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00 Agenda Packet 2022-11-17
CITY OF PALM DESERT PALM DESERT CITY COUNCIL (CC), SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY (SA), AND HOUSING AUTHORITY (HA) MEETING (HYBRID MEETING) 73-510 FRED WARING DRIVE PALM DESERT, CA 92260 REGULAR MEETING AGENDA Thursday, November 17, 2022 2:00 p.m. Study Session 2:30 p.m. Closed Session 4:00 p.m. Regular Session Pursuant to Assembly Bill 361, this meeting may be conducted by teleconference. There will be in- person access to the meeting location. WATCH THE MEETING LIVE: Watch the City Council meeting live at the City’s website www.cityofpalmdesert.org, under the “Council Agenda” link at the top of the homepage, or on the City’s YouTube Channel. OPTIONS FOR PARTICIPATING IN THIS MEETING: Attend the meeting in our Council Chamber at the Palm Desert Civic Center, 73-510 Fred Waring Drive, Palm Desert, CA 92260. To participate by email, internet, or phone, please see the detailed instructions on the last page of this agenda. AGENDA Thursday, November 17, 2022 City Council, Successor Agency to the Palm Desert Redevelopment Agency, and Housing Authority Meeting Page 2 of 10 CLOSED SESSION: 2:30 P.M. CALL TO ORDER PUBLIC COMMENT FOR CLOSED SESSION ITEMS ONLY: This time has been set aside for members of the public to address the City Council on items contained only on the Closed Session Agenda within the three-minute time limit. Speakers may attend in person or utilize one of the three options listed on the last page of this agenda. RECESS TO CLOSED SESSION CLOSED SESSION AGENDA A. Closed Session Meeting Minutes: October 27, 2022 B. Conference with Real Property Negotiator pursuant to Government Code Section 54956.8: 1. Property Description: Viridian, 18.73-acre site, located on Desert Willow Drive, northwest of Market Place (APNs 620-450-012, 013, 014) Agency: Successor Agency City Negotiator: Todd Hileman/Eric Ceja Negotiating Parties: Family Development Group, Inc. Under Negotiation: Price and Terms 2. Property Description: 73-710 Fred Waring Drive, Suites 100, 103, 106, 108, 116, 120, 201, 203, 208, 211 and 217, 220 and 73-720 Fred Waring Drive, Suite 100 Agency: City of Palm Desert City Negotiator: Todd Hileman/Chris Escobedo/Eric Ceja Negotiating Parties: Lift to Rise/Paul Golden Construction/Advantech/Act for MS/ Virginia Waring International Piano Competition/State of California Department of Food and Agriculture/State of California Water Resources Board Under Negotiation: Price and Terms 3. Property Description: 72-880 Highway 111, Palm Desert (APN 640-120-020) Agency: City of Palm Desert City Negotiator: Todd Hileman/Martin Alvarez/Eric Ceja Negotiating Parties: Seritage SRC Finance Under Negotiation: Price and Terms C. Conference with Legal Counsel regarding Significant Exposure to Litigation pursuant to Government Code Section 54956.9(d)(2): Four (4) matters that, under the existing circumstances, the City Attorney believes create significant exposure to litigation. AGENDA Thursday, November 17, 2022 City Council, Successor Agency to the Palm Desert Redevelopment Agency, and Housing Authority Meeting Page 3 of 10 4:00 P.M. REGULAR MEETING ROLL CALL PLEDGE OF ALLEGIANCE: Councilmember Quintanilla INSPIRATION/INVOCATION: Mayor Pro Tem Jonathan REPORT OF CLOSED SESSION: City Attorney Hargreaves AWARDS, PRESENTATIONS, AND APPOINTMENTS: A. PROCLAMATION – ROSIE CASALS B. PROCLAMATION – BUFORD CRITES C. PROCLAMATION – BOARDS, COMMITTEES AND COMMISSIONS RECOGNITION D. PROCLAMATION – EL PASEO JEWELERS E. PRESENTATION – ANGEL FORCE USA F. PRESENTATION – CALIFORNIA DEPARTMENT OF INSURANCE G. OUTGOING COMMENTS FROM MAYOR PRO TEM JONATHAN CITY MANAGER COMMENTS MAYOR/COUNCILMEMBER REPORTS AND REQUESTS FOR ACTION NON--AGENDA PUBLIC COMMENTS: This time has been set aside for the public to address the City Council on issues that are not on the agenda for up to three minutes. Speakers may attend in person or utilize one of the three options listed on the last page of the agenda. Because the Brown Act does not allow the City Council to act on items not listed on the agenda, members may briefly respond or refer the matter to staff for a report and recommendation at a future meeting. 1. CONSENT CALENDAR: All matters listed on the Consent Calendar are considered routine and may be approved by one motion. The public may comment on any items on the Consent Agenda within the three-minute time limit. Individual items may be removed by the City Council for a separate discussion. A. APPROVAL OF FINDINGS RELATIVE TO AB361 – REMOTE TELECONFERENCING RECOMMENDATION: Find that the State of California continues in a Governor-declared state of emergency to combat the COVID epidemic, that state and local health officials are recommending social distancing, and that the City may continue to employ remote teleconferencing. AGENDA Thursday, November 17, 2022 City Council, Successor Agency to the Palm Desert Redevelopment Agency, and Housing Authority Meeting Page 4 of 10 B. APPROVAL OF CITY COUNCIL, SUCCESSOR AGENCY, AND HOUSING AUTHORITY MINUTES RECOMMENDATION: Approve the Minutes of October 27, 2022. C. APPROVAL OF WARRANTS RECOMMENDATION: Approve warrants issued for the period of September 7 through November 4, 2022. D. RATIFY THE CITY MANAGER'S EXECUTION OF CONTRACT NO. A43960 WITH HORIZON LIGHTING, INC., FOR ELECTRICAL AND LIGHT SERVICES AT FIRE FACILITIES IN AN AMOUNT NOT TO EXCEED $50,000 PER FISCAL YEAR RECOMMENDATION: Ratify the City Manager’s execution of Contract No. A43960 with Horizon Lighting, Inc., in an amount not to exceed $50,000 per year. E. ADOPT RESOLUTIONS TO UPDATE AUTHORIZED SIGNERS FOR THE LOCAL AGENCY INVESTMENT FUND AND THE RIVERSIDE COUNTY TREASURER’S POOLED INVESTMENT FUND (Joint Consideration with Successor Agency to the Palm Desert Redevelopment Agency and Palm Desert Housing Authority) RECOMMENDATION: 1. Adopt a Resolution (City) entitled, “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, AUTHORIZING THE INVESTMENT OF MONIES IN THE RIVERSIDE COUNTY TREASURER’S POOLED INVESTMENT FUND AND IN THE LOCAL AGENCY INVESTMENT FUND AND RESCINDING RESOLUTIONS NO. 2022-03 AND 2022-18”. 2. Adopt a Resolution (SARDA) entitled, “A RESOLUTION OF THE SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY AUTHORIZING THE INVESTMENT OF MONIES IN THE RIVERSIDE COUNTY TREASURER’S POOLED INVESTMENT AND IN THE LOCAL AGENCY INVESTMENT FUND AND RESCINDING RESOLUTION NUMBERS SARDA-091 AND SARDA -093”. 3. Adopt a Resolution (HA) entitled, “A RESOLUTION OF THE PALM DESERT HOUSING AUTHORITY AUTHORIZING THE INVESTMENT OF MONIES IN THE RIVERSIDE COUNTY TREASURER’S POOLED INVESTMENT FUND AND RESCINDING RESOLUTION NO. HA-105”. F. APPROVE THE LIST OF SOCIAL MEDIA COMMEMORATIONS PLANNED FOR 2023 RECOMMENDATION: Approve the list of social media commemorations planned for 2023. AGENDA Thursday, November 17, 2022 City Council, Successor Agency to the Palm Desert Redevelopment Agency, and Housing Authority Meeting Page 5 of 10 G. ADOPT RESOLUTION ACKNOWLEDGING RECEIPT OF THE ANNUAL REPORT MADE BY THE FIRE CHIEF OF THE RIVERSIDE COUNTY FIRE DEPARTMENT TO FULFILL THE REQUIREMENTS OF SECTIONS 13146.2 AND 13146.3 OF THE CALIFORNIA HEALTH AND SAFETY CODE RECOMMENDATION: Adopt a Resolution acknowledging receipt of the annual report made by the Fire Chief of the Riverside County Fire Department to fulfill the requirements of Sections 13146.2 and 13146.3 of the California Health and Safety Code. H. APPROVE A COOPERATIVE AGREEMENT WITH THE CITIES OF LA QUINTA AND INDIAN WELLS FOR THE OPERATION AND MAINTENANCE OF SHARED TRAFFIC SIGNALS AND SAFETY LIGHTING RECOMMENDATION: 1. Approve a Cooperative Agreement with the cities of La Quinta and Indian Wells for the operation and maintenance of shared traffic signals and safety lighting. 2. Authorize the City Manager to finalize and execute the agreement. I. ADOPT RESOLUTION TO AUTHORIZE THE DESTRUCTION OF OBSOLETE RECORDS FROM THE BUILDING & SAFETY DIVISION RECOMMENDATION: Adopt a Resolution authorizing the destruction of obsolete records from the Building & Safety Division pursuant to the California Government Code Section 34090. J. APPROVE SEVEN (7) MILLS ACT CONTRACTS FOR SANDPIPER CIRCLE CONDOMINIUMS LOCATED ON EL PASEO RECOMMENDATION: Approve seven (7) Mills Act Contracts for Sandpiper Circle Condominiums located on El Paseo in accordance with Section 29.70.030 of the Palm Desert Municipal Code: 1. Circle 1: 121 Sandpiper Street – APN 640-240-014 2. Circle 2: 231 Sandpiper Street – APN 640-250-018 3. Circle 2: 242 Sandpiper Street – APN 640-250-011 4. Circle 3: 341 Sandpiper Street – APN 640-260-005 5. Circle 3: 352 Sandpiper Street – APN 640-260-003 6. Circle 3: 361 Sandpiper Street – APN 640-260-008 7. Circle 3: 363 Sandpiper Street – APN 640-260-007 K. ADOPT A RESOLUTION ESTABLISHING A WIND FENCE POLICY RECOMMENDATION: Adopt a Resolution establishing a wind fence policy. L. DECLARATION OF SURPLUS PROPERTY AND AUTHORIZE DISPOSAL RECOMMENDATION: Declare the items identified as surplus property and authorize disposal as appropriate. AGENDA Thursday, November 17, 2022 City Council, Successor Agency to the Palm Desert Redevelopment Agency, and Housing Authority Meeting Page 6 of 10 M. APPROVE THE EXPANSION OF THE UNITE PALM DESERT SECURITY CAMERA SYSTEM GRANT PROGRAM TO ALLOW BUSINESSES AND COMMERCIAL PROPERTY OWNERS TO BE REIMBURSED FOR SECURITY CAMERA SYSTEMS PURCHASED AND INSTALLED WITHOUT PRIOR APPROVAL FROM THE CITY RECOMMENDATION: Approve the expansion of the Unite Palm Desert Security Camera System Grant program to allow businesses and commercial property owners to be reimbursed for security camera systems purchased and installed without prior approval from the City. CONSENT ITEMS HELD OVER: Items removed from the Consent Calendar for separate discussion are considered at this time. 2. ACTION CALENDAR: The public may comment on individual Action Items within the three- minute time limit. Speakers may utilize one of the three options listed on the last page of the agenda. A. AWARD A FIVE-YEAR CONTRACT TO THE CHRISTMAS KINGS FOR SEASONAL LIGHTING AND DECOR IN AN AMOUNT NOT TO EXCEED $370,000 (PROJECT NO. 775-24) RECOMMENDATION: 1. Award a five-year contract in an amount not to exceed $370,000, with an option for three (3) one-year extensions not to exceed $100,000 per fiscal year to The Christmas Kings, dba Southern California Lighting, Inc., for seasonal lighting and décor. 2. Authorize allowable extra work and services in an amount not to exceed $10,000 per fiscal year. 3. Authorize the City Manager to execute said agreement. 4. Authorize the City Manager or designee to review and execute one-year extensions/amendments and change orders for unanticipated conditions per Section 3.30.170, Section A, of Ordinance No. 1335. B. INTRODUCE AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, AMENDING SPECIFIED CHAPTERS OF THE PALM DESERT MUNICIPAL CODE TO ADOPT THE 2022 EDITIONS OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, AND RELATED CODES WITH SELECTED APPENDICES AND AMENDMENTS (FIRST READING) RECOMMENDATION: Waive further reading and pass to second reading and public hearing an ordinance to amend specified chapters of the Palm Desert Municipal Code to adopt the 2022 editions of the California Code of Regulations, Title 24, and related codes with selected appendices and amendments. C. APPROVAL OF THE ELECTRONIC OPTION OR SHORT-TERM RENTAL TRANSIENT OCCUPANCY TAXES RECOMMENDATION: Approve the option of electronic payments allowing the convenience fee to be charged by a third party. AGENDA Thursday, November 17, 2022 City Council, Successor Agency to the Palm Desert Redevelopment Agency, and Housing Authority Meeting Page 7 of 10 D. APPROVE A HOUSING AGREEMENT BY AND BETWEEN THE CITY OF PALM DESERT AND PALM DESERT PACIFIC ASSOCIATES. LP, FOR THE VITALIA APARTMENT PROJECT LOCATED OFF GERALD FORD DRIVE, PALM DESERT RECOMMENDATION: 1. Approve a Housing Agreement, substantially as to form, by and between the City of Palm Desert Pacific Associates, LP in accordance with the conditions of approval of the development of 269 units known as Vitalia Apartments, a multifamily rental housing project located at located off Gerald Ford Drive, Palm Desert, California. 2. Authorize the City Manager or his designee with consent of legal counsel to finalize such Housing Agreement and documents as described in the Housing Agreement, or which are otherwise required, to effectuate Housing Agreement. 3. Authorize the Mayor and/or City Manager to execute all necessary documents to facilitate the Housing Agreement and the City Clerk to record. E. ADOPT A RESOLUTION OF THE BOARD OF THE PALM DESERT HOUSING AUTHORITY (I) AUTHORIZING THE EXECUTION AND DELIVERY OF A LOAN AGREEMENT BETWEEN THE AUTHORITY AND PALM DESERT PACIFIC ASSOCIATES APPROVING A LOAN IN THE AMOUNT OF $6,030,000 FROM THE AUTHORITY’S LOW AND MODERATE INCOME HOUSING ASSET FUND TO FUND THE PURCHASE BY PALM DESERT PACIFIC ASSOCIATES OF A PROPERTY AND CONSTRUCTION OF 269 MULTIFAMILY HOUSING UNITS; AND (II) TAKING RELATED ACTIONS. RESOLUTION DECLARING SIX PARCELS AT THE NORTHEAST CORNER OF FRED WARING DRIVE AND SAN PABLO AVENUE IN PALM DESERT ARE NOT SURPLUS LAND FOR PURPOSES OF THE SURPLUS LAND ACT (HOUSING AUTHORITY) RECOMMENDATION: Adopt a Housing Authority Resolution: 1. Authorizing the execution and delivery of a Loan Agreement, in substantial form, between the Palm Desert Housing Authority and Palm Desert Pacific Associates approving a loan in the amount of $6,030,000 from the Authority’s Low and Moderate Income Housing Asset Fund to fund the purchase by Palm Desert Pacific Associates of a property and construction of 269 multi-family units consisting of 266 affordable housing units and three (3) on-site property manager units. 2. Authorize the Chairman or Executive Director, in consultation with legal counsel, to execute and deliver, for and in the name of the Authority, the Loan Agreement and documents presented to the Authority Board at this meeting, as modified, provided such modifications are materially consistent with the terms set forth in the Loan Agreement. 3. Authorize the Chairman, the Executive Director, or their respective designees, in consultation with legal counsel, to execute and deliver, for and in the name of the Authority, all other necessary or proper documents and instruments, and to do all things which they may deem necessary or proper to effectuate the purposes of the Resolution. AGENDA Thursday, November 17, 2022 City Council, Successor Agency to the Palm Desert Redevelopment Agency, and Housing Authority Meeting Page 8 of 10 F. APPROVE A SECOND AMENDMENT TO THE DISPOSITION AND DEVELOPMENT AGREEMENT BETWEEN THE CITY OF PALM DESERT AND DESERT WAVE VENTURES, LLC, AND TAKING CERTAIN OTHER NECESSARY RELATED ACTIONS RECOMMENDATION: 1. Approve the Second Amendment to the Disposition, and Development Agreement between the City of Palm Desert and Desert Wave Ventures, LLC. 2. Approve a Transient Occupancy Tax agreement as-to-form with Desert Wave Ventures, LLC, in an amount not to exceed $20M for the operation of a 137-room upscale hotel on parcel B within the Desert Willow Golf Resort. 3. Approve a Loan Agreement as-to-form with Desert Wave Ventures, LLC, and appropriate funds to cover certain developer impact fees in an amount not to exceed $6M from monies available in the Golf Course Capital Fund. 4. Authorize the City Manager to make non-substantive changes to the DDA, TOT, and Loan Agreement as needed prior to execution by the Mayor. 5. Authorize the City Manager to draft, negotiate, and execute all other supporting agreements that may be required by the DDA, including an Acquisition Agreement as to form. 6. Authorize the Mayor to execute said agreements. G. ADOPT A RESOLUTION APPROVING AN EXTENSION TO THE REAL ESTATE OPTION AND PURCHASE AND SALE AGREEMENT AND JOINT ESCROW INSTRUCTIONS BETWEEN THE SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY AND DESERT WAVE VENTURES, LLC, FOR DESERT WILLOW PAD “B” (14.65 ACRES, APN 620-420-023) (SUCCESSOR AGENCY) RECOMMENDATION: 1. Adopt a Resolution approving a Second Amendment to the Real Estate Option and Purchase and Sale Agreement and Joint Escrow Instructions between the Successor Agency to the Palm Desert Redevelopment Agency and Desert Wave Ventures for Desert Willow Lot Pad “B” (14.65 acres, APN 620-420-023), providing for a final extension through December 31, 2022. 2. Retroactively authorize staff to submit a Resolution and additional materials relating to the PSA to the Riverside County Countywide Oversight Board for approval of the extension at its November 17, 2022, meeting. AGENDA Thursday, November 17, 2022 City Council, Successor Agency to the Palm Desert Redevelopment Agency, and Housing Authority Meeting Page 9 of 10 3. PUBLIC HEARINGS: The public may comment on individual Public Hearing Items within the three-minute time limit. The applicant or appellant will be provided up to five minutes to make their presentation. Speakers may utilize one of the three options listed on the last page of this agenda. A. CONSIDERATION TO ADOPT A MITIGATED NEGATIVE DECLARATION PURSUANT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT, AND APPROVAL OF THE REFUGE SPECIFIC PLAN AND TENTATIVE TRACT MAP 38434 TO ESTABLISH UP TO 969 RESIDENTIAL DWELLING UNITS, AND RELATED IMPROVEMENTS ON A 106.4-ACRE PARCEL LOCATED AT THE SOUTHWEST CORNER OF GERALD FORD DRIVE AND THE EXTENSION OF REMBRANDT PARKWAY RECOMMENDATION: 1. Conduct the public hearing and receive public testimony. 2. Adopt a Resolution adopting a Mitigated Negative Declaration and Mitigation Monitoring Reporting Program and approval of the Refuge Specific Plan (SP22-0001) to development up to 969 dwelling units on a 106.4-acre site area located at the southwest corner of Gerald Ford Drive and Rembrandt Parkway 3. Adopt a Resolution approving Tentative Tract Map 38434 subdividing a 93.56-acre portion of the Refuge Specific Plan project site. B. ADOPT A RESOLUTION FOR A HISTORIC LANDMARK DESIGNATION FOR THE CHARLES E. DU BOIS HOUSE LOCATED AT 72806 BURSERA WAY (APN 628-102- 012) CASE NO. CRPC 22-03 RECOMMENDATION: 1. Conduct the public hearing and receive public testimony. 2. Waive further reading and adopt a Resolution reaffirming the action of the Cultural Resources Preservation Committee, designating the Charles E. Du Bois house located at 72806 Bursera Way with a Historic Landmark Designation in accordance with Section 29.40.010 of the Palm Desert Municipal Code. 4. INFORMATION ITEMS None. ADJOURNMENT AGENDA Thursday, November 17, 2022 City Council, Successor Agency to the Palm Desert Redevelopment Agency, and Housing Authority Meeting Page 10 of 10 THREE OPTIONS FOR PARTICIPATING IN THE MEETING OPTION 1: PARTICIPATE BY E-MAIL Send your comments by email to: CouncilMeetingComments@cityofpalmdesert.org. E-mails received prior to noon on the day of the City Council meeting will be made part of the record and distributed to the City Council. This method is encouraged because it will give Councilmembers the opportunity to reflect upon your input. Emails will not be read aloud at the meeting. OPTION 2: PARTICIPATE LIVE VIA ZOOM 1. Access via www.cityofpalmdesert.org/zoom and click “Launch Meeting,” or 2. Access www.zoom.us, click “Join Meeting” and enter Webinar ID 833 6744 9572. OPTION 3: PARTICIPATE LIVE VIA TELEPHONE 1. Dial any of the following: (669) 900-9128 or (213) 338-8477 or (669) 219-2599. 2. Enter the Meeting ID: 833 6744 9572 followed by #. 3. Indicate that you are a participant by pressing # to continue. 4. You will hear audio of the meeting in progress. Remain on the line if the meeting has not started. 5. During the meeting, press *9 to add yourself to the queue and wait for the Mayor or City Clerk to announce your name/phone number. Press *6 to unmute your line and limit your comments to three minutes. ___________________________________________________________________________ PUBLIC NOTICES Agenda Related Materials: Pursuant to Government Code §54957.5(b)(2) the designated office for inspection of records in connection with this meeting is the Office of the City Clerk, Palm Desert Civic Center, 73-510 Fred Waring Drive, Palm Desert. Staff reports for all agenda items considered in open session, and documents provided to a majority of the legislative bodies are available for public inspection at City Hall and on the City’s website at www.cityofpalmdesert.org by clicking “Council Agenda” at the top of the page. Americans with Disabilities Act: It is the intention of the City of Palm Desert to comply with the Americans with Disabilities Act (ADA) in all respects. If, as an attendee or a participant at this meeting, or in meetings on a regular basis, you will need special assistance beyond what is normally provided, the city will attempt to accommodate you in every reasonable manner. Please contact the Office of the City Clerk, (760) 323-8204, at least 48 hours prior to the meeting to inform us of your needs and to determine if accommodation is feasible. ___________________________________________________________________________ AFFIDAVIT OF POSTING I, Niamh M. Ortega, Deputy City Clerk of the City of Palm Desert, do hereby certify, under penalty of perjury under the laws of the State of California, that the foregoing agenda for the Palm Desert City Council, Successor Agency for the Palm Desert Redevelopment Agency, and Housing Authority, was posted on the City Hall bulletin board and City website www.palmdesert.org no less than 72 hours prior to the meeting. /S/ Níamh M. Ortega Deputy City Clerk 'Whereas, Rosemary "Rosie" Casals, nicknamed Rosebud by her fans and General by her peers, wasinducted into the International Tennis Hall of Fame in 1996, and then in 2021, was again inducted as a member of the history-making Original Nine, the first-ever group lo be inducted into the International Tennis Hall of Fame; and 'Whereas, known for her grit, power, and rebellious nature, Rosie was determined to create a better futurefor women in the sport of tennis and in 1970 with eight other women, signed a $1.00 contract for a ten-week tour launching the first Women's Professional Virginia Slims Tour and, Rosie won that first tournament; and 'Whereas, Rosie is recognized and celebrated for her achievements in doubles play with 112 professionaldoubles titles, and for having forged a pannership with Billie Jean King tl1at slanted doubles competition in their direction for nine years, notably as five-time Wimbledon Doubles Champions, and as the only doubles team in history to win U.S. titles on all three surfaces; and 'Whereas, Rosie's tenacity and leadership was again demonstrated in 1973 as one of the founders of theWomen's Tennis Association, continuing the fight for women to receive equal prize money and respect in the sport of tennis; and 'Whereas, as a color commentator with Howard Cosell in tlie 1973 BauJe of tlie Sexes between BillieJean King and Bobby Riggs, Rosie contributed respectful and accurate commentary during tlie most viewed match in history in the United States and across tlic world; and 'Whereas, Rosie, tlic daughter of parents who immigrated to the United States from El Salvador,overcame economic and life circumstances, using them to fuel her tennis game and achievements, and still today, witli boundless energy and belief, she continues to create local and global impact establishing the Latin American Tennis Foundation and Love of Tennis Foundation, supporting underserved Coachella Valley youtli; and 'Whereas, Rosie Casals, as a Palm Desert resident and distinguished figure in the tennis world, isappreciated and celebrated always for her contributions and accomplishments. Now, Therefore, I, Jan C. Hamik, Mayor of the City of Palm Desert,California, along with the entire City Council, do hereby proclaim Thursday, October 13th as Rosemary "Rosie" Casals Day In the City of Palm Desert and urge all residents to join me in extending our congratulations and appreciation for her dedicated seivice to our community. In Witness Whereof, I have hereunto set my hand and have caused t.he Official Seal of the City of Palm Desert, California, to be affixed this I 7 .. day of November 2022 PROCLAMATION A-1 [This page has intentionally been left blank.] PROCLAMATION A-2 'Wlieim, Buford Crites served on the Palm Desert City Council from 1986 lo 2006; and Wben:aa, 8uford Crites' passionate advocacy for the environment, water conscrv-dlion, air quality, energy conservation and elliciency, led him to a position as chair of CV AG 's Energy & F..nvironmental Resources Committee for 14 years working to assure that air quality issues in the Coachella Valley were given attention and funding from AQMD;and Whereas, as Hoard Consultant for the South Coast Air Quality Management District (AQMD) and liaison for CV AG, Buford actively supported funding for air quality issues including the CV AG Regional PM 10 Street Sweeping Program; and 'Whereas, Buford advocated for the Coachella Valley with respect to the environmental and energy issues at tJ1e local, state, and national levels. InJanuary 2004 testified before the U .S House of Representatives' Committee on Energy And Commerce's Subcomminee on Energy and Air Quality, in support of tJ1e Salton Sea and regional air quality; and Whereas, Buford was a significant supporter of the Coachella Valley Multiple Species Habitat Conservation Plan, a visionary regional plan for long-tcnn protection of natural open space and wildlife habitat balanced withresponsible growth; and Whereas, Buford has been a passionate advocate for wildlife and habitat conservation and served as Chair of the Santa Rosa and SanJacinto Mountains National Scenic Arca (predecessor to the National Monument) Advisory Council, played a leading role in the establishment of the Santa Rosa and San Jacinto National Monument; and Whereas, Buford is a founding member of the Friends of the Desert Mountains, a non-prolil partner for the Coachella Valley Conservation Commission working to preserve the beauty and integrity of our mountains framing the Coachella Valley; Now, Therefore, I, Jan C. Hamik, Mayor of the City of Palm Desert, California, along with the entire City Council, with sincere appreciation do hereby recognize Buford Crites and urge all citizens to join me in extending our congratulations and appreciation for his dedicated service to our community. In Witness Whereol: I have hereunto set my hmtd ,md have caused the Ollicial Seal of the Cit}" of Palm Dese11, Califomia, to he atlixed this 17" day of November 2022 PROCLAMATION B-1 [This page has intentionally been left blank.] PROCLAMATION B-2 [This page has intentionally been left blank.] PROCLAMATION C-1 PROCLAMATION C-2 [This page has intentionally been left blank.] 'Whereas, El Paseo Jewelers first opened their doors to the Palm Desert community in 1998; and 'Whereas, El Paseo Jewelers has steadily embedded themselves in the community through philanthropy, focusing in the areas of health, education, the arts, and services; and 'Whereas, they provide patronage to the Barbara Sinatra Children's Charity, College of the Desert, Steve Chase Awards, United Way, and many other charities by donating jewelry to be auctioned, gift certificates, or financial assistance; and 'Whereas, in addition to the monetary investments they make, Raju andJaishri Mehta of El Paseo Jewelers give of their time by serving on the Boards of the Desert Symphony, Act for M.S. and the Living Desert; and 'Whereas, not only do they support the aforementioned charities in the community, El Paseo Jewelers hosts the Rick Espinoza Award Dinner every year in order to recognize a Palm Desert Police Officer that has gone above and beyond the call of duty. Now, 1herefore, l,Jan C. Harnik, Mayor of the City of Palm Desert, California, along with the entire City Council, do hereby proclaim Friday, November 17, 2022, as El Paseo Jewelers Day In Witness Whereof, I have hereunto set my hand and have caused the Official Seal of the City of Palm Desert, California, to be aJfixed this 17" day of November 2022 PROCLAMATION D-1 CALIFORNIA'S LOW COST AUTO INSURANCE Aindrea Valdes Outreach Analyst, Comm.unity· Relations & Outrea·ch Branch November 1� 2022 PRESENTATION ITEM E-1 •RegIulate, all line,s of insuranc 1 e •Reg1ulate· lns,uran 1 ce 1 Compan·es, Ag1ents, & Brokers • 1 California is tlh 1 e largest 1nsuranc.e m,ark 1 et in1 L11e U.S.□$340 bilron co lected annua y ·n premiums •Protect. Consumers 1·rom raudl and Abust www.1nsurance ca.gov 800-927-4357PRESENTATION ITEM E-2 SEN I01 R GATEWAY One Stop Website - Hosted by CDI A parlnership between govemmental and local agencies •Abuse & Neglect • Fraud & Scams • Health Care • Your Rights •Other Resource:__ www.sen1ors .. 1nsurance ca.gov www.1nsurance ca.gov SENIORS INFORMATION Department of nsurance Senior lnformat on Center •Aerts •efore You Buy nsuranc,......_----, •ong Term Care •Senior Information Guide •Health Insurance •Other Resources www.insuranceca.gov/0150 seniors 800-927-4357PRESENTATION ITEM E-3 CALIIFORNIA Lo,·w COS'T AU'T,Q PROGRAM Q,VERVIEW ca CALl'FORNIA'SLOW C,QST _ AUiO INSURANCE: What is California low Cost Auto, IPr,ogra1m? •A stat 1 e program ·wh1ich was est,ab ished by the Leg slatur1 e in 1999 as a state sp1 onso,red 1prog am that r1 e 1 quires insur,ance, coImpan1es to 1 offer aff01rdab1 le I abil t,y auto insuranc,e to licens,ed drivers that mee,t certain requirements. c:a eMJNIIIIWt LOW COS ..,..,,_ PRESENTATION ITEM E-4 Valid CDL/ AB60 for Undocumented Drivers Vehicle Value $25,000 or Less Meet Income Guidelines Be at least 16 years old *can't have bad driving record for past 3 years PRESENTATION ITEM E-5 •Only need one of the follow·1 ng: •Paye eek stub, W-2, 1099 •SSI statement, etc. •Currently enrollledl in ,other state,! county· programs: •CalFresh,1CalWorks, MediCal/Medricaid, CA L1l'feli11ne •Complete list, is a·vailab eat mylowc,ostauto com PRESENTATION ITEM E-6 •App y at My owCostA to.com •Tak 1 e th1e Eli 1 gibility Questionnaire •AppUcati 1 on process is 1 00o/ei 01 nline •C at is ava lable -F 8am pm •Web1 s,it 1e and Chat are a,vaila.bl1e in Eng1lish & Spanis •Ca 866-602 8861 c.a L.aWCOST--PRESENTATION ITEM E-7 Help us disseminate CLCA educational materials in your commun·ty ShareCLCA throug your website and social media platforms � Invite us to community outreach events in your area Let us present to your staff or commun·ty group And please refer us to any collaborative group or partners that serve low to moderate income households PRESENTATION ITEM E-8 c:a UIUPDllilllB LOWCCIST ...... , ........ o ore · fo a ·o abo C CAvi it: www .1my,lo,wcos'tauto ,com ,866-602-886,11 o Q � s 10 s or P o s with In e: www. 1 nsuranc,e.ca.g1o·v Consumer Hot1·ne 8,001 -91 27-43.57 www.lnsurance.ca.gov 800-927-4357PRESENTATION ITEM E-9 [This page has intentionally been left blank.] PRESENTATION ITEM E-10 Page 1 of 1 CITY OF PALM DESERT STAFF REPORT MEETING DATE: October 27, 2022 PREPARED BY: Robert Hargreaves, City Attorney REQUEST: MAKE FINDINGS TO SUPPORT THAT THE STATE OF CALIFORNIA CONTINUES IN A GOVERNOR-DECLARED STATE OF EMERGENCY AND THAT THE CITY MAY CONTINUE TO EMPLOY REMOTE TELECONFERENCING RECOMMENDATION: Find that the State of California continues in a Governor-declared state of emergency to combat the COVID epidemic, that state and local health officials are recommending social distancing, and consequently that the City Council and its other Brown-Act bodies may continue to employ remote teleconferencing under Government Code Section 54953(e). BACKGROUND/ANALYSIS: AB 361 (Government Code Section 54953(e)) provides that a local agency may employ remote teleconferencing upon a finding by the governing board that certain circumstances exist, among those that there is a Governor-declared emergency and state or local officials are recommending social distancing. The City Council will need to make those findings each month in which it continues to implement remote teleconferencing. The alternative is to revert to the preexisting Brown Act standards for teleconferencing which require that: (1) all teleconferencing locations be identified on the agenda; (2) agendas be posted at all teleconferencing locations; (3) all teleconferencing locations be open to the public; and (4) a majority of the City Council participate from locations within the City. FINANCIAL IMPACT: There is no direct fiscal impact associated with this item. REVIEWED BY: City Attorney: Robert W. Hargreaves, City Attorney City Manager: Todd Hileman, City Manager Item 1A-1 [This page has intentionally been left blank.] Thursday, October 27, 2022 Minutes of the Regular Meeting of the Palm Desert City Council (CC), Successor Agency to the Palm Desert Redevelopment Agency (SARDA), and Housing Authority (HA) Pursuant to Assembly Bill 361 , this meeting was conducted by teleconference and there was in-person public access to the meeting location. CALL TO ORDER: A Regular Meeting of the Palm Desert City Council was called to order by Mayor Harnik on Thursday, October 27, 2022, at 2:30 p.m. in the Council Chamber, City Hall, located at 73-510 Fred Waring Drive, Palm Desert, California. ROLL CALL: Present: Councilmembers Kathleen Kelly, Gina Nestande, and Karina Quintanilla; Mayor Pro Tem Sabby Jonathan; and Mayor Jan Harnik. Absent: None. PLEDGE OF ALLEGIANCE: Mayor Harnik led the Pledge of Allegiance. INSPIRATION/INVOCATION: Councilmember Kelly offered words of inspiration. REPORT OF CLOSED SESSION: City Clerk Mejia requested and by a vote of 5-0 to City Council added Closed Session Item B5 (related to Seritage SRC Finance), finding there is a need to immediately discuss, and possibly provide direction to staff, and the n eed for action came to the attention of the City after the posting of the agenda. The Regular Closed Session of the City Council of October 27, 2022, was called to order by Mayor Harnik at 2:35 p.m., with all members present. Item 1B-1 CC, SARDA, & HA Meeting Minutes October 27, 2022 City of Palm Desert Page 2 ALL ACTIONS ARE DRAFT PENDING APPROVAL OF THE FINAL MINUTES The meeting convened in Closed Session to discuss the following items as listed on the Regular Closed Session Meeting Agenda: A. CLOSED SESSION MEETING MINUTES: October 13, 2022 B. CONFERENCE WITH REAL PROPERTY NEGOTIATOR PURSUANT TO GOVERNMENT CODE SECTION 54956.8: 1. Property Description: 1.55 acres at southeast corner of Fred Waring Drive and San Pablo Avenue (APNs 627-101-002, 627-101-017, 627-101-033, 627-101-061, 627-101-062) Agency: City of Palm Desert City Negotiator: Todd Hileman/Eric Ceja Negotiating Parties: Chandi Enterprises, LLC Under Negotiation: Price and Terms 2. Property Description: 74-885 Country Club Drive, Palm Desert Agency: City of Palm Desert City Negotiator: Todd Hileman/Eric Ceja Negotiating Parties: JW Marriott Desert Springs Resort and Spa Under Negotiation: Development Agreement 3. Property Description: 73-710 Fred Waring Drive, Suites 100, 103, 108, 118, 120, 200, 201, 203, 208, 211 and 217, and 73 -720 Fred Waring Drive, Suite 100 Agency: City of Palm Desert City Negotiator: Todd Hileman/Chris Escobedo/Eric Ceja Negotiating Parties: Lift to Rise/Paul Golden Construction/Advantech/Act for MS/ Coachella Valley Association of Governments/Virginia Waring International Piano Competition/State of California Department of Food and Agriculture/State of California Water Resources Board Under Negotiation: Price and Terms 4. Property Description: Desert Willow Lot Pad B, Desert Willow Drive, south of Desert Willow Clubhouse (APN 620-400-008, 023) Agency: City of Palm Desert City Negotiator: Todd Hileman/Martin Alvarez/Eric Ceja Negotiating Parties: Desert Wave Ventures, LLC Under Negotiation: Price and Terms 5. Property Description: 72-880 Highway 111, Palm Desert (APN 640 -120-020) Agency: City of Palm Desert City Negotiator: Todd Hileman/Martin Alvarez/Eric Ceja Negotiating Parties: Seritage SRC Finance Under Negotiation: Price and Terms Item 1B-2 CC, SARDA, & HA Meeting Minutes October 27, 2022 City of Palm Desert Page 3 ALL ACTIONS ARE DRAFT PENDING APPROVAL OF THE FINAL MINUTES C. CONFERENCE WITH LEGAL COUNSEL – MATTERS CREATING SIGNIFICANT EXPOSURE TO LITIGATION, Pursuant to Government Code Section 54956.9(d)(2): Two (2) matters that, under the existing circumstances, the City Attorney believes creates significant exposure to litigation. City Attorney Hargreaves reported that the City Council received briefings and provided direction to staff regarding the agendized Closed Session items. Relative to Closed Session Item B3, the City Council directed that staff finalize the leases. The City Council did not take any other reportable actions. PRESENTATIONS: A. PROCLAMATION – PALM DESERT CHARTER MIDDLE SCHOOL WINTER GUARD Jose Pena, Palm Desert Charter Middle School Winter Guard Coach , expressed his appreciation for his team, their parents, and supporters; thanked them for their hard work; and thanked the City Council for their recognition . The City Council viewed a video of the winning performance at the Winter Color Guard State Championships and congratulated the team on their achievements at the recent World Championships, competing against high schools in their division . B. PRESENTATION BY THE MCCALLUM THEATRE Mitch Gershenfeld, McCallum Theatre CEO, narrated a PowerPoint presentation, thanked the City Council for its support and partnership over the years. In addition to the agendized presentations, Mayor Harnik congratulated students who participated in the Palm Desert Mini Muster; distributed certificates to winners of the Mini Muster Art Competition; and thanked Historical Society member Mike Lewis for his work with the Mini Muster program. CITY MANAGER'S COMMENTS: A. MAINTENANCE ACTIVITIES UPDATE – PUBLIC WORKS DEPARTMENT Public Works Deputy Director Ramirez narrated a PowerPoint and discussed the Community Services division’s role in maintaining the quality of life Palm Desert residents and visitors have come to expect. Item 1B-3 CC, SARDA, & HA Meeting Minutes October 27, 2022 City of Palm Desert Page 4 ALL ACTIONS ARE DRAFT PENDING APPROVAL OF THE FINAL MINUTES MAYOR/COUNCILMEMBER REPORTS AND REQUESTS FOR ACTION : Councilmember Quintanilla thanked the City Council, staff and the community for their support during her recent health issues. Councilmember Kelly thanked staff for creating a hybrid system to facilitate both in -person and remote participation at City Council meetings, and spoke about Southern California Association of Governments’ work on a storm water recapture program as part of water conservation efforts throughout the region. Mayor Pro Tem Jonathan thanked staff for their work on the recent Council Chamber remodel. Mayor Harnik applauded the newly-installed butterfly mural at University of California, Riverside’s Palm Desert campus, and reported her attendance at various meetings. NON-AGENDA PUBLIC COMMENTS: William Colonel, Palm Desert resident, expressed his appreciation for the Mayor and all members of the City Council. Stephen Nelson, Palm Desert resident and Genesis neighborhood representative, expressed his support for a wind fence near his community; noted issues with neighborhood landscaping and an incomplete sidewalk; and expressed concern with the Millennium Master Plan Homeowners Association. 1. CONSENT CALENDAR: MOTION BY MAYOR PRO TEM JONATHAN , SECOND BY COUNCILMEMBER NESTANDE, CARRIED 5-0, to approve the consent calendar, with the removal of Item No. 1A for separate discussion. A. APPROVAL OF CITY COUNCIL, SUCCESSOR AGENCY, AND HOUSING AUTHORITY MINUTES This item was excluded from the Consent Calendar. Please refer to page 6 of these minutes for a summary of that action. B. APPROVAL OF WARRANTS MOTION BY MAYOR PRO TEM JONATHAN, SECOND BY COUNCILMEMBER NESTANDE, CARRIED 5-0, to approve warrants issued for the period of August 31, 2022, through October 14, 2022. Item 1B-4 CC, SARDA, & HA Meeting Minutes October 27, 2022 City of Palm Desert Page 5 ALL ACTIONS ARE DRAFT PENDING APPROVAL OF THE FINAL MINUTES C. APPLICATION FOR AN ALCOHOLIC BEVERAGE LICENSE FOR HOLY CANNOLI, INC., DBA THE HIDEOUT, 73595 EL PASEO, SUITE B2208, PALM DESERT MOTION BY MAYOR PRO TEM JONATHAN, SECOND BY COUNCILMEMBER NESTANDE, CARRIED 5-0, to receive and file the Alcoholic Beverage License application. D. 2022 CONFLICT OF INTEREST CODE BIENNIAL NOTICE PURSUANT TO THE POLITICAL REFORM ACT MOTION BY MAYOR PRO TEM JONATHAN, SECOND BY COUNCILMEMBER NESTANDE, CARRIED 5-0, to: 1. Receive and file the 2022 Local Agency Biennial Notice. 2. Direct staff to promulgate the necessary amendments and return to the City Council in December 2022 for adoption pursuant to the Political Reform Act. E. ADOPT RESOLUTION NO. 2022-87 SETTING THE CITY COUNCIL REGULAR MEETING SCHEDULE FOR THE CALENDAR YEAR 2023 AND RESCINDING RESOLUTION NO. 2022-72 MOTION BY MAYOR PRO TEM JONATHAN, SECOND BY COUNCILMEMBER NESTANDE, CARRIED 5-0, to waive further reading and adopt Resolution No. 2022-87 setting the City Council regular meeting schedule for the calendar year 2023 and rescinding Resolution No. 2022 -72. F. APPROVE AMENDMENT NO. 1 TO CONTRACT NO. HA -39040 WITH SERVICE FIRST, LLC, FOR POOL AND WATER FEATURE MAINTENANCE AND REPAIR SERVICES AT THE PALM DESERT HOUSING AUTHORITY PROPERTIES IN A TOTAL AMOUNT NOT TO EXCEED $347,147 MOTION BY MAYOR PRO TEM JONATHAN, SECOND BY COUNCILMEMBER NESTANDE, CARRIED 5-0, to: 1. Approve Amendment No. 1 to Contract No. HA-39040 with Service First, LLC, for pool and water feature maintenance and repair services at the Palm Desert Housing Authority properties effective January 1, 2023, for a two-year term in a total amount not to exceed $347,147. 2. Authorize RPM Company, the Authority’s contracted management company, to enter into Amendment No. 1 with Service First, LLC, for the routine and additional services needed, includin g expenditures. 3. Authorize the Executive Director or its designee to take any necessary actions to facilitate the amendment and any documents necessary to effectuate and implement the actions taken herewith. Item 1B-5 CC, SARDA, & HA Meeting Minutes October 27, 2022 City of Palm Desert Page 6 ALL ACTIONS ARE DRAFT PENDING APPROVAL OF THE FINAL MINUTES G. REQUEST FOR ACCEPTANCE OF THE CITY’S CITIZENS OPTION FOR PUBLIC SAFETY/SUPPLEMENTAL LAW ENFORCEMENT SERVICES FUND (COPS/SLESF) EXPENDITURE PLAN AND FUNDING FOR FISCAL YEAR 2022-2023 MOTION BY MAYOR PRO TEM JONATHAN, SECOND BY COUNCILMEMBER NESTANDE, CARRIED 5-0, to accept the City’s Citizens Option for Public Safety/Supplemental Law Enforcement Services Fund (COPS/SLESF) expenditure plan and funding for Fiscal Year 2022-2023. H. APPROVE AMENDMENT NO. 1 TO CONTRACT NO. C43390 WITH IDEA PEDDLER FOR MARKET RESEARCH AS EXTRA WORK MOTION BY MAYOR PRO TEM JONATHAN, SECOND BY COUNCILMEMBER NESTANDE, CARRIED 5-0, to: 1. Approve Amendment No. 1 to Contract No. C43390 with Idea Peddler in an amount not to exceed $30,000 for one -time market research to support the evolution of the City’s tourism advertising campaign. 2. Authorize the City Manager to execute the Amendment and any documents necessary to effectuate and implement the actions taken herewith. I. APPROVE AGREEMENT NO. C44280 WITH CASC ENGINEERING AND CONSULTING, INC., FOR MS4 PERMIT INSPECTIONS AN D NPDES SUPPORT SERVICES IN THE AMOUNT OF $50,000 PER FISCAL YEAR MOTION BY MAYOR PRO TEM JONATHAN, SECOND BY COUNCILMEMBER NESTANDE, CARRIED 5-0, to: 1. Approve a three year agreement with CASC Engineering and Consulting, Inc., for MS4 Permit Inspections and NPDES Support Services in the amount of $50,000 per year. 2. Authorize the City Manager or his designee to review and execute change orders for unanticipated conditions, per Section 3.30.170, Section A, of Ordinance No. 1335. 3. Authorize the City Manager to execute said agreement and up to two one -year contract amendments/extensions. EXCLUDED CONSENT CALENDAR: A. APPROVAL OF CITY COUNCIL, SUCCESSOR AGENCY, AND HOUSING AUTHORITY MINUTES MOTION BY MAYOR PRO TEM JONATHAN, SECOND BY COUNCILMEMBER NESTANDE, CARRIED 4-0-1 (QUINTANILLA ABSTAIN), to approve the Minutes of October 13, 2022. Item 1B-6 CC, SARDA, & HA Meeting Minutes October 27, 2022 City of Palm Desert Page 7 ALL ACTIONS ARE DRAFT PENDING APPROVAL OF THE FINAL MINUTES 2. ACTION CALENDAR: A. AWARD CONTRACT NO. HA44290 FOR THE DESIGN-BUILD OF THE TAOS PALMS TRELLIS AND ENTRANCE STRUCTURE REHABILITATION TO DOUG WALL CONSTRUCTION, INC., OF BERMUDA DUNES, CALIFORNIA, IN THE AMOUNT OF $1,067,588.35 (PROJECT NO. 813 -21) (Housing Authority) Due to a conflict of interest, Mayor Pro Tem Jonathan recused himself from this item and left the dais. Housing Manager Gonzales narrated a PowerPoint presentation and responded to City Council inquiries. MOTION BY COUNCILMEMBER NESTANDE, SECOND BY COUNC ILMEMBER QUINTANILLA, CARRIED 4-0-1 (JONATHAN RECUSED) to: 1. Award Contract No. HA44290 for the design-build of the Taos Palms Trellis and Entrance Structure Rehabilitation to Doug Wall Construction, Inc., of Bermuda Dunes, California, in the amount of $1,067,588.35 (includes $22,500 add alternate). 2. Authorize the Finance Director to set aside approximately 20% contingency of $213,520 for unforeseen conditions. 3. Authorize the Executive Director or designee to review and approve written requests for the use of the contingency, to take any necessary actions to facilitate the agreement, to execute the agreement and any documents necessary to effectuate the actions taken herewith. 4. Authorize the Executive Director or designee to execute the Notice of Completion (NOC) and the Secretary to file the NOC, upon satisfactory completion of the Project. 5. Funds are available in the Fiscal Year 2022 -23 Housing Authority Capital Replacement Budget. B. AWARD OF CONTRACT NO. C 44300 TO WELLS FARGO BANK, N.A., FOR COMPREHENSIVE BANKING SERVICES Deputy Finance Director Ramont presented a staff report and responded to City Council inquiries. MOTION BY COUNCILMEMBER NESTANDE, SECOND BY MAYOR HARNIK, CARRIED 4-1 (QUINTANILLA), to: 1. Award a contract to Wells Fargo Bank, N.A., to provide comprehensive banking services for a term of five years with an option to renew two (2) additional three-year periods based on satisfactory performance. 2. Authorize the City Manager or designee to negotiate and/or take any necessary actions to facilitate the agreement, to execute the agreement and any documents necessary to effectuate the actions taken herewith. Item 1B-7 CC, SARDA, & HA Meeting Minutes October 27, 2022 City of Palm Desert Page 8 ALL ACTIONS ARE DRAFT PENDING APPROVAL OF THE FINAL MINUTES C. RECEIVE AND FILE AN INFORMATIONAL REPORT ON THE CURRENT STATE OF THE CANNABIS INDUSTRY IN PALM DESERT Director of Economic Development Ceja narrated a PowerPoint presentation and responded to City Council inquiries. Kenneth Churchill, owner of West Coast Cannabis Club, thanked staff for their efforts over the past few years and spoke about the negative impact of Palm Desert’s cannabis tax on his business. Keva King, CEO of Your Royal Highness, spoke about the negative impact of Palm Desert’s cannabis tax on her business. Following discussion, the City Council referred this item to the Economic Development subcommittee to explore potential alternatives with staff and industry representatives, and present the findings at a future City Council meeting. D. RECEIVE AND FILE AN INFORMATIONAL REPORT REGARDING POTENTIAL REGULATION OF CANNABIS CONSUMPTION AREAS, TEMPORARY SPECIAL EVENTS, AND OTHER RELATED AMENDMENTS Deputy Director of Development Services Rosie Lua narrated a PowerPoint presentation and responded to City Council inquiries. Kenneth Churchill, owner of West Coast Cannabis Club, spoke in support of regulated consumption areas and responded to a City Council inquiry. Following discussion, the City Council directed staff to explore options for regulated cannabis consumption areas for all types of consumption excluding smoking. E. ADOPT RESOLUTION NO. 2022 -88 DECLARING SIX PARCELS AT THE SOUTHEAST CORNER OF FRED WARING DRIVE AND SAN PABLO AVENUE IN PALM DESERT ARE NOT SURPLUS LAND FOR PURPOSES OF THE SURPLUS LAND ACT Management Analyst Glickman noted the six parcels being discussed were at the northeast corner of Fred Waring Drive, not the southeast corner as stated in her report. She narrated a PowerPoint presentation and responded to City Council inquiries. MOTION BY MAYOR PRO TEM JONATHAN, SECOND BY COUNCILMEMBER NESTANDE, CARRIED 5-0, to adopt Resolution No. 2022-88 declaring Assessor’s Parcel Numbers (APN) 627-101-002 (.35 acres), 627-101-017 (.20 acres), 627-101-033 (.25 acres), 627-101-061 (.46 acres), 617-101-062 (.17 acres), and Right of Way (.11 acres), Palm Desert, are not Surplus Land for purposes of the Surplus Land Act. Item 1B-8 CC, SARDA, & HA Meeting Minutes October 27, 2022 City of Palm Desert Page 9 ALL ACTIONS ARE DRAFT PENDING APPROVAL OF THE FINAL MINUTES F. INTRODUCE AN ORDINANCE AMENDING PALM DESERT MUNICIPAL CODE SECTION 2.36.060 REGARDING THE PLACEMENT OF ITEMS ON MEETING AGENDAS AND A PROCESS FOR MEMBERS OF THE CITY COUNCIL TO SPONSOR AGENDA ITEMS City Clerk Mejia provided a staff report and responded to City Council inquiries. Following discussion, MOTION BY MAYOR PRO TEM JONATHAN, SECOND BY COUNCILMEMBER QUINTANILLA, CARRIED 5 -0, to refer this item to a subcommittee (Mayor Harnik, Councilmember Kelly) to work with staff and further develop a proposed ordinance incorporating feedback received during discussion. G. AWARD CONTRACT NO. C43100 TO DECKARD TECHNOLOGIES, INC., OF SAN DIEGO, CALIFORNIA, FOR SHORT-TERM RENTAL MONITORING, COMPLIANCE, ENFORCEMENT, AND TAX COLLECTION SERVICES IN THE AMOUNT OF $69,400 Director of Development Services Cannone narrated a PowerPoint presentation and responded to City Council inquiries. MOTION BY COUNCILMEMBER KELLY, SECOND BY COUNCILMEMBER NESTANDE, CARRIED 5-0, to: 1. Approve the award of competitive Request for Proposals No. 2022 -RFP-133 and draft contract to Deckard Technologies, Inc., of San Diego, California, for Short-term Rental Compliance Services in the amount of $69,400 for the initial one-year period of November 1, 2022, through October 31, 2023. With extensions, this contract spans five (5) fiscal years and w ould be funded from the Development Services Approved Budget in each fiscal year. 2. Approve the option to renew the resulting contract for four (4) additional one - year periods, subject to departmental and City Manager concurrence and available funding. 3. Authorize the City Manager to execute said contract. Item 1B-9 CC, SARDA, & HA Meeting Minutes October 27, 2022 City of Palm Desert Page 10 ALL ACTIONS ARE DRAFT PENDING APPROVAL OF THE FINAL MINUTES 3. PUBLIC HEARINGS: A. RESOLUTION NO. HA 111: REQUEST FOR APPROVAL FOR THE PROPOSED SALE OF THE PROPERTY LOCATED AT 42162 VERDIN LANE, PALM DESERT (APN 624 -440-004), PURSUANT TO HEALTH AND SAFETY CODE SECTION 33433(C) (Housing Authority) Director of Finance Chavez provided a staff report. Mayor Harnik opened and closed the public hearing, there being no one from the public desiring to speak. MOTION BY COUNCILMEMBER QUINTANILLA, SECOND BY COUNCILMEMBER NESTANDE, CARRIED 5-0, to: 1. Conduct a public hearing and accept testimony on the proposed sale of the property located at 42162 Verdin Lane, Palm Desert, to a qualified household of very low, low or moderate income. 2. Following public testimony, waive further reading and adopt Resolution No. HA 111 approving the sale of 42162 Verdin Lane, Palm Desert (APN 624-440-004), to a qualified household of low or moderate income pursuant to the attached Purchase and Sale Agreement. 3. Authorize the Executive Director to finalize and execute the Purchase and Sales Agreement and any ancillary documents related to the sale to a qualified household of low or moderate income. INFORMATION ITEMS: None. ADJOURNMENT: The City Council adjourned at 6:57 p.m. Respectfully submitted, Níamh M. Ortega Deputy City Clerk/Assistant Secretary ATTEST: Anthony J. Mejia, MMC City Clerk/Secretary APPROVED BY CITY COUNCIL: __/__/2022 Item 1B-10 Bank ID Check Number Check Date Vendor Na me WR 53963753 09 /07/2022 PUBLIC EMPLOYEES' RETIREMENT WR 53963753 09/07/2022 PUBLIC EMPLOYEES' RETIREMENT WR 53963753 09/07/2022 PUBLIC EMPLOYEES' RETIREMENT WR 53963753 09/07 /2022 PUBLIC EMPLOYEES' RETIREMENT WR 53963753 09/07 /2022 PUBLIC EMPLOYEES' RETIREMENT WR 53963753 09/07 /2022 PUBLIC EMPLOYEES' RETIREMENT Audited and Found Correct i;:ector of Finance Report Date 09 /07 /2 022 City of Palm Desert Check Register 9/7/2022 -9/7 /2022 Account Number Transaction Desc I 100000 2160800 Health Premium Emp 09-2022 11 00000 2160800 Health Premium CC 09-2022 11 04150 4112100 EMP ADJ 2 for 09 /2022 11 04 150 4112100 Health Rounding 09-2022 1104154 4112100 EMP ADJ 1 from 08 /2022 5764192 4119000 Health Premium Retiree 09-2022 Invoice 100000016905037 100000016905037 100000016905037 10000001690503 7 100000016905037 100000016905037 Amount Paid 180,367.49 1,732.43 -I ,877.60 -0.36 814.46 14 ,450.71 Total For Bank ID -WR 195 ,487.13 Page City & Housing Item 1C-1 Bank ID Check Number Check Date Vendor Name WR 51234922 10/06/2022 ST A TE OF CALIFORNIA WR 51551766 10/06/2022 DEPARTMENT OF THE TREASURY WR 51551766 10/06/2022 DEPARTMENT OF THE TREASURY WR 52114539 10/06/2022 I C M A RETIREMENT TRUST WR 52114539 10/06/2022 l C M A RETIREMENT TRUST WR 52114539 10/06/2022 I C M A RETIREMENT TRUST WR 52114541 10/06/2022 l CM A RET IREM ENT TRUST WR 52 1145 4 1 10/06 /2022 I CM A RETIREMENT TRUST WR 52114541 10/06/2022 I CM A RETIREMENT TRUST Audited and Found Correct Report Date 10/06/2022 City of Palm Desert Check Register I 0/6/2022 -I 0/6/2022 Account Number Transaction Desc 11 00000 2160200 PIT W/H PD: 10/03 /2022 110 0000 2160100 Federal W/H P/0 10/03 /2022 1100000 2160300 Medicare W /H P/D 10/03 /2022 1100000 2162201 40 I-A Ret ire PayDay: 10/03 /22 6100000 2162201 40 I-A Retire Pay Day : 10/03 /22 6100000 1029201 40 I-A Retire Pay Day : I 0 /03 /22 6 100000 2162200 Retire Hlth Sv-PayDay I 0/03 /22 l 100000 2162600 Retire Hlth Sv-PayDay 10/03 /22 6100000 1029200 Retire Hlth Sv-PayDay l 0/03 /22 Invoice 6679864 53614411 53614411 827062 827062 827062 827043 827043 827043 Page City & Housing Amount Paid 127 .26 406.56 107 .64 97.36 -97.36 97 .36 -48.68 48.68 48.68 Total For Bank ID -WR 787.50 Item 1C-2 City of Palm Desert Check Register I 0/11 /2022 -I 0/11 /2022 Bank ID Check N umber Check Date Vendor Na me Account N umb e r Transaction Desc Invoice A mount Paid WR 54707342 I 0/11 /2022 I C M A RETIREMENT TRUST 1100000 2162300 Dfrrd Comp PayOay 09 /28 /22 NH 829002 500.00 WR 54707342 10/11 /2022 I C M A RETIREMENT TRUST 6100000 1029300 Dfrrd Comp PayDay 09/28 /22 NH 829002 500.00 WR 54707342 10/11 /2022 I C M A RETIREMENT TRUST 6100000 2162300 Dfrrd Comp PayDay 09/28/22 NH 829002 -500.00 WR 54707344 10/1 1/2022 I C M A RETIREMENT TRUST 6100000 2162201 401A Retire PayDay 09/28/22 NH 829103 -287.60 WR 54707344 10/11 /2022 I C M A RETIREMENT TRUST 1100000 2162201 401A Retire PayDay 09/28 /22 NH 829103 287 .60 WR 54707344 I 0/1 1/2022 I C M A RETIREMENT TRUST 6100000 1029201 40 I A Retire Pay Day 09 /28 /22 NH 829103 287.60 WR 54707346 I 0/11 /2022 I CM A RETIREMENT TRUST 1100000 2162600 Retire Hlth Sv-PayDay 09/28/22 829020 I 18 .16 WR 54707346 10/11 /2022 I C M A RETIREMENT TRUST 6 100000 1029200 Retire Hlth Sv-PayDay 09/28 /22 829020 118.16 WR 54707346 10/11 /2022 I CM A RETIREMENT TRUST 6 100000 2162200 Retire Hlth Sv-PayDay 09/28 /22 829020 -11 8.16 Audited and Found Correct Total For Bank ID -WR #0re~~ 905.76 Report Date I 0/11 /2022 Page ~,tv & Housing Item 1C-3 C ity of P a lm D esert Check Register I 0/13 /2022 -10/13 /2022 Bank ID Check N umber Ch eck Date Vendor Name A ccount N umb e r Transaction Desc Invoic e Amount Paid WR 5 167 35 14 I 0/13 /2022 STA TE OF CALIFORNIA 11 00000 2160200 PIT W/H PD: 10/12/2022 6699185 19,300.42 WR 52438935 10/13/2022 NATIONWIDE RETIR EMENT SOLUTIONS I 100000 2162100 DEFERRED COMP PAYDAY 10/12 /22 37064001 101 222 7,523.38 WR 52438935 10/13 /2022 NATIONWIDE RETIREMENT SOLUTIONS 6 100000 1029100 DEFERRED COMP PAYDAY 10/12 /22 37064001 101222 7,523.38 WR 52438935 10/13 /2022 NATIONWIDE RETIREMENT SOLUTIO s 6100000 2162100 DEFERRED COMP PAYDAY 10/12 /22 37064001 101222 -7,523.38 WR 55892628 10/13 /2022 DEPARTMENT OF THE TREASURY 1100000 2160100 Federal W/H P/D 10/12/2022 04994490 46,657.59 WR 55892628 I 0/13 /2022 DEPARTMENT OF THE TREASURY 1100000 2160300 Medicare W /H P/D I 0/12/2022 04994490 13 ,647.55 WR 59745634 10/13/2022 I CM A RETIREMENT TRUST I 100000 216220 1 40 I-A Retire Pay Day : I 0/12 /22 6378264 8,854.65 WR 59745634 10/13 /2022 I CM A RETIREMENT TRUST 6 100000 1029201 40 I-A Retire Pay Day: I 0/12 /22 6378264 8,854 .65 WR 59745634 10/13 /2022 I CM A RETIREMENT TRUST 6100000 2162201 40 I-A Retire PayD ay : I 0/12/22 6378264 -8 ,854.65 WR 59745705 I 0/13 /2022 I CM A RETIREMENT TRUST 6100000 2162300 Deferred Comp Pay Day I 0/12/22 6112892 -13,007.10 WR 59745705 I 0/1 3/2022 I CM A RETIREMENT TRUST 6 100000 1029300 Deferred Comp Pay Day I 0/12/22 6112892 13,007.10 WR 59745705 10/13/2022 I C M A RETIREMENT TRUST 1100000 2162300 Deferred Comp Pay Day I 0/12/22 6112892 13,007.10 WR 59745752 10/13 /2022 I C M A RETIREME T TRUST 1100000 2 162600 Retire Hlth Sv-PayDay 09/28/22 6632460 4,246.66 WR 59745752 10/13/2022 I CM A RETIREMENT TRUST 6100000 1029200 Retire Hlth Sv-PayDay 09/28/22 6632460 4 ,246 .66 WR 59745752 10/13/2022 I C M A RETIREMENT TRUST 6 100000 2 162200 Retire Hlth Sv-PayDay 09/28/22 6632460 -4 ,246.66 Audited and Found Correct #c;;re!~ pproved -----Total For Ba nk ID -WR 113 ,237.35 Re port Date 10/13 /2022 Page City & Housing Item 1C-4 Bank ID Check Number Check Date Vendor Na me WR 51552452 I 0/17/2022 DEPARTMENT OF THE TREASURY WR 51552452 I 0/17 /2022 DEPARTMENT OF THE TREASURY WR 5 1674 122 10/17/2022 ST A TE OF CALIF ORN IA WR 52318006 I 0/17/2022 I C M A RETlREME TTRUST WR 52318006 I 0/17/2022 I C M A RETIREME TTRUST WR 52318006 10/17 /2022 I C M A RETIREMENT TRUST City of Palm Desert Check Register I 0/ 17 /2 022 -I 0/1 7 /2022 Account N umber Transaction Desc 1100000 2 160100 Federal W/1-1 P/D 10/13/2022 1100000 2160300 Medicare W/1-1 P/D 10/13/2022 1100000 2160200 PIT W/H PD : 10/14/2022 1100000 2162600 Retire Hlth Sv-PayDay 10/13 /22 6100000 1029200 Retire Hlth Sv-Pay Day I 0/13 /22 6100000 2 162200 Retire I-11th Sv-PayDay I 0/13 /22 Invoice 322702 17 32270217 670023 1 6979203 6979203 6979203 Audited an d Found Correct ~r~~ c:;:;;]f)!;§1 W, J Mayor or Mayor Pro-Tern Report Date I 0/ l 7 /2 02 2 Page City & Housing Amount Paid 682 .77 446 .32 73 .65 132 .12 132 .12 -132.12 Total For Bank ID -WR 1,334.86 Item 1C-5 Bank ID Check Number Check Date Vendor Name WR WR WR 5760 193 6 57601936 57601938 10/21 /2022 10/2 1/2022 10/21 /2022 Audited a nd Found Correct Report Date 10/21 /2022 P ERS PERS PERS City of Palm Desert Check Register I 0/21/2022 -I 0/21 /2022 Account Number 11 00000 2161100 11041 50 4111500 1100 000 2161100 Transaction Desc PERS 09/28/2022 Roundin g 09 /28 /2022 PERS 09/28 /2022 Invoice 1002225405 1002225405 1002225406 Page City & Housing Amount Paid 59,10 1.25 0 .6 1 37,233.02 Total For Bank ID -WR 96,334.88 Item 1C-6 City of P alm Desert Check Register 1 0/2 l /2022 -10/21 /2022 Ba nk ID C hec k Numb er Check Date Ve ndor Na me Account N umb er T ran sa ction Desc In voice A mount Paid 00 00004996 10/21 /2022 BEST BEST & KRIEGER LLP I 104120 4301500 FY 22-23 Monthly Fee Retainer 943968 24,749.00 00 00004996 10/21 /2022 BEST BEST & KRIEGER LLP 1104121 4301500 Additional monthly legal servi 943967 -1 14 ,308.84 00 00004996 10/21 /2022 BEST BEST & KRIEGER LLP 1104121 4301600 PERSONNEL LGL SVC THRU 8/22 943969 6 I 7.40 00 00004996 10/21 /2022 BEST BEST & KRIEGER LLP 2144490 4390101 CVHC LGL SVC THRU 8/22 943964 102 .9 0 00 00004996 10/21 /2022 BEST BEST & KRIEGER LLP 3124350 4309000 SILVER SPUR LGL SVC THRU 8/22 943967 -I 8,188 .60 00 00004996 10/21 /2022 BEST BEST & KRIEGER LLP 6100000 2286000 UPI LGL SVC THRU 8/22 943970 2,718 .00 00 00004996 10/21 /2022 BEST BEST & KRIEGER LLP 1104120 4301500 MONTHLY RETAINER THRU 9/22 946569 24,749 .00 00 00004996 I 0/21 /2022 BEST BEST & KRIEGER LLP 1104121 4301500 LEGAL REIMBURSABLES THRU 9/22 946569 23.62 00 00004996 10/2 1/2022 BEST BEST & KR IEGER LLP I 104121 4301500 ADDT'L MONTHLY LEGAL THRU 9/22 946581-1 9,163.00 00 00004996 I 0/21 /2022 BEST BEST & KRIEG ER LLP I 104121 4301500 C HAND! 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00005008 10/21/2022 STAPLES BUS INESS AD VANTAGE 11 04300 4211000 SU PPLY AS NEED ED VARJOUS OFFIC 3518661601 54.73 00 00005008 10/21 /2022 STAPLES BUS I ESS ADVANTAG E 11 04300 4211000 SUPPLY AS NEED ED V ARlOUS OFFIC 3518661602 352 .33 00 00005008 10/21 /2022 STAPLES BUSINESS ADVANTAG E 1104300 4211000 SU PPLY AS NEED ED VARJOUS OFFIC 3518661603 -10.57 00 00005008 10/2 1/2022 STAPLES BUSINES S ADVANTAGE 1104300 4211000 SU PPLY AS EEDED VARIOUS OFFIC 3518661604 10 .57 00 00005008 10/21 /2022 STAPLES BUSIN ESS ADVANTAGE 11 04130 42 11000 OFFI C E SU P PLIES CM 35195067 19 76.93 00 00005008 10/2 1/2022 STAPLES BUSIN ESS ADVANTAGE I 104421 4211000 Office Supplies 351 8640799 144 .7 3 00 00005008 10/21 /2022 STAPLES BU SIN ESS ADVANTAGE 8704 19 5 4404000 Cap-Office Equipment 3518640797 115.77 00 0000 500 8 10/2 1/2022 STAPLES BUSINESS AD VANTAG E 1104 150 4211000 Office S uppli es 35 1864 0 798 3 52.3 3 00 00005008 10/2 1/2022 STA PLES BUSINESS ADVANTAGE I 104 15 9 42 11 000 Office S uppli es 3518640795 75.01 00 00005008 10/21/2022 STAPLES BUSINESS A DVANTAG E 11 04 159 421 1000 Office S upplies/Paper 3518640795 559.18 00 00005008 10/21/2022 STAPLES BU SI NESS A DVANTAGE 11 04 159 4211000 Office S upplies/hanging folder 35 18640794 51.04 Report Date 10/21/2 0 22 Page 11 C ity & Housing Item 1C-17 C ity of Palm D esert Check Register 10/21/2022 -l 0/21 /2022 Bank ID Check N umb er Ch eck Date Ve ndor Nam e Account N umb e r T ra nsaction Des c In voic e A mount Paid 00 00005008 10/21 /2022 STAPLES BUSINESS ADVANTAGE 1104 150 4211000 Office Supplies 3519506797 54.17 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVI CES 2304220 4309000 FY 22 /23 Fire Tax Oct-Dec 010-52525 4,529.54 00 00005009 10/21 /2022 WILLDA FINANCIAL SER VICES 2774373 4309000 FY 22/23 PBID I Oct-Dec 010-52527 964 .73 00 00005009 10/21 /2022 WILLDA FINANCIAL SERVICES 2824373 4309000 FY 22/23 PBID Ill Oct-Dec 010-52527 858 .20 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVICES 2894374 4309000 FY 22/23 BAD No. I Oct-Dec 010-52523 707.87 00 00005009 10/2 1/2022 WILLDAN FINANCIAL SERVICES 3124350 4309000 FY 22/23 AD 2001 -01 Oct-Dec 010-52526 530 .58 00 00005009 10/21 /20 22 WILLDAN FINANClAL SERVICES 3 124350 4309000 FY 2 1/2 2 Willdan DELQ Letters 010-50867 52.90 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVIC ES 3144350 4309000 FY 22 /23 AD 2004-01 Oct-Dec 010-52526 356.49 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVICES 3144350 4309000 FY 21 /22 Willdan DELQ Letters 010-50867 95.22 00 00005009 10/21 /2022 WILLDAN FINA C IAL SERVICES 3154350 4309000 FY 22/23 AD 2004-02 Oct-Dec 010-52526 2,147 .21 00 00005009 10/2 1/2022 WILLDAN FINANCIAL SERVIC ES 3 154350 4309000 FY 21 /22 Willdan DELQ Letters 0 I 0-50 867 15 8.70 00 00005009 10/2 1/2022 WILLDA FINANCIAL SERVIC ES 3534394 4309000 FY 22/23 CFD 2005-1 Oct-Dec 0 I 0-52524 1,586.74 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVI CES 3534394 4309000 FY 21 /22 Willdan DELQ Letters 010-50867 21. 16 00 00005009 10/2 1/2022 WILLDAN FINANC IAL SERVI C ES 3544394 4309000 FY 22 /23 CFD 2021 -1 Oct-Dec 010-52524 1,100 .32 00 00005009 10/2 1/20 22 WILLDAN FINANCIAL SERVICES 2724374 4309000 PARKVIEW ESTATES 0 I 0-52528 121.88 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVICES 2734680 4309000 DESERT MIRAGE 010-52528 210.22 00 00005009 10/21 /2022 WILLDAN FINANCIAL S ERVIC ES 2734681 4309000 SANDCASTLES 010-52528 166.79 00 00005009 10/2 1/2022 WILLDAN FINANCIAL SERVIC ES 2734682 4309000 PRIMROS E 010-52528 2 16 .60 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVI CE S 2754643 4309000 DIAMONDBACK 0 I 0-52528 200 .14 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVICES 2754680 4309000 MONTEREY MEADOWS 010-52528 217.87 00 00005009 10/2 1/2022 WILLDAN FINA CIAL SERVIC ES 27546 8 1 4309000 HOVL EY GLEN 010 -5252 8 197 .8 2 00 00005009 10/21/2 022 WILLDAN FINANC IAL SERVICES 27546 82 4309000 HOVLEY EST A T ES 010 -5252 8 198.84 00 00005009 10/2 1/2022 WILLDAN FINANCIAL SERVICES 2754683 4309000 SONATA! 010-52528 197.82 00 00005009 10/2 1/2022 W ILLDAN FINANCIAL SERVICES 2754684 4309000 SONATA II 010-52528 262.32 00 00005009 10/21 /2 022 WILLDAN FINANCIAL SERVICES 2754685 4309000 HOVLEY COLLECTION 010 -52528 216.72 00 00005009 10/21/2022 W ILLDAN FINANCIAL SERVICES 2754686 4309000 LA PALOMA I 010-52528 198 .84 00 00005009 10/21 /2022 W ILLDAN FINANCIAL SERVIC ES 2754687 4309000 LA PALOMA II 010-52528 199.09 Report Date 10/21/2022 Page 12 City & Housing Item 1C-18 C ity of P alm Desert Check Register 10/21/2022 -10/2 1/2022 Bank ID C heck N umb er C heck Date Ve ndor Na me Account N umb er T ransaction D es c Invoic e A mount Paid 00 00005009 10/21 /2022 WILLDAN FINANC IAL SERVICES 2754693 4309000 LA PALOMA Ill 0 I 0-52528 196.50 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVICES 2754694 4309000 SANDPIPER COURT 010-52528 197.56 00 00005009 10/21 /2022 WILLDA FINANCIAL SERVICES 2754695 4309000 SANDPIPER WEST 010-52528 197.56 00 00005009 10/21 /2022 WILLDAN FINANCIAL SER VICES 2754696 4309000 HOVLEY COURT WEST 010-52528 197.44 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVICES 2754697 4309000 PALM COURT 010-52528 16165 00 00005009 10/21 /2022 WTLLDAN FINANCIAL SERVICES 2764374 4309000 CANYON COVE 010-52528 372.02 00 00005009 10/21 /2022 WILLDAN FINAN C IAL SERVICES 2784374 4309000 VINEYARDS 010-52528 308.42 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVICES 2794374 4309000 WARING COURT 010-52528 197.82 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVICES 2804374 4309000 PALM GATE 0 I 0-52528 215.70 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVICES 2814374 4309000 THE GROVE 010-52528 270 .86 00 00005009 10/21 /2022 WILLDAN FINANCIAL SERVICES 2834374 4309000 PORTOLA PLACE 010-52528 204.08 00 00005009 10/21 /2022 WILLDA FINANCIAL SERVICES 2854374 4309000 KAUFMAN & BROAD 010-52528 320.54 00 00005009 10/21/2022 WILLDAN FINANCIAL SERVICES 2864374 4309000 CANYON CREST 010-52528 254.71 00 00005009 10/21 /2022 WILLDA FINANCIAL SERVICES 2874374 4309000 COLLEGE VIEW ESTATES II 010-52528 205.74 00 00005009 10/21 /2022 WlLLDAN FINANCIAL SERVICES 2874680 4309000 THE BOULDERS 010-52528 158.93 00 00005009 I 0/21 /2022 WlLLDAN FINANCIAL SERVICES 2874681 4309000 SUNDANCE WEST 010-52528 206.24 00 00005009 10/21/2022 WILLDAN FINANCIAL SERVICES 2874682 4309000 PETUN IA I 010-52528 160 .92 00 00005009 10/21 /2022 WILLDAN FINANClAL SERVICES 2874683 4309000 SUNDANCE EAST 010-52528 157.57 00 00005009 10/21 /2022 WILLDA FINANCLAL SERVICES 2874684 4309000 COLLEGE VIEW ESTATES I 010-52528 169 .80 00 00005009 10/2 1/2022 WILLDAN FINANCIAL SERVICES 2994374 4309000 PALM DESERT COUNTRY CLUB 0 I 0-52528 1,645.77 00 01531497 10/21 /2022 BOWMAN, RANDY 1104300 4312000 9/17-21 /22 ICMA CONFERENCE 0922LDG RR 304 .03 00 01531498 10/21/2022 CAYANAN, STEPHEN 1100000 3511100 Citation amount reduced refund PD77505 40.00 00 01531499 10/21 /2022 C IUS , JULIUS I 100000 3511100 ParkingViolat ion Di smissed PD770I 7 305.00 00 0 1531500 10/21 /2022 COACHELLA VALLEY WATER DIST. 8734492 4400100 PDHA-42162 VERDIN LN 79!981390090SP22 13 .59 00 01531501 10/2 1/2022 GREATER PALM SPRINGS I 104416 4322000 '2022-2023 Contribution for GP 0014110-IN 93 ,045.45 00 01531502 10/21/2022 GREENWOOD, MICHA EL I 100000 3511100 Parkin gViol atio n Di smissed PD77024 330.00 00 01531503 10/21 /2022 NEO PHILANTHROPY IN C I 104114 4309000 Ranked Choice Voting (RCV) is I OF4 5,000 .00 Report Date 10/2 1/2022 Page 13 Citv & Housing Item 1C-19 C ity of P a lm D esert Check Register 10/21/2022 -10/2 1/2022 Bank ID Check N umb e r Ch eck Date V endor N am e A ccount N umb er T ran saction Des c Invoice A mount Paid 00 01531503 10/21 /2022 NEO PHILANTHROPY INC I 104114 4309000 Ranked Choice Voting (RCV) is 2 OF4 5,000.00 00 0 1531504 10/21 /2022 NY5 IN C 4004256 4400100 UNDERG RO UNDING SUPPORT SERVICE 292345 2,992 .50 00 01531504 10/21 /2022 NV5 INC 4004256 4400100 UNDERGROUNDING SUPPORT SERVICE 273431 2,767 .50 00 01531505 10/21 /2022 PALM SPRJNGS CULTURAL CENTER I 104800 4306201 Certified Farmers' Market 22-2 FY22-23 19,044.33 00 01531506 10/21 /2022 PROFORMA SOCAL I 104422 4361000 Golf Cart Decals-2025 BH490030 I SA 489.43 00 01531507 I 0/21 /2022 RAMIREZ, MELANIE 1104421 4312000 rec 9/11-15 /22 M .RAMTREZ LDG9/15/22 RR 381.28 00 01531508 10/21 /2 022 SO CAL GAS 8734492 4400100 PDHA-42162 VERDIN LN 12 182805700S P22 10.56 00 01531509 10/21 /2022 SOLORZANO, MARVIN 1100000 3511100 ParkingViolation Dismissed PD81773 200.00 00 01531510 10/21 /2022 TRANSAMERICA EMPLOYEE BENEFITS 1100000 2 16 1600 Supplmental Ins 09-30-22 2504751543 1,320 .90 00 01531510 10/21 /2022 TRANSAMERICA EMPLOYEE BENEFITS I 100000 216 1600 Supplmental In s 09-30-22 2504751543 336 .86 00 01531511 10/21 /2022 URKOV, JOHN M . 1100000 1150100 ESRI 7/10-15/22 J.URKOV CLR LOG 7/15/22 -1,470.00 00 0153151 I 10/21 /2022 URKOV, JOHN M. I 100000 1150100 ESRI 7/10-15 /22 J.URKOV CLR PRDM7/1 5/22 -407.00 00 01531511 10/21 /2022 URKOV , JOHN M . 1100000 1150100 ESRI 7/10-15 /22 J .URKOV CLR MILE 7/15 /22 -155 .00 00 01531511 10/21 /2022 URKOV, JOHN M . 1104190 4311500 ESRI 7/10-15 /22 J .URKOV MILE 7/15 /22 155 .00 00 01531511 I 0/21 /2022 URKOV, JOHN M . I 104190 4312000 ESRI 7/10-15/22 J .URKOV PROM 7/15/22 407 .00 00 0153151 I I 0/2 1/2022 URKOV, JOHN M . I 104190 4312000 ESRI 7/10-15 /22 J.URKOV LOG 7/15/22 1,660.50 00 01531511 10/21 /2022 URKOV, JOHN M. I 104190 4312000 ESRI 7/10-15/22 J.URKOV PRK 7/15 /22 220 .00 00 01531512 10/21 /2022 WIDRAN, JERROLD 1100000 3511100 ParkingViolation Dismissed PD76444ADMIN FE E 25 .00 Audited and Found Correct Total For Bank ID -00 ·7 Di recto r of F in ance 445,182 .82 Report Date 10/21/2022 Page 14 City & Housing Item 1C-20 C ity of Palm D esert Check R eg is ter 10/27/2022 -10/27/2022 Ba nk ID Ch eck Numb e r Ch eck Date Ve ndor Nam e A ccount N umber Tran saction D esc In voice A mount Paid WR 52272366 10/27 /2022 DEPARTMENT OF THE TREASURY 1100000 2160100 Federal W/H P/0 10/26 /2022 51420295 44,709.25 WR 52272366 I 0/27 /2022 DEPARTMENT OF THE TREASURY 11 00000 2160300 Medicare W/H P/D 10/26/2022 51420295 13,299 90 WR 52847513 I 0/27 /2022 STATE OF CALIFORNIA 11 00000 2160200 PIT W/H PD: 10/26 /2022 6717157 18,651.20 WR 53468598 10/27/2022 I C M A RETIREMENT TRUST 6100000 2 162201 401-A Retire PayDay: 10/26/22 6943208 -8,897.04 WR 53468598 I 0/27 /2022 I CM A RETIREMENT TRUST 1100000 2162201 40 I-A Retire Pay Day: I 0 /26/22 6943208 8 ,897.04 WR 53468598 10/27 /2022 I C M A RETIREMENT TRUST 6 100000 1029201 401-A Retire Pay Day: I 0 /26/22 6943208 8 ,897.04 WR 53468624 10/27 /2022 1 C M A RETIREMENT TRUST 1100000 2162600 Retire Hlth Sv-PayDay 10/26 /22 6070403 4 ,261.74 WR 53468624 10/27 /2022 I C M A RETIREMENT TRUST 6100000 1029200 Retire Hlth Sv-PayDay 10/26/22 6070403 4,261.74 WR 53468624 10/27/2022 ICM A RETIREMENT TRUST 6 100000 2162200 Retire Hlth Sv-PayDay 10/26/22 6070403 -4 ,261.74 WR 53468635 10/27 /2022 l C M A RETIREMENT TRUST 6 100000 2162300 Deferred Comp Pay Day I 0/26 /22 6863759 -12,51 1.72 WR 53468635 I 0/27 /2022 I C M A RETIREMENT TRUST 6 100000 1029300 Deferred Comp Pay Day I 0/26/22 6863759 12 ,5 l 1.72 WR 53468635 10/27 /2022 I C M A RETIREMENT TRUST 1100000 2162300 Deferred Comp PayDay 10/26/22 6863759 12,511.72 WR 54901560 10/27 /2022 NATIONWIDE RETIREMENT SOLUTIONS 1100000 2162100 DEFERRED COMP PAYDAY 10/12/22 37064001 I 02622 7,273.38 WR 549015 60 10/27 /2022 NATIONWIDE RETIREMENT SOLUTIONS 6100000 1029100 DEFERRED COMP PAYDAY 10/12/22 3 706400 I I 02622 7,273.38 WR 54901560 10/27/2022 NATIONWIDE RETIREMENT SOLUTIONS 6 100000 2162100 DEFERRED COMP PAYDAY 10/12/22 3 706400 I I 02622 -7 ,273.38 Au d ited and Fo und Correct To tal For Bank ID -WR 109 ,604.23 Report Date 10/27 /2022 Page City & Housing Item 1C-21 City of Palm Desert Check Register I 0/28 /2022 -I 0/28 /2022 Bank ID Check Number Check Date Vendor Na me Account N umber Transaction Desc Invoice Amount Paid WR 546933 12 10/28 /2022 PERS 1100000 2161100 PERS I 0/2 I /2022 1002230484 55,346.37 WR 546933 12 I 0/28 /2022 P E RS I 104150 4111500 ROUNDING I 0/2 l /2022 1002230484 0 .62 WR 54693314 10/28 /2022 PERS 1100000 2161100 PERS 10/21 /2022 1002230485 33,597.99 WR 54693314 10/28 /2022 PERS 1100000 2161100 ADJUSTMENT 10/21 /2022 1002230485 -424.78 WR 54693318 10/28 /2022 P ERS 1100000 2161100 PERS I 0/1 4/2022 1002230522 1,736.68 WR 54693 320 10/28/2 022 PERS 1104150 4111500 ROUNDING 10/14/202 2 1002230523 0 .05 WR 54693320 10/28 /2022 P E RS 1100000 2161100 PERS I 0/1 4/2022 1002230523 456.14 WR 56288994 10/28 /2022 PERS 1104150 4111500 ROUNDING 10/21 /2022 l002230976 0.62 WR 56288994 10/28 /2022 PERS 1100000 2161100 PERS I 0/2 I /2022 1002230976 55,547.90 WR 562 88996 10/28 /2022 PERS 1100000 2161 100 PERS I 0/2 I /2022 1002230977 32 ,910.48 WR 562 88996 10/28 /2022 PERS 1100000 2161100 ADJUSTM ENT I 0/2 I /2 022 1002230977 -50 .8 0 Audited and Found Correct Total For Bank ID -WR 179,121.27 Report Date I 0/28 /2022 Page City & Housing Item 1C-22 City of Palm Desert Check Register l 0/28/2022 -l 0/28 /2022 Bank ID Check Number Check Date Vendor Name Account Number Transaction Desc Invoice Amount Paid 00 00005011 10/28 /2022 AVENU MUNISERVICES LLC 1104159 4309000 STARS 2nd Quarter 2022 INV06-015162 1,000.00 00 00005012 10/28 /2022 CDWLLC 1104190 42 12000 Tech Equipment DH96328 133 .65 00 00005012 10/28 /2022 CDWLLC 5304190 4404000 Computer Equ ipment DK98670 1,900.12 00 00005012 10/28 /2022 CDWLLC 5304190 4404000 Computer Equipment DH57877 2,536.67 00 00005013 10/28 /2022 ECONOLITE CONTROL PRODUCTS 2134250 5000906 SUPPLY 14 TRAFFIC SIGNAL CABIN S-09028PF 238,283.17 00 00005014 10/28 /2022 GRANICUS INC 1100000 1430100 govAccess Exp 9/30/23 157062 2,321.72 00 00005014 10/28 /2022 GRANICUS INC I 104190 4362001 GovAccess for VisionLive 157062 6,965.15 00 00005015 10/28 /2022 MARIPOSA LANDSCAPES INC I 104614 4337001 LMA I MONTHLY LANDSCAPE MAINTE 99465 41,125.38 00 00005015 10/28 /2022 MARIPOSA LANDSCAPES INC 1104614 4337001 LMA 9 -EL PASEO / BAJA PARK / 99446 21 ,016.16 00 00005015 I 0/28/2022 MARIPOSA LANDSCAPES INC 1104614 4392101 LMA 9 -ENTRADA DEL PASEO 99446 5 ,284 .00 00 00005016 10/28/2022 NV5 INC 4504161 4400100 CIVIC CENTER PHOTOVOLTAIC 295 77 5 12,286.25 00 00005017 10/28/2022 PURE WATER PARTNERS LLC I 104330 4309000 3 WATER DISPENSERS -CORPY ARD 1349729 223.05 00 00005017 10/28 /2022 PURE WATER PARTNERS LLC 1104340 4309000 3 WATER DISPENSERS -CITY HALL 1349729 223.05 00 00005017 10/28 /2022 PURE WATER PARTNERS LLC I 104344 4309000 I WATER DISPENSER-PORTOLA CC 1349729 74.35 00 00005017 10/28 /2022 PURE WATER PARTNERS LLC 2304220 4331000 3 WATER DISPENSERS -FIRE ST AT 1349729 223 .05 00 00005018 10/28/2022 STAPLES BUSINESS ADVANTAGE 1104111 4211000 Office Supplies -ccadmin 3518640778 124.25 00 00005018 10/28 /2022 STAPLES .BUSINESS ADVANTAGE I 104111 4211000 Office Supplies -rcrd ctr 3519506712 203.83 00 00005018 10/28 /2022 STAPLES BUSINESS ADVANTAGE I 104111 4211000 Office Supplies -ccadmin 3519506716 63 .36 00 00005018 10/28 /2022 STAPLES BUSINESS ADVANTAGE 11041 11 4211000 Office Supplies -ccadmin 3519506714 57.70 00 00005018 10/28 /2022 STAPLES BUSINESS ADVANTAGE 1104420 4211000 OFFICE SUPPLIES 3519506613 129.49 00 0000501 8 10/28/2022 STAPLES BUS INESS ADVANTAGE 1104430 4211000 Office suppli es 3 519506611 214.43 00 0000501 8 10/28 /2022 STAPLES BUSINESS ADVANTAGE I 104421 4211000 Office Supplies -Permit Center 35 20115418 182 .92 00 00005018 10/28 /2022 STAPLES BUSINESS ADV ANT AGE 1104211 4306001 COPS Red Shop Towels 3518640779 133 .70 00 0 1531515 10/28 /2022 A+ WINDOW & GUTTER CLEANING 2304220 4331000 CLEANING SRVS -FIRE ST A TIO NS 7541R 985 .00 00 01531515 10/28 /2022 A+ WINDOW & GUTTER CLEANING 2304220 4331000 CLEANING SRVS-FIRE STATIONS 7592R 195 .00 00 01531516 10/28 /2022 ACCURATE FIRST AID SERVICES LLC I 104330 4219000 FIRST AID SUPPUES -CORPY ARD C-1663 141.36 00 01531516 10/28 /2022 ACCURATE FIRST AID SERVICES LLC I 104340 4219000 FIRST AID SUPPLIES -CITY HALL C-1667 155.39 Report Date 10/28 /2022 Page City & Housing Item 1C-23 City of Palm De sert Check Register I 0/28/2022 -I 0/28 /2022 Bank ID Check Number Check Date Vendor Name Account Number Transaction Desc Invoice Amount Paid 00 01531517 10/28 /2022 AETNA 2300000 3412400 EMS 12/14/2 1 Ref Run 21-709548 CLl227571 8 103.65 00 01531518 I 0/28 /2022 AIR & HOSE SOURCE INC 11 04331 4334000 Parts for backhoe 479520 284.26 00 01531519 10/28 /2022 ALARM MONITORING SERVICES INC I 104 330 4309000 ALARM MONITORING -CRP YRD 97988 315.00 00 01531519 10/28/2022 ALARM MONITORING SERVICES INC I 104330 4331000 ALARM SRVS -CORPORATION YARD 97205 283.00 00 01531519 10/28 /2022 ALARM MONITORING SERVICES INC 1104340 4309000 ALARM MONITORJNG -CTY HLL 97987 288.00 00 01531519 I 0/28 /2022 ALARM MONITORING SERVICES INC I 104340 4309000 ALARM MONITORING -CTY HLL 97986 144.00 00 01531519 10/28 /2022 ALARM MONITORING SERVICES INC I 104340 4309000 ALARM MONITORING -HSTRCL 98135 144.00 00 01531519 10/28/2022 ALARM MONITORING SERVICES INC I 104340 4309000 ALARM MONITORING -HSTRCL 98138 432.00 00 01531519 10/28 /2022 ALARM MONITORING SERVICES IN C I 104340 4331000 ALARM SRVS -CITY HALL & HS 97094 242 .36 00 01531519 l 0/28 /2022 ALARM MONITORING SERVICES INC 1104340 4331000 ALARM SRVS -CITY HALL & HS 97 193 283.00 00 01531519 10/28 /2022 ALARM MONITORING SERVICES INC 1104344 4309000 ALARM MONITORING -PORTOLA CC 980 14 225.00 00 01531519 10/28 /2022 ALARM MONITORING SERVICES INC 4254430 4395000 ALRM MONITORING -iHUB 98106 144.00 00 01531519 10/28 /2022 ALARM MONITORING SERVICES INC 5104195 4369601 ALARM MONITORJNG -PARK.VIEW BL 98089 432 .00 00 01531519 10/28 /2022 ALARM MONITORING SERVICES INC 5104195 4369602 ALARM MONITORING-STATE BLDG 98082 144.00 00 01531519 I 0/28/2 022 ALARM MONITORING SERVICES INC 5104195 4369602 ALARM MONITORING -ST A TE BLDG 98083 144 .00 00 01531519 10/28 /2022 ALARM MONITORING SERVICES INC 5104195 4369800 ALARM SRVS -HENDERSON 97194 154 .00 00 01531519 10/28 /2022 ALARM MONITORING SERVICES INC 5 104195 4369800 ALARM MONITORING -HENDERSON B 98088 432.00 00 01531519 10/28 /2022 ALARM MONITORING SERVICES INC 5 104195 4369800 ALARM MONITORJNG -HEND ERSON B 98090 144 .00 00 01531520 10/28 /2022 AMERICAN FORENSIC NURSES I 104210 4390400 FY 22 /23 Blood draws/DUI drug 76600 6 1.22 00 01531520 I 0/28 /2022 AMERICAN FORENSIC NURSES I 104210 4390400 FY 22/23 Blood draws/DUI drug 76601 122.44 00 01531520 I 0/28 /2022 AMERJCAN FORENSIC NURSES 1104210 4390400 FY 22 /23 Blood draws/DUI drug 76644 6 1.22 00 01531520 10/28 /2022 AMERJCAN FORENSIC NURSES I 104210 4390400 FY 22/23 Blood draws/DUI drug 76645 6 1.22 00 01531520 10/28 /2022 AMERICAN FORENS IC NURSES I 104210 4390400 FY 22/23 Blood draws/DUI drug 76662 94 .61 00 01531520 10/28 /2022 AMERICAN FORENSIC NURSES I 104210 4390400 FY 22/23 Blood draws/DUI drug 76663 61.22 00 01531520 10/28 /2022 AMERICAN FORENSIC NURSES I 104210 4390400 FY 22/23 Blood draws/DUI drug 76664 61.22 00 01531520 10/28 /2022 AMERICAN FORENSIC NURSES 1104210 4390400 FY 22 /23 Blood draws/DU I drug 7668 1 6 1.22 00 01531520 10/28 /2022 AMERICAN FORENSIC NURSES I 104210 4390400 FY 22/23 Blood draws/DUI drug 7668 2 183 .66 Report Date 10/28 /2022 Page 2 City & Housing Item 1C-24 C ity o f Palm D esert Ch ec k R egister I 0/28/2022 -I 0/28/2022 Ba nk ID Ch ec k Numb e r C heck D ate V endor Nam e A ccount N umb e r T ran sa ction Desc In voi ce A mount Paid 00 01531521 10/28 /2022 ANDERSON COMMUN ICATION INC 1104310 4365000 MONTHLY RADIO REPEATER SERVICE 19577 250.00 00 01531522 10/28 /2022 APPLIANCE MEDIC BERTHEOLA 11 04330 4404000 APPLIANCES -CORPORATION YARD 93088 2,643.03 00 01531522 10/28 /2022 APPLIANCE MEDIC BERTHEOLA I 104340 4331000 APPLIANCE SRVS / REPAIRS 93073 334 .30 00 01531522 10/28 /2022 APPLIANCE MEDIC BERTHEOLA 2304220 4331000 APPLIANCE SRVS / REPAIRS 93103 968.65 00 01531523 10/28 /2022 ART !NV RESEARCH & DEVELOPMENT INC.4364650 4337200 Damage to art ART DAMAGE 350 .00 00 01531524 10/28 /2022 Artists Rights Society Inc 4364650 4321700 Film Rights AR2TMP I I 580 300.00 00 01531525 10/28 /2022 ASSUREH IRE INC 1104154 4305600 19/EVERJFY 41828 83.40 00 01531526 10/28 /2022 BECK OIL INC 1104331 4217000 CITY FLEET GAS AND DIESEL 519483 7,464.26 00 0 1531527 10/28 /2022 BLUE CROSS OF CALIFORNIA 2300000 3412400 EMS 1/10/20 Ref Run 20-16452 NCF655A55752 1,869.75 00 0 1531528 10/28 /2022 BLUE SHIELD OF CALIFORNIA 2300000 3412400 EMS 4/4/22 Ref Run 22-198159 R58712636 1,848.00 00 01531529 10/28 /2022 BRIGHT EVENT RENTAL 1104416 4306101 Hunger Awareness Lights 670418 1,179.69 00 01531530 10/28 /2022 BURRTEC 2774373 4351800 TRASH PICKUP SRV PP East 433101-10/22 8,150.62 00 01531530 10/28 /2022 BURRTEC 2774373 4351800 TRASH PICKUP SRV PP West 433 I 04-10/22 6,774.12 00 01531530 10/28/2022 BURRTEC 5104195 4369601 73710 FW TRASH PICKUP SRV 208162-10/22 480.29 00 01531530 10/28 /2022 BURRTEC 5104195 4369602 73720 FW TRASH PICKUP SRV 208189-10/22 336.69 00 01531531 10/28 /2022 CALIFORNIA BUILDING ST AND ARDS 6100000 2281000 GREEN BLD FEES-3RD QRT 2022 10/11/2022 3,739.00 00 01531531 10/28 /2022 CALIFORNIA BU ILDING STANDARDS 6100000 2281000 I 0% ADMIN FEE 10/11 /2022 -373 .90 00 01531532 10/28 /2022 CALIFORNIA DESERT NURSERY INC 1104614 4337001 infills -El Paseo LMA 9 86233 954 .64 00 01531533 10/28 /2022 CASC ENG INEERING AND CONSULTING !NO 104300 4309000 PUBLIC WORKS DEPT -0047368 6 ,745 .00 00 01531534 10/28 /2022 CASH , PETTY 11 04470 4312500 ARC LUNCH MTG: MEMBERS/STAFF M O'REILLY 10 /1 I 157.86 00 01531535 10/28 /2022 CASH, PETTY 11 04300 4211000 cell phone case -EG 092922-MS 12.92 00 01531535 10/28 /2022 CASH, PETTY I 104300 4211000 headphones -EG 101322-EG 43 .08 00 01531535 10/28 /2022 CASH, PETTY I 104300 4312500 09/22/22 Corp yard Mtg Snacks 092222-ML 31.20 00 0 1531535 10/28 /2022 CASH, PETTY 1104300 4312500 09/22 /22 Cartegraph Training 092222-DR 113.94 00 01531535 10/28 /2022 CASH, PETTY 1104300 4312500 09/27 /22 Bagels & Highlights M 093022-BG 35.33 00 0153 1535 10/28 /2022 CASH, PETTY 1104300 4312500 09/22/22 Traffic Mgmt Mtg 092822-BA 14.72 00 0153 1535 10/28 /2022 CASH, PETTY 11 04300 4312500 10/03 /22 APWA Mtg 100322-LL 49.37 Report Date 10/28/2022 Page 3 City & Housing Item 1C-25 Ci ty of P alm D esert Check Register I 0/28/2022 -I 0/28/2022 Bank ID Ch ec k Numb e r Ch eck D ate Ve ndor Nam e A ccount N umbe r T ransa cti o n Desc In voic e A moun t Paid 00 01531535 10/28 /2022 CASH , PETTY I 104 300 4312500 10/03 /22 APWA Mtg 100322-RG 40.00 00 01531535 10/28 /2022 CASH , PETTY 1104300 4312500 I 0/03 /22 APW A Mtg 1003 22-CG 40.00 00 01531535 10/28 /2022 CASH, PETTY I 104 300 4312500 10/0 3/22 APWA Mtg 100322-CG-l 40.00 00 01531535 10/28 /2022 CASH, PETTY 11 04300 43 12500 I 0/ 11/22 Parks & Rec Mtg 101122-SM 28.00 00 015 31 535 10/28 /2022 CASH, PETTY 1104300 4312500 I 0/07 /22 Intra dept coordinati 101122-MA 40.05 00 01531535 10/28 /2022 CASH, PETTY 1104300 4312500 I 0/12/22 Safety Meetin g 101922-ML 24.57 00 01531535 10/28/2022 CAS H, PETTY 1104300 4312500 10/1 4/22 Bi-weekly staff mtg 101922-MA 55 .92 00 01531535 10/28 /2022 CASH , PETTY 1104300 4312500 I 0/19/22 Playground Safety 10 1922-SM 13.50 00 01531535 10/28 /2022 CASH, PETTY 1104310 4219000 headset and car charger -Stre 101222-MS 41.87 00 01531535 I 0/28 /2022 CAS H, PETTY 11 0433 1 4334000 I 0/11/22 Fuel for Carpool Yeh 101222-AC 20 .00 00 01531535 10/28 /2022 CAS H, PETT Y 2304220 4331000 add sales tax FS table 100522-CG 49.42 00 015 31536 10/28 /2022 C HARTER COMMUN ICATIONS I 104190 43 65000 OCT22-City Hall Internet 0345093101622 1,035 .0 0 00 01531537 10/28 /2022 CHARTER COMMUN ICATIONS 1104190 4365000 Oct -Corp Yard Internet 1093262100722 72.27 00 01531538 10/28 /2022 CHARTER COMMUNICATIONS 11 04 190 4365000 Oct -Internet Services 0036098100122 386.32 00 01531539 10/28 /2022 COACHELLA VALLEY ECONOMIC I 104110 4312500 CVEP Retreat -Jan Harnik CVEP RTRT-JH 95 .00 00 015315 40 10/28 /2022 COACHELLA VALLEY WATER DIST. 4254430 4395000 iHUB (9/22 - I 0/19) 720041 3091040C22 59.10 00 01531540 10/28 /2022 COACH ELLA VALL EY WA TER DIST. 1104340 435 1000 (A) I 057 C ity Hall 31518784 7714SP22 259 .67 00 01531540 10/28 /2022 COACHELLA VALLEY WATER DIST. 1104344 435 1000 (B) I 057 Porto la CC 315 1878477 14SP22 524.62 00 01531540 10/28 /2022 COAC HELLA VALLEY WATER DIST. 1104610 4351000 248 RAC WELL RMT BY LAKE 332429853174SP22 2,348 .25 00 01531540 10/28/2022 COAC HELLA VALLEY WATER DIST. 1104610 4351000 1093 CI VI C CENTER PARK 315245847772SP22 10,102.25 00 01531540 10/28 /2022 COAC HELLA VALLEY WATER DIST. I 1046 1 I 4351000 10 54 C ITY PARKS 315 l 8 1847708AG22 2,727 .64 00 01531540 10/28 /2022 COACHELLA VALLEY WATER DIST. 110461 I 4351000 10 54 C ITY PARKS 31518l847708SP22 3,!0l.6 1 00 01531540 10/28 /2022 COAC HELLA VA LL EY WATER DIST. 1104614 4351000 I 150 WASHINGTON & 1-10 5876158499 I 40C22 399.4 1 00 01531540 10/28 /2022 COACHELLA VALLEY WATER DIST. 11046 14 4351000 1055 ST MEDIANS "5" 3151838477 10 SP22 10,943.85 00 01531540 10/28 /2022 COACH ELLA VALLEY WATER DIST. I 1046 14 4351000 I 0528 Entrada /Eric Johnson 3172878498 14 SP22 1,047 .39 00 01531540 10/28 /2022 COACH ELLA VA LL EY WATER DIST. 2424549 435 1000 1141 AQUATIC CENTER 512541849 896SP22 2,712 .97 00 01531540 10/28 /2022 COACHELLA VALLEY WATER DIST. 2764374 4351000 10 560 HAYSTAC K 330551849952SP22 1,333.42 Report Date 10/28/2022 Page 4 City & Housina Item 1C-26 C ity of Palm D esert Check Register I 0/28/2022 -I 0/28/2022 Bank ID Ch eck Numb e r Ch eck Date Vendor N ame A ccount N umb e r T ran s action Desc Invoice Amount Paid 00 0 1531540 I 0/28 /2022 COACH ELLA VALL EY WATER DIST . 2764374 4351000 I 0561 HAYSTACK 330559849954SP22 839.82 00 01531540 10/28 /2022 COACHELLA VALLEY WATER DIST. 2774373 4351000 (3) I 056 Presidents Plaza 315185847712SP22 2,766 .31 00 01531540 10/28/2022 COACHELLA VALLEY WATER DIST. 2774373 4351000 (5) I 056 Presidents Plaza 315185847712SP22 1,905 .92 00 01531540 10/28 /2022 COACHELLA VALLEY WATER DIST. 2784374 4351000 (I) I 056 Vineyards 315185847712SP22 53.16 00 01531540 10/28 /2022 COACHELLA VALLEY WATER DIST. 2784374 4351000 (7) I 056 Vineyards 315185847712SP22 105.52 00 01531540 10/28 /2022 COACHELLA VALLEY WATER DIST. 28 14374 4351000 (4) 1056 The Grove 315185847712SP22 212 .60 00 01531540 10/28 /2022 COAC HELLA VALLEY WATER DIST. 2824373 4351000 (2) 1056 Presidents Plaza 3 315185847712SP22 246.94 00 01531540 10/28/2022 COACHELLA VALLEY WATER DIST. 2824373 4351000 (8) I 056 Presidents Plaza 3 3151858477 12SP22 75.10 00 01531540 I 0/28 /2022 COACHELLA VALLEY WATER DIST . 2834374 4351000 (6) I 056 Portola Place 315185847712SP22 111.51 00 01531540 10/28 /2022 COACHELLA VALLEY WA TER DIST. 5 104195 4369601 (I) 11 6 1 -73710 FW 652499886934SP22 112.66 00 01531540 10/28 /2022 COACHELLA VALLEY WATER DIST. 5104195 4369601 (3) 11 61 -73710 FW FP 652499886934SP22 86.99 00 01531540 10/28/2022 COACHELLA VALLEY WATER DIST. 5 104195 4369602 (2) 1161 -73720 FW 652499886934SP22 78.09 00 01531540 10/28 /2022 COACHELLA VALLEY WATER DIST. 5 1041 95 4369800 (4) 1161 -72559 Hwy 111 652499886934SP22 64 .28 00 01531540 10/28 /2022 COACHELLA VALLEY WATER DIST . 5 104 195 4369800 (5) I 161 -72559 Hwy 111 FP 652499886934SP22 46.43 00 01531541 10/28 /2022 CONSOLIDATED ELECTRICAL DIST. INC. 1104 611 4332501 ELECTRICAULIGHTING -PARKS 5725-1059590 2,964.20 00 01531542 10/28 /2022 CUEVAS, JOHN MANUEL 4364650 4309200 Monarch Mural 010202022 750.00 00 01531543 10/28 /2022 DD PAINTING INC 1104330 4331000 RIM BUILDINGS -CORPORATION YA 95667 2,450.00 00 01531544 10/28/2022 DEPARTMENT OF CONSERVATIO 6 100000 2284000 SMIP FEES-3 RD QTR 2022 10/11 /2022 6 ,738.04 00 01531544 I 0/28 /2022 DEPARTMENT OF CONSERVATION 6 100000 2284000 5%ADMIN FEE I 0/11 /2022 -336.90 00 01531545 10/28 /2022 DESERT AIR COND ITIONl G INC. I 104340 4331000 EXTRAS HV AC -CITY HALL 231241 233.64 00 01531546 10/28 /2022 DESERT ELECTRIC SUPPLY 1104 310 4332000 Street Maint su ppli es S30 I 433 7 .00 I 85 .84 00 01531546 10/28 /2022 DESERT ELECTRI C SUPPLY 1104330 4331000 RIM Bldg -Corp Yard S3013911.001 117 .63 00 01531546 10/28 /2022 DESERT ELECTRIC SUPPLY I 104340 4331000 light bulbs -City Hall S3009606.00 I 289.05 00 01531546 10/28 /2022 D ESE RT ELECTRIC SUPPLY 1104340 4331000 light bu lbs -City Hall S3014431.00 I 95.04 00 01531546 10/28 /2022 DESERT ELECTRI C SUPPLY 1104 340 4331000 electri cal sup plies -City Hal S3020815.00I 188.26 00 01531546 10/28 /2022 DESERT ELECTRIC SUPPLY 1104340 4331000 building materials -City Hall S3021002 .00I 139 .17 00 01531546 10/28/2022 DESERT ELECT RI C SUPPLY 1104344 4331000 electrical su pplies -Portola S3021000.00I 22.54 Report Date 10/28/2022 Page 5 Ci ty & Housing Item 1C-27 City of Palm Desert Check Register 10/28/2022 -I 0/28 /2022 Bank ID Check Number Check Date Vendor Na me Account Number Tr a nsaction Desc Invoice Amount Paid 00 01531546 10/28 /2022 DESERT ELECTRIC SUPPLY 5104 195 43 69601 light bulbs -Parkvicw S3014467.00I 295.96 00 01531547 10/28 /2022 DESERT NAPA AUTO PARTS 1104331 4334000 RIM Vehicle supplies 961774 34.46 00 01531547 10/28/2022 DESERT NAPA AUTO PARTS 11 04331 4334000 RIM Yeh #55 City Owned 963618 43.08 00 01531548 10/28 /2022 DESERT OASIS HEALTHCARE 1104154 4391500 Vaccines 97376-SEPT22 60.00 00 01531549 10/28 /2022 DESERT RECYCLING INC 11043 IO 4332000 RECYCLING FACILITY FOR DISPOSA 15930 302.00 00 01531550 10/28 /2022 DESERT SUN INC . 1104 111 4321000 AD # 0005397862 4971619 323.40 00 01531550 10/28 /2022 DESERT SUN INC. 1104111 4321000 AD# 0005403792 4971619 213.40 00 01531550 10/28 /2022 DESERT SUN IN C . 1104111 4321000 AD # 0005408693 4971619 176.00 00 01531550 10/28 /2022 DESERT SUN INC. 1104! l l 4321000 AD # 0005411777 4971619 844.80 00 01531550 10/28 /2022 DESERT SUN INC . 1104111 4321000 AD # 0005415594 4971619 3 16.80 00 01531550 10/28 /2022 DESERT SUN INC. 1104111 4321000 AD # 0005420973 4971619 250.80 00 01531550 10/28 /2022 DESERT SUN INC. 1104111 4321000 AD# 0005420982 4971619 171.60 00 01531550 10/28 /2022 DESERT SUN INC. 1104111 4321000 AD # 00054306 I 9 4971619 239.80 00 01531551 10/28 /2022 DISABILITY ACCESS CONSULTANTS LLC I 104159 4309000 PROFESSIONAL SERVICES TO UPDAT 22-27 1 2 ,925.00 00 01531552 10/28/2022 DR HYDRAULICS INC 11043 31 4334000 ADVANTAGE LIFT SRV -CORPY ARD 2641 492.44 00 01531553 10/28 /2022 DRAGON'S EXT ERMINATOR 11 04611 4331000 EXTRA SERVICES -PARKS 89220011 250.00 00 01531554 10/28 /2022 EARTH SYSTEMS CONSULTANTS SW 4004161 4400100 PROVIDE SPECIAL INSEPCT!ON SER 836104 2 ,156.00 00 01531555 10/28 /2022 F!RSTCHOICE COFFEE SERVICE 1104340 4219000 SUPPLY AS NEEDED VARIOUS 714211 90.00 00 01531555 10/28 /2022 FIRSTCHOICE COFFEE SERVICE 1104340 4219000 SUPPLY AS NEEDED VARIOUS 7 15301 141.27 00 01531556 10/28 /2022 FLORES, ABEL 4364650 4309200 El Pasco Ex sign 23 24 2049 1,986.50 00 01531557 10/28 /2022 FORESITE ESCROW 8734699 4400100 FC-Pl-22-054-3 ESCROW N0.080363 50,000.00 00 0153155 8 10/28 /2022 FORESITE ESCROW 2 144494 4390102 05-BEGIN-058-FC-22-054-3 ESCROW NO 080363 30,000.00 00 01531559 10/28 /2022 FREY, JEREMY 1104420 4311500 CALBO 10/10-11 /22 J.FREY MILEI0/10/22 104.50 00 01531559 10/28/2022 FREY, JEREMY 1104420 4312000 CALBO 10/10-1 1/22 J.FREY PRDMI 0/10/22 96.00 00 01531560 10/28 /2022 FRIEDMAN IMAGING 1104422 4361000 Code Scanning 2022031 228 .92 00 0 1531560 10/28 /2022 FRIEDMAN IMAGING 1104470 4361000 DIGITAL IM AGING SERV ICES OF 2022032 2,8 17 .73 00 0 1531561 10/28 /2022 GAUGUSH , CORA 2304220 4331000 Oven Thermostat and Gas Knob f PW092122 206.20 Report Date 10/28 /2022 Page 6 City & Housing Item 1C-28 C ity of Palm D esert Check Register I 0/28/2022 -I 0/28 /2022 Bank ID Check N umber Ch eck Date Ve ndo r Nam e A ccount N umb e r Trans actio n Des c In voic e A mount Paid 00 0 1531562 10/28 /2022 GENERAL CREDIT FORMS INC I 104421 4211000 Them1al Paper for Tenninals 0008982 51.00 00 0 1531563 10/28 /2022 GLICKMAN, DEBORAH 1100000 1150100 IEDC 9/17-21 /22 D.GLICKMAN CLR M ILE 9/22 /22 -12.63 00 01531563 10/28 /2022 GLICK.MAN , DEBORAH I 100000 1150100 IEDC 9/17-21 /22 D.GLICKMAN CLR PRDM9/22/22 -288.00 00 0 1531563 10/28 /2022 GLICKMAN, DEBORAH 1100000 1150100 IEDC 9/17-21 /22 D.GLICKMAN CLR A IR9/22 /22 -435.78 00 0 1531563 10/28 /2022 GLICKMAN, DEBORAH 11 04430 4311500 IEDC 9/17-2 1/22 D.GLICKMAN MILE 9/22/22 12.63 00 01531563 10/28 /2022 GLICKMAN, DEBORAH 1104430 4312000 IEDC 9/17-21/22 D.GLICKMAN IEDC23-HOTEL 1,045.44 00 0 1531563 10/28 /2022 GLICKMAN, DEBORAH 1104430 4312000 IEDC 9/17-21 /22 D.GLICKMAN IEDC23-MISC 35 .00 00 01531563 10/28 /2022 GLICKMAN, DEBORAH I 104430 4312000 IEDC 9/17-21 /22 D.GLICKMAN IEDC23-PRKNG 100.00 00 0 1531563 10/28 /2022 GLICKMAN, DEBORAH 1104430 4312000 IEDC 9/17-21 /22 D.GLICKMAN IEDC23 -TAXI - I 34.75 00 0 1531563 10/28 /2022 GLICKMAN, DEBORAH 1104430 4312000 IEDC 9/17-2 1 /22 D.GLICKMAN IEDC23-T AXI -2 19.99 00 01531563 10/28 /2022 GLICKMAN, DEBORAH 1104430 4312000 lEDC 9/17-21 /22 D.GLICKMAN PROM 9/22 /22 288 .00 00 01531563 10/28 /2022 GLICKMAN, DEBORAH 1104430 4312000 IEDC 9/17-21 /22 D.GLICKMAN AIR 9/22/22 435.78 00 0 1531564 10/28 /2022 GLS US 1 10411 1 4366000 DSRT SurfDDA Shipment 4838373 4.01 00 01531565 10/28 /2022 GOVERNMENT FINANCE OFFICERS 1100000 1430100 Dues L. Urban/ J. Ramont/V . Chavez 0232001 74.00 00 01531565 10/28 /2022 GOVERNMENT FINANCE OFFICERS 1104150 4363000 Dues L.Urban/J.Ramont/V.Chavez 0232001 381 .00 00 01531566 10/28 /2022 GRIFFITHS FENCE 6100000 2399100 wooden fence repair -Homme Ad 3581 840.00 00 01531566 10/28 /2022 GRIFFITHS FENCE I 104610 4332100 FENCE REPAIRS -CC PARK 3582 815.00 00 01531566 10/28 /2022 GRIFFITHS FENCE 1104614 4392 101 FENCE REPA IRS -ENTRADA DEL PA 3627 2,586.00 00 01531567 10/28 /2022 HAMMER PLUMBING AND PUMPING INC. 2304220 4331000 plumbing services -Fire Stati 25695-1 230.00 00 0 1531567 10/28 /2022 HAMMER PLUMBING AND PUMPING INC. 2304220 4331000 plumbing services -Fire Stati 25748-1 875.00 00 0 1531568 10/28 /2022 HEAL TH NET LIFE 2300000 3412400 EMS 3/l /22 Ref Run 22-127614 R 1137925300 2,035 .00 00 0153 1569 10/28 /2022 HERITAGE PROVIDER NETWORK INC 2300000 3412400 EMS 5/20/22 Ref Run 22-299815 866A5208320-1 2,428 .94 00 0 1531570 10/28 /2022 H IGH TECH IRRIGATION INC. 1104310 4332000 Street Maint supplies 731334 28.47 00 0 1531570 10/28 /2022 HIGH TECH IRRIGATION INC. 11 04310 4332000 Street Mai nt supplies 731391 38.57 00 01531570 10/28 /2022 HIGH TECH IRRlGATION INC. 1104610 4332001 irrigation repairs -CC Prk 731375 175.91 00 0 153 1570 10/28 /2022 HIGH TECH IRRIGATION INC . 1104614 4337001 irrigation repairs -El Paseo 731765 379.86 00 01531571 10/28 /2022 HORIZON PROFESSIONAL LANDSCAPE 2754686 4332 100 clean up -La Pa loma I 6410 660.00 Report D ate 10/28/2022 Page 7 City & Housin g Item 1C-29 C ity of P a lm D esert Check Register I 0/28/2022 -I 0/28 /2022 Bank ID Check Number Ch eck Date Ve ndor N am e A ccount N umb e r T ran sa ction D esc In voice A mount Paid 00 01531571 10/28/2022 HORIZON PROFESSIONAL LANDSC APE 2774373 4332100 clean up -PP I &II LMA 7 6398 4 80.00 00 0 1531572 10/28 /2022 IMP ERIAL JRRJGA TION DISTRI CT 1104250 4351400 S/W COR CC WSH 50 I 55642-SP22 57.19 00 0 1531572 10/28 /2022 IMPERIAL IRRlGATION DISTRJCT 110425 0 4351400 S/W COR CC WSH 50 !55645-SP22 56.75 00 01531572 10/28 /2022 IMPERIAL IRRJGA TION DISTRJCT 1104250 4351400 40996 WASH ST TRF SIGNAL 50524526-SP22 77.02 00 01531572 10/28 /2022 IMPERJAL IRRIGATION DISTRJCT I 104250 4351400 Dinah Shore Dr/Shopper 50087402-SP22 37.14 00 01531572 10/28 /2022 IMP ERJAL IRRIGATION DISTRJCT 1104250 4351400 Din ah Shore Dr/Miriam 500874 I I-SP22 36.55 00 01531572 10/28 /2022 IMP ERIAL IRRIGA Tl ON DISTRICT 1104250 4351400 728 00 Din ah Shore Drive 50087423-SP22 60.62 00 01531572 10/28 /2022 IMP ERIAL IRRIGATION DISTRI C T 1104250 4351400 Dinah Shore Dr/Monterrey 50087432-SP22 71.3 0 00 01531572 10/28 /2022 IMPERIAL IRRJGA TION DISTRICT 1104250 4351400 Dinah Shore Dr/Monterey 50087443-SP22 37.89 00 01531572 10/28 /2022 IMPERIAL IRRJGA TION DISTRI CT 1104250 4351400 Dinah Shore Dr/Miri am 50087452-SP22 63.87 00 01531572 10/28 /2022 IMP ERIAL IRRIGATIO N DISTRI CT 1104250 4351400 37998 Gerald Ford Dr 50514026-S P22 33.43 00 01531572 I 0/28 /2022 IMP ERJAL IRRIGATION DISTRICT 1104250 4351400 37996 Gerald Ford Dr Signal LT 505 I 4028-SP22 59 .27 00 01531572 10/28 /2022 IMPERJAL IRRlGA TION DISTRJCT 1104250 4351400 75396 Frank Sinatra Dr 5054 0835 -SP22 38.34 00 01531572 10/28 /2022 IMPERIAL IRRIGATION DISTRJ CT 1104250 4351400 75394 Frank Sinatra Dr St Ligh 50540839-SP22 34.63 00 01531572 10/28 /2022 IMPERJAL IRRIGATION DISTRICT I 104250 4351400 33108 Mo nt Safety Lt 50650535-SP22 98.64 00 01531572 10/28 /2022 IMPERJAL IRRIGATION DISTRICT I 104614 4351400 34249 Monterey Ave 504 88446-SP22 21.55 00 01531573 10/28 /2022 IMPERIAL SPRINKLER SUPPLY INC 1104611 4332001 irri gat ion repairs -LMA 16 5289492-00 786.03 00 015315 73 10/28 /2022 IMPERIAL SPRINKLER SUPPLY lNC 1104614 4337001 irri ga tion repa irs -Medi ans L 5265863-00 922.43 00 0 1531573 10/28 /2022 IMPERIAL SPRINKLER SUPPLY INC 1104614 4337001 irrigation repairs -Fred Wari 5298683-00 704.83 00 0 1531574 10/28 /2022 IMPRESS ION DES IGN 1104310 4214000 50 City logo hats 14049 861.46 00 0 1531575 10/28 /2022 INSTITUTE OF TRANSPORTATION 1104300 4363000 !TE 2023 Membershi p Dues RB 1016117-RB23 335.00 00 01531576 10/28 /2022 IRRJGA TION ASSOC IATION 1104300 4363000 Irriga tion A ssoc iation Certifi 42618CR-2023 75.00 00 01531576 10/28 /2022 IRRIGATION ASSOCIATION 1104300 4363000 Technical Irrigation Associati 426 l 8MR-2023 200.00 00 0 1531577 10/28 /2022 JESUS CENTENO 1100000 1150 100 CACEO 3 9/1 2-1 6/22 J.CENTENO CLR LDG 9/16 /22 -903.70 00 0 1531577 10/28 /2022 JESUS CENTENO I 100000 I 150 100 CACEO 3 9/12-16 /22 I .CENTENO CLR MILE 9/16/22 -192 .5 0 00 0 1531577 10/28 /2022 JESUS CENTENO 1100000 1150100 CACEO 3 9/1 2-1 6/22 J .CEN TENO CLR PROM 9/16/22 -407.00 00 0 1531577 10/28 /2022 JESUS CENTENO 1104422 4311500 CACEO 3 9/12-16/22 J.CENTENO MILE 9/16/22 192.50 Report Date 10/28 /2022 Page 8 City & Housi nr Item 1C-30 City of Palm Desert Check Register 10 /28/2022 -I 0 /28 /2022 BanklD Check Number Check Date Vendor Name Account Number Transaction Desc Invoice Amount Paid 00 01531577 I 0/28 /2022 J ESUS CENTENO I 104422 4312000 CA CEO 3 9/1 2-16/22 J.CENTENO PROM 9/16/22 407 .00 00 015 3 I 577 I 0/28 /2022 JESUS CENTENO I 10442 2 4312000 CACEO 3 9 /12-16/22 J.CENTENO LOG 9/16/22 903.70 00 015 3 1577 10/28 /2022 JESUS CENTENO 11 04422 4312000 CACEO 3 9/12-16/22 J.CENTENO PRK 9 /16/22 75.00 00 01531578 10/28/2022 JO E GONSALVES & SON CORP I 104 11 2 4309000 Legislative adv ocates. $3,000/ 160240 3,000.00 00 01531579 10/28 /2022 JOHN HARRISON CONTRACTrNG £NC 1100000 3221100 80% REFUND FOR HVRC22-0998 HVRC22-0998 127.20 00 01531580 10/28 /2022 JOY ANNI JIMENEZ I 104420 431 1500 CALBO 10/10-11 /22 J.JIMENEZ MILEI0/10/22 92.50 00 01531580 10/28 /2022 JOY ANN I JIM ENEZ 1104420 4312000 CALBO 10/10-11 /22 J.JIMENEZ LOG I 0/10/22 136.80 00 01531580 10/28 /2022 JOV AN N I JIMENEZ 11 04420 43 12000 CALBO 10/10-11 /22 J.JIMENEZ PRDMI0/10/22 96.00 00 01531580 10/28 /2022 JOV ANNI JIMENEZ I 104420 439 1500 BOOT RE IMB-JOY ANNI JIME NEZ BOOT REIMB1022JJ 250 .00 00 01531581 10/28 /2022 JUN K EX PRE SS , THE 1104422 4305500 Abatement Case no .22-1909 21 0220 85.00 00 01531581 10/28 /2022 JUN K EXPRESS , THE I 104422 4305500 Abatement Case no.22-190 I 210219 525.00 00 015 3 15 82 10/28 /2022 KART AL CORPORATION, THE 1104211 4306001 COPS Program Q3 Car Washes 171022-1 262.50 00 01531582 10/28 /2022 KARTAL CORPORATION, THE 11 04331 4334000 CITY FLEET WASH SER VICES D URJN 171022-2 217 .50 00 01531583 10/28 /2022 KNORR SYSTEMS INC 2424549 4400 100 AC POOL COVER Sl242146 33 ,698.55 00 01531 584 10/28 /2022 KOA CORPORATION 2 1345 65 5000903 TRAFFIC ENGrNEERrNG SERVICES F JC12091-7 25 ,875.24 00 015315 85 10/28 /2022 LAWSON PRODUCTS £NC I 104310 4332000 Street Maint supplies 9309955255 303.32 00 0 1531585 10/28 /2022 LAWSON PROD UCTS IN C l 104 330 4219000 Suppli es -Corpyard 9309955254 60.88 00 01531586 10/28 /2022 LOCK SHOP INC. I 104340 4219000 standard keys -City Ha ll AA00064220 9 .5 4 00 01531586 10/28/2022 LOC K SHOP INC. 1104340 4219000 keys -C ity Ha ll BB005532 10 85.83 00 01531586 10/28 /2022 LOCK SHOP £NC. 1104340 42 19000 keys -City Hall B800553262 12 .7 1 00 0 153 1586 I 0/28 /2022 LOC K SHOP INC. 11 04340 433 1000 door handle replacement -SSS A l 34638 1,383 .78 00 01531586 10/28 /2022 LOCK SHOP INC. 1104340 4331000 door handle rep lacement -C it B800553276 255.9 1 00 0 1531586 10/28 /2022 LOCK SHOP £NC . 11046 10 4219000 keys -CC Prk B800552330 34 .37 00 015315 87 10/28 /2022 LOWE'S HOME CENTERS £NC. I 104310 4332000 STREET MArN SUPPLIES 902733-10 I 222 478. 14 00 015315 87 I 0/28 /2022 LOWE'S HOME CENTERS £NC . 11043 10 4332000 Street Maint su ppli es 902008-IO 1322 669.3 5 00 015315 87 10/28 /2022 LOWE'S HOM E CENTERS IN C. I 104 3 10 4332000 Street Maint su ppli es 902 164-101422 264.25 00 015315 87 10/28/2022 LOWE'S HOME CENTERS IN C. I 104310 4332000 Street Maint su ppli es 903666-IO I 822 426.72 Report Date 10 /28 /2022 Page 9 City & Housing Item 1C-31 C ity of Palm D esert Check Register I 0/28/2022 -10/28 /2022 Bank ID Check Number Ch eck Date V endor Na me A ccount N umb e r T rans action Desc Invoic e Amount Paid 00 01531587 10/28 /2022 LOWE'S HOME CENTERS INC. 11 04340 4219000 equipment tools -City Hall 902574-100522 39.68 00 01531587 10/28/2022 LOWE'S HOME CENTERS lNC. 1104340 4219000 emergency supplies -City Hall 901747-101322 225.10 00 01531587 10/28 /2022 LOWE'S HOME CENTERS IN C . 1104340 4331000 paint -City Hall 902575-100522 83.25 00 01531587 10/28 /2022 LOWE'S HOME CENTERS INC . 1104416 4306101 Golf cart float supplies 902386-101022 335 .18 00 01531587 10/28 /2022 LOWE'S HOME CENTERS I 1C. 1104416 4306101 GOLF CART FLOAT SUPPLIES 902812-101222 331.33 00 01531587 10/28 /2022 LOWE'S HOME CENTERS TNC. 1104416 4306101 Golf can float supplies 902006-101322 163 .95 00 01531587 I 0/28 /2022 LOWE'S HOME CE TERS INC. 1104416 4306101 Golf can float supplies 902356-101522 286.42 00 01531587 10/28 /2022 LOWE'S HOME CENTERS INC. I 104416 4306101 Golf can float supplies 912607-101722 125.26 00 01531587 10/28 /2022 LOWE'S HOME CENTERS INC. I 104416 4306101 Golf can float supplies 903667-101822 134 .59 00 01531587 I 0/28 /2022 LOWE'S HOME CENTERS INC . 1104416 4306101 Golf cart float supplies 903671-101822 20.36 00 01531587 I 0/28 /2022 LOWE'S HOME CENTERS I C. 1104611 4219000 fly traps -University Dog Prk 902456-101022 140.08 00 01531587 10/28 /2022 LOWE'S HOME CENTERS INC. 1104611 4219000 nuts and bolts -Joe Mann Dog 902670-101 122 7 .26 00 01531588 10/28 /2022 M & M SWEEPTNG INC . 1104310 4332000 PARKING LOT SWEEPING -CORPY AR 63977 339.17 00 01531588 10/28 /2022 M & M SWEEPING IN C. 1104610 4332100 PARKING LOT SWEEPING-CC PARK 63977 763 .33 00 01531588 10/28 /2022 M & M SWEEPTNG TNC. 1104611 4332501 PARKTNG LOT SWEEPTNG -PARKS 63977 602.92 00 01531588 10/28 /2022 M & M SWEEPTNG TNC. 1104614 4392101 PARKTNG LOT SWEEPTNG -ENTRADA 63977 246.67 00 01531588 10/28 /2022 M & M SWEEPING INC . 2424549 4331100 PARK.ING LOT SWEEPING-AQUATIC 63977 139 .17 00 01531588 10/28 /2022 M & M SWEEPING INC . 2774373 4309103 PARKING LOT SWEEPING -PRESIDE 63977 592.50 00 01531588 10/28 /2022 M & M SWEEPTNG INC. 2824373 4309103 PARK.ING LOT SWEEPING -PRESIDE 63977 458.33 00 01531588 10/28 /2022 M & M SWEEPTNG INC. 5104195 4369601 PARKING LOT SWEEPTNG -PARKVIE 63977 187.91 00 01531589 10/28 /2022 MA TICH CORPORATION 1100000 2060000 RTNT Pl 16076/C43130 LNI RNTN PP#02 -749 .00 00 01531589 10/28 /2022 MATICH CORPORATION 1104312 4332000 COOK ST. lMPOVEMENT GENEREAL F PP #02 14,980.00 00 01531589 10/28 /2022 MATICH CORPORATION 2110000 2060000 RTNT Pl 16076/C43130 LN2 R.NTN PP #02 -16,262. 15 00 01531589 10/28 /2022 MA TICH CORPORATION 211431 1 439 1505 COOK ST. IMPOVEMENT-SBI FUNDS PP #02 325 ,243 .00 00 01531589 10/28 /2022 MA TICH CORPORATION 3030000 2060000 RTNT Pl 16076/C43130 LN4 R.NTN PP#02 -26,700.00 00 01531589 10/28 /2022 MA T ICH CORPORATION 3034311 4332000 COOK ST. IMPOVEMENT-84-1 R. PP #02 534,000.00 00 01531590 I0/28 /2022 MAXWELL SECURJTY SERVICES I !04340 4309000 PROVIDE AFTER-HOURS PHYS ICAL 221018! 400.00 Report Date 10/28/2022 Page 10 City & Housing Item 1C-32 C ity of P a lm D esert C heck Register 10/28/2 022 - I 0/28 /2022 Bank ID Ch ec k N umb er C heck Date Ve ndor N am e A ccount N umb e r T ra nsac tion D esc In voice A mount Paid 00 01531591 10/28 /2022 MOBILE MINI 11 041 59 4391902 COVID Testing Site Mobile 90 15452 860 1,012.58 00 01531591 10/28 /2022 MOBILE MINI I I0415 9 439 1902 COV!D Testing Site Gene rato r 90 1546670 1 1,778.57 00 0 I 53!592 10/28 /2022 MUIR ,SHAWN 1104300 4312500 Playground Safety Training Mee 81 1693323 10 7.98 00 0 1531593 10/28/2022 NANCE, MI CHELLE 110441 6 4306101 Reimburse: Golf Cart Parade 171250 23.48 00 01531593 10/28 /2022 N ANCE, MICHELLE I 1044 16 4306101 Reimburse: Golf Cart Parade 10 5566 36.85 00 01531594 10/28 /2022 New Moon Pictures Lie 4364650 432 1700 Fi lm Rights 166 754.00 00 01531595 10/28 /2022 NUTRJEN AG SOLUTIONS fNC I 104610 433200 1 GRASS SEED -C IVI C CENTER PARK 49657724 23 ,70 0.00 00 0 1531595 10/28 /2022 NUTRIEN AG SOLUT IO NS fNC 1 !04610 4337100 GRASS SEED -TRI-CITIES SPORTS 49657724 23 ,700.00 00 0153 15 95 10/28 /2022 NUTRJEN AG SOLUTIO NS fNC 11046 11 4332001 GRA SS SEED-LMA 16 PARKS 49657724 10 .00 00 01531595 10/28 /2022 NUTR IEN AG SOLUTIONS fNC 11046 11 433200 1 GRASS SEED-LMA 16PARKS 49692664 18 ,950.00 00 01531595 10/28 /2022 NUTRIEN AG SOLUTIONS fNC 2764374 4332100 GRASS SEED -HAYSTACK GREENBEL 49692664 14 ,237.00 00 0 1531596 10/28 /2022 ORTEGA, N lAMH 1104111 4311500 TIC Mil eage 132 m @ .625 p/m MILEAGE TIC 9/22 82 .50 00 01531596 10/28 /2022 ORTEGA, NIAMH 1104111 4312000 TIC lo dging 9/12-9/16/22 65544 656 .52 00 01531596 10/28 /2022 ORTEGA, N IAMH 11 04 111 4312000 TIC Parking 9/13 /22 729007231 I 1.00 00 01531596 10/28 /2022 O RTEGA, NTAMH 1104111 4312000 TIC Parking 9/14/22 729693629 I 1.00 00 01531596 I 0/28 /2022 ORTEGA, NTAMH 1104111 4312000 TIC Parki ng 9/15/22 730382 104 I 1.00 00 01531596 10/28 /2022 ORTEG A, N IAMH 1104111 43 12000 TIC Parkin g 9/16/22 73 1072369 11 .00 00 01531596 10/28 /2022 O RTEGA, NIAMH 1104111 43 12000 TIC Per Diem 9/12-9/16/22 PER DI EM TTC9/22 3 10.50 00 01531597 10/28 /2022 OTIS ELEVATOR CO 1104330 4309000 ELEVATOR SVC -CORPORATION Y AR 1004009 15 866 209.20 00 015 3 1597 10/28 /2022 OTIS ELEV A TOR CO 5 104195 4 369500 ELEVA TOR SVC SHERIFF SUBSTA TIO 10040 0914090 206.02 00 0 153 1598 10/28 /2022 OTIS ELEVATOR CO 1104330 4309000 logistics and fuel impac t fee F10000010783 125 .00 00 01531599 10/28 /2022 OZZIE'S INTERNATIONAL TIRE & AUTO 1104331 4334000 SUPPLEMENTAL GENERAL FLEET REP 3 1545 494.5 1 00 015 3 1599 10/28 /2022 OZZIE'S fNTERNA TIONAL TIRE & AUTO I 10433 1 4334000 SUPPLEMENTAL GENERAL FL EET REP 3 1579 1,488.23 00 01531599 10/28/2022 OZZIE'S fNTERNATIONAL TIRE & AUTO II 04331 433 4 000 SUPPLEMENT AL GENERAL FLEET REP 3 15 85 1,157.12 00 0 15315 99 10/28 /2022 OZZIE'S fNTERNA TIONAL T IRE & AUTO 1104331 4334000 SUPPLEMENTAL GENERAL FLEET REP 31597 258.00 00 0 1531600 10/28 /2022 PALM DESERT ACE HARDWARE 1104310 4332000 Street Maint s uppli es 238 152 19 .36 00 0 1531600 10/28 /2022 PA LM DESERT ACE HARDWARE 1104310 4332000 Street Maint su pplies 238234 24.32 Report Date 10/28/2022 Page 1 1 City & Housing Item 1C-33 C ity o f Palm D esert Check Register 10/28/2022 -I 0/28 /2022 Bank ID Ch eck Number Check Date Ve ndor Nam e A ccount N umber T ran saction D esc In voice A mount Paid 00 01531600 10/28 /2022 PALM DESERT ACE HARDWARE 1104310 4332000 Street Maint supplies 238237 28 .51 00 01531600 10/28 /2022 PALM DESERT ACE HARDWARE 1104340 4219000 building suppl ies -City Hall 238008 35.82 00 01531600 10/28 /2022 PALM DESERT ACE HARDWARE 1104340 4219000 EOC supplies -City Hall 23 8 199 38.78 00 01531600 10/28 /2022 PALM DESERT ACE HARDWARE 1104340 4331000 building materials -City Hall 238000 34.45 00 01531600 10/28 /2022 PALM DESERT ACE HARDWARE I !04614 4392101 paint -El Paseo 238170 35 .53 00 01531601 10/28 /2022 PALM DESERT CHAMBER OF COMMERCE 1104 800 430620 1 Four Sponsorships 22 /23 73005 3 ,500.00 00 01531601 10/28 /2022 PALM DESERT CHAMBER OF COMMERCE I 104800 4306201 58th ANNUAL GOLF CART PARADE 73039 25 ,000.00 00 01531602 10/28 /2022 PALMER ELECTRIC I 104610 4332100 ELECT REPAIRS-CIVIC CENTER P 3852 1,635 .00 00 01531602 10/28 /2022 PALMER ELECTRJC 1104610 4332100 ELECT REPAIRS -CIVIC CENTER P 3875 677.00 00 01531602 I 0/28 /2022 PALMER ELECTRIC 1104611 4332501 ELECT REPAIRS-PARKS 3812 663 .27 00 01531602 10/28 /2022 PALMER ELECTRIC 1104611 4332501 ELECT REPAIRS -PARKS 3813 1,008.53 00 01531602 10/28 /2022 PALMER ELECTRIC 1104611 4332501 ELECT REPAIRS-PARKS 3842 436.00 00 01531602 10/28 /2022 PALMER ELECTRIC 1104611 4332501 ELECT REP AIRS -PARKS 3851 218.00 00 01531602 10/28 /2022 PALMER ELECTRIC 1104611 4332501 ELECT REPAIRS-PARKS 3874 3,230 .00 00 01531602 10/28 /2022 PALMER ELECTRIC 1104611 4332501 ELECT REPAIRS-PARKS 3876 895.00 00 01531602 10/28 /2022 PALMER ELECTRIC 1104614 4392101 ELECT REPA IRS -ENTRADA DEL PA 3856 7,876.83 00 01531602 10/28/2022 PALMER ELECTRIC 4414195 4332000 ELECT REPAIRS -DESERT WILLOW 3829 3 ,611.90 00 01531603 10/28 /2022 PDLQ YOUTH FOOTBALL INC 1104800 4388000 Outside Agency FY 22-23 C434801 10 ,000.00 00 01531604 10/28 /2022 POWERFUL PEST MANAGEMENT 1104330 4309000 PEST CONTROL -CORPY ARD 272986 104 .50 00 0 1531604 10/28 /2022 POWERFUL PEST MANAGEMENT 1104330 4309000 PEST CONTROL -CORPY ARD 272987 49.50 00 01531604 10/28 /2022 POWERFUL PEST MANAGEMENT 1104340 4309000 PEST CONTROL -CITY HALL & 272989 49.50 00 01531604 10/28 /2022 POWERFUL PEST MANAGEMENT 1104340 4309000 PEST CONTROL -CITY HALL & 272990 137 .50 00 01531604 10/28 /2022 POWERFUL PEST MANAGEMENT 11 04344 4309000 PEST CONTROL -PORTOLA CC 272988 74.50 00 0 1531604 10/28 /2022 POWERFUL PEST MANAGEMENT 1104800 4388500 PEST CONTROL -ARTISTS CENTER 272999 99.00 00 01531604 10/28 /2022 POWERFUL PEST MANAGEMENT 2304220 4331000 PEST CONTROL -FIRE ST A T IONS 272996 88.00 00 01531604 10/28 /2022 POWERFUL PEST MANAGEMENT 2304220 4331000 PEST CONTROL -FIRE ST A T IONS 272997 71.50 00 01531604 10/28 /2022 POWERFUL PEST MANAGEMENT 2304220 4331000 PEST CONTROL -FIRE STA T IO NS 272998 7 1.50 Report Date 10/28 /2022 Page 12 City & Housin g Item 1C-34 C ity of P alm D esert Check Register I 0/28/2 022 -I 0/28 /2022 Ba nk ID Check N umber Ch eck Date Ve ndor N am e Ac count N umb er T ransa ction Des c Invoi ce A mount Paid 00 0 153 1604 10/28 /2022 POWERFUL PEST MANAGEMENT 5 104 195 4369500 PES T C ONTROL -SHERJFF SU BSTAT 272995 88.00 00 0 1531604 10/28 /2022 POWERFUL PEST MANAG EMENT 5 104 195 4369601 PEST CONTROL-PARKV IEW COMPLE 27299 1 82.50 00 0 1531604 10/28 /2022 POWERFUL PEST MANAGEMENT 5 104 195 4369602 PEST CONTROL -ST A TE BLDG 272992 88.00 00 01531604 10/28 /2022 POWERFUL PEST MANAGEMENT 5104195 4369800 PEST CONTROL -HENDERSO BLDG 273182 132.00 00 01531605 10/28 /2022 POWERSTRJDE BATTERY COMPANY INC 1104331 4334000 Golf cart batteries P696267 1,596 .27 00 01531606 10/28 /2022 PPG ARCHITECTURAL FIN ISHES 11 04310 4391502 Graffiti supplies 972203102281 215.70 00 0 153 1607 10/28/2022 PROFORMA SOCAL 11 04 154 4219000 Name Badges BH49002970A 215.33 00 0 153 1607 10/28 /2022 PROFORMA SOCAL 11 04154 4219000 Business Cards BH49003076A 137 .56 00 01531608 I 0/28 /2022 PUZIO, CHRISTOPH ER 4364650 4400100 Anza-Borrego scu lpture 221001 -1 25,000.00 00 0 1531609 I 0/28 /2022 QUAD !ENT LEASING USA INC 11 04 15 9 4211000 C leaning Supplies/mailing maeh 40196729 30.17 00 0 1531610 10/28 /2022 QU INN COMPANY 1104330 4331000 GNRTR SRVCS-CORPY ARD WOG000 13545 839.86 00 01531610 10/28 /2022 QU I N COMPANY 1104330 4331000 GNRTR SRVCS-CORPY ARD WOG000 13544 839.86 00 01531610 10/28 /2022 QUINN COMPANY I 104330 4331000 GNRTR SRVCS-CORPY ARD WOG000l3 838 377.50 00 015316!0 10/28 /2022 QU INN COMPANY l !04330 4331000 GNRTR SRVCS-CORPYARD WOG000l3 839 377.50 00 015316!0 10/28 /2022 QUINN COMPANY 1104330 4331000 GNRTR SRVCS-CORPY ARD WOG00013 840 377.50 00 015316!0 !0/28 /2022 QUINN COMPANY 1104330 4331000 EXTRA GNRTRS SVCS -CORPY ARD WOG00013788 1,465.86 00 0 15316!0 10/28 /2022 QUINN COMPAN Y 1104340 4331000 GNRTR SRVCS -CITY HALL & WOG000 13543 1,265.86 00 0153 1610 10/28 /2022 QUINN COMPANY 1104340 4331000 GNRTR SRVCS -CITY HALL & WOG000 13549 839 .86 00 01531610 10/28 /2022 Q U INN COMPA Y 11 04340 4331000 G RTR SRVCS -CITY HALL & WOG000 13 84 1 377.50 00 0 1531610 I 0/28 /2022 QUINN COMPA Y 1104340 4331000 GNRTR SRVCS -CITY HALL & WOG000l3901 377.50 00 01531610 10/28 /2022 QU INN COMPANY 2304220 4331000 GNRTR SRVCS-F!RE STATIONS WOG00013546 839 .86 00 01531610 10/28 /2022 QUINN CO MPANY 2304220 4331000 GNRTR SRVCS-FIRE STATIONS WOG000l3 547 839 .86 00 01531610 10/28/2022 QUINN COMPANY 2304220 433 1000 GN RTR SRVCS-FIRE STATIONS WOG000 l3548 839.86 00 0 1531610 10/28 /2022 QUINN COMPANY 2304220 4331000 GNRTR SRVCS-FIRE STATIONS WOG00013 900 377.50 00 01531610 10/28 /2022 QUINN COMPANY 2304220 433 1000 GNRTR SRVCS-FIRE STATIONS WOG000 13898 318.50 00 01531610 10/28 /2022 QU INN COMPANY 2304220 4331000 GN RT R SRVCS-F!RE STATIONS WOG000l 3899 377.50 00 01531611 10/28 /2022 RAMIREZ, MELA IE 11 04421 4211000 DEPT. SIGNAGE LETTERS S!GNAGE 10/13 5 .92 Report Date 10/28/2 022 Page 13 City & Housing Item 1C-35 City of Palm Desert Check Register I 0/28/2022 -I 0/28/2022 Bank ID Check Number Check Date Vendor Name Account Number Transaction Desc Invoice Amount Paid 00 0 15316 11 10/28 /2 022 RAMIREZ, MELAN IE I 104421 43 12500 MEET THE PERMIT CENTER MTNG. MEETING 10/19 59.50 00 01531612 I0/28 /2022 RASIX COMPUTER CENTER INC I 1041 90 42 12000 Toner !087634 208.81 00 01531612 10/28 /2022 RASlX COMPUTER CE TER I C I 104190 4212000 Toner 1088493 358 .05 00 01531612 10/28 /2022 RASlX COMPUTER CENTER INC 1104190 4212000 Toner 1089988 167.83 00 01531612 10/28 /2022 RASIX COMPUTER CENTER INC 1104190 4212000 Toner JD90425 320.51 00 0 1531612 10/28 /2022 RASIX COMPUTER CENTER INC 1104190 4212000 Toner ID90630 512.79 00 01531612 10/28 /2022 RAS IX COMPUTER CENTER INC 1104190 421 2000 Toner 1D90152 214 .95 00 01531613 10/28 /2022 ROCCO , REBECCA S . 2370000 3550100 19/20 EIP Assmt. Refund-Rocco 627253027-1 1,235.20 00 01531613 10/28 /2022 ROCCO, REBECCA S. 2370000 3550100 20/21 EIP Assmt. Refund-Rocco 627253027-2 1,235.20 00 01531613 10/28 /2022 ROCCO , REBECCA S. 2370000 3550 100 21 /22 EI P Assmt. Refund-Rocco 627253027-3 1,235 .20 00 01531614 10/28(2022 ROJAS , JOE 1104300 4391500 Safety Footwear Reimb -JR BOOTRE!MB-JR22 206 .6 1 00 01531615 10/28 /2022 SECURITY SIGNAL DEVICES INC. 5104195 4369602 STA TE BLDG FIRE ALARM MONITOR! R-00392575 218.67 00 01531616 10/28 /2022 SILLMAN WRIGHT ARCHITECTS 4504161 4400100 AMENDMENT NO . 1 FOR DESlGN OF 19020-0922 2,263.75 00 01531617 10/28 /2022 SIMPLOT PARTNERS 1104611 4332001 GOPHER TRAP-PARKS 208138243 91.43 00 01531617 10/28 /2022 SIMPLOT PARTNERS 1104310 4332000 Irrigation supplies -streets 208138024 47.23 00 01531617 I 0/28 /2022 SIMPLOT PARTNERS 1104310 4332000 Street Maint supplies 208138319 82.59 00 01531618 10/28 /2022 SO CAL GAS 1104330 4351200 74605 42nd Ave SHOP 05382896 I 49-OC22 31.98 00 01531618 10/28 /2022 SO CAL GAS 2304220 4351200 73200 Mesa View Dr. -FS #67 054 I 2483009-OC22 80.70 00 01531618 10/28 /2022 SO CAL GAS 2304220 4351200 44400 Town Ctr Wy -FS#33 06242756002-OC22 201.00 00 01531618 10/28 /2022 SO CAL GAS 2304220 4351200 73995 Country Club Dr -FS #7 I I 3562662000-OC22 106.17 00 0153161 8 10/28 /2022 SO CAL GAS 2424549 4351200 73751 Magnes ia Falls -POOL 131495 I 7933-OC22 17 .27 00 0!531 618 10/28 /2022 SO CAL GAS 5104 195 4369800 72559 Hwy ! I !-Henderson 08946430827-OC22 15 .2 9 00 01531619 10/28 /2022 SOUTHERN CALIFORN lA EDISON 11 04250 4351400 Street lites LS-3 6000015 10277SP22 183.0 1 00 0 1531619 10/28/2022 SOUTHERN CALIFORNIA EDISON 11 04250 4351400 TRAFFIC SIGNALS TC-I 600001002544SP22 7 ,954.19 00 01531619 10/28/2022 SOUTHERN CALIFORNIA EDISON 11043 30 435 1400 74705 42nd PED 700117253442SP22 3 ,531.73 00 01531619 10/28 /2022 SOUTHERN CALIFORNIA ED ISON 1104610 4351400 CC Park -San Pabl o 700167703344SP22 4 ,970.57 00 01531619 10/28 /2022 SOUTHERN CALIFORN IA EDISON 1104611 4351400 73510 FW PARKS AL-2 700383536327OC22 3,509.92 Report Date 10 /28/2022 Page 14 City & Housino Item 1C-36 City of Palm Desert Check Register I 0/28/2022 -I 0/28 /2022 Bank ID Check Number Check Date Vendor Name Account Number Transaction Desc Invoice Amount Paid 00 01531619 10/28/2022 SOUTHERN CALIFORN IA ED ISON 11 04614 4351400 43556 I /2 San Pablo 700654070741SP22 112 .25 00 01531619 10/28 /2022 SOUTHERN CALIFORN IA EDISON 5104195 4351400 73710 & 73720 FW STE 700485107855SP22 8,536 .83 00 01531620 10/28/2022 STEVE OLSON I 104420 4391500 BOOT REIMB-STEVE OLSO BOOT REIMB I 022JF 250.00 00 01531621 10/28 /2022 SUPERIOR READY MIX CONCRETE 1104310 4332000 DELIVER CONCRETE MIX AS NEEDED 307290 583.62 00 01531621 10/28 /2022 SUPERIOR READY MIX CONCRETE 1104310 4332000 DELIVER CO CRETE MIX AS NEEDED 308410 646 .51 00 01531621 10/28 /2022 SUPERIOR READY MIX CONCRETE 1104310 4332000 DELIVER CONCRETE MIX AS NEEDED 310410 1,209.83 00 01531621 10/28 /2022 SUPERIOR READY MIX CONCRETE 1104310 4332000 DELIVER CONCRETE MIX AS NEEDED 310446 505.09 00 01531622 10/28 /2022 T-MOB ILE USA INC 1104331 4334000 LEASED VEHICLE GPS 9782203840C22 1,447.8 0 00 01531623 10/28 /2022 TERRA NOV A PLANNING & RESEARCH 1104470 4309000 Update 2021-2029 Housing TN08201 I 6 ,567.98 00 01531623 10/28 /2022 TERRA NOVA PLANNING & RESEARCH I 104470 4309000 Update 2021-2029 Housing TN082012 522 .1 2 00 01531624 10/28 /2022 TOPS BARRICADES INC. I 104310 4332000 SUPPLY AS NEEDED FOR VARIOUS S 1096322 910.62 00 01531624 10/28 /2022 TOPS BARRICADES INC. 1104310 4332000 SUPPLY AS EEDED FOR VARIOUS S 1096323 1,171.56 00 01531625 10/28/2022 VERIZON SELECT SERVICES INC 1104159 4365000 Toll Free Service I 3 I 822689SEP22 1.52 00 01531626 10/28/2022 VERIZON WIRELESS I 104210 4304200 Sheriff Cell Phones 9916524242 I 63.40 00 01531627 10/28 /2022 VERIZON WIRELESS I 104110 4365000 City Coun c il Mifi 9916891808 38.01 00 01531627 10/28 /2022 VERIZON WIRELESS I 104150 4365000 Fina nce Mifi 9916891808 38.01 00 01531627 10/28 /2022 VERIZON W IRELESS 11 04190 4365000 ITMifi 991689 1808 228 .06 00 01531627 10/28 /2022 VERIZON WIRELESS 1104300 4365000 Public Works Mifi 9916891808 119 .0 3 00 01531627 10/28 /2022 VERIZON WIRELESS I 104420 4365000 Building Inspector Mifi 9916891808 223.45 00 01531627 10/28/2022 VERIZON WIRELESS 1104422 4365000 Code Mifi 9916891808 266.07 00 01531627 10/28/2022 VERIZON WIRELESS 1104470 4365000 Dev Services Mifi 9916891808 38 .01 00 01531628 10/28 /2022 VERIZON WIRELESS 1104154 4219100 EOC Phone Services 99 17564476 7.00 00 0 1531628 10/28 /2022 VERIZON WIRELESS I 104300 4365000 Public Works Cell 99 17564476 51.30 00 01531628 10/28 /2022 VERIZON WIRELESS I 104300 4365000 Public Works Mifi 9917564476 40.0 1 00 01531629 10/28 /2022 VISTA PAINT CORPORATION 1104310 4404500 PURCHASE OF A WALK BEHIND STRJ 2022-699 I 09-00 10 ,328.24 00 01531630 10/28 /2022 WATERLINE TECHNOLOG IES IN C 2424549 4211100 CHEMICAL ACQUISITION SERVICES 5605644 672.79 00 01531630 10/28/2022 WATERLINE TECHNOLOGIES I C 2424549 4211100 CHEMICAL ACQUISITION SERVICES 5606301 840.99 Report Date 10/28/2022 Page 15 City & Housing Item 1C-37 City of Palm Desert Check Register I 0/28/2022 -10/28/2022 Bank ID Check Number Check Date Vendor Name Account Number Transaction Desc Invoice Amount Paid 00 01531630 10/28 /2022 WATERLINE TECHNOLOGIES INC 2424549 4211100 CHEMICAL ACQUISITION SERVICES 5606672 432.51 00 0 1531630 10/28 /2022 WATERLINE TECHNOLOGIES INC 2424549 4211100 CHEM ICAL ACQUISITION SERVICES 5607397 1,469.34 00 01531630 10/28 /2022 WATERLINE TECHNOLOGIES INC 2424549 4211100 CHEMICAL ACQUISITION SERVICES 5607516 696.82 00 01531631 10/28 /2022 WEST COAST ARBORISTS IN C 1104610 4332001 MISC TREE WORK-CIVIC CTR PAR 188504-A 1,657.75 00 01531631 10/28 /2022 W EST COAST ARBORISTS INC I 10461 I 4332001 MISC TREE WORK -PARKS 188504-A 321.38 00 01531631 10/28 /2022 WEST COAST ARBORISTS INC I 104614 4337001 PALMS -MEDIANS 190053 7,222 .00 00 01531631 10/28 /2022 WEST COAST ARBORISTS INC I 1046 14 4337001 PALMS -MEDIANS 190613 8 ,326.00 00 01531631 10/28 /2022 WEST COAST ARBORJSTS INC I 104614 4337001 MISC TREE WORK -MEDIANS 188504-A 1,454.85 00 01531631 10/28/2022 WEST COAST ARBORISTS INC I 104614 4392101 MISC TREE WORK -ENTRA DA DEL P 188504-A 4,884 .90 00 01531632 10/28 /2022 WINGED SOLUTIONS INC I 104610 4332001 CIV IC CENTER PARK LAGOON WATER WS093022CC 553 .50 00 01531633 10/28 /2022 XEROX FINANCIAL SERVICES 1104190 4342000 Xerox 60 mo. Copier Lease 3529870 10 .80 00 01531634 10/28 /2022 XPRESS GRAPHICS 1104150 4361000 Financial Plan Books 22-48320 846.14 Audited and Found Correct Total For Bank ID -00 ----1,740,977.77 Report Date I 0/28 /2022 Page 16 ~~ty & Housing Item 1C-38 Bank ID Check Number Check Date Vendor Na me 10 00001561 I 0/28 /2022 CITY OF PALM DESERT Audited an d Found Correct ~ire~r~ Report Date I 0/28 /2022 City of P a lm Desert Check Register I 0/28/2022 -I 0/28 /2022 Account N umb er T ransaction D esc 7034495 4400100 REIMB CK0l531007-WRONG BANK ID Invoice Amount Paid REIMB 9/2/2022 29,388.00 Total For Bank ID -10 29,388_00 Page 17 successor AQencv Item 1C-39 C ity of Palm D esert Check Register 11 /4/2022 -11/4/2022 BankID Ch ec k N umb er Check Date Ve ndor Na me A ccount N umbe r T ransacti on Desc In voic e Amount Paid 00 00005019 11 /04/2022 ALLEN, FRANK 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11/1/2022 174.70 00 00005020 11 /04/2022 ARZAGA , MARIA 5764 192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1/2022 130.50 00 00005021 11 /04/2022 AVERY ,ANN 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1/2022 399 .67 00 00005022 11/04/2022 BASSLER, THOMAS 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1/2022 461.16 00 00005023 11 /04/2022 BISHOP, ROBERT 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 430.42 00 00005024 11 /04/2022 BO CHEN 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 389 .91 00 00005025 11 /04/2022 BRADLEY, DEBRA 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 1,183;30 00 00005026 11 /04/2022 BROWN, MICHAEL 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 1 1/1 /2022 535.78 00 00005027 11 /04/2022 CECHIN, TERRY 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 548.15 00 00005028 11 /04/2022 CEHR, DAVID 5764192 4119000 RETIREE HEAL TH STIPEND Novembe I I /1 /2022 461.16 00 00005029 11 /04/2022 CICCHINI, SUZANNE 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 822.23 00 00005030 11 /04/2022 CONLON, PATRICK C. 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11/1/2022 461. I 6 00 00005031 11 /04/2022 CRAWFORD, DANNY 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11/1/2022 1,362.24 00 00005032 11 /04/2022 CRITES, BUFORD 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 174 .70 00 00005033 11/04/2022 CROY,HOMER 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 307.44 00 00005034 I 1/04/2022 DARLING , GLORIA 5764192 4119000 RETIREE HEAL TH STIPEND Novembe I I/1 /2022 174.70 00 00005035 11 /04/2022 HOLLINGER, DIANE 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11/1 /2022 822.23 00 00005036 11 /04/2022 DIERCKS, MARK 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 115.15 00 00005037 11 /04/2022 DOYLE, KAREN 5764 192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 513.23 00 00005038 11 /04/2022 DRELL, PHILIP D. 5764 192 4119000 RETIREE HEALTH STIPEND Novembe 11/1 /2022 461.16 00 00005039 11 /04/2022 FANNING, JODI 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 838 .86 00 00005040 11/04/2022 FENSKE, CHARLES 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 461. I 6 00 0000504 1 11/04/2022 FERGUSON, JAMES C. 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 1,025 :53 00 00005042 11 /04/2022 FLINT, DA YID 5764 192 4119000 RETIREE HEALTH STIPEND Novembe 11/1 /2022 151.4 1 00 00005043 11 /04/2022 FOLKERS, R ICHARD J. 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 461.16 00 00005044 11 /04/2022 GARNER, PAGE 5764 192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 1,571.82 00 00005045 11/04/2022 GIBSON, PAULS . 5764 192 4 11 9000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 1,183.30 Report Date 11/04/2022 Page City & Housing Item 1C-40 C ity of P a lm D esert Check Register 11 /4/2022 -11/4/2022 BankID C heck Numb er Check Date Vendor Na me Account Numb er T ran sac tion Desc In voice A moun t Paid 00 00005046 11 /04/2022 GODFREY, BEN ORRIN 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11/1 /2022 461.16 00 00005047 11 /04 /2022 GOMEZ, DONNA 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 1,183.30 00 00005048 11 /04 /2022 GRANCE, RUSSELL 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 702 .42 00 00005049 11 /04 /2022 GREENWOOD, MARK 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1/2022 1,183.30 00 00005050 11 /04/2022 GRIFFIN, ROSALVA 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 273 .64 00 00005051 11 /04/2022 HENDERSON.RHONDA 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 742.31 00 00005052 11 /04/2022 HERMANN , DAVID 5764192 4119000 RETIREE HEALTH STIPEND Novembe I 1/1 /2022 I , I 04.42 00 00005053 11 /04/2022 HERNANDEZ,ANTHONY 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11/1 /2022 535.78 00 00005054 11 /04/2022 HERNANDEZ,CARLOS 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11/1 /2022 1,183.3 0 00 00005055 11 /04/2022 HOGELE, ROCHELLE G. 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 115 .15 00 00005056 11 /04/2022 HOLTZ, GREGG 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 461.16 00 00005057 11 /04 /2022 JOHNSON, SONDRA 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 461.16 00 00005058 11 /04 /2022 JOY, PHILLIPE. 5764 192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 967.92 00 00005058 11 /04/2022 JOY , PHILLIP E. 5764192 4119000 RETIREE HEAL TH STIPEND October 11/1 /2022 967 .92 00 00005059 11 /04 /2022 JUDY, JANINE MARIE 5764192 41 19000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 163 .06 00 00005060 I 1/04/2022 KARIMI, BASHIER AHMAD 5764192 41 19000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 174 .70 00 00005061 I 1/04/2022 KILPATRICK, SHAWN 5764192 41 19000 RETIREE HEAL TH STIPEND Novembe 11/1/2022 1,159.81 00 00005062 11 /04/2022 KLASSEN, RACHELLE D. 5764192 41 19000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 822 .23 00 00005063 11 /04/2022 KNIGHT, SPENCER 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 461.16 00 00005064 11 /04 /2022 KNUTSON , LAUREL 5764 192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 101.95 00 00005065 11 /04 /2022 LEAL, DIANA 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 1,058 .05 00 00005066 11 /04 /2022 LONGMAN, ELIZABETH M . 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 139 .76 00 00005067 11 /04/2022 MCBRIDE, CRAIG 5764 192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 174 .7 0 00 00005068 11 /04/2022 MCCARTHY, JUSTIN 5764 192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 368 .93 00 00005069 11 /04/2022 MCCORMICK, ROBIN 5764 192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 163 .06 00 00005070 11 /04/2022 METZ, THOMAS 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 1,210.75 00 00005071 11 /04 /2022 MONROE, TONY A 5764192 4 119000 RETIREE HEAL T H STIPEND Novembe 11/1 /2022 535.78 Report Date 11/04/2022 Page 2 City & Housing Item 1C-41 C ity of P a lm D esert Check Register 11/4/2022 -I I /4/2022 BankID Ch ec k Numb er Ch eck Date Ve ndor N am e A ccount N umb e r T ransac tion Des c In voice A mount Paid 00 00005072 11 /04/2022 MOORE, JANET 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 1,571.82 00 00005073 11 /04/2022 MOORE, RUTH ANN 5764 192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 535 .78 00 00005074 11 /04/2022 NEELY, MICHAEL 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 810.49 00 00005075 11/04/2022 NIEMCZAK, JAY 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1/2022 413.17 00 00005076 11 /04/2022 ORTIZ, WENDELL 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 430.42 00 00005077 11 /04/2022 OSBORN, LINDA 5764 192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 174 .70 00 00005078 11 /04/2022 PONDER, HART 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 378 .52 00 00005079 11 /04/2022 PRUSfNOWSKI, KAREN 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 399.67 00 00005080 11 /04/2022 REAM , LISA 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11/1 /2022 234.61 00 00005081 11 /04/2022 RIDDLE, FRANKIE 5 764192 4119000 RETIREE HEAL TH STIP END Novembe 11/1 /2022 524 .03 00 00005082 11 /04/2022 ROCHA, GRACE L. 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 665 .75 00 00005083 11 /04/2022 ROSAS, SERGIO 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 1,183 .30 00 00005084 11 /04/2022 RUSSELL, LINDA 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 535.78 00 00005085 11 /04/2022 SCULLY, PATRIGA H . 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 174 .70 00 00005086 11 /04/2022 CHRISTIANSEN, SHARON 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 535 .7 8 00 00005087 11 /04/2022 SMITH, STEPHEN R. 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1/2022 461.16 00 00005088 11 /04/2022 STANLEY, JANE 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11/1 /2022 286.19 00 00005089 11 /04/2022 SZYMANSKI, BETTY 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 931.86 00 00005090 11 /04/2022 TOWNSEND, ALANA 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 198 .00 00 00005091 11 /04/2022 TUCKER, RON 5764 192 4119000 RETIREE HEALTH STIPEND Novembe 11/1 /2022 1,183 .30 00 00005092 11 /04/2022 WALKER, DEL 5764192 4119000 RETIREE HEALTH STIPEND Novembe 1 1/1/2022 319.24 00 00005093 11 /04/2022 WELLER, DENI 5764 192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 461.16 00 00005094 11 /04/2022 WHITE, BRYCE 5764 192 4 119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 163.06 00 00005095 11 /04/2022 W ILCOX, DARIN 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11/1 /2022 342 .86 00 00005096 11 /04/2022 W ITTE, LOCK 5764192 41 I 9000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 842 .63 00 00005097 11 /04/2022 WOHLMUTH , JOHN 5764192 4119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 1,211.52 00 00005098 11 /04/2022 ZAMARRIPA, AARON 5764192 4119000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 535.78 Report Date 11 /04/2022 Page 3 City & Housing Item 1C-42 City of Palm Desert Check Register 11 /4/2022 -1 1/4/2022 Bank ID Check Number Ch eck Date Vendor Name Account Number Transaction Desc Invoice Amount Paid 00 00005099 11 /04 /2022 ZAMORA, FLORENTINO G. 5764192 4 119000 RETIREE HEAL TH STIPEND Novembe 11 /1/2022 342.04 00 00005100 11 /04/2022 ZATARAIN, ABEL 5764192 4119000 RETIREE H EAL T H STIPEND Novembe 11 /1/2022 1,119.58 00 00005101 11 /04/2022 ZATARAIN, GERARDO 5764192 4119000 RETIREE HEAL TH STIPEND Novembe l 1/l /2022 1,183 .3 0 00 00005102 l l /04/2022 C ITY EMPLOYEES AS SOCIA TES LLC 1100000 2161300 PDEO DU ES THROUGH 10/2022 PDEA102022 1,5 00 .00 00 00005103 11 /04/2022 COUNTY OF RIVERSIDE ANIMAL SERVICES! 100000 3411700 LICENSING CREDIT AN0000002584 -3 ,495.00 00 00005103 l l /04/2022 COUNTY OF RIVERSIDE ANIMAL SERVICES! 104230 4309000 Profe ss ional Services : AN00000025 84 22,760 .40 00 00005103 1 l/04/2022 COUNTY OF RIV ERSID E ANIMAL SERVICES! 1042 30 4309000 Over-Time Field Services Es tim AN00000025 84 1,871.65 00 00005103 11 /04 /2022 COUNTY OF RIVERSIDE ANIMAL SERVICES! 104230 4309000 Shelter Services AN0000002584 6 ,699.60 00 00005103 l l /04/2022 COUNTY OF RIVERSIDE ANIMAL SERVICES I 104230 4309000 License Processing Estimate, B AN0000002584 1,816.00 00 00005103 l l /04/2022 COUNTY OF RIVERSIDE ANIMAL S ERVI CES! 104230 4309000 Operation & Maintenance (Estim AN00000025 84 28 1.88 00 00005104 11 /04/2022 D ELTA DENTAL OF CA LIF ORNIA 1100000 11 50300 Denta l Stull 09/2022 BE005 I 52 I 02 45.75 00 00005104 11 /04 /2022 DELTA DENTAL OF CALI FORNIA 1100000 2160900 Delta Dental Premium 09/2 022 BE00511552 I 12,7 13.30 00 00005104 l l/04/2022 DELTA DENTAL OF CALIFORNIA 1100000 2160900 D elta Dental Premium 010 /2022 BE005l52l02 I 3,535 .31 00 00005 104 I 1/04/2022 DELTA DENT AL OF CALIFORNIA 1104132 4112200 Dental Tho mp son, D. 09 /2022 BE005115521 45 .75 00 00005104 11 /04/2022 DELTA DENTAL OF CALIFORNIA 1104 132 4112200 Dental Thompson, D . 09 /2022 BE005152102 -45 .75 00 00005104 11 /04 /2022 DELTA DENTAL OF CALIFORNIA 1104150 4 112200 Denta l Cardoz, A . 09/2022 BE0051 l 5521 145.67 00 00005104 11 /04/2022 D ELTA DENTAL OF CALIFORNIA 1104150 4 11 2200 Dental Cardoz, A . 09/2022 BE005 I 52 I 02 -145.67 00 00005104 11 /04/2022 D EL TA D ENTAL OF CALIFORN IA 11 04150 4112400 Denta l Rounding 09/2022 BE0051 l 552 I -0 .03 00 00005104 11/04/2022 DEL TA DENTAL OF CA LIFORNIA 1104300 4112200 Dental Firesti ne for 08 /2022 BE005 I I 552 I -145.67 00 00005104 1 l /04/2022 DELTA DENTAL OF CA LIFORNIA 1104430 4112200 Dental Hamet for 09 /2022 BE005 I 52 I 02 4 3.13 00 00005 105 11 /04 /2022 ESRJ 11041 90 4336000 Tech Consultant 94352338 1,95 7 .50 00 00005106 11 /04 /2022 FG CREATIVE INC 2424549 4309000 Advertisement Services 100 76 1,000 .00 00 00005106 11 /04/2022 FG CREATIV E INC 27 14491 432 1500 Adverti s ing Servi ces fo r 10078 12 ,000.00 00 00005106 11 /04/2022 FG CREA TJVE INC 11 04430 4309000 Outreach for El 10075 1,500.00 00 00005107 11 /04 /2022 ID EAPEDDLER LLC 1104417 4309000 Media Management Service 4/12 1886 3,333 33 00 00005108 11 /04/2022 SANT MADE 1104417 4321900 We bsite hostin g & Maintenance 2514 700.00 00 00005109 l l /04/2022 STAPLES BUSINESS ADVANTAGE 1104421 4211000 Office Supplies 3520580765 37 .70 Report Date 11 /04 /2022 Page 4 City & Housing Item 1C-43 City of Palm Desert Check Register 11 /4/2022 -11 /4 /2022 Bank ID Check Number Check Date Vendor Name Account Number Transaction Desc Invoice Amount Paid 00 00005109 11 /04/2022 STAPLES BUSTNESS ADVANTAGE 1104421 421 l000 Office Supplies 3520580764 28.00 00 00005109 11 /04 /2022 STAPLES BUS INESS ADVANTAGE 1104422 4211000 6X9 ENVELOPES 35205 80754 26.29 00 00005 109 11/04 /2022 STAPLES BUSINESS ADV ANT AGE 1104422 4211000 Office Supplies 35205 80754 41.54 00 00005109 I 1/04/2022 STAPLES BUSINESS ADV ANT AGE 4364650 4211000 Public art Supplies 3519506456 54 .90 00 00005109 11 /04/2022 STAPLES BUSINESS ADVANTAGE 4364650 4211000 Public art Supplies 3519506458 5.11 00 00005109 11 /04/2022 STAPLES BUSTNESS ADVANTAGE 4364650 4211000 Public art Supplies 3520115401 68 .91 00 00005109 11 /04 /2022 STAPLES BUSINESS ADVANTAGE 4364650 4211000 Public art Supplies 3520115402 11 .63 00 00005110 11/04/2022 The (RE)DESIGN Group I 104190 4404000 Storage Server Node 4878 89,444.96 00 00005110 11 /04/2022 The [RE]DESIGN Group 1104190 4404000 DELL CYBER RECOVERY VAULT 4352 279,155 .37 00 00005111 11 /04 /2022 US BANK 1104114 4309000 CC 5157 Ranked Choice Voting F 4866914555529350 494 .81 00 00005111 11 /04 /2022 US BANK 1104130 4312000 CC 2498 LOCC - C ity Managers C 4866914555529350 1,500 .00 00 00005111 11 /04/2022 US BANK 1104130 4312000 CC 4081 -SCAG -13th Annual S 4866914555529350 125 .00 00 00005111 11 /04/2022 USBANK I 104150 4312500 CC 4081 -Lunch for Finance Su 4866914555529350 164 .04 00 00005111 11 /04/2022 US BANK 1104154 4321500 CC 249 8 Solid Waste Associati 4866914555529350 300.00 00 00005111 11 /04 /2022 US BANK 1104154 4321500 CC 2498 Association ofEnvro P 4866914555529350 100 .00 00 00005111 11/04 /2022 US BANK I 104190 4336000 CC 7168 -MISK 4866914555529350 30.00 00 00005111 11 /04/2022 US BANK 1104190 4336000 CC 7168-MISK 4866914555529350 7 15 .00 00 00005111 11 /04/2022 US BANK 1104190 4362001 CC 7168 Code Two -Email Signa 4866914555529350 1,24 8 .79 00 00005111 11 /04/2022 US BANK 1104190 4362001 CC 7168 FTP Server license-Li 4866914555529350 752.00 00 00005111 11 /04/2022 US BANK I 104417 4309000 CC 4081 -Mailchimp/Monthly Ne 4866914555529350 97.99 00 00005111 11 /04/2022 US BANK 1104430 4312000 CC 7 168 SCAG -13th annual sum 4866914555529350 125 .00 00 00005111 11 /04 /2022 USBANK 1104470 4312000 CC 408 1 -SCAG -13th Annual S 4866914 555529350 125.00 00 00005111 11 /04/2022 US BANK 11 04800 4388600 CC 5157 Desert ValleyBuilders 4866914555529350 36 .00 00 00005111 11 /04/2022 US BANK 1104 800 4388600 CC 5157 Hispanic Chamber Lunch 4866914555529350 75.00 00 00005111 11 /04/2022 US BANK 1104800 4388600 CC 5157 CVCC 40th Gala -Harni 4866914555529350 150.00 00 00005111 11 /04 /2022 US BANK 1104800 4388600 CC 5157 LifeStream Blood Bank 4866914555529350 300 .00 00 00005111 11 /04 /2022 US BANK 4504161 4400100 CC 7168 CEQA Filling Fee 4866914555529350 1.14 Report Date 11 /04/2022 Page 5 City & Housing Item 1C-44 City of Palm Desert Check Register 11 /4/2022 -I l /4/2022 Bank ID Check Number Check Date Vendor Name Account N umber Transaction Desc Invoice Amount Paid 00 00005 111 11 /04/2022 US BANK 4504161 4400 100 CC 7168 CEQA Filling Fee 4866914555529350 50.00 00 00005111 11 /04 /2022 US BANK 4504161 4400 100 CC 7168 CEQA Fi llin g Fee 48669 14 555529350 1.14 00 00005111 1 l/04/2022 USBANK 4504 161 4400 100 CC 71 6 8 CEQA Filling Fee 4866914555529350 1.14 00 00005111 l 1/04/2022 US BANK 4504 16 1 4400100 CC 7 168 CEQA Fi lling Fee 4866914555529350 1.14 00 00005111 11 /04/2022 US BANK 4504161 4400100 CC 7168 CEQA Filling Fee 4866914555529350 1.14 00 00005111 11 /04/2022 US BANK 4504161 4400100 CC 7168 CEQA Fi lli ng Fee 4 866914555529350 50 .00 00 00005111 11 /04 /2022 US BANK 4504161 4400100 CC 7168 CEQA Fi lling Fee 4866914555529350 50.00 00 00005111 11 /04/2022 US BANK 4504 16 1 4400100 CC 7168 CEQA Filling Fee 4866914555529350 50.00 00 00005111 11 /04/2022 US BANK 4504161 4400100 CC 7168 CEQA Filling Fee 4866914555529350 50.00 00 00005112 11 /04/2022 VIS IO N SERVICE PLAN INC. 110 0000 11 50300 Vision Leal 09 /2022 815882754 3 1.81 00 00005112 11 /04 /2022 VISION SERVICE PLAN INC . I 100000 1150300 Vision Leal 07-09/2022 8161 13 10 1 -95.43 00 00005112 11 /04/2022 VISION SERVICE PLAN INC. 1100000 1150300 Vision Stull I 0/2022 816113101 31.81 00 00005112 11 /04/2022 VISION SERVICE PLAN INC . 1100000 2161400 VSP Premium 09 /2022 815882754 3,499.11 00 000051 12 11 /04/2022 VISION SERVICE PLAN INC . 110 0000 2161400 VSP Premium 10/2022 816113101 3 ,8 64 .93 00 00005112 11 /04/2022 VISION SERVJCE PLAN INC. 11041 50 4112200 Vision Cardoz 09/2022 815882754 3 1.8 1 00 00005112 11 /04/2022 VISION SERVICE PLAN INC. 1104150 4112200 Vision Cardoz 09/2022 8161 13101 -3 1.81 00 00005112 11 /04 /2022 VISION SERVICE PLAN INC. 1104150 4112200 Vision Rounding 10/2022 816113101 -0.0 1 00 00005 11 2 11 /04/2022 VISION SERVICE PLA N INC. 11 04 150 4 11 2400 Vision Rounding 09 /2022 815882754 -0.0 1 00 00005112 11 /04/2022 V ISIO N SERVICE PLA N INC. 1104300 4 11 2200 Vision Fires tine for 08 /2022 8 15882754 -3 1.8 1 00 00005112 11 /04/2022 VISION SERVICE PLAN INC. 1104430 4112200 Vision Ha met I 0/2022 8161 13 101 15.90 00 00005112 11 /04/2022 VISION SERVICE PLAN INC . 8704 19 5 4 11 2200 Vis ion Cabrera 08-09/2022 8 15882754 63 .62 00 00005112 11 /04/2022 VISION SERVICE PLAN INC . 8704 195 4112200 Vision Cabrera for 08-09/2022 816113 10 1 -63 .62 00 00005113 11 /04/2022 WEX HEAL TH INC 11 04 154 4309000 Cobra -Monthly SEPT 2022 1603986-IN 85.45 00 00005114 11 /04/2022 WILLDAN FINANCIAL SERVICES 1104159 4309000 Comprehen sive Fee Study and 010 -52648 2,210.00 00 0153 163 5 11 /04/2022 BEDROSIAN, PATRICK 5764192 4 11 9000 RETIREE HEALTH STIPEND Novembe 11 /1/2022 163.06 00 01531636 11 /04/2022 BO UN DS , JAMES 1104150 4363000 GFOA membership dues Boun ds RIMB D UES GFOA 150.00 00 015 31636 11 /04 /2022 BOUNDS , JAMES 1104150 4363000 CMT A members hip dues Bounds RJMB DUES CMTA 95 .00 Report Date 11/04/2022 Page 6 City & Housing Item 1C-45 City of Palm De sert Check Register 11 /4/2022 -11/4/2022 Bank ID Check Number Check Date Vendor Name Account N umb e r Transaction Desc Invoice Amount Paid 00 01531637 11/04/2022 BOWMAN, RANDY 1104300 4312000 9/17-21/22 ICMA CONF 0922LDG REISSUE 304.03 00 01531638 11 /04/2022 BURTON, TYLER 4364650 4400100 Poly Parfait Sculpture Purchas 10 36 25,000 .00 00 01531639 11 /04/2022 CSMFO 1104150 4363000 CSMFO membership dues Bounds 300009663 20 .00 00 01531640 11 /04/2022 CEJA, ERlC 1104430 4311500 Mileage Reimb 10/12/22 CALED22-EC-MR 85.38 00 01531640 11 /04 /2022 CEJA, ERIC 1104430 4312000 Parking I 0/ 12/22 CALED22-EC-PK 6 .00 00 01531641 11 /04/2022 COLLIERS INTERNATIONAL HOLDINGS (US~4430 4309000 Appraisal Services LAX220275 3 ,900.00 00 01531641 11 /04/2022 COLLIERS INT ERNATIONAL HOLDINGS (US~4430 4309000 Appraisal Services LAX220276 3 ,900.00 00 01531642 11 /04/2022 CPS HR CONSUL TING 1104154 4309000 Class and Compensation Study 7699 62.50 00 01531642 11 /04 /2022 C PS HR CONSULTING 11041 54 4309000 Class and Compensation Study 7700 350 .00 00 01531643 11 /04 /2022 DAT A TICKET INC I 104422 4309000 PROF SVC PARKING TICKET PROCES 143501 185.14 00 01531644 11 /04 /2022 EISENHOWER OCCUPATIONAL HEAL TH SVG::814154 4305600 DOT 131 75 1 105.00 00 01531645 11 /04/2022 FORESITE ESCROW 2144494 4390102 05 -begin -058 -fc -22 -054-3 ESCROW NO080363* 59,500.00 00 01531646 11 /04/2022 FRONTIER COMMUN ICATIONS INC 11 04 15 9 4365000 D/U Circuit Fred Waring 7605686932-1022 57.28 00 01531646 11 /04 /2022 FRONTIER COMMUNICATIONS INC 1 !04210 4306001 Phone Svc 7608629848-1022 125.15 00 01531646 I 1/04 /2022 FRONTIER COMMUNICATIONS INC 1104250 4365000 Traffic Signal line SVC 7603459 I 46-1022 57.28 00 01531646 11 /04/2022 FRONTIER COMMUNICATIONS INC 1104344 4365000 PCC Phone Srv 7605682560-1022 137 .03 00 01531646 11 /04/2022 FRONTIER COMMUN ICAT IONS INC 2294210 4391400 Valley Crimestoppers Hotlin e 7603417867-1022 164.3 1 00 01531646 11 /04/2022 FRONTIER COMMUN ICAT IONS INC 27 14491 4369500 EP Phone Svc 7606749012-1022 102 .19 00 01531646 11 /04/2022 FRONTIER COMMUNICATIONS INC 5 104195 4369601 Parkview Bldg Alarm Srv 7603468393-1022 159.43 00 01531646 11 /04/2022 FRONTIER COMMUNICATIONS INC 5 104195 4369601 Parkview Bldg Ph one Srv 7606741960-1022 88.88 00 01531646 11 /04 /2022 FRONTIER COMMUN ICATIONS INC 5 1041 95 4369601 Parkview Bldg Fire Alam, 760779 I 904-1022 79.17 00 01531646 11 /04 /2022 FRONTIER COMMUNICATIONS INC 5l04195 4369601 Parkview Bldg Alarm Srv 7608361142-1022 85 .62 00 01531 646 11 /04/2022 FRONTIER COMMUNICATIONS INC 5104195 4369602 State Bldg Internet Srv 3101746 I 65-1022 55.98 00 0 1531646 11 /04/2022 FRONTIER COMMUNICATIONS INC 5104 195 4369800 Henderson Bldg Pho ne Srv 7607766715-1022 217.50 00 01531647 11 /04/2022 GARCIA, SKKY 11 04 150 4311500 OpenGov User Group 10.13.22 163.75 00 01531648 11 /04 /2022 G IANNOP U LOS , DIANNE I 100000 3632500 refund for comm garden GRDN22-0124 35.00 00 01531649 11 /04 /2022 GOVERNMENT FINANCE OFFICERS 1104150 4312000 Interactive Inte rnet Training 3072634 85.00 Report Date 11 /04/2022 Page 7 City & Housing Item 1C-46 City of Palm Desert Check Register 11 /4/2022 -11/4 /2022 Bank ID Check N umber Check Date Vendor Na me Account N umber Transaction Desc Invoice Amount Paid 00 01531650 11 /04/2022 HF&H CONSULTANTS LLC 2364195 4309000 PROVIDE SOLID WASTE, RECYCLING 9719650 5 ,950.00 00 01531651 11 /04 /2022 JOHN RAMONT I 104150 431 1500 OpenGov User Group 10 .13 .22 163.75 00 01531652 11 /04/2022 KEYSER MARSTON ASSOCIATES INC 6 100000 2286000 Financial Analysi s for UHC 0037163 1,180.00 00 01531652 11 /04/2022 KEYSER MARSTON ASSOCIATES INC 8734 195 4309000 Financial Feasibility for UHC 0037163 640.00 00 01531653 11 /04/2022 LSL CPAs I 104151 4302000 City of Palm De sert Audit Serv 52771 27 ,500.00 00 01531653 11 /04/2022 LSL CPAs 1104151 4302000 Gann Limit Verifications 52771 441.00 00 01531654 11 /04 /2022 MARRIOTT'S DESERT SPRINGS RESORT I 10441 7 4322201 PLAID Conf. 6310-PLAID 26 ,520.00 00 01531655 11 /04/2022 MEJIA , ANTHONY I 104110 4211000 SPPLIES -CC CONFERENCE ROOM 113233 156.27 00 01531656 11 /04/2022 METALCRAFT I 104150 4211000 FIXED ASSET TAGS 577571 8 13 .12 00 01531657 11 /04/2022 PRICE'S NURSERY & GARDEN 4364650 4400200 Crane to remove El Pasco scu lp 00029970 1,780.63 00 01531657 11 /04 /2022 PRICE'S NURSERY & GARDEN 4364650 4400200 Crane to remove El Paseo sculp 00029966 1,322 75 00 01531658 11 /04 /2022 PROFORMA SOCAL 1104154 4219000 Business Cards BH49003095A 137.56 00 01531659 11 /04/2022 SAME DAY EXPRESS 4364650 4337200 Amount not to exceed $5 ,000 .00 102022 2,004.43 00 01531659 11 /04/2022 SAME DAY EXPRESS 4364650 4400200 Replace 2 I /22 El Paseo Scu lptu 101922 3,120.00 00 01531660 11 /04/2022 VECTORUSA 1104190 4212000 Equipement fo r conf room 9445 1 1,096.90 00 01531661 I 1/04/2022 WRIGHT, BARBARA 5764192 4119000 RETIREE HEAL TH STIPEND Novembe I 1/1/2022 174.70 00 01531662 11 /04/2022 XPRESS GRAPHICS I 104417 4361000 Water Bottle Card 22-49881 58.52 00 01531662 11 /04/2022 XPRESS GRAPHICS 1104417 4322300 Golf Cart Banners 22-49990 71.27 00 01531663 11 /04 /2022 YRIGOYEN , DAVID L. 5764 192 4119000 RET IREE HEALTH STIPEND Novembe 11 /1 /2022 461.16 Audited and Found Correct Total For Bank ID -00 · 7 Director of Fi nance 682,878.69 I Report Date 11 /04/2022 Page 8 City & Housing Item 1C-47 Bank ID Check Number Check Date Vendor Na me 10 10 00001562 00001563 11 /04 /2022 LSL CPAs 11 /04/2022 WJLLDAN FINANCIAL SERVICES Audited and Found Correct Director of Finance Report Date 11 /04/2022 City of Palm De sert Check Register 11 /4/2022 -11 /4 /2022 Acco unt N umber Transaction Desc 7034 195 4302000 Successor Agency to the Palm D 7034 195 4309000 CDIAC REPORT PA2 Invoice 52771 0 I 0-52746 A mount Paid 5,350.00 300.00 Total For Bank ID -10 5,650.00 Page 9 Successor Agency Item 1C-48 Page 1 of 2 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Cora L. Gaugush, Project Technician Randy Chavez, Community Services Manager Andy Ramirez, Deputy Director of Public Works REQUEST: RATIFY THE CITY MANAGER’S EXECUTION OF CONTRACT NO. A43960 WITH HORIZON LIGHTING, INC, FOR ELECTRICAL AND LIGHTING SERVICES AT FIRE FACILITIES IN AN AMOUNT NOT TO EXCEED $50,000 PER FISCAL YEAR RECOMMENDATION: Ratify the City Manager’s execution of Contract No. A43960 with Horizon Lighting, Inc., for electrical and lighting services at Fire Station Facilities in an amount not to exceed $50,000 per fiscal year. BACKGROUND/ANALYSIS: The City of Palm Desert currently owns, operates, and maintains three fire stations. These facilities require routine electrical and lighting services for specialized equipment and ensuring energy-efficiencies. Last fiscal year, several electrical repairs were completed at each fire station by various contractors. During this time, staff identified a need to consolidate various service contracts to obtain consistency of service and improve emergency response times. Therefore, on August 17, 2022, staff requested quotes from three vendors for on-call electrical and lighting services. Only two proposals were received. An evaluation team from Public Works evaluated each proposal based on cost, references, and experience. Each contractor met the service requirements. As demonstrated in the table below, while the proposal from Palmer Electric was slightly lower for hourly scheduled work, they were significantly higher for after-hour calls, weekends, and holidays. Firms Cost Rank Horizon Lighting, Inc. REGULAR HOURLY RATE $129.95 1 AFTER-HOURS $139.95WEEKEND RATE $139.95 HOLIDAY RATE $149.95 Palmer Electric, Inc. REGULAR HOURLY RATE $125 2 AFTER-HOURS RATE $158 WEEKEND RATE $180 HOLIDAY RATE $195 Mohr Electric No bid n/a n/a Item 1D-1 City of Palm Desert Fire Facilities Electrical Maintenance Contract A43960 Page 2 of 2 Due to the nature of public safety at each fire station, most electrical work requires same-day services and often entails after-hour rates. Horizon Lighting provided the lowest after-hours, weekend, and holiday rates. Therefore, staff submitted a purchase approval form to the City Manager requesting authorization to award a contract to Horizon Lighting, Inc. This authorized contract is for an annual amount not to exceed $50,000 for a term of three years commencing July 1, 2022, with the option of two, one-year extensions. Since the cumulative contract amount exceeds the City Manager’s approval authority of $50,000, staff is requesting the City Council’s ratification of the contract. FINANCIAL IMPACT: The contract is for an amount not to exceed $50,000 annually. Funds for this fiscal year were available in the approved Fire Fund Building Repair and Maintenance Account No. 2304220-4331000. Staff expects to help offset any overage on this account with savings from other Fire Fund Accounts. Therefore, there is no further financial impact to the general fund with this action. REVIEWED BY: Department Director: Martin Alvarez Finance Director: John Ramont Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1.Contract A43960 - executed 2.Quote Palmer Electric 3.Quote Horizon Lighting, Inc. Item 1D-2 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 1 - CITY OF PALM DESERT MAINTENANCE SERVICES AGREEMENT 1.PARTIES AND DATE. This Agreement is made and entered into this 1st day of September, 2022 by and between the City of Palm Desert, a municipal corporation organized under the laws of the State of California with its principal place of business at 73-510 Fred Waring Drive, Palm Desert, California 92260- 2578, County of Riverside, State of California (“City”) and HORIZON LIGHTING, INC. A CORPORATION with its principal place of business at 2351 McGaw Avenue, Irvine, CA 92614 (“Contractor”). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties” in this Agreement. 2.RECITALS. 2.1 Contractor. Contractor desires to perform and assume responsibility for the provision of certain maintenance services required by the City on the terms and conditions set forth in this Agreement. Contractor represents that it is experienced in providing maintenance services to public clients, that it and its subcontractors have all necessary licenses and permits to perform the services in the State of California, and that it is familiar with the plans of City. Contractor shall not subcontract any portion of the work required by this Agreement, except as expressly stated herein, without prior written approval of City. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement. 2.2 Project. City desires to engage Contractor to render such services for the ELECTRICAL AND LIGHTING SERVICES FOR CITY-OWNED FIRE FACILITIES project (“Project”) as set forth in this Agreement. 3.TERMS. 3.1 Scope of Services and Term. 3.1.1 General Scope of Services. Contractor promises and agrees to furnish to the City all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately supply the maintenance services necessary for the Project (“Services”). The Services are more particularly described in Exhibit “A” attached hereto and incorporated herein by reference. All Services shall be subject to, and performed in accordance with, this Agreement, the exhibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations. Term. The term of this Agreement shall be from July 1, 2022, through June 30, 2025, unless earlier terminated as provided herein. The City shall have the unilateral option, at its sole discretion, to renew this Agreement automatically for no more than two years (2) additional one-year terms. 3.1.2Contractor shall complete the Services within the term of this Agreement, and shall meet any other established schedules and deadlines. The Parties may, by mutual, written consent, extend the term of this Agreement if necessary to complete the Services. Item 1D-3 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 2 - 3.2 Responsibilities of Contractor. 3.2.1 Control and Payment of Subordinates; Independent Contractor. The Services shall be performed by Contractor or under its supervision. Contractor will determine the means, methods and details of performing the Services subject to the requirements of this Agreement. City retains Contractor on an independent contractor basis and not as an employee. Any personnel performing the Services under this Agreement on behalf of Contractor shall not be employees of City and shall at all times be under Contractor’s exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnel in connection with their performance of Services under this Agreement and as required by law. Contractor shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers’ compensation insurance. 3.2.2 Schedule of Services. Contractor shall perform the Services in a prompt and timely manner in accordance with the Schedule of Services set forth in Exhibit “B” attached hereto and incorporated herein by reference. Contractor represents that it has the professional and technical personnel required to perform the Services in conformance with such conditions. Upon request of City, Contractor shall provide a more detailed schedule of anticipated performance to meet the Schedule of Services. 3.2.3 Conformance to Applicable Requirements. All work prepared by Contractor shall be subject to the approval of City. 3.2.4 City’s Representative. The City hereby designates Martín Alvarez, Director of Public Works, or his or her designee, to act as its representative for the performance of this Agreement (“City’s Representative”). City’s Representative shall have the power to act on behalf of the City for all purposes under this Agreement except for increasing compensation. Contractor shall not accept direction or orders from any person other than the City’s Representative or his or her designee. 3.2.5 Contractor’s Representative. Contractor hereby designates Joel Montano, Desert Branch Manager or his or her designee, to act as its representative for the performance of this Agreement (“Contractor’s Representative”). Contractor’s Representative shall have full authority to represent and act on behalf of the Contractor for all purposes under this Agreement. The Contractor’s Representative shall supervise and direct the Services, using his best skill and attention, and shall be responsible for all means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Services under this Agreement. 3.2.6 Coordination of Services. Contractor agrees to work closely with City staff in the performance of Services and shall be available to City’s staff, consultants and other staff at all reasonable times. 3.2.7 Standard of Care; Performance of Employees. Contractor shall perform all Services under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Contractor represents and maintains that it is skilled in the professional calling necessary to perform the Services. Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the Services assigned to them. Finally, Contractor represents that it, its employees and subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Services, Item 1D-4 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 3 - including a City Business License, and that such licenses and approvals shall be maintained throughout the term of this Agreement. Contractor shall perform, at its own cost and expense and without reimbursement from the City, any services necessary to correct errors or omissions which are caused by the Contractor’s failure to comply with the standard of care provided for herein. Any employee of the Contractor or its sub-contractors who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project, a threat to the safety of persons or property, or any employee who fails or refuses to perform the Services in a manner acceptable to the City, shall be promptly removed from the Project by the Contractor and shall not be re-employed to perform any of the Services or to work on the Project. 3.2.8 Period of Performance. Contractor shall perform and complete all Services under this Agreement within the term set forth in Section 3.1.2 above (“Performance Time”). Contractor shall perform the Services in strict accordance with any completion schedule or Project milestones described in Exhibits “A” or “B” attached hereto, or which may be provided separately in writing to the Contractor. Contractor agrees that if the Services are not completed within the aforementioned Performance Time and/or pursuant to any such completion schedule or Project milestones developed pursuant to provisions of this Agreement, it is understood, acknowledged and agreed that the City will suffer damage. 3.2.9 Disputes. Should any dispute arise respecting the true value of any work done, of any work omitted, or of any extra work which Contractor may be required to do, or respecting the size of any payment to Contractor during the performance of this Contract, Contractor shall continue to perform the Work while said dispute is decided by the City. If Contractor disputes the City’s decision, Contractor shall have such remedies as may be provided by law. 3.2.10 Laws and Regulations; Employee/Labor Certifications. Contractor shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Project or the Services, including all Cal/OSHA requirements, and shall give all notices required by law. Contractor shall be liable for all violations of such laws and regulations in connection with the Services and this Agreement. All violations of such laws and regulations shall be grounds for the City to terminate the Agreement for cause. City is a public entity of the State of California subject to certain provisions of the Health & Safety Code, Government Code, Public Contract Code, and Labor Code of the State. It is stipulated and agreed that all provisions of the law applicable to the public contracts of a municipality are a part of this Agreement to the same extent as though set forth herein and will be complied with. 3.2.10.1 Employment Eligibility; Contractor. Contractor certifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time and shall require all subconsultants and sub-subconsultants to comply with the same. Contractor certifies that it has not committed a violation of any such law within the five (5) years immediately preceding the date of execution of this Agreement, and shall not violate any such law at any time during the term of the Agreement. 3.2.10.2 Labor Certification. By its signature hereunder, Contractor certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Services. Item 1D-5 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 4 - 3.2.10.3 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. Contractor shall comply with all relevant provisions of City’s Minority Business Enterprise program, Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted. 3.2.10.4 Air Quality. Contractor must fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the California Air Resources Board (CARB). Contractor shall specifically be aware of the CARB limits and requirements’ application to “portable equipment”, which definition is considered by CARB to include any item of equipment with a fuel-powered engine. Contractor shall indemnify City against any fines or penalties imposed by CARB or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Contractor, its subcontractors, or others for whom Contractor is responsible under its indemnity obligations provided for in this Agreement. 3.2.10.5 Water Quality Management and Compliance. To the extent applicable, Contractor’s Services must account for, and fully comply with, all local, state and federal laws, rules and regulations that may impact water quality compliance, including, without limitation, all applicable provisions of the Federal Water Pollution Control Act (33 U.S.C. §§ 1300); the California Porter-Cologne Water Quality Control Act (Cal Water Code §§ 13000-14950); laws, rules and regulations of the Environmental Protection Agency and the State Water Resources Control Board; the City’s ordinances regulating discharges of storm water; and any and all regulations, policies, or permits issued pursuant to any such authority regulating the discharge of pollutants, as that term is used in the Porter-Cologne Water Quality Control Act, to any ground or surface water in the State. Failure to comply with the laws, regulations and policies described in this Section is a violation of law that may subject Contractor to penalties, fines, or additional regulatory requirements. 3.2.11 Insurance. 3.2.11.1 Minimum Requirements. Without limiting Contractor’s indemnification of City, and prior to commencement of the Services, Contractor shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form that is satisfactory to City. (A) General Liability Insurance. Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted. (B) Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Work to be performed under this Agreement, including coverage for any owned, hired, non- owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each Item 1D-6 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 5 - accident. The City’s Risk Manager may modify this requirement if it is determined that Consultant will not be utilizing a vehicle in the performance of his/her duties under this Agreement. (C) Umbrella or Excess Liability Insurance. Contractor may opt to utilize umbrella or excess liability insurance in meeting insurance requirements. In such circumstances, Contractor may obtain and maintain an umbrella or excess liability insurance policy with limits that will provide bodily injury, personal injury and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability and employer’s liability. Such policy or policies shall include the following terms and conditions: (a) A drop down feature requiring the policy to respond if any primary insurance that would otherwise have applied proves to be uncollectible in whole or in part for any reason; (b) Pay on behalf of wording as opposed to reimbursement; (c) Concurrency of effective dates with primary policies; and (d) Policies shall “follow form” to the underlying primary policies. (e) Insureds under primary policies shall also be insureds under the umbrella or excess policies. (D) Workers’ Compensation Insurance. Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000). Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives. (E) Fidelity Coverage: N/A. (F) Cyber Liability Insurance. N/A (G) Pollution Liability Insurance. N/A 3.2.11.2 Other Provisions and Requirements. (A) Proof of Insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by City’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this contract. City reserves the right to require complete, certified copies of all required insurance policies, at any time. Item 1D-7 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 6 - (B) Duration of Coverage. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the work hereunder by Contractor, his/her agents, representatives, employees or subconsultants. (C) Primary/Non-Contributing. Coverage provided by Contractor shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of City before the City’s own insurance or self- insurance shall be called upon to protect it as a named insured. (D) City’s Rights of Enforcement. In the event any policy of insurance required under this Agreement does not comply with these specifications, or is canceled and not replaced, City has the right, but not the duty, to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor, or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Agreement. (E) Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s Risk Manager. (F) Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives, or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives, and shall require similar written express waivers and insurance clauses from each of its subcontractors. (G) Enforcement of Contract Provisions (non estoppel). Contractor acknowledges and agrees that any actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder. (H) Requirements Not Limiting. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City. Item 1D-8 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 7 - (I) Notice of Cancellation. Contractor agrees to oblige its insurance agent or broker and insurers to provide City with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage. (J) Additional Insured Status. General liability, automobile liability, and if applicable, pollution liability and cyber liability, policies shall provide or be endorsed to provide that the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives, shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies. (K) Prohibition of Undisclosed Coverage Limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing. (L) Separation of Insureds. A severability of interests provision must apply for all additional insureds ensuring that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions. (M) Pass Through Clause. Contractor agrees to ensure that its sub-consultants, sub-contractors, and any other party involved with the Project who is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the Project will be submitted to City for review. (N) City’s Right to Revise Specifications. The City or its Risk Manager reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Contractor ninety (90) days advance written notice of such change. If such change results in cost to the Contractor, the City and Contractor may renegotiate Contractor’s compensation. If the City reduces the insurance requirements, the change shall go into effect immediately and require no advanced written notice. (O) Self-Insured Retentions. Any self-insured retentions must be declared to and approved by City. City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by City. (P) Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies. (Q) Additional Insurance. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work. Item 1D-9 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 8 - 3.2.12 Safety. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. In carrying out its Services, the Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed. Safety precautions, where applicable, shall include, but shall not be limited to: (A) adequate life protection and lifesaving equipment and procedures; (B) instructions in accident prevention for all employees and subcontractors, such as safe walkways, scaffolds, fall protection ladders, bridges, gang planks, confined space procedures, trenching and shoring, equipment and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and (C) adequate facilities for the proper inspection and maintenance of all safety measures. 3.2.13 Bonds. 3.2.13.1 Performance Bond. If required by law or otherwise specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Agreement a Performance Bond in the amount of the total, not-to-exceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by the City. 3.2.13.2 Payment Bond. If required by law or otherwise specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Agreement a Payment Bond in the amount of the total, not-to-exceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by the City. 3.2.13.3 Bond Provisions. Should, in City’s sole opinion, any bond become insufficient or any surety be found to be unsatisfactory, Contractor shall renew or replace the affected bond within ten (10) days of receiving notice from City. In the event the surety or Contractor intends to reduce or cancel any required bond, at least thirty (30) days prior written notice shall be given to the City, and Contractor shall post acceptable replacement bonds at least ten (10) days prior to expiration of the original bonds. No further payments shall be deemed due or will be made under this Agreement until any replacement bonds required by this Section are accepted by the City. To the extent, if any, that the total compensation is increased in accordance with the Agreement, the Contractor shall, upon request of the City, cause the amount of the bonds to be increased accordingly and shall promptly deliver satisfactory evidence of such increase to the City. To the extent available, the bonds shall further provide that no change or alteration of the Agreement (including, without limitation, an increase in the total compensation, as referred to above), extensions of time, or modifications of the time, terms, or conditions of payment to the Contractor, will release the surety. If the Contractor fails to furnish any required bond, the City may terminate this Agreement for cause. 3.2.13.4 Surety Qualifications. Only bonds executed by an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, shall be accepted. The surety must be a California-admitted surety with a current A.M. Best’s rating no less than A:VIII and satisfactory to the City. If a California-admitted surety insurer issuing bonds does not meet these requirements, the insurer will be considered qualified if it is in conformance with Item 1D-10 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 9 - Section 995.660 of the California Code of Civil Procedure, and proof of such is provided to the City. 3.2.14 Accounting Records. Contractor shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement. All such records shall be clearly identifiable. Contractor shall allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement. 3.2.15 Work Sites. 3.2.15.1 Inspection Of Site. Contractor shall visit sites where Services are to be performed and shall become acquainted with all conditions affecting the Services prior to commencing the Services. Contractor shall make such examinations as it deems necessary to determine the condition of the work sites, its accessibility to materials, workmen and equipment, and to determine Contractor’s ability to protect existing surface and subsurface improvements. No claim for allowances–time or money–will be allowed as to such matters after commencement of the Services. 3.2.15.2 Field Measurements. Contractor shall make field measurements, verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract, including any plans, specifications, or scope of work before commencing Services. Errors, inconsistencies or omissions discovered shall be reported to the City immediately and prior to performing any Services or altering the condition. 3.2.15.3 Hazardous Materials and Differing Conditions. Should Contractor encounter material reasonably believed to be polychlorinated biphenyl (PCB) or other toxic wastes, hazardous substances and hazardous materials as defined in California state or federal law at the site which have not been rendered harmless, the Contractor shall immediately stop work at the affected area and shall report the condition to the City in writing. The City shall contract for any services required to directly remove and/or abate PCBs, hazardous substances, other toxic wastes and hazardous materials, and shall not require the Contractor to subcontract for such services. The Services in the affected area shall not thereafter be resumed except by written agreement of the City and Contractor. 3.2.16 Loss and Damage. Contractor shall be responsible for all loss and damage which may arise out of the nature of the Services agreed to herein, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the Services until the same is fully completed and accepted by City. 3.2.17 Warranty. Contractor warrants all Services under the Agreement (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed and any non-conforming materials incorporated into the work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in the Agreement or in any guarantee or warranty provided by any manufacturer or supplier of equipment or materials incorporated into the work, whichever is later) after the date of final acceptance, Contractor shall within ten (10) days after being notified in writing by the City of any defect in the Services or non-conformance Item 1D-11 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 10 - of the Services to the Agreement, commence and prosecute with due diligence all Services necessary to fulfill the terms of the warranty at its sole cost and expense. Contractor shall act sooner as requested by the City in response to an emergency. In addition, Contractor shall, at its sole cost and expense, repair and replace any portions of the work (or work of other contractors) damaged by its defective Services or which becomes damaged in the course of repairing or replacing defective work. For any work so corrected, Contractor’s obligation hereunder to correct defective work shall be reinstated for an additional one (1) year period, commencing with the date of acceptance of such corrected work. Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Agreement. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor. All warranties and guarantees of subcontractors, suppliers and manufacturers with respect to any portion of the work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Agreement, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non-conforming work and any work damaged by such work or the replacement or correction thereof at Contractor's sole expense. Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand. 3.3 Fees and Payments. 3.3.1 Compensation. Contractor shall receive compensation, including authorized reimbursements, for all Services rendered under this Agreement at the rates set forth in Exhibit “C” attached hereto and incorporated herein by reference. The total compensation shall not exceed Fifty Thousand Dollars ($50,000.00) annually without written approval of the City Council or City Manager, as applicable. 3.3.2 Payment of Compensation. Contractor shall submit to City monthly invoices which provides a detailed description of the Services and hours rendered by Contractor. City shall, within thirty (30) days of receiving such statement, review the statement and pay all non-disputed and approved charges. Contractor shall submit its final invoice to City within thirty (30) days from the last date of provided Services or termination of this Agreement and failure by the Contractor to submit a timely invoice shall constitute a waiver of its right to final payment. Payment shall not constitute acceptance of any Services completed by Contractor. The making of final payment shall not constitute a waiver of any claims by the City for any reason whatsoever. 3.3.3 Deductions. City may deduct or withhold, as applicable, from each progress payment an amount necessary to protect City from loss because of: (1) stop payment notices as allowed by state law; (2) unsatisfactory prosecution of the Services by Contractor; (3) sums representing expenses, losses, or damages as determined by the City, incurred by the City for which Contractor is liable under the Agreement; and (4) any other sums which the City is entitled to recover from Contractor under the terms of the Agreement or pursuant to state law, including Section 1727 of the California Labor Code. The failure by the City to deduct any of these sums from a progress payment shall not constitute a waiver of the City's right to such sums. 3.3.4 Reimbursement for Expenses. Contractor shall not be reimbursed for any expenses unless authorized in writing by City. Item 1D-12 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 11 - 3.3.5 Extra Work. At any time during the term of this Agreement, City may request that Contractor perform Extra Work. As used herein, “Extra Work” means any work which is determined by City to be necessary for the proper completion of the Project, but which the parties did not reasonably anticipate would be necessary at the execution of this Agreement. Contractor shall not perform, nor be compensated for, Extra Work without written authorization from City’s Representative. 3.3.6 Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. If the Services are being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and if the total compensation is $15,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request, and shall post copies at the Contractor’s principal place of business and at the Project site. Contractor shall defend, indemnify and hold the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. It shall be mandatory upon the Contractor and all subcontractors to comply with all California Labor Code provisions, which include but are not limited to prevailing wages (Labor Code Sections 1771, 1774 and 1775), employment of apprentices (Labor Code Section 1777.5), certified payroll records (Labor Code Sections 1771.4 and 1776), hours of labor (Labor Code Sections 1813 and 1815) and debarment of contractors and subcontractors (Labor Code Section 1777.1). The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4. 3.3.7 Registration/DIR Compliance. If the Services are being performed as part of an applicable “public works” or “maintenance” project, and if the total compensation is $15,000 or more, then pursuant to Labor Code Sections 1725.5 and 1771.1, the Contractor and all subcontractors performing such Services must be registered with the Department of Industrial Relations. Contractor shall maintain registration for the duration of the Project and require the same of any subcontractors, as applicable. This Project may also be subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be Contractor’s sole responsibility to comply with all applicable registration and labor compliance requirements. Any stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor that affect Contractor’s performance of Services, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay and shall not be compensable by the City. Contractor shall defend, indemnify and hold the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor. Item 1D-13 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 12 - 3.4 Termination of Agreement. 3.4.1 Grounds for Termination. City may, by written notice to Contractor, terminate the whole or any part of this Agreement at any time and without cause by giving written notice to Contractor of such termination, and specifying the effective date thereof, at least seven (7) days before the effective date of such termination. Upon termination, Contractor shall be compensated only for those Services which have been adequately rendered to City, and Contractor shall be entitled to no further compensation. Contractor may not terminate this Agreement except for cause. 3.4.2 Effect of Termination. If this Agreement is terminated as provided herein, City may require Contractor to provide all finished or unfinished information of any kind prepared by Contractor in connection with the performance of Services under this Agreement. Contractor shall be required to provide such document and other information within fifteen (15) days of the request. 3.4.3 Additional Services. In the event this Agreement is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. 3.5 General Provisions. 3.5.1 Delivery of Notices. All notices permitted or required under this Agreement shall be given to the respective parties at the following address, or at such other address as the respective parties may provide in writing for this purpose: Contractor: Horizon Lighting, Inc. 2351 McGaw Avenue Irvine, CA 92614 City: City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 Attn: City Clerk Such notice shall be deemed made when personally delivered or when mailed, forty-eight (48) hours after deposit in the U.S. Mail, first class postage prepaid and addressed to the party at its applicable address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service. 3.5.2 Indemnification. 3.5.2.1 Scope of Indemnity. To the fullest extent permitted by law, Contractor shall defend, indemnify and hold the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives free and harmless from any and all claims, demands, causes of action, suits, actions, proceedings, costs, expenses, liability, judgments, awards, decrees, settlements, loss, damage or injury of any kind, in law or Item 1D-14 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 13 - equity, regardless of whether the allegations are false, fraudulent, or groundless, to property or persons, including wrongful death, (collectively, “Claims”) in any manner arising out of, pertaining to, or incident to any acts, errors or omissions, or willful misconduct of Contractor, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Services, the Project or this Agreement, including without limitation the payment of all expert witness fees, attorneys’ fees and other related costs and expenses except such Claims caused by the sole or active negligence or willful misconduct of the City. 3.5.2.2 Additional Indemnity Obligations. Contractor shall defend, with counsel of City’s choosing and at Contractor’s own cost, expense and risk, any and all Claims covered by this section that may be brought or instituted against the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives. In addition, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives as part of any such claim, suit, action or other proceeding. Contractor shall also reimburse City for the cost of any settlement paid by the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives as part of any such claim, suit, action or other proceeding. Such reimbursement shall include payment for City’s attorney’s fees and costs, including expert witness fees. Contractor shall reimburse the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor’s obligation to indemnify shall survive expiration or termination of this Agreement, and shall not be restricted to insurance proceeds, if any, received by the Contractor, the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives. 3.5.3 Governing Law; Government Code Claim Compliance. This Agreement shall be governed by the laws of the State of California. Venue shall be in Riverside County. In addition to any and all Agreement requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, claims and/or changed conditions, Contractor must comply with the claim procedures set forth in Government Code sections 900 et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if any prerequisite contractual requirements are not otherwise satisfied as specified herein, Contractor shall be barred from bringing and maintaining a valid lawsuit against the City. 3.5.4 Time of Essence. Time is of the essence for each and every provision of this Agreement. 3.5.5 City’s Right to Employ Other Contractors. City reserves right to employ other contractors in connection with this Project. 3.5.6 Successors and Assigns. This Agreement shall be binding on the successors and assigns of the parties. 3.5.7 Assignment or Transfer. Contractor shall not assign, hypothecate or transfer, either directly or by operation of law, this Agreement or any interest herein without the prior written consent of the City. Any attempt to do so shall be null and void, and any assignees, Item 1D-15 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 14 - hypothecates or transferees shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer. 3.5.8 Construction; References; Captions. Since the Parties or their agents have participated fully in the preparation of this Agreement, the language of this Agreement shall be construed simply, according to its fair meaning, and not strictly for or against any Party. Any term referencing time, days or period for performance shall be deemed calendar days and not work days. All references to Contractor include all personnel, employees, agents, and subcontractors of Contractor, except as otherwise specified in this Agreement. All references to the City include its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives except as otherwise specified in this Agreement. The captions of the various articles and paragraphs are for convenience and ease of reference only, and do not define, limit, augment, or describe the scope, content or intent of this Agreement. 3.5.9 Amendment; Modification. No supplement, modification or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties. 3.5.10 Waiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppel or otherwise. 3.5.11 No Third Party Beneficiaries. Except to the extent expressly provided for in Section 3.5.7, there are no intended third party beneficiaries of any right or obligation assumed by the Parties. 3.5.12 Invalidity; Severability. If any portion of this Agreement is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect. 3.5.13 Prohibited Interests. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Agreement. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom. 3.5.14 Cooperation; Further Acts. The Parties shall fully cooperate with one another, and shall take any additional acts or sign any additional documents as may be necessary, appropriate or convenient to attain the purposes of this Agreement. 3.5.15 Authority to Enter Agreement. Contractor has all requisite power and authority to conduct its business and to execute, deliver, and perform the Agreement. Each Party warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and bind each respective Party. Item 1D-16 Contract No. ____________ Revised 11-2-20 BBK 72500.00001\32374943.1 - 15 - 3.5.16 Counterparts. This Agreement may be signed in counterparts, each of which shall constitute an original. 3.5.17 Entire Agreement. This Agreement contains the entire Agreement of the parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Agreement may only be modified by a writing signed by both parties. [SIGNATURES ON NEXT PAGE] Item 1D-17 Contract No. ____________ SIGNATURE PAGE FOR MAINTENANCE SERVICES AGREEMENT BETWEEN THE CITY OF PALM DESERT AND HORIZON LIGHTING, INC. IN WITNESS WHEREOF, each of the Parties has caused this Agreement to be executed on the day and year first above written. CITY OF PALM DESERT By: L. TODD HILEMAN, CITY MANAGER ATTEST: By: Anthony J. Mejia, City Clerk APPROVED AS TO FORM: By: Best Best & Krieger LLP City Attorney HORIZON LIGHTING, INC. A CORPORATION By: Its: Printed Name: By: Its: Printed Name: ____________________________________ Contractor’s License Number and Classification ____________________________________ DIR Registration Number (if applicable) QC: _____ Insurance: _____ Initial Review _____ Final Approval Item 1D-18 Contract No. ____________ Exhibit “A” Revised 11-2-20 BBK 72500.00001\32374943.1 EXHIBIT “A” ELECTRICAL AND LIGHTING SERVICES AS NEEDED AT CITY-OWNED FIRE FACILITIES Item 1D-19 Contract No. ____________ Exhibit “B” Revised 11-2-20 BBK 72500.00001\32374943.1 EXHIBIT “B” SCHEDULE OF SERVICES SERVICES AS NEEDED AT CITY-OWNED FIRE FACILITIES Item 1D-20 Contract No. ____________ Exhibit “C” Revised 11-2-20 BBK 72500.00001\32374943.1 EXHIBIT “C” COMPENSATION REGULAR HOURLY RATE $129.95 AFTER-HOURS RATE $130.95 WEEKEND RATE $139.95 HOLIDAY RATE $149.95 Item 1D-21 Item 1D-22 Item 1D-23 Item 1D-24 Item 1D-25 [This page has intentionally been left blank.] Page 1 of 2 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: James Bounds, Finance Supervisor REQUEST: ADOPT RESOLUTIONS TO UPDATE AUTHORIZED SIGNERS FOR THE LOCAL AGENCY INVESTMENT FUND AND THE RIVERSIDE COUNTY TREASURER’S POOLED INVESTMENT FUND RECOMMENDATION: 1.Adopt a Resolution (City) entitled, “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, AUTHORIZING THE INVESTMENT OF MONIES IN THE RIVERSIDE COUNTY TREASURER’S POOLED INVESTMENT FUND AND IN THE LOCAL AGENCY INVESTMENT FUND AND RESCINDING RESOLUTIONS NO. 2022-03 AND 2022-18.” 2. Adopt a Resolution (SARDA) entitled, “A RESOLUTION OF THE SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY AUTHORIZING THE INVESTMENT OF MONIES IN THE RIVERSIDE COUNTY TREASURER’S POOLED INVESTMENT FUND AND IN THE LOCAL AGENCY INVESTMENT FUND AND RESCINDING RESOLUTIONS NO. SARDA-091 AND SARDA-093.” 3.Adopt a Resolution (HA) entitled, “A RESOLUTION OF THE PALM DESERT HOUSING AUTHORITY AUTHORIZING THE INVESTMENT OF MONIES IN THE RIVERSIDE COUNTY TREASURER’S POOLED INVESTMENT FUND AND RESCINDING RESOLUTION NO. HA-105.” BACKGROUND/ANALYSIS: The City of Palm Desert, the Successor Agency to the Palm Desert Redevelopment Agency, and the Palm Desert Housing Authority have individual investment accounts with the Local Agency Investment Fund (“LAIF”), and the City of Palm Desert, and the Successor Agency to the Palm Desert Redevelopment Agency with the Riverside County Treasurer's Pooled Investment Fund. With the recent changes in staff, it is necessary to update and execute a new resolution so that the Local Agency Investment Fund (“LAIF”), and the Riverside County Treasurer 's Office will acknowledge the new signing authority(ies). Account signers are authorized to make deposits to and withdrawals from accounts in these Investment Funds. FINANCIAL IMPACT: There is no fiscal impact associated with this action. Item 1E-1 City of Palm Desert Authorized Signers for Investment Funds Page 2 of 2 REVIEWED BY: Department Director: John Ramont Finance Director: John Ramont Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1. Resolution (City) 2. Resolution (SARDA) 3. Resolution (HA) Item 1E-2 RESOLUTION NO. 2022-____ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, AUTHORIZING THE INVESTMENT OF MONIES IN THE RIVERSIDE COUNTY TREASURER’S POOLED INVESTMENT FUND AND IN THE LOCAL AGENCY INVESTMENT FUND AND RESCINDING RESOLUTIONS NO. 2022-03 AND 2022-18 WHEREAS, pursuant to California Government Code Sections 270001. and 27000.1 (b), the Riverside County Treasurer is authorized to invest or reinvest the monies of local agencies in the count treasury, and to hold such monies in trust; and WHEREAS, The Local Agency Investment Fund is established in the State Treasury under Government Code Section 16429.1 et. seq., for the deposit of money of a local agency for purposes of investment by the State Treasurer; and WHEREAS, the City Council does hereby find that the deposit and withdrawal of monies in the Riverside County Treasurer Pooled Investment Fund and the Local Agency Investment Fund for the purpose of investment, is in the best interests of the City of Palm Desert. NOW, THEREFORE, BE IT RESOLVED BY THE City Council of the City of Palm Desert, California, as follows: SECTION 1. That the foregoing Recitals are true and correct and are incorporated herein by this reference: SECTION 2. The City Council does hereby authorize the deposit and withdrawal of monies in the Riverside County Treasurer’s Pooled Investment Fund and in the Local Agency Investment Fund for the purpose of investment. The following City of Palm Desert officers holding the titles specified hereinbelow or their successor in office are each hereby authorized to order the deposit or withdrawal of monies in the Riverside County Treasurer’s Pooled Investment Fund and in the Local Agency Investment Fund, and may execute and deliver any and all documents necessary or advisable in order to effectuate the purposes of the resolution and the transaction contemplated hereby: Veronica Chavez John Ramont Finance Director & Deputy Finance Director City Treasurer ____________________ ____________________ Liberty Urban James Bounds Deputy Finance Director Finance Supervisor ____________________ ____________________ Item 1E-3 Resolution No. 2022-____ Page 2 SECTION 3. The City Council hereby rescinds Resolutions No. 2022-03 and 2022-18 and all other resolutions in conflict herewith. ADOPTED ON ________________, 20__. JAN C. HARNIK MAYOR ATTEST: ANTHONY J. MEJIA CITY CLERK Item 1E-4 Resolution No. 2022-____ Page 3 I, Anthony J. Mejia, City Clerk of the City of Palm Desert, hereby certify that Resolution No. 2022-__ is a full, true, and correct copy, and was duly adopted at a regular meeting of the City Council of the City of Palm Desert on _______________________, by the following vote: AYES: NOES: ABSENT: ABSTAIN: RECUSED: IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Palm Desert, California, on ______________, 20__. ANTHONY J. MEJIA CITY CLERK Item 1E-5 RESOLUTION NO. SA-RDA A RESOLUTION OF THE SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY AUTHORIZING THE INVESTMENT OF MONIES IN THE RIVERSIDE COUNTY TREASURER’S POOLED INVESTMENT FUND AND IN THE LOCAL AGENCY INVESTMENT FUND AND RESCINDING RESOLUTIONS NO. SARDA- 091 AND SARDA-093 WHEREAS, pursuant to California Government Code Sections 270001. and 27000.1 (b), the Riverside County Treasurer is authorized to invest or reinvest the monies of local agencies in the count treasury, and to hold such monies in trust; and WHEREAS, The Local Agency Investment Fund is established in the State Treasury under Government Code Section 16429.1 et. seq., for the deposit of money of a local agency for purposes of investment by the State Treasurer; and WHEREAS, the Successor Agency to the Palm Desert Redevelopment Agency (“Successor Agency”) does hereby find that the deposit and withdrawal of monies in the Riverside County Treasurer Pooled Investment Fund and the Local Agency Investment Fund for the purpose of investment, is in the best interests of the Successor Agency. NOW, THEREFORE, BE IT RESOLVED BY THE Successor Agency as follows: SECTION 1. That the foregoing Recitals are true and correct and are incorporated herein by this reference: SECTION 2. The Successor Agency does hereby authorize the deposit and withdrawal of monies in the Riverside County Treasurer’s Pooled Investment Fund and in the Local Agency Investment Fund for the purpose of investment. The following City of Palm Desert officers holding the titles specified hereinbelow or their successor in office are each hereby authorized to order the deposit or withdrawal of monies in the Riverside County Treasurer’s Pooled Investment Fund and in the Local Agency Investment Fund, and may execute and deliver any and all documents necessary or advisable in order to effectuate the purposes of the resolution and the transaction contemplated hereby: Veronica Chavez John Ramont Finance Director & Deputy Finance Director City Treasurer ____________________ ____________________ Liberty Urban James Bounds Deputy Finance Director Finance Supervisor ____________________ ____________________ Item 1E-6 Resolution No. 2022-____ Page 2 SECTION 3. The Successor Agency hereby rescinds Resolutions SA-RDA 091 and SA-RDA 093 and all other resolutions in conflict herewith. ADOPTED ON ________________, 20__. JAN C. HARNIK CHAIR ATTEST: ANTHONY J. MEJIA SECRETARY Item 1E-7 Resolution No. 2022-____ Page 3 I, Anthony J. Mejia, City Clerk of the City of Palm Desert, hereby certify that Resolution No. 2022-__ is a full, true, and correct copy, and was duly adopted at a regular meeting of the City Council of the City of Palm Desert on _______________________, by the following vote: AYES: NOES: ABSENT: ABSTAIN: RECUSED: IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Palm Desert, California, on ______________, 20__. ANTHONY J. MEJIA CITY CLERK Item 1E-8 RESOLUTION NO. HA- A RESOLUTION OF THE PALM DESERT HOUSING AUTHORITY AUTHORIZING THE INVESTMENT OF MONIES IN THE RIVERSIDE COUNTY TREASURER’S POOLED INVESTMENT AND RESCINDING RESOLUTIONS NO. HA-105 WHEREAS, The Local Agency Investment Fund is established in the State Treasury under Government Code Section 16429.1 et. seq., for the deposit of money of a local agency for purposes of investment by the State Treasurer; and WHEREAS, the Housing Authority does hereby find that the deposit and withdrawal of monies in the Local Agency Investment Fund for the purpose of investment, is in the best interests of the Housing Authority. NOW, THEREFORE, BE IT RESOLVED BY THE Palm Desert Housing Authority as follows: SECTION 1. That the foregoing Recitals are true and correct and are incorporated herein by this reference: SECTION 2. The Housing Authority does hereby authorize the deposit and withdrawal of monies in the Local Agency Investment Fund for the purpose of investment. The following City of Palm Desert officers holding the titles specified hereinbelow or their successor in office are each hereby authorized to order the deposit or withdrawal of monies in the Local Agency Investment Fund, and may execute and deliver any and all documents necessary or advisable in order to effectuate the purposes of the resolution and the transaction contemplated hereby: Veronica Chavez John Ramont Finance Director & Deputy Finance Director City Treasurer ____________________ ____________________ Liberty Urban James Bounds Deputy Finance Director Finance Supervisor ____________________ ____________________ SECTION 3. The Housing Authority hereby rescinds Resolutions HA-105 and all other resolutions in conflict herewith. ADOPTED ON ________________, 20__. Item 1E-9 Resolution No. 2022-____ Page 2 JAN C. HARNIK CHAIR ATTEST: ANTHONY J. MEJIA SECRETARY Item 1E-10 Resolution No. 2022-____ Page 3 I, Anthony J. Mejia, City Clerk of the City of Palm Desert, hereby certify that Resolution No. 2022-__ is a full, true, and correct copy, and was duly adopted at a regular meeting of the City Council of the City of Palm Desert on _______________________, by the following vote: AYES: NOES: ABSENT: ABSTAIN: RECUSED: IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Palm Desert, California, on ______________, 20__. ANTHONY J. MEJIA CITY CLERK Item 1E-11 [This page has intentionally been left blank.] Page 1 of 1 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Thomas Soule, Public Affairs Manager REQUEST: APPROVE THE 2023 LIST OF SOCIAL MEDIA COMMEMORATIONS RECOMMENDATION: Approve the list of social media commemorations planned for 2023. BACKGROUND/ANALYSIS: The City of Palm Desert utilizes its social media channels to convey a variety of information, including City news, meeting reminders and event updates. In the spirit of Unite Palm Desert, the Public Affairs staff also actively seeks out ways to bring the community together by creating social media posts that affirm the City’s commitment to diversity and inclusion. These posts may commemorate Federal and State holidays, religious holidays, special national and international days or months, and related observances as they occur throughout the year. The attached list has been approved by the Mayor and the Mayor Pro Tem and is now being brought to the full City Council for final approval. FINANCIAL IMPACT: There is no impact to the General Fund with this action. REVIEWED BY: Department Director: Eric Ceja Finance Director: John Ramont Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1.Social Media Commemorations-2023 Item 1F-1 City of Palm Desert 2023 Social Media Annual Holidays and Commemorations New Year’s Day Law Enforcement Appreciation Day Martin Luther King Jr. Day National Plan for Vacation Day International Holocaust Remembrance Day Groundhog Day Lunar New Year Valentine’s Day Presidents’ Day Zero Discrimination Day International Women’s Day St. Patrick’s Day First Day of Spring César Chávez Day Passover Easter Ramadan Eid al-Fitr Holocaust Remembrance Day Administrative Professionals Day Earth Day Bike Month Cinco de Mayo Mother’s Day Memorial Day Armed Forces Day National Trails Day Flag Day Father’s Day Juneteenth First Day of Summer Canada Day Independence Day Eid al-Adha Emergency Preparedness Month Hunger Action Month Patriot Day Rosh Hashanah Yom Kippur Hispanic Heritage Month Mexican Independence Day First Day of Fall World Tourism Day Earthquake Preparedness Month National Indigenous Peoples Day Great California ShakeOut Day Halloween National Native American Heritage Month Veterans Day Thanksgiving World AIDS Day Hanukkah Human Rights Day First Day of Winter Christmas New Year’s Eve Item 1F-2 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Chris Cox, Assistant Fire Marshal – Riverside County Fire Department Chris Escobedo, Assistant City Manager REQUEST: ADOPT RESOLUTION ACKNOWLEDGING RECEIPT OF THE ANNUAL REPORT MADE BY THE FIRE CHIEF OF THE RIVERSIDE COUNTY FIRE DEPARTMENT TO FULFILL THE REQUIREMENTS OF SECTIONS 13146.2 AND 13146.3 OF THE CALIFORNIA HEALTH AND SAFETY CODE. RECOMMENDATION: Waive further reading and adopt Resolution No. 2022- acknowledging receipt of the annual report made by the Fire Chief of the Riverside County Fire Department to fulfill the requirements of Sections 13146.2 and 13146.3 of the California Health and Safety Code. BACKGROUND/ANALYSIS: California Health and Safety Code (CHSC) sections 13146.2 and 13146.3 mandates annual inspections by the State Fire Marshal, or the State Fire Marshal’s authorized representative, of specific types of building occupancies groups. For the City of Palm Desert, these occupancies are referred to as Educational Group E and Residential Group R. Section 13146.4 to the (CHSC) requires each administering authority, i.e., City Council, to formally acknowledge receipt of the annual compliance report made by the Fire Chief of the Riverside County Fire Department in a resolution or a similar formal document. For the purposes of this report, Educational Group E, are generally those public and private schools used by more than six persons at any one time for educational purposes through the 12th grade. Residential Group R occupancies, are generally those occupancies containing sleeping units, and include hotels, motels, apartments (three units or more), etc. as well as other residential occupancies (including a number of residential care facilities). These residential care facilities have a number of different subclassifications, and they may contain residents or clients that have a range of needs, including those related to custodial care, mobility impairments, cognitive disabilities, etc. The residents may also be non-ambulatory or bedridden. The Fire Chief of the Riverside County Fire Department reports it completed one hundred percent (100%) of the annual inspections of the identified Group E and Group R occupancies, buildings, structures and/or facilities in the City of Palm Desert. Strategic Plan: This request represents routine administrative business of the City; there is no specific Strategic Plan objective to associate. Item 1G-1 City of Palm Desert Adopt Resolution acknowledging receipt of the Annual Inspection Report Page 2 of 2 FINANCIAL IMPACT: There is no fiscal impact associated with this action. REVIEWED BY: Department Director: Chris Escobedo Finance Director: Veronica Chavez Assistant City Manager: Chris Escobedo City Manager: ATTACHMENTS: 1. Resolution to accept and acknowledge receipt of the Palm Desert Annual Inspection Report 2. Annual Inspection Report Item 1G-2 RESOLUTION NO. 2022-____ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, ACKNOWLEDGING RECEIPT OF A REPORT MADE BY THE FIRE CHIEF OF THE RIVERSIDE COUNTY FIRE DEPARTMENT REGARDING COMPLIANCE WITH THE ANNUAL INSPECTION OF CERTAIN OCCUPANCIES PURSUANT TO SECTIONS 13146.2 and 13146.3 OF THE CALIFORNIA HEALTH AND SAFETY CODE WHEREAS, California Health & Safety Code Section 13146.4 was added in 2018, and became effective on January 1, 2019; and WHEREAS, California Health & Safety Code Section 13146.4 requires all fire departments, including the Riverside County Fire Department, that provide fire protection services to report annually to its administering authority on its compliance with Health & Safety Code sections 13146.2 and 13146.3; and WHEREAS, California Health & Safety Code Section 13146.2 and 13146.3 requires all fire departments, including the Riverside County Fire Department, that provide fire protection services to perform annual inspections in every building used as a public or private school, hotel, motel, lodging house, apartment house, and certain residential care facilities for compliance with building standards, as provided; and WHEREAS, the Council of the City of Palm Desert intends this Resolution to fulfill the requirements of the California Health & Safety Code 13146.4 regarding acknowledgment of the Riverside County Fire Department’s compliance with California Health and Safety Code Sections 13146.2 and 13146.3. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Palm Desert, California, as follows: SECTION 1. The measure of compliance of the Riverside County Fire Department with Health and Safety Code sections 13146.2 and 13146.3 in the City of Palm Desert for the time period of July 1, 2021, to June 30, 2022: 1.1 Educational Group E occupancies, for the purposes of this Resolution, are generally those public and private schools, used by more than six persons at any one time for educational purposes through the 12th grade. The Riverside County Fire Department completed 100% of the annual inspections of the identified Group E occupancies, buildings, structures and/or facilities in the City of Palm Desert. 1.2 Residential Group R occupancies, for the purposes of this Resolution, are generally those occupancies containing sleeping units, and include hotels, motels, apartments (three units or more), etc. as well as other residential occupancies (including a number of residential care facilities). These Item 1G-3 Resolution No. 2022-____ Page 2 residential care facilities have a number of different sub-classifications, and they may contain residents or clients that have a range of needs, including those related to custodial care, mobility impairments, cognitive disabilities, etc. The residents may also be non-ambulatory or bedridden. The Riverside County Fire Department completed 100% of the annual inspections of the identified Group R occupancies, buildings, structures and/or facilities in the City of Palm Desert. ADOPTED ON ________________, 20__. JAN C. HARNIK MAYOR ATTEST: ANTHONY J. MEJIA CITY CLERK Item 1G-4 Resolution No. 2022-____ Page 3 I, Anthony J. Mejia, City Clerk of the City of Palm Desert, hereby certify that Resolution No. 2022-__ is a full, true, and correct copy, and was duly adopted at a regular meeting of the City Council of the City of Palm Desert on November 17, 2022, by the following vote: AYES: NOES: ABSENT: ABSTAIN: RECUSED: IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Palm Desert, California, on _________________. ANTHONY J. MEJIA CITY CLERK Item 1G-5 2021 -2022 PALM DESERT ANNUAL INSPECTION LOCATIONS BY ADDRESS AND OCCUPANCY TYPE Address OCCUPANCY TYPE (Addresses that are not identified with an occupancy type are residential care facilities or apartments) 1 WILLOW RIDGE PALM DESERT - HOTEL 75 WILLOW RIDGE, PALM DESERT - HOTEL 1011 VIA FORTUNA PALM DESERT, CA 92260 1091 PINEHURST LANE PALM DESERT - HOTEL 112 ROMANZA LN PALM DESERT, CA 92211 34200 COOK ST PALM DESERT 34744 WATER RIDGE DR Unit: 101 PALM DESERT, CA 92211 35450 PEGASUS CT PALM DESERT, CA 92211 35751 GATEWAY DR Unit: 1226 PALM DESERT, CA 92211 36999 COOK ST PALM DESERT – HOTEL 37540 COLLEGE DR PALM DESERT, CA 92211 38205 COOK ST PALM DESERT - HOTEL 39800 LIBERTY DRIVE PALM DESERT SCHOOL 39905 VIA SCENA ST PALM DESERT, CA 92260 4001 VIA PORTOFINO PALM DESERT, CA 92260 40215 HARRIS LN PALM DESERT, CA 92211 40235 PORTOLA AVE PALM DESERT, CA 92260 40255 HARRIS LN Unit: 106 PALM DESERT, CA 92211 40880 SANDY GALE LN Unit: A PALM DESERT, CA 92211 41505 CARLOTTA DR PALM DESERT, CA 92211 HOTEL 41990 COOK ST Unit: Ste 801A PALM DESERT, CA 92211 42050 GOLDEN EAGLE LN PALM DESERT, CA 92260 42575 COOK ST PALM DESERT, CA 92260 42615 WASHINGTON ST PALM DESERT, CA 92211 42675 WASHINGTON AVE AVE PALM DESERT 42935 WISCONSIN AVE PALM DESERT, CA 92211 42975 PARK PL PALM DESERT, CA 92260 42980 PARK PL PALM DESERT, CA 92260 42985 PARK PL PALM DESERT, CA 92260 42990 PARK PL PALM DESERT, CA 92260 42995 PARK PL PALM DESERT, CA 92260 43095 WASHINGTON ST PALM DESERT, CA 92211 43135 WASHINGTON ST PALM DESERT, CA 92211 43250 WARNER TRAIL TRL PALM DESERT 43500 MONTEREY AVE PALM DESERT, CA 92260 SCHOOL 43625 PORTOLA AVE PALM DESERT, CA 92260 43720 CARMEL CIR PALM DESERT, CA 92260 43775 DEEP CANYON RD PALM DESERT, CA 92260 SCHOOL 43805 MONTEREY AVE PALM DESERT, CA 92260 43900 SAN PABLO AVE PALM DESERT Item 1G-6 43930 SAN PABLO PALM DESERT 44139 MONTEREY AVE Unit: BPALM DESERT, CA 92260 44160 SAN PABLO AVE PALM DESERT, CA 92260 44200 SAN PABLO AVE PALM DESERT, CA 92260 44220 SAN PABLO AVE PALM DESERT, CA 92260 44277 PORTOLA AVE PALM DESERT, CA 92260 44300 SAN PASQUALL PALM DESERT, CA 92260 44312 SAN PABLO AVE PALM DESERT, CA 92260 44408 ACACIA DR PALM DESERT, CA 92260 44419 TOWNE CENTER WAY Unit: EPALM DESERT, CA 92260 44441 SAN RAFAEL AVE PALM DESERT, CA 92260 44519 SAN ANSELMO AVE PALM DESERT, CA 92260 44555 SAN RAFAEL AVE PALM DESERT, CA 92260 44591 SAN RAFAEL AVE PALM DESERT, CA 92260 44600 MONTEREY AVE PALM DESERT, CA 92260 44610 MONTEREY AVE PALM DESERT 44625 LAS PALMAS AVE PALM DESERT, CA 92260 44635 LAS FLORES LN PALM DESERT, CA 92260 44650 LAS PALMAS AVE PALM DESERT, CA 92260 44665 LAS PALMAS PALM DESERT, CA 92260 44667 SAN PABLO AVE PALM DESERT, CA 92260 44700 LAS PALMAS AVE PALM DESERT, CA 92260 44775 DEEP CANYON RD PALM DESERT, CA 92260 44805 LAS PALMAS AVE PALM DESERT, CA 92260 44825 LAS PALMAS AVE PALM DESERT, CA 92260 44830 LAS PALMAS AVE PALM DESERT, CA 92260 44845 LAS PALMAS AVE PALM DESERT, CA 92260 44850 CABRILLO AVE PALM DESERT, CA 92260 45205 PANORAMA RD PALM DESERT, CA 92260 45225 SUNSET LN PALM DESERT, CA 92260 45278 DEEP CANYON RD PALM DESERT, CA 9226 45290 SUNSET LN PALM DESERT, CA 92260 45300 SUNSET LN PALM DESERT, CA 9226 45301 DEEP CANYON RD Unit: 1 PALM DESERT, CA 92260 45310 SUNSET LN PALM DESERT, CA 92260 45320 PANORAMA DR PALM DESERT, CA 92260 45325 PANORAMA DR PALM DESERT, CA 92260 45350 LARKSPUR LANE LN PALM DESERT 45375 ABRONIA TRL PALM DESERT, CA 92260 45396 DEEP CANYON RD PALM DESERT, CA 92260 45400 LARKSPUR, PALM DESERT HOTEL 45421 SUNSET LN PALM DESERT, CA 92260 45450 OCOTILLO DR PALM DESERT, CA 92260 45451 DEEP CANYON RD PALM DESERT, CA 92260 45485 ABRONIA TRL PALM DESERT, CA 92260 45485 SUNSET LN PALM DESERT, CA 92260 45486 PANORAMA DR PALM DESERT, CA 92260 45500 OCOTILLO DR Unit: 1 PALM DESERT, CA 92260 Item 1G-7 45650 LANTANA ST PALM DESERT, CA 92260 45750 SAN LUIS REY AVE PALM DESERT, CA 92260 45768 PORTOLA PALM DESERT SCHOOL 45775 OCOTILLO RD PALM DESERT, CA 92260 45782 LANTANA ST PALM DESERT, CA 92260 45850 WINGFOOT DR PALM DESERT, CA 92260 45875 OCOTILLO DR PALM DESERT, CA 92260 45900 OCOTILLO DR PALM DESERT, CA 92260 45900 PORTOLA AVE PALM DESERT, CA 92260 45950 OCOTILLO DR PALM DESERT, CA 92260 45998 OCOTILLO DR PALM DESERT, CA 92260 46045 OCOTILLO DR PALM DESERT, CA 92260 46075 OCOTILLO DR PALM DESERT, CA 92260 46100 OCOTILLO DR PALM DESERT, CA 92260 46205 PORTOLA AVE PALM DESERT, CA 92260 46225 VERBA SANTA DR PALM DESERT, CA 92260 46255 PORTOLA AVE PALM DESERT, CA 92260 46275 OCOTILLO DR PALM DESERT, CA 92260 46305 PORTOLA AVE PALM DESERT, CA 92260 46355 PORTOLA AVE PALM DESERT, CA 92260 46405 PORTOLA AVE PALM DESERT, CA 92260 46455 PORTOLA AVE PALM DESERT, CA 92260 46805 HWY 74 PALM DESERT, CA 92201 HOTEL 47321 HWY 74 HWY PALM DESERT SCHOOL 47549 HIGHWAY 74 PALM DESERT, CA 92260 SCHOOL 72322 HWY 111 HWY PALM DESERT HOTEL 72805 PARKVIEW DR PALM DESERT, CA 92260 73165 TUMBLEWEED LN PALM DESERT, CA 92260 73170 TUMBLEWEED LN PALM DESERT, CA 92260 73200 TUMBLEWEED LN PALM DESERT, CA 92260 73219 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73301 GUADALUPE AVE PALM DESERT, CA 92260 73305 ROYAL PALM DR PALM DESERT, CA 92260 73315 COUNTRY CLUB DR PALM DESERT, CA 92260 73315 ROYAL PALM DR PALM DESERT, CA 92260 73315 SHADOW MOUNTAIN DR Unit: 1 PALM DESERT, CA 92260 73321 SAN NICHOLAS AVE PALM DESERT, CA 92260 73330 GUADALUPE AVE PALM DESERT, CA 92260 73331 FRED WARING DR PALM DESERT, CA 92260 73355 GUADALUPE AVE PALM DESERT, CA 92260 73355 SAN NICHOLAS AVE PALM DESERT, CA 92260 73373 COUNTRY CLUB DR PALM DESERT, CA 92260 73430 SAN GORGONIO PALM DESERT, CA 92260 73435 SAN GORGONIO AVE PALM DESERT, CA 92260 73435 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73450 CATALINA WAY PALM DESERT, CA 92260 73450 ROYAL PALM DR PALM DESERT, CA 92260 73455 CATALINA WAY PALM DESERT, CA 92260 Item 1G-8 73455 RUTLEDGE WAY Unit: K2 PALM DESERT, CA 92260 73455 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73465 ROYAL PALM DR PALM DESERT, CA 92260 73525 SHADOW MOUNTAIN DR Unit: 1 PALM DESERT, CA 92260 73530 CATALINA WAY PALM DESERT, CA 92260 73535 SANTA ROSA WAY PALM DESERT, CA 92260 73550 SANTA ROSA WAY PALM DESERT SCHOOL 73553 FRED WARING DR PALM DESERT, CA 73555 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73575 CATALINA WAY PALM DESERT, CA 92260 73575 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73582 CATALINA WAY PALM DESERT, CA 92260 73600 CATALINA WAY PALM DESERT, CA 92260 73600 SAN GORGONIO WAY PALM DESERT, CA 92260 73602 SANTA ROSA WAY PALM DESERT, CA 92260 73625 FRED WARING DR PALM DESERT, CA 92260 73625 SANTA ROSA WAY PALM DESERT, CA 9226 73645 FRED WARING PALM DESERT, CA 92260 73665 FRED WARING DR PALM DESERT, CA 92260 73665 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73675 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73685 CATALINA WAY PALM DESERT, CA 92260 73695 SANTA ROSA WAY PALM DESERT, CA 92260 73696 SANTA ROSA WAY PALM DESERT, CA 92260 73710 ALESSANDRO DR PALM DESERT, CA 92260 73711 LARREA STREET ST PALM DESERT 73720 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73721 SHADOW MOUNTAIN DR PALM DESERT HOTEL 73722 SANTA ROSA WAY PALM DESERT, CA 92260 73733 FRED WARING DR Unit: 210 palm desert, CA 92211 73735 SANTA ROSA WAY PALM DESERT, CA 92260 73740 SANTA ROSA WAY PALM DESERT, CA 92260 73750 SANTA ROSA WAY PALM DESERT, CA 92260 73765 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73771 DINAH SHORE DR Unit: 200 PALM DESERT, CA 92260 73780 KRUG AVE PALM DESERT, CA 92260 73795 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73810 SANTA ROSA WAY PALM DESERT, CA 92260 73811 SANTA ROSA WAY PALM DESERT, CA 92260 73820 LARREA ST PALM DESERT, CA 92260 73820 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73834 SANTA ROSA WAY PALM DESERT, CA 92260 73835 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73855 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73860 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73875 SANTA ROSA WAY PALM DESERT, CA 92260 73875 SHADOW MOUNTAIN LN PALM DESERT, CA 92260 73880 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 Item 1G-9 73881 FRED WARING DR PALM DESERT, CA 92260 73895 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73922 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73925 FRED WARING DR PALM DESERT, CA 92260 SCHOOL 73935 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73950 SHADOW LN PALM DESERT, CA 92260 73951 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 73965 LARREA ST PALM DESERT, CA 92260 73970 SHADOW LN PALM DESERT, CA 92260 74000 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 74015 ASTER DR PALM DESERT, CA 92260 74056 SHADOW MOUNTAIN DR PALM DESERT, CA 92260 74075 El Paseo Unit: A6 Palm Desert, CA 92260 74075 GOLETA AVE PALM DESERT, CA 92260 74080 ERIN ST PALM DESERT, CA 92260 74085 FAIRWAY DR PALM DESERT, CA 92260 74090 CHICORY ST PALM DESERT, CA 92260 74095 CANDLEWOOD ST PALM DESERT, CA 92260 74100 CANDLEWOOD ST Unit: C037 PALM DESERT, CA 92260 74100 RUTLEDGE WAY PALM DESERT SCHOOL 74106 ALESSANDRO DR PALM DESERT, CA 92260 74123 CANDLEWOOD ST PALM DESERT, CA 92260 74124 CANDLEWOOD ST PALM DESERT, CA 92260 74134 CANDLEWOOD ST PALM DESERT, CA 92260 74140 CANDLEWOOD ST PALM DESERT, CA 92260 74155 LARREA ST PALM DESERT, CA 92260 74176 CANDLEWOOD PALM DESERT 74200 COUNTRY CLUB DR PALM DESERT SCHOOL 74200 RUTLEDGE WAY PALM DESERT SCHOOL 74210 CANDLEWOOD ST PALM DESERT, CA 92260 74226 CANDLEWOOD ST PALM DESERT, CA 92260 74251 HOVLEY LANE EAST LN PALM DESERT SCHOOL 74260 Erin ST Palm Desert, CA 92260 74280 ALESSANDRO DR PALM DESERT, CA 92260 74300 CANDLEWOOD ST PALM DESERT, CA 92260 74300 MAGNESIA FALLS DR PALM DESERT, CA 92260 74303 HIGHWAY 111 PALM DESERT, CA 92260 74310 MAGNESIA FALLS DR PALM DESERT, CA 92260 74320 CANDLEWOOD ST PALM DESERT, CA 92260 74320 MAGNESIA FALLS DR PALM DESERT, CA 92260 74330 MAGNESIA FALLS DR PALM DESERT, CA 92260 74340 CANDLEWOOD ST PALM DESERT, CA 92260 74340 MAGNESIA FALLS DR PALM DESERT, CA 92260 74350 COUNTRY CLUB DR PALM DESERT, CA 92260 74350 MAGNESIA FALLS DR PALM DESERT, CA 9226 74375 EL CAMINO PALM DESERT, CA 92260 74380 EL CAMINO PALM DESERT HOTEL 74390 ALESSANDRO DR PALM DESERT, CA 92260 Item 1G-10 74401 E HOVLEY LN PALM DESERT, CA 92260 74430 DRIFTWOOD ST PALM DESERT, CA 92260 74431 DRIFTWOOD DR PALM DESERT, CA 92260 74442 DRIFTWOOD ST PALM DESERT, CA 92260 74443 DRIFTWOOD ST PALM DESERT, CA 92260 74450 FALCON LN PALM DESERT, CA 92260 74455 DRIFTWOOD DR PALM DESERT, CA 92260 74460 ALESSANDRO DR PALM DESERT, CA 92260 74470 ABRONIA TRAIL TRL PALM DESERT HOTEL 74475 DRIFTWOOD ST PALM DESERT, CA 92260 74501 AVENUE 42 PALM DESERT, CA 92260 74533 SAGEBRUSH DR PALM DESERT, CA 92260 74534 DRIFTWOOD DR PALM DESERT, CA 92260 74549 SAGEBRUSH DR PALM DESERT, CA 92260 74550 SHADOW HILLS RD PALM DESERT, CA 92260 74560 DRIFTWOOD DR PALM DESERT, CA 92260 74563 SAGEBRUSH DR PALM DESERT, CA 92260 74602 SHADOW HILLS RD PALM DESERT, CA 92260 74621 SHADOW HILLS RD PALM DESERT, CA 92260 74630 SHADOW HILLS RD PALM DESERT, CA 92260 74675 HWY 11 HWY PALM DESERT HOTEL 74695 HWY 111 HWY PALM DESERT HOTEL 74700 HWY 111 HWY PALM DESERT HOTEL 74- 710 HWY 111 PALM DESERT, CA 92211 74764 TECHNOLOGY DR PALM DESERT, CA 92211 HOTEL 74800 SHERYL AVE Unit: 1 PALM DESERT, CA 92260 74855 COUNTRY CLUB DR PALM DESERT, 92260 HOTEL 74895 FRANK SINATRA DR PALM DESERT HOTEL 74900 GERALD FORD DR PALM DESERT HOTEL 74910 AZTEC RD PALM DESERT, CA 92260 SCHOOL 75030 GERALD FORD DR PALM DESERT, CA 92211 75433 ORANGE BLOSSOM LN PALM DESERT, CA 92211 77081 INDIANA AVE PALM DESERT, CA 92211 77111 CALIFORNIA ST PALM DESERT, CA 92211 77120 CALIFORNIA AVE PALM DESERT, CA 92211 77302 MISSOURI DR PALM DESERT, CA 92211 77500 MICHIGAN DR PALM DESERT, CA 92211 77564 Country Club Dr DR Unit: 340 Palm Desert, CA 92211 77777 COUNTRY CLUB DR PALM DESERT, CA 92211 77800 CALIFORNIA DRIVE DR PALM DESERT 77925 MOUNTAIN VIEW PALM DESERT, CA 92211 77970 DELEWARE PALM DESERT 78100 VARNER RD PALM DESERT, CA 92211 78554 PLEASANT DR PALM DESERT, CA 92211 9003 SHADOW RIDGE PALM DESERT Item 1G-11 [This page has intentionally been left blank.] Page 1 of 2 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Bassam AL-Beitawi, Transportation Manager REQUEST: APPROVE A COOPERATIVE AGREEMENT WITH THE CITIES OF LA QUINTA AND INDIAN WELLS FOR THE OPERATION AND MAINTENANCE OF SHARED TRAFFIC SIGNALS AND SAFETY LIGHTING RECOMMENDATION: 1.Approve a Cooperative Agreement with the Cities of La Quinta and Indian Wells for the operation and maintenance of shared traffic signals and safety lighting. 2.Authorize the City Manager to finalize and execute the agreement. BACKGROUND/ANALYSIS: Since 2001, the Cities of Palm Desert, La Quinta, and Indian Wells have partnered to share the cost of traffic signal and highway safety lighting maintenance and operations at shared jurisdiction intersections. Currently, the City of Palm Desert operates and maintains the traffic signal and highway safety lighting at the following shared intersections: •Washington Street at Fred Waring Drive (Contract No. C19650 – see Attachment 2) •Palm Royale Drive and Washington Street (Contract No. C33220 – see Attachment 3) Being the designated lead agency per the two contracts, Palm Desert incurs full costs for operation and maintenance at the two intersections and then invoices Indian Wells and La Quinta annually for their shares. Proposed Agreement: The City of La Quinta has requested to replace Palm Desert as the lead agency for operation and maintenance at the two intersections. La Quinta and Indian Wells lead the traffic management efforts of Washington Street and other roadways east of Washington Street in conjunction with annual festivals and major events to the east of Palm Desert. In addition, La Quinta has increased their staffing and technical capabilities and conducted capital improvement projects in recent years, which gives them the ability to assume responsibility for operation and maintenance. The proposed agreement will replace the previous agreements and authorize the City of La Quinta to oversee the operation and maintenance of the traffic signal and highway safety lighting at the two shared intersections. In addition, the proposed agreement establishes that Palm Desert and Indian Wells will reimburse La Quinta for the maintenance and operational costs per the percent ownership of each intersection at the rates included in the Agreement. This Item 1H-1 City of Palm Desert Traffic Signal Cooperative Agreement Approval Page 2 of 2 Agreement does not include maintenance of fiber optic traffic signal interconnect facilities, which facilities shall be maintained by their respective cities. The City Councils of Indian Wells and La Quinta have authorized the execution of the proposed agreement. The City Attorney has reviewed the proposed agreement. The table below depicts the current and proposed ownership and shares of maintenance responsibilities at the intersections of Washington Street at Fred Waring Drive and Palm Royale Drive at Washington Street. FINANCIAL IMPACT: Staff invoices the City of La Quinta and Indian Wells for their portion of the costs under the current agreements, which amounts to an annual average of $5,000. These expenses are included in the Public Works Operations budget along with $2,500 for contingent reimbursement costs under Account No. 1104250-43325000, R/M Traffic Signal, for a total of $7,500. Staff estimates that the City’s portion for annual maintenance costs in these intersections will not exceed said amount this year. Therefore, there is no financial impact to the general fund this fiscal year. Reimbursement expenses for future fiscal years will be budgeted accordingly during the budget approval process. REVIEWED BY: Department Director: Martin Alvarez Finance Director: John Ramont Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1. Proposed Cooperative Agreement 2. Contract No. C19650 3. Contract No. C33220 Lead Agency Description of Shared Facility and Location Percent Ownership Current Proposed La Quinta Palm Desert Indian Wells Palm Desert La Quinta Traffic Signal and Highway Safety Lighting: Washington Street at Palm Royale Drive. Cost Share for maintenance and electricity 50% 50% 0% Palm Desert La Quinta Traffic Signal and Highway Safety Lighting: Washington Street at Fred Waring Drive. Cost share for maintenance and electricity. 50% 25% 25% Item 1H-2 1 COOPERATIVE AGREEMENT FOR OPERATION AND MAINTENANCE OF TRAFFIC SIGNAL AND SAFETY LIGHTING This Cooperative Agreement for Operation and Maintenance of Traffic Signals and Safety Lighting (hereinafter “Agreement”) entered into this ____ day of ________, 2022, is between the City of La Quinta, a California municipal corporation, referred to herein as “La Quinta”, the City of Indian Wells, a California municipal corporation, referred herein as “Indian Wells”, and the City of Palm Desert, a California municipal corporation, referred herein as “Palm Desert”. La Quinta, Indian Wells and Palm Desert are sometimes hereinafter individually referred to as “Party” and/or collectively referred to in this Agreement as “Parties”. RECITALS 1) La Quinta, Indian Wells and Palm Desert, municipal corporations and members of the California Joint Powers Insurance Authority, desire to specify the terms and conditions under which traffic signals (installations) located on shared boundaries will be maintained, as well as the obligations and responsibilities of the Parties with respect to those traffic signals. 2) The installation(s) are listed and shown in Exhibit B, attached hereto and incorporated herein by this reference. The installations are owned proportionately by each Party as shown in Exhibit B. As installations are added or removed from this Agreement, the locations may be updated by either Party submitting to the other Party a proposed revised Exhibit B. The Director of Public Works, or equivalent, of each Party must approve in writing the revised Exhibit B prior to the revision taking effect. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is acknowledged, the Parties agree as follows: Section I – SCOPE OF SERVICES 1) La Quinta shall provide routine maintenance work and emergency call-out service on traffic signals, street safety lighting, flashing beacons, and other electrically operated traffic control or warning devices associated with the installations. Routine maintenance services hereunder shall include the following work: inspect the signal system and clean the control cabinet quarterly; clean and re-lamp signal heads as required; clean and re-lamp luminaires as required. Emergency call-out services shall include all repairs and maintenance of the subject traffic control and warning devices or reasonable temporary measures necessary to preserve the public safety in the Item 1H-3 2 event of a signal system failure. La Quinta shall apply to the local power company for service and pay for delivery of electrical power to the signals. 2) Extra Work: Any work to be performed beyond the scope of services described in paragraph 1), above, shall constitute extra work (“Extra Work”). Extra Work shall be compensated for with extra compensation calculated in a fair and equitable method in accordance with La Quinta’s current rates and/or La Quinta’s emergency/after-hours contractor’s current rates. The current rates as the exist upon the effective date of this Agreement are set forth in Exhibit A. La Quinta may update those rates from time to time and shall provide notice to Indian Wells and Palm Desert of such updated rates. La Quinta shall promptly notify Indian Wells and Palm Desert of any work that it has determined constitutes Extra Work before performing such Extra Work. Indian Wells and Palm Desert shall promptly respond and if they agree that the subject work constitutes Extra Work, will authorize La Quinta, in writing, to perform the Extra Work, Indian Wells and Palm Desert shall compensate La Quinta for the Extra Work in accordance with this paragraph and La Quinta’s then current rates. La Quinta shall make the final determination whether such work constitutes Extra Work, provided, however, that Indian Wells and Palm Desert shall be entitled to any and all legal remedies in the event of a dispute concerning such determination, including the right to terminate this Agreement with 30-day’s notice. Section II – La Quinta’s Obligations La Quinta Agrees: 1) To operate and maintain the installations in accordance with Scope of Services in Section 1, paragraph 1), and to pay the percentage of all operations, maintenance, repair, and replacement costs, including electrical energy costs, for the installations, as noted in Exhibit B. 2) Records: Records for the work provided under this Agreement shall be kept by La Quinta and shall include the costs of all services performed. Such records shall be maintained for at least two (2) years and, upon reasonable notice, shall be made available for inspection by Indian Wells or Palm Desert. Item 1H-4 3 Section III – Indian Wells’ Obligations Indian Wells Agrees: 1) To pay the percentage of all operation, maintenance, repair, and replacement costs, including electrical energy costs, for the installations, as noted in Exhibit B. 2) To pay all of above-referenced amounts within thirty (30) days of receipt of the billing from La Quinta therefore. 3) Billing by La Quinta shall be made no more frequently than semi-annually, and if annually, shall cover the period beginning July 1 and ending June 30. 4) Upon full execution of this Agreement, the first billing submitted by La Quinta may include all eligible expenses incurred after full execution of this Agreement. All expenses incurred by La Quinta prior to full execution of this Agreement shall not be eligible for reimbursement. 5) In the event of a dispute, Indian Wells shall submit any such dispute in writing to La Quinta. The Parties shall endeavor to resolve any such dispute and pay the balance due, if any, within a reasonable period of time. Section IV – Palm Desert’s Obligations Palm Desert Agrees: 6) To pay the percentage of all operation, maintenance, repair, and replacement costs, including electrical energy costs, for the installations, as noted in Exhibit B. 7) To pay all of above-referenced amounts within thirty (30) days of receipt of the billing from La Quinta therefore. 8) Billing by La Quinta shall be made no more frequently than semi-annually, and if annually, shall cover the period beginning July 1 and ending June 30. 9) Upon full execution of this Agreement, the first billing submitted by La Quinta may include all eligible expenses incurred after full execution of this Agreement. All expenses incurred by La Quinta prior to full execution of this Agreement shall not be eligible for reimbursement. Item 1H-5 4 10) In the event of a dispute, Palm Desert shall submit any such dispute in writing to La Quinta. The Parties shall endeavor to resolve any such dispute and pay the balance due, if any, within a reasonable period of time. Section V – General Provisions 1) Terms and Termination: Once signed by all Parties, this Agreement shall remain in force until terminated by any Party hereto upon thirty (30) days written notice to the other Party of such termination. Any payment obligation then outstanding shall survive such termination. 2) Invalid Provision: The invalidity or unenforceability of any particular provision of this Agreement shall not affect the other provisions hereof, and this Agreement shall be construed in all respects as if such invalid or unenforceable provisions were omitted. 3) Amendment and Waiver: This Agreement may be amended or revoked at any time by a written agreement executed by La Quinta, Indian Wells and Palm Desert. No change or modification of this Agreement shall be valid unless the same is in writing and signed by all Parties. No waiver of any provision of this Agreement shall be valid unless in writing and signed by the Party grating such waiver, and in no event shall any such waiver be deemed to be a waiver of any other term, covenant or condition of this Agreement. 4) Attorney’s Fees: Each of the Parties shall bear its own fees and costs, including without limitation attorney’s fees, in the event of any dispute pertaining to this agreement. 5) Governing Law: This Agreement shall be construed and governed by the laws of the State of California. 6) Independent Counsel: Item 1H-6 5 Each Party has had the opportunity to consult with its own attorney with respect to this Agreement, and in the event that any language contained herein is construed to be vague or ambiguous, this Agreement shall not be strictly construed against any Party. 7) No alteration or variation of the terms of this Agreement shall be valid unless made in writing and signed by all Parties, and no verbal understanding or agreement not incorporated herein shall be binding on either party hereto. 8) Upon completion of all work under this Agreement, ownership and title to all materials, equipment, and appurtenances installed in Indian Wells shall be vested in Indian Wells, all materials, equipment, and appurtenances installed in Palm Desert shall be vested in Palm Desert, and all materials, equipment, and appurtenances installed in La Quinta shall be vested in La Quinta. 9) Neither Indian Wells, Palm Desert, nor any officer or employee, thereof shall be responsible for any damage or liability occurring by reason of anything done or omitted to be done by La Quinta under or in connection with any work, authority or jurisdiction delegated to La Quinta under this Agreement. It is also agreed that, pursuant to Government Code Section 895.4, La Quinta shall fully indemnify and hold Indian Wells and Palm Desert harmless from any liability imposed for injury (as defined by Government Code Section 810.8) occurring by reason of anything done or omitted to be done by La Quinta under or in connection with any work, authority or jurisdiction delegated to La Quinta under this Agreement except to the extent that such injury results from Indian Wells’ or Palm Desert’s own misconduct or negligence. 10) Neither La Quinta nor any officer or employee thereof shall be responsible for any damage or liability occurring by reason of anything done or omitted to be done by Indian Wells or Palm Desert under or in connection with any work, authority or jurisdiction delegated to Indian Wells or Palm Desert under this Agreement. It is also agreed that, pursuant to Government Code Section 895.4, Indian Wells and Palm Desert shall fully indemnify and hold La Quinta harmless from any liability imposed for injury (as defined by Government Code Section 810.8) occurring by reason of anything done or omitted to be done by Indian Wells or Palm Desert under or in connection with any work, authority or jurisdiction delegated to Indian Wells or Palm Desert under this Agreement except to the extent that such injury results from La Quinta’s own misconduct or negligence. 11) Notices All notices or other communications required or permitted hereunder shall be in writing and shall be either personally delivered (which shall include delivery Item 1H-7 6 by means of professional overnight courier service which confirms receipt in writing (such as Federal Express or UPS)), or sent by certified or registered mail, return receipt requested, postage prepaid, to the following parties at the following addresses or number: If to “La Quinta”: City of La Quinta Attn: Public Works Director 78-495 Calle Tampico La Quinta, CA 92253 Tel: (760) 777-7045 If to “Indian Wells”: City of Indian Wells Attn: Public Works Director 44-950 Eldorado Drive Indian Wells, CA 92210 Tel: (760) 346-2489 If to “Palm Desert”: City of Palm Desert Attn: Public Works Director 73-510 Fred Waring Drive Palm Desert, CA 92260 Tel: (760) 776-6450 Notices sent in accordance with this paragraph shall be deemed delivered upon the next business day following: (1) the date of delivery as indicated on the written confirmation of delivery (if sent by overnight courier services); (2) the date of the actual receipt (if personally delivered by other means); or; (3) the date of delivery as indicated on the return receipt (if sent by certified or registered mail, return receipt requested). Notice of change of address shall be given by written notice in the manner detailed in this paragraph. Item 1H-8 7 IN WITNESS WHEREOF, the Parties have executed the Agreement as of the dates set forth below. CITY OF LA QUINTA, a California Municipal Corporation JON McMILLEN, City Manager City of La Quinta, California Dated: ATTEST: MONIKA RADEVA, City Clerk City of La Quinta, California APPROVED AS TO FORM: WILLIAM H. IHRKE, City Attorney City of La Quinta, California Item 1H-9 8 CITY OF PALM DESERT, a California Municipal Corporation City Manager City of Palm Desert, California Dated: ATTEST: City Clerk City of Palm Desert, California APPROVED AS TO FORM: City Attorney City of Palm Desert, California Item 1H-10 9 CITY OF INDIAN WELLS, a California Municipal Corporation City Manager City of Indian Wells, California Dated: ATTEST: City Clerk City of Indian Wells, California APPROVED AS TO FORM: City Attorney City of Indian Wells, California Item 1H-11 10 EXHIBIT A STANDARD BILLING RATES CITY OF LA QUINTA STAFF AND EQUIPMENT All rates subject to yearly update Rates are shown per hour and are billed pro-rated for any portion of an hour. Rates are established by City Council. Staff Position Regular Rate Overtime Rate Premium Rate Public Works Personnel $167/hr. $167/hr. $167/hr. Contract Traffic Signal Repair Services $95/hr. $138/hr. $164/hr. Equipment Regular Rate City Bucket Truck or Service Truck with Message Board $10/hr. Contract Traffic Signal Repair Bucket Truck $32/hr. Item 1H-12 11 EXHIBIT “B” INSTALLATIONS MAINTAINED BY DESCRIPTION OF SHARED FACILITY AND LOCATION PERCENT OWNERSHIP La Quinta Palm Desert Indian Wells La Quinta Traffic Signal and Safety lighting: Washington Street at Palm Royale Drive. Cost share for maintenance and electricity. 50% 50% La Quinta Traffic Signal and Safety lighting: Washington Street at Fred Waring Drive. Cost share for maintenance and electricity. 50% 25% 25% __________________________ ____________________ Bryan McKinney, P.E. Date City Engineer/Public Works Director City of La Quinta __________________________ ____________________ Ken Seumalo, P.E. Public Works Director Date City of Indian Wells __________________________ ____________________ Public Works Director Date City of Palm Desert Item 1H-13 Item 1H-14 Item 1H-15 Item 1H-16 Item 1H-17 Item 1H-18 Item 1H-19 Item 1H-20 Item 1H-21 Item 1H-22 Item 1H-23 Item 1H-24 Item 1H-25 Item 1H-26 Item 1H-27 Item 1H-28 Item 1H-29 Item 1H-30 Item 1H-31 Item 1H-32 Item 1H-33 [This page has intentionally been left blank.] Page 1 of 1 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: M. Gloria Sanchez, Records Coordinator REQUEST: RESOLUTION TO AUTHORIZE DESTRUCTION OF OBSOLETE RECORDS FROM THE BUILDING & SAFETY DIVISION RECOMMENDATION: Adopt a Resolution authorizing the destruction of obsolete records from the Building & Safety Division pursuant to the California Government Code Section 34090. BACKGROUND/ANALYSIS: Government Code Section 34090 permits the destruction of City records with the written consent of the City Attorney and approval of the City Council. The City’s records retention program, adopted on October 29, 2020, by Resolution No. 2020-76, establishes retention periods for all City records and provides for the systematic destruction of obsolete records. Attached is Exhibit “A” the Records Destruction Certificate which lists the records submitted for destruction. The Certificate will be reviewed and signed by the City Attorney as well as the City Clerk prior to destruction of all records. FINANCIAL IMPACT: Destroying obsolete records reduces the costs associated with offsite document storage and records management. REVIEWED BY: Department Director: Anthony J. Mejia City Attorney: Robert Hargreaves Finance Director: John Ramont Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1. Resolution 2.Records Destruction Certificate – Exhibit “A” Item 1i-1 Form RS-2/2019 \\srv-everyone\everyone\Staff Reports - Shared 2\2022\Staff Reports 2022-11-17\1i Res - Records Destruction\02 Records Destruction - Bldg & Sfty Resolution 2022-11-17.doc Thursday, November 10, 2022 RESOLUTION NO. 2022- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, SETTING FORTH ITS FINDINGS AND AUTHORIZING THE DESTRUCTION OF RECORDS FROM THE BUILDING & SAFETY DIVISION, AS INDICATED ON THE RECORDS RETENTION SCHEDULE (ADOPTED OCTOBER 29, 2020). RECORDS FROM 1986 THROUGH 2019 (EXHIBIT “A”) WHEREAS, the Building & Safety Division of the City of Palm Desert, California, has records that have met or exceeded the retention period caused by the official files, records, exhibits, and other documents of said office pursuant to the Retention Schedule set forth on City Council Resolution No. 2020-76; and WHEREAS, said files are not the subject of any claim, litigation, investigation, or audit. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Palm Desert, California, as follows: Section 1. That the above recitations are true and correct and constitute the findings of the City Council in this matter. Section 2. That it does hereby approve the destruction of all documents and records from files as set forth in Exhibit “A,” attached hereto, which have met or exceeded their retention period. Section 3. That the audio cassette recordings for the Cultural Resources Preservation Committee (2007-2019) and Building Board of Appels (1986-2007) have exceeded their retention period (Exhibit “A”). ADOPTED ON _________, 2022. ____________________________ JAN C. HARNIK MAYOR ATTEST: ________________________________ ANTHONY J. MEJIA CITY CLERK Item 1i-2 RESOLUTION NO. 2022- November 10, 2022 Page 2 of 2 I, Anthony J. Mejia, City Clerk of the City of Palm Desert, hereby certify that Resolution No. 2022-___ is a full, true, and correct copy, and was duly adopted at a regular meeting of the City Council of the City of Palm Desert on ______, 2022, by the following vote: AYES: NOES: ABSENT: ABSTAIN: RECUSED: IN WITNESS WHEROF, I have hereunto set my hand and affixed the official seal of the City of Palm Desert, California, on __________________, 2022. ________________________________ ANTHONY J. MEJIA CITY CLERK Item 1i-3 Request to Destroy Obsolete Records CITY OF PALM DESERT AUTHORITY TO DESTROY OBSOLETE RECORDS I consent to the destruction of these obsolete records according to accepted policies and procedures. City Clerk Date City Attorney Date Approved by City Council: XX/XX/XXXX Original: City Clerk’s Office Copy: Department Dept. Retention No. Description of Record Years Covered Retention Period Shred or Discard Building & Safety CW-012 Cultural Resources Preservation Committee – Cassette recording 2007 - 2019 2 years Discard Building & Safety CW-012 Building Boards of Appeals – Cassette recording 1986 - 2007 2 years Discard Item 1i-4 Page 1 of 2 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Jason Finley, Chief Building Official REQUEST: APPROVE SEVEN (7) MILLS ACT CONTRACTS FOR SANDPIPER CIRCLE CONDOMINIUMS LOCATED ON EL PASEO RECOMMENDATION: Approve seven (7) Mills Act contracts for Sandpiper Circle Condominiums located on El Paseo in accordance with Section 29.70.030 of the Palm Desert Municipal Code (PDMC). •Circle 1 121 Sandpiper Street – APN 640-240-014 •Circle 2 231 Sandpiper Street – APN 640-250-018 242 Sandpiper Street – APN 640-250-011 •Circle 3 342 Sandpiper Street – APN 640-260-005 352 Sandpiper Street – APN 640-260-003 361 Sandpiper Street – APN 640-260-008 363 Sandpiper Street – APN 640-260-007 BACKGROUND/ANALYSIS: The Mills Act (Government Code 50280 et seq.) is a state law that provides incentives for the restoration and preservation of qualified historic buildings by private property owners. Enacted in 1972, the Mills Act legislation grants participating local governments (cities and counties) the authority to enter into contracts with owners of qualified owner-occupied and income-producing property who actively participate in the rehabilitation, restoration, preservation, and maintenance of their historic property. In exchange, participating property owners may be eligible for a reduction in their property taxes. The Mills Act is recognized as one of the most important incentive programs available in California for use by private property owners of qualified historic buildings. Over 80 communities in the state have established a Mills Act program. Applications for a Mills Act contract are hereby presented to the City Council for review and approval. The staff has developed a Mills Acts Program Manual, which includes an overview of the Mills Act program, submittal requirements, and worksheets needed for review and processing of the Mills Act contract requests. Item 1J-1 City of Palm Desert Mills Act Contract: Sandpiper Condominiums Page 2 of 2 Strategic Plan: The California Mills Act Program (a voluntary program) provides property owners of qualified historic landmarks and districts the opportunity and tax incentives to preserve their properties in the original aesthetic conditions. In doing so, this program promotes the goals of the Arts and Culture element of the City’s Envision Palm Desert Strategic Plan by increasing the public recognition and appreciation of our City’s architectural and artistic treasures. Cultural tourism events have grown in popularity throughout the Coachella Valley to celebrate these types of architecture. Tourists drawn to Palm Desert to view our growing list of cultural landmarks provide economic benefits to the City of Palm Desert. Committee Recommendation: On February 2, 2022, the Cultural Resources Preservation Committee, at its regular scheduled meeting, conducted a public hearing as required per PDMC 29.40.070 and unanimously recommended nominating the Sandpiper Condominiums Circle 1 located on El Paseo, with Historic District designation. On November 30, 2021, the Cultural Resources Preservation Committee, at its regular scheduled meeting, conducted a public hearing as required per PDMC 29.40.070 and unanimously recommended nominating the Sandpiper Condominiums Circle 2 located on El Paseo, with Historic District designation. On August 31, 2021, the Cultural Resources Preservation Committee, at its regular scheduled meeting, conducted a public hearing as required per PDMC 29.40.070 and unanimously recommended nominating the Sandpiper Condominiums Circle 3 located on El Paseo, with Historic District designation. FINANCIAL IMPACT: There is no fiscal impact associated with this action. REVIEWED BY: Department Director: Richard D. Cannone, AICP City Attorney: Robert Hargreaves Finance Director: John Ramont Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1. Mills Act Applications 2. Mills Act Contracts Item 1J-2 Item 1J-3 Item 1J-4 Item 1J-5 Item 1J-6 Item 1J-7 Item 1J-8 Item 1J-9 Item 1J-10 Item 1J-11 Item 1J-12 Item 1J-13 Item 1J-14 Item 1J-15 Item 1J-16 Item 1J-17 Item 1J-18 Item 1J-19 Item 1J-20 Item 1J-21 Item 1J-22 Item 1J-23 Item 1J-24 Item 1J-25 Item 1J-26 Item 1J-27 Item 1J-28 Item 1J-29 Item 1J-30 Item 1J-31 Item 1J-32 Item 1J-33 Item 1J-34 Item 1J-35 Item 1J-36 Item 1J-37 Item 1J-38 Item 1J-39 Item 1J-40 Item 1J-41 Item 1J-42 Item 1J-43 Item 1J-44 Item 1J-45 Item 1J-46 Item 1J-47 Item 1J-48 Item 1J-49 Item 1J-50 Item 1J-51 Item 1J-52 Item 1J-53 Item 1J-54 Item 1J-55 Item 1J-56 Item 1J-57 Item 1J-58 Item 1J-59 Item 1J-60 Item 1J-61 Item 1J-62 Item 1J-63 Item 1J-64 Item 1J-65 Item 1J-66 Item 1J-67 Item 1J-68 Item 1J-69 Item 1J-70 Item 1J-71 Item 1J-72 Item 1J-73 Item 1J-74 Item 1J-75 Item 1J-76 Item 1J-77 Item 1J-78 Item 1J-79 Item 1J-80 Item 1J-81 Item 1J-82 Item 1J-83 Item 1J-84 Item 1J-85 Item 1J-86 Item 1J-87 Item 1J-88 Item 1J-89 Item 1J-90 Item 1J-91 Item 1J-92 Item 1J-93 Item 1J-94 Item 1J-95 Item 1J-96 Item 1J-97 Item 1J-98 Item 1J-99 Item 1J-100 Item 1J-101 Item 1J-102 Item 1J-103 Item 1J-104 Item 1J-105 Item 1J-106 Item 1J-107 Item 1J-108 Item 1J-109 Item 1J-110 Item 1J-111 Item 1J-112 Item 1J-113 Item 1J-114 Item 1J-115 Item 1J-116 Item 1J-117 Item 1J-118 Item 1J-119 Item 1J-120 Item 1J-121 Item 1J-122 Item 1J-123 Item 1J-124 Item 1J-125 Item 1J-126 Item 1J-127 Item 1J-128 Item 1J-129 Item 1J-130 Item 1J-131 Item 1J-132 Item 1J-133 Item 1J-134 Item 1J-135 Item 1J-136 Item 1J-137 Item 1J-138 Item 1J-139 Item 1J-140 Item 1J-141 Item 1J-142 Item 1J-143 Item 1J-144 Item 1J-145 Item 1J-146 Item 1J-147 Item 1J-148 Item 1J-149 Item 1J-150 Item 1J-151 Item 1J-152 Item 1J-153 Item 1J-154 Item 1J-155 Item 1J-156 Item 1J-157 Item 1J-158 Item 1J-159 Item 1J-160 Item 1J-161 Item 1J-162 Item 1J-163 Item 1J-164 Item 1J-165 Item 1J-166 Item 1J-167 Item 1J-168 Item 1J-169 Item 1J-170 Item 1J-171 Item 1J-172 Item 1J-173 Item 1J-174 Item 1J-175 Item 1J-176 Item 1J-177 Item 1J-178 Item 1J-179 RECORDING REQUESTED BY, AND WHEN RECORDED, MAIL TO: City Clerk’s Office City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 FOR THE BENEFIT OF THE CITY OF PALM DESERT - NO FEE - 6103 OF THE GOVT. CODE (This Space for Recorder’s Use Only) Historic Property Preservation Agreement (“Mills Act Contract”) Between City of Palm Desert, California a Municipal Corporation “City” and Ronald Green and Jessica McCann-Green, as Trustees of the Green Family Trust Dated May 17,2021 “Owner” Legal Description of Property APN 640-240-014 121 Sandpiper, Palm Desert, California 92260 Dated: August 25, 2022 (Resolution No. 2022-29 – Case No. CRPC 22-01 Approved at the Palm Desert City Council Meeting of April 14, 2022) ____________________________________________________________________________________________________________ (Title of Document) Item 1J-180 2 HISTORIC PROPERTY PRESERVATION AGREEMENT (“MILLS ACT CONTRACT or Agreement”) This agreement is made this August 25, 2022, by and between the City of Palm Desert, a municipal corporation (“City”) and Ronald Green and Jessica McCann-Green, as Trustees of the Green Family Trust, established by agreement executed May 17, 2021 (“Owner”). RECITALS 1. California Government Code section 50280, et. seq. allows cities the discretion to enter into contracts with the owners of qualified historic properties, as that term is defined in Government Code section 50280.1, for the purpose of providing for the use, maintenance, protection, and restoration of such historic property so as to retain its characteristics as property of historic significance. 2. Owner holds fee title in and to that certain real property, together with associated structures and improvements thereon, generally located at the street address 121 Sandpiper Street, Palm Desert, California (“Historic Property”). A legal description of the Historic Property is attached hereto as Exhibit “A,” and incorporated herein by this reference. 3. On April 14, 2022, the Cultural Resources Preservation Committee and/or the City Council designated the Historic Property as an historic resource pursuant to the terms and provisions of Title 29 of the Palm Desert Municipal Code. 4. City and Owner desire to enter into this Agreement for the purpose of protecting and preserving the characteristics of historical significance of the Historic Property that help provide the community with its own unique civic identity and character. 5. Owner, in consideration for abiding by the terms of this Agreement, shall be entitled to qualify for a reassessment of valuation of the Historic Property, pursuant to the Item 1J-181 3 provisions of Chapter 3, Part 2, of Division 1 of the California Revenue and Taxation Code, and any corresponding adjustment in property taxes resulting therefrom. TERMS NOW, THEREFORE, the City and Owner in consideration of mutual covenants and conditions set forth herein, do hereby agree as follows: 1. Effective Date and Term of Agreement. This Agreement shall be effective and commence on August 25, 2022, (“Effective Date”) and shall remain in effect for a term of ten (10) years thereafter. 2. Yearly Renewal. Each year upon the anniversary of the Effective Date (“Renewal Date”), an additional one (1) year shall automatically be added to the remaining term of the Agreement unless a notice of nonrenewal is delivered as provided in Section 3 of this Agreement. 3. Nonrenewal. If either the Owner or City desires in any year not to renew this Agreement, Owner or City shall serve a written notice of nonrenewal upon the party in advance of the Renewal Date (“Notice of Nonrenewal”). The Notice of Nonrenewal shall be effective only if served by Owner upon City at least ninety (90) days prior to the Renewal Date, or if served by City upon Owner, the Notice of Nonrenewal shall be effective only if served upon Owner at least sixty (60) days prior to the Renewal Date. If either City or Owner serves a Notice of Nonrenewal in any year, this Agreement shall remain in effect for the balance of the term then remaining. 4. Owner Protest of City Nonrenewal. Within fifteen (15) days of Owner’s receipt of the Notice of Nonrenewal from City, Owner may file with City a written protest of the Notice of Nonrenewal. Upon receipt of the written protect, the City Council shall set a hearing prior to the expiration of the Renewal Date of this Agreement. Owner may furnish the City Council with any information which Owner deems relevant and shall furnish the City Council with any information it may require. The City Council may, at any time prior to the annual Renewal Date, withdraw its Notice of Nonrenewal. Item 1J-182 4 5. Standards for Historical Property. During the term of this Agreement, the Historic Property shall be subject to the following conditions, requirements, and restrictions: A. Owner shall preserve and maintain the characteristics of the cultural and historical significance of the Historic Property. Attached hereto as Exhibit “B,” and incorporated herein by this reference, is a list of the minimum standards and conditions for maintenance, use, protection, and preservation of the Historic Property, which shall apply to the Historic Property and be complied with by Owner throughout the term of this Agreement. In addition, Owner shall comply with the terms of the City’s Cultural Resources Ordinance 1168 (Title 29 of the Palm Desert Municipal Code), and shall obtain any applicable permits necessary to protect, preserve, restore, and rehabilitate the Historic Property so as to maintain its historical and cultural significance. B. Owner shall, where necessary, repair, maintain, restore, and rehabilitate the Historic Property according to the rules and regulations of the Office of Historic Preservation of the State Department of Parks and Recreation and the City of Palm Desert. The condition of the exterior of the Historic Property on the effective date of this Agreement is documented in photographs attached as Exhibit “C” and incorporated herein by this reference. At a minimum, Owner shall continually maintain the exterior of the Historic Property in the same condition as documented in Exhibit “C.” C. Owner shall carry out specific restoration, repair, maintenance, and/or rehabilitation projects on the Historic Property, as outlined in the attached Exhibit “D,” which is incorporated herein by this reference. All such projects shall be undertaken and completed in accordance with the Secretary of Interior Standards for Rehabilitation and the City of Palm Desert design guidelines. Item 1J-183 5 D. Owner shall not be permitted to block the view corridor with any new structure, such as walls, fences, or shrubbery, so as to prevent the viewing of the Historic Property from the public right-of-way. 6. Periodic Examinations. Upon reasonable advance notice, Owner shall allow reasonable periodic examinations of the interior and exterior of the Historic Property by representatives of the County Assessor, the State Department of Parks and Recreation, the State Board of Equalization and/or City, as may be necessary to determine Owner’s compliance with the terms and provisions of this Agreement. City shall inspect Historic Property prior to entering into this Agreement and at least every five years thereafter to determine Owner’s continued compliance with Agreement. 7. Provision of Information of Compliance. Owner hereby agrees to furnish City with any and all information requested by City, which City deems necessary or advisable to determine eligibility of the Historic Property and compliance with the terms and provisions of this Agreement. 8. Breach of Agreement; Remedies. A. Notice of Breach; Opportunity to Cure. If Owner breaches any provision of this Agreement, City may give written notice to Owner by registered or certified mail detailing Owner’s violations. If such violation is not corrected to the reasonable satisfaction of City within thirty (30) days after the date of notice of violation, or within such a reasonable time as may be required to cure the violation (provided the acts to cure the violation are commenced within thirty (30) days and thereafter diligently pursued to completion), the City may, without further notice, declare Owner to be in breach of this Agreement. Upon City’s declaration of Owner’s breach, City may pursue any remedy available under local, state, or federal law, including those specifically provided for in this section. Item 1J-184 6 B. Remedy - Cancellation. City may cancel this Agreement if City determines, following a duly noticed public hearing in accordance with Government Code section 50286, that Owner breached any of the conditions of the Agreement, Owner allowed the Historic Property to deteriorate to the point that it no longer meets the standards for a qualified historic property, or Owner failed to maintain and preserve the Historic Property in accordance with the terms of this Agreement. If this Agreement is cancelled, under this paragraph, Owner shall pay a cancellation fee to the Office of the Auditor for the County of Riverside as required by Government Code section 50286. C. Alternative Remedies. As an alternative to cancellation of this Agreement for Owner’s breach of any condition, City may bring an action in court necessary to enforce this Agreement including, but not limited to, an action to enforce this Agreement by specific performance, injunction, or receivership. 9. Destruction of Property; Eminent Domain; Cancellation. If the Historic Property is destroyed by earthquake, fire, flood, or other natural disaster such that in the opinion of the City Building Official more than sixty percent (60%) of the original fabric of the structure must be replaced, this Agreement shall be cancelled because the historic value of the structure will have been destroyed. If the Historic Property is acquired in whole or in part by eminent domain or other acquisition by any entity authorized to exercise the power of eminent domain, and the acquisition is determined by the City Council to frustrate the purpose of this Agreement, this Agreement shall be cancelled. No cancellation fee pursuant to Government Code section 50286 shall be imposed if the Agreement is cancelled pursuant to this Section. 10. Waiver. City does not waive any claim of default by Owner if City does not enforce or cancel this Agreement. All other remedies at law or in equity which are not otherwise provided for in this Agreement or in City’s regulations governing historic properties are available to the City to pursue in the event that there is a reach of this Item 1J-185 7 Agreement. No waiver by City of any breach or default under this Agreement shall be deemed to be a waiver of any other subsequent breach thereof or default hereunder. 11. Binding Effect of Agreement. Owner hereby subjects the Historic Property to the covenants, conditions, and restrictions set forth in this Agreement. City and Owner hereby declare their specific intent that the covenants, conditions, and restrictions set forth herein shall be deemed covenants running with the land and shall inure to and be binding upon Owner’s successors and assigns in title or interest to the Historic Property. Each and every contract, deed or other instrument herein after executed, covering or conveying the Historic Property, or any portion thereof, shall conclusively be held to have been executed, delivered and accepted subject to the covenants, reservations and restrictions are set forth in such contract, deed or other instrument. 12. Covenants Run with the Land. City and Owner hereby declare their understanding and intent that the burden of the covenants, reservations and restrictions set forth herein touch and concern the land in that it restricts development of the Historic Property. City and Owner hereby further declare their understanding and intent that the benefit of such covenants, reservations and restrictions touch and concern the land by enhancing and maintaining the cultural and historical characteristics and significance of the Historic Property for the benefit of the public and the Owner. 13. Notice. Any notice required to be given by the terms of this Agreement shall be provided at the address of the respective parties as specified below or at any other address as may be later specified by the parties hereto: City: City of Palm Desert Building and Safety Division 73-510 Fred Waring Drive Palm Desert, CA 92260 Item 1J-186 8 Owner: Ronald Green and Jessica McCann-Green, as Trustees of the Green Family Trust, established By agreement executed May 17, 2021 121 Sandpiper Street Palm Desert, CA 92260 14. Effect of Agreement. None of the terms, provisions or conditions of this Agreement shall be deemed to create a partnership between the parties hereto and any of their heirs, successors, or assigns, nor shall such terms, provisions or conditions cause the parties to be considered joint venturers or members of any joint enterprise. 15. Indemnity of City. Owner shall defend, indemnify, and hold harmless City and its elected officials, officers, agents and employees from any actual or alleged claims, demands, causes of action, liability, loss, damage, or injury to property or persons, including wrongful death, whether imposed by a court of law or by administrative action of any federal, state or local governmental agency, arising out of or incident to (i) the direct or indirect use operation, or maintenance of the Historic Property by Owner or any contractor, subcontractor, employee, agent, lessee, licensee, invitee, or any other person; (ii) Owner’s activities in connection with the Historic Property; and (iii) any restrictions on the use or development of the Historic Property, from application or enforcement of Title 29 of the City’s Municipal Code, or from the enforcement of this Agreement. This indemnification includes, without limitation, the payment of all penalties, fines, judgments, awards, decrees, attorneys’ fees, and related costs or expenses, and the reimbursement of City, its elected officials, employees, and/or agents for all legal expenses and costs incurred by each of them. Owner’s obligation to indemnify shall survive the termination, cancellation, or expiration of this Agreement and shall not be restricted to insurance proceeds, if any, received by City, its elected officials, employees, or agents. Item 1J-187 9 16. Binding Upon Successors. All of the agreements, rights, covenants, reservations and restrictions contained in this Agreement shall be binding upon and shall inure to the benefit of the parties herein, their heirs, successors, legal representatives, assigns and all persons acquiring any part or portion of the Historic Property, whether by operation of law or in any manner whatsoever. 17. Legal Costs. In the event legal proceedings are brought by any party or parties to enforce or restrain a violation of any of the covenants, conditions or restrictions contained herein, or to determine the rights and duties of any party hereunder, the prevailing party in such proceeding may recover all reasonable attorneys’ fees to be fixed by the court, in addition to court costs and other relief ordered by the court. 18. Severability. In the event that any of the provisions of this Agreement are held to be unenforceable or invalid by any court of competent jurisdiction, or by subsequent preemptive legislation, the validity and enforceability of the remaining provisions, or portions thereof, shall not be affected thereby. 19. Recordation. No later than twenty (20) days after the Effective Date, City shall cause this Agreement to be recorded in the office of the County Recorder of the County of Riverside. 20. Amendments. This Agreement may be amended, in whole or in part, only by written recorded instrument executed by the parties hereto. 21. Governing Law and Venue. This Agreement shall be construed and governed in accordance with the laws of the State of California. Any action at law or in equity brought by either of the parties hereto for the purpose of enforcing a right or rights provided for by this Agreement shall be tried in a court of competent jurisdiction in the County of Riverside, State of California, and the parties hereby waive all provisions of law providing for a change of venue in such proceedings to any other county. Item 1J-188 10 IN WITNESS WHEREOF, City and Owner have executed this Agreement on the day and year first above written. Dated: _______________ CITY OF PALM DESERT By ______________________ JAN C. HARNIK, MAYOR ATTEST: By ________________________________ ANTHONY J. MEJIA, CITY CLERK CITY OF PALM DESERT, CALIFORNIA Dated: ________________ Ronald S. Green ___________________________ Owner Jessica L. McCann-Green Owner APPROVED AS TO FORM ___ ROBERT W. HARGREAVES CITY ATTORNEY Item 1J-189 11 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of ___________________ } } SS. County of __________________ } On , 2022 , before me,____________________, a Notary Public, personally appeared__________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Item 1J-190 Item 1J-191 RECORDING REQUESTED BY, AND WHEN RECORDED, MAIL TO: City Clerk’s Office City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 FOR THE BENEFIT OF THE CITY OF PALM DESERT - NO FEE - 6103 OF THE GOVT. CODE (This Space for Recorder’s Use Only) Historic Property Preservation Agreement (“Mills Act Contract”) Between City of Palm Desert, California a Municipal Corporation “City” and CASSANDRA R. HEARN “Owner” Legal Description of Property APN 640-250-018 231 Sandpiper Street, Palm Desert, California 92260 Dated: August 25, 2022 (Resolution No. 2022-07 – Case No. CRPC 21-01 Approved at the Palm Desert City Council Meeting of February 10, 2022) ____________________________________________________________________________________________________________ (Title of Document) Item 1J-192 2 HISTORIC PROPERTY PRESERVATION AGREEMENT (“MILLS ACT CONTRACT or Agreement”) This agreement is made this August 25, 2022, by and between the City of Palm Desert, a municipal corporation (“City”) and Cassandra R. Hearn (“Owner”). RECITALS 1. California Government Code section 50280, et. seq. allows cities the discretion to enter into contracts with the owners of qualified historic properties, as that term is defined in Government Code section 50280.1, for the purpose of providing for the use, maintenance, protection, and restoration of such historic property so as to retain its characteristics as property of historic significance. 2. Owner holds fee title in and to that certain real property, together with associated structures and improvements thereon, generally located at the street address 231 Sandpiper Street, Palm Desert, California (“Historic Property”). A legal description of the Historic Property is attached hereto as Exhibit “A,” and incorporated herein by this reference. 3. On February 10, 2022, the Cultural Resources Preservation Committee and/or the City Council designated the Historic Property as an historic resource pursuant to the terms and provisions of Title 29 of the Palm Desert Municipal Code. 4. City and Owner desire to enter into this Agreement for the purpose of protecting and preserving the characteristics of historical significance of the Historic Property that help provide the community with its own unique civic identity and character. 5. Owner, in consideration for abiding by the terms of this Agreement, shall be entitled to qualify for a reassessment of valuation of the Historic Property, pursuant to the provisions of Chapter 3, Part 2, of Division 1 of the California Revenue and Taxation Code, and any corresponding adjustment in property taxes resulting therefrom. Item 1J-193 3 TERMS NOW, THEREFORE, the City and Owner in consideration of mutual covenants and conditions set forth herein, do hereby agree as follows: 1. Effective Date and Term of Agreement. This Agreement shall be effective and commence on August 25, 2022, (“Effective Date”) and shall remain in effect for a term of ten (10) years thereafter. 2. Yearly Renewal. Each year upon the anniversary of the Effective Date (“Renewal Date”), an additional one (1) year shall automatically be added to the remaining term of the Agreement unless a notice of nonrenewal is delivered as provided in Section 3 of this Agreement. 3. Nonrenewal. If either the Owner or City desires in any year not to renew this Agreement, Owner or City shall serve a written notice of nonrenewal upon the party in advance of the Renewal Date (“Notice of Nonrenewal”). The Notice of Nonrenewal shall be effective only if served by Owner upon City at least ninety (90) days prior to the Renewal Date, or if served by City upon Owner, the Notice of Nonrenewal shall be effective only if served upon Owner at least sixty (60) days prior to the Renewal Date. If either City or Owner serves a Notice of Nonrenewal in any year, this Agreement shall remain in effect for the balance of the term then remaining. 4. Owner Protest of City Nonrenewal. Within fifteen (15) days of Owner’s receipt of the Notice of Nonrenewal from City, Owner may file with City a written protest of the Notice of Nonrenewal. Upon receipt of the written protect, the City Council shall set a hearing prior to the expiration of the Renewal Date of this Agreement. Owner may furnish the City Council with any information which Owner deems relevant and shall furnish the City Council with any information it may require. The City Council may, at any time prior to the annual Renewal Date, withdraw its Notice of Nonrenewal. 5. Standards for Historical Property. During the term of this Agreement, the Historic Property shall be subject to the following conditions, requirements, and restrictions: Item 1J-194 4 A. Owner shall preserve and maintain the characteristics of the cultural and historical significance of the Historic Property. Attached hereto as Exhibit “B,” and incorporated herein by this reference, is a list of the minimum standards and conditions for maintenance, use, protection, and preservation of the Historic Property, which shall apply to the Historic Property and be complied with by Owner throughout the term of this Agreement. In addition, Owner shall comply with the terms of the City’s Cultural Resources Ordinance 1168 (Title 29 of the Palm Desert Municipal Code), and shall obtain any applicable permits necessary to protect, preserve, restore, and rehabilitate the Historic Property so as to maintain its historical and cultural significance. B. Owner shall, where necessary, repair, maintain, restore, and rehabilitate the Historic Property according to the rules and regulations of the Office of Historic Preservation of the State Department of Parks and Recreation and the City of Palm Desert. The condition of the exterior of the Historic Property on the effective date of this Agreement is documented in photographs attached as Exhibit “C” and incorporated herein by this reference. At a minimum, Owner shall continually maintain the exterior of the Historic Property in the same condition as documented in Exhibit “C.” C. Owner shall carry out specific restoration, repair, maintenance, and/or rehabilitation projects on the Historic Property, as outlined in the attached Exhibit “D,” which is incorporated herein by this reference. All such projects shall be undertaken and completed in accordance with the Secretary of Interior Standards for Rehabilitation and the City of Palm Desert design guidelines. D. Owner shall not be permitted to block the view corridor with any new structure, such as walls, fences, or shrubbery, so as to prevent the viewing of the Historic Property from the public right-of-way. Item 1J-195 5 6. Periodic Examinations. Upon reasonable advance notice, Owner shall allow reasonable periodic examinations of the interior and exterior of the Historic Property by representatives of the County Assessor, the State Department of Parks and Recreation, the State Board of Equalization and/or City, as may be necessary to determine Owner’s compliance with the terms and provisions of this Agreement. City shall inspect Historic Property prior to entering into this Agreement and at least every five years thereafter to determine Owner’s continued compliance with Agreement. 7. Provision of Information of Compliance. Owner hereby agrees to furnish City with any and all information requested by City, which City deems necessary or advisable to determine eligibility of the Historic Property and compliance with the terms and provisions of this Agreement. 8. Breach of Agreement; Remedies. A. Notice of Breach; Opportunity to Cure. If Owner breaches any provision of this Agreement, City may give written notice to Owner by registered or certified mail detailing Owner’s violations. If such violation is not corrected to the reasonable satisfaction of City within thirty (30) days after the date of notice of violation, or within such a reasonable time as may be required to cure the violation (provided the acts to cure the violation are commenced within thirty (30) days and thereafter diligently pursued to completion), the City may, without further notice, declare Owner to be in breach of this Agreement. Upon City’s declaration of Owner’s breach, City may pursue any remedy available under local, state, or federal law, including those specifically provided for in this section. B. Remedy - Cancellation. City may cancel this Agreement if City determines, following a duly noticed public hearing in accordance with Government Code section 50286, that Owner breached any of the conditions of the Agreement, Owner allowed the Historic Property to deteriorate to the point that it no longer meets the standards for a Item 1J-196 6 qualified historic property, or Owner failed to maintain and preserve the Historic Property in accordance with the terms of this Agreement. If this Agreement is cancelled, under this paragraph, Owner shall pay a cancellation fee to the Office of the Auditor for the County of Riverside as required by Government Code section 50286. C. Alternative Remedies. As an alternative to cancellation of this Agreement for Owner’s breach of any condition, City may bring an action in court necessary to enforce this Agreement including, but not limited to, an action to enforce this Agreement by specific performance, injunction, or receivership. 9. Destruction of Property; Eminent Domain; Cancellation. If the Historic Property is destroyed by earthquake, fire, flood, or other natural disaster such that in the opinion of the City Building Official more than sixty percent (60%) of the original fabric of the structure must be replaced, this Agreement shall be cancelled because the historic value of the structure will have been destroyed. If the Historic Property is acquired in whole or in part by eminent domain or other acquisition by any entity authorized to exercise the power of eminent domain, and the acquisition is determined by the City Council to frustrate the purpose of this Agreement, this Agreement shall be cancelled. No cancellation fee pursuant to Government Code section 50286 shall be imposed if the Agreement is cancelled pursuant to this Section. 10. Waiver. City does not waive any claim of default by Owner if City does not enforce or cancel this Agreement. All other remedies at law or in equity which are not otherwise provided for in this Agreement or in City’s regulations governing historic properties are available to the City to pursue in the event that there is a reach of this Agreement. No waiver by City of any breach or default under this Agreement shall be deemed to be a waiver of any other subsequent breach thereof or default hereunder. 11. Binding Effect of Agreement. Owner hereby subjects the Historic Property to the covenants, conditions, and restrictions set forth in this Agreement. City and Owner hereby declare their specific intent that the covenants, conditions, and Item 1J-197 7 restrictions set forth herein shall be deemed covenants running with the land and shall inure to and be binding upon Owner’s successors and assigns in title or interest to the Historic Property. Each and every contract, deed or other instrument herein after executed, covering or conveying the Historic Property, or any portion thereof, shall conclusively be held to have been executed, delivered and accepted subject to the covenants, reservations and restrictions are set forth in such contract, deed or other instrument. 12. Covenants Run with the Land. City and Owner hereby declare their understanding and intent that the burden of the covenants, reservations and restrictions set forth herein touch and concern the land in that it restricts development of the Historic Property. City and Owner hereby further declare their understanding and intent that the benefit of such covenants, reservations and restrictions touch and concern the land by enhancing and maintaining the cultural and historical characteristics and significance of the Historic Property for the benefit of the public and the Owner. 13. Notice. Any notice required to be given by the terms of this Agreement shall be provided at the address of the respective parties as specified below or at any other address as may be later specified by the parties hereto: City: City of Palm Desert Building and Safety Division 73-510 Fred Waring Drive Palm Desert, CA 92260 Owner: Cassandra R. Hearn 231 Sandpiper Street Palm Desert, CA 92260 14. Effect of Agreement. None of the terms, provisions or conditions of this Agreement shall be deemed to create a partnership between the parties hereto and any of their heirs, successors, or assigns, nor shall such terms, provisions or Item 1J-198 8 conditions cause the parties to be considered joint venturers or members of any joint enterprise. 15. Indemnity of City. Owner shall defend, indemnify, and hold harmless City and its elected officials, officers, agents and employees from any actual or alleged claims, demands, causes of action, liability, loss, damage, or injury to property or persons, including wrongful death, whether imposed by a court of law or by administrative action of any federal, state or local governmental agency, arising out of or incident to (i) the direct or indirect use operation, or maintenance of the Historic Property by Owner or any contractor, subcontractor, employee, agent, lessee, licensee, invitee, or any other person; (ii) Owner’s activities in connection with the Historic Property; and (iii) any restrictions on the use or development of the Historic Property, from application or enforcement of Title 29 of the City’s Municipal Code, or from the enforcement of this Agreement. This indemnification includes, without limitation, the payment of all penalties, fines, judgments, awards, decrees, attorneys’ fees, and related costs or expenses, and the reimbursement of City, its elected officials, employees, and/or agents for all legal expenses and costs incurred by each of them. Owner’s obligation to indemnify shall survive the termination, cancellation, or expiration of this Agreement and shall not be restricted to insurance proceeds, if any, received by City, its elected officials, employees, or agents. 16. Binding Upon Successors. All of the agreements, rights, covenants, reservations and restrictions contained in this Agreement shall be binding upon and shall inure to the benefit of the parties herein, their heirs, successors, legal representatives, assigns and all persons acquiring any part or portion of the Historic Property, whether by operation of law or in any manner whatsoever. 17. Legal Costs. In the event legal proceedings are brought by any party or parties to enforce or restrain a violation of any of the covenants, conditions or restrictions contained herein, or to determine the rights and duties of any party Item 1J-199 9 hereunder, the prevailing party in such proceeding may recover all reasonable attorneys’ fees to be fixed by the court, in addition to court costs and other relief ordered by the court. 18. Severability. In the event that any of the provisions of this Agreement are held to be unenforceable or invalid by any court of competent jurisdiction, or by subsequent preemptive legislation, the validity and enforceability of the remaining provisions, or portions thereof, shall not be affected thereby. 19. Recordation. No later than twenty (20) days after the Effective Date, City shall cause this Agreement to be recorded in the office of the County Recorder of the County of Riverside. 20. Amendments. This Agreement may be amended, in whole or in part, only by written recorded instrument executed by the parties hereto. 21. Governing Law and Venue. This Agreement shall be construed and governed in accordance with the laws of the State of California. Any action at law or in equity brought by either of the parties hereto for the purpose of enforcing a right or rights provided for by this Agreement shall be tried in a court of competent jurisdiction in the County of Riverside, State of California, and the parties hereby waive all provisions of law providing for a change of venue in such proceedings to any other county. Item 1J-200 10 IN WITNESS WHEREOF, City and Owner have executed this Agreement on the day and year first above written. Dated: _______________ CITY OF PALM DESERT By ______________________ JAN C. HARNIK, MAYOR ATTEST: By ________________________________ ANTHONY J. MEJIA, CITY CLERK CITY OF PALM DESERT, CALIFORNIA Dated: ________________ Cassandra R. Hearn ___________________________ Owner APPROVED AS TO FORM ___ ROBERT W. HARGREAVES CITY ATTORNEY Item 1J-201 11 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of ___________________ } } SS. County of __________________ } On , 2022 , before me,____________________, a Notary Public, personally appeared__________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Item 1J-202 Item 1J-203 RECORDING REQUESTED BY, AND WHEN RECORDED, MAIL TO: City Clerk’s Office City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 FOR THE BENEFIT OF THE CITY OF PALM DESERT - NO FEE - 6103 OF THE GOVT. CODE (This Space for Recorder’s Use Only) Historic Property Preservation Agreement (“Mills Act Contract”) Between City of Palm Desert, California a Municipal Corporation “City” and Justin Andrews and Courteney Andrews “Owner” Legal Description of Property APN 640-250-011 242 Sandpiper Street, Palm Desert, California 92260 Dated: August 25, 2022 (Resolution No. 2022-07 – Case No. CRPC 21-01 Approved at the Palm Desert City Council Meeting of February 10, 2022) ____________________________________________________________________________________________________________ (Title of Document) Item 1J-204 2 HISTORIC PROPERTY PRESERVATION AGREEMENT (“MILLS ACT CONTRACT or Agreement”) This agreement is made this August 25, 2022, by and between the City of Palm Desert, a municipal corporation (“City”) and Justin Andrews and Courteney Andrews (“Owner”). RECITALS 1. California Government Code section 50280, et. seq. allows cities the discretion to enter into contracts with the owners of qualified historic properties, as that term is defined in Government Code section 50280.1, for the purpose of providing for the use, maintenance, protection, and restoration of such historic property so as to retain its characteristics as property of historic significance. 2. Owner holds fee title in and to that certain real property, together with associated structures and improvements thereon, generally located at the street address 242 Sandpiper Street, Palm Desert, California (“Historic Property”). A legal description of the Historic Property is attached hereto as Exhibit “A,” and incorporated herein by this reference. 3. On February 10, 2022, the Cultural Resources Preservation Committee and/or the City Council designated the Historic Property as an historic resource pursuant to the terms and provisions of Title 29 of the Palm Desert Municipal Code. 4. City and Owner desire to enter into this Agreement for the purpose of protecting and preserving the characteristics of historical significance of the Historic Property that help provide the community with its own unique civic identity and character. 5. Owner, in consideration for abiding by the terms of this Agreement, shall be entitled to qualify for a reassessment of valuation of the Historic Property, pursuant to the provisions of Chapter 3, Part 2, of Division 1 of the California Revenue and Taxation Code, and any corresponding adjustment in property taxes resulting therefrom. Item 1J-205 3 TERMS NOW, THEREFORE, the City and Owner in consideration of mutual covenants and conditions set forth herein, do hereby agree as follows: 1. Effective Date and Term of Agreement. This Agreement shall be effective and commence on August 25, 2022, (“Effective Date”) and shall remain in effect for a term of ten (10) years thereafter. 2. Yearly Renewal. Each year upon the anniversary of the Effective Date (“Renewal Date”), an additional one (1) year shall automatically be added to the remaining term of the Agreement unless a notice of nonrenewal is delivered as provided in Section 3 of this Agreement. 3. Nonrenewal. If either the Owner or City desires in any year not to renew this Agreement, Owner or City shall serve a written notice of nonrenewal upon the party in advance of the Renewal Date (“Notice of Nonrenewal”). The Notice of Nonrenewal shall be effective only if served by Owner upon City at least ninety (90) days prior to the Renewal Date, or if served by City upon Owner, the Notice of Nonrenewal shall be effective only if served upon Owner at least sixty (60) days prior to the Renewal Date. If either City or Owner serves a Notice of Nonrenewal in any year, this Agreement shall remain in effect for the balance of the term then remaining. 4. Owner Protest of City Nonrenewal. Within fifteen (15) days of Owner’s receipt of the Notice of Nonrenewal from City, Owner may file with City a written protest of the Notice of Nonrenewal. Upon receipt of the written protect, the City Council shall set a hearing prior to the expiration of the Renewal Date of this Agreement. Owner may furnish the City Council with any information which Owner deems relevant and shall furnish the City Council with any information it may require. The City Council may, at any time prior to the annual Renewal Date, withdraw its Notice of Nonrenewal. 5. Standards for Historical Property. During the term of this Agreement, the Historic Property shall be subject to the following conditions, requirements, and restrictions: Item 1J-206 4 A. Owner shall preserve and maintain the characteristics of the cultural and historical significance of the Historic Property. Attached hereto as Exhibit “B,” and incorporated herein by this reference, is a list of the minimum standards and conditions for maintenance, use, protection, and preservation of the Historic Property, which shall apply to the Historic Property and be complied with by Owner throughout the term of this Agreement. In addition, Owner shall comply with the terms of the City’s Cultural Resources Ordinance 1168 (Title 29 of the Palm Desert Municipal Code), and shall obtain any applicable permits necessary to protect, preserve, restore, and rehabilitate the Historic Property so as to maintain its historical and cultural significance. B. Owner shall, where necessary, repair, maintain, restore, and rehabilitate the Historic Property according to the rules and regulations of the Office of Historic Preservation of the State Department of Parks and Recreation and the City of Palm Desert. The condition of the exterior of the Historic Property on the effective date of this Agreement is documented in photographs attached as Exhibit “C” and incorporated herein by this reference. At a minimum, Owner shall continually maintain the exterior of the Historic Property in the same condition as documented in Exhibit “C.” C. Owner shall carry out specific restoration, repair, maintenance, and/or rehabilitation projects on the Historic Property, as outlined in the attached Exhibit “D,” which is incorporated herein by this reference. All such projects shall be undertaken and completed in accordance with the Secretary of Interior Standards for Rehabilitation and the City of Palm Desert design guidelines. D. Owner shall not be permitted to block the view corridor with any new structure, such as walls, fences, or shrubbery, so as to prevent the viewing of the Historic Property from the public right-of-way. Item 1J-207 5 6. Periodic Examinations. Upon reasonable advance notice, Owner shall allow reasonable periodic examinations of the interior and exterior of the Historic Property by representatives of the County Assessor, the State Department of Parks and Recreation, the State Board of Equalization and/or City, as may be necessary to determine Owner’s compliance with the terms and provisions of this Agreement. City shall inspect Historic Property prior to entering into this Agreement and at least every five years thereafter to determine Owner’s continued compliance with Agreement. 7. Provision of Information of Compliance. Owner hereby agrees to furnish City with any and all information requested by City, which City deems necessary or advisable to determine eligibility of the Historic Property and compliance with the terms and provisions of this Agreement. 8. Breach of Agreement; Remedies. A. Notice of Breach; Opportunity to Cure. If Owner breaches any provision of this Agreement, City may give written notice to Owner by registered or certified mail detailing Owner’s violations. If such violation is not corrected to the reasonable satisfaction of City within thirty (30) days after the date of notice of violation, or within such a reasonable time as may be required to cure the violation (provided the acts to cure the violation are commenced within thirty (30) days and thereafter diligently pursued to completion), the City may, without further notice, declare Owner to be in breach of this Agreement. Upon City’s declaration of Owner’s breach, City may pursue any remedy available under local, state, or federal law, including those specifically provided for in this section. B. Remedy - Cancellation. City may cancel this Agreement if City determines, following a duly noticed public hearing in accordance with Government Code section 50286, that Owner breached any of the conditions of the Agreement, Owner allowed the Historic Property to deteriorate to the point that it no longer meets the standards for a Item 1J-208 6 qualified historic property, or Owner failed to maintain and preserve the Historic Property in accordance with the terms of this Agreement. If this Agreement is cancelled, under this paragraph, Owner shall pay a cancellation fee to the Office of the Auditor for the County of Riverside as required by Government Code section 50286. C. Alternative Remedies. As an alternative to cancellation of this Agreement for Owner’s breach of any condition, City may bring an action in court necessary to enforce this Agreement including, but not limited to, an action to enforce this Agreement by specific performance, injunction, or receivership. 9. Destruction of Property; Eminent Domain; Cancellation. If the Historic Property is destroyed by earthquake, fire, flood, or other natural disaster such that in the opinion of the City Building Official more than sixty percent (60%) of the original fabric of the structure must be replaced, this Agreement shall be cancelled because the historic value of the structure will have been destroyed. If the Historic Property is acquired in whole or in part by eminent domain or other acquisition by any entity authorized to exercise the power of eminent domain, and the acquisition is determined by the City Council to frustrate the purpose of this Agreement, this Agreement shall be cancelled. No cancellation fee pursuant to Government Code section 50286 shall be imposed if the Agreement is cancelled pursuant to this Section. 10. Waiver. City does not waive any claim of default by Owner if City does not enforce or cancel this Agreement. All other remedies at law or in equity which are not otherwise provided for in this Agreement or in City’s regulations governing historic properties are available to the City to pursue in the event that there is a reach of this Agreement. No waiver by City of any breach or default under this Agreement shall be deemed to be a waiver of any other subsequent breach thereof or default hereunder. 11. Binding Effect of Agreement. Owner hereby subjects the Historic Property to the covenants, conditions, and restrictions set forth in this Agreement. City and Owner hereby declare their specific intent that the covenants, conditions, and Item 1J-209 7 restrictions set forth herein shall be deemed covenants running with the land and shall inure to and be binding upon Owner’s successors and assigns in title or interest to the Historic Property. Each and every contract, deed or other instrument herein after executed, covering or conveying the Historic Property, or any portion thereof, shall conclusively be held to have been executed, delivered and accepted subject to the covenants, reservations and restrictions are set forth in such contract, deed or other instrument. 12. Covenants Run with the Land. City and Owner hereby declare their understanding and intent that the burden of the covenants, reservations and restrictions set forth herein touch and concern the land in that it restricts development of the Historic Property. City and Owner hereby further declare their understanding and intent that the benefit of such covenants, reservations and restrictions touch and concern the land by enhancing and maintaining the cultural and historical characteristics and significance of the Historic Property for the benefit of the public and the Owner. 13. Notice. Any notice required to be given by the terms of this Agreement shall be provided at the address of the respective parties as specified below or at any other address as may be later specified by the parties hereto: City: City of Palm Desert Building and Safety Division 73-510 Fred Waring Drive Palm Desert, CA 92260 Owner: Justin Andrews and Courteney Andrews 242 Sandpiper Street Palm Desert, CA 92260 14. Effect of Agreement. None of the terms, provisions or conditions of this Agreement shall be deemed to create a partnership between the parties hereto and Item 1J-210 8 any of their heirs, successors or assigns, nor shall such terms, provisions or conditions cause the parties to be considered joint venturers or members of any joint enterprise. 15. Indemnity of City. Owner shall defend, indemnify, and hold harmless City and its elected officials, officers, agents and employees from any actual or alleged claims, demands, causes of action, liability, loss, damage, or injury to property or persons, including wrongful death, whether imposed by a court of law or by administrative action of any federal, state or local governmental agency, arising out of or incident to (i) the direct or indirect use operation, or maintenance of the Historic Property by Owner or any contractor, subcontractor, employee, agent, lessee, licensee, invitee, or any other person; (ii) Owner’s activities in connection with the Historic Property; and (iii) any restrictions on the use or development of the Historic Property, from application or enforcement of Title 29 of the City’s Municipal Code, or from the enforcement of this Agreement. This indemnification includes, without limitation, the payment of all penalties, fines, judgments, awards, decrees, attorneys’ fees, and related costs or expenses, and the reimbursement of City, its elected officials, employees, and/or agents for all legal expenses and costs incurred by each of them. Owner’s obligation to indemnify shall survive the termination, cancellation, or expiration of this Agreement and shall not be restricted to insurance proceeds, if any, received by City, its elected officials, employees, or agents. 16. Binding Upon Successors. All of the agreements, rights, covenants, reservations and restrictions contained in this Agreement shall be binding upon and shall inure to the benefit of the parties herein, their heirs, successors, legal representatives, assigns and all persons acquiring any part or portion of the Historic Property, whether by operation of law or in any manner whatsoever. 17. Legal Costs. In the event legal proceedings are brought by any party or parties to enforce or restrain a violation of any of the covenants, conditions or restrictions contained herein, or to determine the rights and duties of any party Item 1J-211 9 hereunder, the prevailing party in such proceeding may recover all reasonable attorneys’ fees to be fixed by the court, in addition to court costs and other relief ordered by the court. 18. Severability. In the event that any of the provisions of this Agreement are held to be unenforceable or invalid by any court of competent jurisdiction, or by subsequent preemptive legislation, the validity and enforceability of the remaining provisions, or portions thereof, shall not be affected thereby. 19. Recordation. No later than twenty (20) days after the Effective Date, City shall cause this Agreement to be recorded in the office of the County Recorder of the County of Riverside. 20. Amendments. This Agreement may be amended, in whole or in part, only by written recorded instrument executed by the parties hereto. 21. Governing Law and Venue. This Agreement shall be construed and governed in accordance with the laws of the State of California. Any action at law or in equity brought by either of the parties hereto for the purpose of enforcing a right or rights provided for by this Agreement shall be tried in a court of competent jurisdiction in the County of Riverside, State of California, and the parties hereby waive all provisions of law providing for a change of venue in such proceedings to any other county. Item 1J-212 10 IN WITNESS WHEREOF, City and Owner have executed this Agreement on the day and year first above written. Dated: _______________ CITY OF PALM DESERT By ______________________ JAN C. HARNIK, MAYOR ATTEST: By ________________________________ ANTHONY J. MEJIA, CITY CLERK CITY OF PALM DESERT, CALIFORNIA Dated: ________________ Justin Andrews ___________________________ Owner Courteney Andrews Owner APPROVED AS TO FORM ___ ROBERT W. HARGREAVES CITY ATTORNEY Item 1J-213 11 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of ___________________ } } SS. County of __________________ } On , 2022 , before me,____________________, a Notary Public, personally appeared__________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Item 1J-214 Item 1J-215 RECORDING REQUESTED BY, AND WHEN RECORDED, MAIL TO: City Clerk’s Office City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 FOR THE BENEFIT OF THE CITY OF PALM DESERT - NO FEE - 6103 OF THE GOVT. CODE (This Space for Recorder’s Use Only) Historic Property Preservation Agreement (“Mills Act Contract”) Between City of Palm Desert, California a Municipal Corporation “City” and DON LUSSIER and JOY LUSSIER TRUSTEES of the LUSSIER FAMILY LIVING TRUST dated 2/13/18 “Owner” Legal Description of Property APN 640-260-005 342 Sandpiper Street, Palm Desert, California 92260 Dated: August 25, 2022 (Resolution No. 2022-08 – Case No. CRPC 21-02 Approved at the Palm Desert City Council Meeting of February 10, 2022) ____________________________________________________________________________________________________________ (Title of Document) Item 1J-216 2 HISTORIC PROPERTY PRESERVATION AGREEMENT (“MILLS ACT CONTRACT or Agreement”) This agreement is made this August 25, 2022, by and between the City of Palm Desert, a municipal corporation (“City”) and Don Lussier and Joy Lussier Trustees of the Lussier Family Living Trust dated 2/13/18 (“Owner”). RECITALS 1. California Government Code section 50280, et. seq. allows cities the discretion to enter into contracts with the owners of qualified historic properties, as that term is defined in Government Code section 50280.1, for the purpose of providing for the use, maintenance, protection, and restoration of such historic property so as to retain its characteristics as property of historic significance. 2. Owner holds fee title in and to that certain real property, together with associated structures and improvements thereon, generally located at the street address 342 Sandpiper Street, Palm Desert, California (“Historic Property”). A legal description of the Historic Property is attached hereto as Exhibit “A,” and incorporated herein by this reference. 3. On February 10, 2022, the Cultural Resources Preservation Committee and/or the City Council designated the Historic Property as an historic resource pursuant to the terms and provisions of Title 29 of the Palm Desert Municipal Code. 4. City and Owner desire to enter into this Agreement for the purpose of protecting and preserving the characteristics of historical significance of the Historic Property that help provide the community with its own unique civic identity and character. 5. Owner, in consideration for abiding by the terms of this Agreement, shall be entitled to qualify for a reassessment of valuation of the Historic Property, pursuant to the Item 1J-217 3 provisions of Chapter 3, Part 2, of Division 1 of the California Revenue and Taxation Code, and any corresponding adjustment in property taxes resulting therefrom. TERMS NOW, THEREFORE, the City and Owner in consideration of mutual covenants and conditions set forth herein, do hereby agree as follows: 1. Effective Date and Term of Agreement. This Agreement shall be effective and commence on August 25, 2022, (“Effective Date”) and shall remain in effect for a term of ten (10) years thereafter. 2. Yearly Renewal. Each year upon the anniversary of the Effective Date (“Renewal Date”), an additional one (1) year shall automatically be added to the remaining term of the Agreement unless a notice of nonrenewal is delivered as provided in Section 3 of this Agreement. 3. Nonrenewal. If either the Owner or City desires in any year not to renew this Agreement, Owner or City shall serve a written notice of nonrenewal upon the party in advance of the Renewal Date (“Notice of Nonrenewal”). The Notice of Nonrenewal shall be effective only if served by Owner upon City at least ninety (90) days prior to the Renewal Date, or if served by City upon Owner, the Notice of Nonrenewal shall be effective only if served upon Owner at least sixty (60) days prior to the Renewal Date. If either City or Owner serves a Notice of Nonrenewal in any year, this Agreement shall remain in effect for the balance of the term then remaining. 4. Owner Protest of City Nonrenewal. Within fifteen (15) days of Owner’s receipt of the Notice of Nonrenewal from City, Owner may file with City a written protest of the Notice of Nonrenewal. Upon receipt of the written protect, the City Council shall set a hearing prior to the expiration of the Renewal Date of this Agreement. Owner may furnish the City Council with any information which Owner deems relevant and shall furnish the City Council with any information it may require. The City Council may, at any time prior to the annual Renewal Date, withdraw its Notice of Nonrenewal. Item 1J-218 4 5. Standards for Historical Property. During the term of this Agreement, the Historic Property shall be subject to the following conditions, requirements, and restrictions: A. Owner shall preserve and maintain the characteristics of the cultural and historical significance of the Historic Property. Attached hereto as Exhibit “B,” and incorporated herein by this reference, is a list of the minimum standards and conditions for maintenance, use, protection, and preservation of the Historic Property, which shall apply to the Historic Property and be complied with by Owner throughout the term of this Agreement. In addition, Owner shall comply with the terms of the City’s Cultural Resources Ordinance 1168 (Title 29 of the Palm Desert Municipal Code), and shall obtain any applicable permits necessary to protect, preserve, restore, and rehabilitate the Historic Property so as to maintain its historical and cultural significance. B. Owner shall, where necessary, repair, maintain, restore, and rehabilitate the Historic Property according to the rules and regulations of the Office of Historic Preservation of the State Department of Parks and Recreation and the City of Palm Desert. The condition of the exterior of the Historic Property on the effective date of this Agreement is documented in photographs attached as Exhibit “C” and incorporated herein by this reference. At a minimum, Owner shall continually maintain the exterior of the Historic Property in the same condition as documented in Exhibit “C.” C. Owner shall carry out specific restoration, repair, maintenance, and/or rehabilitation projects on the Historic Property, as outlined in the attached Exhibit “D,” which is incorporated herein by this reference. All such projects shall be undertaken and completed in accordance with the Secretary of Interior Standards for Rehabilitation and the City of Palm Desert design guidelines. Item 1J-219 5 D. Owner shall not be permitted to block the view corridor with any new structure, such as walls, fences, or shrubbery, so as to prevent the viewing of the Historic Property from the public right-of-way. 6. Periodic Examinations. Upon reasonable advance notice, Owner shall allow reasonable periodic examinations of the interior and exterior of the Historic Property by representatives of the County Assessor, the State Department of Parks and Recreation, the State Board of Equalization and/or City, as may be necessary to determine Owner’s compliance with the terms and provisions of this Agreement. City shall inspect Historic Property prior to entering into this Agreement and at least every five years thereafter to determine Owner’s continued compliance with Agreement. 7. Provision of Information of Compliance. Owner hereby agrees to furnish City with any and all information requested by City, which City deems necessary or advisable to determine eligibility of the Historic Property and compliance with the terms and provisions of this Agreement. 8. Breach of Agreement; Remedies. A. Notice of Breach; Opportunity to Cure. If Owner breaches any provision of this Agreement, City may give written notice to Owner by registered or certified mail detailing Owner’s violations. If such violation is not corrected to the reasonable satisfaction of City within thirty (30) days after the date of notice of violation, or within such a reasonable time as may be required to cure the violation (provided the acts to cure the violation are commenced within thirty (30) days and thereafter diligently pursued to completion), the City may, without further notice, declare Owner to be in breach of this Agreement. Upon City’s declaration of Owner’s breach, City may pursue any remedy available under local, state, or federal law, including those specifically provided for in this section. Item 1J-220 6 B. Remedy - Cancellation. City may cancel this Agreement if City determines, following a duly noticed public hearing in accordance with Government Code section 50286, that Owner breached any of the conditions of the Agreement, Owner allowed the Historic Property to deteriorate to the point that it no longer meets the standards for a qualified historic property, or Owner failed to maintain and preserve the Historic Property in accordance with the terms of this Agreement. If this Agreement is cancelled, under this paragraph, Owner shall pay a cancellation fee to the Office of the Auditor for the County of Riverside as required by Government Code section 50286. C. Alternative Remedies. As an alternative to cancellation of this Agreement for Owner’s breach of any condition, City may bring an action in court necessary to enforce this Agreement including, but not limited to, an action to enforce this Agreement by specific performance, injunction, or receivership. 9. Destruction of Property; Eminent Domain; Cancellation. If the Historic Property is destroyed by earthquake, fire, flood, or other natural disaster such that in the opinion of the City Building Official more than sixty percent (60%) of the original fabric of the structure must be replaced, this Agreement shall be cancelled because the historic value of the structure will have been destroyed. If the Historic Property is acquired in whole or in part by eminent domain or other acquisition by any entity authorized to exercise the power of eminent domain, and the acquisition is determined by the City Council to frustrate the purpose of this Agreement, this Agreement shall be cancelled. No cancellation fee pursuant to Government Code section 50286 shall be imposed if the Agreement is cancelled pursuant to this Section. 10. Waiver. City does not waive any claim of default by Owner if City does not enforce or cancel this Agreement. All other remedies at law or in equity which are not otherwise provided for in this Agreement or in City’s regulations governing historic properties are available to the City to pursue in the event that there is a reach of this Item 1J-221 7 Agreement. No waiver by City of any breach or default under this Agreement shall be deemed to be a waiver of any other subsequent breach thereof or default hereunder. 11. Binding Effect of Agreement. Owner hereby subjects the Historic Property to the covenants, conditions, and restrictions set forth in this Agreement. City and Owner hereby declare their specific intent that the covenants, conditions, and restrictions set forth herein shall be deemed covenants running with the land and shall inure to and be binding upon Owner’s successors and assigns in title or interest to the Historic Property. Each and every contract, deed or other instrument herein after executed, covering or conveying the Historic Property, or any portion thereof, shall conclusively be held to have been executed, delivered and accepted subject to the covenants, reservations and restrictions are set forth in such contract, deed or other instrument. 12. Covenants Run with the Land. City and Owner hereby declare their understanding and intent that the burden of the covenants, reservations and restrictions set forth herein touch and concern the land in that it restricts development of the Historic Property. City and Owner hereby further declare their understanding and intent that the benefit of such covenants, reservations and restrictions touch and concern the land by enhancing and maintaining the cultural and historical characteristics and significance of the Historic Property for the benefit of the public and the Owner. 13. Notice. Any notice required to be given by the terms of this Agreement shall be provided at the address of the respective parties as specified below or at any other address as may be later specified by the parties hereto: City: City of Palm Desert Building and Safety Division 73-510 Fred Waring Drive Palm Desert, CA 92260 Item 1J-222 8 Owner: Don Lussier and Joy Lussier Trustees of the Lussier Family Living Trust dated 2/13/18 342 Sandpiper Street, Palm Desert, CA 92260 14. Effect of Agreement. None of the terms, provisions or conditions of this Agreement shall be deemed to create a partnership between the parties hereto and any of their heirs, successors, or assigns, nor shall such terms, provisions or conditions cause the parties to be considered joint venturers or members of any joint enterprise. 15. Indemnity of City. Owner shall defend, indemnify, and hold harmless City and its elected officials, officers, agents and employees from any actual or alleged claims, demands, causes of action, liability, loss, damage, or injury to property or persons, including wrongful death, whether imposed by a court of law or by administrative action of any federal, state or local governmental agency, arising out of or incident to (i) the direct or indirect use operation, or maintenance of the Historic Property by Owner or any contractor, subcontractor, employee, agent, lessee, licensee, invitee, or any other person; (ii) Owner’s activities in connection with the Historic Property; and (iii) any restrictions on the use or development of the Historic Property, from application or enforcement of Title 29 of the City’s Municipal Code, or from the enforcement of this Agreement. This indemnification includes, without limitation, the payment of all penalties, fines, judgments, awards, decrees, attorneys’ fees, and related costs or expenses, and the reimbursement of City, its elected officials, employees, and/or agents for all legal expenses and costs incurred by each of them. Owner’s obligation to indemnify shall survive the termination, cancellation, or expiration of this Agreement and shall not be restricted to insurance proceeds, if any, received by City, its elected officials, employees, or agents. 16. Binding Upon Successors. All of the agreements, rights, covenants, reservations and restrictions contained in this Agreement shall be binding upon and Item 1J-223 9 shall inure to the benefit of the parties herein, their heirs, successors, legal representatives, assigns and all persons acquiring any part or portion of the Historic Property, whether by operation of law or in any manner whatsoever. 17. Legal Costs. In the event legal proceedings are brought by any party or parties to enforce or restrain a violation of any of the covenants, conditions or restrictions contained herein, or to determine the rights and duties of any party hereunder, the prevailing party in such proceeding may recover all reasonable attorneys’ fees to be fixed by the court, in addition to court costs and other relief ordered by the court. 18. Severability. In the event that any of the provisions of this Agreement are held to be unenforceable or invalid by any court of competent jurisdiction, or by subsequent preemptive legislation, the validity and enforceability of the remaining provisions, or portions thereof, shall not be affected thereby. 19. Recordation. No later than twenty (20) days after the Effective Date, City shall cause this Agreement to be recorded in the office of the County Recorder of the County of Riverside. 20. Amendments. This Agreement may be amended, in whole or in part, only by written recorded instrument executed by the parties hereto. 21. Governing Law and Venue. This Agreement shall be construed and governed in accordance with the laws of the State of California. Any action at law or in equity brought by either of the parties hereto for the purpose of enforcing a right or rights provided for by this Agreement shall be tried in a court of competent jurisdiction in the County of Riverside, State of California, and the parties hereby waive all provisions of law providing for a change of venue in such proceedings to any other county. Item 1J-224 10 IN WITNESS WHEREOF, City and Owner have executed this Agreement on the day and year first above written. Dated: _______________ CITY OF PALM DESERT By ______________________ JAN C. HARNIK, MAYOR ATTEST: By ________________________________ ANTHONY J. MEJIA, CITY CLERK CITY OF PALM DESERT, CALIFORNIA Dated: ________________ Don Lussier ___________________________ Owner Joy Lussier ___________________________ Owner APPROVED AS TO FORM ___ ROBERT W. HARGREAVES CITY ATTORNEY Item 1J-225 11 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of ___________________ } } SS. County of __________________ } On , 2022 , before me,____________________, a Notary Public, personally appeared__________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Item 1J-226 Item 1J-227 RECORDING REQUESTED BY, AND WHEN RECORDED, MAIL TO: City Clerk’s Office City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 FOR THE BENEFIT OF THE CITY OF PALM DESERT - NO FEE - 6103 OF THE GOVT. CODE (This Space for Recorder’s Use Only) Historic Property Preservation Agreement (“Mills Act Contract”) Between City of Palm Desert, California a Municipal Corporation “City” and Paul Preston “Owner” Legal Description of Property APN 640-260-003 352 Sandpiper Street, Palm Desert, California 92260 Dated: August 25, 2022 (Resolution No. 2022-08 – Case No. CRPC 21-02 Approved at the Palm Desert City Council Meeting of February 10, 2022) ____________________________________________________________________________________________________________ (Title of Document) Item 1J-228 2 HISTORIC PROPERTY PRESERVATION AGREEMENT (“MILLS ACT CONTRACT or Agreement”) This agreement is made this August 25, 2022, by and between the City of Palm Desert, a municipal corporation (“City”) and Paul Preston (“Owner”). RECITALS 1. California Government Code section 50280, et. seq. allows cities the discretion to enter into contracts with the owners of qualified historic properties, as that term is defined in Government Code section 50280.1, for the purpose of providing for the use, maintenance, protection, and restoration of such historic property so as to retain its characteristics as property of historic significance. 2. Owner holds fee title in and to that certain real property, together with associated structures and improvements thereon, generally located at the street address 352 Sandpiper Street, Palm Desert, California (“Historic Property”). A legal description of the Historic Property is attached hereto as Exhibit “A,” and incorporated herein by this reference. 3. On February 10, 2022, the Cultural Resources Preservation Committee and/or the City Council designated the Historic Property as an historic resource pursuant to the terms and provisions of Title 29 of the Palm Desert Municipal Code. 4. City and Owner desire to enter into this Agreement for the purpose of protecting and preserving the characteristics of historical significance of the Historic Property that help provide the community with its own unique civic identity and character. 5. Owner, in consideration for abiding by the terms of this Agreement, shall be entitled to qualify for a reassessment of valuation of the Historic Property, pursuant to the provisions of Chapter 3, Part 2, of Division 1 of the California Revenue and Taxation Code, and any corresponding adjustment in property taxes resulting therefrom. Item 1J-229 3 TERMS NOW, THEREFORE, the City and Owner in consideration of mutual covenants and conditions set forth herein, do hereby agree as follows: 1. Effective Date and Term of Agreement. This Agreement shall be effective and commence on August 25, 2022, (“Effective Date”) and shall remain in effect for a term of ten (10) years thereafter. 2. Yearly Renewal. Each year upon the anniversary of the Effective Date (“Renewal Date”), an additional one (1) year shall automatically be added to the remaining term of the Agreement unless a notice of nonrenewal is delivered as provided in Section 3 of this Agreement. 3. Nonrenewal. If either the Owner or City desires in any year not to renew this Agreement, Owner or City shall serve a written notice of nonrenewal upon the party in advance of the Renewal Date (“Notice of Nonrenewal”). The Notice of Nonrenewal shall be effective only if served by Owner upon City at least ninety (90) days prior to the Renewal Date, or if served by City upon Owner, the Notice of Nonrenewal shall be effective only if served upon Owner at least sixty (60) days prior to the Renewal Date. If either City or Owner serves a Notice of Nonrenewal in any year, this Agreement shall remain in effect for the balance of the term then remaining. 4. Owner Protest of City Nonrenewal. Within fifteen (15) days of Owner’s receipt of the Notice of Nonrenewal from City, Owner may file with City a written protest of the Notice of Nonrenewal. Upon receipt of the written protect, the City Council shall set a hearing prior to the expiration of the Renewal Date of this Agreement. Owner may furnish the City Council with any information which Owner deems relevant and shall furnish the City Council with any information it may require. The City Council may, at any time prior to the annual Renewal Date, withdraw its Notice of Nonrenewal. 5. Standards for Historical Property. During the term of this Agreement, the Historic Property shall be subject to the following conditions, requirements, and restrictions: Item 1J-230 4 A. Owner shall preserve and maintain the characteristics of the cultural and historical significance of the Historic Property. Attached hereto as Exhibit “B,” and incorporated herein by this reference, is a list of the minimum standards and conditions for maintenance, use, protection, and preservation of the Historic Property, which shall apply to the Historic Property and be complied with by Owner throughout the term of this Agreement. In addition, Owner shall comply with the terms of the City’s Cultural Resources Ordinance 1168 (Title 29 of the Palm Desert Municipal Code), and shall obtain any applicable permits necessary to protect, preserve, restore, and rehabilitate the Historic Property so as to maintain its historical and cultural significance. B. Owner shall, where necessary, repair, maintain, restore, and rehabilitate the Historic Property according to the rules and regulations of the Office of Historic Preservation of the State Department of Parks and Recreation and the City of Palm Desert. The condition of the exterior of the Historic Property on the effective date of this Agreement is documented in photographs attached as Exhibit “C” and incorporated herein by this reference. At a minimum, Owner shall continually maintain the exterior of the Historic Property in the same condition as documented in Exhibit “C.” C. Owner shall carry out specific restoration, repair, maintenance, and/or rehabilitation projects on the Historic Property, as outlined in the attached Exhibit “D,” which is incorporated herein by this reference. All such projects shall be undertaken and completed in accordance with the Secretary of Interior Standards for Rehabilitation and the City of Palm Desert design guidelines. D. Owner shall not be permitted to block the view corridor with any new structure, such as walls, fences, or shrubbery, so as to prevent the viewing of the Historic Property from the public right-of-way. Item 1J-231 5 6. Periodic Examinations. Upon reasonable advance notice, Owner shall allow reasonable periodic examinations of the interior and exterior of the Historic Property by representatives of the County Assessor, the State Department of Parks and Recreation, the State Board of Equalization and/or City, as may be necessary to determine Owner’s compliance with the terms and provisions of this Agreement. City shall inspect Historic Property prior to entering into this Agreement and at least every five years thereafter to determine Owner’s continued compliance with Agreement. 7. Provision of Information of Compliance. Owner hereby agrees to furnish City with any and all information requested by City, which City deems necessary or advisable to determine eligibility of the Historic Property and compliance with the terms and provisions of this Agreement. 8. Breach of Agreement; Remedies. A. Notice of Breach; Opportunity to Cure. If Owner breaches any provision of this Agreement, City may give written notice to Owner by registered or certified mail detailing Owner’s violations. If such violation is not corrected to the reasonable satisfaction of City within thirty (30) days after the date of notice of violation, or within such a reasonable time as may be required to cure the violation (provided the acts to cure the violation are commenced within thirty (30) days and thereafter diligently pursued to completion), the City may, without further notice, declare Owner to be in breach of this Agreement. Upon City’s declaration of Owner’s breach, City may pursue any remedy available under local, state, or federal law, including those specifically provided for in this section. B. Remedy - Cancellation. City may cancel this Agreement if City determines, following a duly noticed public hearing in accordance with Government Code section 50286, that Owner breached any of the conditions of the Agreement, Owner allowed the Historic Property to deteriorate to the point that it no longer meets the standards for a Item 1J-232 6 qualified historic property, or Owner failed to maintain and preserve the Historic Property in accordance with the terms of this Agreement. If this Agreement is cancelled, under this paragraph, Owner shall pay a cancellation fee to the Office of the Auditor for the County of Riverside as required by Government Code section 50286. C. Alternative Remedies. As an alternative to cancellation of this Agreement for Owner’s breach of any condition, City may bring an action in court necessary to enforce this Agreement including, but not limited to, an action to enforce this Agreement by specific performance, injunction, or receivership. 9. Destruction of Property; Eminent Domain; Cancellation. If the Historic Property is destroyed by earthquake, fire, flood, or other natural disaster such that in the opinion of the City Building Official more than sixty percent (60%) of the original fabric of the structure must be replaced, this Agreement shall be cancelled because the historic value of the structure will have been destroyed. If the Historic Property is acquired in whole or in part by eminent domain or other acquisition by any entity authorized to exercise the power of eminent domain, and the acquisition is determined by the City Council to frustrate the purpose of this Agreement, this Agreement shall be cancelled. No cancellation fee pursuant to Government Code section 50286 shall be imposed if the Agreement is cancelled pursuant to this Section. 10. Waiver. City does not waive any claim of default by Owner if City does not enforce or cancel this Agreement. All other remedies at law or in equity which are not otherwise provided for in this Agreement or in City’s regulations governing historic properties are available to the City to pursue in the event that there is a reach of this Agreement. No waiver by City of any breach or default under this Agreement shall be deemed to be a waiver of any other subsequent breach thereof or default hereunder. 11. Binding Effect of Agreement. Owner hereby subjects the Historic Property to the covenants, conditions, and restrictions set forth in this Agreement. City and Owner hereby declare their specific intent that the covenants, conditions, and Item 1J-233 7 restrictions set forth herein shall be deemed covenants running with the land and shall inure to and be binding upon Owner’s successors and assigns in title or interest to the Historic Property. Each and every contract, deed or other instrument herein after executed, covering or conveying the Historic Property, or any portion thereof, shall conclusively be held to have been executed, delivered and accepted subject to the covenants, reservations and restrictions are set forth in such contract, deed or other instrument. 12. Covenants Run with the Land. City and Owner hereby declare their understanding and intent that the burden of the covenants, reservations and restrictions set forth herein touch and concern the land in that it restricts development of the Historic Property. City and Owner hereby further declare their understanding and intent that the benefit of such covenants, reservations and restrictions touch and concern the land by enhancing and maintaining the cultural and historical characteristics and significance of the Historic Property for the benefit of the public and the Owner. 13. Notice. Any notice required to be given by the terms of this Agreement shall be provided at the address of the respective parties as specified below or at any other address as may be later specified by the parties hereto: City: City of Palm Desert Building and Safety Division 73-510 Fred Waring Drive Palm Desert, CA 92260 Owner: Paul Preston 352 Sandpiper Street Palm Desert, CA 92260 14. Effect of Agreement. None of the terms, provisions or conditions of this Agreement shall be deemed to create a partnership between the parties hereto and Item 1J-234 8 any of their heirs, successors or assigns, nor shall such terms, provisions or conditions cause the parties to be considered joint venturers or members of any joint enterprise. 15. Indemnity of City. Owner shall defend, indemnify, and hold harmless City and its elected officials, officers, agents and employees from any actual or alleged claims, demands, causes of action, liability, loss, damage, or injury to property or persons, including wrongful death, whether imposed by a court of law or by administrative action of any federal, state or local governmental agency, arising out of or incident to (i) the direct or indirect use operation, or maintenance of the Historic Property by Owner or any contractor, subcontractor, employee, agent, lessee, licensee, invitee, or any other person; (ii) Owner’s activities in connection with the Historic Property; and (iii) any restrictions on the use or development of the Historic Property, from application or enforcement of Title 29 of the City’s Municipal Code, or from the enforcement of this Agreement. This indemnification includes, without limitation, the payment of all penalties, fines, judgments, awards, decrees, attorneys’ fees, and related costs or expenses, and the reimbursement of City, its elected officials, employees, and/or agents for all legal expenses and costs incurred by each of them. Owner’s obligation to indemnify shall survive the termination, cancellation, or expiration of this Agreement and shall not be restricted to insurance proceeds, if any, received by City, its elected officials, employees, or agents. 16. Binding Upon Successors. All of the agreements, rights, covenants, reservations and restrictions contained in this Agreement shall be binding upon and shall inure to the benefit of the parties herein, their heirs, successors, legal representatives, assigns and all persons acquiring any part or portion of the Historic Property, whether by operation of law or in any manner whatsoever. 17. Legal Costs. In the event legal proceedings are brought by any party or parties to enforce or restrain a violation of any of the covenants, conditions or restrictions contained herein, or to determine the rights and duties of any party Item 1J-235 9 hereunder, the prevailing party in such proceeding may recover all reasonable attorneys’ fees to be fixed by the court, in addition to court costs and other relief ordered by the court. 18. Severability. In the event that any of the provisions of this Agreement are held to be unenforceable or invalid by any court of competent jurisdiction, or by subsequent preemptive legislation, the validity and enforceability of the remaining provisions, or portions thereof, shall not be affected thereby. 19. Recordation. No later than twenty (20) days after the Effective Date, City shall cause this Agreement to be recorded in the office of the County Recorder of the County of Riverside. 20. Amendments. This Agreement may be amended, in whole or in part, only by written recorded instrument executed by the parties hereto. 21. Governing Law and Venue. This Agreement shall be construed and governed in accordance with the laws of the State of California. Any action at law or in equity brought by either of the parties hereto for the purpose of enforcing a right or rights provided for by this Agreement shall be tried in a court of competent jurisdiction in the County of Riverside, State of California, and the parties hereby waive all provisions of law providing for a change of venue in such proceedings to any other county. Item 1J-236 10 IN WITNESS WHEREOF, City and Owner have executed this Agreement on the day and year first above written. Dated: _______________ CITY OF PALM DESERT By ______________________ JAN C. HARNIK, MAYOR ATTEST: By ________________________________ ANTHONY J. MEJIA, CITY CLERK CITY OF PALM DESERT, CALIFORNIA Dated: ________________ Paul Preston ___________________________ Owner APPROVED AS TO FORM ___ ROBERT W. HARGREAVES CITY ATTORNEY Item 1J-237 11 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of ___________________ } } SS. County of __________________ } On , 2022 , before me,____________________, a Notary Public, personally appeared__________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Item 1J-238 Item 1J-239 RECORDING REQUESTED BY, AND WHEN RECORDED, MAIL TO: City Clerk’s Office City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 FOR THE BENEFIT OF THE CITY OF PALM DESERT - NO FEE - 6103 OF THE GOVT. CODE (This Space for Recorder’s Use Only) Historic Property Preservation Agreement (“Mills Act Contract”) Between City of Palm Desert, California a Municipal Corporation “City” and NOREEN COUP “Owner” Legal Description of Property APN 640-260-008 361 Sandpiper Street, Palm Desert, California 92260 Dated: August 25, 2022 (Resolution No. 2022-08 – Case No. CRPC 21-02 Approved at the Palm Desert City Council Meeting of February 10, 2022) ____________________________________________________________________________________________________________ (Title of Document) Item 1J-240 2 HISTORIC PROPERTY PRESERVATION AGREEMENT (“MILLS ACT CONTRACT or Agreement”) This agreement is made this August 25, 2022, by and between the City of Palm Desert, a municipal corporation (“City”) and Noreen Coup (“Owner”). RECITALS 1. California Government Code section 50280, et. seq. allows cities the discretion to enter into contracts with the owners of qualified historic properties, as that term is defined in Government Code section 50280.1, for the purpose of providing for the use, maintenance, protection, and restoration of such historic property so as to retain its characteristics as property of historic significance. 2. Owner holds fee title in and to that certain real property, together with associated structures and improvements thereon, generally located at the street address 361 Sandpiper Street, Palm Desert, California (“Historic Property”). A legal description of the Historic Property is attached hereto as Exhibit “A,” and incorporated herein by this reference. 3. On February 10, 2022, the Cultural Resources Preservation Committee and/or the City Council designated the Historic Property as an historic resource pursuant to the terms and provisions of Title 29 of the Palm Desert Municipal Code. 4. City and Owner desire to enter into this Agreement for the purpose of protecting and preserving the characteristics of historical significance of the Historic Property that help provide the community with its own unique civic identity and character. 5. Owner, in consideration for abiding by the terms of this Agreement, shall be entitled to qualify for a reassessment of valuation of the Historic Property, pursuant to the provisions of Chapter 3, Part 2, of Division 1 of the California Revenue and Taxation Code, and any corresponding adjustment in property taxes resulting therefrom. Item 1J-241 3 TERMS NOW, THEREFORE, the City and Owner in consideration of mutual covenants and conditions set forth herein, do hereby agree as follows: 1. Effective Date and Term of Agreement. This Agreement shall be effective and commence on August 25, 2022, (“Effective Date”) and shall remain in effect for a term of ten (10) years thereafter. 2. Yearly Renewal. Each year upon the anniversary of the Effective Date (“Renewal Date”), an additional one (1) year shall automatically be added to the remaining term of the Agreement unless a notice of nonrenewal is delivered as provided in Section 3 of this Agreement. 3. Nonrenewal. If either the Owner or City desires in any year not to renew this Agreement, Owner or City shall serve a written notice of nonrenewal upon the party in advance of the Renewal Date (“Notice of Nonrenewal”). The Notice of Nonrenewal shall be effective only if served by Owner upon City at least ninety (90) days prior to the Renewal Date, or if served by City upon Owner, the Notice of Nonrenewal shall be effective only if served upon Owner at least sixty (60) days prior to the Renewal Date. If either City or Owner serves a Notice of Nonrenewal in any year, this Agreement shall remain in effect for the balance of the term then remaining. 4. Owner Protest of City Nonrenewal. Within fifteen (15) days of Owner’s receipt of the Notice of Nonrenewal from City, Owner may file with City a written protest of the Notice of Nonrenewal. Upon receipt of the written protect, the City Council shall set a hearing prior to the expiration of the Renewal Date of this Agreement. Owner may furnish the City Council with any information which Owner deems relevant and shall furnish the City Council with any information it may require. The City Council may, at any time prior to the annual Renewal Date, withdraw its Notice of Nonrenewal. 5. Standards for Historical Property. During the term of this Agreement, the Historic Property shall be subject to the following conditions, requirements, and restrictions: Item 1J-242 4 A. Owner shall preserve and maintain the characteristics of the cultural and historical significance of the Historic Property. Attached hereto as Exhibit “B,” and incorporated herein by this reference, is a list of the minimum standards and conditions for maintenance, use, protection, and preservation of the Historic Property, which shall apply to the Historic Property and be complied with by Owner throughout the term of this Agreement. In addition, Owner shall comply with the terms of the City’s Cultural Resources Ordinance 1168 (Title 29 of the Palm Desert Municipal Code), and shall obtain any applicable permits necessary to protect, preserve, restore, and rehabilitate the Historic Property so as to maintain its historical and cultural significance. B. Owner shall, where necessary, repair, maintain, restore, and rehabilitate the Historic Property according to the rules and regulations of the Office of Historic Preservation of the State Department of Parks and Recreation and the City of Palm Desert. The condition of the exterior of the Historic Property on the effective date of this Agreement is documented in photographs attached as Exhibit “C” and incorporated herein by this reference. At a minimum, Owner shall continually maintain the exterior of the Historic Property in the same condition as documented in Exhibit “C.” C. Owner shall carry out specific restoration, repair, maintenance, and/or rehabilitation projects on the Historic Property, as outlined in the attached Exhibit “D,” which is incorporated herein by this reference. All such projects shall be undertaken and completed in accordance with the Secretary of Interior Standards for Rehabilitation and the City of Palm Desert design guidelines. D. Owner shall not be permitted to block the view corridor with any new structure, such as walls, fences, or shrubbery, so as to prevent the viewing of the Historic Property from the public right-of-way. Item 1J-243 5 6. Periodic Examinations. Upon reasonable advance notice, Owner shall allow reasonable periodic examinations of the interior and exterior of the Historic Property by representatives of the County Assessor, the State Department of Parks and Recreation, the State Board of Equalization and/or City, as may be necessary to determine Owner’s compliance with the terms and provisions of this Agreement. City shall inspect Historic Property prior to entering into this Agreement and at least every five years thereafter to determine Owner’s continued compliance with Agreement. 7. Provision of Information of Compliance. Owner hereby agrees to furnish City with any and all information requested by City, which City deems necessary or advisable to determine eligibility of the Historic Property and compliance with the terms and provisions of this Agreement. 8. Breach of Agreement; Remedies. A. Notice of Breach; Opportunity to Cure. If Owner breaches any provision of this Agreement, City may give written notice to Owner by registered or certified mail detailing Owner’s violations. If such violation is not corrected to the reasonable satisfaction of City within thirty (30) days after the date of notice of violation, or within such a reasonable time as may be required to cure the violation (provided the acts to cure the violation are commenced within thirty (30) days and thereafter diligently pursued to completion), the City may, without further notice, declare Owner to be in breach of this Agreement. Upon City’s declaration of Owner’s breach, City may pursue any remedy available under local, state, or federal law, including those specifically provided for in this section. B. Remedy - Cancellation. City may cancel this Agreement if City determines, following a duly noticed public hearing in accordance with Government Code section 50286, that Owner breached any of the conditions of the Agreement, Owner allowed the Historic Property to deteriorate to the point that it no longer meets the standards for a Item 1J-244 6 qualified historic property, or Owner failed to maintain and preserve the Historic Property in accordance with the terms of this Agreement. If this Agreement is cancelled, under this paragraph, Owner shall pay a cancellation fee to the Office of the Auditor for the County of Riverside as required by Government Code section 50286. C. Alternative Remedies. As an alternative to cancellation of this Agreement for Owner’s breach of any condition, City may bring an action in court necessary to enforce this Agreement including, but not limited to, an action to enforce this Agreement by specific performance, injunction, or receivership. 9. Destruction of Property; Eminent Domain; Cancellation. If the Historic Property is destroyed by earthquake, fire, flood, or other natural disaster such that in the opinion of the City Building Official more than sixty percent (60%) of the original fabric of the structure must be replaced, this Agreement shall be cancelled because the historic value of the structure will have been destroyed. If the Historic Property is acquired in whole or in part by eminent domain or other acquisition by any entity authorized to exercise the power of eminent domain, and the acquisition is determined by the City Council to frustrate the purpose of this Agreement, this Agreement shall be cancelled. No cancellation fee pursuant to Government Code section 50286 shall be imposed if the Agreement is cancelled pursuant to this Section. 10. Waiver. City does not waive any claim of default by Owner if City does not enforce or cancel this Agreement. All other remedies at law or in equity which are not otherwise provided for in this Agreement or in City’s regulations governing historic properties are available to the City to pursue in the event that there is a reach of this Agreement. No waiver by City of any breach or default under this Agreement shall be deemed to be a waiver of any other subsequent breach thereof or default hereunder. 11. Binding Effect of Agreement. Owner hereby subjects the Historic Property to the covenants, conditions, and restrictions set forth in this Agreement. City and Owner hereby declare their specific intent that the covenants, conditions, and Item 1J-245 7 restrictions set forth herein shall be deemed covenants running with the land and shall inure to and be binding upon Owner’s successors and assigns in title or interest to the Historic Property. Each and every contract, deed or other instrument herein after executed, covering or conveying the Historic Property, or any portion thereof, shall conclusively be held to have been executed, delivered and accepted subject to the covenants, reservations and restrictions are set forth in such contract, deed or other instrument. 12. Covenants Run with the Land. City and Owner hereby declare their understanding and intent that the burden of the covenants, reservations and restrictions set forth herein touch and concern the land in that it restricts development of the Historic Property. City and Owner hereby further declare their understanding and intent that the benefit of such covenants, reservations and restrictions touch and concern the land by enhancing and maintaining the cultural and historical characteristics and significance of the Historic Property for the benefit of the public and the Owner. 13. Notice. Any notice required to be given by the terms of this Agreement shall be provided at the address of the respective parties as specified below or at any other address as may be later specified by the parties hereto: City: City of Palm Desert Building and Safety Division 73-510 Fred Waring Drive Palm Desert, CA 92260 Owner: Noreen Coup 361 Sandpiper Street Palm Desert, CA 92260 14. Effect of Agreement. None of the terms, provisions or conditions of this Agreement shall be deemed to create a partnership between the parties hereto and Item 1J-246 8 any of their heirs, successors, or assigns, nor shall such terms, provisions or conditions cause the parties to be considered joint venturers or members of any joint enterprise. 15. Indemnity of City. Owner shall defend, indemnify, and hold harmless City and its elected officials, officers, agents and employees from any actual or alleged claims, demands, causes of action, liability, loss, damage, or injury to property or persons, including wrongful death, whether imposed by a court of law or by administrative action of any federal, state or local governmental agency, arising out of or incident to (i) the direct or indirect use operation, or maintenance of the Historic Property by Owner or any contractor, subcontractor, employee, agent, lessee, licensee, invitee, or any other person; (ii) Owner’s activities in connection with the Historic Property; and (iii) any restrictions on the use or development of the Historic Property, from application or enforcement of Title 29 of the City’s Municipal Code, or from the enforcement of this Agreement. This indemnification includes, without limitation, the payment of all penalties, fines, judgments, awards, decrees, attorneys’ fees, and related costs or expenses, and the reimbursement of City, its elected officials, employees, and/or agents for all legal expenses and costs incurred by each of them. Owner’s obligation to indemnify shall survive the termination, cancellation, or expiration of this Agreement and shall not be restricted to insurance proceeds, if any, received by City, its elected officials, employees, or agents. 16. Binding Upon Successors. All of the agreements, rights, covenants, reservations and restrictions contained in this Agreement shall be binding upon and shall inure to the benefit of the parties herein, their heirs, successors, legal representatives, assigns and all persons acquiring any part or portion of the Historic Property, whether by operation of law or in any manner whatsoever. 17. Legal Costs. In the event legal proceedings are brought by any party or parties to enforce or restrain a violation of any of the covenants, conditions or Item 1J-247 9 restrictions contained herein, or to determine the rights and duties of any party hereunder, the prevailing party in such proceeding may recover all reasonable attorneys’ fees to be fixed by the court, in addition to court costs and other relief ordered by the court. 18. Severability. In the event that any of the provisions of this Agreement are held to be unenforceable or invalid by any court of competent jurisdiction, or by subsequent preemptive legislation, the validity and enforceability of the remaining provisions, or portions thereof, shall not be affected thereby. 19. Recordation. No later than twenty (20) days after the Effective Date, City shall cause this Agreement to be recorded in the office of the County Recorder of the County of Riverside. 20. Amendments. This Agreement may be amended, in whole or in part, only by written recorded instrument executed by the parties hereto. 21. Governing Law and Venue. This Agreement shall be construed and governed in accordance with the laws of the State of California. Any action at law or in equity brought by either of the parties hereto for the purpose of enforcing a right or rights provided for by this Agreement shall be tried in a court of competent jurisdiction in the County of Riverside, State of California, and the parties hereby waive all provisions of law providing for a change of venue in such proceedings to any other county. Item 1J-248 10 IN WITNESS WHEREOF, City and Owner have executed this Agreement on the day and year first above written. Dated: _______________ CITY OF PALM DESERT By ______________________ JAN C. HARNIK, MAYOR ATTEST: By ________________________________ ANTHONY J. MEJIA, CITY CLERK CITY OF PALM DESERT, CALIFORNIA Dated: ________________ Noreen Coup ___________________________ Owner APPROVED AS TO FORM ___ ROBERT W. HARGREAVES CITY ATTORNEY Item 1J-249 11 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of ___________________ } } SS. County of __________________ } On , 2022 , before me,____________________, a Notary Public, personally appeared__________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Item 1J-250 Item 1J-251 RECORDING REQUESTED BY, AND WHEN RECORDED, MAIL TO: City Clerk’s Office City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 FOR THE BENEFIT OF THE CITY OF PALM DESERT - NO FEE - 6103 OF THE GOVT. CODE (This Space for Recorder’s Use Only) Historic Property Preservation Agreement (“Mills Act Contract”) Between City of Palm Desert, California a Municipal Corporation “City” and CATHERINE ANN MULFLUR “Owner” Legal Description of Property APN 640-260-007 363 Sandpiper Street, Palm Desert, California 92260 Dated: August 25, 2022 (Resolution No. 2022-08 – Case No. CRPC 21-02 Approved at the Palm Desert City Council Meeting of February 10, 2022) ____________________________________________________________________________________________________________ (Title of Document) Item 1J-252 2 HISTORIC PROPERTY PRESERVATION AGREEMENT (“MILLS ACT CONTRACT or Agreement”) This agreement is made this August 25, 2022, by and between the City of Palm Desert, a municipal corporation (“City”) and Catherine Ann Mulflur (“Owner”). RECITALS 1. California Government Code section 50280, et. seq. allows cities the discretion to enter into contracts with the owners of qualified historic properties, as that term is defined in Government Code section 50280.1, for the purpose of providing for the use, maintenance, protection, and restoration of such historic property so as to retain its characteristics as property of historic significance. 2. Owner holds fee title in and to that certain real property, together with associated structures and improvements thereon, generally located at the street address 363 Sandpiper Street, Palm Desert, California (“Historic Property”). A legal description of the Historic Property is attached hereto as Exhibit “A,” and incorporated herein by this reference. 3. On February 10, 2022, the Cultural Resources Preservation Committee and/or the City Council designated the Historic Property as an historic resource pursuant to the terms and provisions of Title 29 of the Palm Desert Municipal Code. 4. City and Owner desire to enter into this Agreement for the purpose of protecting and preserving the characteristics of historical significance of the Historic Property that help provide the community with its own unique civic identity and character. 5. Owner, in consideration for abiding by the terms of this Agreement, shall be entitled to qualify for a reassessment of valuation of the Historic Property, pursuant to the provisions of Chapter 3, Part 2, of Division 1 of the California Revenue and Taxation Code, and any corresponding adjustment in property taxes resulting therefrom. Item 1J-253 3 TERMS NOW, THEREFORE, the City and Owner in consideration of mutual covenants and conditions set forth herein, do hereby agree as follows: 1. Effective Date and Term of Agreement. This Agreement shall be effective and commence on August 25, 2022, (“Effective Date”) and shall remain in effect for a term of ten (10) years thereafter. 2. Yearly Renewal. Each year upon the anniversary of the Effective Date (“Renewal Date”), an additional one (1) year shall automatically be added to the remaining term of the Agreement unless a notice of nonrenewal is delivered as provided in Section 3 of this Agreement. 3. Nonrenewal. If either the Owner or City desires in any year not to renew this Agreement, Owner or City shall serve a written notice of nonrenewal upon the party in advance of the Renewal Date (“Notice of Nonrenewal”). The Notice of Nonrenewal shall be effective only if served by Owner upon City at least ninety (90) days prior to the Renewal Date, or if served by City upon Owner, the Notice of Nonrenewal shall be effective only if served upon Owner at least sixty (60) days prior to the Renewal Date. If either City or Owner serves a Notice of Nonrenewal in any year, this Agreement shall remain in effect for the balance of the term then remaining. 4. Owner Protest of City Nonrenewal. Within fifteen (15) days of Owner’s receipt of the Notice of Nonrenewal from City, Owner may file with City a written protest of the Notice of Nonrenewal. Upon receipt of the written protect, the City Council shall set a hearing prior to the expiration of the Renewal Date of this Agreement. Owner may furnish the City Council with any information which Owner deems relevant and shall furnish the City Council with any information it may require. The City Council may, at any time prior to the annual Renewal Date, withdraw its Notice of Nonrenewal. 5. Standards for Historical Property. During the term of this Agreement, the Historic Property shall be subject to the following conditions, requirements, and restrictions: Item 1J-254 4 A. Owner shall preserve and maintain the characteristics of the cultural and historical significance of the Historic Property. Attached hereto as Exhibit “B,” and incorporated herein by this reference, is a list of the minimum standards and conditions for maintenance, use, protection, and preservation of the Historic Property, which shall apply to the Historic Property and be complied with by Owner throughout the term of this Agreement. In addition, Owner shall comply with the terms of the City’s Cultural Resources Ordinance 1168 (Title 29 of the Palm Desert Municipal Code), and shall obtain any applicable permits necessary to protect, preserve, restore, and rehabilitate the Historic Property so as to maintain its historical and cultural significance. B. Owner shall, where necessary, repair, maintain, restore, and rehabilitate the Historic Property according to the rules and regulations of the Office of Historic Preservation of the State Department of Parks and Recreation and the City of Palm Desert. The condition of the exterior of the Historic Property on the effective date of this Agreement is documented in photographs attached as Exhibit “C” and incorporated herein by this reference. At a minimum, Owner shall continually maintain the exterior of the Historic Property in the same condition as documented in Exhibit “C.” C. Owner shall carry out specific restoration, repair, maintenance, and/or rehabilitation projects on the Historic Property, as outlined in the attached Exhibit “D,” which is incorporated herein by this reference. All such projects shall be undertaken and completed in accordance with the Secretary of Interior Standards for Rehabilitation and the City of Palm Desert design guidelines. D. Owner shall not be permitted to block the view corridor with any new structure, such as walls, fences, or shrubbery, so as to prevent the viewing of the Historic Property from the public right-of-way. Item 1J-255 5 6. Periodic Examinations. Upon reasonable advance notice, Owner shall allow reasonable periodic examinations of the interior and exterior of the Historic Property by representatives of the County Assessor, the State Department of Parks and Recreation, the State Board of Equalization and/or City, as may be necessary to determine Owner’s compliance with the terms and provisions of this Agreement. City shall inspect Historic Property prior to entering into this Agreement and at least every five years thereafter to determine Owner’s continued compliance with Agreement. 7. Provision of Information of Compliance. Owner hereby agrees to furnish City with any and all information requested by City, which City deems necessary or advisable to determine eligibility of the Historic Property and compliance with the terms and provisions of this Agreement. 8. Breach of Agreement; Remedies. A. Notice of Breach; Opportunity to Cure. If Owner breaches any provision of this Agreement, City may give written notice to Owner by registered or certified mail detailing Owner’s violations. If such violation is not corrected to the reasonable satisfaction of City within thirty (30) days after the date of notice of violation, or within such a reasonable time as may be required to cure the violation (provided the acts to cure the violation are commenced within thirty (30) days and thereafter diligently pursued to completion), the City may, without further notice, declare Owner to be in breach of this Agreement. Upon City’s declaration of Owner’s breach, City may pursue any remedy available under local, state, or federal law, including those specifically provided for in this section. B. Remedy - Cancellation. City may cancel this Agreement if City determines, following a duly noticed public hearing in accordance with Government Code section 50286, that Owner breached any of the conditions of the Agreement, Owner allowed the Historic Property to deteriorate to the point that it no longer meets the standards for a Item 1J-256 6 qualified historic property, or Owner failed to maintain and preserve the Historic Property in accordance with the terms of this Agreement. If this Agreement is cancelled, under this paragraph, Owner shall pay a cancellation fee to the Office of the Auditor for the County of Riverside as required by Government Code section 50286. C. Alternative Remedies. As an alternative to cancellation of this Agreement for Owner’s breach of any condition, City may bring an action in court necessary to enforce this Agreement including, but not limited to, an action to enforce this Agreement by specific performance, injunction, or receivership. 9. Destruction of Property; Eminent Domain; Cancellation. If the Historic Property is destroyed by earthquake, fire, flood, or other natural disaster such that in the opinion of the City Building Official more than sixty percent (60%) of the original fabric of the structure must be replaced, this Agreement shall be cancelled because the historic value of the structure will have been destroyed. If the Historic Property is acquired in whole or in part by eminent domain or other acquisition by any entity authorized to exercise the power of eminent domain, and the acquisition is determined by the City Council to frustrate the purpose of this Agreement, this Agreement shall be cancelled. No cancellation fee pursuant to Government Code section 50286 shall be imposed if the Agreement is cancelled pursuant to this Section. 10. Waiver. City does not waive any claim of default by Owner if City does not enforce or cancel this Agreement. All other remedies at law or in equity which are not otherwise provided for in this Agreement or in City’s regulations governing historic properties are available to the City to pursue in the event that there is a reach of this Agreement. No waiver by City of any breach or default under this Agreement shall be deemed to be a waiver of any other subsequent breach thereof or default hereunder. 11. Binding Effect of Agreement. Owner hereby subjects the Historic Property to the covenants, conditions, and restrictions set forth in this Agreement. City and Owner hereby declare their specific intent that the covenants, conditions, and Item 1J-257 7 restrictions set forth herein shall be deemed covenants running with the land and shall inure to and be binding upon Owner’s successors and assigns in title or interest to the Historic Property. Each and every contract, deed or other instrument herein after executed, covering or conveying the Historic Property, or any portion thereof, shall conclusively be held to have been executed, delivered and accepted subject to the covenants, reservations and restrictions are set forth in such contract, deed or other instrument. 12. Covenants Run with the Land. City and Owner hereby declare their understanding and intent that the burden of the covenants, reservations and restrictions set forth herein touch and concern the land in that it restricts development of the Historic Property. City and Owner hereby further declare their understanding and intent that the benefit of such covenants, reservations and restrictions touch and concern the land by enhancing and maintaining the cultural and historical characteristics and significance of the Historic Property for the benefit of the public and the Owner. 13. Notice. Any notice required to be given by the terms of this Agreement shall be provided at the address of the respective parties as specified below or at any other address as may be later specified by the parties hereto: City: City of Palm Desert Building and Safety Division 73-510 Fred Waring Drive Palm Desert, CA 92260 Owner: Catherine Ann Mulflur 363 Sandpiper Street Palm Desert, CA 92260 14. Effect of Agreement. None of the terms, provisions or conditions of this Agreement shall be deemed to create a partnership between the parties hereto and any of their heirs, successors, or assigns, nor shall such terms, provisions or Item 1J-258 8 conditions cause the parties to be considered joint venturers or members of any joint enterprise. 15. Indemnity of City. Owner shall defend, indemnify, and hold harmless City and its elected officials, officers, agents and employees from any actual or alleged claims, demands, causes of action, liability, loss, damage, or injury to property or persons, including wrongful death, whether imposed by a court of law or by administrative action of any federal, state or local governmental agency, arising out of or incident to (i) the direct or indirect use operation, or maintenance of the Historic Property by Owner or any contractor, subcontractor, employee, agent, lessee, licensee, invitee, or any other person; (ii) Owner’s activities in connection with the Historic Property; and (iii) any restrictions on the use or development of the Historic Property, from application or enforcement of Title 29 of the City’s Municipal Code, or from the enforcement of this Agreement. This indemnification includes, without limitation, the payment of all penalties, fines, judgments, awards, decrees, attorneys’ fees, and related costs or expenses, and the reimbursement of City, its elected officials, employees, and/or agents for all legal expenses and costs incurred by each of them. Owner’s obligation to indemnify shall survive the termination, cancellation, or expiration of this Agreement and shall not be restricted to insurance proceeds, if any, received by City, its elected officials, employees, or agents. 16. Binding Upon Successors. All of the agreements, rights, covenants, reservations and restrictions contained in this Agreement shall be binding upon and shall inure to the benefit of the parties herein, their heirs, successors, legal representatives, assigns and all persons acquiring any part or portion of the Historic Property, whether by operation of law or in any manner whatsoever. 17. Legal Costs. In the event legal proceedings are brought by any party or parties to enforce or restrain a violation of any of the covenants, conditions or restrictions contained herein, or to determine the rights and duties of any party Item 1J-259 9 hereunder, the prevailing party in such proceeding may recover all reasonable attorneys’ fees to be fixed by the court, in addition to court costs and other relief ordered by the court. 18. Severability. In the event that any of the provisions of this Agreement are held to be unenforceable or invalid by any court of competent jurisdiction, or by subsequent preemptive legislation, the validity and enforceability of the remaining provisions, or portions thereof, shall not be affected thereby. 19. Recordation. No later than twenty (20) days after the Effective Date, City shall cause this Agreement to be recorded in the office of the County Recorder of the County of Riverside. 20. Amendments. This Agreement may be amended, in whole or in part, only by written recorded instrument executed by the parties hereto. 21. Governing Law and Venue. This Agreement shall be construed and governed in accordance with the laws of the State of California. Any action at law or in equity brought by either of the parties hereto for the purpose of enforcing a right or rights provided for by this Agreement shall be tried in a court of competent jurisdiction in the County of Riverside, State of California, and the parties hereby waive all provisions of law providing for a change of venue in such proceedings to any other county. Item 1J-260 10 IN WITNESS WHEREOF, City and Owner have executed this Agreement on the day and year first above written. Dated: _______________ CITY OF PALM DESERT By ______________________ JAN C. HARNIK, MAYOR ATTEST: By ________________________________ ANTHONY J. MEJIA, CITY CLERK CITY OF PALM DESERT, CALIFORNIA Dated: ________________ Catherine Ann Mulflur ___________________________ Owner APPROVED AS TO FORM ___ ROBERT W. HARGREAVES CITY ATTORNEY Item 1J-261 11 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of ___________________ } } SS. County of __________________ } On , 2022 , before me,____________________, a Notary Public, personally appeared__________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Item 1J-262 Page 1 of 2 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Ryan Gayler, Senior Project Manager Andy Ramirez, Deputy Director of Public Works REQUEST: ADOPT A RESOLUTION ESTABLISHING A WIND FENCE POLICY RECOMMENDATION: Adopt a Resolution establishing a wind fence policy. BACKGROUND/ANALYSIS: In the spring and summer of 2022, the City experienced significant wind events that resulted in lane closures from sand and debris. As a result, staff presented a contract for approval for the installation of wind fencing at problem locations near undeveloped land. On October 13, 2022, the City Council authorized staff to draft a resolution creating a policy governing the City’s installation of wind fencing. According to the policy, the City may install wind fencing at locations where either or both of the following occur, following notification of the City Council: •sand reduces the travel lanes creating unsafe driving conditions •sand obstructs right-of-way multiple times in a week causing a hardship for maintenance crews The locations that meet the above criteria are candidates for fencing due to potential safety impacts, and/or financial and productivity burdens on staff. The policy specifies that the fencing must be installed within the City’s right-of-way, or within an easement. The policy does not apply to sites that have been graded or otherwise disturbed. Strategic Plan: The proposed solution will further the goals of the strategic plan by providing a safe, efficient, and reliable transportation system for residents and visitors. FINANCIAL IMPACT: There is no financial impact associated with this action. Item 1K-1 City of Palm Desert Informational Item – North Sphere Wind and Sand Issues Page 2 of 2 REVIEWED BY: Department Director: Martin Alvarez City Attorney: Robert Hargreaves Finance Director: John Ramont Assistant City Manager: Chris Escobedo City Manager: Todd Hileman Attachment: Resolution Item 1K-2 RESOLUTION NO. 2022-____ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, ESTABLISHING A POLICY GOVERNING THE CITY’S INSTALLATION OF WIND FENCE WHEREAS, the City experiences wind events that result in wind-blown sand collecting in streets and other rights-of-way; and WHEREAS, the accumulation of sand has necessitated the closure of travel lanes; and WHEREAS, the removal of sand from streets and other rights-of-way cause a financial and productivity burden on the City’s maintenance crews; and WHEREAS, the City desires to adopt a resolution establishing a policy governing the City’s installation of wind fencing. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Palm Desert, California, as follows: SECTION 1. The City Council finds that it is in the general interest of the City to establish a barrier between undisturbed vacant land and city streets prone to the accumulation of blow sand. SECTION 2. The City Council orders that the location of the wind fence meet one or both of the following criteria: • Sand has accumulated in an adjacent street creating a safety hazard. • City maintenance crews have responded to the same location multiple times within a weeks’ time to clean sand from the street or right-of-way. SECTION 3. The City Council orders that the installation of wind fence only applies to locations where the source of the sand is an undisturbed, or re-naturalized vacant lot. SECTION 4. The City Council orders that the fence must be installed within the City’s right-of-way, or within an easement which permits the installation of wind fence. Item 1K-3 RESOLUTION NO. 2022- . ADOPTED ON ________________, 20__. JAN C. HARNIK MAYOR ATTEST: ANTHONY J. MEJIA CITY CLERK Item 1K-4 RESOLUTION NO. 2022- . I, Anthony J. Mejia, City Clerk of the City of Palm Desert, hereby certify that Resolution No. 2022-__ is a full, true, and correct copy, and was duly adopted at a regular meeting of the City Council of the City of Palm Desert on _______________________, by the following vote: AYES: NOES: ABSENT: ABSTAIN: RECUSED: IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Palm Desert, California, on ______________, 20__. ANTHONY J. MEJIA CITY CLERK Item 1K-5 [This page has intentionally been left blank.] Page 1 of 1 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Clayton von Helf, Information Systems Manager REQUEST: DECLARATION OF SURPLUS PROPERTY AND AUTHORIZE DISPOSAL RECOMMENDATION: Declare the items identified in Exhibit A as surplus property and authorize disposal as appropriate. BACKGROUND/ANALYSIS: All items on the attached equipment list are broken or obsolete. Therefore, staff is requesting the City Council to authorize disposal of the equipment according to the federal and state laws and guidelines. Most of the equipment listed is obsolete or broken and will be disposed of using e-waste guidelines. FINANCIAL IMPACT: There is no fiscal impact associated with this item. REVIEWED BY: Department Director: John Ramont Finance Director: John Ramont Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1.Surplus Property List Item 1L-1 Exhibit A - Surplus of Electronic Equipment & Other Items As of 11/2/2022 Computers Asset #Condition Destination Microsoft Surface 9129 broken/obsolete e-waste Microsoft Surface 9228 broken/obsolete e-waste Microsoft Surface 9796 broken/obsolete e-waste IBM Thinkpad 8985 broken/obsolete e-waste IBM Thinkpad 8986 broken/obsolete e-waste IBM Thinkpad 8987 broken/obsolete e-waste IBM Thinkpad 8988 broken/obsolete e-waste IBM Thinkpad 8989 broken/obsolete e-waste IBM Thinkpad 8990 broken/obsolete e-waste IBM Thinkpad 9219 broken/obsolete e-waste IBM Thinkpad 9220 broken/obsolete e-waste IBM Thinkpad 9221 broken/obsolete e-waste IBM Thinkpad 9222 broken/obsolete e-waste IBM Thinkpad 9223 broken/obsolete e-waste IBM Thinkpad 9224 broken/obsolete e-waste IBM Thinkpad 9617 broken/obsolete e-waste IBM Thinkpad 9612 broken/obsolete e-waste Dell Latitude laptop 8568 broken/obsolete e-waste Dell Latitude laptop 8871 broken/obsolete e-waste Dell Latitude laptop 8873 broken/obsolete e-waste Dell Latitude laptop 9016 broken/obsolete e-waste Dell Latitude laptop 9101 broken/obsolete e-waste Dell Latitude laptop 9102 broken/obsolete e-waste Dell Latitude laptop 9103 broken/obsolete e-waste Dell Latitude laptop 9104 broken/obsolete e-waste Dell Latitude laptop 9105 broken/obsolete e-waste Dell Latitude laptop 9107 broken/obsolete e-waste Dell Latitude laptop 9108 broken/obsolete e-waste Dell Latitude laptop 9109 broken/obsolete e-waste Dell Latitude laptop 9110 broken/obsolete e-waste Dell Latitude laptop 9692 broken/obsolete e-waste Dell Latitude laptop 9676 broken/obsolete e-waste Dell Latitude laptop 9309 broken/obsolete e-waste Dell Optiplex 9010 8500 broken/obsolete e-waste Dell Optiplex 9020 8865 broken/obsolete e-waste Dell Optiplex 9020 8659 broken/obsolete e-waste Dell Optiplex 9020 8655 broken/obsolete e-waste Dell Optiplex 9020 8508 broken/obsolete e-waste Dell Optiplex 9020 8510 broken/obsolete e-waste Dell Optiplex 9020 8509 broken/obsolete e-waste Dell Optiplex 9020 8546 broken/obsolete e-waste Dell Optiplex 9020 8554 broken/obsolete e-waste Item 1L-2 Dell Optiplex 9020 8555 broken/obsolete e-waste Dell Optiplex 9020 8686 broken/obsolete e-waste Dell Optiplex 9020 8869 broken/obsolete e-waste Dell Optiplex 3050 9074 broken/obsolete e-waste Dell Optiplex 3050 9255 broken/obsolete e-waste Dell Optiplex 3050 9104 broken/obsolete e-waste Dell Optiplex 3050 9090 broken/obsolete e-waste Dell Optiplex 3050 9092 broken/obsolete e-waste Dell Optiplex 3050 9020 broken/obsolete e-waste Dell Optiplex 3060 9257 broken/obsolete e-waste Dell Optiplex 3060 9065 broken/obsolete e-waste Dell Optiplex 3060 9238 broken/obsolete e-waste Dell Optiplex 3060 9472 broken/obsolete e-waste Dell Optiplex 7040 8861 broken/obsolete e-waste Dell Optiplex 7040 8907 broken/obsolete e-waste Dell Optiplex 7040 9094 broken/obsolete e-waste Dell Optiplex 7040 8860 broken/obsolete e-waste Dell Optiplex 7040 9029 broken/obsolete e-waste Dell Optiplex 7040 9108 broken/obsolete e-waste Dell Optiplex 7040 9088 broken/obsolete e-waste Dell Optiplex 7040 8870 broken/obsolete e-waste Dell Optiplex 7040 9080 broken/obsolete e-waste Dell Optiplex 7040 8868 broken/obsolete e-waste Dell Optiplex 7040 8874 broken/obsolete e-waste Dell Optiplex 7040 9067 broken/obsolete e-waste Dell Optiplex 7040 8675 broken/obsolete e-waste Dell Optiplex 7040 8691 broken/obsolete e-waste Dell Optiplex 7040 9089 broken/obsolete e-waste Dell Optiplex 7040 8865 broken/obsolete e-waste Dell Optiplex 7040 9073 broken/obsolete e-waste Dell Optiplex 7040 8905 broken/obsolete e-waste Dell Optiplex 7040 8906 broken/obsolete e-waste Dell Optiplex 7040 9075 broken/obsolete e-waste Dell Optiplex 7050 9072 broken/obsolete e-waste Dell Optiplex 7050 9083 broken/obsolete e-waste Dell Optiplex 7050 9086 broken/obsolete e-waste Dell Optiplex 7050 9071 broken/obsolete e-waste Dell Optiplex 7050 9093 broken/obsolete e-waste Dell Optiplex 7050 9076 broken/obsolete e-waste Dell Optiplex 7050 9082 broken/obsolete e-waste Dell Optiplex 7050 8859 broken/obsolete e-waste Dell Optiplex 7050 9077 broken/obsolete e-waste Dell Optiplex 7050 9084 broken/obsolete e-waste Dell Optiplex 7050 9085 broken/obsolete e-waste Dell Optiplex 7050 8864 broken/obsolete e-waste Dell Optiplex 7050 8862 broken/obsolete e-waste Dell Optiplex 7050 9081 broken/obsolete e-waste Item 1L-3 Dell Optiplex 7050 9087 broken/obsolete e-waste Dell Optiplex 7050 8908 broken/obsolete e-waste Dell Optiplex 7050 9068 broken/obsolete e-waste Dell Optiplex 7050 9069 broken/obsolete e-waste Dell Optiplex 7050 9070 broken/obsolete e-waste Dell Optiplex 7050 8859 broken/obsolete e-waste Dell Optiplex 7050 9079 broken/obsolete e-waste Dell Optiplex 7050 9066 broken/obsolete e-waste Dell Optiplex 7050 9107 broken/obsolete e-waste Dell Opitplex 7050 8872 broken/obsolete e-waste Dell Optiplex 7050 9078 broken/obsolete e-waste Dell Optiplex 7050 8904 broken/obsolete e-waste Dell Optiplex 7060 9322 broken/obsolete e-waste Dell Optiplex 7060 9316 broken/obsolete e-waste Dell Optiplex 7060 9325 broken/obsolete e-waste Dell Optiplex 7060 9234 broken/obsolete e-waste Dell Optiplex 7060 9236 broken/obsolete e-waste Dell Optiplex 7060 9258 broken/obsolete e-waste Dell Optiplex 7060 9237 broken/obsolete e-waste Dell Optiplex 7060 9091 broken/obsolete e-waste Dell Optiplex 7060 9229 broken/obsolete e-waste Dell Optiplex 7070 9419 broken/obsolete e-waste Dell Optiplex 780 8177 broken/obsolete e-waste Dell R710 Server 8147 broken/obsolete e-waste Monitors Asset #Condition Destination Dell LCD 8176 obsolete e-waste Dell LCD 7620 obsolete e-waste Dell LCD 8172 obsolete e-waste Dell LCD 7098 obsolete e-waste Dell LCD 7853 obsolete e-waste Dell LCD 7668 obsolete e-waste Dell LCD 8170 obsolete e-waste Dell LCD 8178 obsolete e-waste Dell LCD 7106 obsolete e-waste Dell LCD 5603 obsolete e-waste Printers/Scanners Asset #Condition Destination HP Deskjet 4648 Obsolete e-waste HP Deskjet 6167 Obsolete e-waste HP Laserjet M607 9035 Broken e-waste HP 2015 7864 Broken e-waste Fijitsu 6140 8126 Broken e-waste Fijitsu 6130 8317 e-waste Item 1L-4 Cameras Asset #Condition Destination 7519 obsolete e-waste 7772 obsolete e-waste 7782 obsolete e-waste 7530 obsolete e-waste 7014 obsolete e-waste 7516 obsolete e-waste 7504 obsolete e-waste 7521 obsolete e-waste 8201 obsolete e-waste 7004 obsolete e-waste Body Camera Asset #Condition Destination 8581 obsolete e-waste 8582 obsolete e-waste 8586 obsolete e-waste 8584 obsolete e-waste Radars Asset #Condition Destination 8259 obsolete e-waste 8595 obsolete e-waste 7847 obsolete e-waste 7845 obsolete e-waste 8602 obsolete e-waste 8261 obsolete e-waste 7842 obsolete e-waste 8599 obsolete e-waste 7846 obsolete e-waste 8600 obsolete e-waste 7841 obsolete e-waste Furniture/Other Asset #Condition Destination APC 7924 obsolete e-waste APC 8124 obsolete e-waste Dell Tape Autoloader 8798 obsolete e-waste Item 1L-5 [This page has intentionally been left blank.] CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Deborah Glickman, Management Analyst REQUEST: APPROVE THE EXPANSION OF THE UNITE PALM DESERT SECURITY CAMERA SYSTEM GRANT PROGRAM TO ALLOW BUSINESSES AND COMMERCIAL PROPERTY OWNERS TO BE REIMBURSED FOR SECURITY CAMERA SYSTEMS PURCHASED AND INSTALLED WITHOUT PRIOR APPROVAL FROM THE CITY RECOMMENDATION: Approve the expansion of the Unite Palm Desert Security Camera System Grant program to allow businesses and commercial property owners to be reimbursed for security camera systems purchased and installed without prior approval from the City. BACKGROUND/ANALYSIS: On March 10, 2022, to deter crime and assist with security for Palm Desert businesses and property owners, the City Council approved one-time funding in the amount of $20,000 to create the Unite Palm Desert Security Camera System Grant (SCS) program. The SCS program provides Palm Desert business and commercial property owners with a reimbursement grant up to $500 to purchase and install security cameras in the interior or exterior of their location. Currently, to be eligible for the grant, business and commercial property owners must do the following: •Complete a Unite Palm Desert Security Camera System Grant application for staff review and approval. •After receiving grant approval, purchase and install a security camera system of the applicant’s choice at the property. •Provide proof of registry of the security system with the Riverside County Sheriff’s Department’s “Security Camera Registration Program.” •Retain and operate the security system in place for three (3) years unless replaced by an upgraded system at the sole expense of the business and commercial property owner. •Complete a Unite Palm Desert Security Camera System Grant agreement with the City of Palm Desert and submit receipts for reimbursement. Discussion With this request, staff is seeking approval to lift the requirement to receive pre-approval from the City before purchasing and installing a camera system. Pre-approval was included in the original requirements to ensure that funds were available to applicants prior to their purchasing Item 1M-1 City of Palm Desert Update SCS Program Guidelines Page 2 of 3 equipment. Since demand for the grant has not been as high as anticipated, staff believes that removing the pre-approval requirement will allow the City to assist a higher number of businesses/property owners. Staff does not anticipate any negative ramifications to this change, as there is ample funding available ($17,000), and grants will still be funded on a first come first served basis until funds run out. If the pre-approval requirement is lifted, staff is proposing that business/property owners be able to apply for reimbursement through the grant without prior approval for camera systems that are purchased and installed on or after the City Council’s approval date of March 10, 2022. To ensure that as many Palm Desert businesses/property owners as possible are aware of the funding opportunity, the SCS program has been promoted in the following places: • Palm Desert Area Chamber of Commerce • Palm Desert BrightSide Newsletter • KESQ • Engage Palm Desert • El Paseo Business Improvement District Meeting • El Paseo Business Improvement District Newsletter • Desert Restaurant Association Since approval of the program in March, the City has received six (6) applications for the program. One business, Elder Love Thrift and Boutique, has completed its installation and been reimbursed. The other five businesses are in the approval or agreement phase. If all six applications are funded in the total amount of $3,000, there will be $17,000 remaining in the fund. Staff has received requests from more than one Palm Desert business and commercial property owner to be reimbursed for a security camera system that was purchased and installed on or after March 10, 2022, without prior approval through the SCS application process. Since there are ample funds remaining for SCS grants, staff recommends updating the SCS program to allow businesses that install or have already installed systems on or after March 10, 2022, to apply to be reimbursed through the grant, once they register their camera system with Riverside County Sheriff’s Department. The proposed change in the SCS policy would allow for the grant to assist a broader number of Palm Desert business and commercial property owners. The increase in security camera systems would also assist the Sheriff’s Department because of the increase in the number of businesses and commercial properties that are registered on the Riverside County Sheriff’s Department’s “Security Camera Registration Program.” All other requirements of the SCS program including receipts for the purchase and installation of the system, registration of the cameras with the Sherriff’s Department, and pictures of the installed cameras, would remain the same. Item 1M-2 City of Palm Desert Update SCS Program Guidelines Page 3 of 3 FINANCIAL IMPACT: Funds in the amount of $20,000 have been allocated from account 4254430-4393000 for the SCS program. Currently, $3,000 is encumbered leaving $17,000 available to fund the additional grants. No additional funds are being requested. REVIEWED BY: Department Director: Eric Ceja Finance Director: Veronica Chavez Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1. Security Camera System Grant Program Updated Guidelines Item 1M-3 UNITE PALM DESERT SECURITY CAMERA SYSTEM GRANT GUIDELINES BACKGROUND To assist with security for Palm Desert businesses and commercial property owners, the City of Palm Desert has set aside one-time funding for grants in the amount of up to $500 per business. Grants will be paid as a reimbursement to businesses and commercial property owners based on actual costs for the purchase and installation of security cameras. REQUIREMENTS Grantees will be required to do/submit the following: • Purchase and install a security camera system on or after March 10, 2022. • Register the SCS with the Riverside County Sheriff’s Department (www.riversidesheriff.org/761/Security-Camera-Registration-Program). • SCS must remain in place for three (3) years unless replaced by an upgraded system at the sole expense of the business and commercial property owner. • Complete an agreement with the City of Palm Desert and submit the following o A current City of Palm Desert Business License as of application date. o A completed W-9. o Proof of payment (up to $500) for purchase and installation of SCS. o Image(s) of the installed SCS. o Proof of authorization for the signatory to execute legal documents on behalf of the business (i.e. most recent tax return, articles of incorporation, or Statement of Information). o Proof that all required City of Palm Desert permits, if any, have been attained. Contact the City’s Permit Center to determine if any permits are required. FEES There are no fees associated with this grant unless permits are required. APPLICATION DEADLINE • Grants will be issued on a first-come-first-served basis based on receipt of Unite Palm Desert Security Camera System Grant application. • Applications will be accepted as long as funding is available up to $20,000. QUESTIONS/INFORMATION Contact Deborah Glickman, Management Analyst, dglickman@cityofpalmdesert.org or 760-776-6441. Item 1M-4 Page 1 of 2 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Shawn Muir, Senior Management Analyst Andy Ramirez, Deputy Director of Public Works Bertha Escobedo, Senior Management Analyst REQUEST: AWARD A FIVE-YEAR CONTRACT TO THE CHRISTMAS KINGS FOR SEASONAL LIGHTING AND DECOR IN AN AMOUNT NOT TO EXCEED $370,000 (PROJECT NO. 775-24) RECOMMENDATION: 1. Award a five-year contract in an amount not to exceed $370,000, with an option for three (3)one-year extensions not to exceed $100,000 per fiscal year to The Christmas Kings, dba Southern California Lighting, Inc., for seasonal lighting and décor. 2. Authorize allowable extra work and services in an amount not to exceed $10,000 per fiscal year. 3.Authorize the City Manager to execute said agreement. 4.Authorize the City Manager or designee to review and execute one-year extensions/amendments and change orders for unanticipated conditions per Section 3.30.170 Section A of Ordinance No. 1335. BACKGROUND/ANALYSIS: Since 2013, the City of Palm Desert has included the lighting of palm trees and accent trees in the medians along the El Paseo Business Corridor in its Seasonal Lighting and Decor Program. The program includes El Paseo and City Hall seasonal lighting and décor. Over the years, seasonal lighting has been positively received by businesses, residents, and visitors. As a result, the City Council directed staff to extend the duration of the tree lighting season from October to May. The Christmas Kings has provided the City with seasonal lighting since 2018. Their contract is set to expire on June 30, 2023. Anticipating supply chain concerns, staff developed and posted a Request for Proposals (RFP) on OpenGov (the City’s online public bidding portal) on September 20, 2022. Three vendors attended the mandatory pre-bid meeting held on September 26, 2022. Three official proposals were submitted by the due date of October 14, 2022. An evaluation team within Public Works reviewed and scored each proposal based on clarity and conformance to the RFP, content and work plan, experience and past performance, comments by references, and the proposed cost. The proposals were ranked as follows: Proposer Location Amount Ranking The Christmas Kings Lake Elsinore, CA $370,000.00 1 St. Nick’s Christmas Lighting La Palma, CA $603,081.50 2 Item 2A-1 City of Palm Desert Award Holiday Lighting Contract to The Christmas Kings Page 2 of 2 Bright Life Designs Huntington Beach, CA $614,107.00 3 Public Works has been satisfied with The Christmas Kings’ performance over the last few years. Therefore, staff recommends awarding the said contract to them. The scope of work for the project is consistent with previous years and the term of the contract is for five (5) years with the option for three one-year extensions. Due to normal wear and tear, the inventory of lighting needs to be updated, therefore Year 1 of the contract includes additional budget for this expense. FINANCIAL IMPACT: The five-year contract amount of $370,000 is for annual operations/maintenance services and storage. A one-time initial charge of $5,000 in Year 1 is included to replace worn or damaged equipment. Authorize allowable extra work and services in an amount not to exceed $10,000 per fiscal year. The cumulative five-year budget for seasonal lighting is $420,000. Fiscal Year 2023-2024 2024-2025 2025-2026 2026-2027 2027-2028 Initial Cost $5,000 n/a n/a n/a n/a Annual Service $68,000 $68,000 $68,000 $68,000 $68,000 Replacements $5,000 $5,000 $5,000 $5,000 $5,000 Contract Annual Amount $78,000 $73,000 $73,000 $73,000 $73,000 Extra work/services $10,000 $10,000 $10,000 $10,000 $10,000 Max Annual Amount $88,000 $83,000 $83,000 $83,000 $83,000 Total $420,000 The approved Public Works Operations Budget for Fiscal Year 2022-2023 includes $96,400 for this program under Account No. 1104614-4391001, Holiday Decor. Staff plans to keep this amount consistent for the term of the contract, which begins in Fiscal Year 2023-24. Therefore, there will be no additional fiscal impacts to the general fund. REVIEWED BY: Department Director: Martin Alvarez Finance Director: Veronica Chavez Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1. Agreement 2. The Christmas Kings proposal Item 2A-2 Contract No. __________________ 1 CITY OF PALM DESERT MAINTENANCE SERVICES AGREEMENT SEASONAL LIGHTING AND DECOR 1. PARTIES AND DATE. This Agreement is made and entered into this 17th day of NOVEMBER, 2022 by and between the City of Palm Desert, a municipal corporation organized under the laws of the State of California with its principal place of business at 73-510 Fred Waring Drive, Palm Desert, California 92260-2578, County of Riverside, State of California (“City”) and THE CHRISTMAS KINGS, dba SOUTHERN CALIFORNIA LIGHTING, INC., a CORPORATION with its principal place of business at 31500 GRAPE STREET, SUITE 3-233, LAKE ELSINORE, CA 92532 (“Contractor”). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties” in this Agreement. 2. RECITALS. 2.1 Contractor. Contractor desires to perform and assume responsibility for the provision of certain maintenance services required by the City on the terms and conditions set forth in this Agreement. Contractor represents that it is experienced in providing maintenance services to public clients, that it and its subcontractors have all necessary licenses and permits to perform the services in the State of California, and that it is familiar with the plans of City. Contractor shall not subcontract any portion of the work required by this Agreement, except as expressly stated herein, without prior written approval of City. Subcontracts, if any, shall contain a provision making them subject to all provisions stipulated in this Agreement. 2.2 Project. City desires to engage Contractor to render such services for the SEASONAL LIGHTING AND DÉCOR PROGRAM – PROJECT NO. 775-24 (“Project”) as set forth in this Agreement. 3. TERMS. 3.1 Scope of Services and Term. 3.1.1 General Scope of Services. Contractor promises and agrees to furnish to the City all labor, materials, tools, equipment, services, and incidental and customary work necessary to fully and adequately supply the maintenance services necessary for the Project (“Services”). The Services are more particularly described in Exhibit “A” attached hereto and incorporated herein by reference. All Services shall be subject to, and performed in accordance with, this Agreement, the exhibits attached hereto and incorporated herein by reference, and all applicable local, state and federal laws, rules and regulations. 3.1.2 Term. The term of this Agreement shall be from JULY 1, 2023, to JUNE 30, 2028, unless earlier terminated as provided herein. The City shall have the unilateral option, at its sole discretion, to renew this Agreement automatically for no more than three (3) additional one-year terms. Contractor shall complete the Services within the term of this Agreement and shall meet any other established schedules and deadlines. The Parties may, by mutual, written consent, extend the term of this Agreement if necessary to complete the Services. Item 2A-3 Contract No. __________________ 2 3.2 Responsibilities of Contractor. 3.2.1 Control and Payment of Subordinates; Independent Contractor. The Services shall be performed by Contractor or under its supervision. Contractor will determine the means, methods and details of performing the Services subject to the requirements of this Agreement. City retains Contractor on an independent contractor basis and not as an employee. Any personnel performing the Services under this Agreement on behalf of Contractor shall not be employees of City and shall at all times be under Contractor’s exclusive direction and control. Contractor shall pay all wages, salaries, and other amounts due such personnel in connection with their performance of Services under this Agreement and as required by law. Contractor shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: social security taxes, income tax withholding, unemployment insurance, disability insurance, and workers’ compensation insurance. 3.2.2 Schedule of Services. Contractor shall perform the Services in a prompt and timely manner in accordance with the Schedule of Services set forth in Exhibit “B” attached hereto and incorporated herein by reference. Contractor represents that it has the professional and technical personnel required to perform the Services in conformance with such conditions. Upon request of City, Contractor shall provide a more detailed schedule of anticipated performance to meet the Schedule of Services. 3.2.3 Conformance to Applicable Requirements. All work prepared by Contractor shall be subject to the approval of City. 3.2.4 City’s Representative. The City hereby designates SHAWN MUIR, SENIOR MANAGEMENT ANALYST, or his or her designee, to act as its representative for the performance of this Agreement (“City’s Representative”). City’s Representative shall have the power to act on behalf of the City for all purposes under this Agreement except for increasing compensation. Contractor shall not accept direction or orders from any person other than the City’s Representative or his or her designee. 3.2.5 Contractor’s Representative. Contractor hereby designates [***INSERT NAME OR TITLE***], or his or her designee, to act as its representative for the performance of this Agreement (“Contractor’s Representative”). Contractor’s Representative shall have full authority to represent and act on behalf of the Contractor for all purposes under this Agreement. The Contractor’s Representative shall supervise and direct the Services, using his best skill and attention, and shall be responsible for all means, methods, techniques, sequences and procedures and for the satisfactory coordination of all portions of the Services under this Agreement. 3.2.6 Coordination of Services. Contractor agrees to work closely with City staff in the performance of Services and shall be available to City’s staff, consultants and other staff at all reasonable times. 3.2.7 Standard of Care; Performance of Employees. Contractor shall perform all Services under this Agreement in a skillful and competent manner, consistent with the standards generally recognized as being employed by professionals in the same discipline in the State of California. Contractor represents and maintains that it is skilled in the professional calling necessary to perform the Services. Contractor warrants that all employees and subcontractors shall have sufficient skill and experience to perform the Services assigned to them. Finally, Contractor represents that it, its employees and subcontractors have all licenses, permits, qualifications and approvals of whatever nature that are legally required to perform the Services, Item 2A-4 Contract No. __________________ 3 including a City Business License, and that such licenses and approvals shall be maintained throughout the term of this Agreement. Contractor shall perform, at its own cost and expense and without reimbursement from the City, any services necessary to correct errors or omissions which are caused by the Contractor’s failure to comply with the standard of care provided for herein. Any employee of the Contractor or its sub-contractors who is determined by the City to be uncooperative, incompetent, a threat to the adequate or timely completion of the Project, a threat to the safety of persons or property, or any employee who fails or refuses to perform the Services in a manner acceptable to the City, shall be promptly removed from the Project by the Contractor and shall not be re-employed to perform any of the Services or to work on the Project. 3.2.8 Period of Performance and Liquidated Damages. Contractor shall perform and complete all Services under this Agreement within the term set forth in Section 3.1.2 above (“Performance Time”). Contractor shall perform the Services in strict accordance with any completion schedule or Project milestones described in Exhibits “A” or “B” attached hereto, or which may be provided separately in writing to the Contractor. Contractor agrees that if the Services are not completed within the aforementioned Performance Time and/or pursuant to any such completion schedule or Project milestones developed pursuant to provisions of this Agreement, it is understood, acknowledged and agreed that the City will suffer damage. Pursuant to Government Code Section 53069.85, Contractor shall pay to the City as fixed and liquidated damages, and not as a penalty, the sum of TWO HUNDRED FIFTY DOLLARS ($250.00) per day for each and every calendar day of delay beyond the Performance Time or beyond any completion schedule or Project milestones established pursuant to this Agreement. 3.2.9 Disputes. Should any dispute arise respecting the true value of any work done, of any work omitted, or of any extra work which Contractor may be required to do, or respecting the size of any payment to Contractor during the performance of this Contract, Contractor shall continue to perform the Work while said dispute is decided by the City. If Contractor disputes the City’s decision, Contractor shall have such remedies as may be provided by law. 3.2.10 Laws and Regulations; Employee/Labor Certifications. Contractor shall keep itself fully informed of and in compliance with all local, state and federal laws, rules and regulations in any manner affecting the performance of the Project or the Services, including all Cal/OSHA requirements, and shall give all notices required by law. Contractor shall be liable for all violations of such laws and regulations in connection with the Services and this Agreement. All violations of such laws and regulations shall be grounds for the City to terminate the Agreement for cause. City is a public entity of the State of California subject to certain provisions of the Health & Safety Code, Government Code, Public Contract Code, and Labor Code of the State. It is stipulated and agreed that all provisions of the law applicable to the public contracts of a municipality are a part of this Agreement to the same extent as though set forth herein and will be complied with. 3.2.10.1 Employment Eligibility; Contractor. Contractor certifies that it fully complies with all requirements and restrictions of state and federal law respecting the employment of undocumented aliens, including, but not limited to, the Immigration Reform and Control Act of 1986, as may be amended from time to time and shall require all subconsultants and sub-subconsultants to comply with the same. Contractor certifies that it has not committed a violation of any such law within the five (5) years immediately preceding the date of execution of this Agreement, and shall not violate any such law at any time during the term of the Agreement. Item 2A-5 Contract No. __________________ 4 3.2.10.2 Labor Certification. By its signature hereunder, Contractor certifies that it is aware of the provisions of Section 3700 of the California Labor Code which require every employer to be insured against liability for Workers’ Compensation or to undertake self-insurance in accordance with the provisions of that Code, and agrees to comply with such provisions before commencing the performance of the Services. 3.2.10.3 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religion, color, national origin, handicap, ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all activities related to initial employment, upgrading, demotion, transfer, recruitment or recruitment advertising, layoff or termination. Contractor shall comply with all relevant provisions of City’s Minority Business Enterprise program, Affirmative Action Plan or other related programs or guidelines currently in effect or hereinafter enacted. 3.2.10.4 Air Quality. Contractor must fully comply with all applicable laws, rules and regulations in furnishing or using equipment and/or providing services, including, but not limited to, emissions limits and permitting requirements imposed by the California Air Resources Board (CARB). Contractor shall specifically be aware of the CARB limits and requirements’ application to “portable equipment”, which definition is considered by CARB to include any item of equipment with a fuel-powered engine. Contractor shall indemnify City against any fines or penalties imposed by CARB or any other governmental or regulatory agency for violations of applicable laws, rules and/or regulations by Contractor, its subcontractors, or others for whom Contractor is responsible under its indemnity obligations provided for in this Agreement. 3.2.10.5 Water Quality Management and Compliance. To the extent applicable, Contractor’s Services must account for, and fully comply with, all local, state and federal laws, rules and regulations that may impact water quality compliance, including, without limitation, all applicable provisions of the Federal Water Pollution Control Act (33 U.S.C. §§ 1300); the California Porter-Cologne Water Quality Control Act (Cal Water Code §§ 13000-14950); laws, rules and regulations of the Environmental Protection Agency and the State Water Resources Control Board; the City’s ordinances regulating discharges of storm water; and any and all regulations, policies, or permits issued pursuant to any such authority regulating the discharge of pollutants, as that term is used in the Porter-Cologne Water Quality Control Act, to any ground or surface water in the State. Failure to comply with the laws, regulations and policies described in this Section is a violation of law that may subject Contractor to penalties, fines, or additional regulatory requirements. 3.2.11 Insurance. 3.2.11.1 Minimum Requirements. Without limiting Contractor’s indemnification of City, and prior to commencement of the Services, Contractor shall obtain, provide and maintain at its own expense during the term of this Agreement, policies of insurance of the type and amounts described below and in a form that is satisfactory to City. (A) General Liability Insurance. Contractor shall maintain commercial general liability insurance with coverage at least as broad as Insurance Services Office form CG 00 01, in an amount not less than $2,000,000 per occurrence, $4,000,000 general aggregate, for bodily injury, personal injury, and property damage. The policy must include contractual liability that has not been amended. Any endorsement restricting standard ISO “insured contract” language will not be accepted. Item 2A-6 Contract No. __________________ 5 (B) Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of the Contractor arising out of or in connection with Work to be performed under this Agreement, including coverage for any owned, hired, non- owned or rented vehicles, in an amount not less than $1,000,000 combined single limit for each accident. The City’s Risk Manager may modify this requirement if it is determined that Consultant will not be utilizing a vehicle in the performance of his/her duties under this Agreement. (C) Umbrella or Excess Liability Insurance. Contractor may opt to utilize umbrella or excess liability insurance in meeting insurance requirements. In such circumstances, Contractor may obtain and maintain an umbrella or excess liability insurance policy with limits that will provide bodily injury, personal injury and property damage liability coverage at least as broad as the primary coverages set forth above, including commercial general liability and employer’s liability. Such policy or policies shall include the following terms and conditions: (a) A drop down feature requiring the policy to respond if any primary insurance that would otherwise have applied proves to be uncollectible in whole or in part for any reason; (b) Pay on behalf of wording as opposed to reimbursement; (c) Concurrency of effective dates with primary policies; and (d) Policies shall “follow form” to the underlying primary policies. (e) Insureds under primary policies shall also be insureds under the umbrella or excess policies. (D) Workers’ Compensation Insurance. Contractor shall maintain Workers’ Compensation Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least $1,000,000). Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives. (E) Fidelity Coverage. Reserved. (F) Cyber Liability Insurance. Reserved. (G) Pollution Liability Insurance. Reserved. 3.2.11.2 Other Provisions and Requirements. (A) Proof of Insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers’ compensation. Insurance certificates and endorsements must be approved by City’s Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this contract. Item 2A-7 Contract No. __________________ 6 City reserves the right to require complete, certified copies of all required insurance policies, at any time. (B) Duration of Coverage. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the work hereunder by Contractor, his/her agents, representatives, employees or subconsultants. (C) Primary/Non-Contributing. Coverage provided by Contractor shall be primary and any insurance or self-insurance procured or maintained by City shall not be required to contribute with it. The limits of insurance required herein may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and non-contributory basis for the benefit of City before the City’s own insurance or self- insurance shall be called upon to protect it as a named insured. (D) City’s Rights of Enforcement. In the event any policy of insurance required under this Agreement does not comply with these specifications, or is canceled and not replaced, City has the right, but not the duty, to obtain the insurance it deems necessary and any premium paid by City will be promptly reimbursed by Contractor, or City will withhold amounts sufficient to pay premium from Contractor payments. In the alternative, City may cancel this Agreement. (E) Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance or is on the List of Approved Surplus Line Insurers in the State of California, with an assigned policyholders’ Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best’s Key Rating Guide, unless otherwise approved by the City’s Risk Manager. (F) Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this agreement shall be endorsed to waive subrogation against the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives, or shall specifically allow Contractor or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives, and shall require similar written express waivers and insurance clauses from each of its subcontractors. (G) Enforcement of Contract Provisions (non estoppel). Contractor acknowledges and agrees that any actual or alleged failure on the part of the City to inform Contractor of non-compliance with any requirement imposes no additional obligations on the City nor does it waive any rights hereunder. (H) Requirements Not Limiting. Requirements of specific coverage features or limits contained in this Section are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for the higher limits Item 2A-8 Contract No. __________________ 7 maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City. (I) Notice of Cancellation. Contractor agrees to oblige its insurance agent or broker and insurers to provide City with a thirty (30) day notice of cancellation (except for nonpayment for which a ten (10) day notice is required) or nonrenewal of coverage for each required coverage. (J) Additional Insured Status. General liability, automobile liability, and if applicable, pollution liability and cyber liability, policies shall provide or be endorsed to provide that the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives, shall be additional insureds under such policies. This provision shall also apply to any excess/umbrella liability policies. (K) Prohibition of Undisclosed Coverage Limitations. None of the coverages required herein will be in compliance with these requirements if they include any limiting endorsement of any kind that has not been first submitted to City and approved of in writing. (L) Separation of Insureds. A severability of interests provision must apply for all additional insureds ensuring that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions. (M) Pass Through Clause. Contractor agrees to ensure that its sub-consultants, sub-contractors, and any other party involved with the Project who is brought onto or involved in the project by Contractor, provide the same minimum insurance coverage and endorsements required of Contractor. Contractor agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. Contractor agrees that upon request, all agreements with consultants, subcontractors, and others engaged in the Project will be submitted to City for review. (N) City’s Right to Revise Specifications. The City or its Risk Manager reserves the right at any time during the term of the contract to change the amounts and types of insurance required by giving the Contractor ninety (90) days advance written notice of such change. If such change results in cost to the Contractor, the City and Contractor may renegotiate Contractor’s compensation. If the City reduces the insurance requirements, the change shall go into effect immediately and require no advanced written notice. (O) Self-Insured Retentions. Any self-insured retentions must be declared to and approved by City. City reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self-insurance will not be considered to comply with these specifications unless approved by City. (P) Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor’s performance under this Agreement, and that involve or may involve coverage under any of the required liability policies. Item 2A-9 Contract No. __________________ 8 (Q) Additional Insurance. Contractor shall also procure and maintain, at its own cost and expense, any additional kinds of insurance, which in its own judgment may be necessary for its proper protection and prosecution of the work. 3.2.12 Safety. Contractor shall execute and maintain its work so as to avoid injury or damage to any person or property. In carrying out its Services, the Contractor shall at all times be in compliance with all applicable local, state and federal laws, rules and regulations, and shall exercise all necessary precautions for the safety of employees appropriate to the nature of the work and the conditions under which the work is to be performed. Safety precautions, where applicable, shall include, but shall not be limited to: (A) adequate life protection and lifesaving equipment and procedures; (B) instructions in accident prevention for all employees and subcontractors, such as safe walkways, scaffolds, fall protection ladders, bridges, gang planks, confined space procedures, trenching and shoring, equipment and other safety devices, equipment and wearing apparel as are necessary or lawfully required to prevent accidents or injuries; and (C) adequate facilities for the proper inspection and maintenance of all safety measures. 3.2.13 Bonds. 3.2.13.1 Performance Bond. If required by law or otherwise specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Agreement a Performance Bond in the amount of the total, not-to-exceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by the City. 3.2.13.2 Payment Bond. If required by law or otherwise specifically requested by City in Exhibit “C” attached hereto and incorporated herein by reference, Contractor shall execute and provide to City concurrently with this Agreement a Payment Bond in the amount of the total, not-to-exceed compensation indicated in this Agreement, and in a form provided or approved by the City. If such bond is required, no payment will be made to Contractor until it has been received and approved by the City. 3.2.13.3 Bond Provisions. Should, in City’s sole opinion, any bond become insufficient or any surety be found to be unsatisfactory, Contractor shall renew or replace the affected bond within ten (10) days of receiving notice from City. In the event the surety or Contractor intends to reduce or cancel any required bond, at least thirty (30) days prior written notice shall be given to the City, and Contractor shall post acceptable replacement bonds at least ten (10) days prior to expiration of the original bonds. No further payments shall be deemed due or will be made under this Agreement until any replacement bonds required by this Section are accepted by the City. To the extent, if any, that the total compensation is increased in accordance with the Agreement, the Contractor shall, upon request of the City, cause the amount of the bonds to be increased accordingly and shall promptly deliver satisfactory evidence of such increase to the City. To the extent available, the bonds shall further provide that no change or alteration of the Agreement (including, without limitation, an increase in the total compensation, as referred to above), extensions of time, or modifications of the time, terms, or conditions of payment to the Contractor, will release the surety. If the Contractor fails to furnish any required bond, the City may terminate this Agreement for cause. 3.2.13.4 Surety Qualifications. Only bonds executed by an admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, shall be accepted. The Item 2A-10 Contract No. __________________ 9 surety must be a California-admitted surety with a current A.M. Best’s rating no less than A:VIII and satisfactory to the City. If a California-admitted surety insurer issuing bonds does not meet these requirements, the insurer will be considered qualified if it is in conformance with Section 995.660 of the California Code of Civil Procedure, and proof of such is provided to the City. 3.2.14 Accounting Records. Contractor shall maintain complete and accurate records with respect to all costs and expenses incurred under this Agreement. All such records shall be clearly identifiable. Contractor shall allow a representative of City during normal business hours to examine, audit, and make transcripts or copies of such records and any other documents created pursuant to this Agreement. Contractor shall allow inspection of all work, data, documents, proceedings, and activities related to the Agreement for a period of three (3) years from the date of final payment under this Agreement. 3.2.15 Work Sites. 3.2.15.1 Inspection Of Site. Contractor shall visit sites where Services are to be performed and shall become acquainted with all conditions affecting the Services prior to commencing the Services. Contractor shall make such examinations as it deems necessary to determine the condition of the work sites, its accessibility to materials, workmen and equipment, and to determine Contractor’s ability to protect existing surface and subsurface improvements. No claim for allowances–time or money–will be allowed as to such matters after commencement of the Services. 3.2.15.2 Field Measurements. Contractor shall make field measurements, verify field conditions and shall carefully compare such field measurements and conditions and other information known to Contractor with the Contract, including any plans, specifications, or scope of work before commencing Services. Errors, inconsistencies or omissions discovered shall be reported to the City immediately and prior to performing any Services or altering the condition. 3.2.15.3 Hazardous Materials and Differing Conditions. Should Contractor encounter material reasonably believed to be polychlorinated biphenyl (PCB) or other toxic wastes, hazardous substances and hazardous materials as defined in California state or federal law at the site which have not been rendered harmless, the Contractor shall immediately stop work at the affected area and shall report the condition to the City in writing. The City shall contract for any services required to directly remove and/or abate PCBs, hazardous substances, other toxic wastes and hazardous materials, and shall not require the Contractor to subcontract for such services. The Services in the affected area shall not thereafter be resumed except by written agreement of the City and Contractor. 3.2.16 Loss and Damage. Contractor shall be responsible for all loss and damage which may arise out of the nature of the Services agreed to herein, or from the action of the elements, or from any unforeseen difficulties which may arise or be encountered in the prosecution of the Services until the same is fully completed and accepted by City. 3.2.17 Warranty. Contractor warrants all Services under the Agreement (which for purposes of this Section shall be deemed to include unauthorized work which has not been removed and any non-conforming materials incorporated into the work) to be of good quality and free from any defective or faulty material and workmanship. Contractor agrees that for a period of one year (or the period of time specified elsewhere in the Agreement or in any guarantee or Item 2A-11 Contract No. __________________ 10 warranty provided by any manufacturer or supplier of equipment or materials incorporated into the work, whichever is later) after the date of final acceptance, Contractor shall within ten (10) days after being notified in writing by the City of any defect in the Services or non-conformance of the Services to the Agreement, commence and prosecute with due diligence all Services necessary to fulfill the terms of the warranty at its sole cost and expense. Contractor shall act sooner as requested by the City in response to an emergency. In addition, Contractor shall, at its sole cost and expense, repair and replace any portions of the work (or work of other contractors) damaged by its defective Services or which becomes damaged in the course of repairing or replacing defective work. For any work so corrected, Contractor’s obligation hereunder to correct defective work shall be reinstated for an additional one (1) year period, commencing with the date of acceptance of such corrected work. Contractor shall perform such tests as the City may require to verify that any corrective actions, including, without limitation, redesign, repairs, and replacements comply with the requirements of the Agreement. All costs associated with such corrective actions and testing, including the removal, replacement, and reinstitution of equipment and materials necessary to gain access, shall be the sole responsibility of the Contractor. All warranties and guarantees of subcontractors, suppliers and manufacturers with respect to any portion of the work, whether express or implied, are deemed to be obtained by Contractor for the benefit of the City, regardless of whether or not such warranties and guarantees have been transferred or assigned to the City by separate agreement and Contractor agrees to enforce such warranties and guarantees, if necessary, on behalf of the City. In the event that Contractor fails to perform its obligations under this Section, or under any other warranty or guaranty under this Agreement, to the reasonable satisfaction of the City, the City shall have the right to correct and replace any defective or non-conforming work and any work damaged by such work or the replacement or correction thereof at Contractor's sole expense. Contractor shall be obligated to fully reimburse the City for any expenses incurred hereunder upon demand. 3.3 Fees and Payments. 3.3.1 Compensation. Contractor shall receive compensation, including authorized reimbursements, for all Services rendered under this Agreement at the rates set forth in Exhibit “C” attached hereto and incorporated herein by reference. The total compensation shall not exceed THREE HUNDRED SEVENTY THOUSAND DOLLARS ($370,000.00) without written approval of the City Council or City Manager, as applicable. 3.3.2 Payment of Compensation. Contractor shall submit to City monthly invoices which provides a detailed description of the Services and hours rendered by Contractor. City shall, within thirty (30) days of receiving such statement, review the statement and pay all non-disputed and approved charges. Contractor shall submit its final invoice to City within thirty (30) days from the last date of provided Services or termination of this Agreement and failure by the Contractor to submit a timely invoice shall constitute a waiver of its right to final payment. Payment shall not constitute acceptance of any Services completed by Contractor. The making of final payment shall not constitute a waiver of any claims by the City for any reason whatsoever. 3.3.3 Deductions. City may deduct or withhold, as applicable, from each progress payment an amount necessary to protect City from loss because of: (1) stop payment notices as allowed by state law; (2) unsatisfactory prosecution of the Services by Contractor; (3) sums representing expenses, losses, or damages as determined by the City, incurred by the City for which Contractor is liable under the Agreement; and (4) any other sums which the City is entitled to recover from Contractor under the terms of the Agreement or pursuant to state law, including Section 1727 of the California Labor Code. The failure by the City to deduct any of these sums from a progress payment shall not constitute a waiver of the City's right to such sums. Item 2A-12 Contract No. __________________ 11 3.3.4 Reimbursement for Expenses. Contractor shall not be reimbursed for any expenses unless authorized in writing by City. 3.3.5 Extra Work. At any time during the term of this Agreement, City may request that Contractor perform Extra Work. As used herein, “Extra Work” means any work which is determined by City to be necessary for the proper completion of the Project, but which the parties did not reasonably anticipate would be necessary at the execution of this Agreement. Contractor shall not perform, nor be compensated for, Extra Work without written authorization from City’s Representative. 3.3.6 Prevailing Wages. Contractor is aware of the requirements of California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of Regulations, Title 8, Section 16000, et seq., (“Prevailing Wage Laws”), which require the payment of prevailing wage rates and the performance of other requirements on “public works” and “maintenance” projects. If the Services are being performed as part of an applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws, and if the total compensation is $15,000 or more, Contractor agrees to fully comply with such Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of per diem wages in effect at the commencement of this Agreement. Contractor shall make copies of the prevailing rates of per diem wages for each craft, classification or type of worker needed to execute the Services available to interested parties upon request and shall post copies at the Contractor’s principal place of business and at the Project site. Contractor shall defend, indemnify and hold the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives free and harmless from any claim or liability arising out of any failure or alleged failure to comply with the Prevailing Wage Laws. It shall be mandatory upon the Contractor and all subcontractors to comply with all California Labor Code provisions, which include but are not limited to prevailing wages (Labor Code Sections 1771, 1774 and 1775), employment of apprentices (Labor Code Section 1777.5), certified payroll records (Labor Code Sections 1771.4 and 1776), hours of labor (Labor Code Sections 1813 and 1815) and debarment of contractors and subcontractors (Labor Code Section 1777.1). The requirement to submit certified payroll records directly to the Labor Commissioner under Labor Code section 1771.4 shall not apply to work performed on a public works project that is exempt pursuant to the small project exemption specified in Labor Code Section 1771.4. 3.3.7 Registration/DIR Compliance. If the Services are being performed as part of an applicable “public works” or “maintenance” project, and if the total compensation is $15,000 or more, then pursuant to Labor Code Sections 1725.5 and 1771.1, the Contractor and all subcontractors performing such Services must be registered with the Department of Industrial Relations. Contractor shall maintain registration for the duration of the Project and require the same of any subcontractors, as applicable. This Project may also be subject to compliance monitoring and enforcement by the Department of Industrial Relations. It shall be Contractor’s sole responsibility to comply with all applicable registration and labor compliance requirements. Any stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor that affect Contractor’s performance of Services, including any delay, shall be Contractor’s sole responsibility. Any delay arising out of or resulting from such stop orders shall be considered Contractor caused delay and shall not be compensable by the City. Contractor shall defend, indemnify and hold the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives free and harmless from any claim or liability arising out of stop orders issued by the Department of Industrial Relations against Contractor or any subcontractor. Item 2A-13 Contract No. __________________ 12 3.4 Termination of Agreement. 3.4.1 Grounds for Termination. City may, by written notice to Contractor, terminate the whole or any part of this Agreement at any time and without cause by giving written notice to Contractor of such termination, and specifying the effective date thereof, at least seven (7) days before the effective date of such termination. Upon termination, Contractor shall be compensated only for those Services which have been adequately rendered to City, and Contractor shall be entitled to no further compensation. Contractor may not terminate this Agreement except for cause. 3.4.2 Effect of Termination. If this Agreement is terminated as provided herein, City may require Contractor to provide all finished or unfinished information of any kind prepared by Contractor in connection with the performance of Services under this Agreement. Contractor shall be required to provide such document and other information within fifteen (15) days of the request. 3.4.3 Additional Services. In the event this Agreement is terminated in whole or in part as provided herein, City may procure, upon such terms and in such manner as it may determine appropriate, services similar to those terminated. 3.5 General Provisions. 3.5.1 Delivery of Notices. All notices permitted or required under this Agreement shall be given to the respective parties at the following address, or at such other address as the respective parties may provide in writing for this purpose: Contractor: THE CHRISTMAS KINGS dba SOUTHERN CALIFORNIA LIGHTING, INC. 31500 GRAPE STREET SUITE 3-233 LAKE ELSINORE, CA 92532 City: City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 Attn: Shawn Muir, Senior Management Analyst Such notice shall be deemed made when personally delivered or when mailed, forty-eight (48) hours after deposit in the U.S. Mail, first class postage prepaid and addressed to the party at its applicable address. Actual notice shall be deemed adequate notice on the date actual notice occurred, regardless of the method of service. 3.5.2 Indemnification. 3.5.2.1 Scope of Indemnity. To the fullest extent permitted by law, Contractor shall defend, indemnify and hold the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives free and harmless from Item 2A-14 Contract No. __________________ 13 any and all claims, demands, causes of action, suits, actions, proceedings, costs, expenses, liability, judgments, awards, decrees, settlements, loss, damage or injury of any kind, in law or equity, regardless of whether the allegations are false, fraudulent, or groundless, to property or persons, including wrongful death, (collectively, “Claims”) in any manner arising out of, pertaining to, or incident to any acts, errors or omissions, or willful misconduct of Contractor, its officials, officers, employees, subcontractors, consultants or agents in connection with the performance of the Services, the Project or this Agreement, including without limitation the payment of all expert witness fees, attorneys’ fees and other related costs and expenses except such Claims caused by the sole or active negligence or willful misconduct of the City. 3.5.2.2 Additional Indemnity Obligations. Contractor shall defend, with counsel of City’s choosing and at Contractor’s own cost, expense and risk, any and all Claims covered by this section that may be brought or instituted against the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives. In addition, Contractor shall pay and satisfy any judgment, award or decree that may be rendered against the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives as part of any such claim, suit, action or other proceeding. Contractor shall also reimburse City for the cost of any settlement paid by the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives as part of any such claim, suit, action or other proceeding. Such reimbursement shall include payment for City’s attorney’s fees and costs, including expert witness fees. Contractor shall reimburse the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives, for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. Contractor’s obligation to indemnify shall survive expiration or termination of this Agreement, and shall not be restricted to insurance proceeds, if any, received by the Contractor, the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives. 3.5.3 Governing Law; Government Code Claim Compliance. This Agreement shall be governed by the laws of the State of California. Venue shall be in Riverside County. In addition to any and all Agreement requirements pertaining to notices of and requests for compensation or payment for extra work, disputed work, claims and/or changed conditions, Contractor must comply with the claim procedures set forth in Government Code sections 900 et seq. prior to filing any lawsuit against the City. Such Government Code claims and any subsequent lawsuit based upon the Government Code claims shall be limited to those matters that remain unresolved after all procedures pertaining to extra work, disputed work, claims, and/or changed conditions have been followed by Contractor. If no such Government Code claim is submitted, or if any prerequisite contractual requirements are not otherwise satisfied as specified herein, Contractor shall be barred from bringing and maintaining a valid lawsuit against the City. 3.5.4 Time of Essence. Time is of the essence for each and every provision of this Agreement. 3.5.5 City’s Right to Employ Other Contractors. City reserves right to employ other contractors in connection with this Project. 3.5.6 Successors and Assigns. This Agreement shall be binding on the successors and assigns of the parties. Item 2A-15 Contract No. __________________ 14 3.5.7 Assignment or Transfer. Contractor shall not assign, hypothecate or transfer, either directly or by operation of law, this Agreement or any interest herein without the prior written consent of the City. Any attempt to do so shall be null and void, and any assignees, hypothecates or transferees shall acquire no right or interest by reason of such attempted assignment, hypothecation or transfer. 3.5.8 Construction; References; Captions. Since the Parties or their agents have participated fully in the preparation of this Agreement, the language of this Agreement shall be construed simply, according to its fair meaning, and not strictly for or against any Party. Any term referencing time, days or period for performance shall be deemed calendar days and not work days. All references to Contractor include all personnel, employees, agents, and subcontractors of Contractor, except as otherwise specified in this Agreement. All references to the City include its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives except as otherwise specified in this Agreement. The captions of the various articles and paragraphs are for convenience and ease of reference only, and do not define, limit, augment, or describe the scope, content or intent of this Agreement. 3.5.9 Amendment; Modification. No supplement, modification or amendment of this Agreement shall be binding unless executed in writing and signed by both Parties. 3.5.10 Waiver. No waiver of any default shall constitute a waiver of any other default or breach, whether of the same or other covenant or condition. No waiver, benefit, privilege, or service voluntarily given or performed by a Party shall give the other Party any contractual rights by custom, estoppel or otherwise. 3.5.11 No Third Party Beneficiaries. Except to the extent expressly provided for in Section 3.5.7, there are no intended third-party beneficiaries of any right or obligation assumed by the Parties. 3.5.12 Invalidity; Severability. If any portion of this Agreement is declared invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions shall continue in full force and effect. 3.5.13 Prohibited Interests. Contractor maintains and warrants that it has not employed nor retained any company or person, other than a bona fide employee working solely for Contractor, to solicit or secure this Agreement. Further, Contractor warrants that it has not paid nor has it agreed to pay any company or person, other than a bona fide employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty, City shall have the right to rescind this Agreement without liability. For the term of this Agreement, no member, officer or employee of City, during the term of his or her service with City, shall have any direct interest in this Agreement, or obtain any present or anticipated material benefit arising therefrom. 3.5.14 Cooperation; Further Acts. The Parties shall fully cooperate with one another, and shall take any additional acts or sign any additional documents as may be necessary, appropriate or convenient to attain the purposes of this Agreement. 3.5.15 Authority to Enter Agreement. Contractor has all requisite power and authority to conduct its business and to execute, deliver, and perform the Agreement. Each Party Item 2A-16 Contract No. __________________ 15 warrants that the individuals who have signed this Agreement have the legal power, right, and authority to make this Agreement and bind each respective Party. 3.5.16 Counterparts. This Agreement may be signed in counterparts, each of which shall constitute an original. 3.5.17 Entire Agreement. This Agreement contains the entire Agreement of the parties with respect to the subject matter hereof, and supersedes all prior negotiations, understandings or agreements. This Agreement may only be modified by a writing signed by both parties. [SIGNATURES ON NEXT PAGE] Item 2A-17 Contract No. __________________ SIGNATURE PAGE TO MAINTENANCE SERVICES AGREEMENT BY AND BETWEEN THE CITY OF PALM DESERT AND THE CHRISTMAS KINGS dba SOUTHERN CALIFORNIA LIGHTING, INC. IN WITNESS WHEREOF, each of the Parties has caused this Agreement to be executed on the day and year first above written. CITY OF PALM DESERT By: L. TODD HILEMAN CITY MANAGER ATTEST: By: ANTHONY J. MEJIA City Clerk APPROVED AS TO FORM: By: Best Best & Krieger LLP City Attorney THE CHRISTMAS KINGS dba SOUTHERN CALIFORNIA LIGHTING, INC. By: Its: Printed Name: By: Its: Printed Name: ____________________________________ Contractor’s License Number and Classification ____________________________________ DIR Registration Number (if applicable) QC: _____ Insurance: _____ Initial Review _____ Final Approval Item 2A-18 Contract No. __________________ Exhibit “A” EXHIBIT “A” SCOPE OF SERVICES A. GENERAL INFORMATION For the purposes of this RFP, Proposers are asked to submit proposals for the following scope of work, including the design, installation, maintenance, removal, and storage of the following: 1. El Paseo Seasonal Lighting for trees located in the medians along the El Paseo Business Corridor, between Portola Avenue and Monterey Avenue. All Washingtonia filiera (California Fan Palms); Washingtonia robusta (Mexican Fan Palms); and hardwood trees (with a tree canopy beginning at approximately five (5) feet from top of grade and higher), shall have trunks wrapped with a commercial grade light emitting diode (“LED”) string lights spaced no more than six (6) inches apart. And according to the approved design by the successful Proposer, canopy lighting shall include a mix of LED lights and icicle lights, or approved equal. Lighting used in previous years will be provided by the City to be used at the discretion of the Proposer. All tree lighting on El Paseo to be a matching color in the warm white spectrum. All lighting to be installed by October 1 and remain fully functional through January 1 of each year. 2. El Paseo Seasonal/Holiday Décor for the El Paseo medians at the entrances to the El Paseo Business Corridor, located West of Portola Avenue and East of Monterey Avenue. The décor should be located near or designed to highlight the monument signs in the median. All décor must be installed by the Wednesday of the week prior to Thanksgiving, and remain fully functional through January 1, each year. 3. City Hall Holiday Lighting for the exterior of the City Hall along the perimeter of the City Hall buildings included on Attachment 1. Examples of desired lighting may include but are not limited to string lights and/or projection lighting. Additional lighting and/or décor may be on trees or lawn around the Council Chambers on Attachment 1. All lighting and décor must be installed by the Wednesday of the week prior to Thanksgiving, and remain fully functional through January 1, each year. 4. Additional Areas as Determined in the Future. There are several other buildings and facilities within the City that are being considered for Seasonal Lighting. If these are added to the scope of work, the Contractor shall submit material options for City review prior to purchasing. The City will reimburse Contractor cost of the material with an allowable 15% markup. Receipts will need to be supplied to the City. The work to be done consists of furnishing all labor, materials, necessary tools and machinery, supervision, storage space, and all utility and transportation services required for the completion of this Scope of Work. No additional compensation shall be allowed therefor. The Proposer by submitting such proposal acknowledges that they have familiarized themselves with the current site conditions and verified information provided by the City. It is the responsibility of the Proposer to promptly bring to the attention of the City discrepancies, omissions, ambiguities, and requirements likely to cause disputes between trades and similar matters. When appropriate, Addenda will be issued by the City. Item 2A-19 Contract No. __________________ Exhibit “A” B. TASKS AND CONTRACT DELIVERABLES: The Proposer shall: • Conduct a project kickoff design meeting with City staff to refine and clarify the project's objectives and schedule. City supplied materials will be provided at that time. • Provide all commercial grade light emitting diode (“LED”) string lights. • Repair or replace any installed nonfunctional lights within twenty-four (24) hours of discovery or notification by City staff. • All products shall be purchased for or leased to the City for the entire term of the contract. • All tree string lighting on trunks of palm and hardwood trees to be spaced no more than 6 inches apart. • Install all lights on trees with zip ties only, no nails are to be used. Staples may be selectively used with prior authorization of the City. • No drilling or screws shall be used for the installation of lighting or décor without prior authorization of the City. The City may, at its own discretion, elect to install fastening mechanisms on buildings. • Use only graffer tape, or approved equal, for cords (color and brand to be approved by the City). • All cords in turf must be buried to prevent mower damage. Contractor to ensure turf is not unnecessarily damaged during the installation and removal of the cords. • All electrical connections must be covered to minimize overhead sprinkler damage. • Have samples of all decorations pre-approved by City staff prior to installation. • Be professional and utilize appropriate methods and equipment considered to be acceptable and industry standard. • Provide the City with a safety and traffic plan at least two (2) weeks prior to work being performed. Work will not be allowed to commence without an approved traffic plan and valid Encroachment Permit. Workers to wear Personal Protective Equipment when installing lights or working in the medians. C. LIGHTS FURNISHED To assist the Proposer in fulfilling the terms of this Agreement, the City agrees to furnish the following: 1. All lighting and decorations for project startup in Year 1 of the Agreement. 2. All City owned string lights used for the 2022-23 El Paseo Seasonal Lighting of hardwood and palm trees, to be used at the Proposer’s discretion. 3. When replacement lights are needed, Contractor to submit material options for City review prior to purchasing. The City will reimburse Contractor cost of the material with an allowable 15% markup. Receipts will need to be supplied to the City. Item 2A-20 Contract No. __________________ Exhibit “A” D. FUNCTIONS AND TIMING It is anticipated the agreement resulting from this solicitation, if awarded, will be a fixed-price contract for a five-year term effective July 1, 2023, through June 30, 2028, with three (3) one- year optional extensions at the City’s discretion and based on Contractor’s performance and mutual agreement. Contractor may request a CPI increase as noted in the Agreement. During the contracted term the Proposer shall perform the following functions: • Conduct a meeting annually prior to lighting/décor installation to discuss objectives and schedule. • Provide storage for all lighting and décor when not in use, during the term of the Agreement at the Contractor's expense. • For the El Paseo Seasonal Lighting of the trees located in the medians along the El Paseo Business Corridor, from Portola Avenue to Monterey Avenue, the Proposer shall: - Inspect existing timer and Ground Fault Circuit Interrupters (GFCI) at each tree in the medians annually prior to installation one (1) time. Notify the City in a timely manner to accommodate the repair as to not impact the mandated schedule. - Set up and wrap lighting at each specified tree one (1) time annually on a date prior to October 1, scheduled in advance with City staff. - Remove all wrapped lighting at each tree one (1) time annually on a date prior to Memorial Day, scheduled in advance with City staff. - Inspect night operation weekly during lighting season. Any lights found to be nonfunctional shall be repaired or replaced within 24 hours. Any timers, or GFCI found to be nonfunctional shall be reported to City Staff immediately. • For the El Paseo Seasonal/Holiday Decor for the medians at the entrances to the El Paseo Business Corridor, located West of Portola Avenue and East of Monterey Avenue, the Proposer shall: - Inspect existing timer and GFCI at each tree in the medians annually prior to installation one (1) time. Notify the City in a timely manner to accommodate the repair as to not impact the mandated schedule. - Install décor one (1) time annually on a date prior to the Wednesday of the week prior to Thanksgiving, scheduled in advance with City staff. - Remove all decor one (1) time annually on a date between January 1 and January 10, scheduled in advance with City staff. - Inspect night operation weekly during lighting season. Any lights found to be nonfunctional shall be repaired or replaced within 24 hours. Any timers, or GFCI found to be nonfunctional shall be reported to City Staff immediately. • City Hall Seasonal/Holiday Lighting and/or Decor for exterior of City Hall, the Proposer shall: Item 2A-21 Contract No. __________________ Exhibit “A” - Inspect existing timer and GFCI at each tree in the medians annually prior to installation one (1) time. Notify the City in a timely manner to accommodate the repair as to not impact the mandated schedule. - Install lighting and décor one (1) time annually on a date prior to the Wednesday of the week prior to Thanksgiving, scheduled in advance with City staff. - Remove all decor one (1) time annually between January 1 and January 10, scheduled in advance with City staff. - Inspect night operation weekly during lighting season. Any lights found to be nonfunctional shall be repaired or replaced within 24 hours. Any timers, or GFCI found to be nonfunctional shall be reported to City Staff immediately. Attachment 1 – CITY HALL Holiday LIGHTING AND décor AREA Item 2A-22 Contract No. __________________ Exhibit “B” EXHIBIT “B” SCHEDULE OF SERVICES The term of this Agreement shall be from JULY 1, 2023, to JUNE 30, 2028, unless earlier terminated as provided herein. The City shall have the unilateral option, at its sole discretion, to renew this Agreement automatically for no more than three (3) additional one-year terms. Contractor shall complete the Services within the term of this Agreement and shall meet any other established schedules and deadlines. The Parties may, by mutual, written consent, extend the term of this Agreement if necessary to complete the Services. Item 2A-23 Contract No. __________________ Exhibit “C” Revised 11-2-20 BBK 72500.00001\32374915.1 EXHIBIT “C” COMPENSATION [SEE ATTACHED PROPOSAL] In the event that this Agreement is renewed pursuant to Section 3.1.2, the rates set forth above may be increased or reduced each fiscal year at the time of renewal, but any increase shall not exceed the Consumer Price Index, All Urban Consumers, Los Angeles-Riverside-Orange Counties over the past 12 months. Item 2A-24 Contract No. __________________ PERFORMANCE BOND KNOW ALL PERSONS BY THESE PRESENTS: THAT WHEREAS, the City of Palm Desert (hereinafter referred to as “City”) has awarded to The Christmas Kings dba Southern California Lighting, Inc., (hereinafter referred to as the “Contractor”) an agreement for Seasonal Lighting and Decor (hereinafter referred to as the “Project”). WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated NOVEMBER 17, 2022, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and WHEREAS, the Contractor is required by said Contract Documents to perform the terms thereof and to furnish a bond for the faithful performance of said Contract Documents. NOW, THEREFORE, we, THE CHRISTMAS KINGS dba SOUTHERN CALIFORNIA LIGHTING, INC., the undersigned Contractor and _____________________________________________ as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of THREE HUNDRED SEVENTY THOUSAND DOLLARS, ($370,000.00), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one-year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its elected or appointed officers, and their respective agents, officials, employees, volunteers and representatives, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect. As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship, Surety shall undertake and faithfully fulfill all such obligations. The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure section 337.15. Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or shall promptly, at the City’s option: Item 2A-25 Contract No. __________________ (1) Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or (2) Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. (3) Permit the City to complete the Project in any manner consistent with local, California and federal law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents. Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor. Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project, including but not limited to the provisions of sections 2819 and 2845 of the California Civil Code. [SIGNATURES ON NEXT PAGE] Item 2A-26 Contract No. __________________ IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20____. (Corporate Seal) Contractor/ Principal By Title (Corporate Seal) Surety By Attorney-in-Fact (Attach Attorney-in-Fact Certificate) Title Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached. The rate of premium on this bond is ____________ per thousand. The total amount of premium charges, $_______________________________. (The above must be filled in by corporate attorney.) THIS IS A REQUIRED FORM Any claims under this bond may be addressed to: (Name and Address of Surety) (Name and Address of Agent or Representative for service of process in California, if different from above) (Telephone number of Surety and Agent or Representative for service of process in California) NOTE: A copy of the Power-of-Attorney authorizing the person signing on behalf of the Surety to do so must be attached hereto. Item 2A-27 Contract No. __________________ NOTE: This acknowledgment is to be completed for Contractor/Principal. Notary Acknowledgment A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF ______________ On , 20___, before me, _______________________________, Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ¨ Individual ¨ Corporate Officer Title(s) Title or Type of Document ¨ Partner(s) ¨ Limited ¨ General Number of Pages ¨ Attorney-In-Fact ¨ Trustee(s) ¨ Guardian/Conservator Date of Document ¨ Other: Signer is representing: Name Of Person(s) Or Entity(ies) Signer(s) Other Than Named Above Item 2A-28 Contract No. __________________ NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of-Attorney to local representatives of the bonding company must also be attached. Notary Acknowledgment A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF ______________ On , 20___, before me, _______________________________, Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ¨ Individual ¨ Corporate Officer Title(s) Title or Type of Document ¨ Partner(s) ¨ Limited ¨ General Number of Pages ¨ Attorney-In-Fact ¨ Trustee(s) ¨ Guardian/Conservator Date of Document ¨ Other: Signer is representing: Name Of Person(s) Or Entity(ies) Signer(s) Other Than Named Above Item 2A-29 Contract No. __________________ PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS That WHEREAS, the City of Palm Desert (hereinafter designated as the “City”), by action taken or a resolution passed NOVEMBER 17, 2022 has awarded to THE CHRISTMAS KINGS dba SOUTHERN CALIFORNIA LIGHTING, INC. hereinafter designated as the “Principal,” a contract for the work described as follows: SEASONAL LIGHTING AND DÉCOR PROGRAM (the “Project”); and WHEREAS, the work to be performed by the Principal is more particularly set forth in the Contract Documents for the Project dated NOVEMBER 17, 2022 (“Contract Documents”), the terms and conditions of which are expressly incorporated by reference; and WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth. NOW THEREFORE, we, the Principal and __________________________ as Surety, are held and firmly bound unto the City in the penal sum of THREE HUNDRED SEVENTY THOUSAND DOLLARS ($370,000.00) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Section 9100 of the Civil Code, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses. This bond shall inure to the benefit of any of the persons named in Section 9100 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond. It is further stipulated and agreed that the Surety on this bond shall not be exonerated or released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement Item 2A-30 Contract No. __________________ pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 9100 of the Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned and the provisions of sections 2819 and 2845 of the California Civil Code. [SIGNATURES ON NEXT PAGE] Item 2A-31 Contract No. __________________ IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__. (Corporate Seal) Contractor/ Principal By Title (Corporate Seal) Surety By Attorney-in-Fact (Attach Attorney-in-Fact Certificate) Title Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached. A Power-of-Attorney authorizing the person signing on behalf of the Surety to do so much be attached hereto. NOTE: A copy of the Power-of-Attorney authorizing the person signing on behalf of the Surety to do so must be attached hereto. Item 2A-32 Contract No. __________________ NOTE: This acknowledgment is to be completed for Contractor/Principal. Notary Acknowledgment A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF ______________ On , 20___, before me, _______________________________, Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ¨ Individual ¨ Corporate Officer Title(s) Title or Type of Document ¨ Partner(s) ¨ Limited ¨ General Number of Pages ¨ Attorney-In-Fact ¨ Trustee(s) ¨ Guardian/Conservator Date of Document ¨ Other: Signer is representing: Name Of Person(s) Or Entity(ies) Signer(s) Other Than Named Above Item 2A-33 Contract No. __________________ NOTE: This acknowledgment is to be completed for the Attorney-in-Fact. The Power-of- Attorney to local representatives of the bonding company must also be attached. Notary Acknowledgment A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF ______________ On , 20___, before me, _______________________________, Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ¨ Individual ¨ Corporate Officer Title(s) Title or Type of Document ¨ Partner(s) ¨ Limited ¨ General Number of Pages ¨ Attorney-In-Fact ¨ Trustee(s) ¨ Guardian/Conservator Date of Document ¨ Other: Signer is representing: Name Of Person(s) Or Entity(ies) Signer(s) Other Than Named Above Item 2A-34 Contract No. __________________ Exhibit “D” Item 2A-35 City of Palm Desert PW - Operations & Maintenance Andy Ramirez, Deputy Director 73-510 Fred Waring Drive, Palm Desert, CA 92260 PROPOSAL DOCUMENT REPORT RFP No. 2022-RFP-142 Seasonal Lighting and Décor Program RESPONSE DEADLINE: October 14, 2022 at 2:00 pm Report Generated: Friday, October 14, 2022 The Christmas Kings Proposal CONTACT INFORMATION Company: The Christmas Kings Email: support@thechristmaskings.com Contact: Mathew Kronquist Address: 31500 GRAPE ST SUITE 3-233 LAKE ELSINORE, CA 92532 Phone: (951) 402-2000 Website: www.thechristmaskings.com Submission Date: Oct 12, 2022 1:47 PM Item 2A-36 PROPOSAL DOCUMENT REPORT RFP No. 2022-RFP-142 Seasonal Lighting and Décor Program PROPOSAL DOCUMENT REPORT Request For Proposal - Seasonal Lighting and Décor Program Page 2 ADDENDA CONFIRMATION No addenda issued QUESTIONNAIRE 1. Proposal (WITHOUT COST)* Proposals shall be concise, well organized and demonstrate qualifications and applicable experience. Proposals shall be organized, and include page numbers for all pages in the proposal. The proposal shall be uploaded here, in the following order and shall include: A. Cover Letter 1. This letter should briefly introduce the firm, summarize the firm’s general qualifications, include an executive summary of the specific approach which will be used to deliver the work scope; and identify the individual(s) name, address and phone number authorized to negotiate Agreement terms and compensation. B. Experience and Technical Competence 1. Background: Provide history of the firm’s consulting experience which specifically addresses the individual or firm’s experience with similar Service as described in this RFP. 2. References: The proposal shall include a list of recently completed projects that are similar in scope and function to this RFP. Provide a description of the project, client name, and the name, title, and telephone number of the primary contact person. C. Firm Staffing and Key Personnel 1. Staffing: Provide the number of staff to be assigned to perform the Services and the names/discipline/job title of each as well as your firm’s capacity to provide additional personnel as needed. 2. Key Personnel: Identify key persons that will be principally responsible for working with the City. Indicate the role and responsibility of each individual. Item 2A-37 PROPOSAL DOCUMENT REPORT RFP No. 2022-RFP-142 Seasonal Lighting and Décor Program PROPOSAL DOCUMENT REPORT Request For Proposal - Seasonal Lighting and Décor Program Page 3 3. Team Organization: Describe proposed team organization, including identification and responsibilities of key personnel. 4. Subcontractors: The Proposer shall identify functions that are likely to be subcontracted and identify the subcontractor that is anticipated to perform each function. D. Proposed Method to Accomplish the Work 1. Describe the technical and management approach to providing the Services to the City. Proposer should take into account the scope of the Services, and general functions required. Include a draft first year schedule of tasks, milestones, and deliverables that will provide for timely provision of the Services. In reviewing the scope of Services and goals described herein, the Proposer may identify additional necessary tasks and is invited to bring these to the City’s attention within the discussion of its proposed method to accomplish the work. PALM_DESERT_RFP_RESPONSE_(1).pdf 2. Non-Collusion Declaration* The undersigned declares: I am an authorized representative of my company, the party making the foregoing Bid, to certify the following. The Bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation. The Bid is genuine and not collusive or sham. The Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid. The Bidder has not directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or to refrain from bidding. The Bidder has not in any manner, directly or indirectly, so ught by agreement, communication, or conference with anyone to fix the Bid Price of the Bidder or any other Bidder, or to fix any overhead, profit, or cost element of the Bid Price, or of that of any other Bidder. All statements contained in the Bid are true. The B idder has not, directly or indirectly, submitted his or her Bid Price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid, and has not paid, and will not pay, any person or entity for such purpose. Any person executing this declaration on behalf of a Bidder that is a corporation, partnership, joint venture, limited liability company, limited liability partnership, or any other entity, hereby represents that he or she has full power to execute, and does exec ute, this declaration on behalf of the Bidder. Item 2A-38 PROPOSAL DOCUMENT REPORT RFP No. 2022-RFP-142 Seasonal Lighting and Décor Program PROPOSAL DOCUMENT REPORT Request For Proposal - Seasonal Lighting and Décor Program Page 4 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Confirmed 3. Type of Business* S Corporation (if corporation, two signatures are required) 4. Litigation* Provide litigation history for any claims filed by your firm or against your firm related to the provision of Services in the last five (5) years (or type "N/A"). N/A 5. Changes to Agreement* The City standard professional services agreement contract is included as an attachment herein. The Proposer shall identify any objections to and/or request changes to the standard contract language in this section of the proposal (or type "N/A"). If you are identifying changes here ALSO upload a copy of the redlined Language/Agreement with your Proposal. Changes requested may effect the City's decision to enter into an Agreement. N/A 6. No Deviations from the RFP* In submitting a proposal in response to this RFP, Proposer is certifying that it takes no exceptions to this RFP including, but not limited to, the Agreement. If any exceptions are taken, such exceptions must be clearly noted here, and may be reason for rejection of the proposal. As such, Proposer is directed to carefully review the proposed Agreement and, in partic ular, the insurance and indemnification provisions therein (or type "N/A"). The addition of 20 Spritzers around the monument signs to be included in the RFP as requested for an additional enhancement Item 2A-39 PROPOSAL DOCUMENT REPORT RFP No. 2022-RFP-142 Seasonal Lighting and Décor Program PROPOSAL DOCUMENT REPORT Request For Proposal - Seasonal Lighting and Décor Program Page 5 7. Project Team Resumes* Submit resumes of all key personnel/support staff that will produce work product for the Services. Describe their qualifications, education, and professional licensing. Resume_1.pngResume_2.png 8. List the Signatory(s) Authorized to Sign and Bind an Agreement.* (If two (2) signatures are required, include the following information for both signatories) A. Full Name B. Title C. Physical Business Address D. Email Address E. Phone Number Mathew Kronquist President 31500 grape st. unit 3233 lake elsinore ca 92532 mat@thechristmaskings.com 951-454-9777 Melissa Kronquist Secretary 31500 grape st. unit 3233 lake elsinore ca 92532 melissakronquist@gmail.com 951-265-1113 Item 2A-40 PROPOSAL DOCUMENT REPORT RFP No. 2022-RFP-142 Seasonal Lighting and Décor Program PROPOSAL DOCUMENT REPORT Request For Proposal - Seasonal Lighting and Décor Program Page 6 9. Certification of Proposal: The undersigned hereby submits its proposal and, by doing so, agrees to furnish services in accord ance with the Request for Proposal (RFP), and to be bound by the terms and conditions of the RFP.* Confirmed PRICE TABLES SEASONAL LIGHTING PRICE SHEET Costs for startup of program including purchase of lighting and décor, installation, traffic control and storage. Line Item Description Quantity Unit of Measure Unit Cost Total 1 Initial Startup Materials (Year 1 only) 1 maximum cost $5,000.00 $5,000.00 2 El Paseo Seasonal Lighting Annual Cost 5 per year $58,000.00 $290,000.00 3 El Paseo Seasonal/Holiday Décor Annual Cost 5 per year $2,000.00 $10,000.00 4 City Hall Holiday Lighting Annual Cost 5 per year $8,000.00 $40,000.00 5 Mid-Year Materials Replacement 5 maximum cost $5,000.00 $25,000.00 TOTAL $370,000.00 EXTRA WORK Item 2A-41 PROPOSAL DOCUMENT REPORT RFP No. 2022-RFP-142 Seasonal Lighting and Décor Program PROPOSAL DOCUMENT REPORT Request For Proposal - Seasonal Lighting and Décor Program Page 7 Line Item Description Quantity Unit of Measure Unit Cost Total 1 Installer 1 hour $70.00 $70.00 2 Supervisor 1 hour $90.00 $90.00 3 Designer 1 hour $0.00 $0.00 4 Specialty / Rental Equipment 1 hour $0.00 $0.00 5 Additional Storage 1 year $0.00 $0.00 Item 2A-42 City of Palm Desert Seasonal Lighting and Decor Program Response The Christmas Kings 10/11/2022 Item 2A-43 Firm Introduction The Christmas Kings is a full service holiday lighting and decor company. Started in 2005, we pride ourselves on providing elite services to our customers and stay at the leading edge with innovation and technologies. The Christmas Kings installs holiday lighting for municipalities, malls, hotels, casinos, and more. Our team is highly skilled and trained on best practices for our industry. Safety is at top of mind during all processes. We pay attention to detail and provide great customer service and communication for our clients along the way. The Christmas Kings has successfully designed and installed the lighting display for the city of Palm Desert for the past 4 years and would love to install the display for many more to come. Firm Information / Executive Summary The account manager for this project will be Mathew Kronquist, Mathew will be responsible for bid completion, planning, execution, quality control, communication throughout the process, removal and wrap up. Mathew Kronquist has 17 years experience in the industry and consults / trains other lighting companies and franchises on best practices. Sean Skog, General Manager, will also be assigned to the project as lead installer and operations oversight. Sean will also be responsible for the light show programming and implementation. Sean Skog has been in the event industry for over 10 years with advanced lighting and equipment training in the past 5 years. Mathew Kronquist 951-454-9777 Mat@thechristmaskings.com 31500 grape st. 3233 lake elsinore ca 92532 Sean Skog 951-385-3149 Sean@thechristamskings.com 31500 grape st. 3233 lake elsinore ca 92532 Item 2A-44 EXPERIENCE & TECHNICAL COMPETENCE Firm Information / Executive Summary The Christmas Kings is a full service holiday lighting and decor company. Started in 2005, we pride ourselves on providing elite services to our customers and stay at the leading edge with innovation and technologies. The Christmas Kings installs holiday lighting for municipalities, malls, hotels, casinos, and more. Our team is highly skilled and trained on best practices for our industry. Safety is at top of mind during all processes. We pay attention to detail and provide great customer service and communication for our clients along the way. The Christmas Kings has successfully designed and installed the lighting display for the city of Palm Desert for the past 4 years and would love to install the display for many more to come. Firm General Qualifications & References 1. City of Redlands, Erik Reeves, (909)203-9864 ereeves@cityofredlands.org Contract dates 2017 - 2022 Holiday lighting for the city, permanent lighting for the city, art installations 2. City of Laguna Beach, Dan Meehan, (949)707-2686, dmeehan@lagunahillsca.gov Contract dates - 2019 - 2023 Holiday lighting In the city, Lighting trees, buildings and installing decor & light show 3. Ladera Ranch Community, Christopher Crowley, (949) 355-4175, Christopher.Crowley@fsresidential.com Contract dates - 2020 - 2023 Holiday Lighting for the community monuments, trees, and building lighting Item 2A-45 Firm Staffing & Key Personnel Staffing Account Manager: Mathew Kronquist Responsible for city contact, communication and coordination, logistics and planning General Manager: Sean Skog Responsible for coordination of equipment and staff, job jackets and understanding of the project, onsite safety and deployment of staff, product as well as quality assurance. Groundwork Supervisor: Andrue Ordonez Responsible for safety and daily objectives, overall execution of the installation Arial Supervisor: Trevor Romaine Responsible for safety and daily objectives, overall execution of the installation of all aerial work done in boom lifts. Install Crew: The Christmas Kings has a staff of year around workers that have been working with us for years. Several of our staff has been assigned to this specific project for the past several years and we are very familiar with the intricacies of it. Subcontractors: Advanced Holiday Lighting (AHL) The Christmas Kings has assisted many of its former staff to start their own companies. AHL is one of those companies, and will be our partner in this and many other projects throughout the area. AHL will be used as support labor. Item 2A-46 Proposed Method The approach from a management perspective: Scheduling and communication will be addressed and confirmed months in advance. Management will be in continual communication as necessary with our onsite contact to ensure we work around tree trimming and landscaping projects in the planned area. Mathew and Sean are very accessible and will provide key leads with our personal cell numbers and emails for 24 hr communication if necessary. The approach from a technical point of view: The install will begin on the preferred date of the client, historically the last week in september. The install is scheduled for a 5 day process as follows: Day 1 - 3 Groundwork, Ladderwork, Cabling Nights 3 - 5 Aerial work with road closure for drip tubes, adding height on trees and Flood lights INSTALL: El Paseo Seasonal Light Installation Start date: 9/25/23 Ground Completion: 9/27/23 Arial Start date: 9/27/23 Arial Completion date: 9/29/23 INSTALL: City Hall and El Paseo Holiday Decor Start date: 11/20/23 Completion date:11/20/23 REMOVAL: City Hall and El Paseo Holiday Decor Start date: 1/8/24 Completion date: 1/8/24 REMOVAL: El Paseo Seasonal Light Installation Start date: 5/6/24 Ground Completion: 5/8/24 Arial Start date: 5/6/24 Arial Completion date: 5/8/24 Item 2A-47 Proposed Method Cont… Product: Understanding that product has been originally purchased for this project, The Christmas Kings suggest to adjust from standard warm micro LED lights to a warm light / pure light combination strand where every 5th bulb of the light lines has a shimmering aesthetic. We feel this change will provide a new appearance for the next term of the agreement while maintaining an elegant look. -Video can be provided for reference of shimmering lights If this aesthetic adjustment is acceptable, we are willing to provide the NEW shimmering strands as a one-for-one replacement for the warm LED strands the CIty currently owns at no additional cost to the project. The Christmas Kings would then become owner of the existing warm LED light strands. If the adjustment to aesthetics is not preferred, The Christmas Kings will plan to utilize the existing product for this project as owned by the City. The Startup Material Costs are as follows: Replacement of currently installed flood lights for the palm tree frond lighting This will replace all fixtures and there wiring harnesses Additional implementation of spritzers surrounding the monument signs on either Side of the El Paseo center medians 10 spritzers at each location. The city Will own this and all the existing product for future years. All product will be delivered at the time of installation Item 2A-48 Item 2A-49 Item 2A-50 Page 1 of 2 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Jason Finley, Chief Building Official REQUEST: INTRODUCE AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, AMENDING SPECIFIED CHAPTERS OF THE PALM DESERT MUNICIPAL CODE TO ADOPT THE 2022 EDITIONS OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, AND RELATED CODES WITH SELECTED APPENDICES AND AMENDMENTS (FIRST READING) RECOMMENDATION: Waive further reading and pass to second reading and public hearing an Ordinance to amend specified chapters of the Palm Desert Municipal Code to adopt the 2022 editions of the California Code of Regulations, Title 24, and related codes with selected appendices and amendments. BACKGROUND/ANALYSIS: Every three (3) years, the California Building and Standards Commission revises, adopts, and publishes the California Building Standards Law (Health and Safety Code, Division 13, Part 2.5, commencing with Section 18901) and the State Housing Law (Health and Safety Code, Division 13, Part 1.5, commencing with Section 17910). These laws govern and regulate the various types of building construction, building uses, energy efficiencies, and green sustainable construction. Moving from the 2019 series, the list below identifies the new model codes: California Building Standard Code Reference Model Code 2022 California Building Code 2021 International Building Code (ICC) 2022 California Residential Code 2021 International Residential (ICC) 2022 California Mechanical Code 2021 Uniform Mechanical Code (IAPMO) 2022 California Electrical Code 2020 National Electrical Code (NFPA) 2022 California Plumbing Code 2021 Uniform Plumbing Code (IAPMO) 2022 California Fire Code 2021 International Fire Code (ICC) 2022 California Existing Building Code 2021 International Existing Building Code (ICC) 2022 California Energy Code 2022 California Green Building Standards 2022 California Historical Building Code The above-related codes are consistent with the provisions found in the California Building Standards Code Triennial Cycle. The benefit of adopting the above codes directly supports our building and fire officials, building and fire inspectors, and all plan examiners with the necessary resources to provide direction on the intent, applicability, and enforcement of minimum life, health, and safety standards to all buildings within the City of Palm Desert. Item 2B-1 City of Palm Desert 2022 California Model Code Adoption and Amendments Page 2 of 2 In addition to the adoption of the 2022 California Model Code Series, the Building and Safety Division recommends reasonable and necessary modifications due to local conditions within the City of Palm Desert. Extreme temperatures, high winds, and the City’s physical proximity to known active earthquake faults are some of the local conditions necessitating these modifications. Other modifications are administrative or procedural in nature with subjects that are not covered by the Code. If approved, the proposed Ordinance would amend and provide modified sections of the Palm Desert Municipal Code – Chapter 15. These modifications are in cooperation and collaboration with the City’s Planning and Zoning requirements. Such modifications do not necessarily affect minimum safeguards but provide fewer administrative processes and streamline plan review and permitting. To meet the January 2023 implementation of the new California Building Codes, the introduction of the ordinance will need to be considered at the City Council meeting on November 17, 2022. The second reading and public hearing will be conducted at the December 15, 2022, Council meeting. The effective date will be 30 days after the approval. This schedule factors in any unforeseen delays. Strategic Plan: Economic Development Priority No. 4: Expand and raise awareness of business-friendly services in order to retain and attract business. This action supports business-friendly services by maintaining streamlined and timely plan review and inspection services. FINANCIAL IMPACT: The cost of implementing, training, and enforcing model code updates has been included in the annual Building and Safety Division budget for FY2022/2023: Account No. 1104420-431200 (Training) and Account No. 1104420-4632000 (Subscriptions and Publications). No other fiscal impact is anticipated to the City. REVIEWED BY: Department Director: Richard D. Cannone, AICP City Attorney: Robert Hargreaves Finance Director: John Ramont Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1.2022 Model Code Adoption of Amendments Ordinance Item 2B-2 ORDINANCE NO. AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, AMENDING SPECIFIED CHAPTERS OF THE CITY MUNICIPAL CODE, TO ADOPT THE 2022 EDITIONS OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 24, AND RELATED CODES WITH SELECTED APPENDICES AND AMENDMENTS WHEREAS, the Building and Safety Division recommends that modifications be made to the 2022 editions of the California Model Code Series. These modifications are reasonable and necessary due to local conditions within the City of Palm Desert. Extreme temperatures, high winds, and the City’s physical proximity to known active earthquake faults are some of the local conditions necessitating these modifications. Other modifications are administrative or procedural with subjects that are not covered by the Code; however, are reasonably necessary to safeguard life and property within the City of Palm Desert. FINDINGS, The City Council finds that the requirements set forth in this title are reasonable and necessary modifications due to climatic and geological conditions within the City of Palm Desert. The “Findings of Need” contained herein address each of these conditions and present the local circumstances which cause the established amendments to be adopted: A. The City of Palm Desert may establish more restrictive standards reasonably necessary due to climatic, geological, and topographical conditions. These include increase energy efficiencies, water conservation, fire protection, and streamlined permitting procedures to better serve our community. B. Palm Desert experiences and sustains temperatures exceeding 100° Fahrenheit in the summer months. Severe Santa Ana Winds can reach gusts of 90 miles per hour. The adverse climatic conditions increase the likelihood of fire and wind damage to all buildings and vegetation. C. Palm Desert periodically experiences drought which requires usage regulations and restrictions. With burdened storage capacities, limited rainfall, and community consumption, mandating sound management of our water resources make us good stewards of natural resources. D. Our community is located in an area of historically and active seismic area. The existing and planned developments are at risk from damage and fire because of this activity. Modifications to fire-sprinkler systems require lower occupancy levels than those stipulated in the California Building Code. The active earthquake faults possess the capability of disaster that may quickly deplete fire department resources. Automatic fire-suppression systems suppress and extinguish fires to aid in the rescue of life and property. Item 2B-3 Ordinance No. _____ Page 2 THE CITY COUNCIL OF THE CITY OF PALM DESERT DOES HEREBY ORDAIN AS FOLLOWS: SECTION 1. That Ordinance No. and all amendments thereto, and all other ordinances, or parts of ordinances in conflict therewith, be and the same are hereby repealed. SECTION 2. That Title 15, Building and Construction, of the Palm Desert Municipal Code, is hereby amended as shown in Exhibit A, which is attached hereto. ADOPTED ON , 2022. JAN C. HARNIK MAYOR ATTEST: ANTHONY J. MEJIA CITY CLERK I, Anthony J. Mejia, City Clerk of the City of Palm Desert, California, do hereby certify that Ordinance No. is a full, true, and correct copy, and was introduced at a regular meeting of the Palm Desert City Council on November 17, 2022, and adopted at a regular meeting of the City Council held on , 2022, by the following vote: AYES: NOES: ABSENT: ABSTAIN: RECUSED: IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Palm Desert, California, on , 2022. ANTHONY J. MEJIA CITY CLERK Item 2B-4 Ordinance No. _____ Page 3 EXHIBIT A TITLE 15 BUILDING AND CONSTRUCTION Chapters: 15.02 Administration 15.04 Building Code 15.06 Residential Code 15.08 Mechanical Code 15.10 Electrical Code 15.12 Plumbing Code 15.14 Energy Code 15.16 Solar PV Code 15.17 Residential Solar PV Permits 15.18 Green Building Standards Code 15.20 Historical Code 15.22 Housing Code 15.24 Existing Building Code 15.26 Fire Code 15.28 Address Numbering 15.30 Construction Site Security 15.32 Moved Buildings and Temporary Structures 15.34 Safety Assessment Placards 15.36 Electric Vehicle Charging Stations CHAPTER 15.02 ADMINISTRATION Sections: 15.02.010 Adoption of Chapter 1, Division II, of the California Building Code. 15.02.020 Amendments to Chapter 1, Division II, Scope and Administration. 15.02.010 Adoption of Chapter 1, Division II, of the California Building Code. Except as provided in this chapter, the certain building code known and designated as the California Building Code, Title 24, Part 2, 2022 Edition, (CBC), as developed by the State of California, based on the 2021 International Building Code as published by the International Code Council, shall become the administrative provisions of the City of Palm Desert for regulating the construction, erection, enlargement, alteration, repair, moving, removal, demolition, conversion, occupancy, equipment, use and occupancy and maintenance of all buildings and/or structures in the city. The California Building Code and its adopted appendices and amendments will be on file for public examination in the offices of the Building Official. Item 2B-5 Ordinance No. _____ Page 4 15.02.020 Amendments to Chapter 1, Division II, Scope and Administration. A. Amending Section 105.2 Work Exempt from Permit. Building: 2. Fences not over 3 feet 6 inches (1,066.8 mm) high. 4. Retaining walls that are not over 3 feet 6 inches (1,066.8 mm) in height measured from the top of the footing to the top of the wall, unless supporting a surcharge or impounding Class I, II or IIIA liquids. B. Amending Section 113 Means of Appeals. 113.1 General. For all occupancies not provided for under the authority provided in the California Building Code (CBC) Section 1.8.8.1, an appeals board shall be created, and the appeals board shall be applicable for all buildings and structures within the City of Palm Desert. 113.2 Definition The following terms shall, for the purpose of this section, have the meaning shown. Accessible Appeals Board. The board of the city which is authorized by the governing body of the City to hear appeals brought by any person regarding action taken by the building department of the city in enforcement of the authority to grant exceptions to the standards and specifications contained in California Health and Safety Code section 19957. (Note: The establishment of this board is pursuant to Health and Safety Code 19957.5) 113.3 Appeals Board Defined. The Housing Appeals Board, Accessible Appeals Board, and the Local Appeals Board shall, for the purposes of this code, may be one in the same and shall be referred to herein throughout this code as the Appeals Board. 113.4 Limitations on Authority. An application for appeal shall be based on a claim that the true intent of this code or the rules legally adopted thereunder have been incorrectly interpreted, the provisions of this code do not fully apply, or an equally good or better form of construction is proposed. The board shall not have the authority to waive requirements of this code. 113.5 Qualifications. In addition to the qualifications established in CBC Section 1.8.8.1, at least two members shall be physically disabled, if the Appeals Board is to hear appeals relating to accessibility issues pursuant to CBC Section 1.9.1.5 (special conditions for persons with disabilities requiring appeals action ratification; pursuant to Health and Safety Code 19957.5). Item 2B-6 Ordinance No. _____ Page 5 C. Amending Section 114 Violations. 114.4 Violation Penalties. Any person, firm or corporation violating any of the provisions, regulations, requirements, additions, amendments and/or deletions of this code is guilty of a misdemeanor and the penalty for such a misdemeanor shall be as set forth in Chapter 1.12 of the Palm Desert Municipal Code. CHAPTER 15.04 BUILDING CODE 15.04.010 Adoption of California Building Code. Except as provided in this chapter, those certain building codes known and designated as the California Building Code, Title 24, Part 2, 2022 Edition (CBC), including Appendix Chapter I, as adopted by the state of California, based on the 2021 International Building Code as published by the International Code Council, except as amended herein, shall become the “Building Code” of the City of Palm Desert for regulating the erection, construction, enlargement, alteration, repair, moving, removal, demolition, conversion, occupancy, equipment, use, height, area and maintenance of all buildings and/or structures in the city. The California Building Code, 2022 Edition, and its adopted appendices and amendments will be on file for public examination in the offices of the Building Official. CHAPTER 15.06 RESIDENTIAL CODE Sections: 15.06.010 Adoption of the California Residential Code 15.06.020 Adoption of Chapter 1, Division II, of the California Residential Code. 15.06.030 Amendments to the California Residential Code. 15.06.010 Adoption of the California Residential Code. Except as provided in this chapter, the California Residential Code, Title 24, Part 2.5, 2022 Edition (CRC), including Appendix Chapter AH as adopted by the state of California, based on the 2021 International Residential Code as published by the International Code Council (ICC), shall be and become the “Residential Code” of the City of Palm Desert, regulating construction, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, maintenance, removal and demolition of every detached one- and two-family dwelling, townhouse not more than three stories above grade within the city. The California Residential Code will be on file for public examination in the office of the Building Official. Item 2B-7 Ordinance No. _____ Page 6 15.06.020 Adoption of Chapter 1, Division II, of the California Residential Code. Except as provided in this chapter, the certain building code known and designated as the California Residential Code, Title 24, Part 2.5, 2022 Edition (CRC), as developed by the state of California, based on the 2021 International Residential Code as published by the International Code Council, shall become the administrative provisions of the City of Palm Desert for regulating the construction, erection, enlargement, alteration, repair, moving, removal, demolition, conversion, occupancy, equipment, use and maintenance of all buildings and/or structures in the city. The California Residential Code and its adopted appendices and amendments will be on file for public examination in the offices of the Building Official. 15.06.030 Amendments to the California Residential Code. A. Amending Section R105.2 Work exempt from permit. Building: 2. Fences not over 3 feet 6 inches (1,066.8 mm) high. 4. Retaining walls that are not over 3 feet 6 inches (1,066.8 mm) in height measured from the top of the footing to the top of the wall, unless supporting a surcharge or impounding Class I, II or IIIA liquids. B. Amending Section R112 Board of Appeals. R112.1 General. For all occupancies not provided for under the authority provided in the California Residential Code (CRC) Section 1.8.8.1, an appeals board shall be created, and the appeals board shall be applicable for all buildings and structures within the City of Palm Desert. R112.2 Appeals Board Defined. The Housing Appeals Board, and the Local Appeals Board shall, for the purposes of this code, may be one in the same and shall be referred to herein throughout this code as the Appeals Board. R112.3 Limitations on Authority. An application for appeal shall be based on a claim that the true intent of this code or the rules legally adopted thereunder have been incorrectly interpreted, the provisions of this code do not fully apply or an equally good or better form of construction is proposed. The board shall not have the authority to waive requirements of this code. R112.4 Qualifications. The board of appeals shall consist of members who are qualified by experience and training to pass judgement on matters pertaining to building construction and not employees of the jurisdiction. Item 2B-8 Ordinance No. _____ Page 7 R112.5 Administration. The building official shall take immediate action in accordance with the decision of the board. C. Amending Section R113 Violations. R113.4 Violation Penalties. Any person, firm or corporation violating any of the provisions, regulations, requirements, additions, amendments and/or deletions of this code is guilty of a misdemeanor and the penalty for such a misdemeanor shall be as set forth in Chapter 1.12 of the Palm Desert Municipal Code. CHAPTER 15.08 MECHANICAL CODE Sections: 15.08.010 Adoption of the California Mechanical Code. 15.08.020 Amendments to the California Mechanical Code. 15.08.010 Adoption of the California Mechanical Code. Except as provided in this chapter, the California Mechanical Code, Title 24, Part 4, 2022 Edition (CMC), including Chapter 1, Division II, and Appendix Chapters B, C, and D, as adopted by the State of California, based on the 2021 Uniform Mechanical Code as published by the International Association of Plumbing and Mechanical Officials (IAPMO), shall be and become the “Mechanical Code” of the City of Palm Desert, regulating and controlling the design, construction, installation, quality of materials, location, operation and maintenance of heating, ventilating, cooling, refrigeration systems, incinerators and other miscellaneous heat producing appliances. The California Mechanical Code is on file for public examination in the office of the Building Official. 15.08.020 Amendments to the California Mechanical Code. A. Amending Section 104 Fees. 104.5 Fees. On buildings, structures, mechanical systems or alterations requiring a permit, a fee for each permit shall be paid as required, in accordance with the scheduled as established by the applicable governing authority. B. Deleting last paragraph of Section 104.3.2 Plan Review Fees. When plans are incomplete or changed so as to require additional plan review, an additional plan review fee shall be charged at the rate shown in Table 104-5. Item 2B-9 Ordinance No. _____ Page 8 C. Amending Section 105.2.6 Reinspections. Fourth paragraph of Section 105.2.6 of the California Mechanical Code is amended to read as follows: To obtain reinspection, the applicant shall pay a reinspection fee as set forth in a fee schedule as established by the applicable governing authority. CHAPTER 15.10 ELECTRICAL CODE 15.10.010 Adoption of the California Electrical Code. Except as provided in this chapter, the California Electrical Code, Title 24, Part 3, 2022 Edition (CEC), as adopted by the state of California, based on the 2020 National Electrical Code as published by the National Fire Protection Association (NFPA), shall become the “Electrical Code” of the City of Palm Desert, regulating all installation, arrangement, alteration, repair, use and other operation of electrical wiring, connections, fixtures and other electrical appliances on premises within the city. The California Electrical Code is on file for public examination in the office of the Building Official. CHAPTER 15.12 PLUMBING CODE Sections: 15.12.010 Adoption of the California Plumbing Code. 15.12.020 Amendments to the California Plumbing Code. 15.12.010 Adoption of the California Plumbing Code. Except as provided in this chapter, the California Plumbing Code, Title 24, Part 5, 2022 Edition (CPC), including Chapter 1, Division II, and Appendices A, B, D, H, I, and J, as adopted by the State of California, based on the 2021 Uniform Plumbing Code as published by the International Association of Plumbing and Mechanical Officials (IAPMO), shall be and become the “Plumbing Code” of the City of Palm Desert, regulating erection, installation, alteration, repair, relocation, replacement, maintenance or use of plumbing systems within the city. The California Plumbing Code will be on file for public examination in the office of the Building Official. 15.12.020 Amendments to the California Plumbing Code. A. Amending Section 104 Fees. 104.5 Fees. On buildings, structures, plumbing systems or alterations requiring a permit, a fee for each permit shall be paid as required, in accordance with the scheduled as established by the applicable governing authority. Item 2B-10 Ordinance No. _____ Page 9 B. Deleting last paragraph of Section 104.3.2 Plan Review Fees. When plans are incomplete or changed so as to require additional plan review, an additional plan review fee shall be charged at the rate shown in Table 104-5. C. Amending Section 105.2.6 Reinspections. Fourth paragraph of Section 105.2.6 of the California Plumbing Code is amended to read as follows: To obtain reinspection, the applicant shall pay a reinspection fee as set forth in a fee schedule as established by the applicable governing authority. CHAPTER 15.14 ENERGY CODE 15.14.010 Adoption of the California Energy Code. That certain document in book form entitled “California Energy Code, Title 24, Part 6, 2022 Edition,” including the appendices thereof, as approved and copyrighted by the “California Building Standards Commission,” 2525 Natomas Park Drive, Suite 130, Sacramento, California, 95833-2936, prescribing regulations governing the building envelope, space-conditioning system, water-heating systems, indoor lighting systems, outdoor lighting systems, and indoor and outdoor signs installations, construction, maintenance, alteration, and repair within the city, is hereby adopted by reference as the “Energy Code” of the City of Palm Desert. The California Energy Code will be on file for public examination in the office of the Building Official. CHAPTER 15.16 SOLAR PV CODE Sections: 15.16.010 Adoption. 15.16.020 Purposes. 15.16.030 Definitions. 15.16.040 Mandatory requirements. 15.16.050 Validity. 15.16.060 Penalties and enforcement. 15.16.010 Adoption. That this chapter is hereby adopted by reference as the “Solar PV Code” of the City of Palm Desert, and from the date on which the ordinance codified in this chapter shall take effect, the provisions thereof shall be controlling within the corporate limits of the City of Palm Desert. The Solar PV Code will be on file for public examination in the office of the Building Official. Item 2B-11 Ordinance No. _____ Page 10 15.16.020 Purposes. The purposes of this chapter are to provide minimum standards to safeguard life or limb, health, property and the public welfare by regulating and controlling the design, construction, quality of materials, use and occupancy, location and maintenance of all buildings and structures within the City of Palm Desert; to encourage and instruct people to build safely and economically, rather than to discourage building; to provide a minimum or restrictive enforcement; and to encourage good building. 15.16.030 Definitions. Production Home means a dwelling constructed as part of a residential development of at least five homes per project that is intended or offered for sale. Solar PV Energy System means a photovoltaic solar collector or other photovoltaic solar energy device that has a primary purpose of providing for the collection and distribution of solar energy for the generation of alternating current rated peak electricity. The installation of any solar PV energy system must meet all installation criteria of the current edition of the California Electrical Code, and must include PV panels and inverters, which are listed by the California Energy Commission. 15.16.040 Mandatory requirements. All buildings covered by this chapter shall include the following mandatory energy measures as applicable and limited to the permitted scope of work: 1) At least one model home as part of a production home development shall be equipped with a solar PV energy system with a minimum nominal output of 2.0 kW. 2) A seller of production homes shall offer a solar PV energy system option to all customers that enter negotiations to purchase a new production home and disclose the following: a) The total installed cost of the solar PV energy system option; and b) The estimated cost savings associated with the solar energy system option as determined by current and projected future utility costs. 3) Provisions for Future Solar PV Energy Systems. A one-inch diameter electrical conduit shall be provided for installation of future solar PV energy systems. The one-inch diameter electrical conduit shall extend from a point on the exterior wall located under the southern roof exposure, to the exterior wall location adjacent to the main electrical service panel. At each location, the conduit shall terminate at a two-gang, exterior wet location rated electric junction box. Item 2B-12 Ordinance No. _____ Page 11 4) Energy Star Appliances Required. If provided by the developer, all the following installed appliances shall be Energy Star rated: a) Dishwashers. b) Refrigerators. c) Clothes washers. d) Clothes dryers (natural gas only). e) Ceiling fans. f) Exhaust fans. 15.16.050 Validity. The City Council of the City of Palm Desert hereby declares that if any section, subsection, sentence, clause or phrase of this chapter or the code hereby adopted is, for any reason, held to be unconstitutional, such decision shall not affect the validity of the remaining portions of the ordinance codified in this chapter. The City Council of the City of Palm Desert hereby declares that it would have passed the ordinance codified in this chapter, and each section, subsection, clause, or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional. 15.16.060 Penalties and enforcement. a) Each violation of the provisions of this chapter shall constitute a misdemeanor and shall be punishable by imprisonment in the County Jail for up to six months, or by a fine of up to one thousand dollars, or both. Each day that a violation continues shall be deemed a new and separate offense. b) The Building Official shall have the authority to enforce this chapter as specified in Chapter 1.12 of the Palm Desert Municipal Code, including, but not limited to, the authority to order that work be stopped where any work is being done contrary to the provisions of this chapter. CHAPTER 15.17 RESIDENTIAL SOLAR PV PERMITS CODE Sections: 15.17.010 Adoption 15.17.020 Purpose 15.17.030 Definitions 15.17.040 Mandatory requirements 15.17.050 Validity Item 2B-13 Ordinance No. _____ Page 12 15.17.010 Adoption The ordinance codified in this chapter is hereby adopted by reference as “Residential Solar PV Permits” of the City of Palm Desert, and from the date on which the ordinance codified in this chapter shall take effect, the provisions thereof shall be controlling within the corporate limits of the City of Palm Desert. 15.17.020 Purpose The purpose of this chapter is to provide for an expedited, streamlined solar permitting process that complies with the Solar Rights Act, including California Civil Code section 714 and California Government Code section 65850.5, as amended, and as outlined in the California Solar Permitting Guidebook. This action provides timely and cost-effective installations of small residential rooftop solar energy systems. This chapter encourages the use of solar systems by removing unreasonable barriers, minimizing costs to property owners and the City of Palm Desert, and expanding the ability of property owners to install solar energy systems. This chapter allows the City of Palm Desert to achieve these goals while protecting the public health and safety. 15.17.030 Definitions The following words and phrases as used in this chapter are defined as follows: Electronic submittal means the utilization of one or more of the following: 1. E-mail. 2. Internet or jurisdictional permitting software. 3. Facsimile. Small residential rooftop solar energy system means all the following: 1. A solar energy system that is no larger than ten kilowatts alternating current nameplate rating or thirty kilowatts thermal. 2. A solar energy system that conforms to all applicable state fire, structural, electrical, and other building codes as adopted or amended by the city and paragraph (iii) of subdivision (c) of Section 714 of the Civil Code, as such section or subdivision may be amended, renumbered, or redesignated from time to time. 3. A solar energy system that is installed on a single or duplex family dwelling. 4. A solar panel or module array that does not exceed the maximum legal building height as defined by the City of Palm Desert. Item 2B-14 Ordinance No. _____ Page 13 Solar energy system has the same meaning set forth in paragraphs (1) and (2) of subdivision (a) of Section 801.5 of the Civil Code, as such section or subdivision may be amended, renumbered, or redesignated from time to time. 15.17.040 Mandatory requirements Section 65850.5 of the California Government Code provides that, on or before September 30, 2015, every city, county, or city and county shall adopt an ordinance that creates an expedited, streamlined permitting process for small residential rooftop solar energy systems. Section 65850.5 of the California Government Code provides that in developing an expedited permitting process, the city, county, or city and county shall adopt a checklist of all requirements with which small rooftop solar energy systems shall comply to be eligible for expedited review. The building official is hereby authorized and directed to develop and adopt such checklist. As required by Section 65850.5, the small residential rooftop solar energy system permit process to be adopted by the building official, including the standard plan(s), and checklist(s), shall substantially conform to recommendations for expedited permitting contained in the most current version of the California Solar Permitting Guidebook adopted by the Governor’s Office of Planning and Research. The checklist shall be published on the city’s Internet website. The applicant may submit the permit application and associated documentation to the City’s Permitting Center in person, mailed, or electronic submittal together with any required permit processing and inspection fees. In the case of electronic submittal, the electronic signature of the applicant on all forms, applications and other documentation may be used in lieu of a wet signature. Prior to submitting an application, the applicant shall: A. Verify to the applicant’s reasonable satisfaction and through the use of standard engineering evaluation techniques that the support structure for the small residential rooftop solar energy system is stable and adequate to transfer all wind, seismic, and dead and live loads associated with the system to the building foundation; and B. At the applicant’s cost, verify to the applicant’s reasonable satisfaction using standard electrical inspection techniques that the existing electrical system including existing line, load, grounding and bonding wiring, as well as main panel and subpanel sizes, are adequately sized, based on the existing electrical system’s current use, to carry all new photovoltaic electrical loads. For a small residential rooftop solar energy system eligible for expedited review, only one inspection shall be required, which shall be done in a timely manner and may include a consolidated inspection by the Building Official and Fire Chief. If a small residential rooftop solar energy system fails inspection, a subsequent inspection is authorized; Item 2B-15 Ordinance No. _____ Page 14 however, the subsequent inspection need not conform to the requirements of this subsection. An application that satisfies the information requirements in the checklist, as determined by the Building Official, shall be deemed complete. Upon receipt of an incomplete application, the building official shall issue a written correction notice detailing all deficiencies in the application and any additional information required to be eligible for expedited permit issuance. Upon confirmation by the Building Official of the application and supporting documentation being complete and meeting the requirements of the checklist, the building official shall, in a timely manner, administratively approve the application and issue all required permits or authorizations. Such approval does not authorize an applicant to connect the small residential rooftop energy system to the local utility provider’s electricity grid. The applicant is responsible for obtaining such approval or permission from the local utility provider. A city, county, or city and county shall not condition approval for any solar energy system permit on the approval of a solar energy system by an association, as that term is defined in Section 4080 of the Civil Code. 15.17.050 Validity The City Council of the City of Palm Desert hereby declares that should any section, subsection, sentence, clause or phrase of this chapter or the code hereby adopted is, for any reason, held to be unconstitutional, such decision shall not affect the validity of the remaining portions of the ordinance codified in this chapter. The City Council of the City of Palm Desert hereby declares that it would have passed the ordinance codified in this chapter, and each section, subsection, clause, or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses, and phrases be declared unconstitutional. CHAPTER 15.18 GREEN BUILDING STANDARDS CODE 15.18.010 Adoption of the California Green Building Standards Code. That certain document in book form entitled California Green Building Standards Code, Title 23 Part 11, Chapters 4 and 5, known as CALGreen, as amended, (CGBSC), copyrighted by the “California Building Standards Commission,” 2525 Natomas Park Drive, Suite 130, Sacramento, California, 95833-2936, prescribing regulating public health, safety and general welfare by enhancing the design and construction of buildings through the use of building concepts having a reduced negative impact, or positive environmental impact and encouraging sustainable construction practice within the city, are hereby adopted by reference as the “Green Building Code” of the City of Palm Desert, and from the date on which the ordinance codified in this chapter shall take effect, the Item 2B-16 Ordinance No. _____ Page 15 provisions thereof shall be controlling within the corporate limits of the City of Palm Desert. The California Green Building Standards Code will be on file for public examination in the office of the Building Official. CHAPTER 15.20 HISTORICAL CODE 15.20.010 Adoption of the California Historical Building Code. Except as provided in this chapter, the California Historical Building Code, Title 24, Part 8, 2022 Edition, (CHBC), copyrighted by the “California Building Standards Commission,” 2525 Natomas Park Drive, Suite 130, Sacramento, California, 95833-2936, prescribing regulations for the preservation, restoration, rehabilitation, relocation or reconstruction of buildings or properties designated as qualified historical building or properties within the city, are hereby adopted by reference as “the Historical Code” of the City of Palm Desert, and from the date on which the ordinance codified in this chapter shall take effect, the provisions thereof shall be controlling within the corporate limits of the City of Palm Desert. The California Historical Building Code will be on file for public examination in the office of the Building Official. CHAPTER 15.22 HOUSING CODE 15.22.010 Adoption of the Uniform Housing Code. Except as provided in this chapter, known and designated as the Uniform Housing Code, 1997 Edition, (UHC), continues as the adopted reference in the state Housing Law, Title 25, CCR, Division 1, Chapter 1, Subchapter 1, Section 32 for the enforcement of use, maintenance and occupancy requirements by local code enforcement agencies. The Housing Code will be on file for public examination in the office of the building official. (Ord. 1351 § 2, 2019) 15.22.020 Amendments. The Uniform Housing Code, 1997 Edition, (UHC), with California amendments in the state Housing Law, Title 25, CCR, Division 1, Chapter 1, Subchapter 1, Section 32. Only Chapters 4, 5, 6 and Sections 701.2 and 701.3 of the 1997 UHC are adopted and applicable. (Ord. 1351 § 2, 2019) CHAPTER 15.24 EXISTING BUILDING CODE 15.24.010 Adoption of the California Existing Building Code Except as provided in this chapter, the California Existing Building Code, Title 24, Part 10, 2022 Edition, (CEBC), based on the 2021 International Existing Building Code, as Item 2B-17 Ordinance No. _____ Page 16 adopted by the State of California, as published by the International Code Council (ICC), shall become the “Existing Building Code” of the City of Palm Desert for the purpose of regulating the Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings, in existing buildings in the City. The California Existing Building Code will be on file for public examination in the office of the Building Official. CHAPTER 15.26 FIRE CODE Section: 15.26.010 Adoption of the California Fire Code 15.26.060 Outdoor Fires Prohibited 15.26.010 Adoption of the California Fire Code Section 1 FINDINGS. The City of Palm Desert finds the following: A. Every three years the state of California adopts a new California Fire Code, as part of the California Building Standards Code, which becomes effective as to Riverside County one hundred eighty days after publication by the California Building Standards Commission. B. The International Fire Code has been published and adopted, as amended, by the California Building Standards Commission into the California Code of Regulations as Title 24, Part 9, titled the California Fire Code. C. Riverside County may establish more restrictive standards reasonably necessary to provide fire protection for life and property because of local climatic, geological, or topographical conditions. D. Riverside County has an arid climate with annual rainfall varying from three inches in Blythe to over thirty-three inches in Pine Cove. The County also experiences annual hot, dry Santa Ana Winds, which contribute to fires spreading quickly throughout the County. E. A variety of regions exist within Riverside County including deserts, mountains, brush covered wild lands, the Salton Sea, and agricultural lands. Additionally, elevations within Riverside County range from three hundred feet below sea level to mountains over ten thousand feet. This variety in regions contributes to an increased emergency response time, which necessitates cooperation between local agencies. F. Riverside County contains a large number of sensitive habitats for various species and vegetation, consists of large open space areas between major urban centers and includes landscapes varying from mountains and hills to valleys and deserts. These Item 2B-18 Ordinance No. _____ Page 17 conditions impact building and structure location, which impedes emergency access and response. G. Riverside County extends from Orange County to the state of Arizona and is mixed with congested urban areas, rural lands and wild lands, which increase Riverside County Fire Department response times to emergencies. H. Two major earthquake faults, the San Andreas Fault and the San Jacinto Fault, bisect Riverside County and numerous minor faults exist throughout it. As a result, a substantial amount of property and persons located in Riverside County are likely to be impacted by earthquakes and will require emergency response and rescue. I. The topography within Riverside County extends from flat to twenty-five percent slope for habitable land, which causes buildings and structures to be located in unique areas that impact emergency response and access. J. In addition to earthquakes, a substantial amount of property and persons located in Riverside County are likely to be impacted by landslides, wind erosion, blown sand, flooding and wildfires because of the County’s unique climatic, geological, and topographical conditions. K. The additional requirements included herein are necessary to properly protect the health, safety and welfare of the residents and workers of Riverside County. L. Revenue shortages make it difficult to locate additional fire stations and provide staffing sufficient to control fires in single and multi-story retail, commercial and industrial buildings, making enhanced built-in protection necessary. M. The sections of the California Fire Code may be referred to by the same number used in said published compilation preceded by the words “Riverside County Fire Code Section” or “Fire Code Section.” 2022 CODE SECTION TITLE/SUBJECT FINDINGS I, II, III 101.4 Severability Administrative 102.5 Application of residential code I, II & III 104.1.1 Authority of the Fire Chief and Fire Department Administrative 104.7 and 104.7.1 Liability Administrative 104.13 Authority of the Fire Chief to close hazardous fire areas Administrative 107.2 Schedule of permit fees Administrative 107.7 Cost Recovery Administrative 111.1 Board of Appeals established Administrative 112.4 Violation and Penalties Administrative 202 Fire Chief Administrative 308.1.6.3 Sky Lanterns or similar devices I, II & III 503.2.1 Dimensions Administrative 503.2.2 Authority Administrative 503.6.1 Automatic opener Administrative Item 2B-19 Ordinance No. _____ Page 18 503.7 Loading areas and passenger drop-off areas Administrative 507.5.7 Fire hydrant size and outlets I & III Table Continued 2022 CODE SECTION TITLE/SUBJECT FINDINGS I, II, III 507.5.8 Fire hydrant street marker I, II & III 508.1, 508.1.1, 508.1.3 Fire command center I, II & III 509.2.1 Minimum clearances I & III 608.11.1.2 Manual operation II & III 903.2 Where required (automatic sprinkler systems) I, II & III 903.3.5.3 Hydraulically calculated systems I & II 3204.2.1 Minimum requirements for client leased or occupant owned warehouses Administrative 4904.2.1 High Fire Hazard Severity Zone Maps Administrative App Ch B, Table B105.2 Fire-Flow - Buildings other than one- or two-family dwellings I, II & III App Ch C, C103.1 Hydrant spacing I, II & III Section 2 PURPOSE. The purpose of this chapter is to adopt the 2022 California Fire Code, California Code of Regulations, Title 24, Part 9, as amended, to govern the safeguarding of life and property from fire, explosion hazards and hazardous conditions and to regulate the issuance of permits and collection of fees. Section 3 AUTHORITY. This chapter is adopted pursuant to Health and Safety Code Sections 17958, 17958.5, 17958.7 and 18941.5 which allow a city or county to adopt modifications or changes to the California Fire Code that are reasonably necessary because of local climatic, geological, and topographical conditions. Section 4 APPLICATION AND ADOPTION OF THE CALIFORNIA FIRE CODE. Except as stated in this section or as amended below in subsection E of this section, all of the provisions and appendices of the 2022 California Fire Code, inclusive of all of the inclusions and exclusions set forth in each chapter’s matrix, are hereby adopted and shall apply to the City of Palm Desert. In addition, the following provisions that are excluded in the 2022 California Fire Code are hereby adopted - Chapter 1, Division II of the California Fire Code is hereby adopted, except that Sections 103.2 and 111.3 are not adopted, and Chapters 3,25, and Sections 403.11, 503, 510.2, 1103.2 and 5707 are adopted. Section 5 AMENDMENTS TO THE CALIFORNIA FIRE CODE: A. SCOPE OF GENERAL REQUIREMENTS 1. Section 101.4 of the California Fire Code is deleted in its entirety and replaced with Item 2B-20 Ordinance No. _____ Page 19 the following: 101.4 Severability. If any provision, clause, sentence or paragraph of this ordinance or the application thereof to any person or circumstances shall be held invalid, such invalidity shall not affect the other provisions of this ordinance which can be given effect without the invalid provision or application, and to this end, the provisions of this ordinance are hereby declared to be severable. B. APPLICABILITY 1. Section 102.5 of the California Fire Code is amended as follows: 102.5 Application of residential code. Where structures are designed and constructed in accordance with the California Residential Code, the provisions of this code shall apply as follows: 1. Construction and design provisions of this code pertaining to the exterior of the structure shall apply including, but not limited to, premises identification, fire apparatus access and water supplies. Where interior or exterior systems or devices are installed, construction permits required by Section 105.6 of this code shall apply. 2. Administrative, operational and maintenance provisions of this code shall apply. 3. Automatic fire sprinkler system requirements of this code shall apply to detached accessory buildings 3,000 square feet or greater in accordance with Section 903.2. The provisions contained in Section 903.2.18 of the California Fire Code or Section R309.6 of the California Residential Code may be used for the design of the automatic fire sprinkler system for detached private garages. C. GENERAL AUTHORITY AND RESPONSIBILITIES 1. A new Section 104.1.1 is added to Section 104.1 of the California Fire Code to read as follows: 104.1.1 Authority of the Fire Chief and Fire Department 1. The Fire Chief is authorized and directed to enforce all applicable State fire laws and provisions of this ordinance and to perform such duties as directed by the city Council. 2. The Fire Chief is authorized to administer, interpret, and enforce this ordinance. Under the Fire Chief’s direction, the Riverside County Fire Department is authorized to enforce ordinances of the city of Palm Desert pertaining to the following: Item 2B-21 Ordinance No. _____ Page 20 2.1 The prevention of fires. 2.2 The suppression or extinguishment of dangerous or hazardous fires. 2.3 The storage, use and handling of hazardous materials. 2.4 The installation and maintenance of automatic, manual, and other private fire alarm systems and fire extinguishing equipment. 2.5 The maintenance and regulation of fire escapes. 2.6 The maintenance of fire protection and the elimination of fire hazards on land, in buildings, structures and other property, including those under construction. 2.7 The maintenance of means of egress. 2.8 The investigation of the cause, origin and circumstances of fire and unauthorized releases of hazardous materials. 3. The following persons are hereby authorized to interpret and enforce the provisions of this ordinance and to make arrests and issue citations as authorized by law: 3.1 The Unit Chief, Peace Officers and Public Officers of the California Department of Forestry and Fire Protection. 3.2 The Fire Chief, Peace Officers, and Public Officers of the Riverside County Fire Department. 3.3 The Riverside County Sheriff and any deputy sheriff. 3.4 The Police Chief and any police officer of any city served by the Riverside County Fire Department. 3.5 Officers of the California Highway Patrol. 3.6 Code Officers of the City of Palm Desert Code Enforcement Department. 3.7 Peace Officers of the California Department of Parks and Recreation. 3.8 The law enforcement officer of the Federal Bureau of Land Management. 2. Sections 104.7 and 104.7.1 are deleted in their entirety and replaced with the following: 104.7 Liability. Any liability against Riverside County or the City of Palm Desert or any officer or employee for damages resulting from the discharge of their duties shall be as provided by law. 3. A new section 104.13 is added to Section 104 of the California Fire Code to read as follows: 104.13 Authority of the Fire Chief to close hazardous fire areas. Except upon National Forest Land, the Fire Chief is authorized to determine and announce the closure of any hazardous fire area or portion thereof. Any closure by the Fire Chief for a period of more than fifteen (15) calendar days must be approved by the Riverside County Board of Supervisors and/or the City Council within fifteen (15) calendar days of the Fire Chief’s original order of closure. Upon such closure, no person shall go in or be upon any Item 2B-22 Ordinance No. _____ Page 21 hazardous fire area, except upon the public roadways and inhabited areas. During such closure, the Fire Chief shall erect and maintain at all entrances to the closed area sufficient signs giving notice of closure. This section shall not prohibit residents or owners of private property within any closed area, or their invitees, from going in or being upon their lands. This section shall not apply to any entry, in the course of duty, by a peace officer, duly authorized public officer or fire department personnel. For the purpose of this section, “hazardous fire area” shall mean public or private land that is covered with grass, grain, brush or forest and situated in a location that makes suppression difficult resulting in great damage. Such areas are designated on Hazardous Fire Area maps filed with the office of the Fire Chief. D. FEES 1. Section 107.2 of the California Fire Code is deleted in its entirety and replaced with the following: 107.2 Schedule of permit fees. Fees for services and permits shall be as set forth in the city of Palm Desert fee schedule. 1. A new Section 107.7 is added to Section 106 of the California Fire Code to read as follows: 107.7 Cost recovery. Fire suppression, investigation, rescue, or emergency medical costs are recoverable in accordance with Health and Safety Code Sections 13009 and 13009.1, as may be amended from time to time. Additionally, any person who negligently, intentionally or in violation of law causes an emergency response, including, but not limited to, a traffic accident, spill of toxic or flammable fluids or chemicals is liable for the costs of securing such emergency, including those costs pursuant to Government Code Section 53150, et seq., as may be amended from time to time. Any expense incurred by the Riverside County Fire Department for securing such emergency shall constitute a debt of such person and shall be collectable by Riverside County in the same manner as in the case of an obligation under contract, express or implied. E. BOARD OF APPEALS 1. Section 111.1 of the California Fire Code is deleted in its entirety and replaced with the following: 111.1 Board of appeals established. The Board of Appeals shall be the City Manager. If he or she determines an outside board is needed, he or she shall designate an outside hearing officer to hear the appeal. The Fire Chief shall be notified of any appeal and the Fire Chief or designee shall be in attendance at the appeal hearing. Depending on the subject of the appeal, specialized expertise may be solicited, at the expense of the applicant, for the purpose of providing input to the Appeals Board. Item 2B-23 Ordinance No. _____ Page 22 F. VIOLATIONS 1. Violations. Section 110.4 of the California Fire Code is deleted in its entirety and replaced with the following: 112.4 Violation and penalties. It shall be unlawful for any person, firm, corporation, or association of persons to violate any provision of this ordinance, or to violate the provisions of any permit granted pursuant to this code or Ordinance. Punishments and penalties for violations shall be in accordance with the City of Palm Desert ordinances, fee schedule and Health and Safety Code Sections 17995 through 17995.5. G. DEFINITIONS 1. Definition. Section 202, definition of “Fire Chief” in the California Fire Code is deleted in its entirety and replaced with the following: FIRE CHIEF. The Fire Chief of Riverside County or the Fire Chief’s designee. H. OPEN FLAMES 1. Open Flames. Section 308.1.6.3 of the California Fire Code is deleted in its entirety and replaced with the following: 308.1.6.3 Sky lanterns or similar devices. A person shall not release or cause to be released a sky lantern or similar device. I. FIRE APPARATUS ROADS 1. Section 503.2.1 of the California Fire Code is deleted in its entirety and replaced with the following: 503.2.1 Dimensions. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet (7315 mm), exclusive of shoulders, except for approved security gates in accordance with Section 503.6, and an unobstructed vertical clearance of not less than 13 feet 6 inches (4115 mm). For additional requirements or alternatives see Riverside County Fire Department Standards and Policies, as may be amended from time to time. 1. Section 503.2.2 of the California Fire Code is deleted in its entirety and replaced with the following: 503.2.2 Authority. The fire code official shall be the only authority authorized to designate fire apparatus access roads and fire lanes and to modify the minimum fire lane access widths for fire or rescue operations. Item 2B-24 Ordinance No. _____ Page 23 1. A new Section 503.6.1 is added to Section 503.6 of the California Fire Code to read as follows: 503.6.1 Automatic opener. New motorized gates shall be provided with means to be automatically opened remotely by emergency vehicle in accordance with Riverside County Fire Department Standards and Policies, as may be amended from time to time. Exception: Gates serving individual one- and two-family dwelling parcels. 4. A new Section 503.7 is added to Section 503 of the California Fire Code to read as follows: 503.7 Loading areas and passenger drop-off areas. On private properties, where fire apparatus access roads are utilized for loading or unloading or utilized for passenger drop-off or pick-up, an additional eight (8) feet of width shall be added to the minimum required width for the fire apparatus access road. J. FIRE PROTECTION AND WATER SUPPLIES 1. A new Section 507.5.7 is added to Section 507 of the California Fire Code to read as follows: 507.5.7 Fire hydrant size and outlets. As determined by the fire code official, fire hydrant sizes and outlets shall be based on the following: 1. Residential Standard – one (1) four (4) inch outlet and one (1) two and half (2 ½) inch outlet. 2. Super Hydrant Standard – one (1) four (4) inch outlet and two (2) two and one half (2 ½) inch outlet. 3. Super Hydrant Enhanced – two (2) four (4) inch outlet and one (1) two and one half (2 ½) inch outlet. 2. A new Section 507.5.8 is added to Section 507 of the California Fire Code to read as follows: 507.5.8 Fire hydrant street marker. Fire hydrant locations shall be visually indicated in accordance with Riverside County Fire Department Technical Policy 06-11, as may be amended from time to time. Any hydrant marker damaged or removed during the course of street construction or repair shall be immediately replaced by the contractor, developer or person responsible for removal or damage. K. Fire Command Center. 1. Section 508.1 of the California Fire Code is deleted in its entirety and replaced with the following: Item 2B-25 Ordinance No. _____ Page 24 508.1 General. Where required by other sections of this code and in all buildings classified as high-rise buildings by the California Building Code, in all buildings greater than 300,000 square feet in area and in Group I-2 occupancies having occupied floors located more than 75 feet above the lowest level of fire department vehicle access, a fire command center for fire department operations shall be provided and comply with Sections 508.1.1 through 508.1.7. 2. Section 508.1.1 of the California Fire Code is deleted in its entirety and replaced with the following: 508.1.1 Location and access. The fire command center shall be located adjacent to the main lobby and shall be accessible from fire department vehicular access or as approved by the fire code official. The room shall have direct access from the building exterior at the lowest level of fire department access. 3. Section 508.1.3 of the California Fire Code is amended as follows: 508.1.3 Size. The fire command center shall be not less than 0.015 percent of the total building area of the facility served or 200 square feet (19 m2) in area, whichever is greater, with a minimum dimension of 0.7 times the square root of the room area or 10 feet (3048 mm), whichever is greater. Exception: A fire command center solely required because a building is greater than 300,000 square feet in area shall be a minimum of 96 square feet (9 m2) with a minimum dimension of 8 feet (2438mm). L. FIRE PROTECTION AND UTILITY EQUIPMENT IDENTIFICATION AND LOCATION 1. Section 509.2.1 of the California Fire Code is amended to add the following: 509.2.1 Minimum clearances. A 3-foot (914 mm) clear space shall be maintained around the circumference of exterior fire protection system control valves, or any other exterior fire protection system component that may require immediate access, except as otherwise required or approved. M. MECHANICAL REFRIGERATION 1. Section 608.11.1.2 of the California Fire Code is deleted in its entirety and replaced with the following: 608.11.1.2 Manual operation. When required by the fire code official, automatic crossover valves shall be capable of manual operation. The manual valves shall be located in an approved location immediately outside of the machinery room in a secure metal box or equivalent and marked as Emergency Controls. Item 2B-26 Ordinance No. _____ Page 25 N. AUTOMATIC FIRE SPRINKLER SYSTEMS 1. Section 903.2 of the California Fire Code is deleted in its entirety and replaced with the following: 903.2 Where required. In all new buildings and structures which are 3,000 square feet or greater, or where the combination of new additional square footage and existing square footage exceeds 3,000 square feet, an approved automatic sprinkler system shall be provided regardless of occupancy classification. The fire-resistive walls shall not be considered for reducing the fire area of the building and structures for the purposes of this section. Where the Sections 903.2.1 – 903.2.21 of the California Fire Code require more restrictive requirements than those listed below, the more restrictive requirement shall take precedence Exception: Unless required elsewhere in this code or the California Building Code, automatic fire sprinkler systems shall not be required for the following: 1. Detached Group U occupancies used for agricultural purposes constructed in accordance with the California Building Code. 2. Detached non-combustible equestrian arena shade canopies that are open on all sides and used for riding only - no commercial, assembly or storage uses. 3. Detached fabric or non-combustible shade structures that are open on all sides and used to shade playground equipment, temporary storage of vehicles and dining areas with no cooking. 4. Where determined by the Fire Chief that no major life safety hazard exists, and the fuel load does not pose a significant threat to firefighter safety or to other structures or property, automatic fire sprinklers may be exempted. One- and two-family dwellings shall have an automatic fire sprinkler system regardless of square footage in accordance with the California Residential Code. Fire sprinkler systems shall be installed in mobile homes, manufactured homes, and multifamily manufactured homes with two dwelling units in accordance with Title 25 of the California Code of Regulations. The following exceptions in the California Fire Code shall not be allowed: a. Exception in Section 903.2.3 b. Exception 2 in Section 903.2.11.3 2. A new Section 903.3.5.3 is added to Section 903 of the California Fire Code to read as follows: Item 2B-27 Ordinance No. _____ Page 26 903.3.5.3 Hydraulically calculated systems. The design of hydraulically calculated fire sprinkler systems shall not exceed 90% of the water supply capacity. O. DESIGNATION OF HIGH-PILED STORAGE 1. A new section is added to Section 3204.2 of the California Fire Code to read as follows: 3204.2.1 Minimum requirements for client leased or occupant owned warehouses. Designs of an automatic sprinkler system for client leased or occupant owned buildings containing high pile storage shall be based on the requirements of NFPA 13. The responsible fire protection engineer shall perform a survey of the building to determine commodity classification, storage configuration, building height and other information related to the development of an appropriate sprinkler system design. The fire protection engineer shall also make reasonable efforts to meet with the building owner or operator to understand seasonal or customer related fluctuations to the stored commodities, storage height, and configuration. The sprinkler design shall be based on the most demanding requirements determined through the onsite survey and discussions with the building owner or operator. The technical report shall describe the basis for determining the commodity and sprinkler design selection, how the commodities will be isolated or separated, and include references to the design document(s), including NFPA 13 or the current applicable factory mutual data sheets. If a specific fire test is used as the basis of design, a copy of the fire test report shall be provided at the time of plan review. P. FIRE HAZARD SEVERITY ZONES 1. A new Section 4904.3 is added to Section 4904 of the California Fire Code to read as follows: 4904.3 High Fire Hazard Severity Zone Maps. In accordance with Government Code Sections 51175 through 51189, Very High Fire Hazard Severity Zones (VHFHSZ), located in the Local Responsibility Areas (LRA), are designated as shown on the most recently published VHFHSZ IN LRA map, as recommended and published by the Director of the California Department of Forestry and Fire Protection (CAL FIRE), which may be revised from time to time. The most recent VHFHSZ IN LRA map is on file at the office of the Fire Chief, which supersedes other maps previously adopted designating high fire hazard areas. Q. APPENDIX B 1. Table B105.2 of the California Fire Code is amended as follows: TABLE B105.2 - REQUIRED FIRE-FLOW FOR BUILDINGS OTHER THAN ONE- AND TWO-FAMILY DWELLINGS, GROUP R-3 AND R-4 BUILDINGS AND TOWNHOUSES AUTOMATIC SPRINKLER SYSTEM Item 2B-28 Ordinance No. _____ Page 27 AUTOMATIC SPRINKLER SYSTEM (Design Standard) MINIMUM FIRE- FLOW (gallons per minute) FLOW DURATION (hours) No automatic sprinkler system Value in Table B105.1(2) Duration in Table B105.1(2) Section 903.3.1.1 of the California Fire Code 50% of the value in Table B105.1(2) Duration in Table B105.1(2) at the reduced flow rate Section 903.3.1.2 of the California Fire Code 50% of the value in Table B105.1(2) Duration in Table B105.1(2) at the reduced flow rate For SI: 1 gallon per minute = 3.785 L/m. a. The reduced fire-flow shall be not less than 1,000 gallons per minute. b. The reduced fire-flow shall be not less than 1,500 gallons per minute. R. APPENDIX C 1. Section C103.1 of the California Fire Code is deleted in its entirety and replaced with the following: C103.1 Hydrant spacing. Fire apparatus access roads and public streets providing required access to buildings in accordance with Section 503 of the International Fire Code shall be provided with one or more fire hydrants, as determined by Section C102.1. Where more than one fire hydrant is required, the distance between required fire hydrants shall be in accordance with Sections C103.2 and C103.3. Fire hydrants shall be provided at street intersections. CHAPTER 15.28 ADDRESS NUMBERING Sections: 15.28.010 Rules and regulations for street address numbers 15.28.020 Street address numbers size and height 15.28.025 Entrance numbers 15.28.030 Street address numbers responsibility 15.28.040 Street address numbers designation 15.28.050 Correcting erroneous numbers 15.28.060 Unnumbered buildings and obliterated/obstructed numbers 15.28.070 Violation—Penalty. 15.28.010 Rules and regulations for street address numbers The Building Official shall adopt such reasonable rules and regulations as are necessary to implement the street address number provisions of this article codified in this chapter. Item 2B-29 Ordinance No. _____ Page 28 15.28.020 Street address numbers size and height The City of Palm Desert, Building and Safety Division, shall provide a street address to all buildings used for residential, commercial, industrial, institutional, or governmental purposes. New and existing buildings shall have approved street address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. The minimum dimensions of any street address number designated by the Building Official shall be as shown in Table 15.28.020A. Stroke of Line – Helvetica Bold or Equal. Design (including shape and style) as well as location of the street address numbers shall be such that they are legible and easily readable. The Building Official may prescribe a street address number larger in size than stated in Table 15.28.020A when determined that lighting conditions, building locations, shadows, background, or readable from the street or approach to the entrance. A street address number of unusual design or placement may not be employed without prior written approval of the Building Official. 15.28.025 Entrance numbers All entrance numbers from the public streets or parking lots in the city to residential, commercial, or multiple tenant buildings shall be numbered as hereafter provided. Building address number and or suite unit number of each and every entrance shall be placed upon, or immediately above or adjacent to the door or gate closing of said entrance where multi-numbered street addresses exist on a site. Single numbered street addresses on a building will only require the suite number immediately above or adjacent to the door or gate of said entrance. Each figure of said number shall be no less than four inches in height and of corresponding width. (See Section 15.28.020.) The owner, agent TABLE 15.28.020A Distance From Street to Building Minimum Figure Size Over To Height Width Stroke of Line Building Placement (Maximum Height) 0’ 10’ 6” 2” ½” 8’ 11’ 25’ 6” 2 ¼” ½” 10’ 26’ 35’ 7” 2 ½” ½” 12’ 36’ 45’ 10” 3” ⅝” 14’ 46’ 55’ 10” 3 ½” ¾” 16’ 56’ 65’ 10” 4” ¾” 18’ 66’ 75’ 10” 4 ½” ⅞” 20’ 76’ 85’ 12” 5” 1” 22 86’ 95’ 12” 5 ½” 1 ⅛” 24’ 96’ 200’ 12” 6” 1 ¼” 26’ Item 2B-30 Ordinance No. _____ Page 29 or other person shall cause said building to be numbered in accordance with the building official or designee within thirty days. Results of the Building Official’s decision shall be filed with each address record. Exception: Numbers for single family residences less than thirty feet from the curb to front of building may be a minimum of four inches high by one and one-half inches wide. Notwithstanding the above, the Building Official may set forth different standards on a case-by-case consideration to comply with the intent of this chapter. 15.28.030 Street address numbers responsibility Every person having ownership, possession, custody, control or charge of any building structure or parking lot shall have and maintain the established street address number thereon upon or near each entrance from a street of the city, and from any other public access way, in the manner and location designated by the building official or designee. “Access way” shall include, but not be limited to, any alley, stairway, driveway, or walkway. 15.28.040 Street address numbers designation Installation, change, substitution, or removal of any existing or subsequently designated street address number shall be completed within thirty days after receipt by the owner, occupant, lessee, tenant, subtenant, fiduciary or custodian of such building, structure or parking lot, or any person or agent in charge thereof, of a written notice containing appropriate instructions therefor, from the Building Official. 15.28.050 Correcting erroneous numbers In cases where incorrect numbers have been placed and remain or shall hereafter be placed on any house or building, the owner, agent, or other person shall, upon notification by the Building Official, correct the erroneous numbers within thirty days after official notification. 15.28.060 Unnumbered buildings and obliterated/obstructed numbers In cases where a building or structure remains unnumbered or where a building or structure may have been numbered and the number since lost or destroyed or defaced as to be unintelligible from right-of-way, the owner, agent, or other person will cause said building or structure to be numbered in accordance with the official notification of the building official within thirty days. All numbered street addresses must be kept clear from all obstructions, including, but not limited to, vegetation, signs, banners, and vehicles. 15.28.070 Violation—Penalty It is unlawful for any person to violate any provision or fail to comply with any of the requirements of this chapter. Any person violating any provision of the chapter or failing Item 2B-31 Ordinance No. _____ Page 30 to comply with any of the requirements is deemed guilty of a violation of Chapter 1.12 of the code of Palm Desert, California. CHAPTER 15.30 CONSTRUCTION SITE SECURITY Sections: 15.30.010 Construction site security 15.30.020 New construction 15.30.030 Requirements to receive a building permit. 15.30.010 Construction site security A. The owner, contractor or responsible party constructing a new building, addition, alteration, or demolition to an existing building shall maintain security measures as deemed necessary or as required by the Building Official to control vandalism, fires, blowing dust, sand, or debris. B. Perimeter security fencing is required along all property lines. Fencing shall be a minimum six feet high with a minimum ninety-four percent blackout heavy-duty plastic screening. The number of access points onto the site shall be minimized, and where feasible, situated in locations that are highly visible from an adjacent street. Vehicle and pedestrian gates and openings shall have gates secured after hours of operation. Locking gates shall be secured with minimum 3/8-inch thick, 30-grade coil chain, or minimum 5/16-inch cable. The perimeter security fencing shall be maintained and remain in place through the duration of the project or until a permanent wall/fencing is installed. C. The owner, contractor or responsible party constructing a new building, addition, alteration, or demolition to an existing building shall keep the construction site clean by having adequately sized discarded materials containers placed on the site for the depositing of discarded materials. For the purpose of this section, discarded materials shall have the same meaning as in Chapter 8.16, and shall include those substances that may be accumulated as a result of construction activities. D. In accordance with Section 15.18.010 the owner, contractor or responsible party will meet diversion requirements as specified in Chapters 4 and 5 of the California Green Building Code, 23 CCR, Part 11. Containers, as defined in Chapter 8.16 of this municipal code, shall remain on the construction site until the building inspector has completed the final inspection or has approved the removal of the container. Said container shall be emptied of its contents on a regular schedule or as ordered by the building inspector in order to avoid blowing debris or other public nuisances. Item 2B-32 Ordinance No. _____ Page 31 E. Disposal shall be by transportation to a legally established recovery, processing, or disposal site by the city’s franchise waste hauler or other person authorized by law to remove any container from the location where the person in charge for storage and collection placed the container. F. Refusal to comply with the provisions of this section shall be deemed a misdemeanor or infraction and is punishable as stipulated in Chapter 1.12 of this code. The noncompliance can be sufficient cause for the revocation of the issued building permit. 15.30.020 New construction Persons applying for a permit from the city for new construction and building additions and alternations shall comply with the adequate container space requirements of Section 8.12.030 and applicable required components of the California Green Building Standards Code, 24 CCR, Part 11, known as CALGreen, as amended, if its project is covered by the scope of CALGreen. If the requirements of CALGreen are more stringent than the container enclosure requirements of Section 8.12.030, the CALGreen requirements shall apply. 15.30.030 Requirements to receive a building permit Prior to the issuance of a building permit for all new projects requiring a building permit, the proponent of the project shall obtain the review and approval of the city manager or their designee of a plan depicting the recyclable materials and/or organic materials collection area or areas for the project. The plan shall comply with the following provisions: A. Location. recyclable materials and/or organic materials collection areas may be located either indoors or outdoors and may be included as part of the same enclosure where solid waste is collected. In no case shall any recyclable materials and/or organic materials collection area be farther from a dwelling unit or structure than the solid waste collection area which serves the same dwelling unit or structure. B. Signage. Collection areas and containers shall be clearly labeled to indicate the type and condition of discarded materials accepted. C. Space Allocation Based on an Approved Recycling Plan. In lieu of having specific collection area space allocation tables or formulas, and to allow maximum flexibility, a recycling plan may be submitted by the applicant which details the recyclable materials and/or organic materials collection system from the individual workstations to the final collection area and/or the size of interim and final collection areas (which must be minimum of one hundred twenty-eight square feet) and type of materials collected. Item 2B-33 Ordinance No. _____ Page 32 CHAPTER 15.32 MOVED BUILDINGS AND TEMPORARY STRUCTURES Sections: 15.32.010 Permits required 15.32.020 Application and investigation fee 15.32.030 Investigation and report 15.32.040 Denial of permit 15.32.050 Security required 15.32.060 Conditions of security 15.32.070 Permit issuance and fees 15.32.080 General requirements 15.32.090 Expiration of permits 15.32.110 Procedure upon default 15.32.120 Release of security 15.32.010 Permits required It is unlawful for any person, firm or corporation to move or cause to be moved any building or structure excepting a contractor’s tool house, construction office, or similar structure, which is relocated as construction requires, into or within the city without first obtaining a permit to do so from the Building Official. Exception: Buildings moved to the business premises of a house for the purpose of temporary storage. 15.32.020 Application and investigation fee To obtain a permit to relocate a building or structure the applicant shall first file an application therefore as required by California Building Code. The Building Official may require plans, photographs, and other data to substantiate the application. Each application shall be accompanied by an investigation fee to cover the costs of processing the application, inspecting the building and premises, and handling other matters connected therewith. Such fee shall be nonrefundable. If the building to be moved is located outside the city, the applicant shall pay an additional fee to cover increased costs of inspection and mileage. 15.32.030 Investigation and report The Building Official may cause an investigation to be made of each building or structure for which an application for a relocation permit has been received. A written report shall be prepared based on such inspection, and a copy of the report shall be given to the applicant. This report shall contain the approval or disapproval by the Building Official for relocating the building. If approved for relocation, the report may list the requirements and corrections necessary for making the building conform to the codes adopted herein. Item 2B-34 Ordinance No. _____ Page 33 In granting an approval for relocation, the Building Official may impose such terms and conditions as deemed reasonable and proper, including time limits for completion of all work, and requirements for whatever changes, alterations, additions, or repairs are necessary to assure that relocation will not be materially detrimental or injurious to public health, safety and welfare. The investigation report shall remain valid for a period of one hundred eighty days after the building or structure has been inspected, after which time a new investigation and report may be required by the Building Official. 15.32.040 Denial of permit Except as otherwise provided in this section, the Building Official shall be vested with the discretion to refuse to issue a relocation permit for any building or structure which: A. Is so constructed or is in such condition as to be dangerous. B. Is infested with pests or is unsanitary. C. Is in such condition in the judgment of the building official that it does not admit of practicable and effective repair. D. Is so dilapidated, defective or unsightly or is in such a condition of deterioration or disrepair that its relocation at the proposed site would cause appreciable harm to or be materially detrimental to the property or improvements in the area to which it would be relocated. E. Because of age, size, design or architectural treatment, does not substantially conform to the design, plan and construction of the buildings located in the area to which it is to be relocated so that its relocation would be materially detrimental to the property or improvements in said area. 15.32.050 Security required The building official shall be vested with the authority to require the applicant for a permit to first post with the building official a performance bond executed by the owner of the premises where the building or structure is to be located, listing said owner as principal, and an approved surety company authorized to do business in the state as surety; a cash bond naming the city of Palm Desert as the payee; or an assignment of certificates or shares issued by a savings and loan association doing business in this state and insured by the Federal Savings and Loan Insurance Corporation. The building official may waive the requirement of security when the owner of the property is a governmental agency. Item 2B-35 Ordinance No. _____ Page 34 The performance bond required by this section shall: 1. Be in form joint and several. 2. Name the city of Palm Desert as oblige. 3. Guarantee that the required work will be completed or, when ordered by the building official, the building or structure will be removed or demolished and the site cleared, cleaned, and restored to its original condition; within a reasonable time frame set by the building official. 4. Be in an amount equal to the estimated cost, plus ten percent, of the work required to be done in order to comply with all of the conditions of the relocation permit or shall be in an amount equal to the cost of demolition and removal, whichever is greater. Such costs for purposes of the bond shall be as estimated by the building official. 5. State therein the legal description or address of the property to which the building or structure is to be relocated. 15.32.060 Conditions of security Every performance bond, cash bond or assignment of shares required by this article shall be conditioned as follows: 1. Unless otherwise specified in the investigation report, work required to be done pursuant to the conditions of the relocation building permit shall be initiated within one hundred eighty days from the date of issuance of the permit. 2. The time limit specified may be extended for good and sufficient cause after written request of the principal or surety, before said time limit has expired. The building official shall notify the principal and surety in writing of such time extension and may extend the time limit without consent of the surety. 3. The term of each bond posted pursuant to this section shall begin upon the date of the posting thereof and shall end upon the completion to the satisfaction of the building official of the performance of all the terms and conditions of the relocation building permit. 4. The building official and the surety, or the duly authorized representative of either, shall have access to the premises described in the relocation permit for the purpose of inspecting the progress of the work. 5. Upon default by the principal, the surety shall cause all required work to be performed as set forth as stated in the investigation report and relocation permit. Item 2B-36 Ordinance No. _____ Page 35 6. In the event of default in the performance of any term or condition of the relocation permit, the surety or any person employed or engaged on its behalf, or the building official or any person employed or engaged on his or her behalf, may go upon the premises to complete the required work or to remove or demolish the building or structure, and to clear, clean and restore the site. 15.32.070 Permit issuance and fees Before any permit is issued for the relocation, reconstruction or repair of a building or structure a fee therefor shall be paid to the building official in accordance with the city council resolution for building, electrical, plumbing, mechanical, and grading or other permits when applicable. The required permits, together with the investigation report, shall comprise the relocation permit for the purpose of this chapter. The valuation for the purpose of determining the relocation permit fee shall be based upon the building official’s estimate of the cost of work necessary to relocate the structure and to bring into compliance with conditions listed on the investigation report and permit. 15.32.080 General requirements The following information shall be filed for review and subject to the approval of the building official prior to the issuance of the building relocation permit: 1. The location and address of the old and new sites. 2. A plot plan of the new location, including adjacent lots of all sides of the property with their use and an indication of all structures and improvements on such lot. 3. Plans and specifications for the proposed improvements at the new location, including drainage, foundation design and attachment, structural, geologic and soil engineering as appropriate. 4. The definition of the route of travel for the structure to be moved. The time and route shall be subject to the approval of the city engineer, fire chief and chief of police. 5. A termite inspection report prepared by a legally qualified person. 6. The abandonment of sewage disposal systems and/or sewer laterals as set forth in the California Plumbing Code, for the old and the new parcels involved. 7. A current photograph showing all four elevations of each structure to be relocated. 8. Such additional information as shall be deemed reasonably necessary by the building official to carry out the intent and purpose of this chapter. Item 2B-37 Ordinance No. _____ Page 36 9. That the structure shall comply or be altered to comply with current building, electrical, comfort heating, and air conditioning and plumbing code requirements; and 10. The vacated site shall be cleaned and restored to a safe and sightly condition, including the removal of abandoned foundation systems. 15.32.090 Expiration of permits Permits for the relocation, reconstruction and repair of a building or structure shall be null and void in accordance with the provisions of CBC, Chapter 1, Division II, Section 105.5 if the building or structure is not relocated to the proposed site and/or the required work commenced within one hundred eighty consecutive calendar days of the date of issuance of such permits. 15.32.110 Procedure upon default 1. Performance Bond. Should the principal fail to comply with the conditions required by the relocation permit, the building official shall give notice of default in writing to the principal and to the surety named in the performance bond. The notice of default shall state the conditions of the bond, which have not been complied with and shall specify the period of time the building official deems to be reasonably necessary for completion of the work. Upon receipt of a notice of default, the surety shall cause the required work to be completed within the time specified. The surety shall have the option of removing or demolishing the building or structure in lieu of completing the required work, in which case the site shall be suitably cleared, cleaned and restored to the satisfaction of the Building Official. Exception: The surety may be granted a release from its obligation to perform under the conditions of the performance bond provided: a. A written agreement is executed between surety and the division of building and safety under which the division assumes responsibility for causing completion of required work or demolition of the structure; and b. A cash bond is posted by surety in the amount of the performance bond, payable to the city, to enable the building official to cause the required work of repair or demolition to be performed in accordance with subsection B of this section. 2. Cash Bond. When a cash bond has been posted the building official shall give notice of default to the principal in the manner set forth above. Should the principal fail to comply with requirements within the specified time period, the building official at his or her own discretion may proceed without delay and without further notice or proceeding to use the cash deposit or any portion thereof to cause the required work to be completed by contract or otherwise. Item 2B-38 Ordinance No. _____ Page 37 3. Assignment of Shares. When an assignment of shares has been posted the building official shall give notice of default to the principal in the manner set forth above. Should the principal fail to comply with requirements within the specified time period, the building official may request payment of the assigned certificates or share or any portion thereof by the savings and loan association and at his or her own discretion the building official may proceed without delay and without further notice or proceeding to use such assets to cause the required work to be completed by contractor or otherwise. 15.32.120 Release of security 1. Performance Bond. When all conditions and requirements of the relocation permit and applicable laws and ordinances have been completed, the building official shall notify the surety that the bond has been exonerated. 2. Cash Bond. When a cash bond has been posted and all requirements of the relocation permit have been completed, the building official shall return the cash to the depositor, or to his or her successor or assigns, except any portion thereof that may have been used, cashed or deducted as provided elsewhere in this chapter. 3. Assignment of Shares. When an assignment of shares has been made and all requirements of the relocation permit have been completed, the building official shall notify the savings and loan association and shall do all things reasonably necessary to effect a release of said assignment to the principal or to his or her successors or assigns, except any portion thereof that may have been used, cashed or deducted as provided elsewhere in this chapter. CHAPTER 15.34 SAFETY ASSESSMENT PLACARDS 15.34.010 Intent 15.34.020 Application of provisions 15.34.030 Definitions 15.34.040 Placards 15.34.010 Intent This chapter establishes standard placards to be used to indicate the condition of a structure for continued occupancy. The chapter further authorizes the Building Official and their authorized representatives to post the appropriate placard at each entry point to a building or structure upon completion of a safety assessment. Item 2B-39 Ordinance No. _____ Page 38 15.34.020 Application of provisions The provisions of this chapter are applicable to all buildings and structures and all occupancies regulated by the city. The council may extend the provisions as necessary. 15.34.030 Definitions “Safety assessment” means a visual, nondestructive examination of a building or structure for the purpose of determining the condition of the building or structure for continued occupancy. 15.34.040 Placards A. The following are verbal descriptions of the official jurisdiction placards to be used to designate the condition for continued occupancy of buildings or structures. Copies of actual placards are attached to the ordinance codified in this chapter and adopted by reference. 1. “INSPECTED” - Lawful Occupancy Permitted (Green Placard) is to be posted on any building or structure wherein no apparent structural hazard has been found. This placard is not intended to mean that there is no damage to the building or structure. 2. “RESTRICTED USE” - (Yellow Placard) is to be posted on each building or structure that has been damaged wherein the damage has resulted in some form of restriction to the continued occupancy. The individual who posts this placard will note in general terms the type of damage encountered and will clearly and concisely note the restrictions on continued occupancy. 3. “UNSAFE” - Do Not Enter or Occupy (Red Placard) is to be posted on each building or structure that has been damaged such that continued occupancy poses a threat to life safety. Buildings or structures posted with this placard shall not be entered under any circumstance except as authorized in writing by the building official, or his or her authorized representative. Safety assessment teams shall be authorized to enter these buildings at any time. This placard is not to be used or considered as a demolition order. The individual who posts this placard will note in general terms the type of damage encountered. B. The number of the ordinance codified in this chapter, the name of the jurisdiction, its address and phone number shall be permanently affixed to each placard. C. Once it has been attached to a building or structure, a placard is not to be removed, altered or covered until done so by an authorized representative of the building official. It is unlawful for any person, firm or corporation to alter, remove, cover or deface a placard unless authorized pursuant to this chapter. Item 2B-40 Ordinance No. _____ Page 39 CHAPTER 15.36 ELECTRIC VEHICLE CHARGING STATIONS 15.36.010 Adoption 15.36.020 Purposes 15.36.030 Definitions 15.36.040 Expedited permitting requirements 15.36.050 Permit application process 15.36.060 Technical review 15.36.070 Electric vehicle charging station installation requirements. 15.36.010 Adoption That this chapter is hereby adopted by reference as “The Electric Vehicle Charging Stations” of the city of Palm Desert, and from the date on which the ordinance codified in this chapter shall take effect, the provisions thereof shall be controlling within the corporate limits of the city of Palm Desert. 15.36.020 Purposes The purpose of this chapter is to promote and encourage the use of electric vehicles by creating an expedited, streamlined permitting process for electric vehicle charging stations while promoting public health and safety and preventing specific adverse impacts in the installation and use of such charging stations. This chapter is also purposed to comply with California Government Code Section 65850.7. 15.36.030 Definitions “Electronic submittal” means the utilization of one or more of the following: 1. Electronic mail or email. 2. The Internet. 3. Facsimile. “Electric vehicle charging station” or “charging station” means any level of electric vehicle supply equipment station that is designed and built-in compliance with Article 625 of the California Electrical Code, as it reads on the effective date of this chapter, and delivers electricity from a source outside an electric vehicle into a plug-in electric vehicle. “Specific, adverse impact” means a significant, quantifiable, direct, and unavoidable impact, based on objective, identified, and written public health or safety standards, policies, or conditions as they existed on the date the application was deemed complete. Item 2B-41 Ordinance No. _____ Page 40 15.36.040 Expedited permitting requirements The building official shall implement an expedited, streamlined permitting process for electric vehicle charging stations, and adopt a checklist of all requirements with which electric vehicle charging stations shall comply with in order to be eligible for expedited review. The expedited, streamlined permitting process and checklist may refer to the recommendations contained in the most current version of the “Plug-In Electric Vehicle Infrastructure Permitting Checklist” of the “Zero-Emission Vehicles in California: Community Readiness Guidebook” as published by the Governor’s Office of Planning and Research. The city’s adopted checklist shall be published on the city’s website. 15.36.050 Permit application process A. Prior to submitting an application for processing, the applicant shall verify that the installation of an electric vehicle charging station will not have specific, adverse impact to public health and safety and building occupants. Verification by the applicant includes, but is not limited to: electrical system capacity and loads; electrical system wiring, bonding and overcurrent protection; building infrastructure affected by charging station equipment and associated conduits; areas of charging station equipment and vehicle parking. B. A permit application that satisfies the information requirements in the city’s adopted checklist shall be deemed complete and be promptly processed. Upon confirmation by the building official that the permit application and supporting documents meets the requirements of the city adopted checklist and is consistent with all applicable laws and health and safety standards, the building official shall, approve the application and issue all necessary permits. Such approval does not authorize an applicant to energize or utilize the electric vehicle charging station until approval is granted by the city. If the building official determines that the permit application is incomplete, he or she shall issue a written correction notice to the applicant, detailing all deficiencies in the application and any additional information required to be eligible for expedited permit issuance. C. The building official shall allow for electronic submittal of permit applications covered by this chapter and associated supporting documentations. In accepting such permit applications, the building official shall also accept electronic signatures on all forms, applications, and other documentation in lieu of a wet signature by any applicant. 15.36.060 Technical review A. It is the intent of this chapter to encourage the installation of electric vehicle charging stations by removing obstacles to permitting for charging stations so long as the action does not supersede the building official’s authority to address higher priority life- safety situations. If the building official makes a finding based on substantial evidence that the electric vehicle charging station could have a specific adverse impact upon the public health or safety, as defined in this chapter, the city may require the applicant to apply for a use permit. Item 2B-42 Ordinance No. _____ Page 41 B. In the technical review of a charging station, the building official shall not condition the approval for any electric vehicle charging station permit on the approval of such a system by an association, as that term is defined by Civil Code Section 4080. 15.36.070 Electric vehicle charging station installation requirements. A. Electric vehicle charging station equipment shall meet the requirements of the California Electrical Code, the Society of Automotive Engineers, the National Electrical Manufacturers Association, and accredited testing laboratories such as Underwriters Laboratories, and rules of the Public Utilities Commission. B. Installation of electric vehicle charging stations and associated wiring, bonding, disconnecting means and overcurrent protective devices shall meet the requirements of Article 625 and all applicable provisions of the California Electrical Code. C. Installation of electric vehicle charging stations shall be incorporated into the load calculations of all new or existing electrical services and shall meet the requirements of the California Electrical Code. Electric vehicle charging equipment shall be considered a continuous load. D. Anchorage of either floor-mounted or wall-mounted electric vehicle charging stations shall meet the requirements of the California Building or Residential Code as applicable per occupancy, and the provisions of the manufacturer’s installation instructions. Mounting of charging stations shall not adversely affect building elements.” Item 2B-43 [This page has intentionally been left blank.] Page 1 of 2 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Richard D. Cannone, AICP, Director of Development Services REQUEST: APPROVAL OF THE ELECTRONIC PAYMENT OPTION FOR SHORT-TERM RENTAL TRANSIENT OCCUPANCY TAXES RECOMMENDATION: Approve the option of electronic payments allowing the convenience fee to be charged by a third party. BACKGROUND/ANALYSIS: On April 13, 2017, the City Council adopted Resolution No. 2017-35 (attached), authorizing the acceptance of electronic forms of payment that include credit and debit cards for the payment of City-imposed fees, charges, fines, permits, and licenses. The resolution also provided authority to the City Manager to establish policies and procedures regarding the acceptance of electronic payments (Electronic Payment Acceptance Policy). Policy FIN-001 established through Resolution No.2017-35 says when the City Manager determines the cost of providing electronic payments options cannot be borne by the City through increased user fees or offsetting cost savings internally, the City Manager may, with City Council approval, assess a “convenience fee” or service fee and the “convenience fee” may be administered by a third party. On October 27, 2022, City Council approved the new STR Monitoring, Compliance, Enforcement, and Collection Service Contract with Deckard Technologies in the amount of $64,900. Upon approval, staff began working with them to develop the TOT online payment portal. The payment portal will be managed by a third-party payment processor, Stripe, who imposes a convenience fee for their service. While the option of sending a paper check will still be available, offering the online payment portal for STR owners provides the option and convenience of remitting payments electronically. Additionally, the electronic payment would benefit staff by saving significant time processing checks, which amounts to approximately 17,500+ checks annually. Generally, the credit card charges are 2.9% +.30 per transaction, and maximum ACH (debit) fees of $5.00 per transaction. Based on these charges, the estimated cost associated with the convenience of electronic payment for STRs is $88,000 annually. Staff, therefore, recommends approval of the electronic payment option with Deckard Technologies and convenience fees shall be borne by the STR owner, if they choose to use the online payment portal. FINANCIAL IMPACT: If the City absorbs the convenience fees for the online payment of TOT for STRs, an additional Item 2C-1 City of Palm Desert Electronic Payment Option for STR TOT Page 2 of 2 $88,000 would need to be appropriated from the General Fund for the STR program. REVIEWED BY: Department Director: Richard D. Cannone, AICP Finance Director: Veronica Chavez Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1. Resolution 2017-35 Authorizing Acceptance of Electronic Payments and Related Agenda Material Item 2C-2 Item 2C-3 Item 2C-4 Item 2C-5 Item 2C-6 Item 2C-7 Item 2C-8 Item 2C-9 Item 2C-10 Item 2C-11 Item 2C-12 Item 2C-13 [This page has intentionally been left blank.] Page 1 of 3 P6401-0001\2718396v2.doc CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Jessica Gonzales, Housing Manager REQUEST: APPROVE A HOUSING AGREEMENT BY AND BETWEEN THE CITY OF PALM DESERT AND PALM DESERT PACIFIC ASSOCIATES, LP., FOR THE VITALIA APARTMENT PROJECT LOCATED OFF GERALD FORD DRIVE, PALM DESERT RECOMMENDATION: 1. Approve a Housing Agreement, substantially as to form, by and between the City of Palm Desert Pacific Associates, LP (“PD Pacific Associates”), in accordance with the conditions of approval of the development of 269-units known as Vitalia Apartments, a multifamily rental housing project located at located off Gerald Ford Drive, Palm Desert, California (the “Project”). 2. Authorize the City Manager or his designee with consent of legal counsel to finalize such Housing Agreement and documents as described in the Housing Agreement, or which are otherwise required, to effectuate Housing Agreement. 3. Authorize the Mayor and/or City Manager to execute all necessary documents to facilitate the Housing Agreement and the City Clerk to record. BACKGROUND/ANALYSIS: Palm Desert Resolution No. 2021-57, Case No. PP/CUP 21-004 - Vitalia Apartments, was approved by City Council on August 26, 2021. As approved, the project is required to provide twenty-four (24 units) of the total 269 units of the units to be developed restricted as affordable units, to households not exceeding 80% of the area median income (“AMI”) in Riverside County. Subsequently on August 26, 2021, the SARDA Board authorized the Executive Director to enter into an Exclusive Negotiating Agreement (the “ENA”) with the Developer for the purpose of negotiating the terms and conditions upon which SARDA would sell the Property to the Developer to develop the Project. Thereafter on January 20, 2021, the SARDA Board approved a Purchase and Sale Agreement (“PSA”). The project is currently owned by SARDA and is scheduled to be conveyed to Pacific Associates under the terms of the PSA, no later than December 31, 2022. As successor in interest upon conveyance, Pacific Associates understands that the conditions set forth in the approval of Resolution No. 2021-57 run with the land, and as the new owner of the Vitalia Apartment is subject to said provision. As part of the project’s approval, the developer is required to enter into a Housing Agreement in order to effectuate the condition for an affordable housing requirement. Without this agreement in place, the developer cannot obtain building or grading permits to construct the project. Item 2D-1 City of Palm Desert Vitalia Apartment Project – Housing Agreement Page 2 of 3 P6401-0001\2718396v2.doc The Vitalia Apartments will include 269 total multi-family rental units. Twenty-four (24) of the rental units will be made available to low-income households earning no more than 80% AMI, and will be comprised of 12 one-bedroom, 6 two-bedroom units and 6 three-bedroom units. In addition to such affordability restrictions, the Housing Agreement terms include Pacific Associates providing the units affordable for 55 years or the useful life of the project and will transfer to any successors-in-interest in the real property. It should be noted that the density bonus restrictions will be layered with the Palm Desert Housing Authority Loan’s restrictions, and the extremely-low income restrictions will prevail. Staff, therefore, recommends approval of the Housing Agreement in accordance with the requirement of the affordable housing condition of approval pursuant to City Council Resolution No. 2021-57. California Environmental Quality Act (CEQA): The Vitalia Apartment project was approved by the Palm Desert City Council under Resolution No. 2021-57 on August 26, 2021. The project was evaluated pursuant to the requirements of the California Environmental Quality Act (CEQA). Pursuant to the State CEQA Guidelines Section 15063, an Initial Study was prepared to analyze the environmental impacts of the project. The Initial Study concluded that no substantial adverse impacts were found that could not be mitigated to a level less than significant. Therefore, in accordance with CEQA, the City prepared a Mitigated Negative Declaration (MND) containing an evaluation of potential environmental impacts associated with the project and appropriate mitigation measures for each potential impact. A Mitigation Monitoring and Reporting Program (MMRP) was approved to ensure that implementation of CEQA occurs. Therefore, the approved MND satisfies the requirements of CEQA. Strategic Plan: This project achieves several priorities under the Land Use, Housing & Open Space chapter and the Transportation chapter of the Strategic Plan. Land Use, Housing & Open Space • Priority No. 2: “Facilitate development of high-quality housing for people of all income levels.” FINANCIAL IMPACT: There is no fiscal impact to the City resulting from the approval of the Housing Agreement. However, upon close of escrow, any proceeds will be remitted to the taxing entities, including the City. REVIEWED BY: Department Director: Eric Ceja City Attorney Robert Hargreaves, BBK Law Item 2D-2 City of Palm Desert Vitalia Apartment Project – Housing Agreement Page 3 of 3 P6401-0001\2718396v2.doc Special Counsel to the City: Bruce W. Galloway, Richards, Watson & Gershon Law Finance Director: Veronica Chavez Assistant City Manager: Chris Escobedo Executive Director: Todd Hileman ATTACHMENTS: 1. City Draft Housing Agreement for Vitalia Apartments. 2. Map and Site Plan. Item 2D-3 12812-0001\2739575v2.doc RECORDING REQUESTED BY, AND WHEN RECORDED RETURN TO: City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 Attn: Jessica Gonzales SPACE ABOVE THIS LINE FOR RECORDER’S USE ONLY This Document is recorded for the benefit of the City of Palm Desert and is exempt from recording fees pursuant to Sections 6103, 27383 and 27388.1 of the California Government Code. HOUSING AGREEMENT (Density Bonus Agreement) by and between the CITY OF PALM DESERT, and PALM DESERT PACIFIC ASSOCIATES, a California limited partnership DATED AS OF _________ ____, 2022 Item 2D-4 ARTICLE 1. DEFINITIONS AND INTERPRETATION 1.1 Definitions 1.2 Rules of Construction ARTICLE 2. ONGOING APARTMENT COMMUNITY OBLIGATIONS 2.1 Apartment Community and Affordable Units 2.2 Residential Rental Property 2.3 Low Income Households 2.4 Affordable Rent 2.5 Rent Increases 2.6 Income Recertification of Affordable Units 2.7 Lease or Occupancy Agreement 2.8 Security Deposits 2.9 Additional Information; Books and Records 2.10 Specific Performance 2.11 Audit 2.12 Management 2.13 Binding for Term ARTICLE 3. TERM AND RECORDATION 3.1 Term of Agreement 3.2 Agreement to Record 3.3 Early Termination of Restrictions ARTICLE 4. DEFAULT; REMEDIES 4.1 An Event of Default 4.2 City’s Option to Lease 4.3 Specific Performance Item 2D-5 TABLE OF CONTENTS (cont’d) Page -3- 12812-0001\2739575v2.doc 4.4 Action at Law; No Remedy Exclusive ARTICLE 5. GENERAL PROVISIONS 5.1 Limitations on Recourse 5.2 Maintenance, Repair, Alterations 5.3 Notice 5.4 Relationship of Parties 5.5 No Claims 5.6 Conflict of Interests 5.7 Non-Liability of City Officials, Employees and Agents 5.8 Unavoidable Delay; Extension of Time of Performance 5.9 Indemnity 5.10 Rights and Remedies Cumulative 5.11 Applicable Law 5.12 Severability 5.13 Legal Actions 5.14 Binding Upon Successors 5.15 Time of the Essence 5.16 Approval by the City 5.17 Complete Understanding of the Parties 5.18 Covenants to Run With the Land 5.19 Burden and Benefit 5.20 Counterparts 5.21 Amendments Item 2D-6 TABLE OF CONTENTS (cont’d) Page -4- 12812-0001\2739575v2.doc EXHIBIT A Description of Property EXHIBIT B Income Certification EXHIBIT C Certificate of Continuing Compliance Item 2D-7 HOUSING AGREEMENT THIS HOUSING AGREEMENT (the “Agreement”) is dated as of ______________ ___, 2022, and is by and among the CITY OF PALM DESERT, a municipal corporation (the “City”), and PALM DESERT PACIFIC ASSOCIATES, a California Limited Partnership (the “Owner”). City and Owner are sometimes referred to herein individually as a “Party” and collectively as “Parties”. RECITALS This Agreement is predicated upon the following facts: A. Pacific West Communities, Inc., an Idaho corporation ("Developer") has acquired the property described on Exhibit “A” (“Site”) from the Successor Agency to the Palm Desert Redevelopment Agency. B. Developer has entered into a Loan Agreement (“Loan Agreement”) with the Authority which contemplates that the Authority, as successor to the housing assets of the former Palm Desert Redevelopment Agency, shall make a $6,030,000.00 purchase money and construction loan (“Loan”) to Developer using moneys in the Authority’s low and moderate income housing asset fund for the purchase price for the Site and to pay certain construction costs of the 269 unit apartment project described in the Loan Agreement (“Project”). The Loan Agreement requires that Developer execute and record this Agreement against the Site and Project, and provides that an uncured default under this Agreement shall constitute a default under the Loan Agreement and shall entitle the Authority to accelerate the maturity date of the Loan. C. As described in Resolution No. 2021-57 adopted by the City Council of the City, the City has granted a 12.5% density bonus to Developer consisting of a reduction in the required parking from 538 spaces to 420 spaces, in exchange for Developer’s compliance with this Agreement. E. This Agreement is that density bonus restrictions agreement. NOW, THEREFORE, in consideration of the mutual covenants and undertakings set forth herein and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the City and the Owner hereby agree as follows: ARTICLE 1. DEFINITIONS AND INTERPRETATION. 1.1 Definitions. Capitalized terms used herein shall have the following meanings unless the context in which they are used clearly requires otherwise. “Affordable Units” shall mean twenty-four (24) of the units in the Apartment Community available to and occupied by, or held vacant for occupancy only by Low Income Item 2D-8 -6- 12812-0001\2739575v2.doc Households and rented at an Affordable Rent. The Affordable Units will include the number of bedrooms shown on the following table: Bedroom Size Low Income Household Units One 12 Two 6 Three 6 Total: 24 “Affordable Rent” shall mean rent for an Affordable Unit, including a Reasonable Utility Allowance, determined pursuant to California Health and Safety Code Section 50053(b) and the state regulations adopted by the California Department of Housing and Community Development (“HCD”) pursuant thereto, as amended from time to time, based upon the AMI adjusted for a Household Size Appropriate to the Affordable Unit. More specifically, the maximum monthly Affordable Rent, including a Reasonable Utility Allowance, may not exceed thirty percent (30%) of sixty percent (60%) of the AMI, adjusted for a Household Size Appropriate to the Affordable Unit, divided by twelve. “AMI” shall mean the area median income for Riverside County as published by the California Department of Housing and Community Development pursuant to Health and Safety Code Section 50052.5, or successor statute, as adjusted for family size in accordance with the state regulations adopted pursuant to California Health and Safety Code Section 50052.5. “Household Size Appropriate to the Affordable Unit” in the absence of pertinent federal statutes or regulations applicable to the Apartment Community, shall have the meaning set forth in California Health and Safety Code Section 50052.5(h), as amended from time to time. “Reasonable Utility Allowance” shall mean a utility allowance for utilities paid by a tenant (not including telephone, internet or cable service) utilizing the utility allowance schedule published annually by the Housing Authority of the County of Riverside. “Required Covenant Period” shall mean the period commencing on the date all units in the Apartment Community have been completed as evidenced by the City’s issuance of a final Certificate of Occupancy for the Apartment Community, and ending as of the fifty-fifth (55th) anniversary thereof. “Low Income Household” shall mean persons and families who meet the sixty percent (60%) or less of AMI income qualification limits set forth in California Health and Safety Code Section 50079.5 and Title 25 of the California Code of Regulations, including Section 6910, as such statute and regulations are amended from time to time. 1.2 Rules of Construction. Item 2D-9 -7- 12812-0001\2739575v2.doc 1.2.1 The singular form of any word used herein, including the terms defined herein shall include the plural and vice versa. The use herein of a word of any gender shall include correlative words of all genders. 1.2.2 Unless otherwise specified, references to articles, sections, and other subdivisions of this Agreement are to the designated articles, sections, and other subdivisions of this Agreement as originally executed. The words “hereof,” “herein,” “hereunder,” and words of similar import shall refer to this Agreement as a whole. 1.2.3 All of the terms and provisions hereof shall be construed to effectuate the purposes set forth in this Agreement and to sustain the validity hereof. 1.2.4 Headings or titles of the several articles and sections hereof and the table of contents appended to copies hereof shall be solely for convenience of reference and shall not affect the meaning, construction, or effect of the provisions hereof. ARTICLE 2. ONGOING APARTMENT COMMUNITY OBLIGATIONS. 2.1 Apartment Community and Affordable Units. The Owner shall develop and construct the Apartment Community within a portion of the Project on the Property in conformity with the Loan Agreement. Thereafter, during the Required Covenant Period, the Owner agrees that not less than twenty-four (24) units in the Apartment Community shall be Affordable Units under this Agreement, meaning that such units shall be continually available to and occupied by, or held vacant for occupancy only by, Low Income Households. All of the rental units in the Apartment Community shall be similarly constructed and all of the Affordable Units shall be generally constructed at the same time as those units which are available to other tenants, and distributed in terms of location throughout the Apartment Community. The Affordable Units shall be of comparable quality to those rental units in the Apartment Community which are available to other tenants. The Owner agrees that, to the extent commercially reasonable, Affordable Units will not be underutilized. No persons shall be permitted to occupy any Affordable Unit in excess of applicable limit of maximum occupancy set by the City’s Municipal Code and the laws of the State of California. 2.2 Residential Rental Property. The Owner covenants to operate the Apartment Community as residential rental property. During the Required Covenant Period, the Affordable Units will be held and used for the purpose of providing residential living, and the Owner shall own, manage and operate, or cause the management and operation of, the Apartment Community to provide such affordable rental housing. All of the rental units in the Apartment Community with the exception of three (3) manager units will be available for rental on a continuous basis to members of the general public and the Owner will not give preference to any particular class or group in renting the units in the Apartment Community, except as required under this Agreement . The Owner shall not convert any Affordable Unit(s) to condominiums or cooperative ownership or sell condominium or cooperative conversion rights to any Affordable Unit(s) during the term of this Agreement. 2.3 Low Income Households. Item 2D-10 -8- 12812-0001\2739575v2.doc 2.3.1 Income Qualification; Initial Certification. Subject to the applicable provisions hereof, throughout the Required Covenant Period, the Affordable Units restricted by this Agreement will be exclusively occupied by, or available for occupancy only by Low Income Households on a continuous basis. Prior to the rental or lease of an Affordable Unit and in accordance with Section 2.6 hereof, the Owner will obtain and maintain on file a Household Income Certification (“Income Certification”) substantially in the form attached hereto as Exhibit “B” and incorporated herein by this reference for each Low Income Household, and shall provide copies of same to the City at such times as the City may, from time to time, reasonably require. In addition, the Owner will provide such further information as may reasonably be required in the future by the City. The Income Certification shall be dated immediately prior to the applicable household’s initial occupancy of an Affordable Unit. The Owner shall make a good faith effort to verify that the income provided by an applicant in an Income Certification is accurate by taking any one or more of the following steps as part of the verification process for all household members over the age of eighteen (18) as appropriate: (i) Obtain two (2) pay stubs for the two (2) most recent pay periods; (ii) Obtain a true copy of an income tax return for the most recent tax year in which a return was filed; (iii) Obtain an income verification form from the household member’s current employer; (iv) Obtain an income verification form from the Social Security Administration and/or the State Department of Social Services, or its equivalent, if the household member receives assistance from either of those agencies; (v) If the household member is unemployed and has no tax return, obtain another form of independent verification; or (vi) Obtain such other documentation as may be reasonably acceptable pursuant to Title 25 of the California Code of Regulations, as amended from time to time, to verify income. 2.3.2 Certificate of Continuing Program Compliance; Annual Report. Throughout the Required Covenant Period, the Owner will prepare and submit to the City, at such periodic frequency as the City might reasonably require, but not more than once annually, a Certificate of Continuing Compliance in substantially the form attached hereto as Exhibit “C” and incorporated herein by this reference, and executed by the Owner. The Owner will also prepare and submit to the City on or before each anniversary date of the commencement of the Required Covenant Period, and for the preceding calendar year, a report in form and substance reasonably satisfactory to the City summarizing the vacancy rate of the Apartment Community, including the number of Affordable Units held vacant for occupancy by Low Income Households for such calendar year. 2.4 Affordable Rent. Throughout the Required Covenant Period, an Affordable Rent shall be charged to the Low Income Household occupants of Affordable Units, as more specifically described above. Item 2D-11 -9- 12812-0001\2739575v2.doc 2.5 Rent Increases. Rents for Affordable Units may be increased not more than once per year and twelve (12) months must have elapsed since the date of the tenant’s initial occupancy or the last rent increase. The rents charged following such an increase, or upon a vacancy and new occupancy by a Low Income Household shall not exceed an Affordable Rent. The Owner shall, consistent with applicable law, give proper written notice to tenants of all rent increases, and upon written request, provide the City with reasonable detail concerning the amount of and rationale for such rent increases. 2.6 Income Recertification of Affordable Units. Annually, on the anniversary date of occupancy of an Affordable Unit by a Low Income Household, the Owner shall obtain and maintain on file an annual income certification, in form and substance reasonably satisfactory to the City, from each household occupying an Affordable Unit, based upon the current income of each household member over the age of eighteen (18). The Owner shall make a good faith effort to verify that the income provided by the household is accurate in accordance with Section 2.3.1, above. 2.6.1 A rental unit occupied by a household that qualifies as a Low Income Household, as applicable, at the time the household first occupies an Affordable Unit shall be deemed to continue to be so occupied until a recertification of such household’s income demonstrates that such household no longer qualifies as a Low Income Household. At such time as a household ceases to qualify as a Low Income Household based on income recertification, the Owner shall designate the next available unit (one that is not occupied by a tenant) with the same number of bedrooms as the occupied Affordable Unit and it shall be leased to a Low Income Household, so that the number of Affordable Units occupied by or reserved for occupancy by Low Income Households will remain constant. For purposes of this Agreement, such designated unit will be considered an Affordable Unit if it is held vacant and available solely for occupancy by a Low Income Household and, upon occupancy, the income eligibility of the household as a Low Income Household is verified and the unit is rented at Affordable Rent. 2.7 Lease or Occupancy Agreement. Prior to the rental or lease of an Affordable Unit to a Low Income Household, the Owner shall require the tenant to execute a written lease or occupancy agreement. The Owner shall maintain on file throughout the Required Covenant Period and for a four (4) year period thereafter, the executed lease or occupancy agreement of each tenant occupying an Affordable Unit. The form of lease or occupancy agreement used by the Owner for the lease or rental of Affordable Units shall be that which is reasonable and customary in residential leasing. In addition, each lease or occupancy agreement for an Affordable Unit shall (i) provide that the tenants of such Affordable Unit shall be subject to annual recertification of income and subject to rental increases in accordance with Sections 2.5 and 2.6 of this Agreement, and (ii) contain a provision to the effect that the Owner has relied on the income certification and supporting information supplied by the tenant in determining qualification for occupancy of the Affordable Unit, and that any material misstatement in such certification (whether or not intentional) may be cause for immediate termination of such lease or occupancy agreement. 2.7.1 The Owner shall refrain from restricting the rental or lease of Affordable Units on the basis of race, color, religion, sex, marital status, disability, ancestry or national origin of any person. Item 2D-12 -10- 12812-0001\2739575v2.doc 2.7.2 The covenants established herein shall, without regard to technical classification and designation, be binding for the benefit and in favor of the City, and its successors and assigns, and shall burden and run with the Property. 2.7.3 The City is deemed to be the beneficiary of the terms and provisions of the covenants herein, both for and in its own right and for the purposes of protecting the interests of the community and other parties, public or private, for whose benefit these covenants running with the land have been provided. 2.8 Security Deposits. The Owner may require security deposits on Affordable Units in amounts which are consistent with applicable law. 2.9 Additional Information; Books and Records. The Owner shall provide any additional information concerning the Affordable Units reasonably requested by the City. The Owner will maintain complete and accurate records pertaining to the Affordable Units throughout the Covenant Period and for a four (4) year period thereafter. The City shall have the right upon written notice of no less than two (2) business days to the Owner, at any time during normal business hours of 9:00 am to 5:00 pm, to examine of all books, records or other documents maintained by the Owner or by any of the Owner’s agents which pertain to any Affordable Unit, including all executed leases or occupancy agreements and all Income Certifications, and obtain copies of any requested executed leases, occupancy agreements and Income Certifications within ten (10) business days following such examination and the City’s written request. 2.10 Specific Performance. The Owner hereby agrees that specific enforcement of the Owner’s agreement to comply with the allowable rent and occupancy restrictions and covenants contained herein is one of the reasons and consideration for the City having granted a density bonus and that, in the event of the Owner’s breach of such requirements, potential monetary damages to the City, as well as to existing and prospective Low Income Households, would be difficult, if not impossible, to evaluate and quantify. Therefore, in addition to any other relief to which the City may be entitled as a consequence of the breach hereof, the Owner agrees to the imposition of the remedy of specific performance against it in the case of any event of default by the Owner in complying with any provision of this Agreement beyond any applicable notice and cure period. 2.11 Audit. The City shall have the right to perform an audit of the Apartment Community to determine compliance with the provisions of this Agreement. Such audit shall not be undertaken more often than once each calendar year. All costs and expenses associated with the audit shall be paid by the Owner. 2.12 Management. The Owner and/or the management agent (if not the Owner) shall operate the Apartment Community in a manner that will provide decent, safe and sanitary residential facilities to the occupants thereof, and will comply with provisions of this Agreement. Upon the written request of the City, the Owner shall cooperate with the City in the periodic review (but not more than once each calendar year) of the management practices and financial status of the Affordable Units. The purpose of each periodic review will be to enable the City to determine if the Affordable Units are being operated and managed in accordance with the requirements and standards of this Agreement. Results of such City review shall be provided to the Owner, and Item 2D-13 -11- 12812-0001\2739575v2.doc the City shall have the authority to require the Owner to make modifications that are reasonably necessary to ensure the objectives of this Agreement are met. 2.13 Binding for Term. It is intended by the Parties that except as otherwise expressly provided herein the provisions of this Agreement shall apply to the Apartment Community throughout the entire term hereof, as established in Section 3.1 below. ARTICLE 3. TERM AND RECORDATION. 3.1 Term of Agreement. This Agreement shall remain in full force and effect for the Required Covenant Period, unless the Owner and the City agree, in writing, to terminate this Agreement prior to the expiration of the Required Covenant Period. Unless terminated earlier pursuant to the prior sentence of this Section 3.1, or Section 3.3 below, the Parties intend that the provisions and effect of this Agreement and specifically of Article 2 hereof, shall remain in full force and effect for the entire Required Covenant Period. 3.2 Agreement to Record. The Owner represents, warrants, and covenants that this Agreement will be recorded in the real property records of Riverside County. 3.3 Suspension of Restrictions. Notwithstanding the generality of the foregoing provisions of this Article 3 or any other provisions hereof, this Agreement and all of the terms and restrictions contained herein shall be suspended for any period of involuntary noncompliance as a result of unforeseen events such as fire or act of God which leaves the entire Apartment Community uninhabitable (and the proceeds of insurance available to the Owner as a result thereof are insufficient to reconstruct the Apartment Community), or a change in a federal or state law or an action by the federal government, the State or a court of competent jurisdiction, after the date of recordation hereof, that prevents the City from enforcing the provisions of this Agreement, or a condemnation or a similar event. ARTICLE 4. DEFAULT; REMEDIES. 4.1 An Event of Default. Each of the following shall constitute an “Event of Default” by the Owner under this Agreement: 4.1.1 Failure by the Owner to duly perform, comply with and observe any of the conditions, terms, or covenants of any agreement with the City concerning the Apartment Community, or of this Agreement, if such failure remains uncured thirty (30) days after written notice of such failure from the City to the Owner in the manner provided herein or, with respect to a default that cannot be cured within thirty (30) days, if the Owner fails to commence such cure within such thirty (30) day period or thereafter fails to diligently and continuously proceed with such cure to completion. However, if a different period or notice requirement is specified under any other section of this Agreement, then the specific provision shall control. 4.1.2 Any representation or warranty contained in this Agreement or in any application, financial statement, certificate, or report submitted by the Owner to the City proves to have been incorrect in any material respect when made. Item 2D-14 -12- 12812-0001\2739575v2.doc 4.1.3 A court having jurisdiction shall have made or rendered a decree or order: (i) adjudging the Owner to be bankrupt or insolvent; (ii) approving as properly filed a petition seeking reorganization of the Owner or seeking any arrangement on behalf of the Owner under the bankruptcy laws or any other applicable debtor’s relief law or statute of the United States or of any state or other jurisdiction; (iii) appointing a receiver, trustee, liquidator, or assignee of the Owner in bankruptcy or insolvency or for any of its properties; or (iv) directing the winding up or liquidation of the Owner, providing, however, that any such decree or order described in any of the foregoing subsections shall have continued unstayed or undischarged for a period of ninety (90) days. 4.1.4 The Owner shall have assigned its assets for the benefit of its creditors or suffered a sequestration or attachment or execution on any substantial part of its property, unless the property so assigned, sequestered, attached, or executed upon shall have been returned or released within ninety (90) days after such event (unless a lesser time period is permitted for cure hereunder) or prior to sale pursuant to such sequestration, attachment, or execution. If the Owner is diligently working to obtain a return or release of the property and the City’s interests hereunder are not imminently threatened in its reasonable business judgment, then the City shall not declare a default under this subsection. 4.1.5 The Owner shall have voluntarily suspended its business or dissolved. 4.1.6 The seizure or appropriation of all or, in the reasonable opinion of the City, a substantial part of the Apartment Community, except for condemnation initiated by the City or any governmental agency or authority. 4.2 City’s Option to Lease. Upon the occurrence of an Event of Default, and to cause the Apartment Community to meet the requirements of this Agreement, the Owner hereby grants to the City the option to lease up to all of the rental units as necessary to achieve compliance with the provisions of Article 2 of this Agreement and for the purpose of subleasing such units in accordance with the requirements of this Agreement. The amount of rental to be paid by the City for such rental units following the exercise of the City’s option shall be equal to the applicable Affordable Rent. Any rental paid under any such sublease shall be paid to the City without obligation to pay any such rent to the Owner during the pendency of the Owner’s default. 4.3 City and Authority Remedies. The City shall have the right to mandamus or other suit, action or proceeding at law or in equity to require the Owner to perform its obligations and covenants under this Agreement or to enjoin acts or things which may be unlawful or in violation of the provisions hereof, provided that in any such case the City has first provided the required notice of any alleged default and the Owner has had the requisite opportunity to cure pursuant to Section 4.1.1, above. Additionally, an uncured default under this Agreement shall entitle the Authority to accelerate the Authority Loan. 4.4 Action at Law; No Remedy Exclusive. The City may take whatever action at law or in equity as may be necessary to enforce performance and observance of any obligation, agreement or covenant of the Owner under this Agreement. No remedy herein conferred upon or reserved by the City is intended to be exclusive of any other available remedy or remedies, but each and every such remedy shall be cumulative and shall be in addition to every other remedy given under this Agreement or now or hereafter existing at law, in equity or by statute. No delay or Item 2D-15 -13- 12812-0001\2739575v2.doc omission to exercise any right or power accruing upon any default shall impair any such right or power or shall be construed to be a waiver of such right or power, but any such right or power may be exercised from time to time and as often as the City may deem expedient. In order to entitle the City to exercise any remedy reserved to it in this Agreement, it shall not be necessary to give any notice, other than such notice as may be herein otherwise expressly required or required by law to be given. ARTICLE 5. GENERAL PROVISIONS. 5.1 Limitations on Recourse. Notwithstanding anything to the contrary contained in this Agreement, except in the event of fraud, waste, or illegal acts, or with regard to any indemnity obligations imposed upon the Owner under the terms of this Agreement, (i) no partner, member, officer or director, as applicable, of the Owner (each, an “Owner Affiliate”) shall have any direct, indirect or derivative personal liability for the obligations of the Owner under this Agreement, and (ii) the City shall not exercise any rights or institute any action against any Owner Affiliate directly, indirectly or derivatively for the payment of any sum of money that is or may become payable hereunder. 5.2 Maintenance, Repair, Alterations. The Owner shall maintain and preserve the Apartment Community in good condition and repair and in a prudent and businesslike manner. The Owner shall comply with all laws, ordinances, rules, regulations, covenants, conditions, restrictions, and orders of any governmental authority now or hereafter affecting the conduct or operation of the Apartment Community or any part thereof or requiring any alteration or improvement to be made thereon. The Owner shall not commit, suffer, or permit any act to be done in, upon, or to the Apartment Community or any part thereof in violation of any such laws, ordinances, rules, regulations, or orders. The Owner hereby agrees that the City may conduct from time to time through representatives, upon reasonable notice of no less than twenty-four (24) hours, on-site inspections and observation of: (i) the maintenance and repair of the Apartment Community, including a review of all maintenance and repair programs and practices and all reports and records pertaining thereto, including records of expenditures relating thereto; and (ii) such other facilities, practices, and records of the Owner relating to the Affordable Units as the City reasonably deems to be necessary or appropriate in order to monitor the Owner’s compliance with the provisions of this Agreement. 5.3 Notices. All notices (other than telephone notices), certificates or other communications (other than telephone communications) required or permitted hereunder shall be sufficiently given and should be deemed given when sent by telegram, or when sent by facsimile (if confirmed by sending a copy of such transmission by mail the same calendar day), or forty-eight (48) hours following mailing by registered or certified mail, postage prepaid, or twenty-four (24) hours following transmission of such notice by express mail, Federal Express or similar commercial carrier, addressed as follows: If to the City and/or Authority: City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 Attn: Housing Division Item 2D-16 -14- 12812-0001\2739575v2.doc Phone: (760) 346-0611 Fax: (760) 341-6372 If to the Owner: Palm Desert Pacific Associates c/o Pacific West Communities, Inc. 430 E. State Street, Suite 100, Eagle, ID 83616 Attention: Caleb Roope With a copies to: McReynolds & McCormack, PLLC 430 E. State Street, Ste.140 Eagle, ID 83616 Attention: Clay McReynolds And: BF Vitalia, LLLP 101 Arch Street, 13th Floor Boston, MA 02110 Attn: Asset Management - Vitalia Apartments 5.4 Relationship of Parties. Nothing contained in this Agreement shall be interpreted or understood by any of the Parties, or by any third persons, as creating the relationship of employer and employee, principal and agent, limited or general partnership, or joint venture between the City and the Owner or the Owner’s agents, employees or contractors, and the Owner shall at all times be deemed an independent contractor and shall be wholly responsible for the manner in which it or its agents, or both, perform the services required of it by the terms of this Agreement for the operation of the Apartment Community. The Owner has and hereby retains the right to exercise full control of employment, direction, compensation and discharge of all persons assisting in the performance of services hereunder. In regards to the on-site operation of the Apartment Community, the Owner shall be solely responsible for all matters relating to payment of its employees, including compliance with Social Security, withholding and all other laws and regulations governing such matters. The Owner agrees to be solely responsible for its own acts and those of its agents and employees. 5.5 No Claims. Nothing contained in this Agreement shall create or justify any claim against the City by any person the Owner may have employed or with whom the Owner may have contracted relative to the purchase of materials, supplies or equipment, or the furnishing or the performance of any work or services with respect to the operation of the Affordable Units. 5.6 Conflict of Interests. No member, official or employee of the City shall make any decision relating to this Agreement which affects his or her personal interests or the interests of any corporation, partnership or association in which he or she is directly or indirectly interested. Item 2D-17 -15- 12812-0001\2739575v2.doc No officer or employee of the Owner shall acquire any interest in conflict with or inimical to the interests of the City. 5.7 Non-Liability of City Officials, Employees and Agents. No member, official, employee or agent of the City shall be personally liable to the Owner, or any successor in interest, in the event of any default or breach by the City or for any amount which may become due to the Owner or successor in connection with this Agreement or on any obligation of the City under the terms of this Agreement. 5.8 Unavoidable Delay; Extension of Time of Performance. In addition to specific provisions of this Agreement, performance by either Party hereunder shall not be deemed to be in default where it is due to an “Unavoidable Delay.” “Unavoidable Delay” means a delay due to the elements (including unseasonable weather), fire, earthquakes or other acts of God, strikes, pandemics, labor disputes, lockouts, shortages of construction materials experienced generally in the construction industry in the local area, acts of the public enemy, riots, insurrections or governmental regulation of the sale or transportation of materials, supply or labor; provided, however, that to the extent a delay is caused by any other reason that the Owner reasonably believes is beyond its control, the Owner may request, on a case-by-case basis, that the City excuse any such delay as an Unavoidable Delay and the City shall make its determination as to whether such delay constitutes an Unavoidable Delay using its reasonable judgment. 5.9 Indemnity. The Owner shall indemnify, defend and hold harmless the City and all officials, employees and agents of City (with counsel reasonably satisfactory to the City) against any costs, liabilities, damages or judgments arising from claims or litigation of any nature whatsoever brought by third parties and directly or indirectly arising from the Owner’s ownership or operation of the Apartment Community, or the Owner’s performance of its obligations under this Agreement, and in the event of settlement, compromise or judgment hold the City free and harmless therefrom. Notwithstanding the foregoing, the indemnity provisions contained in this Section 5.9 shall not apply with respect to any costs, liabilities, damages or judgments arising directly or indirectly from the City’s rental of units within the Apartment Community as described in Section 4.2 hereof. The provisions of this Section 5.9 shall survive the term of this Agreement. 5.10 Rights and Remedies Cumulative. Except as otherwise expressly stated in this Agreement, the rights and remedies of the Parties are cumulative, and the exercise or failure to exercise one or more of such rights or remedies by either Party shall not preclude the exercise by it, at the same time or different times, of any right or remedy for the same default or any other default by the other Party. No waiver of any default or breach by the Owner hereunder shall be implied from any omission by the City to take action on account of such default if such default persists or is repeated, and no express waiver shall affect any default other than the default specified in the waiver, and such wavier shall be operative only for the time and to the extent therein stated. Waivers of any covenant, term, or condition contained herein shall not be construed as a waiver of any subsequent breach of the same covenant, term or condition. The consent or approval by the City to or of any act by the Owner requiring further consent or approval shall not be deemed to waive or render unnecessary the consent or approval to or of any subsequent similar act. The exercise of any right, power, or remedy shall in no event constitute a cure or a waiver of any default under this Agreement, nor shall it invalidate any act done Item 2D-18 -16- 12812-0001\2739575v2.doc pursuant to notice of default, or prejudice the City in the exercise of any right, power, or remedy hereunder or under any agreements ancillary or related hereto. 5.11 Applicable Law. This Agreement shall be interpreted under and pursuant to the laws of the State of California. 5.12 Severability. If any term, provision, covenant or condition of this Agreement is held in a final disposition by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions shall continue in full force and effect unless the rights and obligations of the Parties have been materially altered or abridged by such invalidation, voiding or unenforceability. 5.13 Legal Actions. In the event any legal action is commenced to interpret or to enforce the terms of this Agreement or to collect damages as a result of any breach thereof, the Party prevailing in any such action shall be entitled to recover against the Party not prevailing all reasonable attorneys’ fees and costs incurred in such action (including all legal fees incurred in any appeal or in any action to enforce any resulting judgment), as awarded by a court of competent jurisdiction. 5.14 Binding Upon Successors. This Agreement shall be binding upon and inure to the benefit of the permitted heirs, administrators, executors, successors in interest and assigns of each of the Parties. Any reference in this Agreement to a specifically named Party shall be deemed to apply to any successor, heir, administrator, executor or assign of such Party who has acquired an interest in compliance with the terms hereof or under law. 5.15 Time of the Essence. In all matters under this Agreement, time is of the essence. 5.16 Approval by the City. Any approvals required under this Agreement shall be made by the City Manager or his or her designee, and shall not be unreasonably withheld, conditioned, delayed or made, except where it is specifically provided herein that another standard applies, in which case the specified standard shall apply. 5.17 Complete Understanding of the Parties. This Agreement and the attached Exhibits constitute the entire understanding and agreement of the Parties with respect to the matters described herein. 5.18 Covenants to Run With the Land. The Owner hereby subjects the Apartment Community to the covenants, reservations, and restrictions set forth in this Agreement. The City and the Owner hereby declare their express intent that the covenants, reservations, and restrictions set forth herein shall be deemed covenants running with the land and shall pass to and be binding upon the Owner’s successors in title to the Apartment Community; provided, however, that on the termination of this Agreement said covenants, reservations and restrictions shall expire. Each and every contract, deed or other instrument hereafter executed covering or conveying the Apartment Community or any portion thereof shall conclusively be held to have been executed, delivered and accepted subject to such covenants, reservations and restrictions, regardless of whether such covenants, reservations and restrictions are set forth in such contract, deed or other instruments. No breach of any of the provisions of this Agreement shall defeat or render invalid Item 2D-19 -17- 12812-0001\2739575v2.doc the lien of a mortgage or deed of trust made in good faith and for value encumbering the Property or any interest of the Owner therein. 5.19 Burden and Benefit. The City and the Owner hereby declare their understanding and intent that: (i) the burden of the covenants, reservations, restrictions, and agreements set forth herein touch and concern the Property and the Apartment Community, in that Owner’s legal interest in the Apartment Community is rendered less valuable thereby, (ii) the covenants, reservations, restrictions, and agreements set forth herein directly benefit the Property and the Apartment Community (a) by enhancing and increasing the enjoyment and use of the Apartment Community by certain Low Income Households, the intended beneficiaries of such covenants, reservations, restrictions, and agreements, (b) by making possible the obtaining of advantageous financing for the Property and the Apartment Community, and (c) by furthering the public purposes advanced by the City, and (iii) the covenants, reservations, restrictions and agreements set forth herein shall run with the Property and shall be binding for the benefit of and enforceable by the City and its successors and assigns for the entire Term of this Agreement. 5.20 Counterparts. This Agreement may be executed in two or more counterparts, each of which shall be an original, but all of which shall constitute one and the same instrument. 5.21 Amendments. This Agreement may be amended only by the written agreement of the City and the Owner. WHEREFORE, the undersigned has executed this Agreement as of the date first-above written. OWNER: PALM DESERT PACIFIC ASSOCIATES, a California Limited Partnership By: TPC HOLDINGS IX, LLC, an Idaho limited liability company Its: Administrative General Partner By: Pacific West Communities, Inc., an Idaho corporation Its: Manager By: ___________________ Name: Caleb Roope Its: President and CEO By: CENTRAL VALLEY COALITION FOR AFFORDABLE HOUSING, a California Nonprofit Public Benefit Corporation Its: Managing General Partner Item 2D-20 -18- 12812-0001\2739575v2.doc By: ___________________ Name: Christina Alley Chief Executive Officer CITY: CITY OF PALM DESERT, a municipal corporation By: Name: Title: ATTEST: Anthony J. Mejia, City Clerk Item 2D-21 -19- 12812-0001\2739575v2.doc CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of ) On ____________, 2022, before me, ________________________________________________, (insert name and title of the officer) Notary Public, personally appeared ________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) Item 2D-22 -20- 12812-0001\2739575v2.doc CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of ) On ____________, 2022, before me, ________________________________________________, (insert name and title of the officer) Notary Public, personally appeared ________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) Item 2D-23 -21- 12812-0001\2739575v2.doc CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of ) On ____________, 20__, before me, ________________________________________________, (insert name and title of the officer) Notary Public, personally appeared ________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) Item 2D-24 EXHIBIT “A” LEGAL DESCRIPTION OF THE PROPERTY Real property in the City of Palm Desert, County of Riverside, State of California, described as follows: A PORTION OF PARCEL 1 OF THAT CERTAIN CERTIFICATE OF COMPLIANCE NO. 88-1, RECORDED JUNE 1, 1988 AS INSTRUMENT NO, 146461 OF OFFICIAL RECORDS. IN THE CITY OF PALM DESERT. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LOCATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 NORTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID PARCEL 1; THENCE NORTH 89°55'15' EAST, ALONG THE NORTHERLY LINE OF SAID PARCEL 1, SAID LINE ALSO BEING THE SOUTHERLY RIGHT-OF-WAY LINE OF GERALD FORD DRIVE, A DISTANCE OF 514.35 FEET; THENCE SOUTH 47°23'23" EAST, A DISTANCE OF 34.01 FEET, THENCE SOUTH 00°03'36" WEST, A DISTANCE OF 942.64 FEET, THENCE NORTH 89°56'24" WEST, A DISTANCE OF 539.40 FEET; THENCE NORTH 00°03'36" EAST, ALONG THE WESTERLY LINE OF SAID PARCEL 1 AND THE SOUTHERLY EXTENSION THEREOF, A DISTANCE OF 964.39 FEET, TO THE POINT OF BEGINNING. Item 2D-25 EXHIBIT “B” HOUSEHOLD INCOME CERTIFICATION (Attached) Item 2D-26 -24- 12812-0001\2739575v2.doc Item 2D-27 -25- 12812-0001\2739575v2.doc Item 2D-28 -26- 12812-0001\2739575v2.doc Item 2D-29 -27- 12812-0001\2739575v2.doc EXHIBIT “C” CERTIFICATE OF CONTINUING COMPLIANCE (Attached) Item 2D-30 -28- 12812-0001\2739575v2.doc Item 2D-31 -29- 12812-0001\2739575v2.doc Item 2D-32 -30- 12812-0001\2739575v2.doc Item 2D-33 -31- 12812-0001\2739575v2.doc Item 2D-34 Vitalia Apartments Gerald Ford Drive, west of Portola Drive Palm Desert, California Gerald Ford DriveGerald Ford Drive Portola Avenue Portola Avenue Item 2D-35 [This page has intentionally been left blank.] Page 1 of 5 PALM DESERT HOUSING AUTHORITY STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Jessica Gonzales, Housing Manager REQUEST: ADOPT A RESOLUTION OF THE BOARD OF THE PALM DESERT HOUSING AUTHORITY (i) AUTHORIZING THE EXECUTION AND DELIVERY OF A LOAN AGREEMENT BETWEEN THE AUTHORITY AND PALM DESERT PACIFIC ASSOCIATES APPROVING A LOAN IN THE AMOUNT OF $6,030,000 FROM THE AUTHORITY’S LOW AND MODERATE INCOME HOUSING ASSET FUND TO FUND THE PURCHASE BY PALM DESERT PACIFIC ASSOCIATES OF A PROPERTY AND CONSTRUCTION OF 269 MULTIFAMILY HOUSING UNITS; AND (ii) TAKING RELATED ACTIONS. RECOMMENDATION: Waive further reading and adopt a Resolution (Housing Authority): 1.Authorizing the execution and delivery of a Loan Agreement, in substantial form, between the Palm Desert Housing Authority and Palm Desert Pacific Associates approving a loan in the amount of $6,030,000 from the Authority’s Low and Moderate Income Housing Asset Fund (“LMIHAF”) to fund the purchase by Palm Desert Pacific Associates of a property and construction of 269 multi-family units consisting of 266 affordable housing units and three (3) on-site property manager units. 2.Authorize the Chairman or Executive Director, in consultation with legal counsel, to execute and deliver, for and in the name of the Authority, the Loan Agreement and documents presented to the Authority Board at this meeting, as modified, provided such modifications are materially consistent with the terms set forth in the Loan Agreement. 3.Authorize the Chairman, the Executive Director, or their respective designees, in consultation with legal counsel, to execute and deliver, for and in the name of the Authority, all other necessary or proper documents and instruments, and to do all things which they may deem necessary or proper to effectuate the purposes of the Resolution. BACKGROUND/ANALYSIS: On August 28, 2021, the Palm Desert Housing Authority (“Authority”), conditionally authorized and approved a loan commitment to Palm Desert Pacific Associates (“Pacific Associates”), in the amount of $6,030,000 from the Authority’s Low and Moderate Income Housing Asset Fund for the financing and construction of a 100% affordable multi-family apartment community project that will consist of 266 affordable units with 3 on-site manager units in one phase (the “Project”). Item 2E-1 Palm Desert Housing Authority Loan Agreement and Documents – Palm Desert Pacific Associates, Vitalia Apartments Page 2 of 5 Concurrently, the Authority Board authorized Pacific Associates to submit an application to CDLAC/TCAC for Tax Bonds, Federal Tax Credits and State Tax Credits. Thereafter, the Pacific Associates submitted an application to obtain an allocation of four percent (4%) Low Income Housing Tax Credits. Although Pacific Associates was successful in the first application submittal of August 2021, Pacific Associates was awarded an allocation in the application submittal of March 2022 and received notification of such in June 2022. With the successful award to Pacific Associates, staff and legal counsel proceeded in negotiating and preparing such agreements and documents, or which are otherwise required, to effectuate the Authority’s funding commitment for the Project as provided in the Conditional Loan Agreement. The documents consist of (i) a loan agreement, (ii) a promissory note, (iii) a deed of trust and (iv) a regulatory agreement, (entitled “Housing Agreement”) each by and between, or for the benefit of the Authority or Pacific Associates (collectively, “Documents”). The initial terms of the Conditional Loan commitment required completion of the project by the date that is two years after closing, subject to force majeure delays (which was staff’s attempt to reflect required completion within 5 years from the 8/2021 loan commitment). However, the borrower/developer and its primary lender have requested a three (3) year period; the primary lender’s loan documents give the borrower/developer three years, and its policy is not to accept a shorter deadline in subordinate loans like the Housing Authority loan. We note that the Authority’s conditional loan commitment permits the City Manager/Executive Director to negotiate loan terms. Staff and the Executive Director believe that the three-year period is reasonable, and the documents have been revised to three years The Land was declared by the Successor Agency to the Palm Desert Redevelopment Agency (SARDA) exempt to the Surplus Land Act (SLA) and was qualified by the California Department of Housing and Community Development (HCD) for the grandfathered exemption which requires the land to be conveyed to Pacific Associates by December 31, 2022. If the land is not conveyed to by this deadline, the Purchase and Sale Agreement (PSA) would expire and no longer be valid. This would also terminate the authority provided under the PSA, for Pacific Associates to proceed with the Project. The Documents require the following provisions: Project. The Project will be operated for a period of fifty-five (55) years following the date of completion of construction and obtaining a certificate of occupancy for the Project to provide rental housing affordable to persons and families of low and extremely low income in accordance with the affordability restrictions contained in the Loan Documents and in accordance with the four percent (4%) Tax-Exempt Bonds, Federal Tax Credits, State Tax Credits being used to finance the Project. To the extent necessary, the Authority will subordinate the deed of trust securing its Loan to the liens and encumbrances of the Project’s construction and permanent lenders. However, the Authority will not subordinate its interests in the LMIHAF Housing Agreement (described below) to such liens or encumbrances. The City will be able to count 81 extremely-low income units, 185 low income units and three (3) above-moderate income units towards the City’s Regional Housing Needs Assessment (“RHNA”) requirements. The Project will also be restricted by a density bonus regulatory agreement that will restrict 24 units to low Item 2E-2 Palm Desert Housing Authority Loan Agreement and Documents – Palm Desert Pacific Associates, Vitalia Apartments Page 3 of 5 income households. It should be noted that the density bonus restrictions will be layered with the Authority Loan’s restrictions, and the extremely-low income restrictions will prevail. Authority Loan Terms. The Loan shall be in the principal amount of $6,030,000, and will have a term of fifty-five (55) years following the date of completion of construction and obtaining a certificate of occupancy for the Project, bear simple interest at three (3%) per annum and will be repaid from fifty percent (50%) of the Project’s residual receipts and the loans will be due and payable at the end of the loan term. There are no other soft lenders providing funding sources and the Authority will not have to share repayment of the residual receipts. The Authority Loan also includes an express event of default if a TCAC Regulatory Agreement is not recorded against the property for a 55 year period that restricts 266 units to 30%, 60% and 80% AMI households. LMIHAF Housing Agreement: The regulatory agreement for the Project associated with the Authority Loan, will restrict 81 units in the Project for rental at affordable rents to individuals and families with incomes that do not exceed the 30% of the area median income for Riverside County adjusted for family size (AMI). Three two-bedroom units will be set-aside for the onsite managers, and the remaining 185 units will be restricted to 60% and 80% AMI households by the TCAC Regulatory Agreement. The City’s Density Bonus Housing Agreement will also restrict 24 units to low income households for a 55 year term. Based on the analysis, presented in Attachment 5, prepared by Keyser Marston Associates, Inc. (“KMA”), the Authority’s financial consultant, the full $6,030,000 in LMIHAF assistances can be attributed to the extremely-low income units for SB 341 income targeting purposes, which equates to approximately $74,444 per restricted unit. A $74,444 per unit subsidy for extremely- low income units that do not also have an operating subsidy, is very reasonable in Southern California. The proposed subsidy is only 22% of the estimated $336,015 per unit cost to develop the Project. KMA concluded after comparing the November 2, 2022, pro forma to the initial financial gap analysis completed in 2021, the Project costs have increased significantly (approximately 18%) as have interest rates. Both events cause the Project to have a significant financial gap if the Authority places affordability restrictions on all the units. The LMIHAF affordability restrictions, while restricting the units to the same income level, have slightly different rent calculation methodologies than the TCAC program. As such, if the Authority were to impose the LMIHAF requirements on all units, the permanent loan will decrease by over $3 million and create an approximately $3 million financial gap for the Project with no time to identify additional funding sources prior to the December 31, 2022, land closing deadline. While the LMIHAF Housing Agreement will only restrict 81 units to extremely-low income households, the LMIHAF Loan Agreement has a provision that if the TCAC Regulatory Agreement that restricts 266 units to households earning 30%, 60% and 80% AMI is not recorded against the property for 55 years, the LMIHAF Loan will be in default. Thus, 100% of the units will be restricted to households earning 30%, 60% and 80% AMI. In summary, the following is the comparison of the changes from 2021 to November 2, 2022, analysis: 2021 2022 LMIHAF Affordability Restriction 81 - Extremely Low-Income 81 - Extremely Low-Income Item 2E-3 Palm Desert Housing Authority Loan Agreement and Documents – Palm Desert Pacific Associates, Vitalia Apartments Page 4 of 5 It should be noted that 100% of the $6,030,000 will be allocated towards households earning up to 30% AMI. As such, future projects assisted by LMIHAF money will likely not be required to provide as many extremely-low income restricted units since the SB 341 LMIHAF income targeting requirements only require at least 30% of LMIHAF monies spent in a five year per are required to benefit households earning 30% of AMI. Vitalia UHC Project Palm Villas Total Units 269 176 241 Total Affordable Units 266 175 239 Authority Restricted Units 81 175 239 Extremely-Low Income Units 81 175 239 Project Based Vouchers 0 88 60 Average AMI % 55% 46% 49% Total Development Costs $336,000/Du $581,900/Du $539,300/Du Includes Prevailing Wages No Yes Yes Authority LMIHAF Assistance $6,030,000 7,235,000 $6,755,000 /Total Units $22,400 $41,100 $28,000 /Affordable Units $22,700 $41,300 $28,300 /Authority Restricted Units $74,400 $41,300 $28,300 /Authority ELI Units $74,400 $77,800 $93,800 Prior to close of escrow, Pacific Associates has to perform its due diligence and provide proof of financing commitments from all sources to fund the entire Project and the Project must be permit ready in which Pacific Associates has to obtain a conditional permit ready approval letter. Adoption of the resolution approves a Loan Agreement with Pacific Associates, which provides a loan in the amount of $6,030,000 from the Authority’s Low and Moderate Income Housing Asset Fund (the “Loans”), approves the Documents, including the exhibits attached thereto, substantially in the form presented to the Authority Board at this meeting and authorize staff and officers of the City and Authority to finalize, execute and record the Documents, as applicable, and any other agreements and documents necessary to implement the Loan Agreement at the close of escrow. By making the Loan to Pacific Associates, the Authority will benefit from a 55-year affordable restricted community available to extremely low and low income households. Staff recommends approval. Strategic Plan: One of the priorities of the City of Palm Desert’s (“City”) Envision Palm Desert Strategic Plan, as part of Land, Use, Housing and Open Space, is to facilitate development of high-quality housing 186 – Lower Income LMIHAF Loan Assistance $6,030,000 $6,030,000 Per Unit Cost $28,000 $74,444 Item 2E-4 Palm Desert Housing Authority Loan Agreement and Documents – Palm Desert Pacific Associates, Vitalia Apartments Page 5 of 5 for people of all income levels. This request meets that objective by diversifying the City’s housing stock for lower income households. FINANCIAL IMPACT: The fiscal impact of this request is the loan itself in the amount of $6,030,000 from the Authority’s Low and Moderate Income Housing Asset Fund, or $74,444 per restricted unit. This transaction will not impact the City's General Fund. The Developer’s sources of financing breakdown for the project are as follows: REVIEWED BY: Department Director: Eric Ceja City Attorney: Robert Hargreaves, BBK Law Special Counsel: Bruce W. Galloway, Richards, Watson & Gershon Law. Finance Director: Veronica Chavez Assistant City Manager: Chris Escobedo Executive Director: Todd Hileman ATTACHMENTS: 1. Palm Desert Housing Authority Resolution 2. Palm Desert Pacific Associates – Vitalia LMIHAF Housing Agreement 3. Palm Desert Pacific Associates – Vitalia Loan Agreement 4. Palm Desert Pacific Associates – Vitalia Deed of Trust and Assignment of Rents 5. Palm Desert Pacific Associates – Vitalia Promissory Note 6. Palm Desert Pacific Associates – Vitalia Notice of Affordability Restriction 7. KMA Financial Gap Analysis dated November 2, 2022 8. Project Site Map Funding Source Description Total Project Cost Palm Desert Housing Authority Low and Moderate Income Housing Asset Fund Land Purchase and Construction Cost $6,030,000 Tax-Exempt Bonds Permanent Loan $22,000,000 (4%) Federal Tax Credits Investor Equity $37,478,458 State Tax Credits Investor Equity $19,633,567 CVAG TUMF Waiver Fee Waiver $361,228 Solar Tax Credit Equity Investor Equity $432,000 Deferred Developer Fee 43% of Dev Fee $4,452,884 TOTAL $90,388,137 Item 2E-5 RESOLUTION NO. HA-___ A RESOLUTION OF THE PALM DESERT HOUSING AUTHORITY APPROVING A LOAN AGREEMENT REGARDING VITALIA BETWEEN THE AUTHORITY AND PALM DESERT PACIFIC ASSOCIATES, L.P,, AND TAKING RELATED ACTIONS RECITALS: A. Pursuant to AB X1 26 (enacted in June 2011) and the California Supreme Court’s decision in California Redevelopment Association, et al. v. Ana Matosantos, et al., 53 Cal. 4th 231 (2011), the former Palm Desert Redevelopment Agency (the “Former Agency”) was dissolved as of February 1, 2012, the Successor Agency to the Palm Desert Redevelopment Agency (the “Successor Agency”), as the successor entity to the Former Agency, was constituted, and a board of the Successor Agency (the “Board”) was established. B. AB X1 26 added Part 1.8 (commencing with Section 34161) and Part 1.85 (commencing with Section 34170) to Division 24 of the California Health and Safety Code (“HSC”) (such Parts 1.8 and 1.85, including amendments and supplements enacted after AB X1 26, being referred to herein as the “Dissolution Act”). C. Pursuant to HSC Section 34176(b), the City Council of the City of Palm Desert (the “City”) adopted Resolution No. 2012-07, electing for the City to not retain the responsibility for performing housing functions previously performed by the Former Agency, and determining that all of the assets, as allowed by law, and all rights, powers, liabilities, duties, and obligations associated with the housing activities of the Former Agency be transferred to the Palm Desert Housing Authority (the “Authority”). D. The Successor Agency and Pacific West Communities, Inc. (”Pacific West”) entered into an Exclusive Negotiation Agreement, dated as of October 21, 2020, for the purpose of negotiating the terms and conditions upon which the Successor Agency would sell to the Pacific West the approximately +/- 11.94-acre portion of real property owned by the Successor Agency located in the City along Gerald Ford Drive and identified as APN 694-310-006 (the “Property”) for the purpose of constructing thereon a 269-unit multi-family residential apartment community for households with incomes between 30% and 80% of the area median income (the “Project”). The Property is described in Exhibit “A”, attached hereto and incorporated herein. E. Pacific West created Palm Desert Pacific Associates, a California limited partnership (“Developer”) to be the tax credit limited partnership that will be the borrower and the developer for the Project; Pacific West is its Administrative General Partner. F. An appraisal of the Property was ordered from Novogradac Consulting, LLP, received and dated March 25, 2021. The report places the current appraised value of the Property at $4,500,000. Item 2E-6 RESOLUTION NO. HA-104 2 P6401-0001\2546752v2.doc G. The Pacific West has submitted a funding request to the Authority to make a loan to the Pacific West in the amount of $6,030,000 (the “Loan”) to assist the Pacific West in the purchase of the Property from the Successor Agency and the development of the Project. The Project is intended to be funded by leveraging multiple funding sources including four percent tax exempt bonds, federal tax credits, state tax credits, and the Loan. H. At its meeting on August 26, 2021, the Board of the Successor Agency approved a purchase and sale agreement (the “PSA”) for the sale of the Property to the Pacific West for a purchase price equal to its appraised value, subsequently was approved on January 20, 2022, by the Countywide Oversight Board of the County of Riverside and, was deemed approved by the State Department of Finance. I. The Authority, as the housing successor to the Former Agency, on August 26, 2021, approved a Conditional Agreement Regarding Vitalia Apartments between the Authority and the Pacific West and incorporated herein by reference (the “Conditional Loan Agreement”) which provides for the Authority to make the Loan to the Pacific West subject to the terms and conditions therein. J. The Pacific West has submitted, an application, including the Conditional Loan Agreement, to the California Tax Credit Allocation Committee (“TCAC”) for an allocation of tax-exempt bonds, federal tax credits and state tax credits as described in the Conditional Loan Agreement. K. The Pacific West has successfully received a Tax Allocation for the Project and has provided proof of financing commitments from all sources to fund the entire Project and the Project is in the process of obtaining a conditional Grading and Building and Safety permit ready approval. NOW, THEREFORE, THE PALM DESERT HOUSING AUTHORITY DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1. The above recitals, and each of them, are true and correct and are a substantive part of this Resolution. Section 2. The Agreement, in the form attached hereto as Exhibit “B”, is hereby approved. The Executive Director of the Authority is hereby authorized to execute and deliver, for and in the name of the Authority, the Agreement in substantially such form, with such changes thereto as the Executive Director, in consultation with the Authority legal counsel, may deem appropriate or necessary and consistent with the purposes of this Resolution (such approval to be conclusively evidenced by the execution and delivery thereof). Item 2E-7 RESOLUTION NO. HA-104 3 P6401-0001\2546752v2.doc Section 3. The members of this Board and the staff of the Authority are hereby authorized, jointly and severally, to do all things which they may deem necessary or proper to effectuate the purposes of this Resolution, including negotiating and preparing agreements and documents, and any such actions previously taken are hereby ratified and confirmed. PASSED, APPROVED and ADOPTED on this 17th day of November 2022, by the following vote, to wit: AYES: NOES: ABSENT: ABSTAIN: _________________________________ JAN C HARNIK, CHAIRMAN ATTEST: ________________________________ ANTHONY J. MEJIA, MMC, SECRETARY PALM DESERT HOUSING AUTHORITY Item 2E-8 [This page has intentionally been left blank.] Item 2E-9 RESOLUTION NO. HA-104 5 P6401-0001\2546752v2.doc EXHIBIT “A” The Land referred to herein below is situated in the City of Palm Desert, County of Riverside, State of California, and is described as follows: 1 of 2 Item 2E-10 RESOLUTION NO. HA-104 6 P6401-0001\2546752v2.doc 2 of 2 Item 2E-11 RESOLUTION NO. HA-104 7 P6401-0001\2546752v2.doc EXHIBIT “B” LOAN AGREEMENT THIS LOAN AGREEMENT “Loan Agreement”) is dated as of ______________, 2022 and is entered into by and between the PALM DESERT HOUSING AUTHORITY (“Lender”), and PALM DESERT PACIFIC ASSOCIATES, a California limited partnership (“Borrower”). R E C I T A L S: A. Borrower has acquired or will acquire the land located in the City of Palm Desert, County of Riverside, State of California, more particularly described on Exhibit “A” attached hereto (together with any improvements thereon, the “Property”) from the Successor Agency to the Palm Desert Redevelopment Agency. (The sale of the Property was approved by the Countywide Oversight Board for the County of Riverside by its Resolution No. 2022-30, and the Property is exempt from the surplus land statutes under California Government Code 54234(b)(1)(A) because an Exclusive Negotiation Agreement for the Property was entered into prior to December 31, 2020, and the disposition of the Property is to occur prior to December 31, 2022.) B. Borrower intends to construct the improvements on the land that are described on Exhibit “B” (the “Improvements” or “Development”). C. Borrower has requested that Lender make a loan to Borrower from low income housing set aside funds in the principal amount of $6,030,000.00, consisting of a purchase money loan in the amount of $4,500,000.00 to be disbursed to the seller of the Property (which is the Successor Agency to the Palm Desert Redevelopment Agency) and a construction loan of $1,530,000.00 (collectively, the “Loan”), with the construction loan portion to be used after all available tax credit equity to pay for a portion of the costs of the Improvements, on the terms and conditions hereinafter set forth. NOW, THEREFORE, the Parties agree as follows: A G R E E M E N T: DEFINITIONS AND EXHIBITS. Definitions. The following initially capitalized words and terms have the meanings set forth in this Section 1.1 wherever used in this Agreement, unless otherwise provided to the contrary: “Closing” shall mean the date on which the Deed of Trust is recorded in the Official Records of Riverside County, California. “Completion of Construction” shall mean the date that Borrower obtains a certificate of occupancy for the Improvements. “Construction Plans” means the construction plans, specifications and related documents consistent with the Scope of Development attached hereto as Exhibit “B” for the design and construction of the Improvements. “Deed of Trust” shall mean a Deed of Trust and Assignment of Rents in the form attached hereto as Exhibit “C”, executed by Borrower for the benefit of Lender and, Item 2E-12 RESOLUTION NO. HA-104 8 P6401-0001\2546752v2.doc acknowledged (which is to be recorded against the Property in the Official Records of Riverside County, California at the Closing). “Entitlements” shall mean all authorizations, approvals, rights, maps, licenses, permits, franchises, certificates, instruments, documents, agreements, variances and other land use approvals required for the Development. “Governmental Authority” shall mean any federal, state or local governments, and all subdivision thereof, including any City, authority, board, bureau, commission, department or other public body, including any court, administrative tribunal or public utility. “Improvements”, “Development” or “Project” shall mean the project/work described in the Scope of Development attached hereto as Exhibit “B”. “Loan” shall mean the loan contemplated by this Agreement as defined in the Recitals. “Loan Documents” shall mean this Agreement, the Note, the Deed of Trust, the Regulatory Agreements, the Notice and all other documents and instruments executed and delivered, or to be executed and delivered, in connection with the Loan (including the Acknowledgment referred to in Section 3.6.1 below). “Note” shall mean a Secured Promissory Note, in the form attached hereto as Exhibit “D”, executed by Borrower and payable to City. “Notice” shall mean a Notice of Affordability Restrictions in the form attached hereto as Exhibit “E”. “Operating Year” shall mean each calendar year or portion thereof during which the Project is operating. “Project Net Cash Flow” shall mean the revenues (without regard to the source) derived from the operation of the Development minus (i) all real estate and personal property taxes and assessments, insurance premiums, monitoring fees and reasonable costs of maintenance, operation and management incurred by the Borrower in connection with the operation and maintenance of the Development, (ii) base property management fees not to exceed the lesser of (a) Twenty-Eight Dollars and Forty-Four cents ($28.44) per unit per month (which amount shall increase annually by the lesser of three and a half percent (3.5%) or the rate of increase in the CPI (defined below) from the prior calendar year) or (b) three and a quarter percent (3.25%) of the effective gross income received by Borrower in connection with its applicable calendar year and other reasonable and customary management fees (iii) a minimum of $24,000 per year in tenant services provided on-site (which amount shall increase annually by the rate of increase in the CPI from the prior calendar year, (iv) the costs of servicing the senior construction loan/financing (and any approved refinancing thereof) or other sources of financing approved by Lender (other than the Loan); (v) amounts necessary to maintain a guaranty or other form of security or bond for an operation reserve account which shall be capitalized in the amount not to exceed Six Hundred Fifty Three Thousand Six Hundred Sixty Five Dollars ($653,665), including any replenishment of such reserve (vi) amounts deposited into a replacement initially capitalized reserve account in the sum of not to exceed $250/unit per annum, increasing 3% per annum and any ongoing deposits to such reserve (vi) the repayment of any amounts loaned by Item 2E-13 RESOLUTION NO. HA-104 9 P6401-0001\2546752v2.doc the Borrower or its partners to the Development for material Development costs which costs were not reasonably foreseeable, and which loan, and the items for which funds were expended pursuant to such loan, are approved in advance by the Lender’s Executive Director, (vii) deferred Borrower fees in the total maximum amount of $5,000,000, (viii) a Limited Partner monitoring fee in the annual amount of $7,500; and (ix) a managing general partner fee in the annual amount of $26,900, which may increase up to three percent (3.0%) annually; any unpaid tax credit adjuster payments due to the limited partner of Borrower. The amounts of the operation reserves and replacement reserves described above may increase in accordance with the annual percentage increases from the date hereof in the Consumer Price Index, U.S. City Average, All Urban Consumers as published by the U.S. Bureau of Labor Statistics (the “CPI”) or as required for the Borrower limited partner or any senior lender. Project Net Cash Flow shall be determined by Borrower and Lender on a cash basis without regard to any carry-over profit or loss from any prior calendar year, and shall be determined annually, on or before April 15 for the preceding Operating Year. “Parties” shall mean Lender and Borrower, collectively, and “Party” shall mean Lender or Borrower, individually. “Person” shall mean a natural person, a partnership, a joint venture, an unincorporated association, a limited liability company, a corporation, a trust, any other business association or any Governmental Authority. “Potential Default” shall mean any condition or event that could, with the lapse of time/expiration of applicable cure period under this Agreement after any written notice to Item 2E-14 RESOLUTION NO. HA-104 10 P6401-0001\2546752v2.doc Borrower thereof required by this Agreement is delivered, constitute a “Default” (as defined in Section 5.1 below). “Property” shall have the meaning provided in Recital A, but shall also mean portions thereof or interests therein as the context requires. “Preliminary Budget” shall mean the budget for the costs of the Project attached hereto as Exhibit “F”. “Regulatory Agreements” shall mean the Housing Agreements in the form attached hereto as Exhibit “G”. “Schedule of Performance” shall mean the schedule for the completion of the Improvements attached to this Agreement as Exhibit “H”. Exhibits. The following exhibits are attached to this Agreement and incorporated into, and made a part of, this Agreement by this reference: Exhibit “A”: Legal Description Exhibit “B”: Scope of Development Exhibit “C”: Form of Deed of Trust Exhibit “D”: Form of Promissory Note Exhibit “E”: Form of Notice of Affordability Restrictions Exhibit “F”: Preliminary Project Budget Exhibit “G”: Forms of Housing Agreement (LMIHF) or “Regulatory Agreement” and Housing Agreement (Density Bonus) Exhibit “H”: Schedule of Performance CONSTRUCTION OF IMPROVEMENTS. Construction Pursuant to Plans. The Improvements shall be constructed in accordance with final Construction Plans approved by the City of Palm Desert and the terms and conditions of the permits and approvals issued or to be issued by the City of Palm Desert. Commencement and Completion of Improvements; Schedule of Performance. Borrower shall commence construction of the Improvements no later than the applicable date set forth in the Schedule of Performance, diligently prosecute to completion the construction of the Improvements no later than the applicable date set forth in the Schedule of Performance, and Borrower shall otherwise comply with the Schedule of Performance, in each case subject to Section 6.11 below (Force Majeure). Compliance with Applicable Law. Borrower shall cause all construction to be performed in compliance with: (a) all applicable laws, ordinances, rules and regulations of federal, state, county or municipal governments or agencies now in force or that may be enacted hereafter; (b) all directions, rules and regulations of any fire marshal, health officer, building inspector, or Item 2E-15 RESOLUTION NO. HA-104 11 P6401-0001\2546752v2.doc other officer of every governmental authority now having or hereafter acquiring jurisdiction; (c) all applicable permits and governmental approvals. Monthly Progress Reports. Until such time as Borrower has completed the Improvements, Borrower shall provide Lender with monthly progress reports (within 30 days of the end of each calendar month for the previous calendar month) regarding the status of the construction of the Improvements. Construction Responsibilities. Borrower shall be solely responsible for all aspects of Borrower’s conduct in connection with the Improvements, including (but not limited to) the quality and suitability of the plans and specifications, the supervision of construction work, and the qualifications, financial condition, and performance of all architects, engineers, contractors, subcontractors, suppliers, consultants, and property managers. Any review or inspection undertaken by Lender with reference to the Improvements is solely for the purpose of determining whether Borrower is properly discharging its obligations, and should not be relied upon by Borrower or by any third parties as a warranty or representation as to the quality of the design or construction of the Improvements, or for any other purpose. Mechanics’ Liens, Stop Notices, and Notices of Completion. If any claim of lien is filed against the Property or a stop notice with respect to the Loan is served on Lender or any other lender or other third party in connection with the Improvements, then Borrower shall, subject to Borrower’s right to contest such lien in good faith and in accordance with applicable law, within ninety (90) days after such filing or service, either pay and fully discharge the lien or stop notice, effect the release of such lien or stop notice by delivering to Lender a surety bond from a surety acceptable to Lender in sufficient form and amount, or provide Lender with other assurance satisfactory to Lender that the claim of lien or stop notice will be paid or discharged. Budget Amendments. After the Closing, Borrower shall submit any changes to the Budget to Lender for approval within ten (10) days after Borrower receives information indicating that actual costs therein vary or will vary from those shown on the Budget, together with evidence that Borrower has funds available from sources other than Lender to pay any cost increases and overruns. LOAN PROVISIONS. Use. The Loan shall be used solely for costs of the Project (including the purchase price for the Property) as shown on the Project Budget that exceed the equity available for and invested in the Project. Interest; Payments. The outstanding principal balance of the Loan shall accrue interest as set forth in the Note and such principal and interest shall be payable as set forth in the Note. Acceleration. Upon a Default by Borrower under Section 5 below, Lender may elect by written notice to Borrower that all outstanding principal and accrued interest on the Loan shall become due and payable. Security. The Note shall be secured by the Deed of Trust. Project Net Income Reporting. On or before April 15 of each calendar year, Borrower shall provide the Lender with an annual report in form and substance reasonably Item 2E-16 RESOLUTION NO. HA-104 12 P6401-0001\2546752v2.doc acceptable to Lender that include annual financial statements with respect to the Project that have been reviewed by an independent certified public accountant (“Annual Financial Report”). In the event the Residual Receipts reported or paid deviate by a deficit of three percent (3%) or more from that amount determined to be owing upon review of Developer’s submittal and an audit (and the Lender shall have the right to audit Developer’s books and records for the Project, which shall be kept at _____________________ in the City of Palm Desert), Borrower shall reimburse Lender for its cost to review and shall pay the amounts owing within ten (10) days after notice from Lender describing such amounts and costs. Conditions Precedent to Closing. The obligation of Lender to close the Loan is expressly conditioned upon the satisfaction of the following on or before December 31, 2022: City’s receipt of originals of this Agreement and the Note, duly executed by Borrower, and City’s receipt of an Acknowledgement regarding the management of the Project, in the form previously delivered to Borrower, duly executed by Palm Communities; No Default or Potential Default by Borrower exists. Commonwealth Land Title Insurance Company has recorded, or is irrevocably and unconditionally committed to record, the Deed of Trust, the Housing Agreement (LMIHF) and the Housing Agreement (Density Bonus) and the Notice of Affordability Restrictions (and any deeds of trust or other documents required as a condition to any other construction financing for the Project). Commonwealth Land Title Insurance Company has unconditionally committed to issue a lender’s title insurance policy to Lender in the amount of the Loan insuring the Deed of Trust, with exceptions approved by Lender and otherwise in form and substance acceptable to Lender. Borrower shall have delivered to Lender copies of Borrower’s organizational documents to Lender (including the partnership agreement for any tax credit limited partnership formed by the Borrower) as well as any other reasonable evidence requested by Lender showing Lender that Borrower has duly authorized the Loan Documents. The City of Palm Desert shall have issued the building permit for the improvements and shall have completed its environmental (CEQA) review. Borrower shall have provided reasonable evidence to the Lender of: (i) the cost of the Improvements (including a GMAX or stip sum construction contract from a reputable bondable contractor) and (ii) that Borrower has debt and equity funds to pay for such costs (and any tax credit equity shall have been committed and available, as shown by reasonable evidence delivered to City). If Lender is requested to execute a subordination agreement with respect to the deed of trust securing senior construction financing, then Lender’s receipt and approval of the loan documents for such senior construction financing. Loan Disbursements. Disbursement of the purchase money portion of the Loan shall be made by Lender to escrow at closing for payment to the seller (the Successor Agency to Item 2E-17 RESOLUTION NO. HA-104 13 P6401-0001\2546752v2.doc the Palm Desert Redevelopment Agency), and disbursements of the construction loan portion of the Loan shall be conditioned upon the following additional conditions: Borrower shall have delivered to Lender a written disbursement request in form and substance reasonably satisfactory to Lender, together with copies of the applicable invoices or other appropriate documentation for the costs to be paid (consistent with the final Project budget) and appropriate mechanics lien waivers for the work performed prior to the date of disbursement (i.e., unconditional progress payment waivers for all costs paid with the previous disbursement, and conditional progress payment waivers for the costs to be paid with the current disbursement, provided that final waivers shall be provided as a condition to the final disbursement). No default shall have occurred under any Loan Document that remains uncured as of the date of the disbursement request or actual disbursement. All equity funds shall have been disbursed and applied to Project costs in the Project Budget as shown by reasonable evidence delivered to Lender, and the Loan funds not yet disbursed together with any other committed sources of funds are sufficient to pay all remaining Project costs. OTHER LOAN REQUIREMENTS. Information. Borrower shall provide any information requested by Lender in good faith in connection with the Improvements. Hazardous Materials. Borrower shall not use, generate, manufacture, store or dispose of on, under, or about the Property or transport to or from the Property any flammable explosives, radioactive materials, hazardous wastes, toxic substances or related materials, including any substances defined as or included in the definition of “hazardous substances,” hazardous wastes,” “hazardous materials,” or “toxic substances” under any applicable federal or state laws or regulations (collectively, “Hazardous Materials”), except such of the foregoing as may be customarily used in connection with the ownership, operation, occupancy, maintenance and construction of improvements similar to the Improvements. Borrower acknowledges and agrees that each representation and warranty in this Agreement (together with any indemnity obligation applicable to a breach of any such representation and warranty) with respect to the environmental condition of the Property is intended by the Parties to be an “environmental provision” for purposes of California Code of Civil Procedure Section 736. Construction Responsibilities; Commencement and Completion. Borrower shall cause the construction of the Improvements to be prosecuted with diligence, in good faith, and in accordance with the Schedule of Performance, subject to Section 6.11 below. Borrower shall cause the construction of the Improvements to be performed in a good and workmanlike manner in accordance with the Construction Plans approved by the City, in compliance with all applicable laws, ordinances, rules, regulations, building restrictions, recorded covenants and restrictions and requirements of each Governmental Authority having jurisdiction over the Property and free and clear of any liens or claims for liens. Borrower shall be solely responsible for all aspects of Borrower’s business and conduct in connection with the Property, including the quality and suitability of the Construction Plans and their compliance with the requirements of each applicable Governmental Authority and the Loan Documents, and the supervision of the construction of the Improvements, the qualifications, financial condition and performance of all architects, engineers, contractors, subcontractors, material suppliers, consultants and property managers, the accuracy Item 2E-18 RESOLUTION NO. HA-104 14 P6401-0001\2546752v2.doc of all applications for payment and loan draw requests and the proper application of all disbursements. Fees and Taxes. Borrower shall be solely responsible for payment of all fees, assessments, taxes, charges and levies imposed by any public authority or utility company with respect to the Property, and shall pay such charges prior to delinquency. However, Borrower shall not be required to pay and discharge any such charge so long as (a) the legality thereof is being contested diligently and in good faith and by appropriate proceedings and (b) if requested by Lender, Borrower deposits with Lender such funds or other forms of assurance that Lender in good faith from time to time determines appropriate to protect Lender from the consequences of the contest being unsuccessful, provided, however, that if Borrower has deposited sufficient funds with a senior lender, Borrower shall not be required to deposit funds with Lender. Notice of Litigation. Borrower shall promptly notify Lender of any litigation materially affecting Borrower or the Property and of any claims or disputes that Borrower reasonably believes involve a material risk of any such litigation. Transfers. The qualifications and identity of the Borrower are of particular concern to the Lender and it is because of such qualifications and identity that the Lender has entered into this Agreement with the Borrower. No voluntary or involuntary successor in interest of the Borrower shall acquire any rights or powers under this Agreement except as expressly set forth herein. However, Borrower may assign this Loan Agreement to a single-asset limited partnership in which Borrower is the general partner, or which has a general partner that is directly or indirectly owned and controlled by Borrower, provided Lender approves the limited partnership agreement and evidence of such control or ownership, such approval not to be unreasonably withheld. The Loan may be accelerated by Lender if there is any conveyance by Borrower of the Property or any portion thereof or interest therein, or Borrower ceases to be (or ceases to own and control, as applicable) the general partner of such limited partnership prior to the completion of the Improvements without the City’s prior written consent. Notwithstanding the foregoing, provided prior written notice to Lender of such transfer (with reasonable evidence of the nature of the transfer) is provided to Lender with respect to items (ii) and (ii) below as applicable, the Lender's consent shall not be required for (i) any direct or indirect transfer of the investor limited partner's interest in the Borrower if such transfer is to an entity controlled by, or under common control with Boston Financial Investment Management, LP or an affiliate thereof, (ii) the removal or replacement of a general partner of Borrower by the investor limited partner in accordance with the provisions of the Borrower's limited partnership agreement, (iii) the transfer of the Property or of a limited partner interest in Borrower to an entity affiliated with Pacific West Communities, Inc., an Idaho corporation made pursuant to an option agreement set forth in Borrower’s limited partnership agreement (collectively, a “Permitted Transfer”). Insurance; Indemnity. Insurance. Borrower shall obtain and maintain at no cost or expense to the Lender, with a reputable and financially responsible insurance company reasonably acceptable to the Lender, (i) after the opening of the Project for business, commercially reasonable casualty insurance for the Improvements in an amount not less than the replacement cost of the Improvements (subject to commercially reasonable deductibles) with a reasonable inflation rider; (ii) commercial broad form general liability insurance, insuring against claims and liability for bodily injury, death, or property damage arising from the construction, use, occupancy, condition, or Item 2E-19 RESOLUTION NO. HA-104 15 P6401-0001\2546752v2.doc operation of the Property, which liability insurance shall provide combined single limit protection of at least $2,000,000 and shall include a reasonable inflation rider, contractual liability coverage and products and completed operations coverage, and (iii) commercial automobile liability insurance of at least $1,000,000 combined single limit. Such liability insurance policies shall name the Lender and its board members, officers, agents and employees as additional insureds. Before commencement of any demolition or construction work by Developer, Borrower shall obtain and maintain in force until completion of such work (i) “all risk” builder’s risk insurance, including coverage for vandalism and malicious mischief, in a form and amount and with a company reasonably acceptable to the Lender, and (ii) workers’ compensation insurance covering all persons employed by Borrower in connection with work on the Project, or any portion thereof. During the construction of Improvements on any portion of the Property by Developer, such builder’s risk insurance shall cover improvements in place and all material and equipment at the job site furnished under contract, but shall exclude contractors’, subcontractors’, and construction managers’ tools and equipment and property owned by contractors’ and subcontractors’ employees. Each architect and each engineer engaged by Borrower shall provide professional liability insurance with a limit of liability of at least One Million Dollars ($1,000,000.00). Borrower shall also furnish or cause to be furnished to the Lender evidence satisfactory to the Lender that any contractor with whom it has contracted for the performance of work on the Property or otherwise pursuant to this Agreement carries workers’ compensation insurance as required by law. With respect to each policy of insurance required above, Borrower and each of Developer’s general contractors, engineers and architects shall furnish to the Lender a certificate on the insurance carrier’s form setting forth the general provisions of the insurance coverage promptly after written request by Lender showing the additional insureds. The certificate shall also be furnished by Borrower prior to commencement of construction of any Improvements. All such policies required by this Section shall contain (i) language to the effect that the policies cannot be cancelled or materially changed except after thirty (30) days’ written notice by the insurer to the City, and (ii) a waiver of the insurer of all rights of subrogation against the Lender and the other additional insureds. All such insurance shall have deductibility limits which shall be commercially reasonable. Procuring the insurance required under this Section shall not be construed to limit Borrower’s liability under the Loan Documents, or to fulfill its indemnity obligations under the Loan Documents. Notwithstanding such insurance policies, Borrower shall be responsible for the total amount of any damage, injury or loss caused by negligence or neglect connected with the ownership, operation or occupancy of the improvements on the land. The insurance requirements set forth in this Section are for the sole purpose of protecting Lender’s security for the Loan and are not to be construed as a representation by Lender that the insurance required under this Section is sufficient to cover Borrower from or against all uninsured losses and Borrower releases Lender from any liability and forever waives any claims against Lender in connection therewith. All insurance policies shall (a) be issued by an insurance company having a rating of “A:VII” or better by A.M. Best Co., in Best’s Rating Guide; (b) name Lender as Item 2E-20 RESOLUTION NO. HA-104 16 P6401-0001\2546752v2.doc an additional insured on all liability insurance and the senior lender as mortgagee and loss payee on all casualty insurance, (c) contain the “standard non-contributory mortgagee clause” and the “standard lenders’ loss payable clause,” or their equivalents, (d) be evidenced by a certificate of insurance (or, if required by City, copy of insurance policy) to be delivered to City. Indemnity. In addition to Developer’s obligations under Section 6.4 below, Borrower hereby agrees to indemnify, defend, protect, and hold harmless the Lender and any and all agents, employees, representatives, board members, consultants, and officers of the Lender, from and against all losses, liabilities, claims, damages (including foreseeable or unforeseeable consequential damages), penalties, fines, forfeitures, costs and expenses (including all reasonable out of pocket litigation costs and reasonable attorneys’ fees) and demands of any nature whatsoever, related directly or indirectly to, or arising out of or in connection with: the validity of this Agreement; the development and construction by Borrower of the Improvements on the Property or the use, ownership, management, occupancy, or possession of the Property during Developer’s period of ownership or control thereof; any breach or Default by Borrower hereunder; and any of Developer’s activities on the land (or the activities of Developer’s agents, employees, lessees, representatives, licensees, guests, invitees, contractors, subcontractors, or independent contractors on the land). The Lender may in its discretion, and at their own cost, participate in the defense of any legal action naming the Lender. The provisions of this Section shall survive the Closing or the termination of this Agreement. DEFAULT AND REMEDIES. Events of Default. Each of the following shall constitute a “Default” by Borrower under this Agreement: The failure by Borrower to make a payment of money to Lender within ten (10) business days from the date such payment was due under any of the Loan Documents. The failure by Borrower to perform any obligation under the Loan Documents not involving the payment of money, and, if such failure is curable within thirty (30) days, the expiration of thirty (30) days after written notice of such failure from Lender to Borrower. If such failure is not curable within 30 days, Borrower may have such longer period of time as is reasonably necessary to complete the cure, provided that Borrower has commenced to cure within the initial 30-day period and diligently prosecutes such cure to completion. Borrower (a) is unable, or admits in writing its inability, to pay its monetary obligations as they become due, (b) makes a general assignment for the benefit of creditors, or (c) applies for, consents to or acquiesces in the appointment of a trustee, receiver or other custodian for itself or its property, or, in the absence of such application, consent or acquiescence, Item 2E-21 RESOLUTION NO. HA-104 17 P6401-0001\2546752v2.doc a trustee, receiver or other custodian is appointed for Borrower or the property of Borrower (including the Development), and such appointment is not discharged within sixty (60) days. The commencement of any case under the Bankruptcy Code or commencement of any other bankruptcy, arrangement, receivership, custodianship or similar proceeding under any federal, state or foreign law by or against Borrower, provided that if any such case or other bankruptcy, arrangement, reorganization, receivership, custodianship or similar proceeding is commenced against Borrower, such case or other bankruptcy, arrangement, receivership, custodianship or similar proceeding is not dismissed within sixty (60) days after its commencement. A final judgment or decree for monetary damages or a monetary fine or penalty (not subject to appeal or as to which the time for appeal has expired) is entered against Borrower by any Governmental Authority, and such judgment, decree, fine or penalty is not paid and discharged or stayed within sixty (60) days after the entry thereof. The assets of Borrower are attached, levied on or otherwise seized by legal process, and such attachment, levy or seizure is not quashed, stayed or released within sixty (60) days of the date thereof. There shall be filed any claim of lien against the Property or the service of any notice to withhold proceeds of the Loan and the continued maintenance of such claim of lien or notice to withhold for a period of sixty (60) days without discharge or satisfaction thereof or provision therefor (including the posting of bonds) satisfactory to City. The occurrence of any conveyance that is prohibited under Section 4.6. A failure to comply in any respect with the Schedule of Performance (subject to force majeure delays under Section 6.11 below). Borrower’s violation of any law or permit applicable to the Property or Improvements (or other improvements on the Property) that is not cured within thirty (30) days after written notice from City. If such failure is not curable within 30 days, Borrower may have such longer period of time as is reasonably necessary to complete the cure, provided that Borrower has commenced to cure within the initial 30-day period and diligently prosecutes such cure to completion. Borrower’s default under any other loans secured by the Property which is not cured within any applicable cure period in the loan documents for such loan or such longer cure period consented to in writing by the applicable lender. 5.1.12. Borrower fails to comply with the CTCAC Reservation Letter dated June 15, 2022 addressed to Christina Alley (which requires, among other things, executing and recording a CTCAC regulatory agreement), or fails to comply with the recorded CTCAC regulatory agreement. Item 2E-22 RESOLUTION NO. HA-104 18 P6401-0001\2546752v2.doc Remedies. The occurrence of any Default by Borrower will relieve Lender of any obligation to make further disbursement of the Loan and shall give Lender the right to proceed with any and all remedies set forth in the Loan Documents, including the following: Lender shall have the right to declare, by written notice to Borrower, the outstanding principal balance of the Loan, together with any accrued and unpaid interest thereon, due and payable as of the date stated in such notice as determined by Lender in its sole and absolute discretion. Lender may proceed to enforce payment thereof and to exercise any or all rights afforded to Lender as a creditor and secured party under law, including the California, including foreclosure of the Deed of Trust. Borrower shall be obligated to pay City, on demand, all reasonable expenses, costs and fees (including reasonable attorney’s fees and expenses) paid or incurred by Lender in connection with the collection of the Loan and the preservation, maintenance, protection, sale or other disposition of the security for the Loan, and such obligation shall be secured by the Deed of Trust. Lender shall have the right to mandamus or other suit, action or proceeding at law or in equity to require Borrower to perform its obligations under the Loan Documents or to enjoin acts or things that may be unlawful or in violation of the provisions of the Loan Documents. Lender may cure any default by Borrower under the Loan Documents. Borrower shall be liable to reimburse City, on demand, for any funds advanced by Lender to cure any such monetary default, together with interest thereon at the lesser of the maximum rate permitted by law or eight percent (8%) per annum from the date of expenditure until the date of reimbursement, and the Deed of Trust shall secure such sums owed. Lender shall have the right to file for record, as Borrower’s attorney-in-fact (which appointment is a power coupled with an interest and is irrevocable), any notices of completion, notices of cessation of labor, notices of non-responsibility or any other notices that Lender considers necessary to protect its security for the Loan. Lender shall also be entitled to all other remedies available at law, in equity or otherwise. Prior to exercising any remedies hereunder, Lender will give Borrower’s investor limited partner notice of default at the same time such notice is given to Borrower provided Lender shall have been given such investor limited partner’s name and address by Borrower in writing. The investor limited partner shall have the cure periods set forth above within which to cure the default and Lender will accept or reject such cure on the same basis as if such cure had been tendered by Borrower. Remedies Cumulative. Except as may be provided by law, no right, power or remedy given to Lender by the terms of the Loan Documents is intended to be exclusive of any other right, power or remedy, and each and every such right, power or remedy shall be cumulative and in addition to every other right, power or remedy given to Lender by the terms of the Loan Documents, by law or otherwise. Neither the failure nor any delay on the part of Lender to exercise any such right, power or remedy shall operate as a waiver thereof, nor shall any single Item 2E-23 RESOLUTION NO. HA-104 19 P6401-0001\2546752v2.doc or partial exercise by Lender of any such right, power or remedy preclude any other or further exercise of such right, power or remedy, or any other right, power or remedy. GENERAL PROVISIONS. Relationship of Parties. Nothing contained in this Agreement shall be interpreted by the Parties, or any other party, as creating the relationship of employer and employee, principal and agent, partnership or any other form of joint venture between Lender and Borrower, and Borrower shall at all times be deemed an independent contractor and shall be completely responsible for the manner in which it performs its obligations under this Agreement. No Claims. Nothing contained in this Agreement shall create or authorize any claim against Lender by any Person that Borrower may have employed or with whom Borrower may have contracted related to the purchase of materials, supplies or equipment, or the furnishing or the performance of any work or services with respect to the construction or operation of the Property, and Borrower shall include similar requirements in any contracts entered into for the construction or operation of the Property. Amendments. No modification of the terms of this Agreement shall be valid unless made in writing and signed by the Parties. Indemnification for Prevailing Wages Claims. Borrower shall indemnify, defend, protect and hold harmless Lender and its board members, officers, employees, agents, successors and assigns (collectively, “Indemnified Parties”) from and against any and all claims (including, without limitation, any claim under Labor Code Section 1781), losses, proceedings, damages, causes of action, liabilities, costs and expenses, (including attorneys’ fees) (collectively, “Claim”) arising from or in connection with, or caused by any violations of law by Borrower or any contractor with respect to the Property, including, without limitation, any failure to comply with Labor Code Sections 1720 et. seq. If any action or proceeding be brought against Lender by reason of any such claim, Borrower, upon notice from Lender, shall defend the same at Borrower’s expense with counsel satisfactory to Lender (which consent shall not be unreasonably withheld) unless such Claim arose from the willful misconduct or gross negligence of an Indemnified Party. BORROWER’S DUTY AND OBLIGATIONS TO DEFEND, INDEMNIFY AND HOLD LENDER HARMLESS LENDER SHALL SURVIVE CANCELLATION OF THE NOTE AND THE RECONVEYANCE OF THE DEED OF TRUST WITH RESPECT TO EVENTS OCCURRING PRIOR TO THE CANCELLATION OF THE NOTE AND RECONVEYANCE OF THE DEED OF TRUST. Non-Liability of Lender and Lender Officials, Employees and Agents. No member, official, employee or agent of Lender shall be personally liable to Borrower in the event of any default or breach by Lender, or for any amount that may become due to Borrower, under the terms of this Agreement. No Third Party Beneficiaries. There shall be no third party beneficiaries of this Agreement. Notices, Demands and Communications. Except as otherwise required by law, any notice, request, direction, demand, consent, waiver, approval or other communication required or permitted to be given hereunder shall not be effective unless it is given in writing and shall be delivered (a) by certified mail, postage prepaid, return receipt requested, or (b) by a commercial overnight courier that guarantees next day delivery and provides a receipt, and Item 2E-24 RESOLUTION NO. HA-104 20 P6401-0001\2546752v2.doc addressed to the parties at the addresses stated below, or at such other address as either party may hereafter notify the other in writing as aforementioned: Lender: Palm Desert Housing Authority 73-510 Fred Waring Drive Palm Desert, CA 92260 Attn: Executive Director Borrower: Palm Desert Pacific Associates c/o Pacific West Communities, Inc. 430 E. State Street, Suite 100 Eagle, ID Attn: Caleb Roope With a copies to: McReynolds & McCormack, PLLC 430 E. State Street, Ste.140 Eagle, ID 83616 Attention: Clay McReynolds And: BF Vitalia LLLP 101 Arch Street, 13th Floor Boston, MA 02110 Attn: Asset Management - Vitalia Apartments Service of any such notice or other communications so made shall be deemed effective on the day of actual delivery or refusal to accept/inability to deliver, as shown by the addressee’s return receipt if by certified mail, and as confirmed by the courier service if by courier; provided, however, that if such actual delivery occurs after 5:00 p.m. (local time where received) or on a non-business day, then such notice or demand so made shall be deemed effective on the first business day following the day of actual delivery. No communications via electronic mail shall be effective to give any notice, request, direction, demand, consent, waiver, approval or other communications hereunder. Applicable Law. This Agreement shall be governed by and construed in accordance with the laws of the State of California, without giving effect to conflict of laws principles. Attorneys’ Fees. Should any action be brought to enforce any provision hereof, the prevailing party in such action shall be entitled to reasonable attorneys’ fees, court costs and other litigation expenses, including expenses incurred for preparation and discovery. The right to recover such fees, costs and expenses shall accrue upon the commencement of the action regardless of whether the action is prosecuted to final judgment. Severability. If any term of this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions shall continue in full force Item 2E-25 RESOLUTION NO. HA-104 21 P6401-0001\2546752v2.doc and effect unless the rights and obligations of the Parties have been materially altered or abridged by such invalidation, voiding or unenforceability. Force Majeure. A Party shall not be deemed to be in default as to any construction obligation where delays are due to war; insurrection; strikes; lock-outs; riots; floods; earthquakes; fires; quarantine restrictions; freight embargoes; lack of transportation; or court order; or any other similar causes (other than lack of funds of Borrower or Borrower’s inability to finance the construction of the Development) beyond the control or without the fault of the Party claiming an extension of time to perform. However, no extension of time for any cause will be deemed granted if notice by the Party claiming such extension is not sent to the other Party within ten (10) business days from the commencement of the cause. Approvals/Amendments/Subordination Agreements. Whenever this Agreement calls for or contemplates Lender approval or consent (including approval of the form and substance of other documents), the written approval or consent or waiver of the Executive Director of Lender shall constitute the approval or consent of Lender. The Lender also authorizes the Executive Director to make non-substantial changes to this Agreement, including, reasonable extensions of time deadlines set forth in this Agreement, provided they are in writing, and to send notices and demands, initiate and administer remedies and otherwise administer the Loan Documents, and to execute reasonable subordination agreements required by senior construction lenders as a condition to making their loans for the Project. The Executive Director shall have the authority to review and approve all documents listed in Section 3.5 hereof and may prohibit disbursement of Loan funds if the documents are not reasonably satisfactory to the Executive Director. Warranty Against Payment of Consideration for Agreement. Borrower warrants that it has not paid or given, and will not pay or give, any Person, including the Lender or the City of Palm Desert, or any councilmember, board member, official or employee thereof, any money or other consideration for obtaining this Agreement. Refinance. Borrower shall be permitted to refinance any senior construction or permanent loan on commercially reasonable terms in an amount equal to the then-outstanding principal balance of such senior loan(s) (the "Refinanced Loan"), and Lender agrees that Lender’s Executive Director shall have the authority to execute reasonable subordination agreements to confirm such subordination such that the deed of trust securing the Loan shall remain subordinate to any such Refinanced Loan. Time. Time is of the essence with respect to this Agreement and the performance of each obligation contained herein. Multiple Originals; Counterparts. This Agreement may be executed in multiple originals, each of which is deemed to be an original, and may be signed in counterparts. WHEREAS, this Agreement has been entered into by the undersigned as of the date first above written. LENDER: PALM DESERT HOUSING AUTHORITY By: Item 2E-26 RESOLUTION NO. HA-104 22 P6401-0001\2546752v2.doc Name: Title: ATTEST: Anthony J. Mejia, Secretary APPROVED AS TO FORM: Robert W. Hargreaves, City Attorney BORROWER: PALM DESERT PACIFIC ASSOCIATES, a California limited partnership By: TPC HOLDINGS IX, LLC, an Idaho limited liability company Its: Administrative General Partner By: Pacific West Communities, Inc., an Idaho corporation Its: Manager By: ___________________ Name: Caleb Roope Its: President and CEO By: CENTRAL VALLEY COALITION FOR AFFORDABLE HOUSING, a California Nonprofit Public Benefit Corporation Its: Managing General Partner By: ___________________ Name: Christina Alley Its: Chief Executive Officer Item 2E-27 RESOLUTION NO. HA-104 23 P6401-0001\2546752v2.doc Item 2E-28 RESOLUTION NO. HA-___ A RESOLUTION OF THE PALM DESERT HOUSING AUTHORITY APPROVING A LOAN AGREEMENT REGARDING VITALIA BETWEEN THE AUTHORITY AND PALM DESERT PACIFIC ASSOCIATES, L.P,PACIFIC WEST COMMUNITIES, INC., AND TAKING RELATED ACTIONS RECITALS: A. Pursuant to AB X1 26 (enacted in June 2011) and the California Supreme Court’s decision in California Redevelopment Association, et al. v. Ana Matosantos, et al., 53 Cal. 4th 231 (2011), the former Palm Desert Redevelopment Agency (the “Former Agency”) was dissolved as of February 1, 2012, the Successor Agency to the Palm Desert Redevelopment Agency (the “Successor Agency”), as the successor entity to the Former Agency, was constituted, and a board of the Successor Agency (the “Board”) was established. B. AB X1 26 added Part 1.8 (commencing with Section 34161) and Part 1.85 (commencing with Section 34170) to Division 24 of the California Health and Safety Code (“HSC”) (such Parts 1.8 and 1.85, including amendments and supplements enacted after AB X1 26, being referred to herein as the “Dissolution Act”). C. Pursuant to HSC Section 34176(b), the City Council of the City of Palm Desert (the “City”) adopted Resolution No. 2012-07, electing for the City to not retain the responsibility for performing housing functions previously performed by the Former Agency, and determining that all of the assets, as allowed by law, and all rights, powers, liabilities, duties, and obligations associated with the housing activities of the Former Agency be transferred to the Palm Desert Housing Authority (the “Authority”). D. The Successor Agency and Pacific West Communities, Inc. (the “Developer””Pacific West”) entered into an Exclusive Negotiation Agreement, dated as of October 21, 2020, for the purpose of negotiating the terms and conditions upon which the Successor Agency would sell to the DeveloperPacific West the approximately +/- 11.94-acre portion of real property owned by the Successor Agency located in the City along Gerald Ford Drive and identified as APN 694-310-006 (the “Property”) for the purpose of constructing thereon a 269-unit multi-family residential apartment community for households with incomes between 30% and 80% of the area median income (the “Project”). The Property is described in Exhibit “A”, attached hereto and incorporated herein. E. Pacific West created Palm Desert Pacific Associates, a California limited partnership (“Developer”) to be the tax credit limited partnership that will be the borrower and the developer for the Project; Pacific West is its Administrative General Partner. F. An appraisal of the Property was ordered from Novogradac Consulting, LLP, received and dated March 25, 2021. The report places the current appraised value of the Property at $4,500,000. Item 2E-29 RESOLUTION NO. HA-104 2 P6401-0001\2546752v2.doc FG. The DeveloperPacific West has submitted a funding request to the Authority to make a loan to the DeveloperPacific West in the amount of $6,030,000 (the “Loan”) to assist the DeveloperPacific West in the purchase of the Property from the Successor Agency and the development of the Project. The Project is intended to be funded by leveraging multiple funding sources including four percent tax exempt bonds, federal tax credits, state tax credits, and the Loan. GH. At its meeting on August 26, 20212021, the Board of the Successor Agency approved a purchase and sale agreement (the “PSA”) for the sale of the Property to the DeveloperPacific West for a purchase price equal to its appraised value, subsequently was approved on March __, 2022 by the Countywide Oversight Board of the County of Riverside and, was deemed approved by the State Department of Finance. HI. The Authority, as the housing successor to the Former Agency, on August 26, 2021, approved a Conditional Agreement Regarding Vitalia Apartments between the Authority and the DeveloperPacific West and incorporated herein by reference (the “Conditional Loan Agreement”) which provides for the Authority to make the Loan to the DeveloperPacific West subject to the terms and conditions therein. IJ. The DeveloperPacific West has submitted, an application, including the Conditional Loan Agreement, to the California Tax Credit Allocation Committee (“TCAC”) for an allocation of tax-exempt bonds, federal tax credits and state tax credits as described in the Conditional Loan Agreement. JK. The DeveloperPacific West has successfully received a Tax Allocation for the Project and has provided proof of financing commitments from all sources to fund the entire Project and the Project is in the process of obtaining a conditional Grading and Building and Safety permit ready approval. NOW, THEREFORE, THE PALM DESERT HOUSING AUTHORITY DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1. The above recitals, and each of them, are true and correct and are a substantive part of this Resolution. Section 2. The Agreement, in the form attached hereto as Exhibit “B”, is hereby approved. The Executive Director of the Authority is hereby authorized to execute and deliver, for and in the name of the Authority, the Agreement in substantially such form, with such changes thereto as the Executive Director, in consultation with the Authority legal counsel, may deem appropriate or necessary and consistent with the purposes of this Resolution (such approval to be conclusively evidenced by the execution and delivery thereof). Section 3. Item 2E-30 RESOLUTION NO. HA-104 3 P6401-0001\2546752v2.doc Section 4. Section 5. Section 6. The members of this Board and the staff of the Authority are hereby authorized, jointly and severally, to do all things which they may deem necessary or proper to effectuate the purposes of this Resolution, including negotiating and preparing agreements and documents, and any such actions previously taken are hereby ratified and confirmed. PASSED, APPROVED and ADOPTED on this 17th day of November, 2022, by the following vote, to wit: AYES: HARNIK, JONATHAN, NESTANDE, QUINTANILLA, and KELLY NOES: NONE ABSENT: NONE ABSTAIN: NONE _________________________________ KATHLEEN KELLYJAN C HARNIK, CHAIRMAN ATTEST: ________________________________ NORMA I. ALLEYANTHONY J. MEJIA, MMC, SECRETARY PALM DESERT HOUSING AUTHORITY Item 2E-31 [This page has intentionally been left blank.] Item 2E-32 RESOLUTION NO. HA-104 5 P6401-0001\2546752v2.doc EXHIBIT “A” The Land referred to herein below is situated in the City of Palm Desert, County of Riverside, State of California, and is described as follows: 1 of 2 Item 2E-33 RESOLUTION NO. HA-104 6 P6401-0001\2546752v2.doc 2 of 2 Item 2E-34 RESOLUTION NO. HA-104 7 P6401-0001\2546752v2.doc EXHIBIT “B” CONDITIONAL AGREEMENT August 26, 2021 Caleb Roope Pacific West Communities, Inc. 430 East State Street, Suite 100 Eagle, ID 83616 Re: Conditional Agreement Regarding Vitalia Dear Mr. Roope: The Palm Desert Housing Authority (the “Housing Authority”), has approved a request from your firm, Pacific West Communities, Inc. (“Pacific West”), to finance a loan for the purchase of a +/-11.94-acre portion of APN 694-310-006 (the “Property”), located on the south side along Gerald Ford Drive at the intersection of Rembrandt Parkway directly east of the Riverside County Sheriff Station for the fair market price (as established by a third party appraiser), in the total amount of Six Million Thirty Thousand Dollars ($6,030,000.00) (the “Housing Authority Loan”) for the development of a 269-unit multi- family apartment community located on that certain real property located in the City of Palm Desert, California (the “City”) and known as Vitalia Apartments (the “Project”). As of August 26, 2021, the Authority has conditionally approved of the proposed Loan commitment of the Housing Authority Loan to Six Million Thirty Thousand Dollars ($6,030,000), subject to the following: 1. Project. The Project will be operated for a period of fifty-five (55) years following the date of completion of the Project and issuance of a certificate of occupancy to provide affordable housing to persons and households of low and very-low income in accordance with the affordability restrictions contained in the Loan Agreement (as defined below) and in accordance with the Tax Exempt Bonds and Low-Income Housing Tax Credit financing being used by the Project. To the extent necessary, the Housing Authority shall subordinate the deed of trust securing the Housing Authority Loan to the liens and encumbrances of the Project’s construction and permanent lenders. The Housing Authority will not subordinate its interests in the regulatory agreement referenced in Section 3 below, and the City will not subordinate its interest in any regulatory agreement that is required to be recorded against the Property by virtue of a density bonus granted pursuant to Ordinance No. ___________ of the City, to the liens or encumbrances of the Project’s construction and permanent lenders. Item 2E-35 RESOLUTION NO. HA-104 8 P6401-0001\2546752v2.doc 2. Project Owner. The Project owner shall be a California limited partnership whose administrative general partner is controlled by Pacific West Communities, Ins., an Idaho corporation, or its affiliates. 3. Housing Authority Loan Documents. The proposed structuring of the Housing Authority Loan will be evidenced by, among other things, a loan and development agreement (the “Loan Agreement”), and a promissory note, deed of trust and regulatory agreement, (collectively, the “Loan Documents”), each in form and substance acceptable to the Housing Authority and its counsel, and executed by the Project Owner and the Housing Authority as applicable. 4. Housing Authority Loan Terms. The Housing Authority Loan shall have a term of fifty-five (55) years, commencing as of the effective date of the Loan Agreement and shall bear simple interest at three percent (3%) per annum. The Housing Authority Loan shall be repaid from fifty-percent (50%) the Project’s residual receipts remaining after payment of fees (including deferred developer fees, investor fees, partnership fees, and management fees), debt service and operating expenses. 5. Affordability Restrictions. (i) A total of 81 Units are to be restricted by Health and Safety Code Sections 50106 and 50053 as Extremely-Low Income units: a. 39 one-bedroom units b. 21 two-bedroom units c. 21 three-bedroom units (ii) A total of 186 Units are to be restricted by Health and Safety Code Sections 50079.5 and 50053 (assuming rent is calculated at 80% of the Riverside County Area Median Income instead of 50% AMI) as Low Income Units: a. 92 one-bedroom units b. 46 two-bedroom units c. 47 three-bedroom units (iii) Three 2-bedroom units will be unrestricted and used as onsite manager units. 6. Construction and Permanent Lender Loan Documents. The loan documentation pertaining to the proposed construction and permanent loans to finance the Project, and all related instruments, shall be submitted to the Housing Authority for its approval and shall be in form and substance acceptable to, and approved by, the Board of the Housing Authority and its counsel. Item 2E-36 RESOLUTION NO. HA-104 9 P6401-0001\2546752v2.doc 7. Award of Tax-Exempt Bonds from CDLAC . Prior to Loan closing and funding, the Project shall have all of their funding sources committed. This includes but is not limited to have been awarded the allocation of tax- exempt bonds pursuant to an application therefor by Pacific West Communities, Inc. to the California Debt Limit Allocation Committee (CDLAC), California Tax Credit Allocation Committee for State Tax Credits and any other funding source. 8. No Third Party Beneficiaries. This letter is solely for the benefit of the Housing Authority and Pacific West Communities, Inc., and shall not inure to the benefit of, or be relied upon by, any other person or entity other than the Project Owner. 9. Counterparts. This letter may be executed in counterparts, with the same effect as if each counterpart were an original document. Very truly yours, Palm Desert Housing Authority By: Name: Its: AGREED BY PACIFIC WEST COMMUNITIES, INC.: By: Caleb Roope, President Date: , 2021 Item 2E-37 12812-0001\2731707v2.doc RECORDING REQUESTED BY, AND WHEN RECORDED RETURN TO: Palm Desert Housing Authority 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 Attn: Jessica Gonzales SPACE ABOVE THIS LINE FOR RECORDER’S USE ONLY This Document is recorded for the benefit of the Palm Desert Housing Authority and is exempt from recording fees pursuant to Sections 6103, 27383 and 27388.1 of the California Government Code. HOUSING AGREEMENT (LMIHF Funds) by and between the PALM DESERT HOUSING AUTHORITY, and PALM DESERT PACIFIC ASSOCIATES, a California limited partnership DATED AS OF _________ ____, 2022 Item 2E-38 ARTICLE 1. DEFINITIONS AND INTERPRETATION 1.1 Definitions 1.2 Rules of Construction ARTICLE 2. ONGOING APARTMENT COMMUNITY OBLIGATIONS 2.1 Apartment Community and Affordable Units 2.2 Residential Rental Property 2.3 Extremely Low, Low, and Moderate Income Households 2.4 Affordable Rent 2.5 Rent Increases 2.6 Income Recertification of Affordable Units 2.7 Lease or Occupancy Agreement 2.8 Security Deposits 2.9 Additional Information; Books and Records 2.10 Specific Performance 2.11 Audit 2.12 Management 2.13 Binding for Term ARTICLE 3. TERM AND RECORDATION 3.1 Term of Agreement 3.2 Agreement to Record 3.3 Early Termination of Restrictions ARTICLE 4. DEFAULT; REMEDIES 4.1 An Event of Default 4.2 Authority’s Option to Lease 4.3 Specific Performance Item 2E-39 TABLE OF CONTENTS (cont’d) Page -3- 12812-0001\2731707v2.doc 4.4 Action at Law; No Remedy Exclusive ARTICLE 5. GENERAL PROVISIONS 5.1 Limitations on Recourse 5.2 Maintenance, Repair, Alterations 5.3 Notice 5.4 Relationship of Parties 5.5 No Claims 5.6 Conflict of Interests 5.7 Non-Liability of Authority and City Officials, Employees and Agents 5.8 Unavoidable Delay; Extension of Time of Performance 5.9 Indemnity 5.10 Rights and Remedies Cumulative 5.11 Applicable Law 5.12 Severability 5.13 Legal Actions 5.14 Binding Upon Successors 5.15 Time of the Essence 5.16 Approval by the Authority 5.17 Complete Understanding of the Parties 5.18 Covenants to Run With the Land 5.19 Burden and Benefit 5.20 Counterparts 5.21 Amendments Item 2E-40 TABLE OF CONTENTS (cont’d) Page -4- 12812-0001\2731707v2.doc EXHIBIT A Description of Property EXHIBIT B Income Certification EXHIBIT C Certificate of Continuing Compliance EXHIBIT D 2022 Standard Affordable Rental Rates Item 2E-41 HOUSING AGREEMENT THIS HOUSING AGREEMENT (the “Agreement”) is dated as of ______________ ___, 2022, and is by and between the PALM DESERT HOUSING AUTHORITY, a public body, corporate and politic (the “Authority”), and PALM DESERT PACIFIC ASSOCIATES, a California limited partnership (the “Owner”). Authority and Owner are sometimes referred to herein individually as a “Party” and collectively as “Parties”. RECITALS This Agreement is predicated upon the following facts: A. The Owner (also referred to herein as the "Developer") has acquired the property described on Exhibit “A” (“Site”) from the Successor Agency to the Palm Desert Redevelopment Agency. B. Developer has entered into a Loan Agreement (“Loan Agreement”) with the Authority which contemplates that the Authority, as successor to the housing assets of the former Palm Desert Redevelopment Agency, shall make a $6,030,000.00 purchase money and construction loan (“Loan”) to Developer using moneys in the Authority’s low and moderate income housing asset fund for the purchase price for the Site and to pay certain construction costs of the 269 unit apartment project described in the Loan Agreement (“Project”). The Loan Agreement requires that Developer execute and record this Agreement against the Site and Project, and provides that an uncured default under this Agreement shall constitute a default under the Loan Agreement and shall entitle the Authority to accelerate the maturity date of the Loan. C. As described in Resolution No. 2021-57 adopted by the City Council of the City, the City of Palm Desert (“City”) has granted a density bonus to Developer consisting of a reduction in the required parking from 538 spaces to 420 spaces, in exchange for Developer’s execution and recording of a separate Housing Agreement (Density Bonus) with the City. D. This Agreement shall not be subordinate or subordinated to any deeds of trust or other liens encumbering the Site or Project. NOW, THEREFORE, in consideration of the mutual covenants and undertakings set forth herein and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the Authority and the Owner hereby agree as follows: ARTICLE 1. DEFINITIONS AND INTERPRETATION. 1.1 Definitions. Capitalized terms used herein shall have the following meanings unless the context in which they are used clearly requires otherwise. Item 2E-42 -6- 12812-0001\2731707v2.doc “Affordable Units” shall mean the 81 of the 269 units in the Apartment Community available to and occupied by, or held vacant for occupancy only by, Extremely Low Income Households and rented at an Affordable Rent. The Affordable Units will include the number of bedrooms shown on the following table: Bedroom Size Extremely Low Income Household Affordable Units One 39 Two 21 Three 21 Total 81 “Affordable Rent” shall mean rent for an Affordable Unit, including a Reasonable Utility Allowance, determined pursuant to California Health and Safety Code Section 50053(b) and the state regulations adopted by the California Department of Housing and Community Development (“HCD”) pursuant thereto, as amended from time to time, based upon the AMI adjusted for a Household Size Appropriate to the Affordable Unit. More specifically, (1) for each of the 81 Affordable Units reserved for Extremely Low Income Households, the maximum monthly Affordable Rent, including a Reasonable Utility Allowance, may not exceed thirty percent (30%) of thirty percent (30%) of the AMI, adjusted for a Household Size Appropriate to the Affordable Unit, divided by twelve. “AMI” shall mean the area median income for Riverside County as published by the California Department of Housing and Community Development pursuant to Health and Safety Code Section 50052.5, or successor statute, as adjusted for family size in accordance with the state regulations adopted pursuant to California Health and Safety Code Section 50052.5, provided, however, that at any time the Project is subject to a CTCAC extended use agreement, CTCAC’s rules and regulations regarding area median income shall control. “CTAC” means the California Tax Credit Allocation Committee. “Extremely Income Household” shall mean persons and families whose income does not exceed the qualifying limits for persons and families of low or moderate income set forth in California Health and Safety Code Section 50106 and Title 25 of the California Code of Regulations, as such statute and regulations may be amended from time to time. “Household Size Appropriate to the Affordable Unit” shall have the meaning set forth in California Health and Safety Code Section 50052.5(h), as amended from time to time. “Reasonable Utility Allowance” shall mean a utility allowance for utilities paid by a tenant (not including telephone, internet or cable service) utilizing at Owner’s election, either (i) Item 2E-43 -7- 12812-0001\2731707v2.doc the utility allowance schedule published annually by the Housing Authority of the County of Riverside, or (ii) if the California Utility Allowance Calculator. “Required Covenant Period” shall mean the period commencing on the date all units in the Apartment Community have been completed as evidenced by the City’s issuance of a final Certificate of Occupancy for the Apartment Community, and ending as of the fifty-fifth (55th) anniversary thereof. 1.2 Rules of Construction. 1.2.1 The singular form of any word used herein, including the terms defined herein shall include the plural and vice versa. The use herein of a word of any gender shall include correlative words of all genders. 1.2.2 Unless otherwise specified, references to articles, sections, and other subdivisions of this Agreement are to the designated articles, sections, and other subdivisions of this Agreement as originally executed. The words “hereof,” “herein,” “hereunder,” and words of similar import shall refer to this Agreement as a whole. 1.2.3 All of the terms and provisions hereof shall be construed to effectuate the purposes set forth in this Agreement and to sustain the validity hereof. 1.2.4 Headings or titles of the several articles and sections hereof and the table of contents appended to copies hereof shall be solely for convenience of reference and shall not affect the meaning, construction, or effect of the provisions hereof. ARTICLE 2. ONGOING APARTMENT COMMUNITY OBLIGATIONS. 2.1 Apartment Community and Affordable Units. The Owner shall develop and construct the Apartment Community on the Property in conformity with the applicable governmental permits and approvals. Thereafter, during the Required Covenant Period, the Owner agrees that not less than 81 units in the Apartment Community shall be Affordable Units, meaning that 81 of such units shall be continually available to and occupied by, or held vacant for occupancy only by, Extremely Low Income Households. All of the rental units in the Apartment Community shall be similarly constructed and all of the Affordable Units shall be generally constructed at the same time as those units which are available to other tenants, and distributed in terms of location throughout the Apartment Community. The Affordable Units shall be of comparable quality to those rental units in the Apartment Community which are available to other tenants. The Owner agrees that, to the extent commercially reasonable, Affordable Units will not be underutilized. No persons shall be permitted to occupy any Affordable Unit in excess of applicable limit of maximum occupancy set by the City’s Municipal Code, the Authority and the laws of the State of California. 2.2 Residential Rental Property. Item 2E-44 -8- 12812-0001\2731707v2.doc The Owner covenants to operate the Apartment Community as residential rental property. During the Required Covenant Period, the Affordable Units will be held and used for the purpose of providing residential living, and the Owner shall own, manage and operate, or cause the management and operation of, the Apartment Community to provide such affordable rental housing. All of the rental units in the Apartment Community with the exception of three (3) manager units will be available for rental on a continuous basis to members of the general public and the Owner will not give preference to any particular class or group in renting the units in the Apartment Community, except as required under the Housing Agreement (Density Bonus) with the City of Palm Desert, or any other required regulatory agreement for the Apartment Community. The Owner shall not convert any Affordable Unit(s) to condominiums or cooperative ownership or sell condominium or cooperative conversion rights to any Affordable Unit(s) during the term of this Agreement. 2.3 Extremely Low Income Households. 2.3.1 Income Qualification; Initial Certification. Subject to the applicable provisions hereof, throughout the Required Covenant Period, Affordable Units will be exclusively occupied by, or available for occupancy only by, Extremely Low Income Households, as applicable, on a continuous basis. Prior to the rental or lease of an Affordable Unit and in accordance with Section 2.6 hereof, the Owner will obtain and maintain on file a Household Income Certification (“Income Certification”) substantially in the form attached hereto as Exhibit “B” and incorporated herein by this reference for each Extremely Low Income Household, as applicable, and shall provide copies of same to the Authority at such times as the City may, from time to time, reasonably require. In addition, the Owner will provide such further information as may reasonably be required in the future by the Authority with respect to compliance with the income and occupancy requirements set forth herein. The Income Certification shall be dated immediately prior to the applicable household’s initial occupancy of an Affordable Unit. The Owner shall make a good faith effort to verify that the income provided by an applicant in an Income Certification is accurate by taking any one or more of the following steps as part of the verification process for all household members over the age of eighteen (18) as appropriate: (i) Obtain two (2) pay stubs for the two (2) most recent pay periods; (ii) Obtain a true copy of an income tax return for the most recent tax year in which a return was filed; (iii) Obtain an income verification form from the household member’s current employer; (iv) Obtain an income verification form from the Social Security Administration and/or the State Department of Social Services, or its equivalent, if the household member receives assistance from either of those agencies; (v) If the household member is unemployed and has no tax return, obtain another form of independent verification; or Item 2E-45 -9- 12812-0001\2731707v2.doc (vi) Obtain such other documentation as may be reasonably acceptable pursuant to Title 25 of the California Code of Regulations or CTCAC, as amended from time to time, to verify income. 2.3.2 Certificate of Continuing Program Compliance; Annual Report. Throughout the Required Covenant Period, the Owner will prepare and submit to the Authority, at such periodic frequency as the Authority might reasonably require, but not more than once annually, a Certificate of Continuing Compliance in substantially the form attached hereto as Exhibit “C” and incorporated herein by this reference, and executed by the Owner. The Owner will also prepare and submit to the Authority on or before each anniversary date of the commencement of the Required Covenant Period, and for the preceding calendar year, a report in form and substance reasonably satisfactory to the Authority summarizing the vacancy rate of the Apartment Community, including the number of Affordable Units held vacant for occupancy by Extremely Low Income Households for such calendar year. 2.4 Affordable Rent. Throughout the Required Covenant Period, an Affordable Rent shall be charged to the Extremely Low Income Household occupants of Affordable Units, as more specifically described above. 2.5 Rent Increases. Rents for Affordable Units may be increased not more than once per year and twelve (12) months must have elapsed since the date of the tenant’s initial occupancy or the last rent increase. The rents charged following such an increase, or upon a vacancy and new occupancy by an Extremely Low Income Household, as applicable, shall not exceed the applicable Affordable Rent. The Owner shall, consistent with applicable law, give proper written notice to tenants of all rent increases, and upon written request, provide the Authority with reasonable detail concerning the amount of and rationale for such rent increases. 2.6 Income Recertification of Affordable Units. Annually, on the anniversary date of occupancy of an Affordable Unit by an Extremely Low Income Household, as applicable, the Owner shall obtain and maintain on file an annual income certification, in form and substance reasonably satisfactory to the Authority (but CTCAC’s required form of income certification shall be deemed satisfactory, together with any other information reasonably requested by the Executive Director of the Authority), from each household occupying an Affordable Unit, based upon the current income of each household member over the age of eighteen (18). The Owner shall make a good faith effort to verify that the income provided by the household is accurate in accordance with Section 2.3.1, above. 2.6.1 A rental unit occupied by a household that qualifies as an Extremely Low Income Household at the time the household first occupies an Affordable Unit shall be deemed to continue to be so occupied until a recertification of such household’s income demonstrates that such household no longer qualifies as an Extremely Low Income Household, as applicable. At such time as a household ceases to qualify as an Extremely Low Income Household, based on income recertification, such Affordable Unit shall continue to be treated as a qualifying household for purposes of Owner’s compliance with this Agreement, provided, however, that the Owner shall designate the next available unit (one that is not occupied by a tenant) with the same number of bedrooms as the occupied Affordable Unit and it shall be leased to an Extremely Low Income Household so that the number of Affordable Units occupied by or reserved for Item 2E-46 -10- 12812-0001\2731707v2.doc occupancy by Extremely Low Income Households will remain constant. For purposes of this Agreement, such designated unit will be considered an Affordable Unit if it is held vacant and available solely for occupancy by an Extremely Low Income Household and, upon occupancy, the income eligibility of the household as an Extremely Low Income Household is verified and the unit is rented at the applicable Affordable Rent. 2.7 Lease or Occupancy Agreement. Prior to the rental or lease of an Affordable Unit to an Extremely Low Income Household, the Owner shall require the tenant to execute a written lease or occupancy agreement. The Owner shall maintain on file throughout the Required Covenant Period and for a four (4) year period thereafter, the executed lease or occupancy agreement of each tenant occupying an Affordable Unit. The form of lease or occupancy agreement used by the Owner for the lease or rental of Affordable Units shall be that which is reasonable and customary in affordable residential leasing. In addition, each lease or occupancy agreement for an Affordable Unit shall (i) provide that the tenants of such Affordable Unit shall be subject to annual recertification of income and subject to rental increases in accordance with Sections 2.5 and 2.6 of this Agreement, and (ii) contain a provision to the effect that the Owner has relied on the income certification and supporting information supplied by the tenant in determining qualification for occupancy of the Affordable Unit, and that any material misstatement in such certification (whether or not intentional) may be cause for immediate termination of such lease or occupancy agreement. 2.7.1 The Owner shall refrain from restricting the rental or lease of Affordable Units on the basis of race, color, religion, sex, marital status, disability, ancestry or national origin of any person. 2.7.2 The covenants established herein shall, without regard to technical classification and designation, be binding for the benefit and in favor of the Authority, and its successors and assigns, and shall burden and run with the Property. 2.7.3 The Authority is deemed to be the beneficiaries of the terms and provisions of the covenants herein, both for and in its own right and for the purposes of protecting the interests of the community and other parties, public or private, for whose benefit these covenants running with the land have been provided. 2.8 Security Deposits. The Owner may require security deposits on Affordable Units in amounts which are consistent with applicable law. 2.9 Additional Information; Books and Records. The Owner shall provide any additional information concerning the Affordable Units reasonably requested by the Authority. The Owner will maintain complete and accurate records pertaining to the Affordable Units throughout the Covenant Period and for a four (4) year period thereafter. The Authority shall have the right upon written notice of no less than two (2) business days to the Owner, at any time during normal business hours of 9:00 am to 5:00 pm, to examine of all books, records or other documents maintained by the Owner or by any of the Owner’s agents which pertain to any Affordable Unit, including all executed leases or occupancy agreements and all Income Certifications, and obtain copies of any requested executed leases, occupancy agreements and Income Certifications within ten (10) business days following such examination and the Authority’s written request. Item 2E-47 -11- 12812-0001\2731707v2.doc 2.10 Specific Performance. The Owner hereby agrees that specific enforcement of the Owner’s agreement to comply with the allowable rent and occupancy restrictions and covenants contained herein is one of the reasons and consideration for the Authority having entered into the Loan Agreement, and that, in the event of the Owner’s breach of such requirements, potential monetary damages to the Authority, as well as to existing and prospective Extremely Low Income Households, would be difficult, if not impossible, to evaluate and quantify. Therefore, in addition to any other relief to which the Authority may be entitled as a consequence of the breach hereof, the Owner agrees to the imposition of the remedy of specific performance against it in the case of any event of default by the Owner in complying with any provision of this Agreement beyond any applicable notice and cure period. 2.11 Audit. The Authority shall have the right to perform an audit of the Apartment Community to determine compliance with the provisions of this Agreement. Such audit shall not be undertaken more often than once each calendar year. All costs and expenses associated with the audit shall be paid by the Owner. 2.12 Management. The Owner and/or the management agent (if not the Owner) shall operate the Apartment Community in a manner that will provide decent, safe and sanitary residential facilities to the occupants thereof, and will comply with provisions of this Agreement. Upon the written request of the Authority, the Owner shall cooperate with the Authority in the periodic review (but not more than once each calendar year) of the management practices and financial status of the Affordable Units. The purpose of each periodic review will be to enable the Authority to determine if the Affordable Units are being operated and managed in accordance with the requirements and standards of this Agreement. Results of such Authority review shall be provided to the Owner, and, if the Authority finds evidence of material noncompliance the Authority shall have the right to require the Owner to make modifications that are reasonably necessary to ensure the objectives of this Agreement are met. 2.13 Binding for Term. It is intended by the Parties that except as otherwise expressly provided herein, the provisions of this Agreement shall apply to the Apartment Community throughout the entire term hereof, as established in Section 3.1 below. ARTICLE 3. TERM AND RECORDATION. 3.1 Term of Agreement. This Agreement shall remain in full force and effect for the Required Covenant Period, unless the Owner and the Authority agree, in writing, to terminate this Agreement prior to the expiration of the Required Covenant Period. Unless terminated earlier pursuant to the prior sentence of this Section 3.1, or Section 3.3 below, the Parties intend that the provisions and effect of this Agreement and specifically of Article 2 hereof, shall remain in full force and effect for the entire Required Covenant Period. 3.2 Agreement to Record. The Owner represents, warrants, and covenants that this Agreement will be recorded in the real property records of Riverside County. 3.3 Early Termination of Restrictions. Notwithstanding the generality of the foregoing provisions of this Article 3 or any other provisions hereof, this Agreement and all of the terms and restrictions contained herein shall terminate and be of no further force and effect in the event of involuntary noncompliance as a result of unforeseen events such as fire or act of God which Item 2E-48 -12- 12812-0001\2731707v2.doc leaves the entire Apartment Community uninhabitable (and the proceeds of insurance available to the Owner as a result thereof are insufficient to reconstruct the Apartment Community), or a change in a federal or state law or an action by the federal government, the State or a court of competent jurisdiction, after the date of recordation hereof, that prevents the Authority from enforcing the provisions of this Agreement, or a condemnation or a similar event. Upon termination of this Agreement, the Parties or their successors, as applicable, agree to execute, deliver and record appropriate instruments of release and discharge of the terms hereof; provided, however, that the execution and delivery of such instrument shall not be necessary or a prerequisite to termination of this Agreement in accordance with its terms. ARTICLE 4. DEFAULT; REMEDIES. 4.1 An Event of Default. Each of the following shall constitute an “Event of Default” by the Owner under this Agreement: 4.1.1 Failure by the Owner to duly perform, comply with and observe any of the conditions, terms, or covenants of any agreement with the Authority concerning the Apartment Community, or of this Agreement, if such failure remains uncured thirty (30) days after written notice of such failure from the Authority to the Owner in the manner provided herein or, with respect to a default that cannot be cured within thirty (30) days, if the Owner fails to commence such cure within such thirty (30) day period or thereafter fails to diligently and continuously proceed with such cure to completion. However, if a different period or notice requirement is specified under any other section of this Agreement, then the specific provision shall control. 4.1.2 Any representation or warranty contained in this Agreement or in any application, financial statement, certificate, or report submitted by the Owner to the Authority proves to have been incorrect in any material respect when made. 4.1.3 A court having jurisdiction shall have made or rendered a decree or order: (i) adjudging the Owner to be bankrupt or insolvent; (ii) approving as properly filed a petition seeking reorganization of the Owner or seeking any arrangement on behalf of the Owner under the bankruptcy laws or any other applicable debtor’s relief law or statute of the United States or of any state or other jurisdiction; (iii) appointing a receiver, trustee, liquidator, or assignee of the Owner in bankruptcy or insolvency or for any of its properties; or (iv) directing the winding up or liquidation of the Owner, providing, however, that any such decree or order described in any of the foregoing subsections shall have continued unstayed or undischarged for a period of ninety (90) days. 4.1.4 The Owner shall have assigned its assets for the benefit of its creditors or suffered a sequestration or attachment or execution on any substantial part of its property, unless the property so assigned, sequestered, attached, or executed upon shall have been returned or released within ninety (90) days after such event (unless a lesser time period is permitted for cure hereunder) or prior to sale pursuant to such sequestration, attachment, or execution. If the Owner is diligently working to obtain a return or release of the property and the Authority’s and the Authority’s interests hereunder are not imminently threatened in its reasonable business judgment, then the Authority shall not declare a default under this subsection. 4.1.5 The Owner shall have voluntarily suspended its business or dissolved. Item 2E-49 -13- 12812-0001\2731707v2.doc 4.1.6 The seizure or appropriation of all or, in the reasonable opinion of the Authority, a substantial part of the Apartment Community, except for condemnation or similar event initiated by the Authority or any other governmental agency or authority. 4.1.7 There should occur any default declared by any lender under any loan document or deed of trust relating to any loan made in connection with the Apartment Community, which loan is secured by a deed of trust or other instrument affecting the Apartment Community, and such default remains uncured following the expiration of any applicable cure period. 4.2 Option to Lease. Upon the occurrence and during the continuance of an Event of Default, to cause the Apartment Community to meet the requirements of this Agreement, the Owner hereby grants to the Authority the option to lease up to all of the rental units as necessary to achieve compliance with the provisions of Article 2 of this Agreement and for the purpose of subleasing such units in accordance with the requirements of this Agreement. The amount of rental to be paid for such rental units following the exercise of the option by the Authority shall be equal to the applicable Affordable Rent. Any rental paid under any such sublease shall be paid to the Authority without obligation to pay any such rent to the Owner during the pendency of the Owner’s default. Upon acceptance by the Authority of a cure by Owner or by owner’s limited partner, any lease for Affordable Units with the Authority shall terminate and the Authority shall assign all subleases to Owner. 4.3 Authority Remedies. The Authority shall have the right to mandamus or other suit, action or proceeding at law or in equity to require the Owner to perform its obligations and covenants under this Agreement or to enjoin acts or things which may be unlawful or in violation of the provisions hereof, provided that in any such case the Authority has first provided the required notice of any alleged default and the Owner has had the requisite opportunity to cure pursuant to Section 4.1.1, above. 4.4 Action at Law; No Remedy Exclusive. The Authority may take whatever action at law or in equity as may be necessary to enforce performance and observance of any obligation, agreement or covenant of the Owner under this Agreement. No remedy herein conferred upon or reserved by the Authority is intended to be exclusive of any other available remedy or remedies, but each and every such remedy shall be cumulative and shall be in addition to every other remedy given under this Agreement or now or hereafter existing at law, in equity or by statute. No delay or omission to exercise any right or power accruing upon any default shall impair any such right or power or shall be construed to be a waiver of such right or power, but any such right or power may be exercised from time to time and as often as the Authority may deem expedient. In order to entitle the Authority to exercise any remedy reserved to it in this Agreement, it shall not be necessary to give any notice, other than such notice as may be herein otherwise expressly required or required by law to be given. ARTICLE 5. GENERAL PROVISIONS. 5.1 Limitations on Recourse. Notwithstanding anything to the contrary contained in this Agreement, except in the event of fraud, intentional waste, or illegal acts, or with regard to any indemnity obligations imposed upon the Owner under the terms of this Agreement, (i) no partner, member, officer or director, as applicable, of the Owner (each, an “Owner Affiliate”) shall have any direct, indirect or derivative personal liability for the obligations of the Owner Item 2E-50 -14- 12812-0001\2731707v2.doc under this Agreement, and (ii) the Authority shall not exercise any rights or institute any action against any Owner Affiliate directly, indirectly or derivatively for the payment of any sum of money that is or may become payable hereunder. 5.2 Maintenance, Repair, Alterations. The Owner shall maintain and preserve the Apartment Community in good condition and repair and in a prudent and businesslike manner. The Owner shall comply with all laws, ordinances, rules, regulations, covenants, conditions, restrictions, and orders of any governmental authority now or hereafter affecting the conduct or operation of the Apartment Community or any part thereof or requiring any alteration or improvement to be made thereon. The Owner shall not commit, suffer, or permit any act to be done in, upon, or to the Apartment Community or any part thereof in violation of any such laws, ordinances, rules, regulations, or orders. The Owner hereby agrees that the Authority may conduct from time to time (but not more than once per calendar year unless an Event of Default is ongoing) through representatives, upon reasonable notice of no less than forty-eight (48) hours and subject to the rights of tenants, on-site inspections and observation of: (i) the maintenance and repair of the Apartment Community, including a review of all maintenance and repair programs and practices and all reports and records pertaining thereto, including records of expenditures relating thereto; and (ii) such other facilities, practices, and records of the Owner relating to the Affordable Units as the Authority reasonably deems to be necessary or appropriate in order to monitor the Owner’s compliance with the provisions of this Agreement. 5.3 Notices. All notices (other than telephone notices), certificates or other communications (other than telephone communications) required or permitted hereunder shall be sufficiently given and should be deemed given when personally delivered, when sent by telegram, or when sent by facsimile (if confirmed by sending a copy of such transmission by mail the same calendar day), or forty-eight (48) hours following mailing by registered or certified mail, postage prepaid, or twenty-four (24) hours following transmission of such notice by express mail, Federal Express or similar commercial carrier, addressed as follows: If to the Authority: Palm Desert Housing Authority 73-510 Fred Waring Drive Palm Desert, CA 92260-2578 Attn: Housing Division Phone: (760) 346-0611 Fax: (760) 341-6372 Item 2E-51 -15- 12812-0001\2731707v2.doc If to the Owner: Palm Desert Pacific Associates c/o Pacific West Communities, Inc. 430 E. State Street, Suite 100, Eagle, ID 83616 Attention: Caleb Roope With a copies to: McReynolds & McCormack, PLLC 430 E. State Street, Ste.140 Eagle, ID 83616 Attention: Clay McReynolds And: BF Vitalia, LLLP 101 Arch Street, 13th Floor Boston, MA 02110 Attn: Asset Management - Vitalia Apartments 5.4 Relationship of Parties. Nothing contained in this Agreement shall be interpreted or understood by any of the Parties, or by any third persons, as creating the relationship of employer and employee, principal and agent, limited or general partnership, or joint venture between the Authority and the Owner or the Owner’s agents, employees or contractors, and the Owner shall at all times be deemed an independent contractor and shall be wholly responsible for the manner in which it or its agents, or both, perform the services required of it by the terms of this Agreement for the operation of the Apartment Community. The Owner has and hereby retains the right to exercise full control of employment, direction, compensation and discharge of all persons assisting in the performance of services hereunder. In regards to the on-site operation of the Apartment Community, the Owner shall be solely responsible for all matters relating to payment of its employees, including compliance with Social Security, withholding and all other laws and regulations governing such matters. The Owner agrees to be solely responsible for its own acts and those of its agents and employees. 5.5 No Claims. Nothing contained in this Agreement shall create or justify any claim against the Authority by any person the Owner may have employed or with whom the Owner may have contracted relative to the purchase of materials, supplies or equipment, or the furnishing or the performance of any work or services with respect to the operation of the Affordable Units. 5.6 Conflict of Interests. No member, official or employee of the Authority shall make any decision relating to this Agreement which affects his or her personal interests or the interests of any corporation, partnership or association in which he or she is directly or indirectly interested. No officer or employee of the Owner shall acquire any interest in conflict with or inimical to the interests of the Authority. Item 2E-52 -16- 12812-0001\2731707v2.doc 5.7 Non-Liability of Officials, Employees and Agents. No member, official, employee or agent of the Authority shall be personally liable to the Owner, or any successor in interest, in the event of any default or breach by the Authority or for any amount which may become due to the Owner or successor in connection with this Agreement or on any obligation of the Authority under the terms of this Agreement. 5.8 Unavoidable Delay; Extension of Time of Performance. In addition to specific provisions of this Agreement, performance of a construction obligation by any Party hereunder shall not be deemed to be in default where it is due to an “Unavoidable Delay.” “Unavoidable Delay” means a delay due to the elements (including unseasonable weather), fire, earthquakes or other acts of God, strikes, pandemics, labor disputes, lockouts, shortages of construction materials experienced generally in the construction industry in the local area, acts of the public enemy, riots, insurrections or governmental regulation of the sale or transportation of materials, supply or labor; provided, however, that to the extent a delay is caused by any other reason that the Owner reasonably believes is beyond its control, the Owner may request, on a case-by-case basis, that the Authority excuse any such delay as an Unavoidable Delay and the Authority shall make its determinations as to whether such delay constitutes an Unavoidable Delay using its reasonable judgment. 5.9 Indemnity. The Owner shall indemnify, defend and hold harmless the the Authority and all officials, employees and agents of the Authority (with counsel reasonably satisfactory to the Authority), against any costs, liabilities, damages or judgments arising from claims or litigation of any nature whatsoever brought by third parties and directly or indirectly arising from the Owner’s ownership or operation of the Apartment Community, or the Owner’s performance of its obligations under this Agreement, and in the event of settlement, compromise or judgment hold the Authority free and harmless therefrom. Notwithstanding the foregoing, the indemnity provisions contained in this Section 5.9 shall not apply with respect to any costs, liabilities, damages or judgments arising directly or indirectly from the Authority’s rental of units within the Apartment Community as described in Section 4.2 hereof. The provisions of this Section 5.9 shall survive the term of this Agreement. 5.10 Rights and Remedies Cumulative. Except as otherwise expressly stated in this Agreement, the rights and remedies of the Parties are cumulative, and the exercise or failure to exercise one or more of such rights or remedies by either Party shall not preclude the exercise by it, at the same time or different times, of any right or remedy for the same default or any other default by the other Party. No waiver of any default or breach by the Owner hereunder shall be implied from any omission by the Authority to take action on account of such default if such default persists or is repeated, and no express waiver shall affect any default other than the default specified in the waiver, and such wavier shall be operative only for the time and to the extent therein stated. Waivers of any covenant, term, or condition contained herein shall not be construed as a waiver of any subsequent breach of the same covenant, term or condition. The consent or approval by the the Authority to any act by the Owner requiring further consent or approval shall not be deemed to waive or render unnecessary the consent or approval to or of any subsequent similar act. The exercise of any right, power, or remedy shall in no event constitute a cure or a waiver of any default under this Agreement, nor shall it invalidate any act done pursuant to notice of default, or prejudice the Authority in the exercise of any right, power, or remedy hereunder or under any agreements ancillary or related hereto. Item 2E-53 -17- 12812-0001\2731707v2.doc 5.11 Applicable Law. This Agreement shall be interpreted under and pursuant to the laws of the State of California. 5.12 Severability. If any term, provision, covenant or condition of this Agreement is held in a final disposition by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions shall continue in full force and effect unless the rights and obligations of the Parties have been materially altered or abridged by such invalidation, voiding or unenforceability. 5.13 Legal Actions. In the event any legal action is commenced to interpret or to enforce the terms of this Agreement or to collect damages as a result of any breach thereof, the Party prevailing in any such action shall be entitled to recover against the Party not prevailing all reasonable attorneys’ fees and costs incurred in such action (including all legal fees incurred in any appeal or in any action to enforce any resulting judgment), as awarded by a court of competent jurisdiction. 5.14 Binding Upon Successors. This Agreement shall be binding upon and inure to the benefit of the permitted heirs, administrators, executors, successors in interest and assigns of each of the Parties. Any reference in this Agreement to a specifically named Party shall be deemed to apply to any successor, heir, administrator, executor or assign of such Party who has acquired an interest in compliance with the terms hereof or under law. 5.15 Time of the Essence. In all matters under this Agreement, time is of the essence. 5.16 Approval by the Authority. Any approvals required under this Agreement to be made by the Authority shall be made by the Executive Director of the Authority or his or her designee. Any such approval or consent shall not be unreasonably withheld, conditioned, delayed or made, except where it is specifically provided herein that another standard applies, in which case the specified standard shall apply. 5.17 Complete Understanding of the Parties. This Agreement and the attached Exhibits constitute the entire understanding and agreement of the Parties with respect to the matters described herein. 5.18 Covenants to Run With the Land. The Owner hereby subjects the Apartment Community to the covenants, reservations, and restrictions set forth in this Agreement. The City, the Authority and the Owner hereby declare their express intent that the covenants, reservations, and restrictions set forth herein shall be deemed covenants running with the land and shall pass to and be binding upon the Owner’s successors in title to the Apartment Community; provided, however, that on the termination of this Agreement said covenants, reservations and restrictions shall expire. Each and every contract, deed or other instrument hereafter executed covering or conveying the Apartment Community or any portion thereof shall conclusively be held to have been executed, delivered and accepted subject to such covenants, reservations and restrictions, regardless of whether such covenants, reservations and restrictions are set forth in such contract, deed or other instruments. No breach of any of the provisions of this Agreement shall defeat or render invalid the lien of a mortgage or deed of trust made in good faith and for value encumbering the Property or any interest of the Owner therein. Item 2E-54 -18- 12812-0001\2731707v2.doc 5.19 Burden and Benefit. The Authority and the Owner hereby declare their understanding and intent that: (i) the burden of the covenants, reservations, restrictions, and agreements set forth herein touch and concern the Property and the Apartment Community, in that Owner’s legal interest in the Apartment Community is rendered less valuable thereby, (ii) the covenants, reservations, restrictions, and agreements set forth herein directly benefit the Property and the Apartment Community (a) by enhancing and increasing the enjoyment and use of the Apartment Community by certain Extremely Low Income Households, the intended beneficiaries of such covenants, reservations, restrictions, and agreements, (b) by making possible the obtaining of advantageous financing for the Property and the Apartment Community, and (c) by furthering the public purposes advanced by the Authority, and (iii) the covenants, reservations, restrictions and agreements set forth herein shall run with the Property and shall be binding for the benefit of and enforceable by the Authority and its successors and assigns for the entire Term of this Agreement. 5.20 Counterparts. This Agreement may be executed in two or more counterparts, each of which shall be an original, but all of which shall constitute one and the same instrument. 5.21 Amendments. This Agreement may be amended only by the written agreement of the Authority and the Owner. Item 2E-55 -19- 12812-0001\2731707v2.doc WHEREFORE, the undersigned has executed this Agreement as of the date first-above written. OWNER: PALM DESERT PACIFIC ASSOCIATES, a California limited partnership By: TPC HOLDINGS IX, LLC, an Idaho limited liability company Its: Administrative General Partner By: Pacific West Communities, Inc., an Idaho corporation Its: Manager By: ___________________ Name: Caleb Roope Its: President and CEO By: CENTRAL VALLEY COALITION FOR AFFORDABLE HOUSING, a California Nonprofit Public Benefit Corporation Its: Managing General Partner By: ___________________ Name: Christina Alley Chief Executive Officer AUTHORITY: PALM DESERT HOUSING AUTHORITY, a public body, corporate and politic By: Name: Title: ATTEST: [Anthony J. Mejia], Secretary Item 2E-56 -20- 12812-0001\2731707v2.doc APPROVED AS TO FORM: Richards, Watson & Gershon, a Professional Corporation By: Special Counsel Item 2E-57 -21- 12812-0001\2731707v2.doc NOTARY ACKNOWLEDGEMENT STATE OF IDAHO ) ) ss COUNTY OF ADA ) On this ___ day of [ ], in the year of 2022, before me, ____________________, a notary public, personally appeared Caleb Roope, known or identified to me to be President and CEO of Pacific West Communities, Inc., an Idaho corporation, the Manager of TPC Holdings IX, LLC, an Idaho limited liability company, proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument, and acknowledged to me that he executed the same. [SEAL] Item 2E-58 -22- 12812-0001\2731707v2.doc CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of ) On ____________, 2022, before me, ________________________________________________, (insert name and title of the officer) Notary Public, personally appeared ________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) Item 2E-59 -23- 12812-0001\2731707v2.doc CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California ) County of ) On ____________, 20__, before me, ________________________________________________, (insert name and title of the officer) Notary Public, personally appeared ________________________________________________, who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) Item 2E-60 EXHIBIT “A” LEGAL DESCRIPTION OF THE PROPERTY Real property in the City of Palm Desert, County of Riverside, State of California, described as follows: A PORTION OF PARCEL 1 OF THAT CERTAIN CERTIFICATE OF COMPLIANCE NO. 88-1, RECORDED JUNE 1, 1988 AS INSTRUMENT NO, 146461 OF OFFICIAL RECORDS. IN THE CITY OF PALM DESERT. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LOCATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 NORTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID PARCEL 1; THENCE NORTH 89°55'15' EAST, ALONG THE NORTHERLY LINE OF SAID PARCEL 1, SAID LINE ALSO BEING THE SOUTHERLY RIGHT-OF-WAY LINE OF GERALD FORD DRIVE, A DISTANCE OF 514.35 FEET; THENCE SOUTH 47°23'23" EAST, A DISTANCE OF 34.01 FEET, THENCE SOUTH 00°03'36" WEST, A DISTANCE OF 942.64 FEET, THENCE NORTH 89°56'24" WEST, A DISTANCE OF 539.40 FEET; THENCE NORTH 00°03'36" EAST, ALONG THE WESTERLY LINE OF SAID PARCEL 1 AND THE SOUTHERLY EXTENSION THEREOF, A DISTANCE OF 964.39 FEET, TO THE POINT OF BEGINNING. Item 2E-61 EXHIBIT “B” HOUSEHOLD INCOME CERTIFICATION Item 2E-62 EXHIBIT “C” CERTIFICATE OF CONTINUING COMPLIANCE Item 2E-63 -27- P6401-0001\2709907v2.doc 12812-0001\2715327v1.doc 12812-0001\2731707v2.doc Item 2E-64 EXHIBIT “D” Item 2E-65 LOAN AGREEMENT THIS LOAN AGREEMENT “Loan Agreement”) is dated as of ______________, 2022 and is entered into by and between the PALM DESERT HOUSING AUTHORITY (“Lender”), and PALM DESERT PACIFIC ASSOCIATES, a California limited partnership (“Borrower”). R E C I T A L S: A. Borrower has acquired or will acquire the land located in the City of Palm Desert, County of Riverside, State of California, more particularly described on Exhibit “A” attached hereto (together with any improvements thereon, the “Property”) from the Successor Agency to the Palm Desert Redevelopment Agency. (The sale of the Property was approved by the Countywide Oversight Board for the County of Riverside by its Resolution No. 2022-30, and the Property is exempt from the surplus land statutes under California Government Code 54234(b)(1)(A) because an Exclusive Negotiation Agreement for the Property was entered into prior to December 31, 2020 and the disposition of the Property is to occur prior to December 31, 2022.) B. Borrower intends to construct the improvements on the land that are described on Exhibit “B” (the “Improvements” or “Development”). C. Borrower has requested that Lender make a loan to Borrower from low income housing set aside funds in the principal amount of $6,030,000.00, consisting of a purchase money loan in the amount of $4,500,000.00 to be disbursed to the seller of the Property (which is the Successor Agency to the Palm Desert Redevelopment Agency) and a construction loan of $1,530,000.00 (collectively, the “Loan”), with the construction loan portion to be used after all available tax credit equity to pay for a portion of the costs of the Improvements, on the terms and conditions hereinafter set forth. NOW, THEREFORE, the Parties agree as follows: A G R E E M E N T: 1. DEFINITIONS AND EXHIBITS. 1.1. Definitions. The following initially capitalized words and terms have the meanings set forth in this Section 1.1 wherever used in this Agreement, unless otherwise provided to the contrary: 1.1.1. “Closing” shall mean the date on which the Deed of Trust is recorded in the Official Records of Riverside County, California. 1.1.2. “Completion of Construction” shall mean the date that Borrower obtains a certificate of occupancy for the Improvements. 1.1.3. “Construction Plans” means the construction plans, specifications and related documents consistent with the Scope of Development attached hereto as Exhibit “B” for the design and construction of the Improvements. Item 2E-66 -2- 12812-0001\2731704v2.doc 1.1.4. “Deed of Trust” shall mean a Deed of Trust and Assignment of Rents in the form attached hereto as Exhibit “C”, executed by Borrower for the benefit of Lender and, acknowledged (which is to be recorded against the Property in the Official Records of Riverside County, California at the Closing). 1.1.5. “Entitlements” shall mean all authorizations, approvals, rights, maps, licenses, permits, franchises, certificates, instruments, documents, agreements, variances and other land use approvals required for the Development. 1.1.6. “Governmental Authority” shall mean any federal, state or local governments, and all subdivision thereof, including any City, authority, board, bureau, commission, department or other public body, including any court, administrative tribunal or public utility. 1.1.7. “Improvements”, “Development” or “Project” shall mean the project/work described in the Scope of Development attached hereto as Exhibit “B”. 1.1.8. “Loan” shall mean the loan contemplated by this Agreement as defined in the Recitals. 1.1.9. “Loan Documents” shall mean this Agreement, the Note, the Deed of Trust, the Regulatory Agreements, the Notice and all other documents and instruments executed and delivered, or to be executed and delivered, in connection with the Loan (including the Acknowledgment referred to in Section 3.6.1 below). 1.1.10. “Note” shall mean a Secured Promissory Note, in the form attached hereto as Exhibit “D”, executed by Borrower and payable to City. 1.1.11. “Notice” shall mean a Notice of Affordability Restrictions in the form attached hereto as Exhibit “E”. 1.1.12. “Operating Year” shall mean each calendar year or portion thereof during which the Project is operating. 1.1.13. “Project Net Cash Flow” shall mean the revenues (without regard to the source) derived from the operation of the Development minus (i) all real estate and personal property taxes and assessments, insurance premiums, monitoring fees and reasonable costs of maintenance, operation and management incurred by the Borrower in connection with the operation and maintenance of the Development, (ii) base property management fees not to exceed the lesser of (a) Twenty-Eight Dollars and Forty-Four cents ($28.44) per unit per month (which amount shall increase annually by the lesser of three and a half percent (3.5%) or the rate of increase in the CPI (defined below) from the prior calendar year) or (b) three and a quarter percent (3.25%) of the effective gross income received by Borrower in connection with its applicable calendar year and other reasonable and customary management fees (iii) a minimum of $24,000 per year in tenant services provided on-site (which amount shall increase annually by the rate of increase in the CPI from the prior calendar year, (iv) the costs of servicing the senior construction loan/financing (and any approved refinancing thereof) or other sources of financing approved by Lender (other than the Loan); (v) amounts necessary to maintain a guaranty or other form of security or bond for an operation reserve account which shall be capitalized in the amount Item 2E-67 -3- 12812-0001\2731704v2.doc not to exceed Six Hundred Fifty Three Thousand Six Hundred Sixty Five Dollars ($653,665), including any replenishment of such reserve (vi) amounts deposited into a replacement initially capitalized reserve account in the sum of not to exceed $250/unit per annum, increasing 3% per annum and any ongoing deposits to such reserve (vi) the repayment of any amounts loaned by the Borrower or its partners to the Development for material Development costs which costs were not reasonably foreseeable, and which loan, and the items for which funds were expended pursuant to such loan, are approved in advance by the Lender’s Executive Director, (vii) deferred Borrower fees in the total maximum amount of $5,000,000, (viii) a Limited Partner monitoring fee in the annual amount of $7,500; and (ix) a managing general partner fee in the annual amount of $26,900, which may increase up to three percent (3.0%) annually; any unpaid tax credit adjuster payments due to the limited partner of Borrower. The amounts of the operation reserves and replacement reserves described above may increase in accordance with the annual percentage increases from the date hereof in the Consumer Price Index, U.S. City Average, All Urban Consumers as published by the U.S. Bureau of Labor Statistics (the “CPI”) or as required for the Borrower limited partner or any senior lender. Project Net Cash Flow shall be determined by Borrower and Lender on a cash basis without regard to any carry-over profit or loss from any prior calendar year, and shall be determined annually, on or before April 15 for the preceding Operating Year. 1.1.14. “Parties” shall mean Lender and Borrower, collectively, and “Party” shall mean Lender or Borrower, individually. 1.1.15. “Person” shall mean a natural person, a partnership, a joint venture, an unincorporated association, a limited liability company, a corporation, a trust, any other business association or any Governmental Authority. 1.1.16. “Potential Default” shall mean any condition or event that could, with the lapse of time/expiration of applicable cure period under this Agreement after any written notice to Borrower thereof required by this Agreement is delivered, constitute a “Default” (as defined in Section 5.1 below). 1.1.17. “Property” shall have the meaning provided in Recital A, but shall also mean portions thereof or interests therein as the context requires. 1.1.18. “Preliminary Budget” shall mean the budget for the costs of the Project attached hereto as Exhibit “F”. 1.1.19. “Regulatory Agreements” shall mean the Housing Agreements in the form attached hereto as Exhibit “G”. 1.1.20. “Schedule of Performance” shall mean the schedule for the completion of the Improvements attached to this Agreement as Exhibit “H”. 1.2. Exhibits. The following exhibits are attached to this Agreement and incorporated into, and made a part of, this Agreement by this reference: 1.2.1. Exhibit “A”: Legal Description 1.2.2. Exhibit “B”: Scope of Development Item 2E-68 -4- 12812-0001\2731704v2.doc 1.2.3. Exhibit “C”: Form of Deed of Trust 1.2.4. Exhibit “D”: Form of Promissory Note 1.2.5. Exhibit “E”: Form of Notice of Affordability Restrictions 1.2.6. Exhibit “F”: Preliminary Project Budget 1.2.7. Exhibit “G”: Forms of Housing Agreement (LMIHF) or “Regulatory Agreement” and Housing Agreement (Density Bonus) 1.2.8. Exhibit “H”: Schedule of Performance 2. CONSTRUCTION OF IMPROVEMENTS. 2.1. Construction Pursuant to Plans. The Improvements shall be constructed in accordance with final Construction Plans approved by the City of Palm Desert and the terms and conditions of the permits and approvals issued or to be issued by the City of Palm Desert. 2.2. Commencement and Completion of Improvements; Schedule of Performance. Borrower shall commence construction of the Improvements no later than the applicable date set forth in the Schedule of Performance, diligently prosecute to completion the construction of the Improvements no later than the applicable date set forth in the Schedule of Performance, and Borrower shall otherwise comply with the Schedule of Performance, in each case subject to Section 6.11 below (Force Majeure). 2.3. Compliance with Applicable Law. Borrower shall cause all construction to be performed in compliance with: (a) all applicable laws, ordinances, rules and regulations of federal, state, county or municipal governments or agencies now in force or that may be enacted hereafter; (b) all directions, rules and regulations of any fire marshal, health officer, building inspector, or other officer of every governmental authority now having or hereafter acquiring jurisdiction; (c) all applicable permits and governmental approvals. 2.4. Monthly Progress Reports. Until such time as Borrower has completed the Improvements, Borrower shall provide Lender with monthly progress reports (within 30 days of the end of each calendar month for the previous calendar month) regarding the status of the construction of the Improvements. 2.5. Construction Responsibilities. Borrower shall be solely responsible for all aspects of Borrower’s conduct in connection with the Improvements, including (but not limited to) the quality and suitability of the plans and specifications, the supervision of construction work, and the qualifications, financial condition, and performance of all architects, engineers, contractors, subcontractors, suppliers, consultants, and property managers. Any review or inspection undertaken by Lender with reference to the Improvements is solely for the purpose of determining whether Borrower is properly discharging its obligations, and should not be relied upon by Borrower or by any third parties as a warranty or representation as to the quality of the design or construction of the Improvements, or for any other purpose. Item 2E-69 -5- 12812-0001\2731704v2.doc 2.6. Mechanics’ Liens, Stop Notices, and Notices of Completion. If any claim of lien is filed against the Property or a stop notice with respect to the Loan is served on Lender or any other lender or other third party in connection with the Improvements, then Borrower shall, subject to Borrower’s right to contest such lien in good faith and in accordance with applicable law, within ninety (90) days after such filing or service, either pay and fully discharge the lien or stop notice, effect the release of such lien or stop notice by delivering to Lender a surety bond from a surety acceptable to Lender in sufficient form and amount, or provide Lender with other assurance satisfactory to Lender that the claim of lien or stop notice will be paid or discharged. 2.7. Budget Amendments. After the Closing, Borrower shall submit any changes to the Budget to Lender for approval within ten (10) days after Borrower receives information indicating that actual costs therein vary or will vary from those shown on the Budget, together with evidence that Borrower has funds available from sources other than Lender to pay any cost increases and overruns. 3. LOAN PROVISIONS. 3.1. Use. The Loan shall be used solely for costs of the Project (including the purchase price for the Property) as shown on the Project Budget that exceed the equity available for and invested in the Project. 3.2. Interest; Payments. The outstanding principal balance of the Loan shall accrue interest as set forth in the Note and such principal and interest shall be payable as set forth in the Note. 3.3. Acceleration. Upon a Default by Borrower under Section 5 below, Lender may elect by written notice to Borrower that all outstanding principal and accrued interest on the Loan shall become due and payable. 3.4. Security. The Note shall be secured by the Deed of Trust. 3.5. Project Net Income Reporting. On or before April 15 of each calendar year, Borrower shall provide the Lender with an annual report in form and substance reasonably acceptable to Lender that include annual financial statements with respect to the Project that have been reviewed by an independent certified public accountant (“Annual Financial Report”). In the event the Residual Receipts reported or paid deviate by a deficit of three percent (3%) or more from that amount determined to be owing upon review of Developer’s submittal and an audit (and the Lender shall have the right to audit Developer’s books and records for the Project, which shall be kept at _____________________ in the City of Palm Desert), Borrower shall reimburse Lender for its cost to review and shall pay the amounts owing within ten (10) days after notice from Lender describing such amounts and costs. Item 2E-70 -6- 12812-0001\2731704v2.doc 3.6. Conditions Precedent to Closing. The obligation of Lender to close the Loan is expressly conditioned upon the satisfaction of the following on or before December 31, 2022: 3.6.1. City’s receipt of originals of this Agreement and the Note, duly executed by Borrower, and City’s receipt of an Acknowledgement regarding the management of the Project, in the form previously delivered to Borrower, duly executed by Palm Communities; 3.6.2. No Default or Potential Default by Borrower exists. 3.6.3. Commonwealth Land Title Insurance Company has recorded, or is irrevocably and unconditionally committed to record, the Deed of Trust, the Housing Agreement (LMIHF) and the Housing Agreement (Density Bonus) and the Notice of Affordability Restrictions (and any deeds of trust or other documents required as a condition to any other construction financing for the Project). 3.6.4. Commonwealth Land Title Insurance Company has unconditionally committed to issue a lender’s title insurance policy to Lender in the amount of the Loan insuring the Deed of Trust, with exceptions approved by Lender and otherwise in form and substance acceptable to Lender. 3.6.5. Borrower shall have delivered to Lender copies of Borrower’s organizational documents to Lender (including the partnership agreement for any tax credit limited partnership formed by the Borrower) as well as any other reasonable evidence requested by Lender showing Lender that Borrower has duly authorized the Loan Documents. 3.6.6. The City of Palm Desert shall have issued the building permit for the improvements and shall have completed its environmental (CEQA) review. 3.6.7. Borrower shall have provided reasonable evidence to the Lender of: (i) the cost of the Improvements (including a GMAX or stip sum construction contract from a reputable bondable contractor) and (ii) that Borrower has debt and equity funds to pay for such costs (and any tax credit equity shall have been committed and available, as shown by reasonable evidence delivered to City). 3.6.8. If Lender is requested to execute a subordination agreement with respect to the deed of trust securing senior construction financing, then Lender’s receipt and approval of the loan documents for such senior construction financing. 3.7. Loan Disbursements. Disbursement of the purchase money portion of the Loan shall be made by Lender to escrow at closing for payment to the seller (the Successor Agency to the Palm Desert Redevelopment Agency), and disbursements of the construction loan portion of the Loan shall be conditioned upon the following additional conditions: (i) Borrower shall have delivered to Lender a written disbursement request in form and substance reasonably satisfactory to Lender, together with copies of the applicable invoices or other appropriate documentation for the costs to be paid (consistent with the final Project budget) and appropriate mechanics lien waivers for the work performed prior to the date of disbursement (i.e., unconditional progress payment waivers for all costs paid with the Item 2E-71 -7- 12812-0001\2731704v2.doc previous disbursement, and conditional progress payment waivers for the costs to be paid with the current disbursement, provided that final waivers shall be provided as a condition to the final disbursement). (ii) No default shall have occurred under any Loan Document that remains uncured as of the date of the disbursement request or actual disbursement. (iii) All equity funds shall have been disbursed and applied to Project costs in the Project Budget as shown by reasonable evidence delivered to Lender, and the Loan funds not yet disbursed together with any other committed sources of funds are sufficient to pay all remaining Project costs. 4. OTHER LOAN REQUIREMENTS. 4.1. Information. Borrower shall provide any information requested by Lender in good faith in connection with the Improvements. 4.2. Hazardous Materials. Borrower shall not use, generate, manufacture, store or dispose of on, under, or about the Property or transport to or from the Property any flammable explosives, radioactive materials, hazardous wastes, toxic substances or related materials, including any substances defined as or included in the definition of “hazardous substances,” hazardous wastes,” “hazardous materials,” or “toxic substances” under any applicable federal or state laws or regulations (collectively, “Hazardous Materials”), except such of the foregoing as may be customarily used in connection with the ownership, operation, occupancy, maintenance and construction of improvements similar to the Improvements. Borrower acknowledges and agrees that each representation and warranty in this Agreement (together with any indemnity obligation applicable to a breach of any such representation and warranty) with respect to the environmental condition of the Property is intended by the Parties to be an “environmental provision” for purposes of California Code of Civil Procedure Section 736. 4.3. Construction Responsibilities; Commencement and Completion. Borrower shall cause the construction of the Improvements to be prosecuted with diligence, in good faith, and in accordance with the Schedule of Performance, subject to Section 6.11 below. Borrower shall cause the construction of the Improvements to be performed in a good and workmanlike manner in accordance with the Construction Plans approved by the City, in compliance with all applicable laws, ordinances, rules, regulations, building restrictions, recorded covenants and restrictions and requirements of each Governmental Authority having jurisdiction over the Property and free and clear of any liens or claims for liens. Borrower shall be solely responsible for all aspects of Borrower’s business and conduct in connection with the Property, including the quality and suitability of the Construction Plans and their compliance with the requirements of each applicable Governmental Authority and the Loan Documents, and the supervision of the construction of the Improvements, the qualifications, financial condition and performance of all architects, engineers, contractors, subcontractors, material suppliers, consultants and property managers, the accuracy of all applications for payment and loan draw requests and the proper application of all disbursements. 4.4. Fees and Taxes. Borrower shall be solely responsible for payment of all fees, assessments, taxes, charges and levies imposed by any public authority or utility company with respect to the Property, and shall pay such charges prior to delinquency. However, Item 2E-72 -8- 12812-0001\2731704v2.doc Borrower shall not be required to pay and discharge any such charge so long as (a) the legality thereof is being contested diligently and in good faith and by appropriate proceedings and (b) if requested by Lender, Borrower deposits with Lender such funds or other forms of assurance that Lender in good faith from time to time determines appropriate to protect Lender from the consequences of the contest being unsuccessful, provided, however, that if Borrower has deposited sufficient funds with a senior lender, Borrower shall not be required to deposit funds with Lender. 4.5. Notice of Litigation. Borrower shall promptly notify Lender of any litigation materially affecting Borrower or the Property and of any claims or disputes that Borrower reasonably believes involve a material risk of any such litigation. 4.6. Transfers. The qualifications and identity of the Borrower are of particular concern to the Lender and it is because of such qualifications and identity that the Lender has entered into this Agreement with the Borrower. No voluntary or involuntary successor in interest of the Borrower shall acquire any rights or powers under this Agreement except as expressly set forth herein. However, Borrower may assign this Loan Agreement to a single-asset limited partnership in which Borrower is the general partner, or which has a general partner that is directly or indirectly owned and controlled by Borrower, provided Lender approves the limited partnership agreement and evidence of such control or ownership, such approval not to be unreasonably withheld. The Loan may be accelerated by Lender if there is any conveyance by Borrower of the Property or any portion thereof or interest therein, or Borrower ceases to be (or ceases to own and control, as applicable) the general partner of such limited partnership prior to the completion of the Improvements without the City’s prior written consent. Notwithstanding the foregoing, provided prior written notice to Lender of such transfer (with reasonable evidence of the nature of the transfer) is provided to Lender with respect to items (ii) and (ii) below as applicable, the Lender's consent shall not be required for (i) any direct or indirect transfer of the investor limited partner's interest in the Borrower if such transfer is to an entity controlled by, or under common control with Boston Financial Investment Management, LP or an affiliate thereof, (ii) the removal or replacement of a general partner of Borrower by the investor limited partner in accordance with the provisions of the Borrower's limited partnership agreement, (iii) the transfer of the Property or of a limited partner interest in Borrower to an entity affiliated with Pacific West Communities, Inc., an Idaho corporation made pursuant to an option agreement set forth in Borrower’s limited partnership agreement (collectively, a “Permitted Transfer”). 4.7. Insurance; Indemnity. 4.7.1. Insurance. 4.7.1.1. Borrower shall obtain and maintain at no cost or expense to the Lender, with a reputable and financially responsible insurance company reasonably acceptable to the Lender, (i) after the opening of the Project for business, commercially reasonable casualty insurance for the Improvements in an amount not less than the replacement cost of the Improvements (subject to commercially reasonable deductibles) with a reasonable inflation rider; (ii) commercial broad form general liability insurance, insuring against claims and liability for bodily injury, death, or property damage arising from the construction, use, occupancy, condition, or operation of the Property, which liability insurance shall provide Item 2E-73 -9- 12812-0001\2731704v2.doc combined single limit protection of at least $2,000,000 and shall include a reasonable inflation rider, contractual liability coverage and products and completed operations coverage, and (iii) commercial automobile liability insurance of at least $1,000,000 combined single limit. Such liability insurance policies shall name the Lender and its board members, officers, agents and employees as additional insureds. 4.7.1.2. Before commencement of any demolition or construction work by Developer, Borrower shall obtain and maintain in force until completion of such work (i) “all risk” builder’s risk insurance, including coverage for vandalism and malicious mischief, in a form and amount and with a company reasonably acceptable to the Lender, and (ii) workers’ compensation insurance covering all persons employed by Borrower in connection with work on the Project, or any portion thereof. During the construction of Improvements on any portion of the Property by Developer, such builder’s risk insurance shall cover improvements in place and all material and equipment at the job site furnished under contract, but shall exclude contractors’, subcontractors’, and construction managers’ tools and equipment and property owned by contractors’ and subcontractors’ employees. 4.7.1.3. Each architect and each engineer engaged by Borrower shall provide professional liability insurance with a limit of liability of at least One Million Dollars ($1,000,000.00). 4.7.1.4. Borrower shall also furnish or cause to be furnished to the Lender evidence satisfactory to the Lender that any contractor with whom it has contracted for the performance of work on the Property or otherwise pursuant to this Agreement carries workers’ compensation insurance as required by law. 4.7.1.5. With respect to each policy of insurance required above, Borrower and each of Developer’s general contractors, engineers and architects shall furnish to the Lender a certificate on the insurance carrier’s form setting forth the general provisions of the insurance coverage promptly after written request by Lender showing the additional insureds. The certificate shall also be furnished by Borrower prior to commencement of construction of any Improvements. 4.7.1.6. All such policies required by this Section shall contain (i) language to the effect that the policies cannot be cancelled or materially changed except after thirty (30) days’ written notice by the insurer to the City, and (ii) a waiver of the insurer of all rights of subrogation against the Lender and the other additional insureds. All such insurance shall have deductibility limits which shall be commercially reasonable. 4.7.1.7. Procuring the insurance required under this Section shall not be construed to limit Borrower’s liability under the Loan Documents, or to fulfill its indemnity obligations under the Loan Documents. Notwithstanding such insurance policies, Borrower shall be responsible for the total amount of any damage, injury or loss caused by negligence or neglect connected with the ownership, operation or occupancy of the improvements on the land. The insurance requirements set forth in this Section are for the sole purpose of protecting Lender’s security for the Loan and are not to be construed as a representation by Lender that the insurance required under this Section is sufficient to cover Borrower from or against all uninsured losses and Borrower releases Lender from any liability and forever waives any claims against Lender in connection therewith. Item 2E-74 -10- 12812-0001\2731704v2.doc 4.7.1.8. All insurance policies shall (a) be issued by an insurance company having a rating of “A:VII” or better by A.M. Best Co., in Best’s Rating Guide; (b) name Lender as an additional insured on all liability insurance and the senior lender as mortgagee and loss payee on all casualty insurance, (c) contain the “standard non-contributory mortgagee clause” and the “standard lenders’ loss payable clause,” or their equivalents, (d) be evidenced by a certificate of insurance (or, if required by City, copy of insurance policy) to be delivered to City. 4.8. Indemnity. In addition to Developer’s obligations under Section 6.4 below, Borrower hereby agrees to indemnify, defend, protect, and hold harmless the Lender and any and all agents, employees, representatives, board members, consultants, and officers of the Lender, from and against all losses, liabilities, claims, damages (including foreseeable or unforeseeable consequential damages), penalties, fines, forfeitures, costs and expenses (including all reasonable out of pocket litigation costs and reasonable attorneys’ fees) and demands of any nature whatsoever, related directly or indirectly to, or arising out of or in connection with: (i) the validity of this Agreement; (ii) the development and construction by Borrower of the Improvements on the Property or the use, ownership, management, occupancy, or possession of the Property during Developer’s period of ownership or control thereof; (iii) any breach or Default by Borrower hereunder; and (iv) any of Developer’s activities on the land (or the activities of Developer’s agents, employees, lessees, representatives, licensees, guests, invitees, contractors, subcontractors, or independent contractors on the land). The Lender may in its discretion, and at their own cost, participate in the defense of any legal action naming the Lender. The provisions of this Section shall survive the Closing or the termination of this Agreement. 5. DEFAULT AND REMEDIES. 5.1. Events of Default. Each of the following shall constitute a “Default” by Borrower under this Agreement: 5.1.1. The failure by Borrower to make a payment of money to Lender within ten (10) business days from the date such payment was due under any of the Loan Documents. 5.1.2. The failure by Borrower to perform any obligation under the Loan Documents not involving the payment of money, and, if such failure is curable within thirty (30) days, the expiration of thirty (30) days after written notice of such failure from Lender to Borrower. If such failure is not curable within 30 days, Borrower may have such longer period of time as is reasonably necessary to complete the cure, provided that Borrower has commenced to cure within the initial 30-day period and diligently prosecutes such cure to completion. Item 2E-75 -11- 12812-0001\2731704v2.doc 5.1.3. Borrower (a) is unable, or admits in writing its inability, to pay its monetary obligations as they become due, (b) makes a general assignment for the benefit of creditors, or (c) applies for, consents to or acquiesces in the appointment of a trustee, receiver or other custodian for itself or its property, or, in the absence of such application, consent or acquiescence, a trustee, receiver or other custodian is appointed for Borrower or the property of Borrower (including the Development), and such appointment is not discharged within sixty (60) days. 5.1.4. The commencement of any case under the Bankruptcy Code or commencement of any other bankruptcy, arrangement, receivership, custodianship or similar proceeding under any federal, state or foreign law by or against Borrower, provided that if any such case or other bankruptcy, arrangement, reorganization, receivership, custodianship or similar proceeding is commenced against Borrower, such case or other bankruptcy, arrangement, receivership, custodianship or similar proceeding is not dismissed within sixty (60) days after its commencement. 5.1.5. A final judgment or decree for monetary damages or a monetary fine or penalty (not subject to appeal or as to which the time for appeal has expired) is entered against Borrower by any Governmental Authority, and such judgment, decree, fine or penalty is not paid and discharged or stayed within sixty (60) days after the entry thereof. 5.1.6. The assets of Borrower are attached, levied on or otherwise seized by legal process, and such attachment, levy or seizure is not quashed, stayed or released within sixty (60) days of the date thereof. 5.1.7. There shall be filed any claim of lien against the Property or the service of any notice to withhold proceeds of the Loan and the continued maintenance of such claim of lien or notice to withhold for a period of sixty (60) days without discharge or satisfaction thereof or provision therefor (including the posting of bonds) satisfactory to City. 5.1.8. The occurrence of any conveyance that is prohibited under Section 4.6. 5.1.9. A failure to comply in any respect with the Schedule of Performance (subject to force majeure delays under Section 6.11 below). 5.1.10. Borrower’s violation of any law or permit applicable to the Property or Improvements (or other improvements on the Property) that is not cured within thirty (30) days after written notice from City. If such failure is not curable within 30 days, Borrower may have such longer period of time as is reasonably necessary to complete the cure, provided that Borrower has commenced to cure within the initial 30-day period and diligently prosecutes such cure to completion. 5.1.11. Borrower’s default under any other loans secured by the Property which is not cured within any applicable cure period in the loan documents for such loan or such longer cure period consented to in writing by the applicable lender. 5.1.12. Borrower fails to comply with the CTCAC Reservation Letter dated June 15, 2022 addressed to Christina Alley (which requires, among other things, executing Item 2E-76 -12- 12812-0001\2731704v2.doc and recording a CTCAC regulatory agreement), or fails to comply with the recorded CTCAC regulatory agreement. 5.2. Remedies. The occurrence of any Default by Borrower will relieve Lender of any obligation to make further disbursement of the Loan and shall give Lender the right to proceed with any and all remedies set forth in the Loan Documents, including the following: 5.2.1. Lender shall have the right to declare, by written notice to Borrower, the outstanding principal balance of the Loan, together with any accrued and unpaid interest thereon, due and payable as of the date stated in such notice as determined by Lender in its sole and absolute discretion. Lender may proceed to enforce payment thereof and to exercise any or all rights afforded to Lender as a creditor and secured party under law, including the California, including foreclosure of the Deed of Trust. Borrower shall be obligated to pay City, on demand, all reasonable expenses, costs and fees (including reasonable attorney’s fees and expenses) paid or incurred by Lender in connection with the collection of the Loan and the preservation, maintenance, protection, sale or other disposition of the security for the Loan, and such obligation shall be secured by the Deed of Trust. 5.2.2. Lender shall have the right to mandamus or other suit, action or proceeding at law or in equity to require Borrower to perform its obligations under the Loan Documents or to enjoin acts or things that may be unlawful or in violation of the provisions of the Loan Documents. 5.2.3. Lender may cure any default by Borrower under the Loan Documents. Borrower shall be liable to reimburse City, on demand, for any funds advanced by Lender to cure any such monetary default, together with interest thereon at the lesser of the maximum rate permitted by law or eight percent (8%) per annum from the date of expenditure until the date of reimbursement, and the Deed of Trust shall secure such sums owed. 5.2.4. Lender shall have the right to file for record, as Borrower’s attorney-in-fact (which appointment is a power coupled with an interest and is irrevocable), any notices of completion, notices of cessation of labor, notices of non-responsibility or any other notices that Lender considers necessary to protect its security for the Loan. 5.2.5. Lender shall also be entitled to all other remedies available at law, in equity or otherwise. 5.2.6. Prior to exercising any remedies hereunder, Lender will give Borrower’s investor limited partner notice of default at the same time such notice is given to Borrower provided Lender shall have been given such investor limited partner’s name and address by Borrower in writing. The investor limited partner shall have the cure periods set forth above within which to cure the default and Lender will accept or reject such cure on the same basis as if such cure had been tendered by Borrower. 5.3. Remedies Cumulative. Except as may be provided by law, no right, power or remedy given to Lender by the terms of the Loan Documents is intended to be exclusive of any other right, power or remedy, and each and every such right, power or remedy shall be cumulative and in addition to every other right, power or remedy given to Lender by the Item 2E-77 -13- 12812-0001\2731704v2.doc terms of the Loan Documents, by law or otherwise. Neither the failure nor any delay on the part of Lender to exercise any such right, power or remedy shall operate as a waiver thereof, nor shall any single or partial exercise by Lender of any such right, power or remedy preclude any other or further exercise of such right, power or remedy, or any other right, power or remedy. 6. GENERAL PROVISIONS. 6.1. Relationship of Parties. Nothing contained in this Agreement shall be interpreted by the Parties, or any other party, as creating the relationship of employer and employee, principal and agent, partnership or any other form of joint venture between Lender and Borrower, and Borrower shall at all times be deemed an independent contractor and shall be completely responsible for the manner in which it performs its obligations under this Agreement. 6.2. No Claims. Nothing contained in this Agreement shall create or authorize any claim against Lender by any Person that Borrower may have employed or with whom Borrower may have contracted related to the purchase of materials, supplies or equipment, or the furnishing or the performance of any work or services with respect to the construction or operation of the Property, and Borrower shall include similar requirements in any contracts entered into for the construction or operation of the Property. 6.3. Amendments. No modification of the terms of this Agreement shall be valid unless made in writing and signed by the Parties. 6.4. Indemnification for Prevailing Wages Claims. Borrower shall indemnify, defend, protect and hold harmless Lender and its board members, officers, employees, agents, successors and assigns (collectively, “Indemnified Parties”) from and against any and all claims (including, without limitation, any claim under Labor Code Section 1781), losses, proceedings, damages, causes of action, liabilities, costs and expenses, (including attorneys’ fees) (collectively, “Claim”) arising from or in connection with, or caused by any violations of law by Borrower or any contractor with respect to the Property, including, without limitation, any failure to comply with Labor Code Sections 1720 et. seq. If any action or proceeding be brought against Lender by reason of any such claim, Borrower, upon notice from Lender, shall defend the same at Borrower’s expense with counsel satisfactory to Lender (which consent shall not be unreasonably withheld) unless such Claim arose from the willful misconduct or gross negligence of an Indemnified Party. BORROWER’S DUTY AND OBLIGATIONS TO DEFEND, INDEMNIFY AND HOLD LENDER HARMLESS LENDER SHALL SURVIVE CANCELLATION OF THE NOTE AND THE RECONVEYANCE OF THE DEED OF TRUST WITH RESPECT TO EVENTS OCCURRING PRIOR TO THE CANCELLATION OF THE NOTE AND RECONVEYANCE OF THE DEED OF TRUST. 6.5. Non-Liability of Lender and Lender Officials, Employees and Agents. No member, official, employee or agent of Lender shall be personally liable to Borrower in the event of any default or breach by Lender, or for any amount that may become due to Borrower, under the terms of this Agreement. 6.6. No Third Party Beneficiaries. There shall be no third party beneficiaries of this Agreement. Item 2E-78 -14- 12812-0001\2731704v2.doc 6.7. Notices, Demands and Communications. Except as otherwise required by law, any notice, request, direction, demand, consent, waiver, approval or other communication required or permitted to be given hereunder shall not be effective unless it is given in writing and shall be delivered (a) by certified mail, postage prepaid, return receipt requested, or (b) by a commercial overnight courier that guarantees next day delivery and provides a receipt, and addressed to the parties at the addresses stated below, or at such other address as either party may hereafter notify the other in writing as aforementioned: Lender: Palm Desert Housing Authority 73-510 Fred Waring Drive Palm Desert, CA 92260 Attn: Executive Director Borrower: Palm Desert Pacific Associates c/o Pacific West Communities, Inc. 430 E. State Street, Suite 100 Eagle, ID Attn: Caleb Roope With a copies to: McReynolds & McCormack, PLLC 430 E. State Street, Ste.140 Eagle, ID 83616 Attention: Clay McReynolds And: BF Vitalia LLLP 101 Arch Street, 13th Floor Boston, MA 02110 Attn: Asset Management - Vitalia Apartments Service of any such notice or other communications so made shall be deemed effective on the day of actual delivery or refusal to accept/inability to deliver, as shown by the addressee’s return receipt if by certified mail, and as confirmed by the courier service if by courier; provided, however, that if such actual delivery occurs after 5:00 p.m. (local time where received) or on a non-business day, then such notice or demand so made shall be deemed effective on the first business day following the day of actual delivery. No communications via electronic mail shall be effective to give any notice, request, direction, demand, consent, waiver, approval or other communications hereunder. 6.8. Applicable Law. This Agreement shall be governed by and construed in accordance with the laws of the State of California, without giving effect to conflict of laws principles. 6.9. Attorneys’ Fees. Should any action be brought to enforce any provision hereof, the prevailing party in such action shall be entitled to reasonable attorneys’ fees, court Item 2E-79 -15- 12812-0001\2731704v2.doc costs and other litigation expenses, including expenses incurred for preparation and discovery. The right to recover such fees, costs and expenses shall accrue upon the commencement of the action regardless of whether the action is prosecuted to final judgment. 6.10. Severability. If any term of this Agreement is held by a court of competent jurisdiction to be invalid, void or unenforceable, the remaining provisions shall continue in full force and effect unless the rights and obligations of the Parties have been materially altered or abridged by such invalidation, voiding or unenforceability. 6.11. Force Majeure. A Party shall not be deemed to be in default as to any construction obligation where delays are due to war; insurrection; strikes; lock-outs; riots; floods; earthquakes; fires; quarantine restrictions; freight embargoes; lack of transportation; or court order; or any other similar causes (other than lack of funds of Borrower or Borrower’s inability to finance the construction of the Development) beyond the control or without the fault of the Party claiming an extension of time to perform. However, no extension of time for any cause will be deemed granted if notice by the Party claiming such extension is not sent to the other Party within ten (10) business days from the commencement of the cause. 6.12. Approvals/Amendments/Subordination Agreements. Whenever this Agreement calls for or contemplates Lender approval or consent (including approval of the form and substance of other documents), the written approval or consent or waiver of the Executive Director of Lender shall constitute the approval or consent of Lender. The Lender also authorizes the Executive Director to make non-substantial changes to this Agreement, including, reasonable extensions of time deadlines set forth in this Agreement, provided they are in writing, and to send notices and demands, initiate and administer remedies and otherwise administer the Loan Documents, and to execute reasonable subordination agreements required by senior construction lenders as a condition to making their loans for the Project. The Executive Director shall have the authority to review and approve all documents listed in Section 3.5 hereof and may prohibit disbursement of Loan funds if the documents are not reasonably satisfactory to the Executive Director. 6.13. Warranty Against Payment of Consideration for Agreement. Borrower warrants that it has not paid or given, and will not pay or give, any Person, including the Lender or the City of Palm Desert, or any councilmember, board member, official or employee thereof, any money or other consideration for obtaining this Agreement. 6.14. Refinance. Borrower shall be permitted to refinance any senior construction or permanent loan on commercially reasonable terms in an amount equal to the then-outstanding principal balance of such senior loan(s) (the "Refinanced Loan"), and Lender agrees that Lender’s Executive Director shall have the authority to execute reasonable subordination agreements to confirm such subordination such that the deed of trust securing the Loan shall remain subordinate to any such Refinanced Loan. 6.15. Time. Time is of the essence with respect to this Agreement and the performance of each obligation contained herein. 6.16. Multiple Originals; Counterparts. This Agreement may be executed in multiple originals, each of which is deemed to be an original, and may be signed in counterparts. Item 2E-80 -16- 12812-0001\2731704v2.doc WHEREAS, this Agreement has been entered into by the undersigned as of the date first above written. LENDER: PALM DESERT HOUSING AUTHORITY By: Name: Title: ATTEST: Anthony J. Mejia, Secretary APPROVED AS TO FORM: Robert W. Hargreaves, City Attorney BORROWER: PALM DESERT PACIFIC ASSOCIATES, a California limited partnership By: TPC HOLDINGS IX, LLC, an Idaho limited liability company Its: Administrative General Partner By: Pacific West Communities, Inc., an Idaho corporation Its: Manager By: ___________________ Name: Caleb Roope Its: President and CEO By: CENTRAL VALLEY COALITION FOR AFFORDABLE HOUSING, a California Nonprofit Public Benefit Corporation Its: Managing General Partner By: ___________________ Name: Christina Alley Its: Chief Executive Officer Item 2E-81 -17- 12812-0001\2731704v2.doc Item 2E-82 EXHIBIT “A” LEGAL DESCRIPTION OF the PROPERTY Real property in the City of Palm Desert, County of Riverside, State of California, described as follows: A PORTION OF PARCEL 1 OF THAT CERTAIN CERTIFICATE OF COMPLIANCE NO. 88-1, RECORDED JUNE 1, 1988 AS INSTRUMENT NO, 146461 OF OFFICIAL RECORDS. IN THE CITY OF PALM DESERT. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LOCATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 NORTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID PARCEL 1; THENCE NORTH 89°55'15' EAST, ALONG THE NORTHERLY LINE OF SAID PARCEL 1, SAID LINE ALSO BEING THE SOUTHERLY RIGHT-OF-WAY LINE OF GERALD FORD DRIVE, A DISTANCE OF 514.35 FEET; THENCE SOUTH 47°23'23" EAST, A DISTANCE OF 34.01 FEET, THENCE SOUTH 00°03'36" WEST, A DISTANCE OF 942.64 FEET, THENCE NORTH 89°56'24" WEST, A DISTANCE OF 539.40 FEET; THENCE NORTH 00°03'36" EAST, ALONG THE WESTERLY LINE OF SAID PARCEL 1 AND THE SOUTHERLY EXTENSION THEREOF, A DISTANCE OF 964.39 FEET, TO THE POINT OF BEGINNING. Item 2E-83 EXHIBIT “B” SCOPE OF DEVELOPMENT A 269 unit apartment complex, with 131 one-bedroom apartments, 70 two-bedroom apartments, and 68 three-bedroom apartments (including 3 three-bedroom manager units). 420 parking spaces (which is reduced parking based on a density bonus). Laundry facilities in each building. Gate-controlled access to the project. Project amenities in a central location/area, may include: leasing office; fitness center; community room; covered community patio; dog run and dog park; outdoor children’s playground; swimming pool; barbecue area; child care room. Item 2E-84 EXHIBIT “C” FORM OF DEED OF TRUST Item 2E-85 EXHIBIT “D” FORM OF PROMISSORY NOTE Item 2E-86 EXHIBIT “E” FORM OF NOTICE OF AFFORDABILITY RESTRICTIONS (Attached.) Item 2E-87 EXHIBIT “F’ PRELIMINARY PROJECT BUDGET (Attached.) Item 2E-88 EXHIBIT “G” FORMS OF HOUSING AGREEMENTS Item 2E-89 EXHIBIT “H” SCHEDULE OF PERFORMANCE Action Date / Deadline Items 1 – 8 Relate to BorrowerActions and Requirements Prior to the Closing 1. Project Budget. The Borrowershall submit a comprehensive Project Budget for the Improvements. Prior and as a condition to Closing. 2. Final Plans and Specifications. The Borrowershall submit the Final Plans and Specifications for Lender approval. Prior and as a condition to Closing. 3. Building Permits. The Borrowershall obtain the Building Permit for the construction of the Improvements. Prior and as a condition to the Closing. 4. Construction Contract. The Borrower shall submit the stipulated sum construction contract for the construction of the Improvements to the Lender for approval. Prior and as a condition to the Closing. 5. Intentionally omitted. 6. Insurance. The Borrower shall submit evidence of insurance to the City. Prior and as a condition to the Closing. 7. Tax Credit Applications/Award. Obtained 8. Tax Credit Equity. All tax credit equity must have been committed and no less than the amount of the initial capital contribution and all capital contributions to be used for construction costs shall have been funded by the tax credit investor and committed and available to pay the initial Project costs, as shown by reasonable evidence delivered to City. Prior and as a condition to Closing]. Items 9 – 13 Relate to Requirements After the Closing 9. Closing. The Borrower shall acquire the Property and close the Loan. December 31, 2022 Item 2E-90 H-26 P6401-0001\2696532v1.doc 12812-0001\2731704v2.doc Action Date / Deadline 10. Commencement of Construction. Borrower shall substantially commence the Improvements. No later than 90 days after the Closing. 11. Completion of Grading. Borrower shall substantially complete the grading for the Project. Not later than six (6) months following the commencement of construction. 12. Commencement of Vertical Construction. Borrower shall substantially commence vertical construction. Not later than 9 months after the commencement of construction. 13. Completion; Qualification for Certificate of Completion. The Project shall be completed and shall qualify for a Certificate of Occupancy. No later than two (2) calendar years after the Closing. Item 2E-91 RECORDING REQUESTED BY, AND WHEN RECORDED MAIL TO: Palm Desert Housing Authority 73-510 Fred Waring Drive Palm Desert, CA 92260 Attn: Jessica Gonzales SPACE ABOVE THIS LINE FOR RECORDER'S USE This Document is recorded for the benefit of the Palm Desert Housing Authority and is exempt from recording fees pursuant to Sections 6103, 27383 and 27388.1 of the California Government Code. DEED OF TRUST AND ASSIGNMENT OF RENTS THIS DEED OF TRUST AND ASSIGNMENT OF RENTS (this “Deed of Trust”) is dated as of _________, 2022, and is executed by PALM DESERT PACIFIC ASSOCIATES, a California limited partnership (“Trustor”), in favor of FIDELITY NATIONAL TITLE COMPANY, as “Trustee,” for the benefit of the PALM DESERT HOUSING AUTHORITY (“Beneficiary”). Trustor IRREVOCABLY GRANTS, TRANSFERS AND ASSIGNS TO TRUSTEE IN TRUST, WITH POWER OF SALE, that certain land in the City of Palm Desert, Riverside County, California, described on Exhibit “A” attached hereto; TOGETHER WITH the rents, issues and profits thereof and all leases and rental agreements related thereto, SUBJECT, HOWEVER, to the right, power, and authority hereinafter given to Trustor to collect and apply such rents, issues, and profits; TOGETHER WITH all buildings and improvements of every kind and description now or hereafter erected or placed thereon, and all fixtures, including but not limited to all gas and electric fixtures, engines and machinery, radiators, heaters, furnaces, heating equipment, laundry equipment, steam and hot water boilers, stoves, ranges, elevators and motors, bath tubs, sinks, water closets, basins, pipes, faucets and other plumbing and heating fixtures, mantels, cabinets, refrigerating plant and refrigerators, whether mechanical or otherwise, cooking apparatus and appurtenances, and all shades, awnings, screens, blinds and other furnishings, it being hereby agreed that all such fixtures and furnishings shall to the extent permitted by law be deemed to be permanently affixed to and a part of the realty; TOGETHER WITH all building materials and equipment now or hereafter delivered to the premises and intended to be installed therein; TOGETHER WITH all articles of personal property owned by the Trustor now or hereafter attached to or used in and about the building or buildings now erected or hereafter to be erected on the lands described which are necessary to the complete and comfortable use and Item 2E-92 -2- 12812-0001\2731710v2.doc occupancy of such building or buildings for the purposes for which they were or are to be erected, including all other goods and chattels and personal property as are ever used or furnished in operating a building, or the activities conducted therein, similar to the one herein described and referred to, and all renewals or replacements thereof or articles in substitution therefor, whether or not the same are, or shall be attached to the building or buildings in any manner. All of the foregoing, together with the real property, is herein referred to as the “Property.” For the purpose of securing (a) payment of the indebtedness evidenced by that certain promissory note (the “Note”) of substantially even date herewith, in the stated principal sum of $6,030,000.00, executed by Trustor, as maker, in favor of Beneficiary, as payee, and all amendments thereof; and (b) sums owing by Trustor to Beneficiary under this Deed of Trust. (1) That it shall faithfully perform each and every covenant contained in the Note, the Loan Agreement (“Loan Agreement”) between Trustor and Beneficiary dated substantially concurrently herewith and the Regulatory Agreement described therein. Upon a Default under (and as defined in) the Loan Agreement, Beneficiary may accelerate the loan evidenced by the Note, and if not paid, may exercise any and all remedies permitted by law, including foreclosure of this Deed of Trust. (2) To appear in and defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee; and to pay all costs and expenses, including cost of evidence of title and attorneys’ fees in a reasonable sum, in any such action or proceeding in which Beneficiary or Trustee may appear, and in any suit brought by Beneficiary to foreclose this Deed of Trust. (3) To pay before delinquency all property taxes and assessments and any other taxes affecting the Property, including assessments on appurtenant water stock; when due, all encumbrances, charges and liens, with interest, on the Property or any part thereof, which appear to be prior or superior hereto (provided, however, that Trustor may dispute in good faith any such tax or assessment after posting bond on same). (4) That should Trustor fail to make any payment or to do any act as herein provided and such failure continues past any applicable notice and cure period, then Beneficiary, without obligation so to do and without notice to or demand upon Trustor and without releasing Trustor from any obligation hereof may: make or do the same in such manner and to such extent as either may deem necessary to protect the security hereof, Beneficiary or Trustee being authorized to enter upon the Property for such purposes with written notice to Trustor and subject to the rights of tenants; appear in and defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee; pay, purchase, contest or compromise any encumbrance, charge or lien which in the judgment of either appears to be prior or superior hereto; and, in exercising any such powers, pay necessary expenses, employ counsel and pay its reasonable fees. Item 2E-93 -3- 12812-0001\2731710v2.doc (5) To pay immediately and without demand all sums so expended by Beneficiary hereunder, or under Note the in accordance with the terms thereof. (6) The Trustor further covenants that it will not voluntarily create, suffer, or permit to be created against the Property any lien or liens except for deeds of trust securing financing used to pay for construction of the Project, as defined in the Loan Agreement (or securing refinancing of such construction loans) and further that it will keep and maintain the Property free from the claims of all persons supplying labor or materials which will enter into the construction of any and all buildings now being erected or to be erected on the Property, or will cause the release of or will provide a bond against any such liens within thirty (30) days of the attachment of the lien or liens. (7) That any award of damages in connection with any condemnation for public use of or injury to the Property or any part thereof is hereby assigned and shall be paid to Beneficiary who may apply or release such moneys it receives in the same manner and with the same effect as above provided for disposition of proceeds of fire or other insurance. (8) That by accepting payment of any sum secured hereby after its due date, Beneficiary does not waive its right either to require prompt payment when due of all other sums so secured or to declare default for failure to pay all other sums when due so secured. (9) That at any time or from time to time, without liability therefor and without notice, upon written request of Beneficiary, and without affecting the personal liability of any person for payment of the indebtedness secured hereby, Trustee may: reconvey any part of the Property; consent to the making of any map or plat thereof; join in granting any easement thereon; or join in any extension agreement or any agreement subordinating the lien or charge hereof. (10) That upon written request of Beneficiary stating that all sums secured hereby have been paid or forgiven by Beneficiary, and upon surrender of the Note to Trustee for cancellation and retention and upon payment of its fees, Trustee shall reconvey, without warranty, the Property then held hereunder. The recitals in such reconveyance of any matters or facts shall be conclusive proof of the truthfulness thereof. The grantee in such reconveyance may be described as “the person or persons legally entitled thereto.” (11) That Trustor hereby absolutely and unconditionally assigns and transfers to Beneficiary all the rents, income and profits of the Property encumbered hereby, and hereby give to and confer upon Beneficiary the right, power and authority to collect such rent, income, and profits, and Trustor irrevocably appoints Beneficiary Trustor’s true and lawful attorney at the option of Beneficiary, at any time, to give receipts, releases and satisfactions and to sue, either in the name of Trustor or in the name of Beneficiary, for all income, and apply the same to the indebtedness secured hereby; provided, however, so long as no default by Trustor in the payment of any indebtedness secured hereby shall exist and be continuing beyond any applicable cure period expressly provided therein, then, Trustor shall have the right to collect all rent, income and profits from the Property and to retain, use and enjoy the same. Upon any such default, Beneficiary may at any time without notice, either in person, by agent, or by a receiver to be appointed by a court, and without regard to the adequacy of any security for the indebtedness Item 2E-94 -4- 12812-0001\2731710v2.doc hereby secured, enter upon and take possession of the Property or any part thereof, in its own name sue for or otherwise collect such rents, issues and profits, including those past due and unpaid, and apply the same, less costs and expenses of operation and collection, including reasonable attorney’s fees, upon any indebtedness secured hereby, and in such order as Beneficiary may determine. The entering upon and taking possession of the Property, the collection of such rents, issues and profits and the application thereof as aforesaid, shall not cure or waive any default or notice of default hereunder or invalidate any act done pursuant to such notice. (12) That upon a Default by Trustor under the Loan Agreement, Beneficiary may declare all sums secured hereby immediately due and payable by delivery to Trustee of written declaration of default and demand for sale and of written notice of default and election to cause to be sold the Property, which notice Trustee shall cause to be filed for record. Beneficiary also shall deposit with Trustee this Deed of Trust, the Note and all documents evidencing expenditures secured hereby. After the lapse of such time as may then be required by law following the recordation of the notice of default, and notice of sale having been given as then required by law, Trustee, without demand on Trustor, shall sell the Property at the time and place fixed by it in the notice of sale, either as a whole or in separate parcels, and in such order as it may determine, at public auction to the highest bidder for cash in lawful money of the United States, payable at time of sale. Trustee may postpone sale of all or any portion of the Property by public announcement at such time and place of sale, and from time to time thereafter may postpone such sale by public announcement at the time fixed by the preceding postponement. Trustee shall deliver to such purchaser its deed conveying the Property so sold, but without any covenant or warranty, express or implied. The recitals in such deed of any matters or facts shall be conclusive proof of the truthfulness thereof. Any person, including Trustor, Trustee, or Beneficiary as hereinafter defined, may purchase at the sale. After deducting all costs, fees and expenses of Trustee and of this Trust, including cost of evidence of title in connection with sale, Trustee shall apply the proceeds of sale to payment of: all sums expended under the terms hereof, not then repaid, with accrued interest at the amount allowed by law in effect at the date hereof; all other sums then secured hereby; and the remainder, if any, to the person or persons legally entitled thereto. (13) Beneficiary, or any successor in ownership of any indebtedness secured hereby, may from time to time, by instrument in writing, substitute a successor or successors to any Trustee named herein or acting hereunder, which instrument, executed by the Beneficiary and duly acknowledged and recorded in the office of the recorder of the county or counties where the Property is situated, shall be conclusive proof of proper substitution of such successor Trustee or Trustees, who shall, without conveyance from the Trustee predecessor, succeed to all its title estate, rights, powers and duties. The instrument must contain the name of the original Trustor, Trustee and Beneficiary hereunder, the book and page where this Deed of Trust is recorded and the name and address of the new Trustee. (14) That this Deed of Trust applies to, inures to the benefit of, and binds all parties hereto, their heirs, legatees, devisees, administrators, executors, successors and assigns. The term Beneficiary shall mean the owner and holder, including pledgees, of the Note, whether or not named as Beneficiary herein. In this Deed of Trust, whenever the context so requires, the Item 2E-95 -5- 12812-0001\2731710v2.doc masculine gender includes the feminine and/or neuter, and the singular number includes the plural. (15) If Trustor shall sell, convey, hypothecate, transfer, encumber or alienate the Property, or any part thereof, or any interest therein, or any interest in Trustor is transferred, or Trustor shall be divested of title or any interest in the Property in any manner or way, whether voluntarily or involuntarily, without the prior written consent of the Beneficiary being first had and obtained (if and to the extent such consent is required in the Loan Agreement or if the failure to get such consent would be a Default) or if a Default by Trustor shall occur under the Loan Agreement then Beneficiary shall have the right, at its option, to declare any indebtedness or obligations secured hereby, irrespective of the maturity date specified in any note evidencing the same, immediately due and payable. (16) That Trustor shall promptly pay when due the payments of interest, principal, and all other charges accruing under any superior or prior trust deed, mortgage, or other instrument encumbering the Property. Beneficiary shall have the right, but not the obligation, to cure any defaults on any superior or prior deed of trust or promissory note secured thereby and upon curing such default Trustor shall immediately reimburse Beneficiary for all costs and expenses incurred thereby, together with interest thereon at the lesser of seven percent (7%) or the maximum legal rate permitted to be charged by non-exempt lenders under the State of California, and Trustor’s failure to pay such amount on demand shall be a breach hereof. Trustor’s breach or default of any covenant or condition of any superior or prior trust deed, mortgage or other instrument encumbering the Property shall be a default under this Deed of Trust, whereupon Beneficiary shall have the right to declare all sums under the Note secured hereby immediately due and payable as provided in the Note. (17) The undersigned Trustor requests that a copy of any Notice of Default and of any Notice of Sale hereunder (and any other notices hereunder) be mailed to it at its address for notices in the Loan Agreement. (18) Trustor shall not commit intentional waste with respect to the Property. (19) Beneficiary acknowledges that Trustor and the California Tax Credit Allocation Committee have or intend to enter into, or concurrently with the execution and delivery of the Loan Documents are entering into, a Regulatory Agreement (the “TCAC Regulatory Agreement”), which constitutes the extended low-income housing commitment described in Section 42(h)(6)(B) of the Internal Revenue Code, as amended (the “Code”). Beneficiary acknowledges and agrees that, in the event of a foreclosure of its interest under the Deed of Trust or delivery by the Trustor of a deed in lieu thereof (collectively, a “Foreclosure”), the following rule contained in Section 42(h)(6)(E)(ii) of the Code shall apply: For a period of three (3) years from the date of Foreclosure, with respect to any unit that had been regulated by the TCAC Regulatory Agreement, (i) none of the eligible tenants occupying those units at the time of Foreclosure may be evicted or their tenancy terminated (other than for good cause, including but not limited to, the tenants’ ineligibility pursuant to Section 42 of the Code), (ii) nor may any rent be increased except as otherwise permitted under Section 42 of the Code. Item 2E-96 -6- 12812-0001\2731710v2.doc TRUSTOR: PALM DESERT PACIFIC ASSOCIATES, a California limited partnership By: TPC HOLDINGS IX, LLC, an Idaho limited liability company Its: Administrative General Partner By: Pacific West Communities, Inc., an Idaho corporation Its: Manager By: ___________________ Name: Caleb Roope Its: President and CEO By: CENTRAL VALLEY COALITION FOR AFFORDABLE HOUSING, a California Nonprofit Public Benefit Corporation Its: Managing General Partner By: ____________________ Name: Christina Alley Its: Chief Executive Officer Item 2E-97 -7- 12812-0001\2731710v2.doc NOTARY ACKNOWLEDGEMENT STATE OF IDAHO ) ) ss COUNTY OF ADA ) On this ___ day of [ ], in the year of 2022, before me, ____________________, a notary public, personally appeared Caleb Roope, known or identified to me to be President and CEO of Pacific West Communities, Inc., an Idaho corporation, the Manager of TPC Holdings IX, LLC, an Idaho limited liability company, proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument, and acknowledged to me that he executed the same. Item 2E-98 EXHIBIT “A” DESCRIPTION OF LAND Real property in the City of Palm Desert, County of Riverside, State of California, described as follows: A PORTION OF PARCEL 1 OF THAT CERTAIN CERTIFICATE OF COMPLIANCE NO. 88-1, RECORDED JUNE 1, 1988 AS INSTRUMENT NO, 146461 OF OFFICIAL RECORDS. IN THE CITY OF PALM DESERT. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LOCATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 NORTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID PARCEL 1; THENCE NORTH 89°55'15' EAST, ALONG THE NORTHERLY LINE OF SAID PARCEL 1, SAID LINE ALSO BEING THE SOUTHERLY RIGHT-OF-WAY LINE OF GERALD FORD DRIVE, A DISTANCE OF 514.35 FEET; THENCE SOUTH 47°23'23" EAST, A DISTANCE OF 34.01 FEET, THENCE SOUTH 00°03'36" WEST, A DISTANCE OF 942.64 FEET, THENCE NORTH 89°56'24" WEST, A DISTANCE OF 539.40 FEET; THENCE NORTH 00°03'36" EAST, ALONG THE WESTERLY LINE OF SAID PARCEL 1 AND THE SOUTHERLY EXTENSION THEREOF, A DISTANCE OF 964.39 FEET, TO THE POINT OF BEGINNING. Item 2E-99 SECURED PROMISSORY NOTE __________, 2022 $6,030,000.00 Palm Desert, California FOR VALUE RECEIVED, the undersigned, PALM DESERT PACIFIC ASSOCIATES, a California limited partnership (“Maker”), having its principal place of business at 430 E. State Street, Suite 100, Eagle, ID, Attn: Caleb Roope, promises to pay to the order of the PALM DESERT HOUSING AUTHORITY (“Payee” or “PDHA), at 73-510 Fred Waring Drive, Palm Desert, CA 92260, Attn: _____________________, or at such other place as the holder of this Note from time to time may designate in writing, the principal sum of SIX MILLION THIRTY THOUSAND AND NO/100 DOLLARS ($6,030,000.00) (the “Principal Amount”), together with interest on the unpaid principal amount disbursed under this promissory note (“Note”) from time to time outstanding at the “Applicable Interest Rate,” as defined below, in lawful money of the United States of America. This Note is being delivered, and the loans evidenced hereby are being made, pursuant to the terms of a Loan Agreement between Maker and PDHA (“Loan Agreement”). All capitalized terms used herein which are not separately defined herein shall have the meanings set forth therefor in the Loan Agreement. As of the date of this Note, the sum of $4,500,000.00 of principal has been disbursed to the Successor Agency to the Palm Desert Redevelopment Agency as a purchase money loan to Maker for its acquisition of the property encumbered by the deed of trust securing this Note. The remainder of the Principal Amount shall be disbursed as a construction loan as described in Section 3 of the Loan Agreement. “Applicable Interest Rate” means three percent (3%) per annum, simple interest, except that amounts not paid when due shall accrue interest from the date due until the date paid at the lesser of: (i) seven percent (7%) per annum, simple interest, or (ii) the maximum rate permitted by applicable law. 1. Payments. Payments under this Note shall be due and payable as follows: 50% of Project Net Cash Flow, as defined in the Loan Agreement (“PDHA Portion”) shall be paid to PDHA on an annual basis [on _____________ after] the first anniversary of issuance of a final certificate of occupancy for the Project (defined in the Loan Agreement), and each [__________] anniversary thereafter (with respect to the Project Net Cash Flow for the preceding year ending on _________ prior to each such payment date), until this Note has been satisfied in full. Payments shall first be applied to accrued interest, then to remaining outstanding principal. In addition, the entire amount of outstanding principal and accrued interest and any additional amounts which become owing hereunder shall be paid by Maker to Payee as of the earliest of: (i) a Default under the Loan Agreement; (ii) as provided in Section 4 below; or (iii) fifty-five (55) years after the date a final certificate of occupancy is issued for the Project (the “Maturity Date”). 2. Secured by Deed of Trust. Repayment of this Note is secured by a deed of trust (the “Deed of Trust”) executed by Maker for the benefit of Payee encumbering the property described in the Deed of Trust (the “Property” or “Site”) on which the Project is to be developed/constructed. Item 2E-100 12812-0001\2731720v2.doc 3. Prepayment. Maker shall have the right to prepay amounts owing under this Note at any time, without premium. 4. Due on Sale or Encumbrance. In the event of any Transfer (as defined below) of the Property, or any portion thereof or interest therein, Payee shall have the absolute right at its option, without prior demand or notice, to declare all sums secured hereby immediately due and payable. As used herein, the term “Transfer” means and includes the direct or indirect sale, transfer, conveyance, assignment, or other alienation of the Property, or any portion thereof or interest therein, whether voluntary, involuntary, by operation of law or otherwise, or the lease of all or substantially all of the Property or of all or substantially all of the improvements located thereon or a transfer of the general partner interest in Maker or transfer of control of the general partner. Transfer shall not include the sale, transfer, assignment, pledge, hypothecation or encumbrance by Maker’s limited partner of its partnership interest, nor shall Transfer include the removal of any general partner of Maker by the limited partner for cause and the replacement of such removed general partner by another person or entity in accordance with the terms of Maker’s partnership agreement nor any other “Permitted Transfer” as such term is defined in the Loan Agreement. “Transfer” shall not include any lease of a rental unit so long as Trustor complies with the provisions of the Regulatory Agreement relating to such leasing activity. Failure of Beneficiary to exercise the option to declare all sums secured hereby immediately due and payable upon a Transfer will not constitute waiver of the right to exercise this option in the event of any subsequent Transfer. 5. Miscellaneous. (a) Governing Law. All questions with respect to the construction of this Note and the rights and liabilities of the parties to this Note shall be governed by the laws of the State of California. (b) Attorneys’ Fees. (i) Maker shall reimburse Payee for all reasonable attorneys’ fees, costs and expenses, incurred by Payee in connection with the enforcement of Payee’s rights under this Note, including, without limitation, reasonable attorneys’ fees, costs and expenses for trial, appellate proceedings, out-of-court negotiations, workouts and settlements or for enforcement of rights under any state or federal statute, including, without limitation, reasonable attorneys’ fees, costs and expenses incurred to protect Payee’s security and attorneys’ fees, costs and expenses incurred in bankruptcy and insolvency proceedings such as (but not limited to) seeking relief from stay in a bankruptcy proceeding. The term “expenses” means any expenses incurred by Payee in connection with any of the out-of-court, or state, federal or bankruptcy proceedings referred to above, including, without limitation, the fees and expenses of any appraisers, consultants and expert witnesses retained or consulted by Payee in connection with any such proceeding. (ii) Payee shall also be entitled to its attorneys’ fees, costs and expenses incurred in any post-judgment proceedings to collect and enforce the judgment. This provision is separate and several and shall survive the merger of this Note into any judgment on this Note. Item 2E-101 12812-0001\2731720v2.doc (c) Entire Agreement. This Note, the Loan Agreement, the Deed of Trust and the Housing Agreements required by the Loan Agreement constitute the entire agreement and understanding between and among the parties in respect of the subject matter of such agreements and supersede all prior agreements and understandings with respect to such subject matter, whether oral or written. (d) Time of the Essence. Time is of the essence with respect to every provision hereof. (e) Waivers by Maker. Maker waives: presentment; demand; notice of dishonor; notice of default or delinquency; notice of acceleration; notice of protest and nonpayment; notice of costs, expenses or losses and interest thereon; and diligence in taking any action to collect any sums arising under this Note or in any proceeding against any of the rights or interests in or to properties securing payment of this Note. (f) Non-waivers. No previous waiver and no failure or delay by Maker in acting with respect to the terms of this Note, the Loan Agreement, the Deed of Trust or Housing Agreements shall constitute a waiver of any breach, default, or failure of condition under any of them. A waiver of any term must be made in writing and shall be limited to the express written terms of such waiver. (g) Non-Recourse. Repayment of this Note and all other obligations of Borrower hereunder, under the Loan Agreement, Housing Agreements or Deed of Trust shall be a non-recourse obligation of Borrower, such that a general partner of Borrower shall not have any personal obligation to make any payments or perform any other obligations of Borrower. (h) Cure by Limited Partner(s). PDHA hereby agrees that any cure of any default made or tendered by Maker’s limited partner (whose name and notice address is as set forth below in this Section 5(h)) shall be deemed to be a cure by Maker and shall be accepted or rejected on the same basis as if made or tendered by Maker. Investor Limited Partner Name and Notice Address: BF Vitalia LLLP c/o Boston Financial Investment Management 101 Arch Street, 13th Floor Boston, MA 02110 Attention: Asset Management - Vitalia Apartments Item 2E-102 MAKER: PALM DESERT PACIFIC ASSOCIATES, a California limited partnership By: TPC HOLDINGS IX, LLC, an Idaho limited liability company Its: Administrative General Partner By: Pacific West Communities, Inc., an Idaho corporation Its: Manager By: ___________________ Name: Caleb Roope Its: President and CEO By: CENTRAL VALLEY COALITION FOR AFFORDABLE HOUSING, a California Nonprofit Public Benefit Corporation Its: Managing General Partner By: ___________________ Name: Christina Alley Its: Chief Executive Officer Item 2E-103 -1- 12812-0001\2731705v2.doc RECORDING REQUESTED BY, AND WHEN RECORDED MAIL TO: Palm Desert Housing Authority 73-510 Fred Waring Drive Palm Desert, CA 92260 Attn: Jessica Gonzales SPACE ABOVE THIS LINE FOR RECORDER’S USE This Document is recorded for the benefit of the Palm Desert Housing Authority and is exempt from recording fees pursuant to Sections 6103, 27383 and 27388.1 of the California Government Code. NOTICE OF AFFORDABILITY RESTRICTIONS IMPORTANT NOTICE TO OWNERS, PURCHASERS, TENANTS, LENDERS, BROKERS, ESCROW AND TITLE COMPANIES, AND OTHER PERSONS, REGARDING AFFORDABLE HOUSING RESTRICTIONS ON THE REAL PROPERTY DESCRIBED IN THIS NOTICE: RESTRICTIONS HAVE BEEN RECORDED WITH RESPECT TO THE PROPERTY DESCRIBED BELOW WHICH RESTRICT OCCUPANCY TO EXTREMELY LOW AND VERY LOW-INCOME HOUSEHOLDS AND THE RENTS WHICH MAY BE CHARGED. THESE RESTRICTIONS MAY LIMIT THE RENTS FOR EACH UNIT TO AN AMOUNT WHICH IS LESS THAN FAIR MARKET RENT. THESE RESTRICTIONS LIMIT THE INCOME OF PERSONS AND HOUSEHOLDS WHO ARE PERMITTED TO RENT AND OCCUPY THE UNITS. This NOTICE OF AFFORDABILITY RESTRICTIONS (the “Notice”), is dated as of ___________, ___, 2022, and is executed by PALM DESERT PACIFIC ASSOCIATES, a California limited partnership (“Owner”), whose address is 430 E. State Street, Suite 100, Eagle, ID, Attn: Caleb Roope, and by the PALM DESERT HOUSING AUTHORITY (the “PDHA”) in connection with that certain Housing Agreement between Owner and the PDHA dated substantially concurrently herewith and recorded in the Official Records of Riverside County substantially concurrently herewith (the “Regulatory Agreement”). RECITALS A. Owner owns the land described on Exhibit “A” in the City of Palm Desert, State of California and the improvements thereon (the “Property”), which is part of APN 694-310-006. B. Owner and PDHA are entering into the Regulatory Agreement substantially concurrently herewith. C. Capitalized terms used herein but not defined shall have the meaning set forth as described in the Regulatory Agreement. Item 2E-104 -2- 12812-0001\2731705v2.doc TERMS OF NOTICE 1. Requirement for Recorded Notice. This Notice is being executed and recorded pursuant to California Health and Safety Code Section 33334.3(f)(3)(B). 2. Regulatory Agreement. This Notice is being recorded substantially concurrently with the recordation of the Regulatory Agreement, which is incorporated herein by reference. 3. General Recitation of Affordability Restrictions; Term. The Regulatory Agreement restricts the occupancy of eighty-one (81) rental units on the Property to occupancy by extremely low income households as their principal residence at an affordable rent (as more particularly described in and required by the Regulatory Agreement), and in compliance with California Health & Safety Code Sections 50052.5(h), 50053(b), 50106 and Title 25 of the California Code of Regulations Section 6910, et. seq., for a term commencing on the issuance of a Certificate of Occupancy by the PDHA for the improvements required to be made by Owner to the Property under that certain Loan Agreement between Owner and the PDHA dated substantially concurrently herewith, and continuing until 55 years thereafter. Such restrictions in the Regulatory Agreement are incorporated herein by reference. An additional three (3) units are restricted to be used by on-site managers as their residences. 4. Summary of Affordable Housing Restrictions. The Regulatory Agreement restricts the occupants (tenants) of the apartments on the Property to extremely low income households and restrict the amount of rent which may be charged for the apartment, as follows: (a) Eighty-one (81) units shall be available to households whose income does not exceed thirty percent (30%) of the Area Median Income (as defined below), adjusted by family size appropriate to the unit. Such units include 39 one-bedroom units; 21 two-bedroom units; and 21 three-bedroom units. (b) Three (3) units (all three-bedroom units) shall be used solely as manager’s units for on-site apartment managers. Rent Restrictions: Rent is restricted to an “affordable” rent for extremely low income households pursuant to Section 50053(b) of the California Health & Safety Code. As used therein, “adjusted by family size appropriate to the unit” shall have the meaning set forth in California Health and Safety Code Section 50052.5(h). This Notice does not contain a full description of the details of all of the terms and conditions of the Affordable Housing Restrictions. You will need to obtain and read the Regulatory Agreement to fully understand the restrictions and requirements which apply to the Property. IN WITNESS WHEREOF, this Notice has been executed and made effective on the day and year first above written. Item 2E-105 -3- 12812-0001\2731705v2.doc PDHA: PALM DESERT HOUSING AUTHORITY By: Name: Title: Executive Director OWNER: PALM DESERT PACIFIC ASSOCIATES, a California limited partnership By: TPC HOLDINGS IX, LLC, an Idaho limited liability company Its: Administrative General Partner By: Pacific West Communities, Inc., an Idaho corporation Its: Manager By: ____________________ Name: Caleb Roope Its: President and CEO By: CENTRAL VALLEY COALITION FOR AFFORDABLE HOUSING, a California Nonprofit Public Benefit Corporation Its: Managing General Partner By: ____________________ Name: Christina Alley Its: Chief Executive Officer Item 2E-106 -4- 12812-0001\2731705v2.doc State of California ) County of ___________________ ) On _________________________, before me, , (insert name and title of the officer) Notary Public, personally appeared , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) Item 2E-107 -5- 12812-0001\2731705v2.doc NOTARY ACKNOWLEDGEMENT STATE OF IDAHO ) ) ss COUNTY OF ADA ) On this ___ day of [ ], in the year of 2022, before me, ____________________, a notary public, personally appeared Caleb Roope, known or identified to me to be President and CEO of Pacific West Communities, Inc., an Idaho corporation, the Manager of TPC Holdings IX, LLC, an Idaho limited liability company, proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument, and acknowledged to me that he executed the same. Item 2E-108 Exhibit “A” Page 6 of 1 12812-0001\2731705v2.doc EXHIBIT “A” LEGAL DESCRIPTION OF LAND Real property in the City of Palm Desert, County of Riverside, State of California, described as follows: A PORTION OF PARCEL 1 OF THAT CERTAIN CERTIFICATE OF COMPLIANCE NO. 88-1, RECORDED JUNE 1, 1988 AS INSTRUMENT NO, 146461 OF OFFICIAL RECORDS. IN THE CITY OF PALM DESERT. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, LOCATED IN THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 4 NORTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID PARCEL 1; THENCE NORTH 89°55'15' EAST, ALONG THE NORTHERLY LINE OF SAID PARCEL 1, SAID LINE ALSO BEING THE SOUTHERLY RIGHT-OF-WAY LINE OF GERALD FORD DRIVE, A DISTANCE OF 514.35 FEET; THENCE SOUTH 47°23'23" EAST, A DISTANCE OF 34.01 FEET, THENCE SOUTH 00°03'36" WEST, A DISTANCE OF 942.64 FEET, THENCE NORTH 89°56'24" WEST, A DISTANCE OF 539.40 FEET; THENCE NORTH 00°03'36" EAST, ALONG THE WESTERLY LINE OF SAID PARCEL 1 AND THE SOUTHERLY EXTENSION THEREOF, A DISTANCE OF 964.39 FEET, TO THE POINT OF BEGINNING. Item 2E-109 Up to 30% AMI 31% - 59% AMI 60% - 80% AMI TCAC Restrictions Only Totals I. Number of Units 81 0 0 185 266 II. Total Development Costs $27,524,000 $0 $0 $62,864,000 $90,388,000 III. Net Operating Income Potential Gross Rental Income $447,588 $0 $0 $2,529,372 $2,976,960 Miscellaneous Income 12,000 0 0 28,350 40,350 Total Potential Gross Income $459,588 $0 $0 $2,557,722 $3,017,310 (Less) Vacancy & Collection Allowa (22,979)0 0 (127,886) (150,866) Effective Gross Income $436,609 $0 $0 $2,429,836 $2,866,445 Operating Expenses Supportive Services $24,000 $0 $0 $0 $24,000 Other Operating Expenses 392,000 0 0 894,030 1,286,030 Total Operating Expenses $416,000 $0 $0 $894,030 $1,310,030 Net Operating Income $20,609 $0 $0 $1,535,806 $1,556,415 IV. Available Funding Sources Tax-Exempt Bonds $291,000 $0 $0 $21,709,000 $22,000,000 4% Federal Tax Credit Equity 11,412,000 0 0 26,066,000 37,478,000 State Tax Credit Equity 5,979,000 0 0 13,655,000 19,634,000 CVAG TUMF Waiver 110,000 0 0 251,000 361,000 Solar Tax Credit Equity 132,000 0 0 300,000 432,000 Deferred Developer Fee 3,570,000 0 0 883,000 4,453,000 Total Available Funding Sources $21,494,000 $0 $0 $62,864,000 $84,358,000 V. Financial Gap $6,030,000 $0 $0 $0 $6,030,000 Per Unit $74,400 $0 $0 $0 $22,700 ATTACHMENT 5 KMA FINANCIAL GAP ANALYSIS VITALIA APARTMENTS PALM DESERT, CALIFORNIA LMIHAF SB 341 Income Targeting Categories Prepared by: Keyser Marston Associates, Inc. Filename: Vitalia Affordability Restrictions - 10.31.22; KMA Option 1; jlr; 11/2/2022 Source: Pacific West Communities, Inc. Pro Forma, dated 10/31/2022 Item 2E-110 Vitalia Apartments Gerald Ford Drive, west of Portola Drive Palm Desert, California Gerald Ford DriveGerald Ford Drive Portola Avenue Portola Avenue Item 2E-111 [This page has intentionally been left blank.] CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Eric Ceja, Director of Economic Development Veronica Chavez, Director of Finance REQUEST: APPROVE A SECOND AMENDMENT TO THE DISPOSITION AND DEVELOPMENT AGREEMENT (DDA) BETWEEN THE CITY OF PALM DESERT AND DESERT WAVE VENTURES, LLC, AND TAKING CERTAIN OTHER NECESSARY RELATED ACTIONS RECOMMENDATION: 1. Approve the Second Amendment to the DDA between the City of Palm Desert and Desert Wave Ventures, LLC. 2.Approve a Transient Occupancy Tax (TOT) Agreement (Attachment 8) as-to-form with Desert Wave Ventures, LLC, in an amount not to exceed $20M for the operation of a 137-room upscale hotel on parcel B within the Desert Willow Golf Resort. 3.Approve a Loan Agreement (Attachment 11) as-to-form with Desert Wave Ventures, LLC and appropriate funds to cover certain developer impact fees (DIF) in an amount not to exceed $6M from monies available in the Golf Course Capital Fund. 4.Authorize the City Manager to make non-substantive changes to the DDA, TOT, and Loan Agreement as needed prior to execution by the Mayor. 5.Authorize the City Manager to draft, negotiate, and execute all other supporting agreements that may be required by the DDA, including an Acquisition Agreement (Attachment 7) as to form. 6.Authorize the Mayor to execute said Agreements. BACKGROUND/ANALYSIS: On January 27, 2022, the City Council approved modifications to the DSRT Surf Specific Plan, Precise Plan, and DDA, for the development of a 5.5-acre surf lagoon and resort hotel and villa project at Desert Willow Golf Resort. Since the approval in January, the applicant has: -Received Architectural Review Commission (ARC) approval to modify the hotel design to increase the room-count of the hotel project from 92-room to 137-rooms, -Determined project phasing, and -Secured a portion of project financing. With the ability to obtain some project financing, the applicant approached City staff with a request to modify the DDA to include additional City participation. The request is made based on the developer’s discussions with potential hoteliers’ operational needs, rising interest rates, and increased construction costs. Below is a summary of the proposed amendment to the DDA that includes additional City participation associated with the project: City Participation Adopted DDA (Jan 2022) Proposed DD (Nov 2022) Bond Proceeds – Public Improvements 20,000,000 20,000,000 Item 2F-1 City of Palm Desert DSRT Surf DDA Amendment Page 2 of 2 TOT Rebate 16,100,000 20,000,000 City Land Transfer 455,000 455,000 City Loan – DIF's* 0 6,000,000 Total City Participation 36,555,000 46,455,000 *Note: To be paid back in $1M annual increments plus interest. Discussion Changes to the DDA were initiated by the developer and the City has negotiated the following: 1. Developer to show proof of 100% financing for the project costs prior to permit issuance. 2. Developer agrees to a “Supplemental Surf Lagoon Water Use Assurance” agreement that requires remediation of excessive water use beyond the lagoon’s anticipated water use approved by the Water Supply Assessment (WSA). The supplemental agreement requires annual reporting of water use to the City and requires to the developer to cure excessive water use within 90-days by conserving water elsewhere within the project. 3. The Developer also agrees to include a Performance Deed of Trust and Security Agreement (Attachment 10) which includes a reversion clause that requires the developer to quit claim the land back to the City if construction fails to begin by June 1, 2023. Generally, the developer has requested an additional $10M in City contributions to the project. The new terms of the DDA provide the City new protections to redeem ownership of the land in the event of Developer default, provides greater assurances to limit excessive water use, and anticipates an increased return on investment to the City for additional support through a loan and TOT reimbursement agreement. FINANCIAL IMPACT: In addition to the various economic and community benefits related to this project, the anticipated net revenue generated for the General Fund by the City’s investment of $26.45M is conservatively expected to be $26.9M over 20 years, plus direct repayment of the $6M loan from the Golf Course Capital Fund in the first 6 years of operation. REVIEWED BY: Department Director: Eric Ceja City Attorney: Carlos Campos for Robert Hargreaves Finance Director: Veronica Chavez Assistant City Manager: Chris Escobedo City Manager: ATTACHMENTS: 1. Second Revised and Restated Disposition and Development Agreement and Attachments Item 2F-2 Item 2F-3 Item 2F-4 Item 2F-5 Item 2F-6 Item 2F-7 Item 2F-8 Item 2F-9 Item 2F-10 Item 2F-11 Item 2F-12 Item 2F-13 Item 2F-14 Item 2F-15 Item 2F-16 Item 2F-17 Item 2F-18 Item 2F-19 Item 2F-20 Item 2F-21 Item 2F-22 Item 2F-23 Item 2F-24 Item 2F-25 Item 2F-26 Item 2F-27 Item 2F-28 Item 2F-29 Item 2F-30 Item 2F-31 Item 2F-32 Item 2F-33 Item 2F-34 Item 2F-35 Item 2F-36 Item 2F-37 Item 2F-38 Item 2F-39 Item 2F-40 Item 2F-41 Item 2F-42 Item 2F-43 Item 2F-44 Item 2F-45 Item 2F-46 Item 2F-47 Item 2F-48 Item 2F-49 Item 2F-50 Item 2F-51 Item 2F-52 Item 2F-53 Item 2F-54 Item 2F-55 Item 2F-56 Item 2F-57 Item 2F-58 Item 2F-59 Item 2F-60 Item 2F-61 Item 2F-62 Item 2F-63 Item 2F-64 Item 2F-65 Item 2F-66 Item 2F-67 Item 2F-68 Item 2F-69 Item 2F-70 Item 2F-71 Item 2F-72 Item 2F-73 Item 2F-74 Item 2F-75 Item 2F-76 Item 2F-77 Item 2F-78 Item 2F-79 Item 2F-80 Item 2F-81 Item 2F-82 Item 2F-83 Item 2F-84 Item 2F-85 Item 2F-86 Item 2F-87 Item 2F-88 Item 2F-89 Item 2F-90 Item 2F-91 Item 2F-92 Item 2F-93 Item 2F-94 Item 2F-95 Item 2F-96 Item 2F-97 Item 2F-98 Item 2F-99 Item 2F-100 Item 2F-101 Item 2F-102 Item 2F-103 Item 2F-104 Item 2F-105 Item 2F-106 Item 2F-107 Item 2F-108 Item 2F-109 Item 2F-110 Item 2F-111 Item 2F-112 Item 2F-113 Item 2F-114 Item 2F-115 Item 2F-116 Item 2F-117 Item 2F-118 Item 2F-119 Item 2F-120 Item 2F-121 Item 2F-122 Item 2F-123 Item 2F-124 Item 2F-125 Item 2F-126 Item 2F-127 Item 2F-128 Item 2F-129 Item 2F-130 Item 2F-131 Item 2F-132 Item 2F-133 Item 2F-134 Item 2F-135 Item 2F-136 Item 2F-137 Item 2F-138 Item 2F-139 Item 2F-140 Item 2F-141 Item 2F-142 SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Deborah Glickman, Management Analyst REQUEST: ADOPT A RESOLUTION APPROVING AN EXTENSION TO THE REAL ESTATE OPTION AND PURCHASE AND SALE AGREEMENT AND JOINT ESCROW INSTRUCTIONS BETWEEN THE SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY (SARDA) AND DESERT WAVE VENTURES, LLC FOR DESERT WILLOW PAD “B” (14.65 ACRES, APN 620-420-023). RECOMMENDATION: 1. Adopt a Resolution approving a Second Amendment to the Real Estate Option and Purchase and Sale Agreement and Joint Escrow Instructions (PSA) between the Successor Agency to the Palm Desert Redevelopment Agency (SARDA) and Desert Wave Ventures for Desert Willow Lot Pad “B” (14.65 acres, APN 620-420-023), providing for a final extension through December 31, 2022. 2.Retroactively authorize staff to submit a Resolution and additional materials relating to the PSA to the Riverside County Countywide Oversight Board for approval of the extension at its November 17, 2022, meeting. BACKGROUND/ANALYSIS: On September 22, 2022, the SARDA Board authorized staff to negotiate an extension to the SARDA PSA with Desert Wave Ventures, LLC (Developer) which governs the disposition of one of three parcels that make up the DSRT SURF project. The parcel owned by SARDA, “Lot Pad B,” is controlled by a PSA and a First Amendment, and as a result of authorized extensions by the Executive Director, expired on November 8, 2022. All administrative options for extensions were exhausted and any extensions of the closing date must now be authorized by both the SARDA Board and the Countywide Oversight Board (OB). The Second Amendment extends the PSA to December 31, 2022. The SARDA Resolution for the Second Amendment was agendized for the November 17, 2022, OB meeting and if approved, such approval will be contingent on the approval of the Second Amendment by the SARDA Board at this meeting. If the Amendment is approved by the OB at its morning meeting, and subsequently by the SARDA Board today, then the approved SARDA Resolution will be forwarded to the OB for finalization of its approval. Normally, the SARDA Board would approve the SARDA Resolution prior to review and consideration by the OB, but since the meetings of both Boards are occurring on the same day, staff is seeking approvals in the opposite order. Item 2G-1 City of Palm Desert Resolution – DSRT SURF Second Amendment PSA Page 2 of 2 Currently, APN 620-420-023 is not regarded as surplus property since the parcel was under contract prior to December of 2020 and, therefore, qualifies for an exemption under the Surplus Land Act (State of California Government Code Title 5, Div. 2, Part 1, Art. 8, sections 54220- 54234). If the property sale is not completed by December 31, 2022, the land will no longer be exempt and will have to be sold through the Surplus Land Act process. This process utilizes a Notice of Availability (NOA) to select the purchaser based on the affordability of project and takes between sixty (60) and one hundred and fifty (150) days to complete once an NOA is sent out. Therefore, staff is recommending the SARDA Board adopt the attached resolution and authorize staff to forward it to the OB for the finalization of approval. FINANCIAL IMPACT: Adoption of the resolution does not propose a change in the purchase price or terms of deposits ($2,050,000 which is Fair Market Value established by a professional appraisal). Upon close of the sale, proceeds will be remitted to the taxing entities, including the City. REVIEWED BY: Department Director: Eric Ceja City Attorney: Carlos Campos for Robert Hargreaves Finance Director: Veronica Chavez Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1. Resolution Authorizing Second Amendment to PSA 2. Second Amendment to PSA Item 2G-2 RESOLUTION NO. _________ A RESOLUTION OF THE BOARD OF THE SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY AUTHORIZING SECOND AMENDMENT TO THE PURCHASE OPTION AND SALE AGREEMENT BY AND BETWEEN THE SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY AND DESERT WAVE VENTURES, LLC FOR LOT PAD “B” WITHIN THE DESERT WILLOW RECREATION AREA (14.65 ACRES, APN 620-420-023) PURSUANT TO THE LONG RANGE PROPERTY MANAGEMENT PLAN AND TAKING RELATED ACTIONS RECITALS: A. Pursuant to AB X1 26 (enacted in June 2011) and the California Supreme Court’s decision in California Redevelopment Association, et al. v. Ana Matosantos, et al., 53 Cal. 4th 231 (2011), the former Palm Desert Redevelopment Agency (the “Former Agency”) was dissolved as of February 1, 2012, the Successor Agency to the Palm Desert Redevelopment Agency (the “Successor Agency”), as the successor entity to the Former Agency, was constituted, and a board of the Successor Agency (the “Board”) was established. B. AB X1 26 added Part 1.8 (commencing with Section 34161) and Part 1.85 (commencing with Section 34170) to Division 24 of the California Health and Safety Code (“HSC”) (such Parts 1.8 and 1.85, including amendments and supplements enacted after AB X1 26, being referred to herein as the “Dissolution Act”). C. Pursuant to the Dissolution Act, the Successor Agency is tasked with winding down the affairs of the Former Agency. D. Pursuant to HSC Section 34175(b), all real properties of the Former Agency are to be transferred pursuant to a Long-Range Property Management Plan which addresses the disposition of the real properties owned by the Successor Agency. E. On May 5, 2014, the Oversight Board adopted Resolution No. OB-073, approving a Long-Range Property Management Plan (the “Original LRPMP”) which addresses the disposition of the real properties owned by the Successor Agency. F. On June 2, 2014, the State Department of Finance (the “DOF”) approved the Original LRPMP. G. On September 21, 2015, the Oversight Board approved an amendment to Original LRPMP (the “LRPMP Amendment”). H. On December 9, 2015, the DOF approved the LRPMP, as amended by the LRPMP Amendment (the “LRPMP”). I. Pursuant to HSC Section 34191.3, the DOF-approved LRPMP shall govern, and supersede all other provisions of the Dissolution Act relating to the disposition and use of the real property assets of the Former Agency. Item 2G-3 -2- J. On August 15, 2018, the Successor Agency of City of Palm Desert and Desert Wave Ventures, LLC entered into a valid Purchase Option and Sale Agreement (the “Agreement”). K. On June 26, 2018, the Oversight Board held a noticed public hearing and approved the transfer of the subject property (APN 620-420-023) and approved the Agreement. L. On April 22, 2021, the First Amendment to the Purchase Option and Sale Agreement (“First Amendment”) was approved by the Successor Agency Board, for the purpose of extending the term of the Agreement. M. On May 20, 2021, the Oversight Board approved the First Amendment. N. The expiration of the Agreement, as amended by the First Amendment, was extended to November 8, 2022, through various additional actions of the Successor Agency Executive Director authorized by the Agreement. O. The Successor Agency Executive Director has exhausted any further administrative ability authorized by the Agreement to extend the closing date beyond November 8, 2022, and therefore additional extensions require review and approval by the Oversight Board. P. In its meeting of November 17, 2022, the Successor Agency Board will consider for approval the Second Amendment to Purchase Option and Sale Agreement (“Second Amendment”) which provides for a final extension of the closing date for the conveyance of the surplus Successor Agency property to occur no later than December 31, 2022. Q. The effectiveness of a Successor Agency Board approval of the Second Amendment is subject to the approval of the Second Amendment by the Oversight Board. NOW, THEREFORE, THE BOARD OF THE SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS: Section 1. The above recitals, and each of them, are true and correct. Section 2. The Board hereby directs the execution of Second Amendment to the Agreement which shall only be entered into by the Successor Agency after approval of the Second Amendment by the Consolidated Countywide Oversight Board to the Successor Agency and the approval if required, or deemed approval, by the Department of Finance. Section 3. The members of this Board and the staff of the Successor Agency are hereby authorized, jointly and severally, to do all things which they may deem necessary or proper to effectuate the purposes of this Resolution and the disposal of the subject property. Item 2G-4 -3- Section 4. The Second Amendment is subject to conforming and clarifying changes acceptable to the Executive Director and Successor Agency Counsel, and the Executive Director is authorized to take such actions to implement the Second Amendment. APPROVED and ADOPTED this ____ day of _________, 2022. AYES: NOES: ABSENT: ABSTAIN: ___________________________________ JAN C. HARNIK, CHAIRPERSON ATTEST: _______________________________________ ANTHONY J. MEJIA, SECRETARY PALM DESERT SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY Item 2G-5 CONTRACT NO. SA_____ -1- SECOND AMENDMENT TO REAL ESTATE OPTION AND PURCHASE AND SALE AGREEMENT AND JOINT ESCROW INSTRUCTIONS between THE SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY and DESERT WAVE VENTURES, LLC This Second Amendment ("Second Amendment") to the Real Estate Option and Purchase and Sale Agreement and Joint Escrow Instructions ("Original Agreement") between the Successor Agency to the Palm Desert Redevelopment Agency ("Seller") and Desert Wave Ventures, LLC ("Buyer"), a Delaware limited liability company, as amended by that certain First Amendment to Real Estate Option and Purchase and Sale Agreement and Joint Escrow Instructions (the “First Amendment” and together with the Original Agreement, the “First Amended Agreement”), is entered into this ____ of _______ 2022 ("New Effective Date"). The above parties may be individually referred to as “Party" and collectively as the "Parties." RECITALS A. The Parties entered into that certain Original Agreement dated August 15, 2018 for Buyer's purchase of real option property owned by Seller, consisting of approximately 14.65 acres located in the City of Palm Desert, County of Riverside, identified as APN 620-420-023, and more fully described on Exhibit A and depicted on Exhibit A- 1 to the Original Agreement (the "Option Property"). Initially capitalized terms used, but not otherwise defined herein, shall have the meaning ascribed to such terms in the Original Agreement. B. The Parties agree that the First Amended Agreement will expire on November 8, 2022. The Parties now mutually wish to amend the First Amended Agreement to extend the term of Buyer's option. AGREEMENT In consideration of the mutual obligations in this Second Amendment and pursuant to the terms of the First Amended Agreement, the Parties mutually agree as follows: 1. Incorporation of Recitals. The Recitals of fact set forth above are true and correct and are incorporated into this Second Amendment, in their entirety, by this reference. 2. Second Amendment. Section 1. C. of the First Amended Agreement is amended to read as follows: “C. Option Term. The extended term of the First Amended Agreement shall expire at 5: 00 p. m. on November 8, 2022. So long as the First Amended Agreement has not already expired, Buyer may extend the term for one 53-day period (the “Option Term”), but only if Buyer timely gives notice of election to extend and deposits the additional option consideration pursuant to section 1.B. Any decision to grant or deny said extension will be subject to the sole discretion of the Seller. The Option Period shall expire at 5:00 p. m. on the fifty-third (53rd) day following the grant of such extension, unless such day is not a Business Day, in which case the extension period shall expire on the next following day which is a Business Day. A Business Day shall mean Monday through Friday, except for holidays on which the Riverside County Recorder's office is closed. In no event may the Option Term, as extended, terminate after the date of December 31, 2022.” Item 2G-6 CONTRACT NO. SA_____ -2- 4. Affirmation Regarding Absence of Defaults. Each Party hereby represents and warrants to the other Party that, as of the Effective Date of this Second Amendment, the non- representing Party is not in material uncured default of the First Amended Agreement and that there have been no events that, with the passage of time, the giving of notice, or both, would constitute an event of default under the First Amended Agreement. Each Party understands that the foregoing representation and warranty constitutes material consideration to the other Party for the other Party's entry into this Second Amendment. 5. Effect Upon First Amended Agreement. Except as expressly amended by this Second Amendment, the First Amended Agreement is hereby ratified and confirmed and remains in full force and effect, unmodified except as otherwise expressly herein provided. Wherever the term "Agreement" appears in the First Amended Agreement, it shall be read and understood to mean the First Amended Agreement as amended by this Second Amendment. In the event of any direct conflict or inconsistency between the terms of the First Amended Agreement and this Second Amendment, the terms of this Second Amendment shall be controlling to the extent of such conflict or inconsistency. (SIGNATURES ON FOLLOWING PAGE) Item 2G-7 CONTRACT NO. SA_____ -3- IN WITNESS WHEREOF, Buyer and Seller have executed this Second Amendment to the Real Estate Option and Purchase and Sale Agreement and Joint Escrow Instructions on the dates indicated next to each of the signatures of their authorized representatives, as appear below. BUYER: Date: ___________2022 DESERT WAVE VENTURES, LLC, a Delaware limited liability company By: FS VENTURES, LLC, a Delaware corporation, Its Manager By: Donald Rady Its: Managing Member APPROVED AS TO FORM: By:_______________________ Marco A. Gonzalez, Counsel SELLER: Date: _____________, 2022 SUCCESSOR AGENCY TO THE PALM DESERT REDEVELOPMENT AGENCY, a public body, corporate and politic By:____________________________ L. Todd Hileman, Executive Director ATTEST: By:_______________________ Anthony J. Mejia, City Clerk APPROVED AS TO FORM: By:_________________________ Successor Agency Counsel Item 2G-8 Page 1 of 24 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Nick Melloni, Senior Planner REQUEST: CONSIDERATION TO ADOPT A MITIGATED NEGATIVE DECLARATION PURSUANT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA); APPROVAL OF THE REFUGE SPECIFIC PLAN AND TENTATIVE TRACT MAP 38434 TO ESTABLISH UP TO 969 RESIDENTIAL DWELLING UNITS, AND RELATED IMPROVEMENTS ON A 106.4-ACRE PARCEL LOCATED AT THE SOUTHWEST CORNER OF GERALD FORD DRIVE AND THE EXTENSION OF REMBRANDT PARKWAY RECOMMENDATION: 1. Conduct the public hearing and receive public testimony. 2. Adopt a Resolution adopting a Mitigated Negative Declaration and Mitigation Monitoring Reporting Program and approval of the Refuge Specific Plan (SP22-0001) to development up to 969 dwelling units on a 106.4-acre site area located at the southwest corner of Gerald Ford Drive and Rembrandt Parkway. 3. Adopt a Resolution approving Tentative Tract Map (TTM) 38434 subdividing a 93.56-acre portion of the Refuge Specific Plan project site. PLANNING COMMISSION RECOMMENDATION: On October 16, 2022, the Planning Commission held a public hearing to consider the Refuge Specific Plan, TTM 38434, and Initial Study/Mitigated Negative Declaration. The public comments from neighboring residents expressed concern over potential dust impacts from future development, impacts on mountain views by the new development, additional traffic, and lack of public transit within the immediate area. The Planning Commission, by Resolutions No. 2820 and 2821, recommended approval to City Council in a 4-0 vote with Commissioner Gregory absent. The motion included the following direction to staff as a part of the approval for the Tentative Tract Map (Resolution No. 2821): That the Applicant provides an easement for secondary Fire Department emergency access connecting Street “A” with Street “B” across Lot 340 of the Tentative Tract Map. Staff has added the condition of approval to the City Council Resolution for the Tentative Tract Map approval. BACKGROUND/ANALYSIS: Strategic Plan: • Land Use, Housing & Open Space: “Priority 2: Facility development of high-quality housing for people of all income levels.” Executive Summary: The Applicant, Refuge Palm Desert (“Applicant”), is requesting the following entitlements: a Specific Plan (SP), Environmental Assessment (EA), and a Tentative Tract Map (TTM) to facilitate the development of up to 969 residential dwelling units, recreational amenities, and open space within five (5) Planning Areas on a 106.4-acre site located at the southwest corner of Gerald Ford Drive and Rembrandt Parkway. City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 2 of 24 The proposed project includes three (3) entitlements, consisting of: 1. Specific Plan 22-0001: To establish the Refuge Specific Plan (RSP), which will set forth site- specific development standards, design standards, land use regulations, utilities, infrastructure, and circulation criteria encompassing the 106.4-acre parcel and establishing five (5) planning areas (PA) on the site as described below: A. Planning Area 1: Residential planning area for up to 269 affordable multi-family units on an 11.943-acre area consisting of two- and three-story apartments. This planning area includes the Vitalia Apartments, approved by City Council by Resolution No. 2021-57 on August 16, 2021.No modifications to the project approval are proposed as part of this application. B. Planning Area 2: Residential planning area to develop between 165 to 302 residential dwellings, including multi-family or single-family, and/or condominiums within a 16.4-acre area. C. Planning Area 3: Residential planning area to develop between 315 to 398 residential dwellings on a 66.3-acre area. D. Planning Area 4: A Recreational planning area to establish a 3.9-acre central recreational/open space amenity, which may include future pools, spas, clubhouses, management offices, and sport courts. E. Planning Area 5: An Open space amenity area to establish up to 7.9 acres of open space, including a 50’-0” wide passive, landscaped walking trail along the southern and eastern perimeters of the RSP and on-site stormwater retention basins. The RSP includes a phasing plan to build out the project over an approximate six-year (6) period, beginning in 2023 and completing by 2029. 2. Tentative Tract Map (TTM) 38434: To subdivide a 93.56-acre portion of the proposed 106.4-acre RSP as follows: A. Establish 339 single-family residential lots totaling 43.63 acres B. Establish 1 condominium lot totaling 14.29 acres C. Establish 20 lots for onsite retention and open space amenity areas totaling 14.15 acres D. Establish 13 lots for public streets and 8 lots for private alleyways totaling 21.49 acres The remaining 12.84 acres are in Planning Area 1 for the approved Vitalia Apartments and roadway improvements. 3. Environmental Assessment (EA) 22-0001: For an Initial Study/Draft Mitigated Negative Declaration establishing the environmental setting for the project and mitigation measures indicating the project will have no significant impacts on the environment. City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 3 of 24 The SP is consistent with all required findings pursuant to Palm Desert Municipal Code Section (PDMC) 25.78.080 and consistent with the requirements of California Government Code §65450 et seq. The Planning Commission has recommended approval of the project subject to the findings and conditions provided in the attached Resolution. A. Property Description: The project site is a vacant 106.4-acre infill property located at the southwest corner of Gerald Ford Drive and Rembrandt Parkway. This project area is comprised of three (3) contiguous parcels located on Riverside County Assessor’s Parcel Numbers (APNs) 694-310-002, -003, and -006. Topographically, the site is characterized by sloping sand dunes ranging from a high point of approximately 323’ above mean sea level (MSL) near the central-western portion of the site down to approximately 275’ MSL near Gerald Ford Drive at the northeastern most portion of the site, and 295’ MSL at the southern edge of the site adjacent to existing single-family residential. Additionally, the site is characterized by significant deposits of blow sand and scattered vegetation, including creosote bush and other desert native shrubs. Development has occurred in the majority of surrounding adjacent areas, leaving the 106.4-acre vacant site undeveloped. Surrounding developments include the Marriott’s Shadow Ridge Villas golf course timeshare development to the west, Riverside County Sheriff Station to the northwest, and predominantly single-family residential development to the east and south. Block walls ranging in height from 6’-0” to 8’-0” have been constructed along the perimeter of the site by neighboring developments; however, these many of these existing walls have been buried by blow sand deposits. The frontage of the site along Gerald Ford Drive is developed with full-width street improvements including curb and gutter. Julie Lane is a recently developed street located to the east of the project site, which will provide a second access point and connect the site to Portola Avenue. The site is currently held by the Successor Agency to the Palm Desert Redevelopment Agency (SARDA) and was once part of a contiguous 128-acre area of land. The 128-acre area was intended to be master planned as a part of the City of Palm Desert’s Long Range Property Management Plan; however, due to a lack of interest, the City allowed the land area to be developed in multiple phased projects. In June 2021, the City Council approved Resolution No. 2021-34 for Montage, a 63-unit single- family residential subdivision on a 23.4-acre located east of the Project site. In August 2021, the City Council approved Resolution No. 2021-57 for the Vitalia Apartments, a 269-unit affordable apartment development on an 11.943-acre located at the northwestern edge of the project site. This approval included a Mitigated Negative Declaration prepared pursuant to CEQA and a density bonus request to allow the 100% affordable housing development. This site is being incorporated into the RSP with no modifications to the original approval. In December 2020, the City of Palm Desert entered into an exclusive negotiation agreement (ENA) with Refuge Palm Desert to master plan the remaining approximately 90+-acres for the RSP. City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 4 of 24 B. Current Zoning & General Plan Land Use Designation: Table 1 – Existing & Adjacent Land Use and Zoning Designations Existing Uses General Plan Zoning Project Site Vacant Town Center Neighborhood (TCN) 7-40 Dwelling Units Per Acre Planned Residential – 22 dwelling units per acre (PR-22) North Single-family residential / Sheriff Station Conventional Suburban Neighborhood (CSN) / Public Facility/Institutional (PFI) PR-5 / Public Institution (P) South Single-family residential CSN PR-5 East Single-family residential CSN PR-5 West Timeshare and Golf Course Resort & Entertainment (R&E) PR-5 Project Description: The RSP, EA, and TTM includes the development of 969 residential dwelling units on a 106.4-acre vacant site. The Refuge Specific Plan will establish development standards, land use policies, and design guidelines for five (5) Planning Areas (PAs). The EA is the environmental review of the site, which encompasses the preparation of an Initial Study (IS)/Mitigated Negative Declaration (MND) prepared in accordance with the California Environmental Quality Act. The MND identifies the project impacts and mitigation measures, which reduce project impacts to a less than significant level. The TTM will subdivide a 93-acre portion of the site into lots for future private residential development, future roadways, open space for stormwater retention, and on-site amenities, such as a clubhouse and walking paths. Specific Plan: The RSP will set forth a plan, including text and diagrams for the 106.4-acre parcel, which set forth the following items in accordance with the PDMC and Statutory Requirements established under Section 65451 of the Government Code: • Land Uses – Chapter 2.1 and Chapter 2.2: The distribution, location, and extent of land uses for the five (5) plannings for the proposed 969 dwelling units and open space areas within the project area. • Circulation and Infrastructure – Chapter 2.3 – 2.8: A plan for the distribution, location, and design for vehicle circulation, public right-of-way, and infrastructure improvements for essential functions, including drainage, sewage, and utilities to support the proposed land uses. • Development Standards – Chapter 3 and Chapter 4: Sets the development standards for all planning areas. Standards include zoning for heights, setbacks, lot coverage, parking requirements, open space requirements, and objective design guidelines. • A program that thoroughly discusses the implementation of the development over the project build-out, including financing, public works projects, and programs – Chapter 2.7 and Chapter 5. • Statements indicating the relationship and consistency of the RSP to the Palm Desert General Plan in accordance with Government Code Section 65451(b) – Chapter 6. City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 5 of 24 1. Land Use: Chapters 2.1 and 2.3 of the RSP will establish land uses and densities within the site as shown on Table 2 below, which is found on Page 16 of the RSP. Table 2 – Refuge Specific Plan Land Use Summary Planning Area Area (acres) Density Range (du/ac) Unit Range PA 1 11.9 Up to 22.6 Up to 269 PA 2 16.4 10.0 – 18.3 165 – 302 PA 3 66.3 4.7 – 6.0 315 – 398 PA 4 3.9 - - PA 5 7.9 - - Total 106.4 7.0 - 9.1 749 - 969 The density ranges shown will allow for a minimum residential density of 7.0 dwelling units per acre throughout the site, the minimum required per the Town Center Neighborhood General Plan Land Use Designation. Additionally, the SP will allow residential density transfers of up to 70 units (10% of the combined residential maximum density to be transferred between Planning Areas 2 and 3. The distribution of the land uses summarized is shown on Page 5 in Figure 1: Figure 1 – Refuge Specific Plan - Conceptual Land Use Plan (See on next page) City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 6 of 24 Planning Area 1: PA 1 is located at the northernmost edge of the RSP. This planning area is comprised of the Vitalia Apartments, a 269-unit affordable housing development approved by the Palm Desert City Council on August 26, 2021, per Resolution No. 2021-57. The planning area consists of fourteen total two- and three-story multi-family apartment buildings with on-site amenities, including a swimming pool, on-site child-care, tot lot, clubhouse, dog park, and passive open space provided with on-site retention basins. Access to the PA will be provided from the planned extension of City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 7 of 24 Rembrandt Parkway/Street “A” extending south of Gerald Ford Drive. No changes are proposed to the project. Planning Area 2: PA 2 is located directly to the south of PA 1 and the Riverside County Sheriff Station. This PA is intended to allow for residential development at densities of 10 to 18.3 dwelling units per acre, or 165 to 302 dwelling units in a variety of different housing types including a variety of housing types including multi-family apartments, condominiums, and detached single- family. PA 2 will allow for up residential dwellings up to three stories in height. Access to the Planning area will be provided from the planned extensions of Rembrandt Parkway/Street “A” and Julie Drive. Planning Area 3: PA 3 is located in the central and southern portions of the RSP, generally south of the planned extension of Julie Drive. This planning area is intended to allow up to 398 dwelling units in a variety of different housing product types, including detached single- family, attached townhomes, and duplexes in a walkable neighborhood setting. The RSP provides for pedestrian landscaped paseos to provide additional connections for residents. The plan will allow these housing products to be up to two stories in height, with restrictions allowing only single-story where adjacent to existing single-family residential to the east and south of the RSP. Planning Area 4: PA 4 is located near the center of PA 3. This PA is intended to provide a common recreational and amenity area within walking distance of residents with facilities, which will include pools, spas, clubhouses, management offices, barbeques, and sport courts. Planning Area 5: PA 5 is comprised of 7.9-acres which provide a landscaped open space buffer around the southern and eastern edges of the site to provide a separation from the existing residential single-family communities to the south and east. This buffer will be 50’-0” wide and will provide a pedestrian only walking path for residents of the RSP. The landscaping within this area will be maintained by a future homeowners’ association (HOA) established when development occurs. 2. Circulation and Infrastructure: Vehicle Circulation Chapter 2.3 RSP includes a circulation element that established the planned layout for vehicle and pedestrian circulation within the project area. The primary access to the project site is located at the north end of the site at the planned intersection of Gerald Ford Drive and Rembrandt Parkway/Street “A”. A secondary access connection to Portola Avenue is planned via an extension of the existing Julie Drive. The two roadways will converge at a planned roundabout, which will be designed per Federal Highway Administration (FHWA) design standards. These primary roadways will be developed to provide connections to the future local roads located throughout Planning Area 3 as depicted in Figure 2 shown on Page 7. City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 8 of 24 Figure 2 – Refuge Specific Plan – Vehicle Circulation Plan The vehicle circulation element will require the implementation of the following roadway improvements, which are identified as recommendations by the project’s Initial Study/Mitigated Negative Declaration: • Construction of a new traffic signal at the intersection of Gerald Ford Drive and planned Street A/Rembrandt Parkway Extension prior to building occupancy of Phase 1. • Construction of a westbound left-turn lane within the existing median with a minimum of 150’-0” of storage for vehicles on Gerald Ford Drive at Street A/Rembrandt Parkway prior to occupancy of Phase 1. • Construction of an eastbound right-turn lane with a minimum of 150’-0” of storage on Gerald Ford Drive at Street “A”/Rembrandt prior to occupancy of Phase 1. • Construction of Street A as a collector roadway with a minimum 44-foot-wide curb- City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 9 of 24 to-curb width, with one land southbound, one shared left/through lane, one right turn lane with 125’-0” of storage northbound on Street “A” at Gerald Ford Drive. • Connect to existing Julie Drive as a collector roadway with a 52-foot curb-to-curb width prior to occupancy of the first residential units in PA 2 or 3. Cross-sections depicting required street widths for the various roadway classifications depicted in Figure 2 are also provided under Chapter 2.2 and depicted below. Generally, roadways within the project will be developed pursuant to Palm Desert Minimum standards and will be publicly maintained. Only the private alleys within Planning Area 3 will be private roadways. There is an option that the roadways can be privately dedicated and maintained by a Homeowner’s Association in the future. All future roadways will include landscaping to be maintained by the Homeowner’s Association. Figure 3 – Refuge Specific Plan – Vehicle Circulation Plan Pedestrian Circulation The RSP is intended to provide a high degree of walkability and establishes a cohesive interconnected pedestrian circulation network comprised of sidewalks, landscaped paseos, and greenways. The layout of the plan proposes shorter block lengths with connections that ensure all residents are within a one-quarter walking distance of an City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 10 of 24 amenity area. The network will provide for landscape shade trees to encourage walkability. Figure 4 – Refuge Specific Plan – Pedestrian Circulation Plan Infrastructure and Utilities The RSP includes diagrams and exhibits depicting planned infrastructure improvements necessary to facilitate the planned land use. The improvements will include water and sewer (See Chapter 2.5), grading and drainage (Chapter 2.6), as well as a plan for phasing of the improvements over the planned buildout. The project will be connecting to the existing respective 12” water and sewer mains located on Gerald Ford Drive and Julie Drive, which are provided by the Coachella Valley Water District (CVWD). The project prepared a Water Supply Verification/ Water Supply Assessment which has been approved by CVWD and indicates that there are adequate water supplies for the proposed project. City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 11 of 24 The project will plan to fully accommodate stormwater drainage on-site for a 100-year, 24- hour storm event pursuant to PDMC Chapter 27.12.056. A conceptual grading and drainage plan has been provided, which establishes buildable pads, street corridors on site, and earthwork quantities. On-site drainage will be directed towards a series of on-site basins located throughout the site. The final placement and design of these basins will be determined as entitlements are submitted for review. Phasing for site improvements is expected to occur over a period of six (6) years, and a conceptual exhibit of this phasing is provided below. Generally, roadway improvements for Street A and the Julie Drive extension must occur before the development of PA 2 and/or PA 3. Figure 5 – Refuge Specific Plan – Conceptual Phasing Plan 3. Development Standards, Design Guidelines and Administration: Chapter 3 of the SP establishes the general development standards for each of the five PAs. Chapter 3.2 outlines the allowable uses for all planning areas and generally allows residential uses within PAs 1 through 3 and space areas within PAs 4 and 5. Chapter 3.3 outlines the development standards for each of the five (5) planning areas. Additional design City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 12 of 24 standards referencing design requirements for each planning area are outlined in Chapter 4. Chapter 5 establishes the administrative provisions of the RSP and will require that all future development is subject to review and approval of a Precise Plan (PP) or Conditional Use Permit (CUP), returning to the Planning Commission for a decision. Planning Area 1 No new development standards are in place as the project site includes an approved project, and no modifications are proposed. Planning Area 2 The RSP proposes development standards based on the allowable product type, which may vary between attached or detached residential dwellings. Table 4 – Refuge Specific Plan Development Standards for PA-2 Standard Product Type Detached 2 Attached 3 Density 10 – 18.3 du/ac Lot Dimensions Min Lot size 1,800 4 - Min Lot width - - Min Lot depth - - Yard Setbacks (Min) Front - Street to building or garage 5 8 ft/18 ft 8 ft/18 ft Side – Interior 6 5 ft - Side – Street 7 7 ft 10 ft Side – Alley 5, 8 5 ft 5 ft Rear - Traditional 5 ft - Rear - Alley to building 5 or garage 7 N/A 5 ft/3ft Rear-Building to PA-2 Boundary 10ft 10ft Patio Covers (Side & Rear) Per PDMC Section 25.40.030 (Projections into Required Setbacks) - Accessory Structures Per PDMC Section 25.40.050 (Accessory Buildings and Structures) - Lot Coverage 9 Max Coverage 70% 70% Parking Spaces Required One Bedroom: 1.25 spaces per unit City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 13 of 24 Two Bedroom+: 2 spaces per unit Building Measurements Min separation between buildings 10 ft Per CBC/CRC Max height 10 30 ft 35 ft Max stories 2 3 1. Up to 70 units (10% of combined PA maximum) may be transferred between PA 2 & 3. 2. Including Small-Lot Detached Clusters, Bungalow-Style Detached Units. 3. Including Attached Townhomes, Garden-Style Attached Apartments. 4. Minimum lot size applies to single family attached or detached lots (not condo mapped development). 5. Measured from back of curb or sidewalk, if present, whichever creates a greater setback. 6. Including lots that adjoin common area landscape lots. 7. Measured from back of curb. 8. 0 ft side yard in paired or zero lot line condition. 9. The percentage of a lot covered by the total square footage of the main building, garage, and/or any accessory buildings that are larger than 150 square feet. 10. Buildings along perimeter streets shall be no greater than 2 stories (25’-0”). Planning Area 3 PA 3 establishes development standards oriented towards allowing single-family residential in a detached or attached alley-loaded product type. Restrictions are proposed, which will limit the height of any single-family residence to a single story (18’-0”) along the southern and easter edges of the site adjacent to PA 5. Table 5 – Refuge Specific Plan Development Standards for PA-3 Standard Product Type SFD 2 SFD – Alley 3 Density 4.7-6 du/ac 4 Lot Dimensions Min Lot size 3,000 sf 3,000 sf Min Lot width 40 ft 40 ft Min Lot depth - - Yard Setbacks (Min) Front - Street to building or garage 5 10 ft/18ft N/A Side – Interior 9 5 ft 5 ft Side – Interior 6 7 ft 5 ft Side – Street 7 - 5 ft Side – Alley 5, 8 15 ft N/A Rear - Traditional N/A 3 ft/3 ft Rear - Alley to building 5 or garage 7 - - Patio Covers (Side & Rear) Per PDMC Section 25.40.030 (Projections into Per PDMC Section 25.40.030 City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 14 of 24 Required Setbacks) (Projections into Required Setbacks) Accessory Structures Per PDMC Section 25.40.050 (Accessory Buildings and Structures) - Lot Coverage 9 Max Coverage 60% 65% Parking Spaces Required One Bedroom: 1.25 spaces per unit Two Bedroom+: 2 spaces per unit Building Measurements Min separation between buildings 10 ft 8 ft Max height 30 ft 30 ft Max stories 2 10 2 10 1. Up to 70 units (10% of combined PA maximum) may be transferred between PA 2 & 3. 2. Measured from back of curb or sidewalk, if present 3. Including lots that adjoin common area landscape lots. 4. The average density of PA-3 will fall within the range provided. Density range is just an average and may include some lot configurations that will have densities outside the stated range. 5. Measured from back of curb or sidewalk, if present and whichever creates a greater setback. 6. Including lots that adjoin common area landscape lots. 7. Measured from back of curb. 8. 0 ft side yard in paired or zero lot line condition. 9. The percentage of a lot covered by the total square footage of the main building, garage, and/or any accessory buildings that are larger than 150 square feet. 10. Limited to 1-story, and 18 feet in height, when adjacent to, or within 50 feet of, Planning Area 5. Planning Area 4 and 5 PA 4 establishes flexible development standards to accommodate the future development of a central amenity area on the site, which may include an on-site management office, pools, sport courts, and open space areas. The final orientation of the site design, including the location of parking will be determined in a future Precise Plan submittal. PA 5 has no development standards in place as it is intended for the development of a passive open space walking trail and serves as a buffer along the boundary of the project site. Design Guidelines General design guidelines for all PAs are provided under Chapter 4 of the RSP on Pages 34 through 46. The scope of these design guidelines covers the following topics: • Site Planning and design • Parking design • Circulation • Streetscape design • Architecture concepts, including color and materials, massing and articulation, roof forms, architectural projects, garage, and carport design and placement, windows, and articulation City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 15 of 24 • Outdoor lighting • Screening of mechanical equipment • Trash enclosure locations • Recreation and common open space amenities. • Landscape design, including walls, fences, lighting, and irrigation for water efficiency. These design guidelines also establish site-specific requirements for each PA including: • PA 3: Limits lots adjacent to the eastern and southern edges of the site to a single story relative to the approved pad elevation as shown on the preliminary grading plan. • PA 1 and PA 2: Requires window treatments and landscaping to prevent line-of-sight to the adjacent Sheriff Station Parcel. • PA 2: Limits buildings adjacent to the public street and any existing single-family residences along the southern edge of the PA to two stories (25’-0”). • PA 4: Requires landscape shade trees to be provided throughout the site. • All Planning Areas: Prohibits roof decks. Landscaping The proposal includes a conceptual landscaping exhibit, including an overview of the proposed landscape palette, and placement throughout the community. The landscape plan includes conceptual site plans of the central amenity area located within Planning Area 4, the on-site stormwater retention basins, and the passive walking trail located within PA 5. The concept plans for PA 5 include conceptual cross sections showing the relationship between existing single-family residential properties located to the east and south of Refuge and future development within PA 3. Tentative Tract Map: The project will include TTM 38434, which will subdivide a 93.56-acre portion of the RSP to establish parcels located within PA 2 through 5. This will include the following: A. Three hundred thirty-nine (339) single-family residential lots totaling 43.63 acres. B. One (1) condominium lot totaling 14.29 acres. C. Twenty (20) lots for on-site retention and open space amenity areas totaling 14.15 acres. D. Thirteen (13) lots for public streets and eight (8) lots for private alleyways totaling 21.49 acres. The subdivision will not affect the existing 11.943-acre lot containing PA 1, which was previously established through Parcel Map Waiver (PMW) 21-0009. The subdivision has been prepared in accordance with the proposed requirements of the RSP and ensures that all lots, street deductions, and designs are consistent with the requirements of the RSP. The Tentative Map includes a conceptual grading plan, which establishes the pad elevations for the 339 future single-family lots located within PA 2 and PA 3. Analysis: General Plan Consistency Specific Plans are required to be consistent with the Palm Desert General Plan pursuant to California Government Code §65454 and PDMC Section 25.78.080(E) (Specific Plans). A statement of the City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 16 of 24 RSP’s consistency to the Palm Desert General Plan is demonstrated under Chapter 6 of the document, which states the relationship of the specific plan to the General Plan and various goals, policies, and objectives as required by §65451(b). The RSP, as proposed is consistent with the Palm Desert General Plan goals and policies of the Land Use Element. The project site is designated Town Center Neighborhood (TCN) by the Palm Desert General Plan Land Use Element (see page 30 of the General Plan). The TCN designation is intended to provide moderate to higher intensity neighborhood development that includes a variety of housing choices, walkable streets, and mixed uses with an allowable density range of 7 to 40 dwelling units per acre. The project falls within the allowable density range established for the TCN land use designation by providing an overall project density of 7.0 to 9.1 dwelling units per acre. Additionally, the project implements the goals, policies, and objectives of the General Plan with respect to the intended built form and character established for the TCN designation, which allows a variety of residential housing types including single-family detached, attached, condominiums, attached multifamily and detached multifamily organized around connected pedestrian circulation, open space, and walkable streetscapes. Specific Plan Statutory Requirements Pursuant to Government Code §65451, a specific plan must contain the minimum required information in order to be considered legally adequate. The specific plan provides the following items compliant with State Law: (a) A specific plan shall include a text and a diagram or diagrams, which specify all of the following in detail: (1) The distribution, location, and extent of the uses of land, including open space, within the area covered by the plan. The specific plan provides exhibits throughout Chapter 1 and Chapter 2 identifying the extent and location of land uses and open space covered by the plan. Exhibits are provided which depict the location of the five proposed planning areas, land uses, and residential densities within each Planning Area. Table 2.1 – Land Use Summary found in section 2.1 Land Use Plan Page 13 of the Refuge Specific Plan identifies the acreage and allowable residential density range for Planning Areas within the plan area. Chapter 2.2, found on Pages 13 and 14 of the Refuge Specific Plan, provides a description of the land use for each respective planning area. Figure 2.1 – Conceptual Land Use Plan found on Page 15 of the Refuge Specific Plan provides a diagram illustrating the location of Planning Areas throughout the plan area. (2) The proposed distribution, location, and extent and intensity of major components of public and private transportation, sewage, water, drainage, solid waste disposal, energy, and other essential facilities proposed to be located within the area covered by the plan and needed to support the land uses described in the plan. The Specific Plan contains an infrastructure plan for essential major components of public and private transportation, sewage, water, drainage, solid waste disposal, vehicle entry, and other essential facilities. The plan identifies necessary improvements for the development, including descriptive text and illustrative diagrams under Chapters 2.3 City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 17 of 24 through 2.6 found on pages 16 through 23 of the Refuge Specific Plan. The RSP includes diagrams and exhibits depicting planned infrastructure improvements necessary to facilitate the planned land use. The improvements will include water and sewer (See Chapter 2.5), grading and drainage (Chapter 2.6), as well as a plan for phasing of the improvements over the planned buildout. The project will be connecting to the existing respective 12” water and sewer mains located on Gerald Ford Drive and Julie Drive, which are provided by the Coachella Valley Water District (CVWD). The project prepared a Water Supply Verification/ Water Supply Assessment which has been approved by CVWD and indicates that there are adequate water supplies for the proposed project. (3) Standards and criteria by which development will proceed, and standards for the conservation, development, and utilization of natural resources, where applicable. The Specific Plan contains standards and criteria by which development will proceed, and standards for the conservation, development, and utilization of natural resources. Development of the land under land use change consideration will need to comply with these requirements. Chapter 3 of the Specific Plan establishes the general development standards for each of the five PAs. Chapter 3.2 outlines the allowable uses for all planning areas and generally allow residential uses within Planning Areas (PA) 1 through 3 and space areas within PAs 4 and 5. Chapter 3.3 outlines the development standards for each of the five (5) planning areas. General design guidelines for all Planning Areas are provided under Chapter 4 of the Refuge Specific Plan on Pages 34 through 46. (4) A program of implementation measures, including regulations, programs, public works projects, and financing measures necessary to carry out paragraphs (1), (2), and (3). The Specific Plan Development of the proposed land use change will require implementation measures including regulation, programs, public works projects, and financing measures necessary to carry out the provisions contained in paragraphs a, b, and c above. Chapter 2 and Chapter 5 identify the measures proposed, including private financing measures and improvements needed to carry out the Specific Plan. (b) The specific plan shall include a statement of the relationship of the specific plan to the general plan. Chapter 6 of the Specific Plan provides a statement of the relationship of the RSP to applicable goals, policies, and objectives of the Palm Desert General Plan. These statements are provided under Chapter 6 found on Pages 51 through 57 and elaborate on the RSP’s consistency with applicable Palm Desert General Plan objectives, goals, and policies included in the Land Use element, Mobility (Circulation) element, Health and Wellness element, Environmental Resource (Open Space), Noise element, Safety element, Public Utilities, and Services Policy. Housing Element The Housing Element (HE), a component of the General Plan identifies the City’s housing conditions and needs and establishes goals, objectives, and policies that are the foundation of the City’s housing and growth strategy. City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 18 of 24 The City of Palm Desert recently adopted an update to the Housing Element of the General Plan, as required by state law. The 2021-2029 Housing Element is the sixth update and is also referred to as the 6th Cycle Housing Element. On March 10, 2022, the City Council adopted Resolution No. 2022- 20, adopting the 6th Cycle Housing Element. On September 29, 2022, the City Council readopted the housing element in accordance with the California Department of Housing and Community Development (HCD) Guidelines. The current HE identifies a portion of the project site as Letter “B” on Page III-91 under Table III-47 allocating a total of 269 affordable units to the site. Planning Area 1 of the RSP has incorporated the Vitalia Apartments, an approved project which provides 269 dwelling units, which is scheduled to begin construction in early 2023. No modifications are proposed to the Vitalia Apartments; therefore, the RSP is consistent with the Palm Desert Housing Element. Tentative Tract Map The Subdivision Map Act, Government Code §65455, requires that all new subdivisions be consistent with the applicable Specific Plan. The RSP sets forth proposed development standards regulating lot size, density, dimensions, and circulation. As proposed, TTM 38434 is consistent with the applicable development standards and can, therefore, be approved. Environmental Review: A draft Initial Study was prepared for the project pursuant to the CEQA and determined that the project would not generate any significant impacts with mitigation measures, such as a Mitigated Negative Declaration (MND)has been prepared. The MND will include a mitigation monitoring and reporting program (MMRP). Under the CEQA and the State CEQA Guidelines, an Initial Study has been prepared to analyze the environmental impacts of the project. In July 2022, the City circulated notice of the project to local tribes per the list established by the Native American Heritage Commission (NAHC) in accordance with Assembly Bill 52 and Senate Bill 18 for consultation. A total of 18 letters were mailed out, including 12 for SB 18 only and 6 for AB 52/SB 18. The City exchanged correspondence with the Agua Caliente Tribe of Cahuilla Indians and the Morongo Band of Mission Indians. The MND provides for Mitigation Measures with respect to Tribal Resources and will require the presence of an approved tribal monitor during ground-disturbing activities. The City circulated the Notice of Intent to Adopt an Initial Study (IS)/MND in The Desert Sun, the newspaper of record, on September 8, 2022, for the public review and comment period of no less than 20 days. The comment period closed on September 28, 2022, and the City received comments on the MND from the South Coast Air Quality Management District, which were addressed as follows: Comment 1: South Coast AQMD Regional Air Quality Significance Thresholds (Operation) In the MND, the operational regional air quality impacts from the proposed project are presented under Table 4: Maximum Daily Operational-Related Emissions Summary. The Lead Agency, however, may have used and compared the proposed project's operational nitrogen oxide (NOx) and volatile organic compound (VOC) emissions to the incorrect South Coast AQMD operational regional air quality significance thresholds. Table 4 in the MND shows 100 pounds per day (lbs/day) and 75 lbs/day as the South Coast AQMD NOx and City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 19 of 24 VOC operation significance thresholds. The correct NOx and VOC operation significance thresholds are 55 lbs/day and 55lbs/day, respectively. South Coast AQMD staff recommends that the Lead Agency revise this section and reflect the correct South Coast AQMD NOx and VOC operation significance thresholds in the Final MND. After making the above revisions, in the event that the proposed project results in significant adverse air quality impacts, CEQA requires that all feasible mitigation measures that go beyond what is required by law be utilized to minimize these impacts. Any impacts resulting from mitigation measures must also be analyzed. Several resources to assist the Lead Agency with identifying potential mitigation measures for the Proposed Project include South Coast AQMD's CEQA Air Quality Handbook, South Coast AQMD's Mitigation Monitoring and Reporting Plan for the 2016 Air Quality Management Plan, and Southern California Association of Government's Mitigation Monitoring and Reporting Plan for the 2020-2045 Regional Transportation Plan/Sustainable Communities Strategy. Response 1: The reviewer is incorrect. The project is located in the Coachella Valley and is, therefore, subject to footnote “c” of the South Coast AQMD Air Quality Significance Thresholds table (April 2019), which states, “For Coachella Valley, the mass daily thresholds for operation are the same as the construction thresholds.” The SCAQMD construction thresholds for NOx and VOC are 100 lbs/day and 75 lbs/day, respectively. Therefore, project-related operational impacts were analyzed using the correct operational significance thresholds. Impacts remain less than significant. Comment 2: Proposed Project's Regional Estimated Emissions (Construction and Operation) In the MND, the construction and operational regional air quality impacts from the proposed project are presented under Table 3 and Table 4 (Maximum Daily Construction-Related Emissions Summary and Maximum Daily Operational-Related Emissions Summary, respectively). The Lead Agency, however, may have miscalculated the proposed project's construction and operational regional emissions by taking the average of winter and summer emissions. The emissions from the summer and winter CalEEMod runs should not be averaged. What should be presented in the tables is the maximum daily regional emissions. Table 4, for example, lists the proposed project's operational carbon monoxide (CO) Maximum Daily Construction-Related Emissions as 270.89 lbs/day. The CalEEMod output files in Appendix A, show the maximum daily regional emissions for summer as 289.335 lbs/day and for winter as 252.452 lbs/day. In this case, the maximum daily operational-related emissions for CO are 289.335 lbs/day. South Coast AQMD staff recommends that the Lead Agency revise these numbers to reflect the proposed project's correct maximum regional estimated emissions for both construction and operation. These revised numbers should then be included in the final MND. Response 2: Comment noted. The averaging of summer and winter maximum daily emissions for project- level CEQA analysis is an approach commonly used by CEQA practitioners and has been City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 20 of 24 routinely accepted by the SCAQMD, CEQA lead agencies, and legal experts. Furthermore, there is no rule that explicitly states that averaging the summer and winter maximum daily emissions is inappropriate for CEQA analysis. Regardless of approach (averaging vs. single season), the maximum daily emissions in question would not exceed significance thresholds, nor would it result in a different impact conclusion. Impacts remain less than significant. The SCAQMD commenter was notified of their incorrect reference to the SCAQMD’s Air Quality Significant Thresholds (April 2019) on October 24, 2022. SCAQMD allows a higher maximum daily threshold for operation as the project is located within the Coachella Valley as . Staff has not received a follow-up to the City’s response from SCAQMD. The MND was reposted for circulation on October 4, 2022, with the comment period ending on October 24, 2022. During this second notification period, the City received comments from the California Department of Fish and Wildlife (CDFW) and provided responses attached to this staff report. In summary, the responses indicate that the Biological Report prepared for the project is adequate and that the mitigation measures of the MND’s MMRP are sufficient, and no further mitigation measures or revisions to the existing mitigation measures are necessary. In the City’s role as the lead agency under CEQA, the Planning Commission finds that the MND and Initial Study dated September 2022 contain a complete and accurate reporting of the environmental impacts associated with the Project. The documents have been completed in compliance with CEQA, the State CEQA Guidelines, and the City of Palm Desert local CEQA guidelines. All environmental impacts of the Project are either insignificant or can be mitigated to a less than significant level pursuant to the mitigation measures outlined in the MND, Initial Study, and the Mitigation Monitoring and Reporting Program. The Planning Commission recommends the City Council adopt the MND for the purposes of CEQA. Public Input: Public Notification: Public noticing was conducted for the November 17, 2022, City Council meeting in accordance with the requirements of PDMC Section 25.60.060 and in accordance with Government Code Sections 65090 to 65094. A public hearing notice was published a minimum of 10 days before the hearing date on Sunday, November 6, 2022, in The Desert Sun newspaper. Notices were mailed to all property owners within 1,000 feet of the project site for a total of 640+ public hearing notices mailed. PDMC Section 25.60.160 requires all development projects on sites greater than five (5) acres to prepare Community Engagement Plans to present and engage in a public outreach meeting early in the entitlement process of new projects and address concerns of the public prior to an action of the approving body. The proposal is located on a site that is 106.4-acres and therefore prepared a community engagement plan in accordance with the PDMC. Community Engagement Plan: The Applicant held one community meeting with neighboring residents. Mailed notices were sent to residents within 1,000 feet of the project site. The meeting was held on August 23, 2022, in the Administrative Conference Room at Palm Desert City Hall. The meeting was held in a hybrid format City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 21 of 24 allowing residents to physically attend or use video teleconferencing technology to attend remotely. Approximately 36 residents attended the meeting in person. The Applicant presented the proposal to residents in attendance and fielded questions and concerns, including concerns over environmental impacts on heights of buildings and impacts on existing view sheds for single-family residences to the east and south of the project site, dust control during buildout and project phasing, and traffic. Per the requirements of the PDMC 25.60.160, the Applicant provided written responses to how they have addressed these concerns, refer to Attachment No. 4. Impact on Views At the community meeting, several residents of existing communities along Shepherd Lane and Woodward Drive voiced concerns over the potential loss of existing views of the Santa Rosa mountains to the west of the vicinity. These residents identified that two- or even three-story buildings located within Planning Area 3 would block existing mountain views. The proposed site plan includes a 45’-0” to 50’-0” wide buffer in the form of a passive, landscaped walking trail along the eastern and southern perimeter of the site. This buffer is located within Planning Area 5 (PA 5) and designated as an open space area per the RSP land use plan. Additionally, the RSP imposes a restriction that all structures located on lots within 50’-0” of the perimeter of PA 5 will be limited to single-story with a maximum height of 18’-0” for pitched roof homes and 16’-0” for flat roof homes as measured from the pad elevation shown on the proposed Preliminary Grading and Utility Plan presented with the TTM. Furthermore, the residential structure will be required to have a minimum setback of 15’-0” from the rear property line adjacent to the existing single-family residents. To further illustrate how these standards will be applied, the applicant prepared colored cross-section views that show existing pad elevations for all adjacent developments relative to the proposed pad elevations and structure heights allowed within the RSP. Four (4) cross-sections were provided to illustrate the grade change for the homes along Woodward Drive to the south, and seven (7) cross- sections were provided along the eastern edge of the site for each cul-de-sac located along Shepherd Lane. An example of this cross-section is shown on Figure 7 on the following page. Figure 7 – Refuge Plan – Conceptual Landscape Plan – Cross-Sections (See on next page) City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 22 of 24 The cross-sections were presented to residents at the meeting. Overall, the residents responded favorably to the added landscape buffer and considerations for height reductions and separations to minimize impacts on their homes. Residents voiced concerns that landscaping within the walking trail, particularly shade trees, would result in blockages of views. The applicant indicated that they would work to select a tree palette and placement that would strike a balance between providing shade and privacy while limiting the amount of visual obstruction. Dust Control and Mitigation Residents voiced concerns that future development would have detrimental impacts on dust and erosion during the construction period. The residents pointed out that the existing site includes large deposits of blow sand and that disturbing the area would worsen erosion if appropriate measures were not taken during construction. Future development of the site will be required to comply with the requirements of the South Coast Air Quality Management District (SCAQMD) and provide for a fugitive dust control plan prior to any grading occurring on the site. The City will not issue grading permits until future developers submit for and receive approval of a fugitive dust control plan which provides appropriate measures to reduce dust and wind erosion by stabilizing disturbed areas during grading. Potential dust control measures may include regular watering, wind control fencing, chemical soil stabilizers, planting, and phasing of development to ensure substantial impacts do not occur all at once and will not cause adverse effects on neighboring properties. City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 23 of 24 Traffic Residents also voiced concerns over additional traffic generated by the project and its impact on Shepherd Lane and Portola Avenue. The Mitigated Negative Declaration for the project includes a traffic analysis, including level of service (LOS) analysis and vehicle miles traveled (VMT). The analysis found that no significant impacts would occur as a result of the project, with proposed roadway improvements incorporated as mitigation measures and conditions on the project and planned implementation of the Specific Plan. The traffic contemplated is within the allowable range envisioned by the Palm Desert General Plan. Public Transit During the October 18, 2022, Planning Commission meeting, a resident voiced concern that the project is not within walking distance from existing public transit. Sunline Transit Agency (STA) provides public bus service throughout the Coachella Valley. The nearest bus stops are located on Shoppers Lane at Dinah Shore Drive, served by STA Route 4, and Cook Street, served by STA Route 5, both of which are over one mile away. Palm Desert Planning Staff met with representatives of STA in September 2022. STA representatives confirmed that current ridership levels did not warrant expansions to the existing system, though future analysis is planned. Similar concerns over accessibility to public transit were raised during the approval of the Vitalia Apartments located in Planning Area 1 of the RSP. The site is located within an area serviced by SunRide, which provides on-demand rideshare service for transit users. Findings of Approval: Findings can be made in support of the project under the City’s Municipal Code. Findings in support of this project are contained in Resolution No. 2022- and 2022- , attached to this staff report. FINANCIAL IMPACT: The project site is held by the Successor Agency to the Palm Desert Redevelopment Agency (SARDA) and is subject to the terms of a Purchase and Sale Agreement (PSA). The project site will be sold to the applicant per the terms of said PSA and proceeds will be remitted to the taxing entities, including the City. The project will require the installation of a new traffic signal at the intersection of Gerald Ford Drive and Rembrandt Parkway/Street “A”. Projects within the Refuge Specific Plan will be required to pay a fair share contribution of 72.2% of the total cost of the construction of the traffic signal. The remaining 27.8% of the signal cost will be paid by the City through the Capital Projects fund facilitated by the Public Works Department. The City may install this signal through a capital improvement project and be reimbursed for 72.2% of the signal cost by the development of the project area. Construction of the signal is anticipated to occur during 2023-2024, while project buildout is anticipated over a six-year (6) period. REVIEWED BY: Deputy Director: Rosie Lua Department Director: Richard Cannone City of Palm Desert Case Nos. SP/EA22-0001/TTM 38434 Refuge Page 24 of 24 City Attorney: Carlos Campos for Robert Hargreaves Finance Director: Veronica Chavez Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1. Resolution 2022-__ 2. Resolution 2022-__ 3. Planning Commission Resolution No. 2820 dated October 16, 2022 4. Planning Commission Resolution No. 2821 dated October 16, 2022 5. Public Hearing Notice 6. Community Engagement Plan 7. Project Initial Study/MND 8. Refuge Specific Plan 9. Tentative Tract Map 10. Preliminary Grading Plan 11. Preliminary Landscaping Plan 12. Preliminary Hydrology Report 13. Preliminary WQMP RESOLUTION NO. 2022- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, TO ADOPT A MITIGATED NEGATIVE DECLARATION IN ACCORDANCE WITH THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) AND APPROVE THE REFUGE SPECIFIC PLAN LOCATED ON 106.4 ACRES AT THE SOUTHWEST CORNER OF GERALD FORD DRIVE AND REMBRANDT PARKWAY CASE NOS. SP/EA22-0001 WHEREAS, Refuge Palm Desert, LLC (“Applicant”), submitted a Specific Plan application for the Refuge Palm Desert Project to facilitate the development of 749 to 969 residential units, circulation, and infrastructure improvements on a vacant 106.4-acre site located at the southwest corner of Gerald Ford Drive and extension of improvements (“Project”); and WHEREAS, the Project site has a land use designation of Town Center Neighborhood (TCN) in the General Plan adopted November 10, 2016, and a zoning designation of Planning Residential (PR-20); and WHEREAS, under Section 21067 of the Public Resources Code, Section 15367 of the State CEQA Guidelines (Cal. Code Regs., tit. 14, § 15000 et seq.), and the City of Palm Desert’s (“City’s”) Local CEQA Guidelines, the City is the lead agency for the Project; and WHEREAS, in accordance with State CEQA Guidelines Section 15063, the City conducted an Initial Study to determine if the Project may have a significant effect on the environment and to evaluate whether an Environmental Impact Report (EIR) was required; and WHEREAS, pursuant to the requirements of the California Environmental Quality Act (CEQA), the State Guidelines for Implementation of CEQA (State CEQA Guidelines), and the City of Palm Desert CEQA Implementation Requirements, a Mitigated Negative Declaration (MND), SCH# 2022100013 (EA 22-0001) and an accompanying Mitigation Monitoring and Reporting Program (MMRP) attached as Exhibit “A” to this resolution, were prepared for the Project; and WHEREAS, the Project will designate the site as the Refuge Specific Plan and establish design guidelines, development standards, and plans for the distribution, location and extent of the uses of land, including open space, and residential within the area covered by the plan. The full text of the Specific Plan dated October 2022, is attached as Exhibit “B” to this resolution; and WHEREAS, the Project is consistent with the development density and use characteristics considered by the General Plan EIR in the TCN land use designation; and WHEREAS, on September 29, 2022, the City Council of the City of Palm Desert adopted the 2021-2029 Housing Element for the 6th Cycle, which allocates that the Project site provides a minimum of 269 units for affordable housing; and WHEREAS, the Refuge Specific Plan (“Specific Plan”) has been prepared pursuant to the California Government Code §65451 and is compliant with state law; and Resolution No. 2022-___ 2 WHEREAS, the Planning Commission of the City of Palm Desert, California, did on the 18th day of October 2022, hold a duly noticed public hearing to consider the request by the Applicant and adopted Planning Commission Resolution No. 2820 recommending that the City Council approve the above-noted Project subject to findings of approval; and WHEREAS, all other legal prerequisites to the adoption of this Resolution have occurred; and WHEREAS, the City Council of the City of Palm Desert, did on the 17th day of November 2022, hold a duly noticed public hearing, the City Council opened the public hearing, the City Council considered the request by the Applicant for the development of the Specific Plan and Environmental Assessment; and WHEREAS, at the said public hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, the City Council did find the following facts and reasons, which are outlined in the staff report, exist to justify approval of said request: NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Palm Desert, California, as follows: SECTION 1. Recitals. The City Council hereby finds that the foregoing recitals are true and correct and are incorporated herein as substantive findings of this Resolution. SECTION 2. Specific Plan Statutory Requirements. Pursuant to Government Code §65451, a specific plan must contain the minimum required information to be considered legally adequate. The Specific Plan provides the following items compliant with state law: §65451(a) A specific plan shall include a text and a diagram or diagrams which specify all of the following in detail: 1) The distribution, location, and extent of the uses of land, including open space, within the area covered by the plan. The Specific Plan provides exhibits throughout Chapter 1 and Chapter 2 identifying the extent and location of land uses and open space covered by the plan. Exhibits are provided, which depict the location of the five (5) planning areas, land uses, and residential densities within each Planning Area. Table 2.1 – Land Use Summary found in section 2.1 Land Use Plan of the Specific Plan identifies the acreage and allowable residential density range for Planning Areas within the plan area. Chapter 2.2, found in the Specific Plan, provides a description of the land use for each respective planning area. Figure 2.1 – Conceptual Land Use Plan found on the Specific Plan provides a diagram illustrating the location of Planning Areas throughout the plan area. 2) The distribution, location, and extent and intensity of major components of public and private transportation, sewage, water, drainage, solid waste disposal, energy, and other essential facilities to be located within the area covered by the plan and needed to support the land uses described in the plan. Resolution No. 2022-___ 3 The Specific Plan contains an infrastructure plan for essential major components of public and private transportation, sewage, water, drainage, solid waste disposal, vehicle entry, and other essential facilities. The plan identifies necessary improvements for the development, including descriptive text and illustrative diagrams under Chapters 2.3 through 2.6 of the Specific Plan. The Specific Plan includes diagrams and exhibits depicting planned infrastructure improvements necessary to facilitate the planned land use. The improvements will include water and sewer (see Chapter 2.5), grading and drainage (Chapter 2.6) as well as a plan for phasing of the improvements over the planned buildout. The Project will be connecting to the existing respective 12-inch water and sewer mains located on Gerald Ford Drive and Julie Drive, which are provided by the Coachella Valley Water District (CVWD). The Project prepared a Water Supply Verification/Water Supply Assessment, which has been approved by CVWD and indicates that there are adequate water supplies for the Project. 3) Standards and criteria by which development will proceed, and standards for the conservation, development, and utilization of natural resources, where applicable. The Specific Plan contains standards and criteria by which development will proceed, and standards for the conservation, development, and utilization of natural resources. Development of the land under land use change consideration will need to comply with these requirements. Chapter 3 of the Specific Plan establishes the general development standards for each of the five (5) PAs. Chapter 3.2 outlines the allowable uses for all Planning Areas and generally allow residential uses within Planning Areas (PA) 1 through 3 and space areas within PAs 4 and 5. Chapter 3.3 outlines the development standards for each of the five (5) Planning Areas. General design guidelines for all Planning Areas are provided under Chapter 4 of the Specific Plan. 4) A program of implementation measures, including regulations, programs, public works projects, and financing measures necessary to carry out paragraphs (1), (2), and (3). The Specific Plan Development of the land use change will require implementation measures, including regulation, programs, public works projects, and financing measures necessary to carry out the provisions contained in paragraphs (1), (2), and (3) above. Chapter 2 and Chapter 5 identify the measures including private financing measures and improvements needed to carry out the Specific Plan. §65451(b) The Specific Plan shall include a statement of the relationship of the Specific Plan to the General Plan. The Specific Plan provides a statement of the relationship of the Specific Plan to the applicable goals, policies, and objectives of the Palm Desert General Plan (Chapter 6). These statements are provided under Chapter 6 and elaborated on the Specific Plan’s consistency with applicable Palm Desert General Plan objectives, goals, and policies included in the Land Use element, Mobility (Circulation) element, Health and Wellness element, Environmental Resource (Open Space), Noise element, Safety element, Public Utilities and Services Policy. Resolution No. 2022-___ 4 SECTION 3. Findings of Specific Plan. In approving this Project, the City Council, shall make the following findings in accordance with the Palm Desert Municipal Code (PDMC): 1. Consistent with the General Plan. The Specific Plan or amendment is consistent with the goals, objectives, and policies of the General Plan. The Specific Plan is consistent with the Palm Desert General Plan goals and policies of the Land Use Element. The Project site is designated Town Center Neighborhood (TCN) by the Palm Desert General Plan Land Use Element (see page 30 of the General Plan). The TCN designation is intended to provide moderate to higher intensity neighborhood development that features a variety of housing choices, walkable streets, and mixed uses with an allowable density range of seven (7) to 40 dwelling units per acre. The Project falls within the allowable density range established for the TCN land use designation by providing an overall Project density of 7.0 to 9.1 dwelling units per acre. Additionally, the Project implements the goals, policies, and objectives of the General Plan with respect to the intended built form and character established for the TCN designation, which allows a variety of residential housing types, including single-family detached, attached, condominiums, attached multi- family and detached multi-family organized around connected pedestrian circulation, open space, and walkable streetscapes. 2. Public Welfare. The Specific Plan or amendment will not create conditions materially detrimental to the public health, safety, and general welfare. The Specific Plan will not create conditions materially detrimental to the public health, safety, and general welfare or cause serious health problems. The Project is not located within a hazardous area that would be subject to flooding, liquefaction, landslide, fault zones, or other natural hazards. The Project does not generate adverse effects that would cause public health problems. Ground disturbing activities are conditioned to prepare plans to control fugitive dust. The access locations to the subdivision have been evaluated in accordance with a traffic impact analysis. 3. Land Use Compatibility. The Specific Plan or amendment is compatible with zoning on adjacent properties and ensures development of desirable character that will be harmonious with surrounding properties. The Specific Plan will establish five (5) Planning Areas that will support the development of a variety of residential housing types including multi-family apartments, attached and detached multi-family garden-style apartments, alley- loaded townhouses, and detached single-family residential. The Specific Plan will establish standards to ensure that new development is compatible with surrounding existing residential single-family development in terms of scale, density, and height. To achieve this, the Specific Plan will limit all future housing adjacent to the existing single-family residential to the east and southern edges of the property to a single story in height. In addition, the Specific Plan will establish a planning area that consists of a 45’-0” to 50’-0” wide landscaped walking trail to create a buffer. The residential development is designed to accommodate a high degree of pedestrian walkability by establishing amenity areas that are in close proximity to residential areas. Resolution No. 2022-___ 5 4. Property Suitability. The Specific Plan or amendment is suitable and appropriate for the location, access, and topography for the development of the subject property. The site is physically suitable for the density of development. The allowable density for the site has been evaluated by the General Plan. The Applicant has prepared the appropriate technical studies to assess that the site is physically suitable to develop and will not result detrimental environmental impacts. 5. CEQA. The Specific Plan or amendment has been reviewed in compliance with the provisions of the CEQA. The Specific Plan has been reviewed in compliance with the provisions of the CEQA. Under the CEQA and the State CEQA Guidelines, an Initial Study has been prepared to analyze the environmental impacts of the Project. The documents have been completed in compliance with CEQA, the State CEQA Guidelines, and City of Palm Desert local CEQA guidelines. All environmental impacts of the Project are either insignificant or can be mitigated to a less than significant level pursuant to the mitigation measures outlined in the MND, Initial Study, and the Mitigation Monitoring and Reporting Program (MMRP). The MMRP is attached to this resolution as “Exhibit A.” SECTION 4. Project Approval. The City Council hereby approves Case No. SP/EA22- 0001, subject to the findings and conditions of approval. SECTION 5. Custodian of Records. The documents and materials that constitute the record of proceedings on which these findings are based are located at the City’s office at 73510 Fred Waring Drive, Palm Desert, CA 92260. Anthony J. Mejia, MMC, the City Clerk of the City of Palm Desert is the custodian of the record of proceedings. SECTION 5. Execution of Resolution. The Mayor signs this Resolution and the City Clerk shall attest and certify to the passage and adoption thereof. ADOPTED ON November 17, 2022. JAN C. HARNIK MAYOR ATTEST: ANTHONY J. MEJIA, CITY CLERK Resolution No. 2022-____ 6 EXHIBIT A CITY OF PALM DESERT REFUGE SPECIFIC PLAN MITIGATION AND MONITORING PROGRAM Mitigation Measure Responsible Party Timing/Phase Action to Be Taken to Comply BIOLOGICAL RESOURCES BIO.1 Burrowing Owl Surveys To mitigate potential impacts to burrowing owl, two pre-construction surveys shall be conducted in accordance with CDFW protocol. The first survey shall occur between 14 and 30 days prior to ground disturbance, and the second shall occur within 24 hours of the initiation of ground disturbance activities for any phase of development on the Project site. • If no owls are detected during those surveys, ground disturbance may proceed without further consideration of this species, assuming there is no lapse between the surveys and construction, because the protocol states “time lapses between Project activities trigger subsequent take avoidance surveys including but not limited to a final survey conducted within 24 hours prior to ground disturbance.” • If burrowing owls are detected during the surveys, avoidance and minimization measures shall be required. Avoidance and minimization measures may include establishing a buffer zone, installing a visual barrier, implementing burrow exclusion and/or closure techniques, in conformance with CDFW protocol. Planning & Engineering Depts, Developer Prior to ground disturbance. Study submitted prior to issuance of grading permits or other site-disturbing authorizations. BIO.2 Migratory Bird Treaty Act If ground disturbance or tree or plant removal is proposed between February 1st and August 31st, a qualified biologist shall conduct a nesting bird survey within 7 to 10 days of initiation of grading onsite, focusing on MBTA covered species. If active nests are reported, then species-specific measures shall be prepared. At a minimum, grading in the vicinity of a nest shall be postponed until the young birds have fledged. For construction that occurs between September 1st and January 31st, no pre-removal nesting bird survey is required. • In the event active nests are found, exclusionary fencing shall be placed around the nests until such time as nestlings have fledged. Avoidance buffers shall be 100 to 300 feet from the nests of unlisted songbirds, and 500 feet from the nests of birds-of-prey and listed species. City, Developer Prior to ground disturbance. Study submitted prior to issuance of grading permits or other site-disturbing authorizations. Resolution No. 2022-____ 7 CITY OF PALM DESERT REFUGE SPECIFIC PLAN MITIGATION AND MONITORING PROGRAM Mitigation Measure Responsible Party Timing/Phase Action to Be Taken to Comply CULTURAL AND TRIBAL RESOURCES CUL.1 Archaeological and Tribal Monitoring Earth-moving activities, including grading, grubbing, trenching, or excavations at the site shall be monitored by a qualified archaeologist and a Native American monitor. If any cultural materials more than 50 years of age are discovered, they shall be recorded and evaluated in the field. The monitors shall be prepared to recover artifacts quickly to avoid construction delays but must have the power to temporarily halt or divert construction equipment to allow for controlled archaeological recovery if a substantial cultural deposit is encountered. The monitors shall determine when excavations have reached sufficient depth to preclude the occurrence of cultural resources, and when monitoring should conclude. If artifacts are discovered, these shall be processed, catalogued, analyzed, and prepared for permanent curation in a repository with permanent retrievable storage that would allow for additional research in the future. Planning Department, Engineering, Project Archaeologist During any site disturbance. Monitoring Agreement to City prior to grading permits. Report of findings 30 days after end of grading. GEOLOGY AND SOILS GEO.1 Geotechnical Report Recommendations The Project design and construction should incorporate the following components based on each phase of development’s site-specific geotechnical analysis during the preparation of precise grading plans: a. Earthwork Specifications. All earthwork and grading should be performed in accordance with the applicable requirements of City of Palm Desert, in compliance with all applicable provisions of the 2019 California Building Code (CBC) and in accordance with the recommendations in the Project geotechnical report. b. Site Clearing. Clearing operations should include the removal of all vegetation and any structural features when found. Large Project Engineer, City Engineer Prior to approval of grading permit. Submit geotechnical report with final grading plan. Resolution No. 2022-____ 8 CITY OF PALM DESERT REFUGE SPECIFIC PLAN MITIGATION AND MONITORING PROGRAM Mitigation Measure Responsible Party Timing/Phase Action to Be Taken to Comply shrubs, when removed, should be grubbed out to include their stumps and major root systems. c. Ground Preparation. All unsuitable surficial materials should be removed down to competent native dune sand deposits. The exposed bottom surface should be scarified to a depth of at least 6 inches, watered as necessary to achieve slightly above optimum moisture conditions, and then recompacted in-place to a minimum relative compaction of 90 percent. d. Shrinkage and Subsidence. The following estimates of shrinkage and subsidence are intended as an aid for project planners in determining the earthwork quantities and should be used with some caution since they are not absolute values. An average shrinkage on the order of about 20 to 22 percent may occur when excavated onsite soils are replaced (removed and recompacted) as properly compacted fill. A subsidence estimated between 0.2 and 0.22 feet may also be expected when exposed bottom surfaces in removal areas are scarified and re- compacted as recommended herein. Additional recommendations on post-grading considerations, foundations, footings and slabs on-grade design and construction, retaining walls, masonry block walls, exterior concrete flatwork, swimming pool and spa, and preliminary pavement sections should also be followed in the Project design and construction. TRAFFIC AND CIRCULATION TRA.1 The Project proponent shall construct the following improvements: 3. Construct Traffic signal at the intersection of Gerald Ford Drive and Street A/Rembrandt Parkway prior to the occupancy of the first residential units in Planning Area 1. 4. Construct westbound left turn lane with 150 feet of storage on Gerald Ford Drive at Street A/Rembrandt Parkway prior to the occupancy of the first residential units in Planning Area 1. Project Engineer, City Engineer, Project Proponent Gerald Ford: Prior to occupancy of PA 1. Julie Drive: Prior to occupancy of any unit in PA 2 through 6. Installation of improvements. Resolution No. 2022-____ 9 CITY OF PALM DESERT REFUGE SPECIFIC PLAN MITIGATION AND MONITORING PROGRAM Mitigation Measure Responsible Party Timing/Phase Action to Be Taken to Comply 5. Construct eastbound right turn lane with 150 of storage on Gerald Ford Drive at Street A/Rembrandt Parkway prior to the occupancy of the first residential units in Planning Area 1. 6. Construct Street A as a collector roadway with a 44-foot curb to curb width, with one travel lane southbound, one shared left/through lane, and one right turn lane with 125 feet of storage northbound on Street A at Gerald Ford Drive. 7. Connect to Julie Drive as a collector roadway with a 52-foot curb to curb width prior to occupancy of the first residential units in Planning Areas 2 through 6. Resolution No. 2022-____ 10 EXHIBIT B Refuge Specific Plan dated October 2022 (See following page) Prepared For: City of Palm Desert Applicant: Refuge Palm Desert, LLC. Prepared By: MSA Consulting, Inc. REFUGE SPECIFIC PLAN OCTOBER 2022 REFUGE SPECIFIC PLAN TABLE OF CONTENTS i TABLE OF CONTENTS CHAPTER 1: INTRODUCTION & SETTING 1.1 Executive Summary ......................................................................................... 1 1.2 Purpose & Intent ............................................................................................. 2 1.3 Project Location and Site Characteristics ........................................................ 2 1.4 Background & History ...................................................................................... 7 1.5 Development Concept & Vision ...................................................................... 7 1.6 Project Objectives ............................................................................................ 7 1.7 Existing General Plan & Zoning ........................................................................ 8 1.8 Utility & Service Providers ............................................................................. 11 1.9 Environmental Review ................................................................................... 12 1.10 Entitlement Process ....................................................................................... 12 CHAPTER 2: MASTER PLAN & INFRASTRUCTURE 2.1 Land Use Plan ................................................................................................ 13 2.2 Planning Area Descriptions ............................................................................ 13 2.3 Circulation ...................................................................................................... 16 2.4 Open Space .................................................................................................... 20 2.5 Water & Sewer .............................................................................................. 20 2.6 Grading & Drainage ....................................................................................... 20 2.7 Phasing & Financing ....................................................................................... 24 CHAPTER 3: DEVELOPMENT STANDARDS 3.1 Overview ........................................................................................................ 26 3.2 Permitted Uses .............................................................................................. 26 3.3 Development Standards ................................................................................ 27 CHAPTER 4: DESIGN GUIDELINES 4.1 Overview ........................................................................................................ 34 4.2 Design Guidelines .......................................................................................... 34 4.3 Landscape Design Guidelines ........................................................................ 44 CHAPTER 5: PLAN ADMINISTRATION 5.1 Overview ........................................................................................................ 47 5.2 Implementation ............................................................................................. 47 5.3 Administration ............................................................................................... 47 5.4 Interpretation ................................................................................................ 48 REFUGE SPECIFIC PLAN TABLE OF CONTENTS ii 5.5 Enforcement .................................................................................................. 48 CHAPTER 6: GENERAL PLAN CONSISTENCY ANALYSIS 6.1 Land Use Policy Consistency .......................................................................... 51 6.2 Mobility Policy Consistency ........................................................................... 54 6.3 Health & Wellness Policy Consistency ........................................................... 55 6.4 Environmental Resources Policy Consistency ............................................... 55 6.5 Noise Policy Consistency ............................................................................... 56 6.6 Safety Policy Consistency .............................................................................. 57 6.7 Public Utilities & Services Policy Consistency ................................................ 57 FIGURES 1.1 Regional Location Map .................................................................................... 4 1.2 Vicinity Map ..................................................................................................... 5 1.3 Aerial Photograph/Existing Site Conditions ..................................................... 6 1.4 General Plan & Zoning Map .......................................................................... 10 2.1 Conceptual Land Use Map ............................................................................. 15 2.2 Vehicular Circulation ...................................................................................... 17 2.3 Typical Roadway Classifications ..................................................................... 18 2.4 Pedestrian Connectivity ................................................................................. 19 2.5 Conceptual Water Plan ................................................................................. 21 2.6 Conceptual Sewer Plan .................................................................................. 22 2.7 Conceptual Grading and Drainage Plan ........................................................ 23 2.8 Phasing Plan .................................................................................................. 25 2.9 Maintenance Plan ......................................................................................... 50 TABLES 1.1 Existing & Surrounding Uses ........................................................................... 3 1.2 Utility & Services Providers ............................................................................ 11 2.1 Land Use Summary ......................................................................................... 13 3.1 Permitted Uses .............................................................................................. 26 3.2 Development Standards PA-1 ........................................................................ 27 3.3 Development Standards PA-2 ....................................................................... 29 3.4 Development Standards PA-3 ........................................................................ 30 3.5 Development Standards PA-4 ........................................................................ 32 3.6 Development Standards PA-5 ........................................................................ 33 REFUGE: SPECIFIC PLAN 1 CHAPTER I: INTRODUCTION & SETTING 1.1 Executive Summary The Refuge Specific Plan (“Specific Plan”) is a 106.4-acre planned development site within the city of Palm Desert. The Specific Plan sets forth a comprehensive vision for a residential community south of Gerald Ford Drive within the corporate limits of Palm Desert, California. This Specific Plan is made in pursuant to California Government Code Section 65451 which requires as follows: (a) A specific plan shall include a text and a diagram or diagrams which specify all of the following in detail: (1) The distribution, location, and extent of the uses of land, including open space, within the area covered by the plan. (2) The proposed distribution, location, and extent and intensity of major components of public and private transportation, sewage, water, drainage, solid waste disposal, energy, and other essential facilities proposed to be located within the area covered by the plan and needed to support the land uses described in the plan. (3) Standards and criteria by which development will proceed, and standards for the conservation, development, and utilization of natural resources, where applicable. (4) A program of implementation measures including regulations, programs, public works projects, and financing measures necessary to carry out paragraphs (1), (2), and (3). (b) The specific plan shall include a statement of the relationship of the specific plan to the general plan. In addition to following all applicable California State regulations, this specific plan also abides by Palm Desert Municipal Code (PDMC) Section 25.78.080 regarding the process for preparation and processing of Specific Plans. This Specific Plan will establish site-specific development standards, land use regulations, design guidelines, and programs to guide the development of the property in a manner that is consistent with the Palm Desert General Plan while also maintaining flexibility to respond to changing market conditions that influence project development. The Specific Plan presents a comprehensive land use plan for the property along with supporting infrastructure plans that address circulation, water, sewer, grading and drainage systems. The Specific Plan is organized in five chapters, as described below: Chapter 1, Introduction & Setting: This section provides an overview of the document, the project setting and history, legislative authority for the Specific Plan, entitlement process and other contextual information. Chapter 2, Master Plan and Infrastructure: This section describes the primary master plan components required for further development of the property. These include land use, circulation, open space and recreation, water and sewer, and grading and drainage. Chapter 3, Development Standards: This section establishes the allowable uses and development standards applicable within the Specific Plan area. REFUGE: SPECIFIC PLAN 2 Chapter 4, Design Guidelines: This section establishes the design guidelines applicable within the Specific Plan area. Chapter 5, Plan Administration: This section describes the various processes and procedures used to administer and implement the adopted Specific Plan. 1.2 Purpose and Intent This Specific Plan is intended to provide a comprehensive development plan for vacant properties previously owned by the City Redevelopment Agency and guide future development within the Specific Plan area. This will include the establishment of site-specific development standards and regulations and is intended to ensure quality development consistent with the goals, objectives, and policies of the Palm Desert General Plan, as more fully described in Chapter 6. This Specific Plan includes comprehensive development standards and implementation and financing measures to ensure the creation of a vibrant, livable community with readily accessible amenities and attractive streetscapes. This Specific Plan defines the location, type and amount of development allowed within the project area consistent with State Planning Law and Section 25.78 of the Palm Desert Municipal Code (PDMC) which establishes the process for preparing, processing, and adopting Specific Plans. Customized development standards will guide development while also allowing flexibility to adjust residential products to market demand. This document has been prepared pursuant to California Government Code Section 65450, which grants local governments the authority to prepare Specific plans as a systematic means of implementing their General Plan. California Government Code Sections 65450 through 65454 establishes the authority to adopt a Specific Plan, identifies the required contents of a Specific Plan, and mandates consistency with the General Plan. 1.3 Project Location & Site Characteristics As shown on Figure 1.1 (see page 4), Regional Location Map, the Specific Plan is located in the central portion of the Coachella Valley within the corporate limits of the City of Palm Desert south of Gerald Ford Drive, east of Monterey Avenue, and west of Portola Road. The Specific Plan area is comprised of three (3) parcels totaling approximately 106.4 acres (APNs 694-310-002, 003 and 006.) This site location shall be referred to as “The Site” henceforth. Figure 1.2, Local Vicinity Map, displays the physical setting of the property. Surrounding land uses are listed below in Table 1.1. As depicted in Figure 1.3, Aerial Photograph the Site is surrounded by development on all sides, and is an island of undeveloped vacant infill land with scattered vegetation and blow sand. The subject property is in the central part of the Coachella Valley, a low-lying and relatively flat desert valley surrounded by the San Bernardino, Little San Bernardino, San Jacinto, and Santa Rosa Mountains. The mountains rise significantly above the valley floor with peak elevations up to 11,503 feet above sea level. The mountains are of high aesthetic value across the Coachella Valley, including the City of Palm Desert. Topographically, the site is mounded in the central portions (elevations ranging from 300-323 mean sea level (msl)). From this high point, the site slopes north toward Gerald Ford Drive (elevation 275 msl) and south toward the southern property boundary (elevation 295 msl). Gerald Ford Drive to the north of the Site is designated as a Balanced Arterial Roadway in the Palm Desert General Plan. It is currently built with four paved travel lanes, curb and gutter, a raised REFUGE: SPECIFIC PLAN 3 center median, and improved with a Class 2 bicycle/golf cart lanes. Portola Road to the east is a General Plan Balanced Arterial currently built with six paved travel lanes, curb and gutter and a raised center median. Sidewalks have been built on both sides of Gerald Ford Drive and Portola Avenue, except where adjacent to undeveloped parcels. Rembrandt Parkway is fully improved as a 2-lane road accessing The Gallery neighborhood north of the Project site. Julie Drive is a 2- lane street with a sidewalk on the south side but is not improved adjacent to undeveloped parcels on the north. SunLine Transit Agency provides bus transit services to the Coachella Valley, including Palm Desert. Currently, there are no transit routes or facilities in the immediate Project vicinity. The nearest bus stop is on Dinah Shore Drive at Shoppers Lane (Route 4), approximately 1¼ miles northwest of the Project site. Another stop at Cook Street and Berger Drive (Route 5) is approximately 1½ miles to the southeast and can be accessed by bike from the Project site via existing bike lanes. TABLE 1.1 EXISTING AND SURROUNDING USES Jurisdiction General Plan/Zoning Existing Use Site Palm Desert Town Center Neighborhood/PR Planned Residential 20 Dwelling Units per acre Vacant Infill Land North Palm Desert Conventional Suburban Neighborhood/PR: Planned Residential 5 The Gallery Single Family Residences South Palm Desert Conventional Suburban Neighborhood/PR: Planned Residential - 5 Single family Residences East Palm Desert Conventional Suburban Neighborhood & /PR Planned Residential - 5 Single Family Residences West Palm Desert Resort & Entertainment/PR Planned Residential Marriott’s Shadow Ridge Villas and Golf Club Exhibit Date: October 11, 2022SPECIFIC PLANREFUGE:MSACivil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GISMSAConsultinginc.comCONSULTING, INC.N.T.S.NORTH REGIONAL LOCATION MAPFIGURE 1.1PAGE 4Source: MSA Consulting, Inc. ProjectSiteProjectCity of Monterey AvenuePortola AvenueGerald Ford Drive Dinah Shore Drive GatewayVa r n e r R o a dDrive Dr. Frank Sinatra Drive SiteRanchoMirage City ofPalm Desert County ofRiverside Int e r s t a t e 1 0 Dick Kelly Cook StreetExhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. VICINITY MAP FIGURE 1.2 PAGE 5 N.T.S. Legend: Project Site Source: City of Palm Desert Gerald Ford Drive PROJECT Portola Avenue30 0 2 8 0 2 8 5 2 9 0 2953 0 0 30 5 305 300305 3 1 0 3 1 5 3203 2 0 3 1 5 31532031030530 5 295295295300 30 0 295 295295 Woodward Drive Shepherd LaneJulie Drive 275 2 9 5 2 9 0285 2 8 0 Riverside CountySheriff's Station MarriottShadow RidgeGolf Club 295 305 SITE 310323 Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. AERIAL PHOTOGRAPH / EXISTING SITE CONDITIONS FIGURE 1.3 PAGE 6 N.T.S. Source: City of Palm Desert Legend: 310 Project Boundary Existing Index Contours 323 275 Existing Project High Point Existing Project Low Point Direction of Existing Drainage Existing Ridgeline REFUGE: SPECIFIC PLAN 7 1.4 Background and History The properties that comprise the Refuge Specific Plan were formerly owned by the City of Palm Desert Redevelopment Agency (RDA). The RDA was terminated by the State of California in February of 2012 with the passage of Assembly Bill X1 26. From there, the properties were transferred to the Successor Agency to the Palm Desert RDA (SARDA) for disposal via sale to private entities. Of the original land under RDA ownership, 23.4 acres adjoining Portola Avenue was sold to GHA Montage and entitled for 63 single family residential lots under TTM 37993. The 106.4-acre balance constitutes the land within the Specific Plan boundary. Of this 106.4-acre balance, the northern 11.9-acres adjoining Gerald Ford Drive was entitled with a 269-unit affordable housing development known as Vitalia (PP/CUP 21-0004) on August 26, 2021. The Specific Plan incorporates this project as approved. The approximately 94.5-acre balance of the Specific Plan is vacant and will be developed according to the provisions of this Specific Plan. As part of the development of the Project concept and vision, and in accordance with Palm Desert Municipal Code Section 25.60.160 “Community Engagement”, a focused engagement process with community stakeholders and adjacent property owners was conducted to seek their input and feedback. 1.5 Development Concept & Vision The Refuge Specific Plan will facilitate the coordinated development of a planned residential community on approximately 106.4 acres with a variety of housing products and densities in a walkable setting. This Specific Plan will allow for the development of up to 969 residential units. The Project would also incorporate open space, recreational, and outdoor gathering spaces as unifying project design features. Pedestrian access and integration between the uses is a unifying element of the Specific Plan. Chapter 4 provides guidelines and standards to ensure a quality project design that is compatible with the surrounding built environment and consistent with the Goals and Policies of the City of Palm Desert General Plan. This Specific Plan intends to provide a degree of flexibility for future developers to design projects that respond to market demand. The Refuge Specific Plan will supersede the development guidelines and regulations of the Palm Desert zoning code to allow for a fresh, contemporary development strategy for the 106.4 acres. 1.6 Project Objectives Various issues were considered and evaluated during the preparation of this Specific Plan. Engineering feasibility, water efficiency, General Plan goals and policies, compatibility with surrounding land uses, and technical solutions to drainage constraints were considered during the planning process. In order to ensure the functional integrity, economic viability, environmental sensitivity, and positive aesthetic contribution of this development, unique project objectives were established as follows: Develop a thoughtfully planned and walkable residential community with a variety of housing types organized around a central recreational amenity. REFUGE: SPECIFIC PLAN 8 Provide a comprehensive land use plan that establishes development standards, land use regulations, and programs to guide the orderly transition/development of the property. Grade the development in a way that accommodates the unique topographic constraints of this land that ensures all stormflow being retained on site as shown on the Tentative Tract Map Exhibit. Provide surrounding property owners with a 45-50ft landscaped buffer to create a positive community aesthetic along the project edge. Accommodate phasing that allows for multi-year project development in an orderly and efficient manner. Provide flexible development regulations that allow future projects to be entitled quickly and easily in response to market demand and evolving design needs. Establish design guidelines, development regulations, use standards and procedures that result in cohesive and attractive landscape and architectural treatments. Provide a safe and efficient circulation system; Provide water and sewer, systems to adequately service the project; Promote quality development consistent with the goals and policies of the Palm Desert General Plan. 1.7 Existing General Plan and Zoning The Palm Desert General Plan, adopted in late 2016, establishes the City's policy relative to the planned future pattern, intensity, density, and relationships of land uses in the City and the various infrastructure systems needed to effectively support those land uses. The Specific Plan implements the Palm Desert General Plan by bringing detailed policies and regulations together into a focused development plan for the Specific Plan area. It serves as a link between the Palm Desert General Plan and subsequent development proposals within the Specific Plan area. This Specific Plan is a regulatory document which, when adopted by the Palm Desert City Council, will govern all facets of project development including the distribution of land uses, location and sizing of supporting infrastructure, as well as development standards and regulations. Figure 1.4, General Plan and Zoning Map, displays the existing General Plan Land Use Map, which designates this site as Town Center Neighborhood which is intended to provide moderate to higher intensity neighborhood development that features a variety of housing choices, walkable streets, and mixed uses. The project site is zoned Planned Residential (PR-20): 20 Dwelling Units Per Acre. This zoning designation is designed to provide for flexibility in residential development, by encouraging creative and imaginative design, and the development of parcels of land as coordinated projects involving a mixture of residential densities up to 20 per acre, mixed housing types, and community facilities. The district is characterized as providing for the optimum integration of urban and natural amenities within developments and is organized around formal, REFUGE: SPECIFIC PLAN 9 walkable, and highly connected streetscapes. The intention is to build out the site with a total of 969 dwelling units ranging in size, density, and housing type. This will include changing the zoning designation of the affected area from PR-20 to Specific Plan. Portola AvenueGerald Ford Drive Shepherd LaneFrank Sinatra Drive Woodward Drive Portola AvenueGerald Ford Drive Shepherd LaneFrank Sinatra Drive Woodward Drive Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. EXISTING GENERAL PLAN / ZONING FIGURE 1.4 PAGE 10 N.T.S. Source: City of Palm Desert Town Center Neighborhood Conventional Suburban Neighborhood Golf Course & Resort Neighborhood Existing General Plan Public Facility / Institutional Legend: SP Boundary Existing Zoning General Plan Zoning Planned ResidentialP.R. PublicP Resort & Entertainment REFUGE: SPECIFIC PLAN 11 1.8 Utility & Service Providers The Refuge project is within the service area of the utility and service providers as listed in Table 1.2. 1 TABLE 1.2 UTILITY & SERVICE PROVIDERS 2 Utility/Service Agency Address Phone Sewer Coachella Valley Water District (CVWD) 75-525 Hovley Lane Palm Desert, CA. 92211 760.398.2651 Water CVWD 75-525 Hovley Lane Palm Desert, CA. 92211 760.398.2651 Natural Gas Southern California Gas (SCG) P.O. Box 3150 San Dimas, CA. 91773 877.238.0092 Electric Southern California Edison (SCE) P.O. Box 800, Rosemead, Ca 91770 800.655.4555 Electric Imperial Irrigation District 81600 Avenue 58 La Quinta, CA 92253 760.398.5811 Cable TV Spectrum 44-425 Town Center Way Ste H Palm Desert CA 92211 760.340.2225 Police Riverside Couty Sheriff 73-705 Gerald Ford Dr., Palm Desert, Ca 92211 760-863-8990 Fire Riverside County Fire Department 71-751 Gerald Ford Dr. Palm Desert, Ca 92270 760.869.8886 Solid Waste Burrtec 41575 Eclectic Street Palm Desert, CA. 760.340.2113 Schools Palm Springs Unified School District (PSUSD) 150 District Center Drive Palm Springs, CA 92264 760.883.2700 Public Transit Sunline Transit Agency 32505 Harry Oliver Trail Thousand Palms, CA 92276 760.343.3451 REFUGE: SPECIFIC PLAN 12 1.9 Environmental Review The project is subject to the requirements of the California Environmental Quality Act (CEQA). Pursuant to the CEQA Guidelines (Title 14, Division 6, Chapter 3 of the California Code of Regulations), an Initial Study has been prepared for the Specific Plan to analyze the environmental impacts of the project. The Project area is urbanized, and the subject property is surrounded by residential, golf course, and institutional (sheriff station) development. No adverse impacts were identified that could not be mitigated to a level of less than significant. Therefore, the City will prepare a Mitigated Negative Declaration (MND) containing an evaluation of potential environmental impacts associated with the project and appropriate mitigation measures for each potential impact. All mitigation measures identified in the Mitigated Negative Declaration shall be identified in a Mitigation Monitoring and Reporting Program (MMRP) to ensure that implementation occurs. The MND will apply to all subsequent implementing entitlements proposed within the Specific Plan boundary. All future development projects for the project site will be reviewed with the Specific Plan and the MND to determine whether additional environmental documentation must be prepared pursuant to CEQA Guidelines. 1.10 Entitlement Process Approval of the following entitlements will implement this project: Specific Plan (SP) – The Specific Plan will cover approximately 106.4 acres to provide comprehensive development guidelines, allowable uses, and development standards. Tentative Tract Map (TTM) – TTMs are intended to implement the project and subdivide the property into smaller parcels/lots for sale. A phasing plan shall be incorporated. Zone Change (ZC) – A Zone change is intended to cover the entire specified boundaries of the property to accommodate higher densities than are currently allowed under the PR-20 zone. See Section 5.2 of this Specific Plan for more detailed information on the administrative and public hearing processes related to these implementing approvals. REFUGE: SPECIFIC PLAN 13 CHAPTER 2: MASTER PLAN & INFRASTRUCTURE 2.1 Land Use Plan The Specific Plan would facilitate construction of up to 969 residential units on approximately 106.4 acres with densities for individual projects expected to range from 4.7-22.6 du/ac. The Specific Plan proposes five distinct Planning Areas as defined in Figure 2.1 Conceptual Land Use Plan and Table 2.1, Land Use Summary. Implementing entitlement approvals may define the size, location and configuration in greater detail as outlined in Section 1.10. Chapter 3A provides a detailed discussion of permitted uses and relevant development standards for each Planning Area. Table 2.1 Land Use Summary Planning Area Area (acres) Density Range (du/ac) Unit Range PA 1 11.9 Up to 22.6 Up to 269 PA 2 16.4 10.0 – 18.3 165 – 302 PA 3 66.3 4.7 – 6.0 (average) 315 – 398 PA 4 3.9 - - PA 5 7.9 - - Total 106.4 7.0 - 9.1 749 - 969 2.2 Planning Area Descriptions The Specific Plan is broken into five Planning Areas, each with common characteristics and development standards. Planning Area 1 - Residential PA 1 is the northernmost planning area and covers the Vitalia project that was approved by the City Council on August 26, 2021(PP/CUP 21-0004). It will be developed as approved; no changes are proposed. It is approved for 269 affordable apartment units in 14 two- and three-story buildings with one-, two-, and three-bedroom units. Onsite amenities include a swimming pool, playground, dog park, clubhouse with fitness and childcare facilities, surface parking lot, and stormwater retention basins that can also serve as passive open space. It will be accessed from two driveways on (future) Vitalia Way. It consists of approximately 11.9 acres of land and will allow for residential housing at an average density of up to 22.6 du/ac. Planning Area 2– Residential PA 2 consists of approximately 16.4 acres of land and will allow for up to 302 dwelling units at a density range of 10.0 to 18.3 du/ac. It includes two retention basins and is accessed by a driveway on Vitalia Way and a roundabout connecting to Planning Area 3. A variety of housing products are permitted by right and with a Conditional Use Permit (CUP). Planning Area 3 - Residential PA-3 consists of approximately 66.3 acres of land in the central part of the Specific Plan area and can accommodate up to 398 dwelling units at an average density ranging from 4.7 to 6.0 du/ac. Permitted uses allow detached single-family, attached townhomes, duplexes, typical single story, and up to two stories where appropriate, arranged in a walkable manner. It includes three REFUGE: SPECIFIC PLAN 14 retention basins and is accessed by a roundabout connecting to Julie Drive (extended) and Planning Area 2. A variety of housing products are permitted by right and with a CUP. Planning Area 4 – Recreation Amenity PA-4 consists of approximately 3.9 acres and will consist of a community amenity center offering residents access to common recreation facilities such as pools, spas, club houses, management offices, barbecues and other facilities as appropriate. Planning Area 5 - Open Space/Buffer PA-5 consists of approximately 7.9 acres of land containing a landscaped open space buffer to provide a vegetative separation from adjoining single-family neighborhoods to the east and south. In addition, the northern portion of PA5 includes the project’s main entry road Vitalia Way providing vehicular and pedestrian connection to all Planning Areas. Pedestrian routes are described in Section 2.3 under Pedestrian Circulation. Community trails are intended for residents and will not be accessible to the public. These paths are not considered multi-modal and are intended for pedestrians only. NOPARKINGNOPARKING NOPARKING NOPARKING NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Woodward Drive Portola AvenuePA 5 PA 1 PA 2 PA 3 PA 4 Shepherd LaneJulie Drive Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. CONCEPTUAL LAND USE PLAN FIGURE 2.1 PAGE 15 N.T.S. Source: MSA Consulting, Inc. Legend: Project Boundary Planning Area Boundary REFUGE: SPECIFIC PLAN 16 2.3 Circulation Vehicular and pedestrian circulation systems are a central element of every development project. The Refuge community will have an interconnected network of vehicular streets and pedestrian walkways and sidewalks to facilitate multiple forms of transportation. The circulation system is illustrated in Figure 2.2 Vehicle Circulation, 2.3 Typical Roadway Classifications, and Figure 2.4 Pedestrian Connectivity. Key aspects of the circulation system include: Project Entries – The project’s primary point of access is taken from Gerald Ford Drive to the north with a secondary point of access to Portola Drive on the east. Both intersections will be signalized. These access roads converge at a roundabout that will direct traffic along the project periphery and into the project area. Entries off this main circulation route will provide a point of arrival into each individual neighborhood grouping. Primary entries will be designed to provide a sense of identity through the application of landscaping and monument signage. Additional information on entries will be providing with each implementing entitlement application with identity theming and landscaping remaining consistent throughout. Vehicular Circulation – The vehicular circulation system will consist of local residential streets providing convenient access to individual homes. Garages/carports for single family residences may be traditionally located at the front of the home or, utilizing alleys, at the rear. Pedestrian Circulation – The project will be designed to create a highly walkable environment as desired by Palm Desert General Plan Policies 3.1-3.4 in Chapter 4. All single-family homes and multi- family residences will be located within a quarter mile walk of a central recreational amenity providing for quick and convenient pedestrian access. Pedestrian access signage around the amenity area will be incorporated. Pedestrian routes will include an interconnected network of paseos, greenways and sidewalks. Each street will provide sidewalks on one or both sides and, due to their low traffic volumes, speeds, and short length, will encourage walkability. A pedestrian access plan will be developed to accommodate expected foot traffic. Trees will be present for shade on all sidewalks with curb adjacent placement being the preferred option wherever possible. Connection between onsite uses and the regional trail/bikeway system will occur via sidewalks that connect with Gerald Ford Drive and Portola Drive. Parking – Sufficient off-street parking will be provided to serve each use as outlined in Table 3.2 Development Standards. The project may utilize a mix of on surface parking, carports, and garages to adequately serve resident needs. Surface parking spaces will generally be used in higher density areas with parking in enclosed garages and driveway aprons generally serving detached dwellings. NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Woodward Drive Portola AvenueShepherd LaneJulie Drive Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. VEHICULAR CIRCULATION PLAN FIGURE 2.2 PAGE 17 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Existing Traffic Signal Alley Local Road Local Collector Entry Road Parkway Legend: Project Boundary Note: Street network shown is conceptual and may bereconfigured with future tentative tract maps using similar streetclassifications and functional hierarchy subject to City approval. Proposed Traffic Signal Representative Circulation Elements Access Connections Proposed Roundabout PA Entries Proposed Roundabout & PA Entry LOCAL COLLECTOR(PUBLIC ROAD)22'60'22'30'30'8'8'CL72'36'36'10'10'12'20'20'25'12.5'12.5'18'56'18'28'28'10'10'15'43.5'9'15.5'28'10'9'19'6'N.T.S.CLPROP.CLCLCLPARALLELPARKINGAMENITY CENTER PARKINGR/WPROP. R/WPROP. R/WPROP. R/WPROP. R/WPROP. R/WPROP. R/WPROP. R/WPROP. R/W6'6'3'P.U.E.PROP.PROP.R/WPROP.3'P.U.E.PROP.6'6'6'6'PROP. SIDEWALKPROP. SIDEWALKPROP. SIDEWALKPROP. SIDEWALKPROP. CURB & GUTTERPROP. CURB & GUTTERRAISED MEDIANPROP. SIDEWALKPROP. SIDEWALKPROP. CURB & GUTTERPROP. CURB & GUTTERPROP. SIDEWALKPROP. CURB & GUTTERPROP. CURB & GUTTERENTRY ROAD(PUBLIC ROAD)N.T.S.LOCAL ROAD(PUBLIC ROAD)N.T.S.PARKWAY(PUBLIC ROAD)N.T.S.ALLEY(PRIVATE ROAD)N.T.S.PROP. CURB & GUTTERPROP. CURB & GUTTERPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAExhibit Date: October 11, 2022SPECIFIC PLANREFUGE:MSACivil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GISMSAConsultinginc.comCONSULTING, INC.N.T.S.NORTH TYPICAL ROADWAY CLASSIFICATIONSFIGURE 2.3PAGE 18Source: MSA Consulting, Inc. NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Woodward Drive Portola AvenueShepherd LaneJulie Drive Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. PEDESTRIAN CONNECTIVITY PLAN FIGURE 2.4 PAGE 19 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Primary Pedestrian Connector Legend: Project Boundary Recreation Amenity Boundary of Project Level Pedestrian Area Utilizing Sidewalks Alleys & Walkways Streets with Sidewalks Alleys Paseos Note: These elements or others may be used in any combination tocreate a walkable community. Representative Project-LevelPedestrian Elements REFUGE: SPECIFIC PLAN 20 2.4 Open Space Open Space is an important aspect of a livable development. It provides areas where desert appropriate plant materials can be introduced to soften and shade urban hardscapes. They also provide prime opportunities. Key open space elements include: Landscaped Buffer – A 50-foot-wide open space buffer is provided along the east and south project boundaries to create an attractive vegetative corridor separating the project from adjoining residences. The buffer will incorporate a walking trail to form loops of varying distances to encourage walking and bicycle use within the project. Central Recreation Amenity – The project is designed around a central 3.9- acre recreational amenity that will contain common recreation facilities such as pools, spas, club houses, management offices, barbecues and other facilities as appropriate for the community. Paseos - Linear paseos provide opportunities to interconnect sidewalks with the perimeter buffer and with the central Recreational Amenity to encourage residents to walk or bike to take advantage of these amenities. 2.5 Water & Sewer The Specific Plan is provided with domestic water and sanitary sewer service by the Coachella Valley Water District (CVWD). As shown in Figure 2.5 Conceptual Water Plan, the project will connect to existing 12” public water mains in Gerald Ford Drive and Julie Drive These will be connected by a new 12” water main with 8” lines extending south to serve each unit. CVWD also provides sanitary sewer service to the site. As shown in Figure 2.6 Conceptual Sewer Plan, the property will be designed to gravity sewer from north connecting to the existing 12” main in Gerald Ford Drive. 2.6 Grading & Drainage Because grading and drainage are closely interrelated, they are addressed jointly in this section. Topographically, the site is mounded through the center (elevations ranging from 300-323). From this high point, the site slopes northeast toward Gerald Ford Drive (elevation 275) and southeast toward the southern property boundary (elevation 295). Because the southern half of the site is surrounded on three sides by existing development without a pre-planned outlet, a sump condition exists there. There is also very little cross-fall from south to north, limiting surface drainage options. These physical constraints have been fully considered and are solved by the grading and drainage design proposed for this project. As shown on Figure 2.7, Conceptual Grading & Drainage Plan, the grading design will create buildable pads, street corridors on site with balanced earthwork to avoid soil export of export. Grading will achieve positive surface flows and protect all structures and physical improvements from the 100-year storm through surface runoff into retention basins either above or below the finished surfaces. Soil erosion and water quality will be protected both during and after construction is completed. The incremental increase in storm water runoff from an existing condition to the new developed condition created by impervious surfaces (roofs, pavement) will be retained on site. NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Woodward Drive Portola AvenueShepherd LaneJulie Drive PA 5 PA 1 PA 2 PA 3 PA 4 Connectto Existing12" Water MainPer TTM 37993 Connect toExisting 12" Water Main Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. CONCEPTUAL WATER PLAN FIGURE 2.5 PAGE 21 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Legend: Project Boundary Existing Water Main Proposed 8" Water Main Proposed 12" Water Main12S 8W Note: Design is conceptual and may bereconfigured with implementing entitlements asapproved by the City Public Works Director. NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARWoodward Drive Portola AvenueShepherd LaneJulie Drive PA 5 PA 1 PA 2 PA 3 PA 4 Gerald Ford Drive Connect to Existing 12" Sewer Main Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. CONCEPTUAL SEWER PLAN FIGURE 2.6 PAGE 22 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Legend: Project Boundary Existing Sewer Main Proposed 8" PVC Sewer Main8S Note: Design is conceptual and may bereconfigured with implementing entitlementsas approved by the City Public Works Director. NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARWoodward Drive Portola AvenueShepherd LaneJulie Drive Gerald Ford Drive 280 280285 290 285 295 295 295300305310315300300300 300300300280 295PA 5 PA 1 PA 2 PA 3 PA 4 Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. CONCEPTUAL GRADING & DRAINAGE FIGURE 2.7 PAGE 23 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Legend: Project Boundary Proposed Index Contours Proposed Drainage Direction Proposed Retention 300 Note: Design is conceptual and may be reconfiguredwith implementing entitlements as approved by theCity Public Works Director. REFUGE: SPECIFIC PLAN 24 As shown in Figure 2.7, Conceptual Grading & Drainage Plan, “developed condition” surface drainage will be conveyed north and east toward retention basins at the eastern end of the property. The stormwater drainage system depicts the general flow of surface drainage and retention facilities which will be adapted and detailed with future development proposals. Adjustments may include the number, location, configuration and depth of drainage pipes and basins as well as the specific flow path through the site. The retention basins and storm drains will be appropriately sized for each phase of the project using standard engineering modelling methods as approved by the Engineering Services Division. If temporary facilities must be constructed, they will be provided with each phase. 2.7 Phasing and Financing Development of the Refuge Specific Plan is planned in seven (7) primary development phases with anticipated build out to occur over approximately 6 years. Each phase may be broken into subphases in response to market conditions and consumer demand. Construction of the first phase is expected to begin in 2023 with full buildout by 2029. Figure 2.8 Conceptual Phasing Plan reflects the anticipated development sequence at this time. This phasing sequence is conceptual and subject to refinement and/or reordering with final engineering design and market conditions. Each of these phases will have the required access and utilities deemed necessary by the city engineer The project financing will generally be private. A variety of financing options are available to both the owners and the City to fund specific infrastructure requirements. These options may be utilized by the owner as needed throughout the construction period. . NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Woodward Drive Portola AvenuePH. A PH. 1 PH. 3PH. 2 PH. 4 PH.PH. 5 PH. 6 PH. 7 8 Development timing as per PP/CUP 21-0004 Shepherd LaneJulie Drive Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. PHASING PLAN FIGURE 2.8 PAGE 25 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Legend: Phase Boundary Phase "A" Phase 2 Phase 3 Phase 4 Phase 1 Project Boundary Phase 5 Phase 6 Phase 7 Phase 8 Note: 1. Exhibit shows expected sequence of development, but may change in response to market conditions. 2. Phase "A" will be constructed with the first phase of development REFUGE: SPECIFIC PLAN 26 CHAPTER 3: DEVELOPMENT STANDARDS 3.1 Overview This chapter identifies the development standards applicable to the Refuge Specific Plan area. The establishment of the site-specific development standards set forth in this chapter are intended to guide orderly development within the Specific Plan area, while also maintaining some flexibility to respond to changing conditions which may be a factor in any long-term development. 3.2 Permitted Uses Development standards for the Refuge Specific Plan area are shown in Table 3.1 Permitted Uses. Table 3.1 Permitted Uses Allowable Uses1 PA 1 PA 2 PA 3 PA 4 PA 5 P=Permitted; C=Conditional Use Permit; N=Not Permitted Residential Assisted living N N N N N Accessory dwelling unit P P P N N Condominium C P P N N Dwelling Duplex P P P N N Dwelling Multifamily P P P N N Dwelling Second P P P N N Dwelling Single Family N P P N N Guest Dwelling N N P N N Home- based business P P P N N Junior accessory dwelling unit P P P N N PUD - Residential C C C N N Transitional/Support ive housing 2 P P P N N Open Space P P P P P Community space P P P P P REFUGE: SPECIFIC PLAN 27 Foot Notes: 1. Review authority (Planning Commission, City Council, etc.) for the subject permits above shall be as outlined in Section 25.60.110 of the Palm Desert Municipal Code. 2. Transitional and supportive housing shall be subject to only those restrictions that apply to other residential uses of the same type in the Specific Plan. 3. Accessory Dwelling Unit definitions and regulations defined in Section 25.34.030 in the Palm Desert Municipal Code 4. Guest Dwelling refers to units that cannot be separately rented out 5. Multifamily residential standards for PA-2 will apply to PA-3 if multifamily uses are chosen for this Planning Area 3.3 Development Standards The following development standards apply to each planning area as described below. Table 3.2 Development Standards PA-1 Standard Product Type Vitalia 1 Density - Lot Dimensions Min Lot size - Min Lot width - Min Lot depth - Yard Setbacks (Min) Front - Street to building or garage 8 - Side – Interior 9 - Side – Street 10 - Side – Alley 8, 11 - Rear - Traditional - Rear - Alley to building 8 or garage 10 - Rear-Building to PA-2 Boundary - REFUGE: SPECIFIC PLAN 28 Patio Covers (Side & Rear) - Accessory Structures - Lot Coverage Max Coverage - Parking Spaces Required - Building Measurements Min separation between buildings - Max height - Max stories - Max height per story - 1. All development standards apply per Approved PP/CUP 21-0004 in accordance with Planned Residential District of the PDMC. REFUGE: SPECIFIC PLAN 29 Table 3.3 Development Standards PA-21 Standard Product Type Detached 2 Attached 3 Density 10 – 18.3 du/ac Lot Dimensions Min Lot size 1,800 4 - Min Lot width - - Min Lot depth - - Yard Setbacks (Min) Front - Street to building or garage 5 8 ft/18 ft 8 ft/18 ft Side – Interior 6 5 ft - Side – Street 7 7 ft 10 ft Side – Alley 5, 8 5 ft 5 ft Rear - Traditional 5 ft - Rear - Alley to building 5 or garage 7 N/A 5 ft/3ft Rear-Building to PA-2 Boundary 10ft 10ft Patio Covers (Side & Rear) Per PDMC Section 25.40.030 (Projections into Required Setbacks) - Accessory Structures Per PDMC Section 25.40.050 (Accessory Buildings and Structures) - Lot Coverage 9 Max Coverage 70% 70% Parking Spaces Required One Bedroom: 1.25 spaces per unit Two Bedroom+: 2 spaces per unit Building Measurements Min separation between buildings 10 ft Per CBC/CRC Max height 10 30 ft 35 ft Max stories 2 3 1. Up to 70 units (10% of combined PA maximum) may be transferred between PA 2 & 3. 2. Including Small-Lot Detached Clusters, Bungalow-Style Detached Units. REFUGE: SPECIFIC PLAN 30 3. Including Attached Townhomes, Garden-Style Attached Apartments. 4. Minimum lot size applies to single family attached or detached lots (not condo mapped development). 5. Measured from back of curb or sidewalk, if present, whichever creates a greater setback. 6. Including lots that adjoin common area landscape lots. 7. Measured from back of curb. 8. 0 ft side yard in paired or zero lot line condition. 9. The percentage of a lot covered by the total square footage of the main building, garage, and/or any accessory buildings that are larger than 150 square feet. 10. Buildings along perimeter streets shall be no greater than 2 stories (25’-0”). Table 3.4 Development Standards PA-31 Standard Product Type SFD 2 SFD – Alley 3 Density 4.7-6 du/ac 4 Lot Dimensions Min Lot size 3,000 sf 3,000 sf Min Lot width 40 ft 40 ft Min Lot depth - - Yard Setbacks (Min) Front - Street to building or garage 5 10 ft/18ft N/A Side – Interior 9 5 ft 5 ft Side – Interior 6 7 ft 5 ft Side – Street 7 - 5 ft Side – Alley 5, 8 15 ft N/A Rear - Traditional N/A 3 ft/3 ft Rear - Alley to building 5 or garage 7 - - Patio Covers (Side & Rear) Per PDMC Section 25.40.030 (Projections into Required Setbacks) Per PDMC Section 25.40.030 (Projections into Required Setbacks) Accessory Structures Per PDMC Section 25.40.050 (Accessory Buildings and Structures) - Lot Coverage 9 Max Coverage 60% 65% Parking Spaces Required One Bedroom: 1.25 spaces per unit REFUGE: SPECIFIC PLAN 31 Two Bedroom+: 2 spaces per unit Building Measurements Min separation between buildings 10 ft 8 ft Max height 30 ft 30 ft Max stories 2 10 2 10 1. Up to 70 units (10% of combined PA maximum) may be transferred between PA 2 & 3. 2. Measured from back of curb or sidewalk, if present 3. Including lots that adjoin common area landscape lots. 4. The average density of PA-3 will fall within the range provided. Density range is just an average and may include some lot configurations that will have densities outside the stated range. 5. Measured from back of curb or sidewalk, if present and whichever creates a greater setback. 6. Including lots that adjoin common area landscape lots. 7. Measured from back of curb. 8. 0 ft side yard in paired or zero lot line condition. 9. The percentage of a lot covered by the total square footage of the main building, garage, and/or any accessory buildings that are larger than 150 square feet. 10. Limited to 1-story, and 18 feet in height, when adjacent to, or within 50 feet of, Planning Area 5. REFUGE: SPECIFIC PLAN 32 Table 3.5 Development Standards PA-4 Standard Product Type OS/Rec Density - Lot Dimensions Min Lot size 3 Acres Min Lot width - Min Lot depth - Yard Setbacks (Min) Front - Street to building or garage 20ft Side – Interior - Side – Street - Side – Alley - Rear - Traditional 20ft Rear - Alley to building or garage - Rear-Building to PA-2 Boundary - Patio Covers (Side & Rear) - Accessory Structures Per PDMC Section 25.40.050 (Accessory Buildings and Structures) Lot Coverage Max Coverage - Parking Spaces Required - Building Measurements Min separation between buildings - Max height - Max stories - Max height per story - REFUGE: SPECIFIC PLAN 33 Table 3.6 Development Standards PA-5 Standard Product Type OS Density - Lot Dimensions Min Lot size - Min Lot width - Min Lot depth - Yard Setbacks (Min) Front - Street to building or garage - Side – Interior - Side – Street - Side – Alley - Rear - Traditional - Rear - Alley to building or garage - Rear-Building to PA-2 Boundary - Patio Covers (Side & Rear) - Accessory Structures - Lot Coverage Max Coverage - Parking Spaces Required - Building Measurements Min separation between buildings - Max height - Max stories - Max height per story - REFUGE: SPECIFIC PLAN 34 CHAPTER 4: DESIGN GUIDELINES 4.1 Overview The Refuge is envisioned to be a cohesive residential community featuring right-sized recreation and open space amenities integrated throughout the project. To accommodate a wide variety of lifestyles, the Refuge allows for a range of lot sizes and housing types from conventionally loaded single family detached homes to stacked flat multi-family living. The different product types provide better livability through greater housing options and enhanced aesthetic interest through diversity. The architecture and landscape should be designed to provide a thematic character visually connecting the community. The Specific Plan areas should be developed in a cohesive and integrated manner such that they function as and are recognizable as a single destination. Structures, hardscape, and landscape are all elements that should be considered in order to develop a pleasing and compatible visual identity. The Design Guidelines in this section are intended to serve as the guiding design principles for future neighborhood development at the Refuge. These guidelines provide a flexible set of fundamental principles that will assure an integrated, attractive, and high-quality living environment, and are meant to promote development that is pedestrian-oriented, interconnected, and visually engaging to residents. They are intended to ensure a high level of design quality while providing the flexibility to accommodate changes in consumer preferences, economic conditions, community designs, and the marketplace. As such, the use of “should” equates to strongly encouraged and the use of “shall” means mandatory. 4.2 Design Guidelines There are four planning areas within the Refuge Specific Plan that work together to offer a range of housing types that cater to a variety of life stages and lifestyles. These guidelines are designed to address all structure types within the four planning areas and shall be used as appropriate to the focused housing typology. Projects developed within the Specific Plan should incorporate elements of the City’s Sustainability Plan to the greatest extent practical and utilize design strategies, building materials, and construction methods that are compatible with the Palm Desert climate. General Development Standards • The Project shall be developed in accordance with the City’s Zoning Ordinance, except as otherwise provided by the Refuge Specific Plan. • All improvements constructed on the property shall conform to applicable building ordinances and codes in effect at the time construction occurs. REFUGE: SPECIFIC PLAN 35 • Where the provisions of this Specific Plan conflict with land use or building ordinances, regulations, and/or codes, the provisions of this Specific Plan shall control. Site Planning • All built elements of the Specific Plan area should be developed in a cohesive and integrated manner such that they function as and are recognizable as a single destination. This includes consideration of structures, hardscape, and landscaping that visually tie these elements together in an effective and pleasing manner. • Building frontages shall be located at the front property line where no setback requirement exists, or at the required setback. Where additional setback is necessary or a prevailing setback exists, activate the area with landscape or common area features. • Common open space shall be located at the ground level in a manner that is accessible and visible to residential units, promoting safety and the use of outdoor areas. • All primary residential structures shall be designed ensure that all street-fronting units have a primary entrance facing the street or internal private circulation. • Entries shall be designed according to simple and harmonious proportions in relationship to the overall size and scale of the building. Design entries in proportion to the number of units being accessed. • All pedestrian entries shall incorporate shelter elements. • All multi-story development of two stories or more shall mitigate negative shade/shadow and privacy impacts by stepping back upper floors and avoiding direct views into neighboring single-family yards as feasible. • All proposed residential development within 50 feet of Planning Area 5 shall be no greater than one-story, contained within 18 feet. • Internal circulation should minimize pedestrian/vehicle conflicts to the greatest extent possible. Structures should be linked to sidewalks or paseos. • Structures within Planning Area 1 and Planning Area 2 shall incorporate methods to screen line of sight from residential structures towards the Riverside County Sheriff’s Station. Methods shall include window treatments which are integral to the window construction, such as frosted windows; window films and/or spandrel glass shall be prohibited. Landscaping may be used when permanently maintained. • Where multi-family projects are adjacent to single-family zones, provide a sensitive transition by maintaining a height compatible with adjacent buildings. Mitigate negative shade/shadow and privacy impacts by stepping back upper floors and avoiding direct views into neighboring single-family yards. REFUGE: SPECIFIC PLAN 36 • All exterior façades of the building shall be treated with an equal level of detail, articulation, and architectural rigor when visible from the public right-of-way or common open space. • Long expanses of walls or fences should incorporate openings, changes in materials, texture, and/or landscaping. Fence materials such as chain link, wrought iron spears, barbed wire, wood, and vinyl shall be prohibited. Parking • All single-family residential structures shall be provided a minimum of two covered parking spaces located within an enclosed garage. • All multi-family residential shall be provided a minimum of one covered parking spaces located within an enclosed garage or carport. • A minimum of 50% of all residential parking not located within a garage or carport is recommended to be shaded by landscape shade trees. • Detached and attached garages, carports, and accessory structures shall be designed as integral parts of the project and consistent with the principal structures of the project, and shall match in terms of scale, material, color, and roof form. • Surface parking lots for multi-family developments shall be screened from public streets by a minimum 42” masonry block wall, in combination with desert native landscaping and/or berms. Trees, shrubbery, planter boxes, climbing plants, vines, green walls, or berms can be used to soften views from the public right-of-way. Circulation • Entry roads and street access points to Planning Area 4 shall incorporate features such as contrasting markings, signage, and/or lighting so that pedestrian crossings are visible to moving vehicles during the day and at night. • A continuous pedestrian circulation shall be provided to link all Planning Areas of the Specific Plan with the central communal open space area. • Use ornamental low-level lighting to highlight and provide security for pedestrian paths and entrances. Ensure that all parking areas and pedestrian walkways are illuminated. • Utilize adequate, uniform, and glare-free lighting, such as dark-sky compliant fixtures, to avoid uneven light distribution, harsh shadows, and light spillage. All exterior lighting shall be designed pursuant to Palm Desert Municipal Code Section 24.16. REFUGE: SPECIFIC PLAN 37 • Paseos shall be provided to facilitate pedestrian access to central community amenities, and Planning Areas 4 and 5, such that pedestrians will not need to walk the perimeter of a block to access said amenities. • All paseos shall utilize pedestrian-level lighting, benches, landscaping, shade trees, or special paving so that they are safe and visually interesting spaces. • Entry roads shall be designed with a landscape parkway separating the curb from the sidewalk Streetscape Design Attention to streetscape design enables the community to have a thoughtful aesthetic that promotes character and visual interest. Streetscape design should include the following considerations: • Internal circulation should minimize pedestrian/vehicle conflicts to the greatest extent possible. • Where possible, front doors should be placed along streets, common drive aisles (not including project entries) and common open spaces. o When front doors are along access drives, special attention should be paid to make these entries safe, pedestrian friendly, and attractive. • Streetscene diversity should be encouraged by differing the styles, colors, and materials of the homes. • Wall planes on building façades should be varied to provide movement along the building elevations for visual interest. • Porches or covered entry spaces should be provided for stepped massing and transition from public to private realm. • Low courtyard walls or fences (36 to 40-inches in height) may also be used to transition from public to private realm. • Balconies, color blocking or other features are encouraged to minimize massing. • In planning areas where single family detached homes are contemplated, streetscene diversity should be enhanced by avoiding the placement of the same floorplan, with the same elevation style and color scheme, adjacent to each other or across the street from one another. REFUGE: SPECIFIC PLAN 38 Architectural Principles Architectural detailing of building facades is a key feature of quality design that can truly liven up a streetscene. Paramount to this, however, is applying the right detail that is appropriate to the architectural style. The following are suggested considerations: • All building elements, such as materials and color, detail elements (porches, balconies, courtyards, awnings, surface treatments, and materials), and functional elements (lights, exterior stairs, guardrails, gutters, downspouts, screen walls, electrical enclosures, or similar features) should be integral to the buildings design, consistent with the architectural vernacular of the building, and complement the surrounding neighborhood. • The treatment of entries (doors, vestibules, porches or courtyards) should consider using enhanced trim or details to emphasize these as primary focal points. • Building design should be sensitive and responsive to the varying temperatures and outdoor living opportunities of the Coachella Valley. • All accessory structures should be compatible in design with the primary buildings, and be visually related to the development. Colors and Materials The primary goal of color and materials palettes is to further enhance and define the architectural styles within the Refuge. The composition of color and materials should be applied in a manner that complements building massing and seeks to achieve a harmonious and visually interesting community. The plotting of elevations, color, and material palettes should be selected with the design objectives of avoiding monotony, providing depth and interest through colorful design schemes, and creating character and long-term value. • Selected colors and materials should be appropriate to the styles they represent and used to further differentiate from the other styles. • Building façades should be designed to incorporate the use of contrasting/complementary colors and materials. • The predominant building colors should be chosen to create aesthetically pleasing building elevations with other tones/colors used to accentuate architectural elements/features. • Finish materials should be appropriate in their use and application, be durable, and of high quality. REFUGE: SPECIFIC PLAN 39 • Materials, when included, should be appropriately used in relation to the building style, scale, location, and function. • Architectural screens and accessory structures should be compatible in material, color, and texture to the main buildings. Materials and Finishes The use of complementary building materials can promote a harmonious appearance and provide interest and variety to the selected architectural styles. The following material and finish principles should be considered: • Exterior materials shall consider compatibility with the desert environment. • Use high-quality, durable, low-maintenance materials. • Place lighter materials above materials of a heavier weight. • Material finishes should express permanence and quality. • Use style-appropriate concrete roof tile blends (where appropriate), overly dramatic blends with extreme contrast are prohibited. Cool roof material should be considered. Stucco Stucco finish should project high quality and be appropriate to the architectural style. • All stucco trim details (such as window surrounds, windowsills, roof eaves, column details, lintels, etc.) must be constructed with a level of precision and accuracy to express the authentic execution of the architectural style. • Use clean, crisp and smooth stucco details. • Carefully locate stucco control joints, if applicable, on elevation designs. • Heavy Lace, Light Lace and Spanish Texture stucco finishes are prohibited Wood Wood is a material used in many architectural styles. However, maintenance concerns, a desire for long-term architectural quality, and new high-quality manufactured alternative wood materials make use of real wood material less desirable. Where “wood” is referred to in these guidelines, it can also be interpreted as simulated wood trim with style-appropriate wood texture. REFUGE: SPECIFIC PLAN 40 Massing, Scale and Articulation Building size should be considered during the design phase to determine appropriate massing, scale and articulation. Smaller homes stand to benefit from a simpler, streamlined architectural treatment characterized by stacked massing, simple rooflines, and an acute attention to detail to maximize livable square footage for the residents. Architecture that results in a simplified massing should pay special attention to entries and front façade treatments to enhance the front elevation. Larger structures should incorporate design methods that offer human scale to the building massing as well as articulation to provide visual movement along the primary elevations. • Architectural elements may be used to break up the massing and enhance the pedestrian scale of the building including features that create shadow and relief, balconies, trellises, recesses, overhangs, awnings, and porches. • Multi-story living spaces are permitted per Table 3.2: Development Standards. • When designing two-story homes, “recessed” second story elements are encouraged to create human-scale buildings. Roof Form Roof form is an important design element that conveys the character of the community when observed from both the external edges and the inside of the neighborhoods. • Roof forms are encouraged to reinforce the architectural style of the home. • Roof pitches are encouraged to vary based upon chosen architectural styles. • Flat roofs are permitted where appropriate to the style and location. Architectural Projections (for Multi-Story Structures) As part of the overall composition of a two-story dwelling, balconies or projections provide relief and interest at the second story. Additionally, these elements help shape outdoor rooms. • Covered balconies and living area cantilevers are encouraged when appropriate to the architectural style. • Balconies and projections shall proportionally complement and be integrated into the overall massing of the home. • Architectural projections such as media niches are encouraged to facilitate massing articulation. REFUGE: SPECIFIC PLAN 41 • Opportunities for creating shaded areas and usable outdoor spaces are encouraged. • Multi-story structures adjacent to the sheriff station or existing single family homes shall include step backs to minimize visual intrusion into adjacent uses. Garages Where attached or detached garages are included, the intent is to tie them into the overall project while reducing their visual emphasis. Garage appearance should complement the architectural style of the homes they are accommodating. Some of the following methods may be used to enhance garage facilities (not all have to be included): • Provide different style door patterns (as appropriate to the architectural style). • Provide different colors for garage doors (does not apply to multiple doors in one building). • Include window lites as a door design variation. Carports These structures should be compatible with the style, color and materials of the primary buildings (this may include metal supports). • Prefabricated carport structures are prohibited. Windows Window details differentiate architectural styles and can provide a high level of architectural enrichment. • The selection and proportion of the windows to the façade shall be responsive to the architectural style of the building. Size and shape shall be considered to assure a balanced relationship with the surrounding roof and walls. • Divided lite windows are encouraged and should reflect the architectural style, simulated divided-lite is acceptable. • Non-street-facing and rear yard windows may delete the divided lites. • Attention to window placement is imperative to encourage offsetting windows from adjacent homes. • Windows in Planning Area 1 and 2 which face the neighboring sheriff station shall incorporate window screening which is integrated into the window construction to REFUGE: SPECIFIC PLAN 42 preclude direct line of site from residential units. Use of films as a means of screening is prohibited. Shutters All shutters shall be constructed of durable, climate appropriate materials and be consistent with the architectural style of the structure. • Use only wood or simulated wood material for shutters. • Mount shutters on finished wall material; embedded shutters prohibited. • Match shutter size to the recessed opening window width. • Use material at least one-and-a-half-inch thick so as to provide substantial dimensionality, avoiding a tacked-on appearance. Lighting Appropriate lighting is essential in creating an inviting evening atmosphere for the community. • All lighting shall be non-obtrusive. • Limit all exterior lighting to the minimum necessary for safety. • Shield all exterior lighting to minimize glare and light spill onto adjacent properties. • Use exterior entry lights that complement the architectural style. • Refer to PDMC Section 24.16 for City’s outdoor lighting requirements. Ornamental Details Use details that appear as functional elements and match the architectural style. Screening: • Rooftop equipment such as air conditioning units, antennas and communication equipment, mechanical equipment, and vents shall be fully screened from view by use of a parapet or other architecturally compatible screening. • Place utilities such as gas, electric, and water meters in side yard setbacks or in landscaped areas and out of the line-of-sight from crosswalks or sidewalks to the greatest extent feasible. • Utilities such as power lines, transformers, and wireless facilities should be placed underground or on rooftops when appropriately screened by a parapet. REFUGE: SPECIFIC PLAN 43 • Any mechanical or electrical equipment should be buffered by planting materials in a manner that contributes to the quality of the existing landscaping on the property and the public streetscape. • Trash enclosures shall be located so that they are not visible from the public right-of- way or neighboring properties. Screen outdoor standalone trash enclosures using walls consistent with the architectural character of the primary building(s) and locate them so that they are out of the line-of-sight from public streets. • Noise and odor-generating functions shall be located within enclosed structures so as not to create a nuisance for building residents or adjacent neighbors. Mechanical Equipment Mechanical equipment includes but not limited to: • HVAC equipment, • Gas and electric meters, • Cable/TV panels, • Pool and spa equipment, and • Exterior landscape/lighting equipment. Trash Enclosures and Bins Refuse and recyclable materials storage areas should be designed consistent with the City’s Zoning Code. Enclosures should be provided to accommodate the numbers and types of trash containers as required by the disposal company. • Community enclosures should be positioned in a centrally convenient area for residents but screened to the greatest extent possible. • Trash enclosures areas that can be overlooked from above are suggested to incorporate roof structures to screen the contents of the enclosure from view. o Such roof structures should be designed to allow the doors of the refuse container to fully open. • To enhance safety, lighted person access is recommended at each enclosure. • Individual bins for households should be screened to the greatest extent possible from public view. REFUGE: SPECIFIC PLAN 44 Recreation & Common Facilities Common recreation facilities such as pools, spas, clubhouses, management offices, barbecues and other facilities appropriate to the development may be included. Common recreation facilities should be key character elements for the neighborhood. • All architectural and community elements, such as furnishings, lighting standards, and trash receptacles shall be consistent with the selected overall architectural character for the neighborhood. • Clubhouse and other common buildings should exhibit 360-degree architecture. • Colors, massing, roof pitch, and materials should be compatible with residential buildings or project theme. Site Specific • Planning Area 3 – Lots located along the eastern and southern edges of the Refuge Specific Plan shall be limited to one story. Pitched roof homes in those locations shall be limited to a maximum height of 18’ from the approved pad elevation. Flat roof, or parapet roof structures in those locations shall be limited to a maximum height of 16’ from the approved pad elevation. • Planning Area 1 and 2 – Structures adjacent to the Riverside County Sheriff Station shall incorporate screening which blocks direct line of sight from the residences into the sheriff station property. • Planning Area 2 – Structures adjacent to the public street, and existing single family residential shall be limited to two stories or shall incorporate site-sensitive step backs on upper floors. Direct views into neighboring single-family yards shall be avoided. • All Planning Area – Roof decks shall be prohibited in all areas. • Planning Area 4 – Landscape shade trees shall be provided along the perimeter and throughout the site. On street parking areas shall be provided with shade trees. 4.3 Landscape Design Guidelines The Refuge includes a generous amount of open space to serve the residents. Each planning area will feature a central amenity that includes both passive and active recreational opportunities. The landscape buffer trail in Planning Area 3 will offer a walking path that both contributes to the active amenities of the Refuge and serves as a buffer to the adjacent existing neighborhoods. The community character is further enhanced through landscape elements. Selective plantings reinforce the scale of streetscapes, neighborhoods, and pedestrian spaces. Strategic locations of trees and shrubs define community focal points and soften architectural massing. The landscape design should incorporate the following concepts: REFUGE: SPECIFIC PLAN 45 • Landscape treatments shall maximize the use of native desert and compatible drought-tolerant plant materials. Species must comply with City and Coachella Valley Water District water conservation ordinance requirements. Selecting drought tolerant, native landscaping will limit irrigation needs and conserve water. • Encourage the use of plants as a major design element including using contrasting textures and mass planting of bold or fine plant material. • Use of turf grass should be limited to functional play and active use areas. • Use decorative gravel, decomposed granite, boulders, and similar materials as a texture and design element; size material suitable to remain in place after installation. • As feasible, landscape in or around retention basins to enhance their appearance. • Front yards shall provide a minimum of two 24” box shade trees. This requirement may be reduced to one on-site tree when combined with street trees permanently maintained within landscape areas. • Front yard areas shall provide for a minimum of 60% landscape areas consisting of live plant materials, and a mixture of decomposed granite, cobble, or boulders. • Front yard areas shall be limited to a maximum of 40% paved area for driveways. • On corner lots, the driveway shall be oriented as far from the corner as possible. Walls and Fences Walls and fences should be an integral part of site design, especially in areas of public visibility. Careful consideration shall be given to their placement so as to assure a natural transition between land uses in addition to privacy, where needed. Walls and fencing should be consistent with community visual theme. Lighting Preserve the nighttime dark sky by modulating the number, lumens, casting, and character of exterior light sources. Utilize low intensity, direct and indirect light sources (as appropriate) to the extent required for safety, functionality, and accentuation of landscape design. • Refer to PDMC Section 24.16 for Outdoor Lighting Requirements. • Light fixtures should complement the architecture and enhance the landscape. Irrigation Planting and irrigation design must meet Coachella Valley Water District (CVWD) standards and the State of California Model Efficient Water Ordinance (MELO). REFUGE: SPECIFIC PLAN 46 • Landscape treatments should maximize the use of native desert and compatible drought tolerant plant materials. • Landscape plans must address wind and water erosion issues and demonstrate the water efficiency gained from plant and irrigation systems. • All areas not covered by structures, drives, parking or hardscape should be appropriately landscaped. • The use of turf should be limited to functional play and active use areas. REFUGE: SPECIFIC PLAN 47 CHAPTER 5: PLAN ADMINISTRATION 5.1 Overview This chapter describes the procedures for administration and implementation of the Refuge Specific Plan. The City of Palm Desert Development Services Department shall have the responsibility for plan administration and implementation as established in this chapter. 5.2 Implementation Entitlement approvals and construction permits shall be reviewed by all applicable departments and agencies (Planning Division, Public Works, Building and Safety, Fire, etc.) where necessary to ensure consistency with the Specific Plan, PDCC, and applicable building codes. This Specific Plan establishes the general intent and comprehensive framework for the future development of the Refuge project. However, prior to construction, various implementing approvals are required, as noted below. Specific Plan (SP) - The Specific Plan will cover approximately 106.4 acres to provide comprehensive development guidelines, allowable uses, and standards. The Specific Plan requires public hearings before the Planning Commission and the City Council. Precise Plan (PP) – A Precise Plan application is required for uses specified in Chapter 3 of this Specific Plan showing the site and architectural plans in greater detail for the proposed project. Each PP will require approval by the Planning Commission. Tentative Parcel Map (TPM)/Tentative Tract Map (TTM) – TPM/TTMs are intended to subdivide the property into smaller parcels/lots for development or sale. TPM/TTMs may be filed with each phase of development as necessary in accordance with Chapter 26.20 TENTATIVE MAP of the PDCC. Implementing Tentative Maps need not reflect the exact lotting shown in this Specific Plan so long as they achieve comparable walkability and buffering designs, incorporate the standards and guidelines contained in Chapters 3 and 4, and lie within the total density and dwelling unit ranges shown on Table 2. Each TPM/TTM will require approval by the Planning Commission. 5.3 Administration Administrative Changes - Modifications that are consistent with the purpose and intent of the Refuge Specific Plan are allowed at the discretion of the Development Services Director or designee. Unless the modification is a request in a change of height. Height changes shall require a specific plan amendment. If proposed modifications exceed 15% of deviation from specified standards the changes shall be deemed to require a Specific Plan Amendment necessitating City Council approval. Changes at 15% or under the deviation threshold shall be considered being within substantial conformance and not subject to council approval. Therefore, it is intended that this Specific Plan provide City Staff with the flexibility to interpret the details of project development as well as those items described in general terms in the Specific Plan without requiring a formal Specific Plan Amendment. Furthermore, the director or designee shall also have the authority to approve substantial conformance designations on tentative maps that have been previously approved by the Planning Commission without the need for secondary Planning Commission review. Requests for administrative changes shall be made in writing. If/when it is determined that changes or adjustments are necessary or appropriate, the Development Services Director or REFUGE: SPECIFIC PLAN 48 designee may issue approval. After approval, any such administrative change shall be attached to the Specific Plan as an addendum and may be further changed and amended from time to time as necessary. Representative examples of such changes may include, but are not limited to: The addition of new information to the Specific Plan maps or text that do not substantially change the effect of any regulation. The new information may include more detailed, site- specific information. Changes to infrastructure such as drainage systems, roads, water and sewer systems, etc. Deviations not exceeding 15% of the development regulations set forth in Chapter 3 of this Specific Plan. Transfer of up to 70 units between Planning Areas 2and 3. See Table 2.1. Formal Amendments - If it has been determined that the proposed change is not in conformance with the intent of the current Specific Plan approval, the Specific Plan may be amended in accordance with the procedures set forth in Chapter 25.78.080 of the Palm Desert Municipal Code (PDMC) and require approval by the City Council. 5.4 Interpretation Uses Not Listed - All uses not listed as allowed in this Specific Plan are prohibited. However, the Development Services Director may determine that a use not listed is included within, similar to or comparable to a listed use and, once so determined; it shall be treated in the same manner as a listed use. Application of Standards - Where there is ambiguity between the Specific Plan and the Zoning Code, the Development Services Director shall review pertinent information and determine which code or standard applies. All determinations shall be in writing and shall be attached to the Specific Plan as noted under Administrative Changes, earlier in this section. Maintenance Plan – The maintenance concept is flexible and may be applied to alternative site plans so long as private streets, common area lots, public streetscapes and public sidewalks are designated for private maintenance. Public maintenance is limited to public streets from curb to curb. See Figure 2.9 Maintenance Plan for reference. 5.5 Enforcement The enforcement of the provisions of this Specific Plan shall be by the following: The City of Palm Desert Development Services Department shall enforce the development standards and regulations set forth herein. Any administrative decision or interpretation of this Specific Plan may be appealed to the Planning Commission per Chapter 25.02.040 ADMINISTRATIVE RESPONSIBILITY APPEALS of the PDMC. Likewise, any decision by the Planning Commission may be appealed to the City Council. The City of Palm Desert shall administer the provisions of the Refuge Specific Plan in accordance with the State of California Government Code, Subdivision Map Act, the City of Palm Desert General Plan, and the PDMC. REFUGE: SPECIFIC PLAN 49 The Specific Plan development procedures, regulations, standards, and specifications shall supersede the relevant provisions of the PDMC, as they currently exist or may be amended in the future. All regulations, conditions, and programs contained herein shall be deemed separate distinct and independent provisions of this Specific Plan. In the event that any such provision is held invalid or unconstitutional, the validity of all the remaining provisions of this Specific Plan shall not be affected. Any development regulation and building requirement not addressed in this Specific Plan shall be subject to all relevant City of Palm Desert ordinances, codes, and regulations. NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Woodward Drive Portola AvenueShepherd LaneJulie Drive PUBLIC MAINTENANCEPRIVATE MAINTENANCE PRIVATE MAINTENANCE CLR/W SIDEWALK LANDSCAPE AREA R/WGUTTERCURB &GUTTERCURB & LANDSCAPE AREA SIDEWALKIF PRESENTMEDIAN Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. MAINTENANCE PLAN FIGURE 2.9 PAGE 50 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Public Maintenance Privately Maintained Legend: Project Boundary TYPICAL MAINTENANCE ROAD SECTION N.T.S. Note: Maintenance concept is flexible and may applied toalternative site plans so long as private streets, common area lots,public streetscapes and public sidewalks are designated forprivate maintenance. Public maintenance is limited to publicstreets from curb to curb. REFUGE: SPECIFIC PLAN 51 CHAPTER 6: GENERAL PLAN CONSISTENCY ANALYSIS 6.1 Applicable Land Use Policy Consistency Policy 1.2: Open space preservation. Balance the development of the city with the provision of open space, and especially the hillsides surrounding the City, so as to create both high quality urban areas and high-quality open space. 1.3 Traffic generation. Balance medium and high intensity/density development with pedestrian-oriented and bicycle friendly design features so as to maximize trip and VMT reduction. 1.4 Phasing of public facilities. Require new parks, open spaces and public facilities be constructed concurrent with, or prior to, the development of each Neighborhood. All required parks, open spaces and public facilities should be constructed before 75 percent of the dwelling units are constructed. 1.6 Community Amenities. Balance the impacts of new development, density, and urbanization through the provision of a high-level of neighborhood and community amenities and design features Policy Responses: As addressed in Section 2.4 of the Specific Plan, the project intends to provide for sufficient open space within the residential community via landscaped buffers, a central recreational amenity, and linear paseos to encourage the use of active transportation. Furthermore, planning Areas 4&5 are designated as Open Space & Recreation areas to help provide for high quality open spaces in the city. The walkable/bikeable nature of the circulation system will aid in VMT reductions to access the central amenity and we will work with staff to come to a phasing agreement that is satisfactory to both parties. 2.1 Pedestrian focus. Design the streetscape of high-volume corridors to balance regional traffic flow with pedestrian movement and safety and the unique physical environment of the area. 2.3 Landscaping. Require development projects to incorporate high quality landscaping in order to extend and enhance the green space network of the city. 2.4 Tree planting. Encourage the planting of trees that appropriately shade the sidewalk and improve the pedestrian experience throughout the city. 2.5 Streetscape. Enhance the pedestrian experience through streetscape improvements that could include new street lighting, tree planting, and easement dedications to increase the size of the sidewalks and pedestrian amenities. 2.7 Public gathering spaces. Improve existing and create new gathering spaces throughout the city to provide beautiful, comfortable, and inviting public and pedestrian spaces, encouraging walking and public gathering spaces. REFUGE: SPECIFIC PLAN 52 2.12 Destination Accessibility. Direct the development of new centers, parks, schools, and similar destinations so as to provide all residences within town ¼ mile to at least two amenities. Policy Responses: The pedestrian is a central focus of this project with ease of movement and access at the forefront of design planning. It is the intent to have the project landscaping, trees, and streetscape be inviting, comfortable, and complimentary of each other to provide a high-quality experience. This is also why we are committing to having all residences be located within the desired quarter mile radius of our central recreational amenity to further enhance the accessibility of the destination. 3.1 Complete neighborhoods. Through the development entitlement process, ensure that all new Neighborhoods (areas with a “Neighborhood” General Plan Designation) are complete and well-structured such that the physical layout and land use mix promote walking to services, biking and transit use, are family friendly and address the needs of multiple ages and physical abilities. New neighborhoods should have the following characteristics: • Contain short, walkable block lengths. • Contain a high level of connectivity for pedestrians, bicycles, and vehicles where practicable. • Are organized around a central focal point such as a park, school, civic building, or neighborhood retail such that most homes are no more than one-quarter mile from this focal point. • Have goods and services within a short walking distance. • Contain a diversity of housing types, where possible. • Have homes with entries and windows facing the street. • Have a grid or modified grid street network (except where topography necessitates another street network layout). • Provide a diversity of architectural styles. 3.2 Conventional neighborhood design. Discourage the construction of new residential neighborhoods that are characterized by cul-de-sacs, sound walls, long block lengths, single building and housing types and lack of access to goods and services. 3.3 Variety of types of neighborhoods. Promote a variety of neighborhoods within the City and ensure that neighborhood types are dispersed throughout the City. 3.4 Balanced neighborhoods. Within the allowed densities and housing types, promote a range of housing and price levels within each neighborhood in order to accommodate diverse ages and incomes. For development projects larger than five acres, require that a diversity of housing types be provided and that these housing types be mixed rather than segregated by unit type. REFUGE: SPECIFIC PLAN 53 3.5 Housing affordability. Ensure affordable housing is distributed throughout the City to avoid concentrations of poverty and to be accessible to jobs. 3.7 Walkable neighborhoods. Require that all new neighborhoods be designed and constructed to be pedestrian friendly and include features such as short blocks, wide sidewalks, tree-shaded streets, buildings that define and are oriented to streets or public spaces, traffic-calming features, convenient pedestrian street crossings, and safe streets that are designed for pedestrians, cyclists and vehicles. • Provision of sidewalks. Except within designated rural areas, require sidewalks of at least six feet in width on both sides of streets in neighborhoods and prohibit obstructions that would impede use of the sidewalk. • Block size. Require new neighborhoods to be designed with blocks no longer than 600 to 800 feet. Exceptions can be made if mid-block pedestrian and bicycle connections are provided. 3.10 Shared driveways. Allow and encourage new commercial and residential developments to have common driveways serving multiple units, to minimize the number of curb cuts along any given block to improve pedestrian safety. 3.12 Tree-lined streets. Require trees on both sides of at least 60 percent of new and existing streets within the project and on the project’s side of bordering streets, between the vehicle travel way and walkway at intervals averaging no more than 50-100 feet (excluding driveways and utility vaults). This standard shall apply whenever new streets are constructed or when existing streets and sidewalks are significantly rehabilitated with existing neighborhoods. Ensuring the appropriate revenue stream to provide long term maintenance. 3.13 Shaded sidewalks. Require shade over at least 30 percent of the length of sidewalks on streets within a project. Trees must provide shade within 10 years of landscape installation and should be as water efficient as possible. 3.14 Access to daily activities. Require development patterns such that the majority of residents are within one-half mile walking distance to a variety of neighborhood goods and services, such as supermarkets, restaurants, churches, cafes, dry cleaners, laundromats, farmers markets, banks, hair care, pharmacies and similar uses. 3.15 Access to parks and open spaces. Require the design of new neighborhoods and, where feasible, retrofit existing neighborhoods, so that 60 percent of dwelling units are within a ¼ mile walking distance of a usable open space such as a tot-lot, neighborhood park, community park or plaza/green. 3.16 Neighborhood transitions. Require that new neighborhoods provide appropriate transitions in scale, building type and density between different General Plan designations. 3.17 Gated communities. Strongly discourage the construction of new gated communities except in the Rural or Resort General Plan Designations. 3.18 Soundwalls. Allow the use of soundwalls to buffer new Neighborhoods from existing sources of noise pollution such as railroads and limited access roadways. Prohibit the use of soundwalls to buffer residential areas from arterial or collector streets. Instead design approaches such as building setbacks, landscaping and other techniques shall be used. REFUGE: SPECIFIC PLAN 54 In the case where soundwalls might be acceptable, require pedestrian access points to improve access from the neighborhoods. 3.19 Subdivision gateways. Discourage the use of signs to distinguish one residential project from another. Strive for neighborhoods to blend seamlessly into one another. 3.21 Infill neighborhoods. In existing developed areas of the city, encourage development that repairs connectivity, adds destinations, and encourages complete neighborhoods. This can be achieved by increasing intersection density, reducing block size, providing new community amenities and destinations. Policy Responses: It is the intent of the project to provide for a complete neighborhood as defined by the general plan. As stated, all homes will be within a quarter mile of the central recreational amenity and will incorporate design standards that avoid obstacles to pedestrian activity. The neighborhood will be balanced with a range of densities and housing types as well as varying levels of affordability. The affordable housing component is weaved into the project as well as the surrounding community to avoid concentrations of poverty in one particular area. We will work with city staff to refine conditions and standards that meet the goals and objectives around neighborhood character, streets, gates, soundwalls, signage, and neighborhood connections. 6.2 Applicable Mobility Policy Consistency 1.1 Complete Streets. Consider all modes of travel in planning, design, and construction of all transportation projects to create safe, livable, and inviting environments for pedestrians, bicyclists, motorists and public transit users of all ages and capabilities. 1.2 Transportation System Impacts. Evaluate transportation and development projects in a manner that addresses the impacts of all travel modes on all other travel modes through the best available practices. 1.3 Facility Service Levels. Determine appropriate service levels for all modes of transportation and develop guidelines to evaluate impacts to these modes for all related public and private projects. 1.6 Emergency Vehicle Access. Evaluate the impacts of transportation network changes on emergency vehicle access and response times. 3.4 Access to Development. Require that all new development projects or redevelopment projects provide connections from the site to the external pedestrian network. 6.1 Fair Share Costs. Require that new development pay for its fair share of construction costs related to new and/or upgraded infrastructure needed to accommodate the development. Policy Responses: The proposed project recognizes the need for alternative methods of travel which is why we have proposed an internal project street network and that allows for the safe and efficient travel of nonmotorized traffic that feeds out to the existing circulation system. Furthermore, we will work with city staff to ensure emergency vehicles have access to the property by abiding by all applicable building codes and regulations as well as providing for the projects’ needed infrastructure fair share costs. REFUGE: SPECIFIC PLAN 55 6.3 Applicable Health and Wellness Policy Consistency 1.8 New development. Ensure that new residential developments provide adequate on- site recreational and open space amenities consistent with the values and standards of the community and the needs of new development. Policy Response: As previously stated, the proposed project will provide adequate on site recreational and open space for new Palm Desert residents. 6.4 Applicable Environmental Resources Policy Consistency 1.2 Landscape design. Encourage the reduction of landscaping water consumption through plant selection and irrigation technology. 1.3 Conservation performance targeted to new construction. Incentivize new construction to exceed the state’s Green Building Code for water conservation by an additional 10 percent. 2.1 View corridor preservation. Protect and preserve existing, signature views of the hills and mountains from the city. 3.1 Open space network. Require new development to comply with requirements of the CVMSHCP. 3.2 Grading and vegetation removal. Limit grading and vegetation removal of new development activities to the minimum extent necessary to reduce erosion and sedimentation. 4.3 Landscape design. Continue to encourage new developments to incorporate native vegetation materials into landscape plans and prohibit the use of species known to be invasive according to the California Invasive Plant Inventory Policy Responses: The applicant intends to comply with all CVMSHCP and CALGREEN requirements as well as be a proactive partner in finding solutions to ensure landscape design is well thought out and water conscious as well as ensuring that scenic views are taken into consideration during the planning process. 6.1 Passive solar design. Require new buildings to incorporate energy efficient building and site design strategies for the desert environment that include appropriate solar orientation, thermal mass, use of natural daylight and ventilation, and shading. 6.3 Energy Efficient Buildings. Encourage new buildings and buildings undergoing major retrofits to exceed Title 24 energy efficiency standards. 6.4 Community development–subdivisions. When reviewing applications for new subdivisions, require all residences be oriented along an east west access, minimizing western sun exposure, to maximize energy efficiency. 7.3 Reducing GHG emissions. In consulting with applicants and designing new facilities, prioritize the selection of green building design features that enhance the reduction of greenhouse gas emissions. 7.4 Heat Island reductions. Require heat island reduction strategies in new developments such as light-colored cool roofs, light-colored paving, permeable paving, right-sized parking requirements, water efficient vegetative cover and planting, substantial tree REFUGE: SPECIFIC PLAN 56 canopy coverage, south and west side water-efficient tree planting, and shaded asphalt paving. 8.5 Construction-related emissions. Require construction activities, including on-site building and the transport of materials, to limit emissions and dust 9.1 Disturbance of human remains. In areas where there is a high chance that human remains may be present, the City will require proposed projects to conduct a survey to establish occurrence of human remains, if any. If human remains are discovered on proposed project sites, the project must implement mitigation measures to prevent impacts to human remains in order to receive permit approval. 9.2 Discovery of human remains. Require that any human remains discovered during implementation of public and private projects within the City be treated with respect and dignity and fully comply with the California Native American Graves Protection and Repatriation Act and other appropriate laws. 9.3 Tribal coordination. Require notification of California Native American tribes and organizations of proposed projects that have the potential to adversely impact cultural resources. 9.4 Protected sites. Require sites with significant cultural resources to be protected. 10 Mitigation and preservation of cultural resources. Require development to avoid archaeological and paleontological resources, whenever possible. If complete avoidance is not possible, require development to minimize and fully mitigate the impacts to the resource Policy Responses: The applicant will work with city staff to make strides towards ecological responsibility with respect to reductions in GHG emissions, solar design, energy efficiency and heat island mitigation. Furthermore, we remain committed to respecting sensitive resources including tribal resources by diligently following CEQA related requirements, mitigation, and monitoring. 6.5 Applicable Noise Policy Consistency 1.1 Noise Compatibility. Apply the City of Palm Desert’s Noise Compatibility Matrix, as a guide for planning and development decisions. The City will require projects involving new development or modifications to existing development to implement mitigation measures, where necessary, to reduce noise levels to at least the normally compatible range in the City’s Noise Compatibility Matrix. Mitigation measures should focus on architectural features and building design and construction, rather than site design features such as excessive setbacks, berms and sound walls, to maintain compatibility with adjacent and surrounding uses 1.3 Mixed Use. Require that mixed-use structures and areas be designed to prevent transfer of noise from commercial uses to residential uses, and ensure a 45 dBA CNEL level or lower for all interior living spaces. Policy Responses: The applicant will work to ensure the recreational amenity as a central portion of the project does not create adverse noise impacts for new residents and that construction noise is controlled to the greatest extent possible. REFUGE: SPECIFIC PLAN 57 6.6 Applicable Safety Policy Consistency 3.1 Flood Risk in New Development. Require all new development to minimize flood risk with siting and design measures, such as grading that prevents adverse drainage impacts to adjacent properties, on-site retention of runoff, and minimization of structures located in floodplains. Policy Response: As part of the entitlement process the applicant shall submit preliminary and precise grading plans that takes into account adverse drainage impacts, retention, runoff, and floodplains. The applicant shall cooperate with the city to ensure satisfactory standards are met. 6.7 Applicable Public Utilities and Services Policy Consistency 1.1 Stormwater infrastructure for new development. Require development projects pay for their share of new stormwater infrastructure or improvements necessitated by that development (regional shallow groundwater). 1.2 On-site stormwater retention and infiltration. Whenever possible, stormwater shall be infiltrated, evapotranspirated, reused or treated onsite in other ways that improve stormwater quality and reduce flows into the storm drain system. 1.3 Groundwater infiltration. Encourage the use of above-ground and natural stormwater facilities in new development and redevelopment, such as vegetated swales and permeable paving. 2.2 Sewer infrastructure for new development. Require development projects to pay for their share of new sewer infrastructure or improvements necessitated by that development. 3.4 Water infrastructure for new development. Require development projects to pay for their share of new water infrastructure or improvements necessitated by that project. 7.2 Review of new development. Work with the Riverside County Sherriff’s Department and the Riverside County Fire Department to review and modify development proposals to incorporate defensible space, Crime Prevention Through Environmental Design (CPTED), and other public safety design concepts into new development. Policy Responses: The applicant will comply with any needed associated fees as it pertains to stormwater infrastructure, retention, as well as sewer and water infrastructure. Furthermore, given the proximity of the project to the Riverside County Sheriff’s station along Gerald Ford we anticipate working closely with them to review all proposals for public safety best practices and compliance. RESOLUTION NO. 2022- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, APPROVING A TENTATIVE TRACT MAP (TTM) SUBDIVIDING A 93.56-ACRE PARCEL LOCATED AT THE SOUTHWEST CORNER OF GERALD FORD DRIVE AND REMBRANDT PARKWAY CASE NO. TTM 38434 WHEREAS, Refuge Palm Desert LLC (“Applicant”), submitted a TTM application within the Refuge Specific Plan (“Specific Plan”) to subdivide 93.56 acres into individual parcels including one lot for condominium purposes, 339 single-family residential lots, and lots for public streets, private streets, and open space areas (“Project”); and WHEREAS, the Project site has a land use designation of Town Center Neighborhood (TCN) in the General Plan adopted November 10, 2016, and zoning designation of Refuge Specific Plan adopted on November 17, 2022; and WHEREAS, under Section 21067 of the Public Resources Code, Section 15367 of the State California Environmental Quality Act (CEQA) Guidelines (Cal. Code Regs., tit. 14, § 15000 et seq.), and the City of Palm Desert’s (“City’s”) Local CEQA Guidelines, the City is the lead agency for the Project; and WHEREAS, in accordance with State CEQA Guidelines Section 15063, the City conducted an Initial Study to determine if the Project may have a significant effect on the environment; and WHEREAS, pursuant to the requirements of the CEQA, the State Guidelines for Implementation of CEQA (State CEQA Guidelines) and a Mitigated Negative Declaration (MND), SCH# 2022100013 (EA 22-0001), and an accompanying Mitigation Monitoring and Reporting Program (MMRP), were prepared for the Project; and WHEREAS, the Project is consistent with the development density and use characteristics considered by the General Plan EIR, Refuge Specific Plan Mitigated and the TCN land use designation; and WHEREAS, the Planning Commission of the City of Palm Desert, California, did on the 18th day of October 2022, hold a duly noticed public hearing to consider the request by the Applicant and adopted Planning Commission Resolution No. 2821 recommending that the City Council approve the above-noted Project subject to findings and conditions of approval; and WHEREAS, all other legal prerequisites to the adoption of this Resolution have occurred; and WHEREAS, the City Council of the City of Palm Desert, did on the 17th day of November 2022, hold a duly noticed public hearing, the City Council opened the public hearing, the City Council considered the request by the Applicant for the development of the Tentative Tract Map; and Resolution No. 2022-____ 2 NOW, THEREFORE, BE IT RESOLVED BY THE CITY OF PALM DESERT, CALIFORNIA, AS FOLLOWS: SECTION 1. Recitals. The City Council hereby finds that the foregoing recitals are true and correct and are incorporated herein as substantive findings of this Resolution. SECTION 2. Findings on Tentative Tract Map. Under PDMC Section 26.20.100(C), the findings for the tentative map are the following: 1. That the density of the proposed subdivision is not consistent with applicable general and specific plans. The map has been found to be consistent with the density, lot development standards, and land uses of the Specific Plan and the General Plan Land Use Designation for Town Center Neighborhood. The TTM creates 339 single-family residential lots within Planning Areas 2 and Planning Area 3. The number of lots is consistent with the minimum allowable density for the Specific Plan. All comply with the minimum requirements for lot sizes and dimensions established by the Specific Plan. The TTM provides for a circulation of public streets and private streets, which is consistent with the requirements of the Specific Plan. The tract provides for a distribution of open space and private amenity areas, which is consistent with the Specific Plan. 2. That the design or improvement of the proposed subdivision is not consistent with applicable general and specific plans. The design and improvement of the subdivision is consistent with the applicable Specific Plan requirements for lot standards, the circulation, and distribution of land uses. The dedications for public right-of-way are consistent with the applicable circulation elements of the Specific Plan. 3. That the site is not physically suitable for the type of development. The site is physically suitable for the mix of single-family and multi-family housing development. The site has suitable access, grading, drainage, and zoning to allow the development. 4. That the site is not physically suitable for the proposed density of development. The site is physically suitable for the density of development. The allowable density for the site has been evaluated by the General Plan. The Applicant has prepared the appropriate technical studies to assess that the site is physically suitable to develop. The MND for the Specific Plan identify required mitigation. 5. That the design of the subdivision or the improvements are likely to cause substantial environmental damage or substantially and unavoidably injure fish or wildlife or their habitat. Resolution No. 2022-____ 3 The design of the subdivision and improvements will not cause damage or substantially injure wildlife habitat. The subject property is in an urbanized area of Palm Desert and is adjacent to major roadways, including Gerald Ford Drive. The site is vacant and surrounded by residential development to the east and south and commercial development to the west. A biological assessment of the site was prepared for the Specific Plan and did not identify suitable habitats for wildlife that could be damaged or affected as a result of the development of the Project. Ground- disturbing activities for the development of the Project shall comply with the Migratory Bird Treaty Act, as well as preparation of a burrowing owl survey prior to ground- disturbing activities, and prior to the removal of vegetation or tree removal shall ensure no habitat is damaged. 6. That the design of the subdivision or the type of improvements is likely to cause serious public health problems. The design of the subdivision is not likely to cause serious health problems. The Project is not located within a hazardous area that would be subject to flooding, liquefaction, landslide, fault zones, or other natural hazards. The Project does not generate adverse effects that would cause public health problems. Ground-disturbing activities are conditioned to prepare plans to control fugitive dust. The access locations to the subdivision have been evaluated in accordance with the Specific Plan and will not adversely affect public health. SECTION 3. Project Approval. The City Council hereby approves TTM 38434 to the subject to the findings and Conditions of Approval. SECTION 4. Custodian of Records. The documents and materials that constitute the record of proceedings on which these findings are based are located at the City’s office at 73510 Fred Waring Drive, Palm Desert, CA 92260. Anthony J. Mejia, MMC, the City Clerk of the City of Palm Desert is the custodian of the record of proceedings. SECTION 5. Execution of Resolution. The Mayor signs this Resolution and the City Clerk shall attest and certify to the passage and adoption thereof. ADOPTED ON November 17, 2022. Jan C. Harnik Mayor ATTEST: Anthony J. Mejia, Resolution No. 2022-____ 4 City Clerk Resolution No. 2022-____ 5 I, Anthony J. Mejia, MMC, City Clerk of the City of Palm Desert, hereby certify that Resolution No. 2022-__ is a full, true, and correct copy, and was duly adopted at a regular meeting of the City Council of the City of Palm Desert on November 17, 2022, by the following vote: AYES: NOES: ABSENT: ABSTAIN: RECUSED: IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Palm Desert, California, on November , 2022. Anthony J. Mejia, MMC, City Clerk City of Palm Desert, California Resolution No. 2022-____ 6 EXHIBIT A CONDITIONS OF APPROVAL CASE NO. TTM 38434 PLANNING DIVISION: 1. The development of the property shall conform substantially with exhibits on file with the Development Services Department, as modified by the following conditions. 2. The Applicant agrees that in the event of any administrative, legal, or equitable action instituted by a third party challenging the validity of any of the procedures leading to the adoption of these project approvals for the Project, or the project approvals themselves, the Developer and City each shall have the right, in their sole discretion, to elect whether or not to defend such action. Developer, at its sole expense, shall defend, indemnify, and hold harmless the City (including its agents, officers, and employees) from any such action, claim, or proceeding with counsel chosen by the City, subject to the Developer’s approval of counsel, which shall not be unreasonably denied, and at the Developer’s sole expense. If the City is aware of such an action or proceeding, it shall promptly notify the Developer and cooperate in the defense. The Developer, upon such notification, shall deposit with City sufficient funds in the judgment of the City Finance Director to cover the expense of defending such action without any offset or claim against said deposit to assure that the City expends no City funds. If both Parties elect to defend, the Parties hereby agree to affirmatively cooperate in defending said action and to execute a joint defense and confidentiality agreement in order to share and protect the information under the joint defense privilege recognized under applicable law. As part of the cooperation in defending an action, City and Developer shall coordinate their defense in order to make the most efficient use of legal counsel and to share and protect information. Developer and City shall each have sole discretion to terminate its defense at any time. The City shall not settle any third-party litigation of project approvals without the Developer’s consent, which consent shall not be unreasonably withheld, conditioned, or delayed unless the Developer materially breaches this indemnification requirement. 3. The development of the property described herein shall be subject to the restrictions and limitations set forth herein, which are in addition to the approved development standards listed in the PDMC, and state and federal statutes now in force, or which hereafter may be in force. 4. The TTM shall expire if recordation of the said Project is not completed within two (2) years from the date of final approval unless an extension of time is granted by the Palm Desert Planning Commission; otherwise, said approval shall become null, void, and of no effect whatsoever. 5. The approved TTM shall only be modified with written City approval in accordance with the requirements of the Specific Plan and Chapter 26.20 of the PDMC. Resolution No. 2022-____ 7 6. All construction documentation shall be coordinated for consistency, including, but not limited to, architectural, structural, mechanical, electrical, plumbing, landscape and irrigation, grading, and street improvement plans. All such plans shall be consistent with the approved entitlement plans on file with the Development Services Department. 7. The Applicant shall execute a written acknowledgment to the Planning Division stating acceptance of and compliance with all the Conditions of Approval of Resolution No. 2821 for TTM 38434, and that the plans submitted are in compliance with the Conditions of Approval. No modifications shall be made to said plans without written approval from the appropriate decision-making body. 8. Prior to issuance of a building permit for construction of any use or structure contemplated by this approval, the Applicant shall first obtain permits and or clearance from the following agencies: Coachella Valley Water District (CVWD) Public Works Department Fire Department Building and Safety Division Evidence of said permit or clearance from the above agencies shall be presented to the Building & Safety Division at the time of issuance of a building permit for the use contemplated herewith. 9. The Applicant shall establish a homeowners’ association (HOA). The HOA’s responsibility for maintenance shall include but is not limited to maintenance of private amenity areas and open space, landscaping, stormwater retention, and related infrastructure. The final maintenance plan shall include detailed text and illustrative diagrams indicating areas of responsibility for maintenance and shall be subject to approval by the Director of Development Services and City Engineer. 10. Prior to the recordation of the final map, the Applicant shall submit a final phasing plan, which identifies the timing of roadway improvements and open space. A. The phasing plan shall indicate that full segments Planning Area 5, shown as Lot “D” shall be completed and fully landscaped prior to the occupancy of any adjacent homes on Lots 1 through 46. B. The central amenity area shown on Lot Q shall be completed prior to the occupancy of the 200th unit within Planning Area 3. 11. The pad elevations of all lots shall be consistent with the approved preliminary grading plan included with the project file. Adjustments which increase or decrease the pad elevation by six inches (0’-6”) or less shall be subject to review and approval by the Director of Development Services and City Engineer. A. Adjustments which increase the pad elevations by more than six (6) inches shall require approval by the Planning Commission. Resolution No. 2022-____ 8 12. The Applicant shall construct the circulation network for Street “A” and Street “B” as shown on the approved Specific Plan, prior to development within Planning Areas 2 and/or Planning Area 3. 13. All mitigation measures identified in the Specific Plan Mitigated Negative Declaration (SCH# 2022100013) and the accompanying Mitigation Monitoring and Reporting Program (MMRP), shall be incorporated into the planning, design, development, and operation of the Project. 14. At recordation of the final map, the applicant shall record an easement for a secondary Fire Department emergency access across Lot 340, which provides a connection between Street "A" and Street "B.". At the recordation of the condominium map on Lot 340, or time of filing of the condominium plan on Lot 340, or development for Lot 340, the easement shall be modified to provide secondary Fire Department emergency access across the parcel utilizing fire lanes within Lot 340. LAND DEVELOPMENT DIVISION/PUBLIC WORKS DEPARTMENT: 15. The following plans, studies, and exhibits are hereby referenced: Specific Plan, prepared by MSA Consulting and dated August 2022; TTM 38434 and dated August 22, 2022; Preliminary Grading, prepared by MSA Consulting, Inc. and dated August 17, 2022; Preliminary Utility Plan, prepared by MSA Consulting, Inc. and dated June 2022; Preliminary Hydrology Report, prepared by MSA Consulting, Inc. and dated August 18, 2022; and Preliminary Water Quality Management Plan, prepared by MSA Consulting, Inc. and dated August 19, 2022. 16. The map shall comply with the State of California Subdivision Map Act and with the City of PDMC Title 26, unless otherwise modified by the conditions listed herein. 17. It is assumed that easements shown on the preliminary grading exhibit are shown correctly and include all the easements that encumber the subject property. A current preliminary title report for the site will be required to be submitted during technical plan review. The Applicant shall secure approval from all, if any, easement holders for all grading and improvements, which are proposed over the respective easement or provide evidence that the easement has been relocated, quitclaimed, vacated, abandoned, easement holder cannot be found, or is otherwise of no effect. Should such approvals or alternate actions regarding the easements not be provided and approved by the City, the Applicant may be required to amend or revise the proposed site configuration as may be necessary. 18. It is understood that the conceptual exhibits correctly show acceptable centerline elevations, all existing easements, traveled ways, and drainage courses with appropriate Qs, and that the omission or unacceptability may require that the Applicant amend or revise the site plan as may be. 19. All private streets and common areas will be permitted as shown on the tentative exhibit, subject to these Conditions of Approval and the Applicant providing adequate provisions, by means of a homeowners’ association (HOA) or another equivalent responsible Resolution No. 2022-____ 9 mechanism as approved by the City Engineer and City Attorney, for the continued and perpetual maintenance of these streets, common areas, and on-site post-construction Best Management Practices (BMPs) to the satisfaction of the City Engineer and City Attorney. 20. The Applicant shall pay all, appropriate signalization fee prior to the issuance of the first building permit for the development in accordance with the City’s Resolution No. 79-17 and 79-55. 21. The Applicant may choose to develop the tentative map in phases with the approval of the City Engineer. Financial security shall be provided for all public improvements associated with each phase of the map. The boundaries of any multiple map increment shall be subject to the approval of the City Engineer. The City Engineer may require the dedication and construction of necessary utility, street, or other improvements beyond the project boundary, if the improvements are needed for circulation, parking, access, or for the welfare or safety of the public. This approval must be obtained prior to the Applicant submitting a Phasing Plan to the California Bureau of Real Estate. 22. If the developer chooses to construct the project in phases, a Construction Phasing Plan for the construction of on-site public or private improvements shall be submitted for review and approved by the City Engineer. 23. Prior to map approval, the Applicant shall pay all, appropriate drainage fee in accordance with the City’s Municipal Code Section 26.49 and Palm Desert Ordinance No. 653. 24. Prior to map approval, the Applicant shall pay all appropriate park fees in accordance with the City’s Municipal Code Section 26.48.060. 25. The Applicant shall comply with Palm Desert Ordinance No. 843, Section 24.20 Stormwater Management and Discharge Ordinance. 26. All utility extensions within the site shall be placed underground unless otherwise specified or allowed by the respective utility purveyor. 27. Prior to approval of any implementing development project, planning area, parcel/tract map within the Specific Plan area, a development specific traffic letter shall be submitted to the City. The letter shall address consistency with the approved Specific Plan Traffic Impact Analysis assumptions. If it is determined that the proposed development is inconsistent with the approved report, the Applicant shall file an amendment to the approved traffic report describing the impacts of any proposed changes. 28. Prior to a grading permit, the Applicant shall prepare a final grading plan for the site. No grading or other improvements shall be permitted until a final grading plan has been approved by the City Engineer. Grading plans and all grading shall conform to the approved Conceptual Grading Plan, the California Building Code, PDMC Title 27 Grading, and all other relevant laws, rules, and regulations governing grading in the City of Palm Desert. Resolution No. 2022-____ 10 29. The grading plan shall provide for acceptance and proper disposal of all off-site drainage flowing onto or through the site. Should the quantities exceed the street capacity, the Applicant shall provide adequate drainage facilities and/or appropriate easements as approved by the City Engineer. 30. Pad elevations, as shown on the conceptual exhibit, are subject to review and modification per Chapter 27 of the PDMC. 31. Prior to approval of the grading plan, the Applicant shall prepare a detailed final flood hazard/hydrology and hydraulics report for approval of the City Engineer. The report shall encompass the entire area of the subdivision and comply with all relevant laws, rules, and regulations governing the City of Palm Desert. Development specific recommendations for sizing of drainage facilities, systems, and conveyance systems shall be included for the proposed development of Planning Areas (PA) 3, 4, and 5. 32. All drainage and storm drain improvements shall be designed per PDMC Title 24, Riverside County Flood Control and Water Conservation District’s standards for the Drainage Element of the Palm Desert General Plan, and all other relevant laws, rules, and regulations governing grading in the City of Palm Desert. 33. Prior to approval of the grading plans, the Applicant shall provide the City Engineer with evidence that a Notice of Intent (NOI) has been filed with the State Water Resources Control Board. Such Evidence shall consist of a copy of the NOI stamped by the State Water Resources Control Board or the Regional Water Quality Control Board, or a letter from either agency stating that the NOI has been filed. 34. Prior to the issuance of a grading permit, the Applicant shall submit a PM10 application for review and approval. The Applicant shall comply with all provisions of PDMC Section 24.12 regarding Fugitive Dust Control. 35. Prior to issuance of grading permit, the Applicant shall submit a Storm Water Pollution Prevention Plan (SWPPP) for review and approval of the Land Development department. 36. Where grading involves import or export, the Applicant shall obtain permits from the Public Works Department, including import/export quantities and hauling route. 37. Prior to grading permit, it shall be the sole responsibility of the Applicant to obtain any and all proposed or required easements and/or permissions necessary to perform the grading shown on the grading plan exhibit. Proof shall be provided to the Land Development Division prior to issuance of grading permit. 38. It is assumed that the grading and the provisions for water quality management shown on the conceptual grading exhibit can comply with all requirements for a Final Water Quality Management Plan (F-WQMP), without substantial change from that shown. Prior to approval of the grading plan for each Precise Plan Landowner shall prepare, or cause to be prepared, a Final WQMP in conformance with the requirements of the Riverside County Flood Control and Water Conservation District (RCFC&WCD) Whitewater River Watershed area for approval of the City Engineer. Resolution No. 2022-____ 11 39. All post-construction BMPs shall be designed based on the City of Palm Desert’s maximum infiltration criteria of one (1) inch/hour, unless validated for a greater amount by a percolation test and approved by the City Engineer. 40. Prior to the issuance of a grading permit, the Applicant shall submit a signed and notarized WQMP Operations and Maintenance Agreement to the City. The agreement shall provide for the maintenance and operation of open space areas, common spaces such as parking lot and recreational facilities, trash disposal for common areas, and water quality BMP facilities, by either the property owners’ association or the owners of each individual lot or unit as tenants in common. 41. Prior to issuance of grading permit and in compliance with the City of PDMC Chapter 27.24, the Applicant shall enter into an agreement and post financial security guarantee for all grading work related to this Project. 42. Prior to issuance of grading permit for each Precise Plan, the Applicant shall submit for review and approval of the City Engineer a final Geotechnical Report that includes project specific recommendations. 43. Prior to the start of grading activities, the Applicant shall install all erosion and dust control mechanisms for the site as approved by the City. 44. Upon completion of grading of each Precise Plan, the Project’s Geotechnical Engineer shall certify to the completion of grading in conformance with the approved grading plans and the recommendations of the geotechnical report approved for this Project. A licensed land surveyor shall certify to the completion of grading in conformance with the lines and grades shown on the approved grading plans. 45. Prior to map recordation, the Applicant shall submit improvement plans for all public streets and improvements. The following streets have been identified as future public streets during the review process: Street “A,” Street “B,” Street “C,” Street “D,” Street “E,” Street “F,” Street “G,” Street “H,” Street “I,” Street “J,” Street “K,” Street “L,” and Street “M.” All streets identified as alleys on the tentative exhibit shall be private. 46. Final map shall show corner cutback dedication at all corner lots and public street intersections. Dedication at corner lots shall be adequate to accommodate all public infrastructure within the public street, including ADA compliant curb ramps. 47. Prior to the map recordation, the Applicant shall provide full-scale signing and striping improvement plans for all public streets as a separate set of plans from street improvement plans for review and approval by the City Engineer. Signing and striping plans shall show existing improvements and modifications including, but not limited to, bike lanes, roundabout(s), travel lanes, pavement markings, turning arrows, etc. 48. Prior to final map approval, the Applicant shall pay a fair share contribution equivalent to 42.9% of the design and construction cost for the signalization of Gerald Ford Drive and Rembrandt Way/Vitalia Way/Street “A” intersection. Resolution No. 2022-____ 12 49. The final map may not be approved until the required improvements, as identified on these Conditions of Approval, have been satisfactorily constructed and approved by the City Engineer; or until an adequate security has been posted with the City, in accordance with PDMC Title 26. If construction is not completed prior to map recordation, the Applicant shall enter into a subdivision improvement agreement and post financial securities with the City for the required public improvements prior to map approval. The form and amount of the financial security shall be reviewed and approved by the City and be in compliance with PDMC Sections 26.28.030 and 26.28.040. 50. Prior to map recordation, unless securities are posted per Condition No. 49, the Applicant is responsible for the construction and installation of improvements on Gerald Ford Drive in compliance with the Specific Plan. Improvements generally include, but not limited to: Street improvements, including meandering sidewalk, curb and gutter, and landscape and irrigation improvements along the Specific Plan boundary and transitioning to existing improvements to the east and west of the site. A. A Class II bicycle lane in accordance with Coachella Valley Association of Governments Active Transportation Planning (CVAG ATP) Design Guidelines Section 5.3. B. Geometries and improvements identified in Condition No. 51 of these Conditions of Approval. C. The Applicant shall show, as reference only, all existing and proposed utility connections. Utility plans shall be processed and approved by CVWD. 51. Prior to map recordation, unless securities are posted per Condition No. 49, the Applicant is responsible for the construction and installation of Gerald Ford Drive/Vitalia Way intersection improvements in compliance with the Specific Plan. Improvements generally include, but are not limited to: A. ADA compliant curb ramps. B. Install geometries to provide: 1. Northbound: one LT/TH lane, one (125 ft) RT lane 2. Southbound: one shared LT/TH/RT lane 3. Eastbound: one LT lane, two TH lanes, one (150 ft) RT lane 4. Westbound: one (150 ft) LT lane, three TH lanes, one RT lane C. Applicant to pay for full cost of intersection and roadway improvements, excluding traffic signal. D. In addition, Applicant shall contribute a 42.9% of the total design and construction cost for intersection signalization and improvements. The amount shall be per the City’s approved cost estimate and a form approved by the City Engineer. E. Design for traffic signal shall consider interconnect to adjacent signals on Gerald Ford Drive at Portola Avenue and at Gateway Drive shall be included as part of the design and construction cost estimates. Resolution No. 2022-____ 13 52. Prior to map recordation, unless securities are posted per Condition No. 49, the Applicant is responsible for the construction and installation of improvements on Vitalia Way south of Gerald Ford Drive transitioning to proposed Street “A” in compliance with the Specific Plan. Improvements generally include but are not limited to: A. ADA compliant curb ramps at driveway crossings and PA 1 of Specific Plan access points. B. Widening of Street “A” to a 44-foot roadway, providing landscape and sidewalk along both sides of the street. C. Install/modify street section to provide for 44-foot roadway with the following geometries: 1. Northbound: one lane 2. Southbound: one lane D. In addition, the design shall include shared bicycle and golf cart lanes between Gerald Ford Drive and the Project’s southerly boundary. 53. Prior to map recordation, unless securities are posted per Condition No. 49, the Applicant is responsible for the construction and installation of Street “A”/Julie Drive intersection improvements in compliance with the Specific Plan Traffic Report recommendations. A. Applicant will be responsible for providing adequate right-of-way on the final map to accommodate all public infrastructure within the public right-of-way. Applicant will be the sole responsible party for any right-of-way acquisition, if any, that may be required in order to satisfy this Condition of Approval. B. Install intersection improvements: 1. Roundabout per Federal Highway Administration (FHWA) guidelines, including enhanced central island and accessible pedestrian crossing. 2. Modify existing westerly terminus of Julie Drive to join with required roundabout improvements. 3. Sidewalk facilities shall be provided surrounding the roundabout. 4. Landscape improvements within public right-of-way will not be required along the south side of the circulatory roadway. 54. Prior to map recordation, unless securities are posted per Condition No. 49, the Applicant is responsible for the construction and installation of Julie Drive/Portola Road intersection improvements in compliance with the Specific Plan traffic report recommendations. A. Install geometries to provide: 1. Northbound: one LT, three TH lanes, one RT lane 2. Southbound: one LT, two TH lanes, one shared TH/RT lane 3. Eastbound: one LT lane, one shared TH/RT 4. Westbound: one LT lane, one TH lane, one RT lane Resolution No. 2022-____ 14 55. Prior to map recordation, unless securities are posted per Condition No. 49, the Applicant is responsible for the construction and installation of improvements on interior public streets. Improvements generally include, but not limited to: Street improvements shall be provided on both sides of the streets unless otherwise specified on these Conditions of Approval. Improvements shall include curb and gutter, and landscape and irrigation improvements, and landscape buffered sidewalks along roadways. A. All signing and striping within public streets shall follow MUTCD standards. B. Street “C” west of Lot “Q” between Street “J” and Street “I” shall be a one-way street with northbound direction. Parallel parking will be allowed along the westerly side of the road. C. Street “C” east of Lot “Q” between Street “J” and Street “I” shall be a one-way street with southbound direction. Parallel parking will be allowed along the easterly side of the road. 56. Prior to map recordation, unless securities are posted per Condition No. 49, the Applicant is responsible for the construction and installation of proposed Street “B” and proposed Street “C” intersection improvements in compliance with the Specific Plan Traffic Report recommendations. A. Applicant shall provide roundabout per Federal Highway Administration (FHWA) guidelines, including enhanced central island and accessible pedestrian crossing. B. Applicant is responsible for design and construction of all improvements at this intersection. 57. Prior to issuance of encroachment permit for public improvements and/or map recordation, whichever comes first, the Applicant shall enter into an agreement and post financial security guarantee for the construction of all off-site/public improvements in accordance with Chapter 27.24 of the PDMC. The form and amount of the financial security shall be reviewed and approved by the City Engineer. The Applicant shall guarantee all improvements for a period of one (1) year from the date of final acceptance and the improvement guarantee shall be backed by a bond or cash deposit in the amount of ten percent of the surety posted for the improvements. 58. Prior to the map recordation, the Applicant shall submit grading and improvement plans for all private improvements and common areas for review and approval of the City Engineer. A. Signing and striping shall be part of the plans and shall include stop signs and stop bars for vehicles exiting the amenities area parking lot. B. All private improvements shall be kept within private property. Non-standard encroachments into proposed public right-of-way will not be permitted, unless clearly identified on these Conditions of Approval. 59. Prior to map recordation, the Applicant shall enter into an agreement with the City for the reimbursement of 42.9% of the design and construction costs associated with the design Resolution No. 2022-____ 15 and signalization of Gerald Ford Drive and Rembrandt Way/Vitalia Way intersection. The form shall be approved by the City Attorney and the City Engineer. 60. Prior to approval of the improvement plans, the Applicant shall provide a full-scale signing and striping improvement plan for Gerald Ford Drive, Street “A,” and Julie Drive as a separate set of plans from street improvement plans for review and approval of the City Engineer. Signing and striping plans shall show existing improvements and modifications including, but not limited to, bike lanes, median break(s), travel lanes, pavement markings, turning arrows, etc. 61. Prior to a building permit for the first developed phase, proposed Street “A” and Street “B” shall be in constructed and accessible. Recommendations of the traffic report may be phased as approved by the City Engineer, but in no case shall defer installation or payment of fair share for traffic signal at Gerald Ford beyond the first developed phase. 62. Prior to a building final inspection, the Applicant is responsible for the completion of construction of all grading and improvements for which plans are required. 63. Prior to final building permit inspection or certificate of occupancy, the Applicant is responsible for the completion of all public improvements within the corresponding development phase. 64. Prior to City acceptance of all public streets, the Applicant shall have completed all building and construction activities related to each construction phase. Street capping shall be performed after the last Certificate of Occupancy is released. 65. Prior to bond release, punch list work for improvements and capping of streets for each construction phase shall be completed and approved for acceptance by the City Engineer. FIRE DEPARTMENT: 66. Fire Hydrants and Fire Flow: The water system shall be capable of delivering the required fire flow. Prior to precise plan (plot plan) approval, information shall be provided to the Office of the Fire Marshal regarding the building’s occupancy type, construction type, building area, and whether the buildings will be protected with fire sprinklers. 67. Fire Department Access: Access roads shall extend to within 150 feet of all portions of the exterior building walls and shall have an unobstructed width of not less than 24 feet. Fire access driveways with a dead-end exceeding 150 feet in length shall be provided with an approved space to turnaround the fire apparatus. The access roads shall be capable of sustaining 60,000 lbs. over two axels and 75,000 lbs over three axles in all- weather conditions. Approved vehicle access, either permanent or temporary, shall be provided during construction. CFC 503.1.1, 3310.1 and 503.2.1 Resolution No. 2022-____ 16 68. Requests for installation of traffic calming designs/devices on fire apparatus access roads shall be submitted and approved by the Office of the Fire Marshal. Ref. CFC 503.4.1 69. Phased Construction Access: If construction is phased, each phase shall provide approved access for fire protection prior to any construction. 70. Fire Sprinkler System: All new commercial structures 3,600 square feet or larger shall be protected with a fire sprinkler system. Ref CFC 903.2 as amended by the City of Palm Desert. 71. Residential Fire Sprinklers: Residential fire sprinklers are required in all one and two- family dwellings per the California Residential Code (CRC). Plans must be submitted to the Office of the Fire Marshal for review and approval prior to installation. Ref. CRC 313.2. 72. Knox Box and Gate Access: Buildings shall be provided with a Knox Box installed in an accessible location approved by the Office of the Fire Marshal. Manual gates shall be equipped with approved Knox equipment. Electric gates shall be provided with Knox key switches. Electric gate operators shall also be connected to a remote signal receiver compatible for use with the preemption devices on the Riverside County fire apparatus. The gate shall automatically open upon receiving a remote signal from the fire apparatus. Ref. CFC 506.1. 73. Addressing: All residential dwellings and commercial buildings shall display street numbers in a prominent location on the street side of the premises and additional locations as required. Ref. CFC 505.1 and County of Riverside Office of the Fire Marshal Standard #07-01. 74. The proposed project may have a cumulative adverse impact on the Fire Department’s ability to provide an acceptable level of service. These impacts include an increased number of emergency and public service calls due to the increase presence of structures, traffic and population. The project proponents/developers will be expected to provide for a proportional mitigation to these impacts via capital improvements and/or impact fees. END OF CONDITIONS OF APPROVAL Resolution No. 2022-____ 17 PLANNING COMMISSION RESOLUTION NO. 2820 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, RECOMMENDING THAT THE CITY COUNCIL ADOPT A MITIGATED NEGATIVE DECLARATION IN ACCORDANCE WITH THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) AND APPROVE THE REFUGE SPECIFIC PLAN LOCATED ON 106.4 ACRES AT THE SOUTHWEST CORNER OF GERALD FORD DRIVE AND REMBRANDT PARKWAY CASE NOS. SP/EA22-0001 WHEREAS, Refuge Palm Desert, LLC ("Applicant"), submitted a Specific Plan application for the Refuge Palm Desert Project to facilitate the development of up to 969 residential units, circulation, and infrastructure improvements on a vacant 106.4-acre site located at the southwest corner of Gerald Ford Drive and extension of improvements Project"); and WHEREAS, the Project site has a land use designation of Town Center Neighborhood TCN) in the General Plan adopted November 10, 2016, and a zoning designation of Planning Residential (PR-20); and WHEREAS, under Section 21067 of the Public Resources Code, Section 15367 of the State CEQA Guidelines (Cal. Code Regs., tit. 14, § 15000 et seq.), and the City of Palm Desert's ("City's") Local CEQA Guidelines, the City is the lead agency for the Project; and WHEREAS, in accordance with State CEQA Guidelines Section 15063, the City conducted an Initial Study to determine if the Project may have a significant effect on the environment and to evaluate whether an Environmental Impact Report (EIR) was required; and WHEREAS, pursuant to the requirements of the California Environmental Quality Act CEQA), the State Guidelines for Implementation of CEQA (State CEQA Guidelines), and the City of Palm Desert CEQA Implementation Requirements, a Mitigated Negative Declaration MND), SCH# 2022100013 (EA 22-0001) and an accompanying Mitigation Monitoring and Reporting Program (MMRP), were prepared for the Project; and WHEREAS, the Project is consistent with the development density and use characteristics considered by the General Plan EIR in the TCN land use designation; and WHEREAS, on September 29, 2022, the City Council of the City of Palm Desert adopted the 2021-2029 Housing Element for the 6th Cycle, which allocates that the Project site provides a minimum of 269 units for affordable housing; and WHEREAS, the Refuge Specific Plan ("Specific Plan") has been prepared pursuant to the California Government Code §65451 and is compliant with state law; and WHEREAS, the Planning Commission of the City of Palm Desert, California, did on the 18th day of October 2022, hold a duly noticed public hearing to consider the request by the Applicant for approval of the above-noted Project request; and PLANNING COMMISSION RESOLUTION NO. 2820 WHEREAS, all other legal prerequisites to the adoption of this Resolution have occurred; and WHEREAS, at the said public hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, the Planning Commission did find the following facts and reasons, which are outlined in the staff report, exist to justify approval of said request: NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of Palm Desert, California, as follows: SECTION 1. Recitals. The Planning Commission hereby finds that the foregoing recitals are true and correct and are incorporated herein as substantive findings of this Resolution. SECTION 2. Specific Plan Statutory Requirements. Pursuant to Government Code 65451, a specific plan must contain the minimum required information in order to be considered legally adequate. The Specific Plan provides the following items compliant with state law: 65451(a) A specific plan shall include a text and a diagram or diagrams which specify all of the following in detail: 1) The distribution, location, and extent of the uses of land, including open space, within the area covered by the plan. The Specific Plan provides exhibits throughout Chapter 1 and Chapter 2 identifying the extent and location of land uses and open space covered by the plan. Exhibits are provided, which depict the location of the five (5) planning areas, land uses, and residential densities within each Planning Area. Table 2.1 — Land Use Summary found in section 2.1 Land Use Plan of the Specific Plan identifies the acreage and allowable residential density range for Planning Areas within the plan area. Chapter 2. 2, found in the Specific Plan, provides a description of the land use for each respective planning area. Figure 2.1 — Conceptual Land Use Plan found on the Specific Plan provides a diagram illustrating the location of Planning Areas throughout the plan area. 2) The distribution, location, and extent and intensity of major components of public and private transportation, sewage, water, drainage, solid waste disposal, energy, and other essential facilities to be located within the area covered by the plan and needed to support the land uses described in the plan. The Specific Plan contains an infrastructure plan for essential major components of public and private transportation, sewage, water, drainage, solid waste disposal, vehicle entry, and other essential facilities. The plan identifies necessary improvements for the development, including descriptive text and illustrative diagrams under Chapters 2.3 through 2. 6 of the Specific Plan. The Specific Plan includes diagrams and exhibits depicting planned infrastructure improvements necessary to facilitate the planned land use. The improvements will include water and sewer (see 2 PLANNING COMMISSION RESOLUTION NO. 2820 Chapter 2.5), grading and drainage (Chapter 2. 6) as well as a plan for phasing of the improvements over the planned buildout. The Project will be connecting to the existing respective 12-inch water and sewer mains located on Gerald Ford Drive and Julie Drive, which are provided by the Coachella Valley Water District (CVWD). The Project prepared a Water Supply Verification/Water Supply Assessment, which has been approved by CVWD and indicates that there are adequate water supplies for the Project. 3) Standards and criteria by which development will proceed, and standards for the conservation, development, and utilization of natural resources, where applicable. The Specific Plan contains standards and criteria by which development will proceed, and standards for the conservation, development, and utilization of natural resources. Development of the land under land use change consideration will need to comply with these requirements. Chapter 3 of the Specific Plan establishes the general development standards for each of the five (5) PAs. Chapter 3.2 outlines the allowable uses for all Planning Areas and generally allow residential uses within Planning Areas PA) 1 through 3 and space areas within PAs 4 and 5. Chapter 3. 3 outlines the development standards for each of the five (5) Planning Areas. General design guidelines for all Planning Areas are provided under Chapter 4 of the Specific Plan. 4) A program of implementation measures, including regulations, programs, public works projects, and financing measures necessary to carry out paragraphs (1), (2), and (3). The Specific Plan Development of the land use change will require implementation measures, including regulation, programs, public works projects, and financing measures necessary to carry out the provisions contained in paragraphs (1), (2), and 3) above. Chapter 2 and Chapter 5 identify the measures including private financing measures and improvements needed to carry out the Specific Plan. 65451(b) The Specific Plan shall include a statement of the relationship of the Specific Plan to the General Plan. The Specific Plan provides a statement of the relationship of the Specific Plan to the applicable goals, policies, and objectives of the Palm Desert General Plan (Chapter 6). These statements are provided under Chapter 6 and elaborated on the Specific Plan's consistency with applicable Palm Desert General Plan objectives, goals, and policies included in the Land Use element, Mobility (Circulation) element, Health and Wellness element, Environmental Resource (Open Space), Noise element, Safety element, Public Utilities and Services Policy. SECTION 3. Findings of Specific Plan. In recommending approval of this Project, the Planning Commission, shall make the following findings in accordance with the Palm Desert Municipal Code (PDMC): 1. Consistent with the General Plan. The Specific Plan or amendment is consistent with the goals, objectives, and policies of the General Plan. 3 PLANNING COMMISSION RESOLUTION NO. 2820 The Specific Plan is consistent with the Palm Desert General Plan goals and policies of the Land Use Element. The Project site is designated Town Center Neighborhood TCN) by the Palm Desert General Plan Land Use Element (see page 30 of the General Plan). The TCN designation is intended to provide moderate to higher intensity neighborhood development that features a variety of housing choices, walkable streets, and mixed uses with an allowable density range of seven (7) to 40 dwelling units per acre. The Project falls within the allowable density range established for the TCN land use designation by providing an overall Project density of 7.0 to 9.1 dwelling units per acre. Additionally, the Project implements the goals, policies, and objectives of the General Plan with respect to the intended built form and character established for the TCN designation, which allows a variety of residential housing types, including single-family detached, attached, condominiums, attached multi- family and detached multi-family organized around connected pedestrian circulation, open space, and walkable streetscapes. 2. Public Welfare. The Specific Plan or amendment will not create conditions materially detrimental to the public health, safety, and general welfare. The Specific Plan will not create conditions materially detrimental to the public health, safety, and general welfare or cause serious health problems. The Project is not located within a hazardous area that would be subject to flooding, liquefaction, landslide, fault zones, or other natural hazards. The Project does not generate adverse effects that would cause public health problems. Ground disturbing activities are conditioned to prepare plans to control fugitive dust. The access locations to the subdivision have been evaluated in accordance with a traffic impact analysis. 3. Land Use Compatibility. The Specific Plan or amendment is compatible with zoning on adjacent properties and ensures development of desirable character that will be harmonious with surrounding properties. The Specific Plan will establish five (5) Planning Areas that will support the development of a variety of residential housing types including multi-family apartments, attached and detached multi-family garden-style apartments, alley- loaded townhouses, and detached single-family residential. The Specific Plan will establish standards to ensure that new development is compatible with surrounding existing residential single-family development in terms of scale, density, and height. To achieve this, the Specific Plan will limit all future housing adjacent to the existing single-family residential to the east and southern edges of the property to a single story in height. In addition, the Specific Plan will establish a planning area that consists of a 50'-0" wide landscaped walking trail to create a buffer. The residential development is designed to accommodate a high degree of pedestrian walkability by establishing amenity areas that are in close proximity to residential areas. 4. Property Suitability. The Specific Plan or amendment is suitable and appropriate for the location, access, and topography for the development of the subject property. The site is physically suitable for the density of development. The allowable density for the site has been evaluated by the General Plan. The Applicant has prepared the 4 PLANNING COMMISSION RESOLUTION NO. 2820 appropriate technical studies to assess that the site is physically suitable to develop and will not result detrimental environmental impacts. 5. CEQA. The Specific Plan or amendment has been reviewed in compliance with the provisions of the CEQA. The Specific Plan has been reviewed in compliance with the provisions of the CEQA. Under the CEQA and the State CEQA Guidelines, an Initial Study has been prepared to analyze the environmental impacts of the Project. The documents have been completed in compliance with CEQA, the State CEQA Guidelines, and City of Palm Desert local CEQA guidelines. All environmental impacts of the Project are either insignificant or can be mitigated to a less than significant level pursuant to the mitigation measures outlined in the MND, Initial Study, and the Mitigation Monitoring and Reporting Program (MMRP). The MMRP is attached to this resolution as "Exhibit A." The Planning Commission recommends that the City Council adopt the MND for the purposes of CEQA. SECTION 4. Project Recommendations. The Planning Commission hereby recommends approval of SP/EA22-0001 to the City Council, subject to the findings and conditions of approval. SECTION 5. Custodian of Records. The documents and materials that constitute the record of proceedings on which these findings are based are located at the City's office at 73510 Fred Waring Drive, Palm Desert, CA 92260. Richard D. Cannone, AICP, the Secretary to the Palm Desert Planning Commission, is the custodian of the record of proceedings. SECTION 6. Execution of Resolution. The Chairperson of the Planning Commission signs this Resolution and the Secretary to the Commission shall attest and certify to the passage and adoption thereof. SECTION 7. Recitals. The Planning Commission hereby finds that the foregoing recitals are true and correct and are incorporated herein as substantive findings of this Resolution. ADOPTED ON October 18, 2022. NANCY DE LU A CHAIRPERSON ATTEST: RICHARD D. CANNONE, AICP SECRETARY 5 PLANNING COMMISSION RESOLUTION NO. 2820 I, Chris Escobedo, Secretary of the City of Palm Desert, hereby certify that Resolution No. 2819 is a full, true, and correct copy, and was duly adopted at a regular meeting of the Planning Commission of the City of Palm Desert on October 18, 2022, by the following vote: AYES: DE LUNA, GREENWOOD, HOLT, and PRADETTO NOES: NONE ABSENT: NONE ABSTAIN: NONE RECUSED: GREGORY IN WITNESS WHEREOF, I have hereunto spt my hand and affixed the official seal of the City of Palm Desert, California, on October, 2022. RICHARD D. CANNONE, AICP SECRETARY 6 PLANOWOMMISSION RESOLUTION NO. 2820 r EXHIBIT A CITY OF PALM DESERT REFUGE SPECIFIC PLAN MITIGATION AND MONITORING PROGRAM Responsible Mitigation Measure Party Timing/Phase Action to Be Taken to Comply BIOLOGICAL RESOURCES BIO.1 Burrowing Owl Surveys Planning & Prior to Study submitted prior to issuance of grading To mitigate potential impacts to burrowing owl, two pre-construction Engineering ground permits or other site-disturbing surveys shall be conducted in accordance with CDFW protocol. The Depts, disturbance. authorizations. first survey shall occur between 14 and 30 days prior to ground Developer disturbance, and the second shall occur within 24 hours of the initiation of ground disturbance activities for any phase of development on the Project site. If no owls are detected during those surveys, ground disturbance may proceed without further consideration of this species, assuming there is no lapse between the surveys and construction, because the protocol states "time lapses between Project activities trigger subsequent take avoidance surveys including but not limited to a final survey conducted within 24 hours prior to ground disturbance." If burrowing owls are detected during the surveys, avoidance and minimization measures shall be required. Avoidance and minimization measures may include establishing a buffer zone, installing a visual barrier, implementing burrow exclusion and/or closure techniques, in conformance with CDFW protocol. BIO.2 Migratory Bird Treaty Act City, Prior to Study submitted prior to issuance of grading If ground disturbance or tree or plant removal is proposed between Developer ground permits or other site-disturbing February 1 st and August 31 st, a qualified biologist shall conduct a disturbance. authorizations. nesting bird survey within 7 to 10 days of initiation of grading onsite, focusing on MBTA covered species. If active nests are reported, then species-specific measures shall be prepared. At a minimum, grading in the vicinity of a nest shall be postponed until the young birds have fledged. For construction that occurs between September 1 st and January 31 st, no pre-removal nesting bird survey is required. In the event active nests are found, exclusionary fencing shall be placed around the nests until such time as nestlings have fledged. Avoidance buffers shall be 100 to 300 feet from the nests of unlisted songbirds, and 500 feet from the nests of birds-of-prey and listed species. 7 PLANNING COMMISSION RESOLUTION NO. 2820 CITY OF PALM DESERT REFUGE SPECIFIC PLAN MITIGATION AND MONITORING PROGRAM Responsible Mitigation Measure Party Timing/Phase Action to Be Taken to Comply CULTURAL AND TRIBAL RESOURCES COLA Archaeological and Tribal Monitoring Planning During any Monitoring Agreement to City prior to Earth-moving activities, including grading, grubbing, trenching, or Department, site grading permits. excavations at the site shall be monitored by a qualified archaeologist Engineering, disturbance. Report of findings 30 days after end of and a Native American monitor. Project grading. Archaeologist If any cultural materials more than 50 years of age are discovered, they shall be recorded and evaluated in the field. The monitors shall be prepared to recover artifacts quickly to avoid construction delays but must have the power to temporarily halt or divert construction equipment to allow for controlled archaeological recovery if a substantial cultural deposit is encountered. The monitors shall determine when excavations have reached sufficient depth to preclude the occurrence of cultural resources, and when monitoring should conclude. If artifacts are discovered, these shall be processed, catalogued, analyzed, and prepared for permanent curation in a repository with permanent retrievable storage that would allow for additional research in the future. GEOLOGY AND SOILS GEO.1 Geotechnical Report Recommendations Project Prior to Submit geotechnical report with final grading The Project design and construction should incorporate the following Engineer,approval of plan. components based on each phase of development's site-specific City Engineer grading geotechnical analysis during the preparation of precise grading plans: permit. a. Earthwork Specifications. All earthwork and grading should be performed in accordance with the applicable requirements of City of Palm Desert, in compliance with all applicable provisions of the 2019 California Building Code (CBC) and in accordance with the recommendations in the Project geotechnical report. b. Site Clearing. Clearing operations should include the removal of all vegetation and any structural features when found. Large 8 PLANWCOMMISSION RESOLUTION NO. 2820 S CITY OF PALM DESERT REFUGE SPECIFIC PLAN MITIGATION AND MONITORING PROGRAM Responsible Mitigation Measure Party Timing/Phase Action to Be Taken to Comply shrubs, when removed, should be grubbed out to include their stumps and major root systems. c. Ground Preparation. All unsuitable surficial materials should be removed down to competent native dune sand deposits. The exposed bottom surface should be scarified to a depth of at least 6 inches, watered as necessary to achieve slightly above optimum moisture conditions, and then recompacted in-place to a minimum relative compaction of 90 percent. d. Shrinkage and Subsidence. The following estimates of shrinkage and subsidence are intended as an aid for project planners in determining the earthwork quantities and should be used with some caution since they are not absolute values. An average shrinkage on the order of about 20 to 22 percent may occur when excavated onsite soils are replaced (removed and recompacted) as properly compacted fill. A subsidence estimated between 0. 2 and 0.22 feet may also be expected when exposed bottom surfaces in removal areas are scarified and re- compacted as recommended herein. Additional recommendations on post-grading considerations, foundations, footings and slabs on-grade design and construction, retaining walls, masonry block walls, exterior concrete flatwork, swimming pool and spa, and preliminary pavement sections should also be followed in the Project design and construction. TRAFFIC AND CIRCULATION TRA.1 The Project proponent shall construct the following Project Gerald Ford: Installation of improvements. improvements: Engineer,Prior to 3. Construct Traffic signal at the intersection of Gerald Ford Drive and City occupancy of Street A/Rembrandt Parkway prior to the occupancy of the first Engineer,PA 1. residential units in Planning Area 1. Project Julie Drive: 4. Construct westbound left turn lane with 150 feet of storage on Proponent Prior to Gerald Ford Drive at Street A/Rembrandt Parkway prior to the occupancy of occupancy of the first residential units in Planning Area 1. any unit in PA 2 through 6. 9 PLANNING COMMISSION RESOLUTION NO. 2820 CITY OF PALM DESERT REFUGE SPECIFIC PLAN MITIGATION AND MONITORING PROGRAM Responsible Mitigation Measure Party Timing/Phase Action to Be Taken to Comply 5. Construct eastbound right turn lane with 150 of storage on Gerald Ford Drive at Street A/Rembrandt Parkway prior to the occupancy of the first residential units in Planning Area 1. 6. Construct Street A as a collector roadway with a 44-foot curb to curb width, with one travel lane southbound, one shared left/through lane, and one right turn lane with 125 feet of storage northbound on Street A at Gerald Ford Drive. 7. Connect to Julie Drive as a collector roadway with a 52-foot curb to curb width prior to occupancy of the first residential units in Planning Areas 2 through 6. 10 City of Palm Desert Page 1 PLANNING COMMISSION CITY OF PALM DESERT, CALIFORNIA MINUTES Pursuant to Assembly Bill 361, this meeting was conducted by teleconference, and there was no in-person public access to the meeting location. 1. CALL TO ORDER A Regular Meeting of the Planning Commission was called to order by Chair DeLuna on Tuesday, October 18, 2022, at 6:00 p.m. 2. ROLL CALL Present: Commissioners John Greenwood, Ron Gregory, Lindsay Holt, Vice-Chair Joseph Pradetto, and Chair Nancy DeLuna. Absent: None. Staff Present: Craig Hayes, Assistant City Attorney, Richard D. Cannone, AICP, Director of Development Services; Rosie Lua, Deputy Director of Development Services; Nick Melloni, Senior Planner; Tim Jonasson, Engineering Consultant; and Monica O’Reilly, Recording Secretary. 3. PLEDGE OF ALLEGIANCE Commissioner Greenwood led the Pledge of Allegiance. 4. NON-AGENDA PUBLIC COMMENT: None. 5. CONSENT CALENDAR: The staff report(s) and Zoom video of the meeting are available on the City’s website. Click on the following link to access: www.cityofpalmdesert.org/our- city/committees-and-commissions/commission-information. Tuesday, October 18, 2022 6:00 p.m. Regular Meeting Planning Commission Minutes October 18, 2022 City of Palm Desert Page 2 A. APPROVAL OF MINUTES RECOMMENDATION: Approve the Minutes of September 6, 2022. MOTION BY COMMISSIONER PRADETTO, SECOND BY COMMISSIONER GREENWOOD, CARRIED 4-0-1 (HOLT ABSTAINING), to approve the Planning Commission Regular Meeting minutes of September 6, 2022. CONSENT ITEMS HELD OVER: None. 6. ACTION CALENDAR None. 7. PUBLIC HEARINGS A. CONSIDERATION TO ADOPT A NOTICE OF EXEMPTION UNDER THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA), AND APPROVAL OF A CONDITIONAL USE PERMIT (CUP) AMENDMENT TO ADD A DISTRIBUTION LICENSE WITHIN AN EXISTING 2,100-SQUARE-FOOT RETAIL CANNABIS BUSINESS LOCATED AT 73345 HIGHWAY 111, SUITE 205 Senior Planner Melloni presented the staff report and responded to Commissioner inquiries. Chair DeLuna opened the Public Hearing. Lakeavia King, Applicant, provided information regarding the filtration system and packaging of the product. There being no others desiring to speak, the Public Hearing was closed. MOTION BY COMMISSIONER GREENWOOD, SECOND BY COMMISSIONER PRADETTO, CARRIED 5-0, to: 1. Adopting a Notice of Exemption in accordance with CEQA. 2. Approving the request to amend CUP 17-0006 to allow on-site distribution for the existing retail cannabis business located at 73345 Highway 111, Suite 205. B. CONSIDERATION OF A RECOMMENDATION TO THE CITY COUNCIL TO ADOPT A MITIGATED NEGATIVE DECLARATION PURSUANT TO CEQA; AND APPROVAL OF A SPECIFIC PLAN, AND TENTATIVE TRACT MAP 38434 TO ESTABLISH OF 969 RESIDENTIAL DWELLING UNITS, AND RELATED IMPROVEMENTS ON A 106.4- ACRE PARCEL LOCATED AT THE SOUTHWEST CORNER OF GERALD FORD DRIVE AND THE EXTENSION OF REMBRANDT PARKWAY Commissioner Gregory announced his recusal, noting that he works for MSA Engineering, which provided engineering services for the project. He left the Zoom meeting at 6:14 p.m. Planning Commission Minutes October 18, 2022 City of Palm Desert Page 3 Senior Planner Melloni narrated a PowerPoint presentation and responded to Commissioner inquiries. Chair DeLuna opened the Public Hearing. Mark Kleiman, Applicant, thanked City staff for the presentation and addressed Commissioner inquiries. City staff responded to an inquiry concerning public transit. Dr. Timothy Steele, a Palm Desert resident, noted his concern about no public transit and schools near the proposed project. Eglert Gutierrez, a Palm Desert resident, noted his concern regarding the loss of privacy and views and an increase in traffic. Tom Jakobsen, a Palm Desert resident, voiced support for the project; however, he had an issue with the traffic study and lack of available public transit in the area. Mr. Kleiman made closing remarks. There being no others desiring to speak, the public comment period was closed. Following Commissioner comments, MOTION BY COMMISSIONER GREENWOOD, SECOND BY COMMISSIONER HOLT, CARRIED 4-0-1 (GREGORY RECUSING), approving Planning Commission Resolution Nos. 2820 and 2821, recommending approval to the City Council to: 1. Adopt a Mitigated Negative Declaration and Mitigation Monitoring Reporting Program. 2. Approve a Specific Plan and a Tentative Tract Map (Case Nos. EA22-0001/SP22- 001/TTM 38434). 3. Add a Condition of Approval to Resolution No. 2821 that the applicant provides an easement for a secondary Fire Department access connecting Street “A” with Street “B” across Lot 340 of the Tentative Tract Map. Commissioner Gregory did not return to the meeting. 8. INFORMATIONAL REPORTS & COMMENTS A. SUMMARY OF CITY COUNCIL ACTIONS Mr. Cannone summarized pertinent City Council actions from the meetings of September 29 and October 13, 2022. Ms. Lua provided an update regarding the DSRT Surf project. B. COMMITTEE MEETING UPDATES 1. Cultural Arts Committee Commissioner Holt stated that she did not attend the meeting. Planning Commission Minutes October 18, 2022 City of Palm Desert Page 4 Chair DeLuna commented that a new art piece was installed in the roundabout at Magnesia Falls Drive. 2. Parks and Recreation Commission Mr. Melloni reported that the Commission heard an update on a policy for a park reservation system, which will proceed to the City Council for approval. C. PLANNING COMMISSIONERS Commissioner Greenwood inquired if there are plans to send Commissions to conferences for continued education. Ms. Lua replied that she would research and report back to the Commission. D. CITY STAFF Ms. Lua mentioned that the Planning Commission meetings would return to the Council Chamber very soon; staff would keep the Commission posted. E. ATTENDANCE REPORT The attendance report was provided with the agenda materials. The Commission took no action on this matter. 9. ADJOURNMENT The Planning Commission adjourned at 7:09 p.m. Respectfully submitted, Monica O’Reilly, Executive Administrative Assistant Recording Secretary ATTEST: Richard Cannone, AICP, Director of Development Services Secretary APPROVED BY THE PLANNING COMMISSION: 11/01/2022 \\srv-fil2k19\groups\Planning\Case Files\SP\Refuge - SP22-0001\CC\SP 22-0001 - Public Hearing Notice (11.2.22).docx CITY OF PALM DESERT PUBLIC HEARING NOTICE CASE NO. SP/EA22-0001/TTM 38434 NOTICE IS HEREBY GIVEN THAT A PUBLIC HEARING WILL BE HELD BEFORE THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, TO CONSIDER A REQUEST BY REFUGE PALM DESERT, LLC, TO ADOPT A MITIGATED NEGATIVE DECLARATION IN ACCORDANCE WITH THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) AND APPROVAL OF A SPECIFIC PLAN, AND APPROVAL OF A TENTATIVE TRACT MAP FOR UP TO 969 DWELLINGS ON A 106.4-ACRE SITE AT THE SOUTHWEST CORNER OF GERALD FORD DRIVE AND REMBRANDT PARKWAY The City of Palm Desert (City), in its capacity as the Lead Agency for this project under the California Environmental Quality Act (CEQA), has determined that any potentially significant impacts can be mitigated to a less than significant level and a Mitigated Negative Declaration has been prepared for this project. PROJECT LOCATION/DESCRIPTION: PROJECT LOCATION: The southwest corner of Gerald Ford Drive and Rembrandt Parkway (APN(s) 694-310-009, 694-310-010, and 694-31-003). PROJECT DESCRIPTION: The project is a Specific Plan, Tentative Tract Map, and Environmental Assessment, generally known as the Refuge Specific Plan, which will establish the long-range planning for a 106.4-acre vacant parcel located at the southwest corner of Gerald Ford Drive and Rembrandt Parkway. This Specific Plan establishes site-specific development standards, object guidelines, and land use regulations within five (5) proposed planning areas on the project site. The project proposes up to 969 residential dwelling units, including a variety of single- and multi-family housing types, residential amenities, open spaces, pedestrian connectors, and vehicle circulation. The Tentative Tract Map will subdivide the property into 339 single-family lots, one condominium lot, and lots for open space and streets. RECOMMENDATION: Planning Commission recommended that the City Council adopt resolutions for the approval of the project, subject to findings and conditions. PUBLIC HEARING: NOTICE IS HEREBY GIVEN that the City Council of the City of Palm Desert, California, will hold a Public Hearing at its meeting on November 17, 2022. The City Council meeting begins at 4:00 p.m. in the Council Chamber located at 73510 Fred Waring Drive, Palm Desert, California. Pursuant to Assembly Bill 361, this meeting may be conducted by teleconference. There will be in-person access to the meeting location. Options for remote participation will be listed on the Posted Agenda for the meeting at: https://www.cityofpalmdesert.org/our-city/mayor-and-city-council-/city-council-meeting- information-center. COMMENT PERIOD: The public comment period for this project is from November 6, 2022, to November 17, 2022. REVIEW OF PROJECT INFORMATION: Information concerning the proposed designation is available for review in the Office of the City Clerk at 73510 Fred Waring Drive, Palm Desert, California, during regular business hours. COMMENT ON THIS APPLICATION: Response to this notice may be made as follows: • Written comments may be submitted to the City Council by letter to the address below or email at CouncilMeetingComments@cityofpalmdesert.org. Transmittal prior to the start of the meeting is required. Any correspondence received during or after the meet ing will be distributed to the City Council as soon as practicable and retained for the official record. Any challenge of the proposed project in court may be limited to raising only those issues raised at the public hearing described in this notice, or in written correspondence delivered to the City Clerk at, or prior, to the public hearing. (Government Code Section 65009[b][2]). Si necesita ayuda con esta notificación por favor llame a la Ciudad de Palm Desert y comuníquese con Gloria Sanchez (760) 346-0611 ext. 354. PUBLISH: DESERT SUN ANTHONY J. MEJIA, MMC, CITY CLERK NOVEMBER 6, 2022 CITY OF PALM DESERT, CALIFORNIA REFUGE PALM DESERT, LLC TEL: 949.954.5966 | FAX: 949.266.9132 17755 Sky Park Circle Suite 101, Irvine, United States SARDA +/-93.171 ACRES (“Project”) | PALM DESERT, CA | COMMUNITY OUTREACH PLAN Mr. Melloni, As you are aware, after following the notification procedures outlined in Palm Desert Municipal Code Section 25.60.160, we hosted a Community Outreach Meeting on Tuesday, August 23, 2022; there were roughly 30 members of the public in attendance. Separately, following the meeting, we have continued to answer questions and make ourselves available by email, cell phone, and the project website. Through the dialogue at our Community Outreach Meeting, and the follow-on conversations and emails, we have learned about the publics’ concerns related to the project. While we anticipated these concerns, and attempted to address them from the outset, we will continue to be responsive to said concerns and do our best to mitigate them through practical development solutions. With that in mind, please let this memorandum serve as our formal written response to staff pursuant to the City of Palm Desert Municipal Code Section 25.60.160 Community Engagement (B)(3)(iv). The following represents the publics’ concerns that have been expressed and our response(s) to the same: I. Additional Traffic: Urban Crossroads was engaged to perform a traffic analysis based on Vehicle Miles Traveled (VMT) as required by the California Environmental Quality Act (CEQA). Additionally, based on consultation with the City of Palm Desert’s Traffic Engineer and approval of a scoping agreement, Urban Crossroads also prepared a focused traffic impact analysis for the Project. Additionally, as mentioned in our Community Outreach Meeting, Refuge Palm Desert (“Refuge”) is seeking density at the lowest densities allowed by the City of Palm Desert General Plan; which significantly limits traffic relative to any other alternative. II. View Shed Maintenance: In anticipation of this concern from residents Refuge has proposed a site plan that incorporates a 45-50’ trail and landscape buffer bordering the existing residential neighborhoods to the east and the south. In addition, the first row of homes adjacent to the landscape buffer will be limited to a single-story height. Lastly, Refuge will work with the landscape architect to choose a plant and tree pallet for the buffer that strikes the proper balance between providing shade and privacy while limiting the amount of visual obstruction. III. Dust Control During Buildout: Refuge will comply with all South Coast Air Quality Management District requirements and follow best practices associated with the same. IV. Access to Project Representative(s): In addition to the Community Outreach Meeting, members of the public have been provided with access to project representatives through direct email addresses, cell phone contact information, and the refugepalmdesert.com website. All inquiries have been, and will continue to be, answered in a timely fashion. Best Regards, Marc Kleiman September 12, 2022 MR. NICK MELLONI Associate Planner City of Palm Desert 73-510 Fred Waring Dr. Palm Desert, CA 92260 Response to Comments California Department of Fish and Wildlife Letter dated October 24, 2022 Comment 1: Assessment of Biological Resources The field assessment for the 106.4-acre Project site, as documented in the Project's Biological Resources Assessment & MSHCP Compliance Report dated March 2022, was conducted on March 7, 2022, between 8:30 and 11:35 am by a single biologist and consisted o f pedestrian transects around the entire Project site. CDFW is concerned that this field assessment, carried out as described in the MND, is inadequate in identifying baseline conditions regarding the presence of special-status species across the entire Project footprint because it did not include assessment within the Project site and was not conducted at the appropriate time of year to detect some special-status species. The City should obtain sufficient information on the baseline conditions for biological resources to assess what changes the Project will make to existing biological resources or determine if these changes are significant. The MND indicates that vegetation communities within the Project site include stabilized and partially stabilized desert dunes, an important habitat type in Coachella Valley that supports a number of specialized and endemic animal and plant species that have adapted to this ecosystem. The Project's field assessment, documented in the Biological Resources Assessment, identified significant accumulations of blowsand (wind-deposited sediments) on the Project site. The Project site, despite being largely surrounded by development, continues to receive aeolian sand from the Whitewater River floodplain area located to the north west. Given the size of the 106.4-acre Project site and the persistence of ecologically important dune habitat onsite, CDFW does not concur with the assumption made in the MND that no significant populations of special- status species should be anticipated onsite due to the site being isolated by surrounding development. CDFW recommends that the City of Palm Desert ensure that a complete inventory of special-status species and suitable habitat is conducted across the entire Project site to identify potentially significant impacts to biological resources; inform appropriate avoidance, minimization, and mitigation measures; and substantiate the City's determination that the Project's impacts to biological resources are less than significant. The MND identifies 32 special-status species that have the potential to occur onsite. To adequately identify baseline conditions for biological resources at the Project site, the MND needs to be updated to include a complete assessment of the flora and fauna within and adjacent to the Project footprint, with particular emphasis on identifying rare, threatened, endangered, and other special-status species. CDFW recommends that the City of Palm Desert revise the MND to include findings from the following assessment of biological resources: A complete, recent inventory of rare, threatened, endangered, and other sensitive species located within the Project footprint and within offsite areas with the potential to be affected, including California Species of Special Concern (CSSC) and California Fully Protected Species (Fish and Game Code § 3511). Species to be addressed should include all those which meet the CEQA definition (CEQA Guidelines§ 15380). The inventory should address seasonal variations in use of the Project area and should not be limited to resident species. Focused species-specific surveys, completed by a CVMSHCP Acceptable Biologist and conducted at the appropriate time of year and time of day when the sensitive species are active or otherwise identifiable, are requ ired. Acceptable species-specific survey procedures should be developed in consultation with CDFW and the U.S. Fish and Wildlife Service, where necessary. Note that CDFW generally considers biological field assessments for wildlife to be valid for a one-year period, and assessments for rare plants may be considered valid for a period of up to three years. Some aspects of the proposed Project may warrant periodic updated surveys for certain sensitive taxa, particularly if the Project is proposed to occur over a protracted time frame, or in phases, or if surveys are completed during periods of drought. The inventory of special-status plants should include a thorough floristic-based assessment of special status plants and natural communities. See the "Special -Status Plants" section further below. The MND identifies 32 special-status species that have the potential to occur onsite, including 13 plant species, two insects, and one mammal that are not Covered Species under the CVMSHCP. CDFW recommends that the MND is revised to discuss Project impacts to all special-status species that are detected within the Project site based on a complete inventory of biological resources, including both Covered Species and non- covered species under the CVMSHCP. For any special-status species identified onsite that are not Covered Species under the CVMSHCP, the MND should be revised to discuss how impacts to these species will be avoided and minimized and how any unavoidable impacts will be mitigated to a level that is less th an significant. For Covered Species under the CVMSHCP, the MND needs to include an assessment of the impacts to the CVMSHCP as a result of this Project, and the City of Palm Desert needs to demonstrate that proposed actions are consistent with the CVMSHCP (see "CVMSHCP Implementation" section below). Absent a complete inventory of special-status species as described above, the City may not be able to determine if the Project's impacts to biological resources are less than significant. If the City of Palm Desert forgoes the recommended complete inventory of biological resources and analysis of potentially significant impacts in a revised MND, CDFW recommends that the following mitigation measure be added to a revised MND: Mitigation Measure [X]: Assessment of Biological Resources Prior to construction or issuance of a grading permit, the Project applicant will submit to the City and CDFW the results of an assessment of biological resources as described below: A complete, recent inventory of rare, threatened, endangered, and other sensitive species located within the Project footprint and within offsite areas with the potential to be affected, including California Species of Special Concern (CSSC) and California Fully Protected Sp ecies (Fish and Game Code§ 3511). Species to be addressed should include all those which meet the CEQA definition (CEQA Guidelines§ 15380). The inventory shall address seasonal variations in use of the Project area and shall not be limited to resident spec ies. Focused species-specific surveys, completed by a CVMSHCP Acceptable Biologist and conducted at the appropriate time of year and time of day when the sensitive species are active or otherwise identifiable, are required. Acceptable species-specific survey procedures should be developed in consultation with CDFW and the U.S. Fish and Wildlife Service, where necessary. If any rare, threatened, endangered, and other sensitive species are observed within the Project footprint, the Project applicant will prepare a report for review and approval by the City of Palm Desert and CDFW detailing both actions to avoid and minimize impacts to the species and a mitigation strategy for all unavoidable impacts to these species that reduces Project impacts to a level that is less than significant. Response 1: The commenter is incorrect. The biological resource site survey was conducted throughout the site, not around it. The biologist walked transects for a period of 3 hours, which is more than sufficient to assess the site in its entirety. The site survey was conducted in March, which is prime season for plants in the Coachella Valley. Therefore, if endangered plants not covered by the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) were on the site, they would have been identified during the survey. They were not. The biological assessment correctly assesses that the site has both an accumulation of blow sand, and is isolated by surrounding development on both sides. Although the site may at one ti me have received significant blow sand, two facts are now clear: 1) the site is isolated and receives only a fraction of the blow sand needed for ecological preservation, and 2) the site is covered by the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP), and blow sand habitat is protected in specific locations in the Plan, but not on the project site. Therefore, the biological resource analysis was conducted correctly. The inventory of species was conducted at the same time as the repo rt was prepared, in March of 2022. It is therefore current and does not require updating. Further, as regards plants, and as the commenter is aware, there is no protection in law for species other than those that are listed as endangered by either the State or federal government. There is no need for focused plant surveys, because the biological survey was conducted during the Spring, and no species were identified. Finally, as stated in the biological resources survey, the isolation of the site eliminates the potential for any significant population of plants to be self -sustaining on the site. As regards impacts to CVMSHCP covered species, the MND correctly identifies that the site is in the mitigation fee area of the Plan, that the project will be require d to pay CVMSHCP fees, and that those fees are designed to reduce project impacts to less than significant levels. No further discussion is required. For all the reasons described above, there is no need for the mitigation measure provided by the commenter. The assessment was performed correctly, identified species correctly, assessed the potential impacts correctly, and does not require any changes or additions. Comment 2: Special-Status Plants The MND identifies 18 special-status plant species that have the potential to occur onsite, including 13 plants that are not Covered Species under the CVMSHCP. Of these non-CVMSHCP covered, special-status species, flat-seeded spurge (Euphorbia platysperma) has a California Native Plant Society (CNPS) Rare Plant Rank 1B and is identified as having a high potential to occur onsite. Additionally, CNPS Rare Plant Rank 2B plants identified as having a moderate to high potential to occur onsite include gravel milk-vetch (Astragalus sabulonum), Abram's spurge (Euphorbia abramsiana), Arizona spurge (Euphorbia arizonica), and slender cottonheads (Nemacaulis denudate var. graci/is). The California Rare Plant Rank 1B indicates plants that are rare, threatened, or endangered in California and elsew here, and California Rare Plant Rank 28 indicates plants that are rare, threatened, or endangered in California but more common elsewhere. Impacts to these species must be analyzed during preparation of environmental documents relating to CEQA because they meet the definition of rare or endangered under CEQA Guidelines §15125 (c) and/or §15380. Also, Coachella Valley milk-vetch (Astragalus /entiginosus var. coachellae) is a federally endangered, CVMSHCP Covered Species identified as having a high potential to occur onsite. The MND lacks a complete inventory of rare, threatened, endangered, and other sensitive plant species (see "Assessment of Biological Resources" section above). The City should have a complete inventory of special-status plant species within the Project site to analyze the Project's impacts to these plant species; evaluate if avoidance, minimization, and mitigation measures are appropriate; or determine if impacts are less than significant. To determine the Project's impacts on special-status plants and natural communities, CDFW recommends that a thorough, recent, floristic-based assessment of special-status plants is completed at the appropriate time(s) of year before the City of Palm Desert adopts the MND. The results of this assessment sh ould be included in a revised MND. If any rare, threatened, endangered, or other sensitive plant species or natural communities are located within the Project site, CDFW recommends that the MND is revised to include appropriate avoidance, minimization, and mitigation measures. CDFW recommends that the City of Palm Desert include in a revised MND Mitigation Measure 8IO-(Y]: Special-Status Plant Species: Mitigation Measure 8IO-[Y]: Special-Status Plant Species A thorough floristic-based assessment of special status plants and natural communities, following CDFW's Protocols for Surveying and Evaluating Impacts to Special Status Native Plant Populations and Natural Communities (CDFW 2018 or most recent version) shall be performed by a qualified biologist at the appropriate time(s) of year and prior to commencing Project activities. Should any special status plants or natural communities be present in the Project area, a qualified restoration specialist shall assess whether perennial species may be successfully transplanted to an appropriate natural site. If successful transplantation of perennial species is determined by a qualified restoration specialist, a receiver site shall be identified, and transplantation shall occur at the appropriate time of year. Addi tionally, the qualified restoration specialist shall perform seed collection and dispersal from special status annual plant species to a natural site as a conservation strategy to minimize Project impacts. If these measures are implemented, monitoring of plant populations shall be conducted annually for 5 years to assess the mitigation's effectiveness. The performance standard for mitigation shall be no net reduction in the size or viability of the local population. Response 2: See Response 1 above. The inventory of species was conducted at the same time as the report was prepared, in March of 2022. It is therefore current and does not require updating. Further, as regards plants, and as the commenter is aware, there is no protection in law for species other than those that are listed as endangered by either the State or federal government. There is no need for focused plant surveys, because the biological survey was conducted during the Spring, and no species were identified. Finally, as stated in the biological resources survey, the isolation of the site eliminates the potential for any significant population of plants to be self-sustaining on the site. Finally, the project will be required to pay CVMSHCP fees, which are expressl y designed to mitigate for the presence of covered species. The Initial Study correctly analyzed the impacts to plants, and no additional mitigation measures are required. Comment 3: CVMSHCP Implementation Within the Inland Deserts Region, CDFW issued Natural Community Conservation Plan Approval and Take Authorization for the CVMSHCP per Section 2800, et seq., of the California Fish and Game Code on September 9, 2008. The CVMSHCP establishes a multiple species conservation program to minimize and mitigate habitat loss and provides for the incidental take of covered species in association with activities covered under the permit. Compliance with approved habitat plans, such as the CVMSHCP, is discussed in CEQA. Specifically, Section 15125(d) of the CEQA Guidelines requires that the CEQA document discuss any inconsistencies between a proposed Project and applicable general plans and regional plans, including habitat conservation plans and natural community conservation plans. An assessment of the impacts to the CVMSHCP as a result of this Project is necessary to address CEQA requirements. To obtain additional information regarding the CVMSHCP please go to: http://www.cvmshcp.org/. The proposed Project occurs within the CVMSHCP Plan Area, is not located within a Conservation Area, and is subject to the provisions and policies of the CVMSHCP. To be considered a covered activity, Permittees need to demonstrate that proposed actions are consistent with the CVMSHCP and its associated Implementing Agreement. Regardless of whether take of threatened and/or endangered species is obtained through the CVMSHCP or through a CESA ITP, the MND needs to address how the proposed Project will affect the conservation objectives of the CVMSHCP. Therefore, all surveys required by the CVMSHCP to determine consistency should be conducted and results included in the MND to adequately assess how the Project will impact the CVMSHCP. Among other obligations under the CVMSHCP, the City of Palm Desert's is required to collect Local Development Mitigation Fees and transmit them to the Coachella Valley Conservation Commission. CDFW recommends that that following mitigation measure is added to a revised MND. Mitigation Measure 810-[Z]: CVMSHCP Compliance Prior to construction and issuance of any grading permit, the City of Palm Desert shall ensure compliance with the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) and its associated Implementing Agreement and shall ensure the collection of payment of the CVMSHCP Local Development Mitigation Fee. Response 3: The comment is noted. However, as allowed under CEQA, requirements of law are not mitigation measures, and are assumed to be implemented . Because the payment of the CVMSHCP fee is a requirement of the City, as stated in the Initial Study, its payment will reduce impacts to less than significant levels, and no mitigation measure is required. Comment 4: Burrowing Owl (Athene cunicularia) Burrowing owl is a California Species of Special Concern. Take of individual burrowing owls and their nests is defined by Fish and Game Code section 86, and prohibited by sections 3503, 3503.5, and 3513. Fish and Game Code section 3513 makes it unlawful to take or possess any migratory nongame bird except as provided by rules and regulations adopted by the Secretary of the Interior under provisions of the Migratory Bird Treaty Act of 1918, as amended (16 U.S.C. § 703 et seq.). Burrowing owl is a Covered Species under the CVMSHCP, which requires that avoidance and minimization measures be implemented for this species. The MND indicates that the Project site includes suitable habitat for burrowing owl and that burrowing owls have the potential to occur onsite. CDFW is concerned that the field assessment conducted on March 7, 2022, was inadequate to detect presence of burrowing owls because it did not include assessment of the Project site (see" Assessment of Biological Resources" section above). CDFW recommends that the City of Palms Springs follow the recommendations and guidelines provided in the Staff Report on Burrowing Owl Mitigation (Department of Fish and Game, March 2012 or most recent version); available for download from CDFW's website: https://www.wildlife.ca.gov/conservation/survey-protocols. The Staff Report on Burrowing Owl Mitigation specifies that project impact evaluations include the following steps: (1) habitat assessment, (2) surveys, and (3) an impact assessment. The three progressive steps are effective in evaluating whether a project will result in impacts to burrowing owls, and the information gained from the steps will inform any subsequent avoidance and minimization measures. Habitat assessments are conducted to evaluate the likelihood that a site supports burrowing owl. Burrowing owl surveys provide information needed to determine the potential effects of proposed projects and activities on burrowing owls, and to avoid take in accordance with Fish and Game Code sections 86, 3503, and 3503.5. Impact assessments evaluate the extent to which burrowing owls and their habitat may be impacted, directly or indirectly, on and w ithin a reasonable distance of a proposed CEQA project activity. CDFW generally considers biological field assessments for wildlife to be valid for a one-year period. CDFW recommends that the City include in a revised MND the findings of burrowing owl foc used surveys, and, if needed, an impact assessment. This information helps inform appropriate avoidance and minimization measures for burrowing owls, substantiates a determination that impacts may be less than significant, and helps the Project applicant i n avoiding the take of individual burrowing owls and their nests as prohibited by law. Accordingly, CDFW recommends that the City include in a revised MND the following revisions to Mitigation Measure BIO -1, with removals in strikethrough and additions in bold: Mitigation Measure BIO-1: Burrowing Owls To mitigate potential impacts to burrowing owl, two pre-construction surveys shall be conducted in accordance with CDFW protocol. The first survey shall occur between 14 and 30 days prior to ground disturbance, and the second shall occur within 24 hours of the initiation of ground disturbance activities for any phase of development on the Project site. • If no owls are detected during those surveys, ground disturbance may proceed without further consideration of this species, assuming there is no lapse between the surveys and construction, because the protocol states “time lapses between Project activities trigger subsequent take avoidance surveys including but not limited to a final survey conducted within 24 hours prior to ground disturbance.” • If burrowing owls are detected during the surveys, avoidance and minimization measures shall be required. Avoidance and minimization measures may include establishing a buffer zone, installing a visual barrier, implementing burrow exclusion and/or closure techniques, in conformance with CDFW protocol. Suitable burrowing owl habitat has. been confirmed on the site; therefore, focused burrowing owl surveys shall be conducted in accordance with the Staff Report on Burrowing Owl Mitigation (California Department of Fish and Game 2012 or most recent version). If burrowing owls are detected during the focused surveys, the qualified biologist and Project Applicant shall prepare a Burrowing Owl Plan that shall be submitted to CDFW for review and approval prior to commencing Project activities. The Burrowing Owl Plan shall describe proposed avoidance, monitoring, relocation, minimization, and/or mitigation actions. The Burrowing Owl Plan shall include the number and location off occupied burrow sites, acres of burrowing owl habitat that will be impacted, details of site monitoring, and details on proposed buffers and other avoidance measures if avoidance is proposed. If impacts to occupied burrowing owl habitat or burrow cannot be avoided, the Burrowing Owl Plan shall also describe the avoidance and minimization actions that will be implemented. Proposed implementation of burrow exclusion and closure should only be considered as a last resort, after all other options have been evaluated as exclusion is not in itself an avoidance, minimization, or mitigation method and has the possibility to result in take. If impacts to occupied burrows cannot be avoided, information shall be provided regarding adjacent or nearby suita ble habitat available to owls. If no suitable habitat is available nearby, details regarding the creation and funding of artificial burrows (numbers, location, and type of burrows) and management activities for relocated owls shall also be included in the Burrowing Owl Plan. The Permittee shall implement the Burrowing Owl Plan following CDFW review and approval. Preconstruction burrowing owl surveys shall be conducted no less than 14 days prior to the start of Project-related activities and within 24 hours prior to ground disturbance, in accordance with the Staff Report on Burrowing Owl Mitigation (2012 or most recent version). Preconstruction surveys should be performed by a qualified biologist following the recommendations and guidelines provided in the Staff Report on Burrowing Owl Mitigation. If the preconstruction surveys confirm occupied burrowing owl habitat, Project activities shall be immediately halted. The qualified biologist shall coordinate with CDFW and USFWS to conduct an impact assessment to develop avoidance and minimization measures to be approved by CDFW prior to commencing Project activities. Response 4: The comment is noted. The mitigation measure as written calls for pre-construction surveys in accordance with CDFW protocol. That clearly states that the CDFW requirements must be followed. It is not necessary, however, to list all of the protocol’s performance standards in the mitigation measure. On the contrary, by using the general terminology, the mitigation measure as written allows for changes to the protocol, and requires that the project implement those changes. For those reasons, no change to the mitigation measure is necessary. Comment 5: Nesting Bird Protection It is the Project proponent's responsibility to comply with all applicable laws related to nesting birds and birds of prey. Fish and Game Code sections 3503, 3503.5, and 3513 afford protective measures as follows: section 3503 states that it is unlawful to take, possess, or needlessly destroy the nest or eggs of any bird, except as otherwise provided by Fish and Game Code or any regulation made pursuant thereto. Fish and Game Code section 3503.5 makes it unlawful to take, possess, or destroy any birds in the orders Falconiformes or Strigiformes (birds-of-prey) or to take, possess, or destroy the nest or eggs of any such bird except as otherwise provided by Fish and Game Code or any regulation adopted pursuant thereto. Fish and Game Code section 3513 makes it unlawful to take or possess any migratory nongame bird except as provided by rules and regulations adopted by the Secretary of the Interior under provisions of the Migratory Bird Treaty Act of 1918, as amended (16 U.S.C. § 703 et seq.). The MND indicates that the Project site has the potential to support nesting birds. Although the MND includes Mitigation Measure BIO-2 for nesting birds, the timing and scope are insufficient. CDFW recommends that disturbance of occupied nests of migratory birds and raptors within the Project site be avoided any time birds are nesting onsite. Preconstruction nesting bird surveys shall be performed within 3 days prior to Project activities to determine the presence and location of nesting birds. CDFW recommends that the City of Palm Desert include in a revised MND the following revisions to Mitigation Measure BIO-2, with additions in bold and removals in striketl=tro1,1!Jh: Mitigation Measure BIO-2: Migratory Bird Treaty Avoidance of Nesting Birds If ground disturbance or tree or plant removal is proposed between February 1st and August 31st, a qualified biologist shall conduct a nesting bird survey within 7 to 10 days of initiation of grading onsite, focusing on MBTA covered species. If active nests a re reported, then species- specific measures shall be prepared. At a minimum, grading in the vicinity of a nest shall be postponed until the young birds have fledged. For construction that occurs between September 1st and January 31st, no pre-removal nesting bird survey is required. • In the event active nests are found, exclusionary fencing shall be placed around the nests until such time as nestlings have fledged. Avoidance buffers shall be 100 to 300 feet from the nests of unlisted songbirds, and 500 feet f rom the nests of birds-of-prey and listed species. Nesting bird surveys shall be performed by a qualified avian biologist no more than 3 days prior to vegetation removal or ground-disturbing activities. Pre-construction surveys shall focus on both direct and indirect evidence of nesting, including nest locations and nesting behavior. The qualified avian biologist will make every effort to avoid potential nest predation as a result of survey and monitoring efforts. If active nests are found during the pre-construction nesting bird surveys, a qualified biologist shall establish an appropriate nest buffer to be marked on the ground. Nest buffers are species specific and shall be at least 300 feet for passerines and 500 feet for raptors. A smaller or larger buffer may be determined by the qualified biologist familiar with the nesting phenology of the nesting species and based on nest and buffer monitoring results. Established buffers shall remain on site until a qualified biologist determines the young have fledged or the nest is no longer active. Active nests and adequacy of the established buffer distance shall be monitored daily by the qualified biologist until the qualified biologist has determined the young have fledged or the Project has been completed. Th e qualified biologist has the authority to stop work if nesting pairs exhibit signs of disturbance. Response 5: The comment is noted. However, the commenter appears to imply that birds may nest on the site outside of the established nesting period, without evidence. The City’s responsibility is to assure that the MBTA is implemented, and that birds covered by it be protected. The Initial Study mitigates impacts to MBTA covered species to less than significant levels as written. The mitigation measure, and the Initial Study, correctly protects nesting birds, and does not require amendment. Comment 6: Crotch Bumble Bee (Bombus crotchii) On September 30, 2022, Crotch bumble bee was reinstated to candidate status under the California Endangered Species Act (CESA) by the California Fish and Game Commission. As a candidate species, Crotch bumble bee receives the same legal protection afforded to endangered or threatened species (Fish & G. Code, §§ 2074.2 & 2085). The MND indicates that Crotch bumble bee is a special-status species that is not federally or state listed as endangered or threatened. Please revise the MND to reflect the current status of Crotch bumble bee as a candidate species under CESA. Species-specific surveys for Crotch bumble bee should be in cluded in the inventory of special-status species as discussed in the "Assessment of Biological Resources" section above. Response 6: Please see Response 1. The biological resources survey and report, and the Initial Study, correctly analyzed conditions on the site. The Crotch’s bumble bee has the potential to occur, was not identified, and would not be expected to persist on the site because of its isolated status. No population occurs on the site, and it does not migrate and would not occur on the site. No further analysis is required. A Appendix A CalEEMOD Air Quality and GHG Modeling (Available on City website) Refuge Palm Desert Salton Sea Air Basin, Annual Project Characteristics - Specific Plan allowing up to 969 single and multi-family dwelling units. Land Use - 571 apartments = PA 1 and 2; 248 SFH = PA 3 and 5; 150 Condo/rec amenities = PA 4 and 6; Other asphalt surface assumption for internal roadways. Population assumption 2.06 persons per household per Dept of Finance Table E-5 2021. Construction Phase - PA development will be phased, however assumes 6 year buildout of Specific Plan area as a whole for analysis purposes. Grading - Assumes grading for all planning areas. On-road Fugitive Dust - All roads are paved accessing the project site. Vehicle Trips - Weekday trip rates based on Traffic Analysis Scoping Agreement. Road Dust - All roads are or will be paved. Construction Off-road Equipment Mitigation - Assumes standard dust control measures required by City/SCAQMD. 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Apartments Low Rise 571.00 Dwelling Unit 28.40 571,000.00 1177 Single Family Housing 248.00 Dwelling Unit 49.60 446,400.00 511 Condo/Townhouse 150.00 Dwelling Unit 20.60 150,000.00 309 Other Asphalt Surfaces 7.80 Acre 7.80 339,768.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 10 Wind Speed (m/s)Precipitation Freq (Days)3.4 20 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2024Operational Year CO2 Intensity (lb/MWhr) 390.98 0.033CH4 Intensity (lb/MWhr) 0.004N2O Intensity (lb/MWhr) CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 1 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Table Name Column Name Default Value New Value tblConstructionPhase NumDays 220.00 1,044.00 tblConstructionPhase NumDays 3,100.00 1,100.00 tblConstructionPhase PhaseEndDate 5/25/2038 6/1/2028 tblConstructionPhase PhaseEndDate 9/16/2036 4/11/2028 tblConstructionPhase PhaseEndDate 10/29/2024 1/23/2024 tblConstructionPhase PhaseEndDate 7/21/2037 11/26/2024 tblConstructionPhase PhaseEndDate 8/22/2023 11/15/2022 tblConstructionPhase PhaseStartDate 7/22/2037 6/1/2024 tblConstructionPhase PhaseStartDate 10/30/2024 1/24/2024 tblConstructionPhase PhaseStartDate 8/23/2023 11/16/2022 tblConstructionPhase PhaseStartDate 9/17/2036 1/24/2024 tblConstructionPhase PhaseStartDate 3/8/2023 6/1/2022 tblGrading AcresOfGrading 930.00 106.40 tblGrading MaterialExported 0.00 48,362.00 tblLandUse LotAcreage 35.69 28.40 tblLandUse LotAcreage 80.52 49.60 tblLandUse LotAcreage 9.38 20.60 tblLandUse Population 1,844.00 1,177.00 tblLandUse Population 801.00 511.00 tblLandUse Population 485.00 309.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust VendorPercentPave 50.00 100.00 tblOnRoadDust VendorPercentPave 50.00 100.00 tblOnRoadDust VendorPercentPave 50.00 100.00 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 2 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.0 Emissions Summary tblOnRoadDust VendorPercentPave 50.00 100.00 tblOnRoadDust VendorPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblRoadDust RoadPercentPave 50 100 tblVehicleTrips WD_TR 7.32 6.74 tblVehicleTrips WD_TR 7.32 7.20 tblVehicleTrips WD_TR 9.44 9.43 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 3 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.1 Overall Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr 2022 0.2564 2.6704 1.7148 3.5900e- 003 1.3573 0.1243 1.4815 0.6722 0.1143 0.7865 0.0000 317.5840 317.5840 0.0944 3.0600e- 003 320.8554 2023 0.4470 4.7589 3.7971 9.6300e- 003 0.9096 0.1884 1.0980 0.4549 0.1734 0.6284 0.0000 858.6345 858.6345 0.2307 0.0214 870.7811 2024 1.7889 3.8871 7.0817 0.0167 1.0820 0.1513 1.2334 0.2946 0.1413 0.4359 0.0000 1,510.655 4 1,510.655 4 0.1755 0.0581 1,532.364 4 2025 2.4349 2.6160 5.5605 0.0147 1.0753 0.0845 1.1598 0.2879 0.0799 0.3677 0.0000 1,332.893 2 1,332.893 2 0.0942 0.0591 1,352.849 1 2026 2.4112 2.5881 5.3587 0.0144 1.0753 0.0842 1.1595 0.2878 0.0796 0.3675 0.0000 1,305.166 3 1,305.166 3 0.0924 0.0569 1,324.434 2 2027 2.3900 2.5637 5.1865 0.0141 1.0753 0.0839 1.1592 0.2878 0.0793 0.3672 0.0000 1,279.534 9 1,279.534 9 0.0908 0.0549 1,298.174 0 2028 0.9258 0.7266 1.4816 4.0400e- 003 0.3196 0.0241 0.3437 0.0855 0.0228 0.1083 0.0000 366.7627 366.7627 0.0253 0.0151 371.8813 Maximum 2.4349 4.7589 7.0817 0.0167 1.3573 0.1884 1.4815 0.6722 0.1734 0.7865 0.0000 1,510.655 4 1,510.655 4 0.2307 0.0591 1,532.364 4 Unmitigated Construction CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 4 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.1 Overall Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr 2022 0.2564 2.6704 1.7148 3.5900e- 003 0.6203 0.1243 0.7445 0.3050 0.1143 0.4194 0.0000 317.5837 317.5837 0.0944 3.0600e- 003 320.8550 2023 0.4470 4.7589 3.7970 9.6300e- 003 0.4454 0.1884 0.6337 0.2145 0.1734 0.3879 0.0000 858.6337 858.6337 0.2307 0.0214 870.7802 2024 1.7889 3.8871 7.0817 0.0167 1.0202 0.1513 1.1715 0.2754 0.1413 0.4167 0.0000 1,510.654 7 1,510.654 7 0.1755 0.0581 1,532.363 7 2025 2.4349 2.6160 5.5605 0.0147 1.0753 0.0845 1.1598 0.2879 0.0799 0.3677 0.0000 1,332.892 8 1,332.892 8 0.0942 0.0591 1,352.848 7 2026 2.4112 2.5881 5.3587 0.0144 1.0753 0.0842 1.1595 0.2878 0.0796 0.3675 0.0000 1,305.165 9 1,305.165 9 0.0924 0.0569 1,324.433 8 2027 2.3900 2.5637 5.1865 0.0141 1.0753 0.0839 1.1592 0.2878 0.0793 0.3672 0.0000 1,279.534 5 1,279.534 5 0.0908 0.0549 1,298.173 6 2028 0.9258 0.7266 1.4816 4.0400e- 003 0.3196 0.0241 0.3437 0.0855 0.0228 0.1083 0.0000 366.7626 366.7626 0.0253 0.0151 371.8812 Maximum 2.4349 4.7589 7.0817 0.0167 1.0753 0.1884 1.1715 0.3050 0.1734 0.4194 0.0000 1,510.654 7 1,510.654 7 0.2307 0.0591 1,532.363 7 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 18.32 0.00 16.54 26.44 0.00 20.47 0.00 0.00 0.00 0.00 0.00 0.00 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter)Maximum Mitigated ROG + NOX (tons/quarter) 1 6-1-2022 8-31-2022 1.1955 1.1955 2 9-1-2022 11-30-2022 1.2293 1.2293 3 12-1-2022 2-28-2023 1.3448 1.3448 4 3-1-2023 5-31-2023 1.3139 1.3139 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 5 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 5 6-1-2023 8-31-2023 1.3123 1.3123 6 9-1-2023 11-30-2023 1.3012 1.3012 7 12-1-2023 2-29-2024 1.2132 1.2132 8 3-1-2024 5-31-2024 1.1468 1.1468 9 6-1-2024 8-31-2024 1.6904 1.6904 10 9-1-2024 11-30-2024 1.6471 1.6471 11 12-1-2024 2-28-2025 1.2623 1.2623 12 3-1-2025 5-31-2025 1.2804 1.2804 13 6-1-2025 8-31-2025 1.2846 1.2846 14 9-1-2025 11-30-2025 1.2625 1.2625 15 12-1-2025 2-28-2026 1.2365 1.2365 16 3-1-2026 5-31-2026 1.2667 1.2667 17 6-1-2026 8-31-2026 1.2703 1.2703 18 9-1-2026 11-30-2026 1.2494 1.2494 19 12-1-2026 2-28-2027 1.2250 1.2250 20 3-1-2027 5-31-2027 1.2545 1.2545 21 6-1-2027 8-31-2027 1.2576 1.2576 22 9-1-2027 11-30-2027 1.2378 1.2378 23 12-1-2027 2-29-2028 1.2287 1.2287 24 3-1-2028 5-31-2028 0.8543 0.8543 25 6-1-2028 8-31-2028 0.0058 0.0058 Highest 1.6904 1.6904 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 6 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Area 5.5371 0.1005 7.1995 4.9000e- 004 0.0413 0.0413 0.0413 0.0413 0.0000 32.2248 32.2248 0.0117 3.8000e- 004 32.6284 Energy 0.1015 0.8671 0.3690 5.5300e- 003 0.0701 0.0701 0.0701 0.0701 0.0000 1,909.027 0 1,909.027 0 0.0956 0.0277 1,919.662 3 Mobile 3.4363 4.3190 28.0843 0.0609 6.2163 0.0480 6.2643 1.6593 0.0450 1.7042 0.0000 5,623.672 3 5,623.672 3 0.3144 0.3006 5,721.116 5 Waste 0.0000 0.0000 0.0000 0.0000 109.8526 0.0000 109.8526 6.4921 0.0000 272.1552 Water 0.0000 0.0000 0.0000 0.0000 20.0296 224.2129 244.2425 2.0762 0.0509 311.3055 Total 9.0748 5.2866 35.6528 0.0669 6.2163 0.1594 6.3757 1.6593 0.1564 1.8156 129.8822 7,789.137 1 7,919.019 3 8.9899 0.3795 8,256.867 9 Unmitigated Operational CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 7 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Area 5.5371 0.1005 7.1995 4.9000e- 004 0.0413 0.0413 0.0413 0.0413 0.0000 32.2248 32.2248 0.0117 3.8000e- 004 32.6284 Energy 0.1015 0.8671 0.3690 5.5300e- 003 0.0701 0.0701 0.0701 0.0701 0.0000 1,909.027 0 1,909.027 0 0.0956 0.0277 1,919.662 3 Mobile 3.4363 4.3190 28.0843 0.0609 6.2163 0.0480 6.2643 1.6593 0.0450 1.7042 0.0000 5,623.672 3 5,623.672 3 0.3144 0.3006 5,721.116 5 Waste 0.0000 0.0000 0.0000 0.0000 109.8526 0.0000 109.8526 6.4921 0.0000 272.1552 Water 0.0000 0.0000 0.0000 0.0000 20.0296 224.2129 244.2425 2.0762 0.0509 311.3055 Total 9.0748 5.2866 35.6528 0.0669 6.2163 0.1594 6.3757 1.6593 0.1564 1.8156 129.8822 7,789.137 1 7,919.019 3 8.9899 0.3795 8,256.867 9 Mitigated Operational 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Site Preparation Site Preparation 6/1/2022 11/15/2022 5 120 2 Grading Grading 11/16/2022 1/23/2024 5 310 3 Building Construction Building Construction 1/24/2024 4/11/2028 5 1100 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 8 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 4 Paving Paving 1/24/2024 11/26/2024 5 220 5 Architectural Coating Architectural Coating 6/1/2024 6/1/2028 5 1044 OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Architectural Coating Air Compressors 1 6.00 78 0.48 Building Construction Cranes 1 7.00 231 0.29 Grading Excavators 2 8.00 158 0.38 Building Construction Forklifts 3 8.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Grading Graders 1 8.00 187 0.41 Paving Pavers 2 8.00 130 0.42 Paving Paving Equipment 2 8.00 132 0.36 Paving Rollers 2 8.00 80 0.38 Grading Rubber Tired Dozers 1 8.00 247 0.40 Site Preparation Rubber Tired Dozers 3 8.00 247 0.40 Grading Scrapers 2 8.00 367 0.48 Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37 Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Building Construction Welders 1 8.00 46 0.45 Trips and VMT Residential Indoor: 2,363,985; Residential Outdoor: 787,995; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 20,386 (Architectural Coating – sqft) Acres of Grading (Site Preparation Phase): 180 Acres of Grading (Grading Phase): 106.4 Acres of Paving: 7.8 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 9 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.2 Site Preparation - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 1.1794 0.0000 1.1794 0.6062 0.0000 0.6062 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1902 1.9850 1.1819 2.2800e- 003 0.0968 0.0968 0.0890 0.0890 0.0000 200.6363 200.6363 0.0649 0.0000 202.2586 Total 0.1902 1.9850 1.1819 2.2800e- 003 1.1794 0.0968 1.2762 0.6062 0.0890 0.6952 0.0000 200.6363 200.6363 0.0649 0.0000 202.2586 Unmitigated Construction On-Site 3.1 Mitigation Measures Construction Use Soil Stabilizer Water Exposed Area Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Site Preparation 7 18.00 0.00 0.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 6,045.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 751.00 159.00 0.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 150.00 0.00 0.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 10 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.2 Site Preparation - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 4.1300e- 003 2.7600e- 003 0.0336 8.0000e- 005 8.9300e- 003 5.0000e- 005 8.9800e- 003 2.3700e- 003 4.0000e- 005 2.4100e- 003 0.0000 7.2257 7.2257 2.4000e- 004 2.3000e- 004 7.2997 Total 4.1300e- 003 2.7600e- 003 0.0336 8.0000e- 005 8.9300e- 003 5.0000e- 005 8.9800e- 003 2.3700e- 003 4.0000e- 005 2.4100e- 003 0.0000 7.2257 7.2257 2.4000e- 004 2.3000e- 004 7.2997 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.5307 0.0000 0.5307 0.2728 0.0000 0.2728 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1902 1.9850 1.1819 2.2800e- 003 0.0968 0.0968 0.0890 0.0890 0.0000 200.6361 200.6361 0.0649 0.0000 202.2584 Total 0.1902 1.9850 1.1819 2.2800e- 003 0.5307 0.0968 0.6275 0.2728 0.0890 0.3618 0.0000 200.6361 200.6361 0.0649 0.0000 202.2584 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 11 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.2 Site Preparation - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 4.1300e- 003 2.7600e- 003 0.0336 8.0000e- 005 8.9300e- 003 5.0000e- 005 8.9800e- 003 2.3700e- 003 4.0000e- 005 2.4100e- 003 0.0000 7.2257 7.2257 2.4000e- 004 2.3000e- 004 7.2997 Total 4.1300e- 003 2.7600e- 003 0.0336 8.0000e- 005 8.9300e- 003 5.0000e- 005 8.9800e- 003 2.3700e- 003 4.0000e- 005 2.4100e- 003 0.0000 7.2257 7.2257 2.4000e- 004 2.3000e- 004 7.2997 Mitigated Construction Off-Site 3.3 Grading - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.1606 0.0000 0.1606 0.0614 0.0000 0.0614 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0598 0.6409 0.4792 1.0200e- 003 0.0270 0.0270 0.0248 0.0248 0.0000 89.9821 89.9821 0.0291 0.0000 90.7096 Total 0.0598 0.6409 0.4792 1.0200e- 003 0.1606 0.0270 0.1876 0.0614 0.0248 0.0863 0.0000 89.9821 89.9821 0.0291 0.0000 90.7096 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 12 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 9.8000e- 004 0.0409 9.8300e- 003 1.8000e- 004 5.5900e- 003 4.5000e- 004 6.0400e- 003 1.5300e- 003 4.4000e- 004 1.9700e- 003 0.0000 17.5321 17.5321 1.2000e- 004 2.7600e- 003 18.3570 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.2600e- 003 8.4000e- 004 0.0103 2.0000e- 005 2.7300e- 003 1.0000e- 005 2.7400e- 003 7.2000e- 004 1.0000e- 005 7.4000e- 004 0.0000 2.2078 2.2078 7.0000e- 005 7.0000e- 005 2.2305 Total 2.2400e- 003 0.0417 0.0201 2.0000e- 004 8.3200e- 003 4.6000e- 004 8.7800e- 003 2.2500e- 003 4.5000e- 004 2.7100e- 003 0.0000 19.7399 19.7399 1.9000e- 004 2.8300e- 003 20.5874 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.0723 0.0000 0.0723 0.0277 0.0000 0.0277 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0598 0.6409 0.4792 1.0200e- 003 0.0270 0.0270 0.0248 0.0248 0.0000 89.9820 89.9820 0.0291 0.0000 90.7095 Total 0.0598 0.6409 0.4792 1.0200e- 003 0.0723 0.0270 0.0993 0.0277 0.0248 0.0525 0.0000 89.9820 89.9820 0.0291 0.0000 90.7095 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 13 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 9.8000e- 004 0.0409 9.8300e- 003 1.8000e- 004 5.5900e- 003 4.5000e- 004 6.0400e- 003 1.5300e- 003 4.4000e- 004 1.9700e- 003 0.0000 17.5321 17.5321 1.2000e- 004 2.7600e- 003 18.3570 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.2600e- 003 8.4000e- 004 0.0103 2.0000e- 005 2.7300e- 003 1.0000e- 005 2.7400e- 003 7.2000e- 004 1.0000e- 005 7.4000e- 004 0.0000 2.2078 2.2078 7.0000e- 005 7.0000e- 005 2.2305 Total 2.2400e- 003 0.0417 0.0201 2.0000e- 004 8.3200e- 003 4.6000e- 004 8.7800e- 003 2.2500e- 003 4.5000e- 004 2.7100e- 003 0.0000 19.7399 19.7399 1.9000e- 004 2.8300e- 003 20.5874 Mitigated Construction Off-Site 3.3 Grading - 2023 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.8441 0.0000 0.8441 0.4372 0.0000 0.4372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.4318 4.4870 3.6467 8.0700e- 003 0.1852 0.1852 0.1704 0.1704 0.0000 708.9577 708.9577 0.2293 0.0000 714.6900 Total 0.4318 4.4870 3.6467 8.0700e- 003 0.8441 0.1852 1.0293 0.4372 0.1704 0.6075 0.0000 708.9577 708.9577 0.2293 0.0000 714.6900 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 14 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2023 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 5.9900e- 003 0.2660 0.0765 1.3800e- 003 0.0440 3.0700e- 003 0.0471 0.0121 2.9400e- 003 0.0150 0.0000 132.8445 132.8445 9.1000e- 004 0.0209 139.0951 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 9.2200e- 003 5.8600e- 003 0.0739 1.8000e- 004 0.0215 1.1000e- 004 0.0216 5.7100e- 003 1.0000e- 004 5.8100e- 003 0.0000 16.8323 16.8323 5.1000e- 004 5.1000e- 004 16.9960 Total 0.0152 0.2719 0.1504 1.5600e- 003 0.0655 3.1800e- 003 0.0687 0.0178 3.0400e- 003 0.0208 0.0000 149.6768 149.6768 1.4200e- 003 0.0214 156.0911 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.3799 0.0000 0.3799 0.1967 0.0000 0.1967 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.4318 4.4870 3.6467 8.0700e- 003 0.1852 0.1852 0.1704 0.1704 0.0000 708.9569 708.9569 0.2293 0.0000 714.6891 Total 0.4318 4.4870 3.6467 8.0700e- 003 0.3799 0.1852 0.5650 0.1967 0.1704 0.3671 0.0000 708.9569 708.9569 0.2293 0.0000 714.6891 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 15 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2023 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 5.9900e- 003 0.2660 0.0765 1.3800e- 003 0.0440 3.0700e- 003 0.0471 0.0121 2.9400e- 003 0.0150 0.0000 132.8445 132.8445 9.1000e- 004 0.0209 139.0951 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 9.2200e- 003 5.8600e- 003 0.0739 1.8000e- 004 0.0215 1.1000e- 004 0.0216 5.7100e- 003 1.0000e- 004 5.8100e- 003 0.0000 16.8323 16.8323 5.1000e- 004 5.1000e- 004 16.9960 Total 0.0152 0.2719 0.1504 1.5600e- 003 0.0655 3.1800e- 003 0.0687 0.0178 3.0400e- 003 0.0208 0.0000 149.6768 149.6768 1.4200e- 003 0.0214 156.0911 Mitigated Construction Off-Site 3.3 Grading - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.1124 0.0000 0.1124 0.0350 0.0000 0.0350 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0274 0.2752 0.2356 5.3000e- 004 0.0114 0.0114 0.0104 0.0104 0.0000 46.3416 46.3416 0.0150 0.0000 46.7163 Total 0.0274 0.2752 0.2356 5.3000e- 004 0.1124 0.0114 0.1238 0.0350 0.0104 0.0454 0.0000 46.3416 46.3416 0.0150 0.0000 46.7163 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 16 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 3.9000e- 004 0.0176 5.0500e- 003 9.0000e- 005 2.8800e- 003 2.0000e- 004 3.0700e- 003 7.9000e- 004 1.9000e- 004 9.8000e- 004 0.0000 8.5413 8.5413 6.0000e- 005 1.3400e- 003 8.9432 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.6000e- 004 3.4000e- 004 4.5100e- 003 1.0000e- 005 1.4100e- 003 1.0000e- 005 1.4100e- 003 3.7000e- 004 1.0000e- 005 3.8000e- 004 0.0000 1.0693 1.0693 3.0000e- 005 3.0000e- 005 1.0792 Total 9.5000e- 004 0.0179 9.5600e- 003 1.0000e- 004 4.2900e- 003 2.1000e- 004 4.4800e- 003 1.1600e- 003 2.0000e- 004 1.3600e- 003 0.0000 9.6105 9.6105 9.0000e- 005 1.3700e- 003 10.0224 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Fugitive Dust 0.0506 0.0000 0.0506 0.0157 0.0000 0.0157 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0274 0.2752 0.2356 5.3000e- 004 0.0114 0.0114 0.0104 0.0104 0.0000 46.3415 46.3415 0.0150 0.0000 46.7162 Total 0.0274 0.2752 0.2356 5.3000e- 004 0.0506 0.0114 0.0619 0.0157 0.0104 0.0262 0.0000 46.3415 46.3415 0.0150 0.0000 46.7162 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 17 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 3.9000e- 004 0.0176 5.0500e- 003 9.0000e- 005 2.8800e- 003 2.0000e- 004 3.0700e- 003 7.9000e- 004 1.9000e- 004 9.8000e- 004 0.0000 8.5413 8.5413 6.0000e- 005 1.3400e- 003 8.9432 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.6000e- 004 3.4000e- 004 4.5100e- 003 1.0000e- 005 1.4100e- 003 1.0000e- 005 1.4100e- 003 3.7000e- 004 1.0000e- 005 3.8000e- 004 0.0000 1.0693 1.0693 3.0000e- 005 3.0000e- 005 1.0792 Total 9.5000e- 004 0.0179 9.5600e- 003 1.0000e- 004 4.2900e- 003 2.1000e- 004 4.4800e- 003 1.1600e- 003 2.0000e- 004 1.3600e- 003 0.0000 9.6105 9.6105 9.0000e- 005 1.3700e- 003 10.0224 Mitigated Construction Off-Site 3.4 Building Construction - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.1803 1.6469 1.9804 3.3000e- 003 0.0751 0.0751 0.0707 0.0707 0.0000 284.0152 284.0152 0.0672 0.0000 285.6942 Total 0.1803 1.6469 1.9804 3.3000e- 003 0.0751 0.0751 0.0707 0.0707 0.0000 284.0152 284.0152 0.0672 0.0000 285.6942 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 18 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0268 0.5961 0.3231 2.8300e- 003 0.0969 4.3000e- 003 0.1012 0.0280 4.1100e- 003 0.0321 0.0000 270.2679 270.2679 2.0800e- 003 0.0378 281.5765 Worker 0.3039 0.1846 2.4403 6.3100e- 003 0.7606 3.6500e- 003 0.7642 0.2019 3.3600e- 003 0.2053 0.0000 578.6423 578.6423 0.0165 0.0166 584.0075 Total 0.3307 0.7807 2.7635 9.1400e- 003 0.8574 7.9500e- 003 0.8654 0.2299 7.4700e- 003 0.2373 0.0000 848.9102 848.9102 0.0185 0.0544 865.5840 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.1803 1.6469 1.9804 3.3000e- 003 0.0751 0.0751 0.0707 0.0707 0.0000 284.0148 284.0148 0.0672 0.0000 285.6939 Total 0.1803 1.6469 1.9804 3.3000e- 003 0.0751 0.0751 0.0707 0.0707 0.0000 284.0148 284.0148 0.0672 0.0000 285.6939 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 19 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0268 0.5961 0.3231 2.8300e- 003 0.0969 4.3000e- 003 0.1012 0.0280 4.1100e- 003 0.0321 0.0000 270.2679 270.2679 2.0800e- 003 0.0378 281.5765 Worker 0.3039 0.1846 2.4403 6.3100e- 003 0.7606 3.6500e- 003 0.7642 0.2019 3.3600e- 003 0.2053 0.0000 578.6423 578.6423 0.0165 0.0166 584.0075 Total 0.3307 0.7807 2.7635 9.1400e- 003 0.8574 7.9500e- 003 0.8654 0.2299 7.4700e- 003 0.2373 0.0000 848.9102 848.9102 0.0185 0.0544 865.5840 Mitigated Construction Off-Site 3.4 Building Construction - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.1785 1.6273 2.0991 3.5200e- 003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 Total 0.1785 1.6273 2.0991 3.5200e- 003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 20 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0281 0.6284 0.3383 2.9600e- 003 0.1032 4.5600e- 003 0.1078 0.0298 4.3600e- 003 0.0341 0.0000 282.7298 282.7298 2.2100e- 003 0.0393 294.5002 Worker 0.3018 0.1757 2.4065 6.4900e- 003 0.8102 3.6700e- 003 0.8139 0.2151 3.3800e- 003 0.2185 0.0000 595.2892 595.2892 0.0158 0.0165 600.5917 Total 0.3299 0.8041 2.7447 9.4500e- 003 0.9134 8.2300e- 003 0.9217 0.2449 7.7400e- 003 0.2526 0.0000 878.0191 878.0191 0.0180 0.0558 895.0918 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.1784 1.6273 2.0991 3.5200e- 003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Total 0.1784 1.6273 2.0991 3.5200e- 003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 21 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0281 0.6284 0.3383 2.9600e- 003 0.1032 4.5600e- 003 0.1078 0.0298 4.3600e- 003 0.0341 0.0000 282.7298 282.7298 2.2100e- 003 0.0393 294.5002 Worker 0.3018 0.1757 2.4065 6.4900e- 003 0.8102 3.6700e- 003 0.8139 0.2151 3.3800e- 003 0.2185 0.0000 595.2892 595.2892 0.0158 0.0165 600.5917 Total 0.3299 0.8041 2.7447 9.4500e- 003 0.9134 8.2300e- 003 0.9217 0.2449 7.7400e- 003 0.2526 0.0000 878.0191 878.0191 0.0180 0.0558 895.0918 Mitigated Construction Off-Site 3.4 Building Construction - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.1785 1.6273 2.0991 3.5200e- 003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 Total 0.1785 1.6273 2.0991 3.5200e- 003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 22 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0277 0.6213 0.3331 2.9000e- 003 0.1032 4.5100e- 003 0.1077 0.0298 4.3200e- 003 0.0341 0.0000 277.4326 277.4326 2.2000e- 003 0.0384 288.9289 Worker 0.2824 0.1584 2.2425 6.2900e- 003 0.8102 3.4700e- 003 0.8137 0.2151 3.1900e- 003 0.2183 0.0000 576.5936 576.5936 0.0143 0.0154 581.5510 Total 0.3101 0.7797 2.5757 9.1900e- 003 0.9134 7.9800e- 003 0.9214 0.2449 7.5100e- 003 0.2524 0.0000 854.0263 854.0263 0.0165 0.0538 870.4799 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.1784 1.6273 2.0991 3.5200e- 003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Total 0.1784 1.6273 2.0991 3.5200e- 003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 23 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0277 0.6213 0.3331 2.9000e- 003 0.1032 4.5100e- 003 0.1077 0.0298 4.3200e- 003 0.0341 0.0000 277.4326 277.4326 2.2000e- 003 0.0384 288.9289 Worker 0.2824 0.1584 2.2425 6.2900e- 003 0.8102 3.4700e- 003 0.8137 0.2151 3.1900e- 003 0.2183 0.0000 576.5936 576.5936 0.0143 0.0154 581.5510 Total 0.3101 0.7797 2.5757 9.1900e- 003 0.9134 7.9800e- 003 0.9214 0.2449 7.5100e- 003 0.2524 0.0000 854.0263 854.0263 0.0165 0.0538 870.4799 Mitigated Construction Off-Site 3.4 Building Construction - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.1785 1.6273 2.0991 3.5200e- 003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 Total 0.1785 1.6273 2.0991 3.5200e- 003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 24 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0273 0.6144 0.3288 2.8400e- 003 0.1032 4.4700e- 003 0.1077 0.0298 4.2800e- 003 0.0341 0.0000 271.8576 271.8576 2.2000e- 003 0.0375 283.0749 Worker 0.2651 0.1437 2.1026 6.1100e- 003 0.8102 3.2500e- 003 0.8135 0.2151 2.9900e- 003 0.2181 0.0000 559.8763 559.8763 0.0131 0.0146 564.5421 Total 0.2924 0.7582 2.4314 8.9500e- 003 0.9134 7.7200e- 003 0.9212 0.2449 7.2700e- 003 0.2522 0.0000 831.7339 831.7339 0.0153 0.0520 847.6170 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.1784 1.6273 2.0991 3.5200e- 003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Total 0.1784 1.6273 2.0991 3.5200e- 003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 25 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0273 0.6144 0.3288 2.8400e- 003 0.1032 4.4700e- 003 0.1077 0.0298 4.2800e- 003 0.0341 0.0000 271.8576 271.8576 2.2000e- 003 0.0375 283.0749 Worker 0.2651 0.1437 2.1026 6.1100e- 003 0.8102 3.2500e- 003 0.8135 0.2151 2.9900e- 003 0.2181 0.0000 559.8763 559.8763 0.0131 0.0146 564.5421 Total 0.2924 0.7582 2.4314 8.9500e- 003 0.9134 7.7200e- 003 0.9212 0.2449 7.2700e- 003 0.2522 0.0000 831.7339 831.7339 0.0153 0.0520 847.6170 Mitigated Construction Off-Site 3.4 Building Construction - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.0492 0.4489 0.5791 9.7000e- 004 0.0190 0.0190 0.0179 0.0179 0.0000 83.4910 83.4910 0.0196 0.0000 83.9817 Total 0.0492 0.4489 0.5791 9.7000e- 004 0.0190 0.0190 0.0179 0.0179 0.0000 83.4910 83.4910 0.0196 0.0000 83.9817 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 26 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 7.4700e- 003 0.1680 0.0898 7.7000e- 004 0.0285 1.2200e- 003 0.0297 8.2200e- 003 1.1700e- 003 9.3900e- 003 0.0000 73.5215 73.5215 6.1000e- 004 0.0101 76.5419 Worker 0.0689 0.0363 0.5484 1.6400e- 003 0.2235 8.3000e- 004 0.2243 0.0593 7.7000e- 004 0.0601 0.0000 150.3676 150.3676 3.3100e- 003 3.8200e- 003 151.5874 Total 0.0764 0.2043 0.6382 2.4100e- 003 0.2520 2.0500e- 003 0.2540 0.0676 1.9400e- 003 0.0695 0.0000 223.8891 223.8891 3.9200e- 003 0.0139 228.1293 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.0492 0.4489 0.5791 9.7000e- 004 0.0190 0.0190 0.0179 0.0179 0.0000 83.4909 83.4909 0.0196 0.0000 83.9816 Total 0.0492 0.4489 0.5791 9.7000e- 004 0.0190 0.0190 0.0179 0.0179 0.0000 83.4909 83.4909 0.0196 0.0000 83.9816 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 27 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 7.4700e- 003 0.1680 0.0898 7.7000e- 004 0.0285 1.2200e- 003 0.0297 8.2200e- 003 1.1700e- 003 9.3900e- 003 0.0000 73.5215 73.5215 6.1000e- 004 0.0101 76.5419 Worker 0.0689 0.0363 0.5484 1.6400e- 003 0.2235 8.3000e- 004 0.2243 0.0593 7.7000e- 004 0.0601 0.0000 150.3676 150.3676 3.3100e- 003 3.8200e- 003 151.5874 Total 0.0764 0.2043 0.6382 2.4100e- 003 0.2520 2.0500e- 003 0.2540 0.0676 1.9400e- 003 0.0695 0.0000 223.8891 223.8891 3.9200e- 003 0.0139 228.1293 Mitigated Construction Off-Site 3.5 Paving - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.1087 1.0477 1.6088 2.5100e- 003 0.0515 0.0515 0.0474 0.0474 0.0000 220.2918 220.2918 0.0713 0.0000 222.0730 Paving 0.0102 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.1189 1.0477 1.6088 2.5100e- 003 0.0515 0.0515 0.0474 0.0474 0.0000 220.2918 220.2918 0.0713 0.0000 222.0730 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 28 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.5 Paving - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.4500e- 003 3.3100e- 003 0.0438 1.1000e- 004 0.0136 7.0000e- 005 0.0137 3.6200e- 003 6.0000e- 005 3.6800e- 003 0.0000 10.3781 10.3781 3.0000e- 004 3.0000e- 004 10.4743 Total 5.4500e- 003 3.3100e- 003 0.0438 1.1000e- 004 0.0136 7.0000e- 005 0.0137 3.6200e- 003 6.0000e- 005 3.6800e- 003 0.0000 10.3781 10.3781 3.0000e- 004 3.0000e- 004 10.4743 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Off-Road 0.1087 1.0477 1.6088 2.5100e- 003 0.0515 0.0515 0.0474 0.0474 0.0000 220.2916 220.2916 0.0713 0.0000 222.0728 Paving 0.0102 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.1189 1.0477 1.6088 2.5100e- 003 0.0515 0.0515 0.0474 0.0474 0.0000 220.2916 220.2916 0.0713 0.0000 222.0728 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 29 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.5 Paving - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.4500e- 003 3.3100e- 003 0.0438 1.1000e- 004 0.0136 7.0000e- 005 0.0137 3.6200e- 003 6.0000e- 005 3.6800e- 003 0.0000 10.3781 10.3781 3.0000e- 004 3.0000e- 004 10.4743 Total 5.4500e- 003 3.3100e- 003 0.0438 1.1000e- 004 0.0136 7.0000e- 005 0.0137 3.6200e- 003 6.0000e- 005 3.6800e- 003 0.0000 10.3781 10.3781 3.0000e- 004 3.0000e- 004 10.4743 Mitigated Construction Off-Site 3.6 Architectural Coating - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 1.0738 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0137 0.0926 0.1376 2.3000e- 004 4.6300e- 003 4.6300e- 003 4.6300e- 003 4.6300e- 003 0.0000 19.4047 19.4047 1.0900e- 003 0.0000 19.4320 Total 1.0876 0.0926 0.1376 2.3000e- 004 4.6300e- 003 4.6300e- 003 4.6300e- 003 4.6300e- 003 0.0000 19.4047 19.4047 1.0900e- 003 0.0000 19.4320 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 30 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0377 0.0229 0.3024 7.8000e- 004 0.0942 4.5000e- 004 0.0947 0.0250 4.2000e- 004 0.0254 0.0000 71.7033 71.7033 2.0400e- 003 2.0600e- 003 72.3681 Total 0.0377 0.0229 0.3024 7.8000e- 004 0.0942 4.5000e- 004 0.0947 0.0250 4.2000e- 004 0.0254 0.0000 71.7033 71.7033 2.0400e- 003 2.0600e- 003 72.3681 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 1.0738 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0137 0.0926 0.1376 2.3000e- 004 4.6300e- 003 4.6300e- 003 4.6300e- 003 4.6300e- 003 0.0000 19.4047 19.4047 1.0900e- 003 0.0000 19.4320 Total 1.0876 0.0926 0.1376 2.3000e- 004 4.6300e- 003 4.6300e- 003 4.6300e- 003 4.6300e- 003 0.0000 19.4047 19.4047 1.0900e- 003 0.0000 19.4320 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 31 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0377 0.0229 0.3024 7.8000e- 004 0.0942 4.5000e- 004 0.0947 0.0250 4.2000e- 004 0.0254 0.0000 71.7033 71.7033 2.0400e- 003 2.0600e- 003 72.3681 Total 0.0377 0.0229 0.3024 7.8000e- 004 0.0942 4.5000e- 004 0.0947 0.0250 4.2000e- 004 0.0254 0.0000 71.7033 71.7033 2.0400e- 003 2.0600e- 003 72.3681 Mitigated Construction Off-Site 3.6 Architectural Coating - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 1.8439 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0223 0.1495 0.2361 3.9000e- 004 6.7200e- 003 6.7200e- 003 6.7200e- 003 6.7200e- 003 0.0000 33.3200 33.3200 1.8200e- 003 0.0000 33.3654 Total 1.8662 0.1495 0.2361 3.9000e- 004 6.7200e- 003 6.7200e- 003 6.7200e- 003 6.7200e- 003 0.0000 33.3200 33.3200 1.8200e- 003 0.0000 33.3654 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 32 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0603 0.0351 0.4807 1.3000e- 003 0.1618 7.3000e- 004 0.1626 0.0430 6.8000e- 004 0.0436 0.0000 118.8993 118.8993 3.1600e- 003 3.2900e- 003 119.9584 Total 0.0603 0.0351 0.4807 1.3000e- 003 0.1618 7.3000e- 004 0.1626 0.0430 6.8000e- 004 0.0436 0.0000 118.8993 118.8993 3.1600e- 003 3.2900e- 003 119.9584 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 1.8439 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0223 0.1495 0.2361 3.9000e- 004 6.7200e- 003 6.7200e- 003 6.7200e- 003 6.7200e- 003 0.0000 33.3199 33.3199 1.8200e- 003 0.0000 33.3654 Total 1.8662 0.1495 0.2361 3.9000e- 004 6.7200e- 003 6.7200e- 003 6.7200e- 003 6.7200e- 003 0.0000 33.3199 33.3199 1.8200e- 003 0.0000 33.3654 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 33 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0603 0.0351 0.4807 1.3000e- 003 0.1618 7.3000e- 004 0.1626 0.0430 6.8000e- 004 0.0436 0.0000 118.8993 118.8993 3.1600e- 003 3.2900e- 003 119.9584 Total 0.0603 0.0351 0.4807 1.3000e- 003 0.1618 7.3000e- 004 0.1626 0.0430 6.8000e- 004 0.0436 0.0000 118.8993 118.8993 3.1600e- 003 3.2900e- 003 119.9584 Mitigated Construction Off-Site 3.6 Architectural Coating - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 1.8439 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0223 0.1495 0.2361 3.9000e- 004 6.7200e- 003 6.7200e- 003 6.7200e- 003 6.7200e- 003 0.0000 33.3200 33.3200 1.8200e- 003 0.0000 33.3654 Total 1.8662 0.1495 0.2361 3.9000e- 004 6.7200e- 003 6.7200e- 003 6.7200e- 003 6.7200e- 003 0.0000 33.3200 33.3200 1.8200e- 003 0.0000 33.3654 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 34 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0564 0.0316 0.4479 1.2600e- 003 0.1618 6.9000e- 004 0.1625 0.0430 6.4000e- 004 0.0436 0.0000 115.1652 115.1652 2.8600e- 003 3.0800e- 003 116.1553 Total 0.0564 0.0316 0.4479 1.2600e- 003 0.1618 6.9000e- 004 0.1625 0.0430 6.4000e- 004 0.0436 0.0000 115.1652 115.1652 2.8600e- 003 3.0800e- 003 116.1553 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 1.8439 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0223 0.1495 0.2361 3.9000e- 004 6.7200e- 003 6.7200e- 003 6.7200e- 003 6.7200e- 003 0.0000 33.3199 33.3199 1.8200e- 003 0.0000 33.3654 Total 1.8662 0.1495 0.2361 3.9000e- 004 6.7200e- 003 6.7200e- 003 6.7200e- 003 6.7200e- 003 0.0000 33.3199 33.3199 1.8200e- 003 0.0000 33.3654 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 35 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0564 0.0316 0.4479 1.2600e- 003 0.1618 6.9000e- 004 0.1625 0.0430 6.4000e- 004 0.0436 0.0000 115.1652 115.1652 2.8600e- 003 3.0800e- 003 116.1553 Total 0.0564 0.0316 0.4479 1.2600e- 003 0.1618 6.9000e- 004 0.1625 0.0430 6.4000e- 004 0.0436 0.0000 115.1652 115.1652 2.8600e- 003 3.0800e- 003 116.1553 Mitigated Construction Off-Site 3.6 Architectural Coating - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 1.8439 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0223 0.1495 0.2361 3.9000e- 004 6.7200e- 003 6.7200e- 003 6.7200e- 003 6.7200e- 003 0.0000 33.3200 33.3200 1.8200e- 003 0.0000 33.3654 Total 1.8662 0.1495 0.2361 3.9000e- 004 6.7200e- 003 6.7200e- 003 6.7200e- 003 6.7200e- 003 0.0000 33.3200 33.3200 1.8200e- 003 0.0000 33.3654 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 36 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0529 0.0287 0.4200 1.2200e- 003 0.1618 6.5000e- 004 0.1625 0.0430 6.0000e- 004 0.0436 0.0000 111.8262 111.8262 2.6100e- 003 2.9100e- 003 112.7581 Total 0.0529 0.0287 0.4200 1.2200e- 003 0.1618 6.5000e- 004 0.1625 0.0430 6.0000e- 004 0.0436 0.0000 111.8262 111.8262 2.6100e- 003 2.9100e- 003 112.7581 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 1.8439 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0223 0.1495 0.2361 3.9000e- 004 6.7200e- 003 6.7200e- 003 6.7200e- 003 6.7200e- 003 0.0000 33.3199 33.3199 1.8200e- 003 0.0000 33.3654 Total 1.8662 0.1495 0.2361 3.9000e- 004 6.7200e- 003 6.7200e- 003 6.7200e- 003 6.7200e- 003 0.0000 33.3199 33.3199 1.8200e- 003 0.0000 33.3654 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 37 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0529 0.0287 0.4200 1.2200e- 003 0.1618 6.5000e- 004 0.1625 0.0430 6.0000e- 004 0.0436 0.0000 111.8262 111.8262 2.6100e- 003 2.9100e- 003 112.7581 Total 0.0529 0.0287 0.4200 1.2200e- 003 0.1618 6.5000e- 004 0.1625 0.0430 6.0000e- 004 0.0436 0.0000 111.8262 111.8262 2.6100e- 003 2.9100e- 003 112.7581 Mitigated Construction Off-Site 3.6 Architectural Coating - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 0.7701 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 9.3100e- 003 0.0624 0.0986 1.6000e- 004 2.8100e- 003 2.8100e- 003 2.8100e- 003 2.8100e- 003 0.0000 13.9152 13.9152 7.6000e- 004 0.0000 13.9342 Total 0.7794 0.0624 0.0986 1.6000e- 004 2.8100e- 003 2.8100e- 003 2.8100e- 003 2.8100e- 003 0.0000 13.9152 13.9152 7.6000e- 004 0.0000 13.9342 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 38 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0208 0.0110 0.1658 5.0000e- 004 0.0676 2.5000e- 004 0.0678 0.0179 2.3000e- 004 0.0182 0.0000 45.4673 45.4673 1.0000e- 003 1.1500e- 003 45.8362 Total 0.0208 0.0110 0.1658 5.0000e- 004 0.0676 2.5000e- 004 0.0678 0.0179 2.3000e- 004 0.0182 0.0000 45.4673 45.4673 1.0000e- 003 1.1500e- 003 45.8362 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Archit. Coating 0.7701 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 9.3100e- 003 0.0624 0.0986 1.6000e- 004 2.8100e- 003 2.8100e- 003 2.8100e- 003 2.8100e- 003 0.0000 13.9152 13.9152 7.6000e- 004 0.0000 13.9342 Total 0.7794 0.0624 0.0986 1.6000e- 004 2.8100e- 003 2.8100e- 003 2.8100e- 003 2.8100e- 003 0.0000 13.9152 13.9152 7.6000e- 004 0.0000 13.9342 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 39 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0208 0.0110 0.1658 5.0000e- 004 0.0676 2.5000e- 004 0.0678 0.0179 2.3000e- 004 0.0182 0.0000 45.4673 45.4673 1.0000e- 003 1.1500e- 003 45.8362 Total 0.0208 0.0110 0.1658 5.0000e- 004 0.0676 2.5000e- 004 0.0678 0.0179 2.3000e- 004 0.0182 0.0000 45.4673 45.4673 1.0000e- 003 1.1500e- 003 45.8362 Mitigated Construction Off-Site 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 40 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Mitigated 3.4363 4.3190 28.0843 0.0609 6.2163 0.0480 6.2643 1.6593 0.0450 1.7042 0.0000 5,623.672 3 5,623.672 3 0.3144 0.3006 5,721.116 5 Unmitigated 3.4363 4.3190 28.0843 0.0609 6.2163 0.0480 6.2643 1.6593 0.0450 1.7042 0.0000 5,623.672 3 5,623.672 3 0.3144 0.3006 5,721.116 5 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Low Rise 3,848.54 4,647.94 3585.88 8,780,401 8,780,401 Condo/Townhouse 1,080.00 1,221.00 942.00 2,416,833 2,416,833 Other Asphalt Surfaces 0.00 0.00 0.00 Single Family Housing 2,338.64 2,365.92 2120.40 5,170,330 5,170,330 Total 7,267.18 8,234.86 6,648.28 16,367,564 16,367,564 Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 11.00 3.50 4.50 40.20 19.20 40.60 86 11 3 Condo/Townhouse 11.00 3.50 4.50 40.20 19.20 40.60 86 11 3 Other Asphalt Surfaces 12.50 4.20 5.40 0.00 0.00 0.00 0 0 0 Single Family Housing 11.00 3.50 4.50 40.20 19.20 40.60 86 11 3 4.4 Fleet Mix CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 41 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.517338 0.060386 0.185787 0.145354 0.024998 0.006973 0.010710 0.020387 0.000864 0.000234 0.022051 0.000914 0.004004 Condo/Townhouse 0.517338 0.060386 0.185787 0.145354 0.024998 0.006973 0.010710 0.020387 0.000864 0.000234 0.022051 0.000914 0.004004 Other Asphalt Surfaces 0.517338 0.060386 0.185787 0.145354 0.024998 0.006973 0.010710 0.020387 0.000864 0.000234 0.022051 0.000914 0.004004 Single Family Housing 0.517338 0.060386 0.185787 0.145354 0.024998 0.006973 0.010710 0.020387 0.000864 0.000234 0.022051 0.000914 0.004004 5.0 Energy Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 904.8775 904.8775 0.0764 9.2600e- 003 909.5456 Electricity Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 904.8775 904.8775 0.0764 9.2600e- 003 909.5456 NaturalGas Mitigated 0.1015 0.8671 0.3690 5.5300e- 003 0.0701 0.0701 0.0701 0.0701 0.0000 1,004.149 5 1,004.149 5 0.0193 0.0184 1,010.116 7 NaturalGas Unmitigated 0.1015 0.8671 0.3690 5.5300e- 003 0.0701 0.0701 0.0701 0.0701 0.0000 1,004.149 5 1,004.149 5 0.0193 0.0184 1,010.116 7 5.1 Mitigation Measures Energy Historical Energy Use: N CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 42 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Apartments Low Rise 8.63689e +006 0.0466 0.3980 0.1694 2.5400e- 003 0.0322 0.0322 0.0322 0.0322 0.0000 460.8976 460.8976 8.8300e- 003 8.4500e- 003 463.6365 Condo/Townhous e 3.165e +006 0.0171 0.1458 0.0621 9.3000e- 004 0.0118 0.0118 0.0118 0.0118 0.0000 168.8962 168.8962 3.2400e- 003 3.1000e- 003 169.8999 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Single Family Housing 7.01516e +006 0.0378 0.3233 0.1376 2.0600e- 003 0.0261 0.0261 0.0261 0.0261 0.0000 374.3557 374.3557 7.1800e- 003 6.8600e- 003 376.5803 Total 0.1015 0.8671 0.3690 5.5300e- 003 0.0701 0.0701 0.0701 0.0701 0.0000 1,004.149 5 1,004.149 5 0.0193 0.0184 1,010.116 7 Unmitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 43 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Apartments Low Rise 8.63689e +006 0.0466 0.3980 0.1694 2.5400e- 003 0.0322 0.0322 0.0322 0.0322 0.0000 460.8976 460.8976 8.8300e- 003 8.4500e- 003 463.6365 Condo/Townhous e 3.165e +006 0.0171 0.1458 0.0621 9.3000e- 004 0.0118 0.0118 0.0118 0.0118 0.0000 168.8962 168.8962 3.2400e- 003 3.1000e- 003 169.8999 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Single Family Housing 7.01516e +006 0.0378 0.3233 0.1376 2.0600e- 003 0.0261 0.0261 0.0261 0.0261 0.0000 374.3557 374.3557 7.1800e- 003 6.8600e- 003 376.5803 Total 0.1015 0.8671 0.3690 5.5300e- 003 0.0701 0.0701 0.0701 0.0701 0.0000 1,004.149 5 1,004.149 5 0.0193 0.0184 1,010.116 7 Mitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 44 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 5.3 Energy by Land Use - Electricity Electricity Use Total CO2 CH4 N2O CO2e Land Use kWh/yr MT/yr Apartments Low Rise 2.38104e +006 422.2671 0.0356 4.3200e- 003 424.4455 Condo/Townhous e 746064 132.3111 0.0112 1.3500e- 003 132.9937 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 Single Family Housing 1.97524e +006 350.2993 0.0296 3.5800e- 003 352.1064 Total 904.8775 0.0764 9.2500e- 003 909.5456 Unmitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 45 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 6.1 Mitigation Measures Area 6.0 Area Detail 5.3 Energy by Land Use - Electricity Electricity Use Total CO2 CH4 N2O CO2e Land Use kWh/yr MT/yr Apartments Low Rise 2.38104e +006 422.2671 0.0356 4.3200e- 003 424.4455 Condo/Townhous e 746064 132.3111 0.0112 1.3500e- 003 132.9937 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 Single Family Housing 1.97524e +006 350.2993 0.0296 3.5800e- 003 352.1064 Total 904.8775 0.0764 9.2500e- 003 909.5456 Mitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 46 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Mitigated 5.5371 0.1005 7.1995 4.9000e- 004 0.0413 0.0413 0.0413 0.0413 0.0000 32.2248 32.2248 0.0117 3.8000e- 004 32.6284 Unmitigated 5.5371 0.1005 7.1995 4.9000e- 004 0.0413 0.0413 0.0413 0.0413 0.0000 32.2248 32.2248 0.0117 3.8000e- 004 32.6284 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr Architectural Coating 0.7376 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 4.5812 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 2.0700e- 003 0.0177 7.5200e- 003 1.1000e- 004 1.4300e- 003 1.4300e- 003 1.4300e- 003 1.4300e- 003 0.0000 20.4719 20.4719 3.9000e- 004 3.8000e- 004 20.5935 Landscaping 0.2163 0.0829 7.1920 3.8000e- 004 0.0399 0.0399 0.0399 0.0399 0.0000 11.7529 11.7529 0.0113 0.0000 12.0349 Total 5.5371 0.1005 7.1995 4.9000e- 004 0.0413 0.0413 0.0413 0.0413 0.0000 32.2248 32.2248 0.0117 3.8000e- 004 32.6284 Unmitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 47 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 7.1 Mitigation Measures Water 7.0 Water Detail 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr Architectural Coating 0.7376 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 4.5812 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 2.0700e- 003 0.0177 7.5200e- 003 1.1000e- 004 1.4300e- 003 1.4300e- 003 1.4300e- 003 1.4300e- 003 0.0000 20.4719 20.4719 3.9000e- 004 3.8000e- 004 20.5935 Landscaping 0.2163 0.0829 7.1920 3.8000e- 004 0.0399 0.0399 0.0399 0.0399 0.0000 11.7529 11.7529 0.0113 0.0000 12.0349 Total 5.5371 0.1005 7.1995 4.9000e- 004 0.0413 0.0413 0.0413 0.0413 0.0000 32.2248 32.2248 0.0117 3.8000e- 004 32.6284 Mitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 48 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Total CO2 CH4 N2O CO2e Category MT/yr Mitigated 244.2425 2.0762 0.0509 311.3055 Unmitigated 244.2425 2.0762 0.0509 311.3055 7.2 Water by Land Use Indoor/Out door Use Total CO2 CH4 N2O CO2e Land Use Mgal MT/yr Apartments Low Rise 37.2029 / 23.454 143.9241 1.2234 0.0300 183.4422 Condo/Townhous e 9.7731 / 6.1613 37.8084 0.3214 7.8700e- 003 48.1897 Other Asphalt Surfaces 0 / 0 0.0000 0.0000 0.0000 0.0000 Single Family Housing 16.1582 / 10.1867 62.5100 0.5314 0.0130 79.6737 Total 244.2425 2.0762 0.0509 311.3055 Unmitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 49 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 7.2 Water by Land Use Indoor/Out door Use Total CO2 CH4 N2O CO2e Land Use Mgal MT/yr Apartments Low Rise 37.2029 / 23.454 143.9241 1.2234 0.0300 183.4422 Condo/Townhous e 9.7731 / 6.1613 37.8084 0.3214 7.8700e- 003 48.1897 Other Asphalt Surfaces 0 / 0 0.0000 0.0000 0.0000 0.0000 Single Family Housing 16.1582 / 10.1867 62.5100 0.5314 0.0130 79.6737 Total 244.2425 2.0762 0.0509 311.3055 Mitigated 8.1 Mitigation Measures Waste 8.0 Waste Detail CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 50 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Total CO2 CH4 N2O CO2e MT/yr Mitigated 109.8526 6.4921 0.0000 272.1552 Unmitigated 109.8526 6.4921 0.0000 272.1552 Category/Year 8.2 Waste by Land Use Waste Disposed Total CO2 CH4 N2O CO2e Land Use tons MT/yr Apartments Low Rise 262.66 53.3176 3.1510 0.0000 132.0921 Condo/Townhous e 69 14.0064 0.8278 0.0000 34.7002 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 Single Family Housing 209.51 42.5286 2.5134 0.0000 105.3629 Total 109.8526 6.4921 0.0000 272.1552 Unmitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 51 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 8.2 Waste by Land Use Waste Disposed Total CO2 CH4 N2O CO2e Land Use tons MT/yr Apartments Low Rise 262.66 53.3176 3.1510 0.0000 132.0921 Condo/Townhous e 69 14.0064 0.8278 0.0000 34.7002 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 Single Family Housing 209.51 42.5286 2.5134 0.0000 105.3629 Total 109.8526 6.4921 0.0000 272.1552 Mitigated 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 52 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 11.0 Vegetation Equipment Type Number CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:21 PMPage 53 of 53 Refuge Palm Desert - Salton Sea Air Basin, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Refuge Palm Desert Salton Sea Air Basin, Summer Project Characteristics - Specific Plan allowing up to 969 single and multi-family dwelling units. Land Use - 571 apartments = PA 1 and 2; 248 SFH = PA 3 and 5; 150 Condo/rec amenities = PA 4 and 6; Other asphalt surface assumption for internal roadways. Population assumption 2.06 persons per household per Dept of Finance Table E-5 2021. Construction Phase - PA development will be phased, however assumes 6 year buildout of Specific Plan area as a whole for analysis purposes. Grading - Assumes grading for all planning areas. On-road Fugitive Dust - All roads are paved accessing the project site. Vehicle Trips - Weekday trip rates based on Traffic Analysis Scoping Agreement. Road Dust - All roads are or will be paved. Construction Off-road Equipment Mitigation - Assumes standard dust control measures required by City/SCAQMD. 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Apartments Low Rise 571.00 Dwelling Unit 28.40 571,000.00 1177 Single Family Housing 248.00 Dwelling Unit 49.60 446,400.00 511 Condo/Townhouse 150.00 Dwelling Unit 20.60 150,000.00 309 Other Asphalt Surfaces 7.80 Acre 7.80 339,768.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 10 Wind Speed (m/s)Precipitation Freq (Days)3.4 20 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2024Operational Year CO2 Intensity (lb/MWhr) 390.98 0.033CH4 Intensity (lb/MWhr) 0.004N2O Intensity (lb/MWhr) CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 1 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Table Name Column Name Default Value New Value tblConstructionPhase NumDays 220.00 1,044.00 tblConstructionPhase NumDays 3,100.00 1,100.00 tblConstructionPhase PhaseEndDate 5/25/2038 6/1/2028 tblConstructionPhase PhaseEndDate 9/16/2036 4/11/2028 tblConstructionPhase PhaseEndDate 10/29/2024 1/23/2024 tblConstructionPhase PhaseEndDate 7/21/2037 11/26/2024 tblConstructionPhase PhaseEndDate 8/22/2023 11/15/2022 tblConstructionPhase PhaseStartDate 7/22/2037 6/1/2024 tblConstructionPhase PhaseStartDate 10/30/2024 1/24/2024 tblConstructionPhase PhaseStartDate 8/23/2023 11/16/2022 tblConstructionPhase PhaseStartDate 9/17/2036 1/24/2024 tblConstructionPhase PhaseStartDate 3/8/2023 6/1/2022 tblGrading AcresOfGrading 930.00 106.40 tblGrading MaterialExported 0.00 48,362.00 tblLandUse LotAcreage 35.69 28.40 tblLandUse LotAcreage 80.52 49.60 tblLandUse LotAcreage 9.38 20.60 tblLandUse Population 1,844.00 1,177.00 tblLandUse Population 801.00 511.00 tblLandUse Population 485.00 309.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust VendorPercentPave 50.00 100.00 tblOnRoadDust VendorPercentPave 50.00 100.00 tblOnRoadDust VendorPercentPave 50.00 100.00 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 2 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.0 Emissions Summary tblOnRoadDust VendorPercentPave 50.00 100.00 tblOnRoadDust VendorPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblRoadDust RoadPercentPave 50 100 tblVehicleTrips WD_TR 7.32 6.74 tblVehicleTrips WD_TR 7.32 7.20 tblVehicleTrips WD_TR 9.44 9.43 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 3 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.1 Overall Construction (Maximum Daily Emission) ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2022 3.7803 41.2216 30.4099 0.0747 19.8076 1.6633 21.4210 10.1424 1.5313 11.6267 0.0000 7,343.949 5 7,343.949 5 1.9574 0.1889 7,449.160 7 2023 3.4570 36.4824 29.3451 0.0742 6.9265 1.4489 8.3754 3.4924 1.3339 4.8263 0.0000 7,293.522 4 7,293.522 4 1.9565 0.1814 7,396.484 7 2024 20.8133 34.3572 65.5855 0.1447 8.4626 1.3594 9.6767 3.4924 1.2515 4.7440 0.0000 14,437.08 70 14,437.08 70 1.9557 0.5224 14,631.24 14 2025 19.3008 19.7946 48.0917 0.1180 8.3371 0.6477 8.9848 2.2296 0.6122 2.8418 0.0000 11,835.96 31 11,835.96 31 0.8003 0.4990 12,004.67 01 2026 19.0734 19.5865 46.1569 0.1155 8.3371 0.6455 8.9826 2.2296 0.6101 2.8398 0.0000 11,582.36 83 11,582.36 83 0.7844 0.4808 11,745.25 94 2027 18.8704 19.4043 44.5088 0.1132 8.3371 0.6431 8.9802 2.2296 0.6079 2.8376 0.0000 11,348.76 44 11,348.76 44 0.7709 0.4641 11,506.34 24 2028 18.6935 19.2543 43.1611 0.1112 8.3371 0.6408 8.9779 2.2296 0.6058 2.8354 0.0000 11,138.76 96 11,138.76 96 0.7595 0.4492 11,291.60 60 Maximum 20.8133 41.2216 65.5855 0.1447 19.8076 1.6633 21.4210 10.1424 1.5313 11.6267 0.0000 14,437.08 70 14,437.08 70 1.9574 0.5224 14,631.24 14 Unmitigated Construction CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 4 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.1 Overall Construction (Maximum Daily Emission) ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2022 3.7803 41.2216 30.4099 0.0747 8.9963 1.6633 10.6096 4.5861 1.5313 6.0704 0.0000 7,343.949 5 7,343.949 5 1.9574 0.1889 7,449.160 7 2023 3.4570 36.4824 29.3451 0.0742 3.3971 1.4489 4.8460 1.6476 1.3339 2.9815 0.0000 7,293.522 4 7,293.522 4 1.9565 0.1814 7,396.484 7 2024 20.8133 34.3572 65.5855 0.1447 8.4626 1.3594 9.6767 2.2629 1.2515 3.3987 0.0000 14,437.08 70 14,437.08 70 1.9557 0.5224 14,631.24 14 2025 19.3008 19.7946 48.0917 0.1180 8.3371 0.6477 8.9848 2.2296 0.6122 2.8418 0.0000 11,835.96 31 11,835.96 31 0.8003 0.4990 12,004.67 01 2026 19.0734 19.5865 46.1569 0.1155 8.3371 0.6455 8.9826 2.2296 0.6101 2.8398 0.0000 11,582.36 83 11,582.36 83 0.7844 0.4808 11,745.25 94 2027 18.8704 19.4043 44.5088 0.1132 8.3371 0.6431 8.9802 2.2296 0.6079 2.8376 0.0000 11,348.76 44 11,348.76 44 0.7709 0.4641 11,506.34 24 2028 18.6935 19.2543 43.1611 0.1112 8.3371 0.6408 8.9779 2.2296 0.6058 2.8354 0.0000 11,138.76 96 11,138.76 96 0.7595 0.4492 11,291.60 60 Maximum 20.8133 41.2216 65.5855 0.1447 8.9963 1.6633 10.6096 4.5861 1.5313 6.0704 0.0000 14,437.08 70 14,437.08 70 1.9574 0.5224 14,631.24 14 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 20.92 0.00 19.02 33.14 0.00 26.87 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 5 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 32.5090 9.1426 83.4096 0.0567 1.1077 1.1077 1.1077 1.1077 0.0000 10,639.92 89 10,639.92 89 0.3393 0.1924 10,705.75 43 Energy 0.5560 4.7510 2.0217 0.0303 0.3841 0.3841 0.3841 0.3841 6,065.125 3 6,065.125 3 0.1163 0.1112 6,101.167 3 Mobile 27.8047 25.5518 203.9037 0.4043 38.8982 0.2973 39.1954 10.3729 0.2782 10.6512 41,145.25 70 41,145.25 70 2.1452 2.0462 41,808.63 90 Total 60.8698 39.4454 289.3350 0.4913 38.8982 1.7890 40.6872 10.3729 1.7700 12.1429 0.0000 57,850.31 12 57,850.31 12 2.6007 2.3498 58,615.56 06 Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 32.5090 9.1426 83.4096 0.0567 1.1077 1.1077 1.1077 1.1077 0.0000 10,639.92 89 10,639.92 89 0.3393 0.1924 10,705.75 43 Energy 0.5560 4.7510 2.0217 0.0303 0.3841 0.3841 0.3841 0.3841 6,065.125 3 6,065.125 3 0.1163 0.1112 6,101.167 3 Mobile 27.8047 25.5518 203.9037 0.4043 38.8982 0.2973 39.1954 10.3729 0.2782 10.6512 41,145.25 70 41,145.25 70 2.1452 2.0462 41,808.63 90 Total 60.8698 39.4454 289.3350 0.4913 38.8982 1.7890 40.6872 10.3729 1.7700 12.1429 0.0000 57,850.31 12 57,850.31 12 2.6007 2.3498 58,615.56 06 Mitigated Operational CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 6 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Site Preparation Site Preparation 6/1/2022 11/15/2022 5 120 2 Grading Grading 11/16/2022 1/23/2024 5 310 3 Building Construction Building Construction 1/24/2024 4/11/2028 5 1100 4 Paving Paving 1/24/2024 11/26/2024 5 220 5 Architectural Coating Architectural Coating 6/1/2024 6/1/2028 5 1044 OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Architectural Coating Air Compressors 1 6.00 78 0.48 Building Construction Cranes 1 7.00 231 0.29 Grading Excavators 2 8.00 158 0.38 Building Construction Forklifts 3 8.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Grading Graders 1 8.00 187 0.41 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 2,363,985; Residential Outdoor: 787,995; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 20,386 (Architectural Coating – sqft) Acres of Grading (Site Preparation Phase): 180 Acres of Grading (Grading Phase): 106.4 Acres of Paving: 7.8 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 7 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.1 Mitigation Measures Construction Use Soil Stabilizer Water Exposed Area Paving Pavers 2 8.00 130 0.42 Paving Paving Equipment 2 8.00 132 0.36 Paving Rollers 2 8.00 80 0.38 Grading Rubber Tired Dozers 1 8.00 247 0.40 Site Preparation Rubber Tired Dozers 3 8.00 247 0.40 Grading Scrapers 2 8.00 367 0.48 Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37 Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Building Construction Welders 1 8.00 46 0.45 Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Site Preparation 7 18.00 0.00 0.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 6,045.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 751.00 159.00 0.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 150.00 0.00 0.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 8 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.2 Site Preparation - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 19.6570 0.0000 19.6570 10.1025 0.0000 10.1025 0.0000 0.0000 Off-Road 3.1701 33.0835 19.6978 0.0380 1.6126 1.6126 1.4836 1.4836 3,686.061 9 3,686.061 9 1.1922 3,715.865 5 Total 3.1701 33.0835 19.6978 0.0380 19.6570 1.6126 21.2696 10.1025 1.4836 11.5860 3,686.061 9 3,686.061 9 1.1922 3,715.865 5 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0851 0.0458 0.7017 1.4400e- 003 0.1506 7.9000e- 004 0.1514 0.0400 7.3000e- 004 0.0407 145.6432 145.6432 4.5100e- 003 4.2200e- 003 147.0125 Total 0.0851 0.0458 0.7017 1.4400e- 003 0.1506 7.9000e- 004 0.1514 0.0400 7.3000e- 004 0.0407 145.6432 145.6432 4.5100e- 003 4.2200e- 003 147.0125 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 9 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.2 Site Preparation - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 8.8457 0.0000 8.8457 4.5461 0.0000 4.5461 0.0000 0.0000 Off-Road 3.1701 33.0835 19.6978 0.0380 1.6126 1.6126 1.4836 1.4836 0.0000 3,686.061 9 3,686.061 9 1.1922 3,715.865 5 Total 3.1701 33.0835 19.6978 0.0380 8.8457 1.6126 10.4582 4.5461 1.4836 6.0297 0.0000 3,686.061 9 3,686.061 9 1.1922 3,715.865 5 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0851 0.0458 0.7017 1.4400e- 003 0.1506 7.9000e- 004 0.1514 0.0400 7.3000e- 004 0.0407 145.6432 145.6432 4.5100e- 003 4.2200e- 003 147.0125 Total 0.0851 0.0458 0.7017 1.4400e- 003 0.1506 7.9000e- 004 0.1514 0.0400 7.3000e- 004 0.0407 145.6432 145.6432 4.5100e- 003 4.2200e- 003 147.0125 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 10 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 6.4172 0.0000 6.4172 3.3542 0.0000 3.3542 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 6,011.410 5 6,011.410 5 1.9442 6,060.015 8 Total 3.6248 38.8435 29.0415 0.0621 6.4172 1.6349 8.0520 3.3542 1.5041 4.8583 6,011.410 5 6,011.410 5 1.9442 6,060.015 8 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0609 2.3272 0.5886 0.0110 0.3420 0.0275 0.3696 0.0938 0.0264 0.1202 1,170.713 2 1,170.713 2 8.1600e- 003 0.1842 1,225.797 6 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0946 0.0509 0.7797 1.6000e- 003 0.1673 8.8000e- 004 0.1682 0.0444 8.1000e- 004 0.0452 161.8258 161.8258 5.0100e- 003 4.6900e- 003 163.3472 Total 0.1555 2.3781 1.3683 0.0126 0.5094 0.0284 0.5378 0.1382 0.0272 0.1654 1,332.538 9 1,332.538 9 0.0132 0.1889 1,389.144 8 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 11 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 2.8877 0.0000 2.8877 1.5094 0.0000 1.5094 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 0.0000 6,011.410 5 6,011.410 5 1.9442 6,060.015 8 Total 3.6248 38.8435 29.0415 0.0621 2.8877 1.6349 4.5226 1.5094 1.5041 3.0135 0.0000 6,011.410 5 6,011.410 5 1.9442 6,060.015 8 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0609 2.3272 0.5886 0.0110 0.3420 0.0275 0.3696 0.0938 0.0264 0.1202 1,170.713 2 1,170.713 2 8.1600e- 003 0.1842 1,225.797 6 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0946 0.0509 0.7797 1.6000e- 003 0.1673 8.8000e- 004 0.1682 0.0444 8.1000e- 004 0.0452 161.8258 161.8258 5.0100e- 003 4.6900e- 003 163.3472 Total 0.1555 2.3781 1.3683 0.0126 0.5094 0.0284 0.5378 0.1382 0.0272 0.1654 1,332.538 9 1,332.538 9 0.0132 0.1889 1,389.144 8 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 12 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2023 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 6.4172 0.0000 6.4172 3.3542 0.0000 3.3542 0.0000 0.0000 Off-Road 3.3217 34.5156 28.0512 0.0621 1.4245 1.4245 1.3105 1.3105 6,011.477 7 6,011.477 7 1.9442 6,060.083 6 Total 3.3217 34.5156 28.0512 0.0621 6.4172 1.4245 7.8416 3.3542 1.3105 4.6648 6,011.477 7 6,011.477 7 1.9442 6,060.083 6 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0478 1.9218 0.5823 0.0106 0.3420 0.0236 0.3656 0.0938 0.0226 0.1164 1,125.502 2 1,125.502 2 7.7700e- 003 0.1771 1,178.460 7 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0874 0.0450 0.7116 1.5500e- 003 0.1673 8.3000e- 004 0.1682 0.0444 7.6000e- 004 0.0451 156.5424 156.5424 4.4800e- 003 4.3200e- 003 157.9404 Total 0.1352 1.9668 1.2939 0.0122 0.5094 0.0244 0.5338 0.1382 0.0233 0.1616 1,282.044 6 1,282.044 6 0.0123 0.1814 1,336.401 1 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 13 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2023 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 2.8877 0.0000 2.8877 1.5094 0.0000 1.5094 0.0000 0.0000 Off-Road 3.3217 34.5156 28.0512 0.0621 1.4245 1.4245 1.3105 1.3105 0.0000 6,011.477 7 6,011.477 7 1.9442 6,060.083 6 Total 3.3217 34.5156 28.0512 0.0621 2.8877 1.4245 4.3122 1.5094 1.3105 2.8199 0.0000 6,011.477 7 6,011.477 7 1.9442 6,060.083 6 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0478 1.9218 0.5823 0.0106 0.3420 0.0236 0.3656 0.0938 0.0226 0.1164 1,125.502 2 1,125.502 2 7.7700e- 003 0.1771 1,178.460 7 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0874 0.0450 0.7116 1.5500e- 003 0.1673 8.3000e- 004 0.1682 0.0444 7.6000e- 004 0.0451 156.5424 156.5424 4.4800e- 003 4.3200e- 003 157.9404 Total 0.1352 1.9668 1.2939 0.0122 0.5094 0.0244 0.5338 0.1382 0.0233 0.1616 1,282.044 6 1,282.044 6 0.0123 0.1814 1,336.401 1 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 14 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 6.4172 0.0000 6.4172 3.3542 0.0000 3.3542 0.0000 0.0000 Off-Road 3.2181 32.3770 27.7228 0.0621 1.3354 1.3354 1.2286 1.2286 6,009.748 7 6,009.748 7 1.9437 6,058.340 5 Total 3.2181 32.3770 27.7228 0.0621 6.4172 1.3354 7.7526 3.3542 1.2286 4.5828 6,009.748 7 6,009.748 7 1.9437 6,058.340 5 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0478 1.9401 0.5878 0.0104 0.3420 0.0232 0.3652 0.0938 0.0222 0.1161 1,106.741 2 1,106.741 2 7.9900e- 003 0.1741 1,158.827 9 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0812 0.0402 0.6634 1.5000e- 003 0.1673 7.9000e- 004 0.1681 0.0444 7.3000e- 004 0.0451 152.0554 152.0554 4.0700e- 003 4.0100e- 003 153.3509 Total 0.1291 1.9802 1.2513 0.0119 0.5094 0.0240 0.5334 0.1382 0.0230 0.1612 1,258.796 6 1,258.796 6 0.0121 0.1781 1,312.178 8 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 15 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 2.8877 0.0000 2.8877 1.5094 0.0000 1.5094 0.0000 0.0000 Off-Road 3.2181 32.3770 27.7228 0.0621 1.3354 1.3354 1.2286 1.2286 0.0000 6,009.748 7 6,009.748 7 1.9437 6,058.340 5 Total 3.2181 32.3770 27.7228 0.0621 2.8877 1.3354 4.2231 1.5094 1.2286 2.7380 0.0000 6,009.748 7 6,009.748 7 1.9437 6,058.340 5 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0478 1.9401 0.5878 0.0104 0.3420 0.0232 0.3652 0.0938 0.0222 0.1161 1,106.741 2 1,106.741 2 7.9900e- 003 0.1741 1,158.827 9 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0812 0.0402 0.6634 1.5000e- 003 0.1673 7.9000e- 004 0.1681 0.0444 7.3000e- 004 0.0451 152.0554 152.0554 4.0700e- 003 4.0100e- 003 153.3509 Total 0.1291 1.9802 1.2513 0.0119 0.5094 0.0240 0.5334 0.1382 0.0230 0.1612 1,258.796 6 1,258.796 6 0.0121 0.1781 1,312.178 8 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 16 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 2,555.698 9 2,555.698 9 0.6044 2,570.807 7 Total 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 2,555.698 9 2,555.698 9 0.6044 2,570.807 7 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2303 4.6081 2.5971 0.0230 0.7987 0.0350 0.8338 0.2301 0.0335 0.2636 2,428.254 9 2,428.254 9 0.0190 0.3389 2,529.720 4 Worker 3.0501 1.5075 24.9122 0.0565 6.2834 0.0298 6.3132 1.6666 0.0274 1.6941 5,709.680 8 5,709.680 8 0.1530 0.1504 5,758.327 5 Total 3.2804 6.1156 27.5094 0.0795 7.0821 0.0648 7.1469 1.8968 0.0609 1.9577 8,137.935 6 8,137.935 6 0.1719 0.4893 8,288.048 0 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 17 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 0.0000 2,555.698 9 2,555.698 9 0.6044 2,570.807 7 Total 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 0.0000 2,555.698 9 2,555.698 9 0.6044 2,570.807 7 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2303 4.6081 2.5971 0.0230 0.7987 0.0350 0.8338 0.2301 0.0335 0.2636 2,428.254 9 2,428.254 9 0.0190 0.3389 2,529.720 4 Worker 3.0501 1.5075 24.9122 0.0565 6.2834 0.0298 6.3132 1.6666 0.0274 1.6941 5,709.680 8 5,709.680 8 0.1530 0.1504 5,758.327 5 Total 3.2804 6.1156 27.5094 0.0795 7.0821 0.0648 7.1469 1.8968 0.0609 1.9577 8,137.935 6 8,137.935 6 0.1719 0.4893 8,288.048 0 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 18 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2264 4.5611 2.5511 0.0226 0.7987 0.0348 0.8336 0.2301 0.0333 0.2635 2,384.464 3 2,384.464 3 0.0189 0.3311 2,483.603 6 Worker 2.8395 1.3489 23.0441 0.0545 6.2834 0.0282 6.3116 1.6666 0.0259 1.6926 5,512.537 0 5,512.537 0 0.1376 0.1399 5,557.680 5 Total 3.0659 5.9100 25.5952 0.0772 7.0821 0.0630 7.1451 1.8968 0.0592 1.9560 7,897.001 3 7,897.001 3 0.1565 0.4710 8,041.284 1 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 19 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2264 4.5611 2.5511 0.0226 0.7987 0.0348 0.8336 0.2301 0.0333 0.2635 2,384.464 3 2,384.464 3 0.0189 0.3311 2,483.603 6 Worker 2.8395 1.3489 23.0441 0.0545 6.2834 0.0282 6.3116 1.6666 0.0259 1.6926 5,512.537 0 5,512.537 0 0.1376 0.1399 5,557.680 5 Total 3.0659 5.9100 25.5952 0.0772 7.0821 0.0630 7.1451 1.8968 0.0592 1.9560 7,897.001 3 7,897.001 3 0.1565 0.4710 8,041.284 1 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 20 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2229 4.5105 2.5115 0.0222 0.7987 0.0345 0.8332 0.2301 0.0330 0.2632 2,339.761 9 2,339.761 9 0.0189 0.3234 2,436.596 9 Worker 2.6529 1.2177 21.4644 0.0528 6.2834 0.0266 6.3100 1.6666 0.0245 1.6911 5,338.421 4 5,338.421 4 0.1244 0.1312 5,380.637 9 Total 2.8758 5.7281 23.9759 0.0750 7.0821 0.0611 7.1432 1.8968 0.0575 1.9542 7,678.183 3 7,678.183 3 0.1433 0.4546 7,817.234 8 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 21 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2229 4.5105 2.5115 0.0222 0.7987 0.0345 0.8332 0.2301 0.0330 0.2632 2,339.761 9 2,339.761 9 0.0189 0.3234 2,436.596 9 Worker 2.6529 1.2177 21.4644 0.0528 6.2834 0.0266 6.3100 1.6666 0.0245 1.6911 5,338.421 4 5,338.421 4 0.1244 0.1312 5,380.637 9 Total 2.8758 5.7281 23.9759 0.0750 7.0821 0.0611 7.1432 1.8968 0.0575 1.9542 7,678.183 3 7,678.183 3 0.1433 0.4546 7,817.234 8 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 22 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2199 4.4619 2.4779 0.0218 0.7987 0.0342 0.8329 0.2301 0.0327 0.2628 2,292.715 1 2,292.715 1 0.0189 0.3155 2,387.204 0 Worker 2.4862 1.1063 20.1187 0.0513 6.2834 0.0249 6.3083 1.6666 0.0229 1.6895 5,182.922 7 5,182.922 7 0.1131 0.1239 5,222.666 1 Total 2.7061 5.5681 22.5966 0.0730 7.0821 0.0591 7.1412 1.8968 0.0556 1.9524 7,475.637 8 7,475.637 8 0.1320 0.4394 7,609.870 1 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 23 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2199 4.4619 2.4779 0.0218 0.7987 0.0342 0.8329 0.2301 0.0327 0.2628 2,292.715 1 2,292.715 1 0.0189 0.3155 2,387.204 0 Worker 2.4862 1.1063 20.1187 0.0513 6.2834 0.0249 6.3083 1.6666 0.0229 1.6895 5,182.922 7 5,182.922 7 0.1131 0.1239 5,222.666 1 Total 2.7061 5.5681 22.5966 0.0730 7.0821 0.0591 7.1412 1.8968 0.0556 1.9524 7,475.637 8 7,475.637 8 0.1320 0.4394 7,609.870 1 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 24 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2176 4.4241 2.4524 0.0213 0.7987 0.0339 0.8326 0.2301 0.0324 0.2626 2,247.640 9 2,247.640 9 0.0189 0.3079 2,339.868 8 Worker 2.3407 1.0127 19.0167 0.0499 6.2834 0.0232 6.3066 1.6666 0.0213 1.6879 5,045.458 3 5,045.458 3 0.1036 0.1177 5,083.134 2 Total 2.5583 5.4368 21.4690 0.0713 7.0821 0.0571 7.1392 1.8968 0.0538 1.9505 7,293.099 2 7,293.099 2 0.1225 0.4256 7,423.002 9 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 25 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2176 4.4241 2.4524 0.0213 0.7987 0.0339 0.8326 0.2301 0.0324 0.2626 2,247.640 9 2,247.640 9 0.0189 0.3079 2,339.868 8 Worker 2.3407 1.0127 19.0167 0.0499 6.2834 0.0232 6.3066 1.6666 0.0213 1.6879 5,045.458 3 5,045.458 3 0.1036 0.1177 5,083.134 2 Total 2.5583 5.4368 21.4690 0.0713 7.0821 0.0571 7.1392 1.8968 0.0538 1.9505 7,293.099 2 7,293.099 2 0.1225 0.4256 7,423.002 9 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 26 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.5 Paving - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547 2 0.7140 2,225.396 3 Paving 0.0929 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0811 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547 2 0.7140 2,225.396 3 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0609 0.0301 0.4976 1.1300e- 003 0.1255 5.9000e- 004 0.1261 0.0333 5.5000e- 004 0.0338 114.0416 114.0416 3.0600e- 003 3.0000e- 003 115.0132 Total 0.0609 0.0301 0.4976 1.1300e- 003 0.1255 5.9000e- 004 0.1261 0.0333 5.5000e- 004 0.0338 114.0416 114.0416 3.0600e- 003 3.0000e- 003 115.0132 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 27 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.5 Paving - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547 2 0.7140 2,225.396 3 Paving 0.0929 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0811 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547 2 0.7140 2,225.396 3 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0609 0.0301 0.4976 1.1300e- 003 0.1255 5.9000e- 004 0.1261 0.0333 5.5000e- 004 0.0338 114.0416 114.0416 3.0600e- 003 3.0000e- 003 115.0132 Total 0.0609 0.0301 0.4976 1.1300e- 003 0.1255 5.9000e- 004 0.1261 0.0333 5.5000e- 004 0.0338 114.0416 114.0416 3.0600e- 003 3.0000e- 003 115.0132 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 28 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e- 003 0.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Total 14.3102 1.2188 1.8101 2.9700e- 003 0.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.6092 0.3011 4.9758 0.0113 1.2550 5.9500e- 003 1.2610 0.3329 5.4800e- 003 0.3384 1,140.415 6 1,140.415 6 0.0306 0.0300 1,150.132 0 Total 0.6092 0.3011 4.9758 0.0113 1.2550 5.9500e- 003 1.2610 0.3329 5.4800e- 003 0.3384 1,140.415 6 1,140.415 6 0.0306 0.0300 1,150.132 0 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 29 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e- 003 0.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Total 14.3102 1.2188 1.8101 2.9700e- 003 0.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.6092 0.3011 4.9758 0.0113 1.2550 5.9500e- 003 1.2610 0.3329 5.4800e- 003 0.3384 1,140.415 6 1,140.415 6 0.0306 0.0300 1,150.132 0 Total 0.6092 0.3011 4.9758 0.0113 1.2550 5.9500e- 003 1.2610 0.3329 5.4800e- 003 0.3384 1,140.415 6 1,140.415 6 0.0306 0.0300 1,150.132 0 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 30 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.5672 0.2694 4.6027 0.0109 1.2550 5.6200e- 003 1.2606 0.3329 5.1800e- 003 0.3381 1,101.039 4 1,101.039 4 0.0275 0.0280 1,110.056 0 Total 0.5672 0.2694 4.6027 0.0109 1.2550 5.6200e- 003 1.2606 0.3329 5.1800e- 003 0.3381 1,101.039 4 1,101.039 4 0.0275 0.0280 1,110.056 0 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 31 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.5672 0.2694 4.6027 0.0109 1.2550 5.6200e- 003 1.2606 0.3329 5.1800e- 003 0.3381 1,101.039 4 1,101.039 4 0.0275 0.0280 1,110.056 0 Total 0.5672 0.2694 4.6027 0.0109 1.2550 5.6200e- 003 1.2606 0.3329 5.1800e- 003 0.3381 1,101.039 4 1,101.039 4 0.0275 0.0280 1,110.056 0 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 32 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.5299 0.2432 4.2872 0.0106 1.2550 5.3100e- 003 1.2603 0.3329 4.8900e- 003 0.3378 1,066.262 6 1,066.262 6 0.0249 0.0262 1,074.694 7 Total 0.5299 0.2432 4.2872 0.0106 1.2550 5.3100e- 003 1.2603 0.3329 4.8900e- 003 0.3378 1,066.262 6 1,066.262 6 0.0249 0.0262 1,074.694 7 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 33 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.5299 0.2432 4.2872 0.0106 1.2550 5.3100e- 003 1.2603 0.3329 4.8900e- 003 0.3378 1,066.262 6 1,066.262 6 0.0249 0.0262 1,074.694 7 Total 0.5299 0.2432 4.2872 0.0106 1.2550 5.3100e- 003 1.2603 0.3329 4.8900e- 003 0.3378 1,066.262 6 1,066.262 6 0.0249 0.0262 1,074.694 7 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 34 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4966 0.2210 4.0184 0.0102 1.2550 4.9700e- 003 1.2600 0.3329 4.5700e- 003 0.3375 1,035.204 3 1,035.204 3 0.0226 0.0247 1,043.142 4 Total 0.4966 0.2210 4.0184 0.0102 1.2550 4.9700e- 003 1.2600 0.3329 4.5700e- 003 0.3375 1,035.204 3 1,035.204 3 0.0226 0.0247 1,043.142 4 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 35 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4966 0.2210 4.0184 0.0102 1.2550 4.9700e- 003 1.2600 0.3329 4.5700e- 003 0.3375 1,035.204 3 1,035.204 3 0.0226 0.0247 1,043.142 4 Total 0.4966 0.2210 4.0184 0.0102 1.2550 4.9700e- 003 1.2600 0.3329 4.5700e- 003 0.3375 1,035.204 3 1,035.204 3 0.0226 0.0247 1,043.142 4 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 36 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4675 0.2023 3.7983 9.9700e- 003 1.2550 4.6200e- 003 1.2596 0.3329 4.2600e- 003 0.3371 1,007.748 0 1,007.748 0 0.0207 0.0235 1,015.273 1 Total 0.4675 0.2023 3.7983 9.9700e- 003 1.2550 4.6200e- 003 1.2596 0.3329 4.2600e- 003 0.3371 1,007.748 0 1,007.748 0 0.0207 0.0235 1,015.273 1 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 37 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4675 0.2023 3.7983 9.9700e- 003 1.2550 4.6200e- 003 1.2596 0.3329 4.2600e- 003 0.3371 1,007.748 0 1,007.748 0 0.0207 0.0235 1,015.273 1 Total 0.4675 0.2023 3.7983 9.9700e- 003 1.2550 4.6200e- 003 1.2596 0.3329 4.2600e- 003 0.3371 1,007.748 0 1,007.748 0 0.0207 0.0235 1,015.273 1 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 38 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 4.0 Operational Detail - Mobile ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 27.8047 25.5518 203.9037 0.4043 38.8982 0.2973 39.1954 10.3729 0.2782 10.6512 41,145.25 70 41,145.25 70 2.1452 2.0462 41,808.63 90 Unmitigated 27.8047 25.5518 203.9037 0.4043 38.8982 0.2973 39.1954 10.3729 0.2782 10.6512 41,145.25 70 41,145.25 70 2.1452 2.0462 41,808.63 90 4.1 Mitigation Measures Mobile 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Low Rise 3,848.54 4,647.94 3585.88 8,780,401 8,780,401 Condo/Townhouse 1,080.00 1,221.00 942.00 2,416,833 2,416,833 Other Asphalt Surfaces 0.00 0.00 0.00 Single Family Housing 2,338.64 2,365.92 2120.40 5,170,330 5,170,330 Total 7,267.18 8,234.86 6,648.28 16,367,564 16,367,564 Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 11.00 3.50 4.50 40.20 19.20 40.60 86 11 3 Condo/Townhouse 11.00 3.50 4.50 40.20 19.20 40.60 86 11 3 Other Asphalt Surfaces 12.50 4.20 5.40 0.00 0.00 0.00 0 0 0 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 39 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Single Family Housing 11.00 3.50 4.50 40.20 19.20 40.60 86 11 3 4.4 Fleet Mix Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.517338 0.060386 0.185787 0.145354 0.024998 0.006973 0.010710 0.020387 0.000864 0.000234 0.022051 0.000914 0.004004 Condo/Townhouse 0.517338 0.060386 0.185787 0.145354 0.024998 0.006973 0.010710 0.020387 0.000864 0.000234 0.022051 0.000914 0.004004 Other Asphalt Surfaces 0.517338 0.060386 0.185787 0.145354 0.024998 0.006973 0.010710 0.020387 0.000864 0.000234 0.022051 0.000914 0.004004 Single Family Housing 0.517338 0.060386 0.185787 0.145354 0.024998 0.006973 0.010710 0.020387 0.000864 0.000234 0.022051 0.000914 0.004004 5.0 Energy Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day NaturalGas Mitigated 0.5560 4.7510 2.0217 0.0303 0.3841 0.3841 0.3841 0.3841 6,065.125 3 6,065.125 3 0.1163 0.1112 6,101.167 3 NaturalGas Unmitigated 0.5560 4.7510 2.0217 0.0303 0.3841 0.3841 0.3841 0.3841 6,065.125 3 6,065.125 3 0.1163 0.1112 6,101.167 3 5.1 Mitigation Measures Energy Historical Energy Use: N CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 40 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Low Rise 23662.7 0.2552 2.1807 0.9280 0.0139 0.1763 0.1763 0.1763 0.1763 2,783.850 0 2,783.850 0 0.0534 0.0510 2,800.393 0 Condo/Townhous e 8671.22 0.0935 0.7991 0.3401 5.1000e- 003 0.0646 0.0646 0.0646 0.0646 1,020.143 6 1,020.143 6 0.0196 0.0187 1,026.205 8 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Single Family Housing 19219.6 0.2073 1.7712 0.7537 0.0113 0.1432 0.1432 0.1432 0.1432 2,261.131 7 2,261.131 7 0.0433 0.0415 2,274.568 5 Total 0.5560 4.7510 2.0217 0.0303 0.3841 0.3841 0.3841 0.3841 6,065.125 3 6,065.125 3 0.1163 0.1112 6,101.167 3 Unmitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 41 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 6.1 Mitigation Measures Area 6.0 Area Detail 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Low Rise 23.6627 0.2552 2.1807 0.9280 0.0139 0.1763 0.1763 0.1763 0.1763 2,783.850 0 2,783.850 0 0.0534 0.0510 2,800.393 0 Condo/Townhous e 8.67122 0.0935 0.7991 0.3401 5.1000e- 003 0.0646 0.0646 0.0646 0.0646 1,020.143 6 1,020.143 6 0.0196 0.0187 1,026.205 8 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Single Family Housing 19.2196 0.2073 1.7712 0.7537 0.0113 0.1432 0.1432 0.1432 0.1432 2,261.131 7 2,261.131 7 0.0433 0.0415 2,274.568 5 Total 0.5560 4.7510 2.0217 0.0303 0.3841 0.3841 0.3841 0.3841 6,065.125 3 6,065.125 3 0.1163 0.1112 6,101.167 3 Mitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 42 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 32.5090 9.1426 83.4096 0.0567 1.1077 1.1077 1.1077 1.1077 0.0000 10,639.92 89 10,639.92 89 0.3393 0.1924 10,705.75 43 Unmitigated 32.5090 9.1426 83.4096 0.0567 1.1077 1.1077 1.1077 1.1077 0.0000 10,639.92 89 10,639.92 89 0.3393 0.1924 10,705.75 43 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 4.0414 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 25.1027 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.9621 8.2219 3.4987 0.0525 0.6648 0.6648 0.6648 0.6648 0.0000 10,495.98 00 10,495.98 00 0.2012 0.1924 10,558.35 24 Landscaping 2.4028 0.9207 79.9109 4.2200e- 003 0.4429 0.4429 0.4429 0.4429 143.9489 143.9489 0.1381 147.4019 Total 32.5090 9.1426 83.4096 0.0567 1.1077 1.1077 1.1077 1.1077 0.0000 10,639.92 89 10,639.92 89 0.3393 0.1924 10,705.75 43 Unmitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 43 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 7.1 Mitigation Measures Water 7.0 Water Detail 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 4.0414 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 25.1027 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.9621 8.2219 3.4987 0.0525 0.6648 0.6648 0.6648 0.6648 0.0000 10,495.98 00 10,495.98 00 0.2012 0.1924 10,558.35 24 Landscaping 2.4028 0.9207 79.9109 4.2200e- 003 0.4429 0.4429 0.4429 0.4429 143.9489 143.9489 0.1381 147.4019 Total 32.5090 9.1426 83.4096 0.0567 1.1077 1.1077 1.1077 1.1077 0.0000 10,639.92 89 10,639.92 89 0.3393 0.1924 10,705.75 43 Mitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 44 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 11.0 Vegetation 8.1 Mitigation Measures Waste 8.0 Waste Detail 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:24 PMPage 45 of 45 Refuge Palm Desert - Salton Sea Air Basin, Summer EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Refuge Palm Desert Salton Sea Air Basin, Winter Project Characteristics - Specific Plan allowing up to 969 single and multi-family dwelling units. Land Use - 571 apartments = PA 1 and 2; 248 SFH = PA 3 and 5; 150 Condo/rec amenities = PA 4 and 6; Other asphalt surface assumption for internal roadways. Population assumption 2.06 persons per household per Dept of Finance Table E-5 2021. Construction Phase - PA development will be phased, however assumes 6 year buildout of Specific Plan area as a whole for analysis purposes. Grading - Assumes grading for all planning areas. On-road Fugitive Dust - All roads are paved accessing the project site. Vehicle Trips - Weekday trip rates based on Traffic Analysis Scoping Agreement. Road Dust - All roads are or will be paved. Construction Off-road Equipment Mitigation - Assumes standard dust control measures required by City/SCAQMD. 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Apartments Low Rise 571.00 Dwelling Unit 28.40 571,000.00 1177 Single Family Housing 248.00 Dwelling Unit 49.60 446,400.00 511 Condo/Townhouse 150.00 Dwelling Unit 20.60 150,000.00 309 Other Asphalt Surfaces 7.80 Acre 7.80 339,768.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 10 Wind Speed (m/s)Precipitation Freq (Days)3.4 20 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2024Operational Year CO2 Intensity (lb/MWhr) 390.98 0.033CH4 Intensity (lb/MWhr) 0.004N2O Intensity (lb/MWhr) CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 1 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Table Name Column Name Default Value New Value tblConstructionPhase NumDays 220.00 1,044.00 tblConstructionPhase NumDays 3,100.00 1,100.00 tblConstructionPhase PhaseEndDate 5/25/2038 6/1/2028 tblConstructionPhase PhaseEndDate 9/16/2036 4/11/2028 tblConstructionPhase PhaseEndDate 10/29/2024 1/23/2024 tblConstructionPhase PhaseEndDate 7/21/2037 11/26/2024 tblConstructionPhase PhaseEndDate 8/22/2023 11/15/2022 tblConstructionPhase PhaseStartDate 7/22/2037 6/1/2024 tblConstructionPhase PhaseStartDate 10/30/2024 1/24/2024 tblConstructionPhase PhaseStartDate 8/23/2023 11/16/2022 tblConstructionPhase PhaseStartDate 9/17/2036 1/24/2024 tblConstructionPhase PhaseStartDate 3/8/2023 6/1/2022 tblGrading AcresOfGrading 930.00 106.40 tblGrading MaterialExported 0.00 48,362.00 tblLandUse LotAcreage 35.69 28.40 tblLandUse LotAcreage 80.52 49.60 tblLandUse LotAcreage 9.38 20.60 tblLandUse Population 1,844.00 1,177.00 tblLandUse Population 801.00 511.00 tblLandUse Population 485.00 309.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust HaulingPercentPave 50.00 100.00 tblOnRoadDust VendorPercentPave 50.00 100.00 tblOnRoadDust VendorPercentPave 50.00 100.00 tblOnRoadDust VendorPercentPave 50.00 100.00 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 2 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.0 Emissions Summary tblOnRoadDust VendorPercentPave 50.00 100.00 tblOnRoadDust VendorPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblOnRoadDust WorkerPercentPave 50.00 100.00 tblRoadDust RoadPercentPave 50 100 tblVehicleTrips WD_TR 7.32 6.74 tblVehicleTrips WD_TR 7.32 7.20 tblVehicleTrips WD_TR 9.44 9.43 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 3 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.1 Overall Construction (Maximum Daily Emission) ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2022 3.7538 41.4194 30.2023 0.0745 19.8076 1.6634 21.4210 10.1424 1.5313 11.6267 0.0000 7,321.289 2 7,321.289 2 1.9572 0.1891 7,426.575 2 2023 3.4320 36.6526 29.1551 0.0740 6.9265 1.4490 8.3755 3.4924 1.3339 4.8264 0.0000 7,272.622 2 7,272.622 2 1.9563 0.1818 7,375.699 6 2024 19.9262 34.5287 57.0181 0.1346 8.4626 1.3595 9.6769 3.4924 1.2516 4.7440 0.0000 13,420.19 25 13,420.19 25 1.9555 0.5265 13,615.56 60 2025 18.4952 20.2262 40.3490 0.1085 8.3371 0.6479 8.9850 2.2296 0.6124 2.8420 0.0000 10,872.96 14 10,872.96 14 0.8008 0.5028 11,042.80 52 2026 18.3283 20.0079 38.9819 0.1063 8.3371 0.6456 8.9828 2.2296 0.6103 2.8399 0.0000 10,651.70 71 10,651.70 71 0.7855 0.4843 10,815.67 21 2027 18.1784 19.8167 37.8141 0.1043 8.3371 0.6433 8.9804 2.2296 0.6081 2.8377 0.0000 10,446.62 42 10,446.62 42 0.7723 0.4674 10,605.22 02 2028 18.0471 19.6596 36.8577 0.1025 8.3371 0.6409 8.9780 2.2296 0.6059 2.8356 0.0000 10,261.56 93 10,261.56 93 0.7612 0.4523 10,415.37 41 Maximum 19.9262 41.4194 57.0181 0.1346 19.8076 1.6634 21.4210 10.1424 1.5313 11.6267 0.0000 13,420.19 25 13,420.19 25 1.9572 0.5265 13,615.56 60 Unmitigated Construction CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 4 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.1 Overall Construction (Maximum Daily Emission) ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2022 3.7538 41.4194 30.2023 0.0745 8.9963 1.6634 10.6096 4.5861 1.5313 6.0704 0.0000 7,321.289 2 7,321.289 2 1.9572 0.1891 7,426.575 2 2023 3.4320 36.6526 29.1551 0.0740 3.3971 1.4490 4.8460 1.6476 1.3339 2.9815 0.0000 7,272.622 2 7,272.622 2 1.9563 0.1818 7,375.699 5 2024 19.9262 34.5287 57.0181 0.1346 8.4626 1.3595 9.6769 2.2629 1.2516 3.3989 0.0000 13,420.19 25 13,420.19 25 1.9555 0.5265 13,615.56 60 2025 18.4952 20.2262 40.3490 0.1085 8.3371 0.6479 8.9850 2.2296 0.6124 2.8420 0.0000 10,872.96 14 10,872.96 14 0.8008 0.5028 11,042.80 52 2026 18.3283 20.0079 38.9819 0.1063 8.3371 0.6456 8.9828 2.2296 0.6103 2.8399 0.0000 10,651.70 71 10,651.70 71 0.7855 0.4843 10,815.67 21 2027 18.1784 19.8167 37.8141 0.1043 8.3371 0.6433 8.9804 2.2296 0.6081 2.8377 0.0000 10,446.62 42 10,446.62 42 0.7723 0.4674 10,605.22 02 2028 18.0471 19.6596 36.8577 0.1025 8.3371 0.6409 8.9780 2.2296 0.6059 2.8356 0.0000 10,261.56 93 10,261.56 93 0.7612 0.4523 10,415.37 41 Maximum 19.9262 41.4194 57.0181 0.1346 8.9963 1.6634 10.6096 4.5861 1.5313 6.0704 0.0000 13,420.19 25 13,420.19 25 1.9572 0.5265 13,615.56 60 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 20.92 0.00 19.02 33.14 0.00 26.87 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 5 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 32.5090 9.1426 83.4096 0.0567 1.1077 1.1077 1.1077 1.1077 0.0000 10,639.92 89 10,639.92 89 0.3393 0.1924 10,705.75 43 Energy 0.5560 4.7510 2.0217 0.0303 0.3841 0.3841 0.3841 0.3841 6,065.125 3 6,065.125 3 0.1163 0.1112 6,101.167 3 Mobile 18.1243 27.5785 167.0214 0.3586 38.8982 0.2977 39.1958 10.3729 0.2786 10.6515 36,534.38 05 36,534.38 05 2.2565 2.0851 37,212.14 99 Total 51.1893 41.4720 252.4526 0.4456 38.8982 1.7894 40.6876 10.3729 1.7704 12.1433 0.0000 53,239.43 47 53,239.43 47 2.7121 2.3887 54,019.07 14 Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 32.5090 9.1426 83.4096 0.0567 1.1077 1.1077 1.1077 1.1077 0.0000 10,639.92 89 10,639.92 89 0.3393 0.1924 10,705.75 43 Energy 0.5560 4.7510 2.0217 0.0303 0.3841 0.3841 0.3841 0.3841 6,065.125 3 6,065.125 3 0.1163 0.1112 6,101.167 3 Mobile 18.1243 27.5785 167.0214 0.3586 38.8982 0.2977 39.1958 10.3729 0.2786 10.6515 36,534.38 05 36,534.38 05 2.2565 2.0851 37,212.14 99 Total 51.1893 41.4720 252.4526 0.4456 38.8982 1.7894 40.6876 10.3729 1.7704 12.1433 0.0000 53,239.43 47 53,239.43 47 2.7121 2.3887 54,019.07 14 Mitigated Operational CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 6 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Site Preparation Site Preparation 6/1/2022 11/15/2022 5 120 2 Grading Grading 11/16/2022 1/23/2024 5 310 3 Building Construction Building Construction 1/24/2024 4/11/2028 5 1100 4 Paving Paving 1/24/2024 11/26/2024 5 220 5 Architectural Coating Architectural Coating 6/1/2024 6/1/2028 5 1044 OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Architectural Coating Air Compressors 1 6.00 78 0.48 Building Construction Cranes 1 7.00 231 0.29 Grading Excavators 2 8.00 158 0.38 Building Construction Forklifts 3 8.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Grading Graders 1 8.00 187 0.41 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 2,363,985; Residential Outdoor: 787,995; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 20,386 (Architectural Coating – sqft) Acres of Grading (Site Preparation Phase): 180 Acres of Grading (Grading Phase): 106.4 Acres of Paving: 7.8 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 7 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.1 Mitigation Measures Construction Use Soil Stabilizer Water Exposed Area Paving Pavers 2 8.00 130 0.42 Paving Paving Equipment 2 8.00 132 0.36 Paving Rollers 2 8.00 80 0.38 Grading Rubber Tired Dozers 1 8.00 247 0.40 Site Preparation Rubber Tired Dozers 3 8.00 247 0.40 Grading Scrapers 2 8.00 367 0.48 Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37 Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Building Construction Welders 1 8.00 46 0.45 Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Site Preparation 7 18.00 0.00 0.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 6,045.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 751.00 159.00 0.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 150.00 0.00 0.00 11.00 5.40 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 8 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.2 Site Preparation - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 19.6570 0.0000 19.6570 10.1025 0.0000 10.1025 0.0000 0.0000 Off-Road 3.1701 33.0835 19.6978 0.0380 1.6126 1.6126 1.4836 1.4836 3,686.061 9 3,686.061 9 1.1922 3,715.865 5 Total 3.1701 33.0835 19.6978 0.0380 19.6570 1.6126 21.2696 10.1025 1.4836 11.5860 3,686.061 9 3,686.061 9 1.1922 3,715.865 5 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0646 0.0471 0.4991 1.2300e- 003 0.1506 7.9000e- 004 0.1514 0.0400 7.3000e- 004 0.0407 124.0758 124.0758 4.4700e- 003 4.2700e- 003 125.4604 Total 0.0646 0.0471 0.4991 1.2300e- 003 0.1506 7.9000e- 004 0.1514 0.0400 7.3000e- 004 0.0407 124.0758 124.0758 4.4700e- 003 4.2700e- 003 125.4604 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 9 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.2 Site Preparation - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 8.8457 0.0000 8.8457 4.5461 0.0000 4.5461 0.0000 0.0000 Off-Road 3.1701 33.0835 19.6978 0.0380 1.6126 1.6126 1.4836 1.4836 0.0000 3,686.061 9 3,686.061 9 1.1922 3,715.865 5 Total 3.1701 33.0835 19.6978 0.0380 8.8457 1.6126 10.4582 4.5461 1.4836 6.0297 0.0000 3,686.061 9 3,686.061 9 1.1922 3,715.865 5 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0646 0.0471 0.4991 1.2300e- 003 0.1506 7.9000e- 004 0.1514 0.0400 7.3000e- 004 0.0407 124.0758 124.0758 4.4700e- 003 4.2700e- 003 125.4604 Total 0.0646 0.0471 0.4991 1.2300e- 003 0.1506 7.9000e- 004 0.1514 0.0400 7.3000e- 004 0.0407 124.0758 124.0758 4.4700e- 003 4.2700e- 003 125.4604 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 10 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 6.4172 0.0000 6.4172 3.3542 0.0000 3.3542 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 6,011.410 5 6,011.410 5 1.9442 6,060.015 8 Total 3.6248 38.8435 29.0415 0.0621 6.4172 1.6349 8.0520 3.3542 1.5041 4.8583 6,011.410 5 6,011.410 5 1.9442 6,060.015 8 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0572 2.5235 0.6062 0.0110 0.3420 0.0276 0.3696 0.0938 0.0264 0.1202 1,172.016 7 1,172.016 7 7.9900e- 003 0.1844 1,227.159 0 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0718 0.0524 0.5546 1.3600e- 003 0.1673 8.8000e- 004 0.1682 0.0444 8.1000e- 004 0.0452 137.8620 137.8620 4.9700e- 003 4.7500e- 003 139.4004 Total 0.1290 2.5759 1.1608 0.0124 0.5094 0.0285 0.5378 0.1382 0.0272 0.1654 1,309.878 7 1,309.878 7 0.0130 0.1891 1,366.559 4 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 11 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2022 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 2.8877 0.0000 2.8877 1.5094 0.0000 1.5094 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 0.0000 6,011.410 5 6,011.410 5 1.9442 6,060.015 8 Total 3.6248 38.8435 29.0415 0.0621 2.8877 1.6349 4.5226 1.5094 1.5041 3.0135 0.0000 6,011.410 5 6,011.410 5 1.9442 6,060.015 8 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0572 2.5235 0.6062 0.0110 0.3420 0.0276 0.3696 0.0938 0.0264 0.1202 1,172.016 7 1,172.016 7 7.9900e- 003 0.1844 1,227.159 0 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0718 0.0524 0.5546 1.3600e- 003 0.1673 8.8000e- 004 0.1682 0.0444 8.1000e- 004 0.0452 137.8620 137.8620 4.9700e- 003 4.7500e- 003 139.4004 Total 0.1290 2.5759 1.1608 0.0124 0.5094 0.0285 0.5378 0.1382 0.0272 0.1654 1,309.878 7 1,309.878 7 0.0130 0.1891 1,366.559 4 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 12 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2023 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 6.4172 0.0000 6.4172 3.3542 0.0000 3.3542 0.0000 0.0000 Off-Road 3.3217 34.5156 28.0512 0.0621 1.4245 1.4245 1.3105 1.3105 6,011.477 7 6,011.477 7 1.9442 6,060.083 6 Total 3.3217 34.5156 28.0512 0.0621 6.4172 1.4245 7.8416 3.3542 1.3105 4.6648 6,011.477 7 6,011.477 7 1.9442 6,060.083 6 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0436 2.0908 0.5960 0.0106 0.3420 0.0236 0.3657 0.0938 0.0226 0.1165 1,127.713 8 1,127.713 8 7.5700e- 003 0.1774 1,180.771 9 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0667 0.0462 0.5079 1.3200e- 003 0.1673 8.3000e- 004 0.1682 0.0444 7.6000e- 004 0.0451 133.4307 133.4307 4.4800e- 003 4.3700e- 003 134.8441 Total 0.1103 2.1370 1.1039 0.0119 0.5094 0.0245 0.5338 0.1382 0.0234 0.1616 1,261.144 5 1,261.144 5 0.0121 0.1818 1,315.616 0 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 13 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2023 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 2.8877 0.0000 2.8877 1.5094 0.0000 1.5094 0.0000 0.0000 Off-Road 3.3217 34.5156 28.0512 0.0621 1.4245 1.4245 1.3105 1.3105 0.0000 6,011.477 7 6,011.477 7 1.9442 6,060.083 6 Total 3.3217 34.5156 28.0512 0.0621 2.8877 1.4245 4.3122 1.5094 1.3105 2.8199 0.0000 6,011.477 7 6,011.477 7 1.9442 6,060.083 6 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0436 2.0908 0.5960 0.0106 0.3420 0.0236 0.3657 0.0938 0.0226 0.1165 1,127.713 8 1,127.713 8 7.5700e- 003 0.1774 1,180.771 9 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0667 0.0462 0.5079 1.3200e- 003 0.1673 8.3000e- 004 0.1682 0.0444 7.6000e- 004 0.0451 133.4307 133.4307 4.4800e- 003 4.3700e- 003 134.8441 Total 0.1103 2.1370 1.1039 0.0119 0.5094 0.0245 0.5338 0.1382 0.0234 0.1616 1,261.144 5 1,261.144 5 0.0121 0.1818 1,315.616 0 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 14 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 6.4172 0.0000 6.4172 3.3542 0.0000 3.3542 0.0000 0.0000 Off-Road 3.2181 32.3770 27.7228 0.0621 1.3354 1.3354 1.2286 1.2286 6,009.748 7 6,009.748 7 1.9437 6,058.340 5 Total 3.2181 32.3770 27.7228 0.0621 6.4172 1.3354 7.7526 3.3542 1.2286 4.5828 6,009.748 7 6,009.748 7 1.9437 6,058.340 5 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0436 2.1106 0.6016 0.0104 0.3420 0.0233 0.3653 0.0938 0.0223 0.1161 1,108.930 0 1,108.930 0 7.7900e- 003 0.1745 1,161.115 3 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0623 0.0412 0.4741 1.2800e- 003 0.1673 7.9000e- 004 0.1681 0.0444 7.3000e- 004 0.0451 129.6579 129.6579 4.0800e- 003 4.0500e- 003 130.9669 Total 0.1058 2.1517 1.0757 0.0117 0.5094 0.0241 0.5334 0.1382 0.0230 0.1612 1,238.587 9 1,238.587 9 0.0119 0.1785 1,292.082 2 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 15 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.3 Grading - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 2.8877 0.0000 2.8877 1.5094 0.0000 1.5094 0.0000 0.0000 Off-Road 3.2181 32.3770 27.7228 0.0621 1.3354 1.3354 1.2286 1.2286 0.0000 6,009.748 7 6,009.748 7 1.9437 6,058.340 5 Total 3.2181 32.3770 27.7228 0.0621 2.8877 1.3354 4.2231 1.5094 1.2286 2.7380 0.0000 6,009.748 7 6,009.748 7 1.9437 6,058.340 5 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0436 2.1106 0.6016 0.0104 0.3420 0.0233 0.3653 0.0938 0.0223 0.1161 1,108.930 0 1,108.930 0 7.7900e- 003 0.1745 1,161.115 3 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0623 0.0412 0.4741 1.2800e- 003 0.1673 7.9000e- 004 0.1681 0.0444 7.3000e- 004 0.0451 129.6579 129.6579 4.0800e- 003 4.0500e- 003 130.9669 Total 0.1058 2.1517 1.0757 0.0117 0.5094 0.0241 0.5334 0.1382 0.0230 0.1612 1,238.587 9 1,238.587 9 0.0119 0.1785 1,292.082 2 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 16 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 2,555.698 9 2,555.698 9 0.6044 2,570.807 7 Total 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 2,555.698 9 2,555.698 9 0.6044 2,570.807 7 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2109 5.0056 2.7004 0.0231 0.7987 0.0352 0.8339 0.2301 0.0337 0.2638 2,437.167 4 2,437.167 4 0.0183 0.3410 2,539.234 4 Worker 2.3386 1.5452 17.8034 0.0482 6.2834 0.0298 6.3132 1.6666 0.0274 1.6941 4,868.653 4 4,868.653 4 0.1532 0.1521 4,917.806 5 Total 2.5496 6.5509 20.5038 0.0713 7.0821 0.0650 7.1471 1.8968 0.0611 1.9579 7,305.820 8 7,305.820 8 0.1716 0.4931 7,457.041 0 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 17 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 0.0000 2,555.698 9 2,555.698 9 0.6044 2,570.807 7 Total 1.4716 13.4438 16.1668 0.0270 0.6133 0.6133 0.5769 0.5769 0.0000 2,555.698 9 2,555.698 9 0.6044 2,570.807 7 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2109 5.0056 2.7004 0.0231 0.7987 0.0352 0.8339 0.2301 0.0337 0.2638 2,437.167 4 2,437.167 4 0.0183 0.3410 2,539.234 4 Worker 2.3386 1.5452 17.8034 0.0482 6.2834 0.0298 6.3132 1.6666 0.0274 1.6941 4,868.653 4 4,868.653 4 0.1532 0.1521 4,917.806 5 Total 2.5496 6.5509 20.5038 0.0713 7.0821 0.0650 7.1471 1.8968 0.0611 1.9579 7,305.820 8 7,305.820 8 0.1716 0.4931 7,457.041 0 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 18 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2073 4.9542 2.6549 0.0227 0.7987 0.0350 0.8337 0.2301 0.0335 0.2636 2,393.297 3 2,393.297 3 0.0183 0.3331 2,493.019 6 Worker 2.1839 1.3810 16.5039 0.0465 6.2834 0.0282 6.3116 1.6666 0.0259 1.6926 4,702.495 1 4,702.495 1 0.1385 0.1414 4,748.100 1 Total 2.3912 6.3352 19.1588 0.0692 7.0821 0.0632 7.1453 1.8968 0.0594 1.9562 7,095.792 3 7,095.792 3 0.1568 0.4745 7,241.119 7 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 19 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2073 4.9542 2.6549 0.0227 0.7987 0.0350 0.8337 0.2301 0.0335 0.2636 2,393.297 3 2,393.297 3 0.0183 0.3331 2,493.019 6 Worker 2.1839 1.3810 16.5039 0.0465 6.2834 0.0282 6.3116 1.6666 0.0259 1.6926 4,702.495 1 4,702.495 1 0.1385 0.1414 4,748.100 1 Total 2.3912 6.3352 19.1588 0.0692 7.0821 0.0632 7.1453 1.8968 0.0594 1.9562 7,095.792 3 7,095.792 3 0.1568 0.4745 7,241.119 7 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 20 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2041 4.8989 2.6157 0.0223 0.7987 0.0347 0.8334 0.2301 0.0332 0.2633 2,348.494 8 2,348.494 8 0.0183 0.3253 2,445.895 6 Worker 2.0475 1.2451 15.3971 0.0451 6.2834 0.0266 6.3100 1.6666 0.0245 1.6911 4,555.419 2 4,555.419 2 0.1258 0.1325 4,598.059 3 Total 2.2516 6.1440 18.0128 0.0674 7.0821 0.0613 7.1434 1.8968 0.0576 1.9544 6,903.914 0 6,903.914 0 0.1441 0.4579 7,043.954 8 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 21 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2041 4.8989 2.6157 0.0223 0.7987 0.0347 0.8334 0.2301 0.0332 0.2633 2,348.494 8 2,348.494 8 0.0183 0.3253 2,445.895 6 Worker 2.0475 1.2451 15.3971 0.0451 6.2834 0.0266 6.3100 1.6666 0.0245 1.6911 4,555.419 2 4,555.419 2 0.1258 0.1325 4,598.059 3 Total 2.2516 6.1440 18.0128 0.0674 7.0821 0.0613 7.1434 1.8968 0.0576 1.9544 6,903.914 0 6,903.914 0 0.1441 0.4579 7,043.954 8 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 22 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2013 4.8460 2.5824 0.0218 0.7987 0.0344 0.8331 0.2301 0.0329 0.2630 2,301.340 9 2,301.340 9 0.0183 0.3174 2,396.379 7 Worker 1.9249 1.1299 14.4514 0.0438 6.2834 0.0249 6.3083 1.6666 0.0229 1.6895 4,423.782 5 4,423.782 5 0.1148 0.1250 4,463.916 2 Total 2.1262 5.9759 17.0338 0.0656 7.0821 0.0592 7.1413 1.8968 0.0558 1.9525 6,725.123 4 6,725.123 4 0.1331 0.4424 6,860.295 8 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 23 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.2013 4.8460 2.5824 0.0218 0.7987 0.0344 0.8331 0.2301 0.0329 0.2630 2,301.340 9 2,301.340 9 0.0183 0.3174 2,396.379 7 Worker 1.9249 1.1299 14.4514 0.0438 6.2834 0.0249 6.3083 1.6666 0.0229 1.6895 4,423.782 5 4,423.782 5 0.1148 0.1250 4,463.916 2 Total 2.1262 5.9759 17.0338 0.0656 7.0821 0.0592 7.1413 1.8968 0.0558 1.9525 6,725.123 4 6,725.123 4 0.1331 0.4424 6,860.295 8 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 24 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1992 4.8049 2.5573 0.0214 0.7987 0.0341 0.8328 0.2301 0.0326 0.2627 2,256.149 8 2,256.149 8 0.0183 0.3098 2,348.913 8 Worker 1.8172 1.0332 13.6753 0.0426 6.2834 0.0232 6.3066 1.6666 0.0213 1.6879 4,307.203 4 4,307.203 4 0.1055 0.1188 4,345.239 7 Total 2.0164 5.8381 16.2325 0.0640 7.0821 0.0572 7.1393 1.8968 0.0539 1.9507 6,563.353 3 6,563.353 3 0.1238 0.4285 6,694.153 5 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 25 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.4 Building Construction - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Total 1.3674 12.4697 16.0847 0.0270 0.5276 0.5276 0.4963 0.4963 0.0000 2,556.474 4 2,556.474 4 0.6010 2,571.498 1 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1992 4.8049 2.5573 0.0214 0.7987 0.0341 0.8328 0.2301 0.0326 0.2627 2,256.149 8 2,256.149 8 0.0183 0.3098 2,348.913 8 Worker 1.8172 1.0332 13.6753 0.0426 6.2834 0.0232 6.3066 1.6666 0.0213 1.6879 4,307.203 4 4,307.203 4 0.1055 0.1188 4,345.239 7 Total 2.0164 5.8381 16.2325 0.0640 7.0821 0.0572 7.1393 1.8968 0.0539 1.9507 6,563.353 3 6,563.353 3 0.1238 0.4285 6,694.153 5 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 26 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.5 Paving - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547 2 0.7140 2,225.396 3 Paving 0.0929 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0811 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547 2 0.7140 2,225.396 3 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0467 0.0309 0.3556 9.6000e- 004 0.1255 5.9000e- 004 0.1261 0.0333 5.5000e- 004 0.0338 97.2434 97.2434 3.0600e- 003 3.0400e- 003 98.2252 Total 0.0467 0.0309 0.3556 9.6000e- 004 0.1255 5.9000e- 004 0.1261 0.0333 5.5000e- 004 0.0338 97.2434 97.2434 3.0600e- 003 3.0400e- 003 98.2252 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 27 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.5 Paving - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547 2 0.7140 2,225.396 3 Paving 0.0929 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0811 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547 2 0.7140 2,225.396 3 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0467 0.0309 0.3556 9.6000e- 004 0.1255 5.9000e- 004 0.1261 0.0333 5.5000e- 004 0.0338 97.2434 97.2434 3.0600e- 003 3.0400e- 003 98.2252 Total 0.0467 0.0309 0.3556 9.6000e- 004 0.1255 5.9000e- 004 0.1261 0.0333 5.5000e- 004 0.0338 97.2434 97.2434 3.0600e- 003 3.0400e- 003 98.2252 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 28 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e- 003 0.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Total 14.3102 1.2188 1.8101 2.9700e- 003 0.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4671 0.3086 3.5560 9.6200e- 003 1.2550 5.9500e- 003 1.2610 0.3329 5.4800e- 003 0.3384 972.4341 972.4341 0.0306 0.0304 982.2516 Total 0.4671 0.3086 3.5560 9.6200e- 003 1.2550 5.9500e- 003 1.2610 0.3329 5.4800e- 003 0.3384 972.4341 972.4341 0.0306 0.0304 982.2516 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 29 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2024 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e- 003 0.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Total 14.3102 1.2188 1.8101 2.9700e- 003 0.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4671 0.3086 3.5560 9.6200e- 003 1.2550 5.9500e- 003 1.2610 0.3329 5.4800e- 003 0.3384 972.4341 972.4341 0.0306 0.0304 982.2516 Total 0.4671 0.3086 3.5560 9.6200e- 003 1.2550 5.9500e- 003 1.2610 0.3329 5.4800e- 003 0.3384 972.4341 972.4341 0.0306 0.0304 982.2516 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 30 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4362 0.2758 3.2964 9.2900e- 003 1.2550 5.6200e- 003 1.2606 0.3329 5.1800e- 003 0.3381 939.2467 939.2467 0.0277 0.0283 948.3556 Total 0.4362 0.2758 3.2964 9.2900e- 003 1.2550 5.6200e- 003 1.2606 0.3329 5.1800e- 003 0.3381 939.2467 939.2467 0.0277 0.0283 948.3556 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 31 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2025 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4362 0.2758 3.2964 9.2900e- 003 1.2550 5.6200e- 003 1.2606 0.3329 5.1800e- 003 0.3381 939.2467 939.2467 0.0277 0.0283 948.3556 Total 0.4362 0.2758 3.2964 9.2900e- 003 1.2550 5.6200e- 003 1.2606 0.3329 5.1800e- 003 0.3381 939.2467 939.2467 0.0277 0.0283 948.3556 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 32 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4090 0.2487 3.0753 9.0000e- 003 1.2550 5.3100e- 003 1.2603 0.3329 4.8900e- 003 0.3378 909.8707 909.8707 0.0251 0.0265 918.3873 Total 0.4090 0.2487 3.0753 9.0000e- 003 1.2550 5.3100e- 003 1.2603 0.3329 4.8900e- 003 0.3378 909.8707 909.8707 0.0251 0.0265 918.3873 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 33 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2026 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4090 0.2487 3.0753 9.0000e- 003 1.2550 5.3100e- 003 1.2603 0.3329 4.8900e- 003 0.3378 909.8707 909.8707 0.0251 0.0265 918.3873 Total 0.4090 0.2487 3.0753 9.0000e- 003 1.2550 5.3100e- 003 1.2603 0.3329 4.8900e- 003 0.3378 909.8707 909.8707 0.0251 0.0265 918.3873 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 34 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.3845 0.2257 2.8864 8.7400e- 003 1.2550 4.9700e- 003 1.2600 0.3329 4.5700e- 003 0.3375 883.5784 883.5784 0.0229 0.0250 891.5944 Total 0.3845 0.2257 2.8864 8.7400e- 003 1.2550 4.9700e- 003 1.2600 0.3329 4.5700e- 003 0.3375 883.5784 883.5784 0.0229 0.0250 891.5944 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 35 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2027 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.3845 0.2257 2.8864 8.7400e- 003 1.2550 4.9700e- 003 1.2600 0.3329 4.5700e- 003 0.3375 883.5784 883.5784 0.0229 0.0250 891.5944 Total 0.3845 0.2257 2.8864 8.7400e- 003 1.2550 4.9700e- 003 1.2600 0.3329 4.5700e- 003 0.3375 883.5784 883.5784 0.0229 0.0250 891.5944 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 36 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 281.4481 281.4481 0.0154 281.8319 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.3630 0.2064 2.7314 8.5100e- 003 1.2550 4.6200e- 003 1.2596 0.3329 4.2600e- 003 0.3371 860.2936 860.2936 0.0211 0.0237 867.8908 Total 0.3630 0.2064 2.7314 8.5100e- 003 1.2550 4.6200e- 003 1.2596 0.3329 4.2600e- 003 0.3371 860.2936 860.2936 0.0211 0.0237 867.8908 Unmitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 37 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 3.6 Architectural Coating - 2028 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 14.1295 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1709 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Total 14.3003 1.1455 1.8091 2.9700e- 003 0.0515 0.0515 0.0515 0.0515 0.0000 281.4481 281.4481 0.0154 281.8319 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.3630 0.2064 2.7314 8.5100e- 003 1.2550 4.6200e- 003 1.2596 0.3329 4.2600e- 003 0.3371 860.2936 860.2936 0.0211 0.0237 867.8908 Total 0.3630 0.2064 2.7314 8.5100e- 003 1.2550 4.6200e- 003 1.2596 0.3329 4.2600e- 003 0.3371 860.2936 860.2936 0.0211 0.0237 867.8908 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 38 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 4.0 Operational Detail - Mobile ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 18.1243 27.5785 167.0214 0.3586 38.8982 0.2977 39.1958 10.3729 0.2786 10.6515 36,534.38 05 36,534.38 05 2.2565 2.0851 37,212.14 99 Unmitigated 18.1243 27.5785 167.0214 0.3586 38.8982 0.2977 39.1958 10.3729 0.2786 10.6515 36,534.38 05 36,534.38 05 2.2565 2.0851 37,212.14 99 4.1 Mitigation Measures Mobile 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Low Rise 3,848.54 4,647.94 3585.88 8,780,401 8,780,401 Condo/Townhouse 1,080.00 1,221.00 942.00 2,416,833 2,416,833 Other Asphalt Surfaces 0.00 0.00 0.00 Single Family Housing 2,338.64 2,365.92 2120.40 5,170,330 5,170,330 Total 7,267.18 8,234.86 6,648.28 16,367,564 16,367,564 Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 11.00 3.50 4.50 40.20 19.20 40.60 86 11 3 Condo/Townhouse 11.00 3.50 4.50 40.20 19.20 40.60 86 11 3 Other Asphalt Surfaces 12.50 4.20 5.40 0.00 0.00 0.00 0 0 0 CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 39 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Single Family Housing 11.00 3.50 4.50 40.20 19.20 40.60 86 11 3 4.4 Fleet Mix Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.517338 0.060386 0.185787 0.145354 0.024998 0.006973 0.010710 0.020387 0.000864 0.000234 0.022051 0.000914 0.004004 Condo/Townhouse 0.517338 0.060386 0.185787 0.145354 0.024998 0.006973 0.010710 0.020387 0.000864 0.000234 0.022051 0.000914 0.004004 Other Asphalt Surfaces 0.517338 0.060386 0.185787 0.145354 0.024998 0.006973 0.010710 0.020387 0.000864 0.000234 0.022051 0.000914 0.004004 Single Family Housing 0.517338 0.060386 0.185787 0.145354 0.024998 0.006973 0.010710 0.020387 0.000864 0.000234 0.022051 0.000914 0.004004 5.0 Energy Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day NaturalGas Mitigated 0.5560 4.7510 2.0217 0.0303 0.3841 0.3841 0.3841 0.3841 6,065.125 3 6,065.125 3 0.1163 0.1112 6,101.167 3 NaturalGas Unmitigated 0.5560 4.7510 2.0217 0.0303 0.3841 0.3841 0.3841 0.3841 6,065.125 3 6,065.125 3 0.1163 0.1112 6,101.167 3 5.1 Mitigation Measures Energy Historical Energy Use: N CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 40 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Low Rise 23662.7 0.2552 2.1807 0.9280 0.0139 0.1763 0.1763 0.1763 0.1763 2,783.850 0 2,783.850 0 0.0534 0.0510 2,800.393 0 Condo/Townhous e 8671.22 0.0935 0.7991 0.3401 5.1000e- 003 0.0646 0.0646 0.0646 0.0646 1,020.143 6 1,020.143 6 0.0196 0.0187 1,026.205 8 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Single Family Housing 19219.6 0.2073 1.7712 0.7537 0.0113 0.1432 0.1432 0.1432 0.1432 2,261.131 7 2,261.131 7 0.0433 0.0415 2,274.568 5 Total 0.5560 4.7510 2.0217 0.0303 0.3841 0.3841 0.3841 0.3841 6,065.125 3 6,065.125 3 0.1163 0.1112 6,101.167 3 Unmitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 41 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 6.1 Mitigation Measures Area 6.0 Area Detail 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Low Rise 23.6627 0.2552 2.1807 0.9280 0.0139 0.1763 0.1763 0.1763 0.1763 2,783.850 0 2,783.850 0 0.0534 0.0510 2,800.393 0 Condo/Townhous e 8.67122 0.0935 0.7991 0.3401 5.1000e- 003 0.0646 0.0646 0.0646 0.0646 1,020.143 6 1,020.143 6 0.0196 0.0187 1,026.205 8 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Single Family Housing 19.2196 0.2073 1.7712 0.7537 0.0113 0.1432 0.1432 0.1432 0.1432 2,261.131 7 2,261.131 7 0.0433 0.0415 2,274.568 5 Total 0.5560 4.7510 2.0217 0.0303 0.3841 0.3841 0.3841 0.3841 6,065.125 3 6,065.125 3 0.1163 0.1112 6,101.167 3 Mitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 42 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 32.5090 9.1426 83.4096 0.0567 1.1077 1.1077 1.1077 1.1077 0.0000 10,639.92 89 10,639.92 89 0.3393 0.1924 10,705.75 43 Unmitigated 32.5090 9.1426 83.4096 0.0567 1.1077 1.1077 1.1077 1.1077 0.0000 10,639.92 89 10,639.92 89 0.3393 0.1924 10,705.75 43 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 4.0414 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 25.1027 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.9621 8.2219 3.4987 0.0525 0.6648 0.6648 0.6648 0.6648 0.0000 10,495.98 00 10,495.98 00 0.2012 0.1924 10,558.35 24 Landscaping 2.4028 0.9207 79.9109 4.2200e- 003 0.4429 0.4429 0.4429 0.4429 143.9489 143.9489 0.1381 147.4019 Total 32.5090 9.1426 83.4096 0.0567 1.1077 1.1077 1.1077 1.1077 0.0000 10,639.92 89 10,639.92 89 0.3393 0.1924 10,705.75 43 Unmitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 43 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 7.1 Mitigation Measures Water 7.0 Water Detail 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 4.0414 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 25.1027 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.9621 8.2219 3.4987 0.0525 0.6648 0.6648 0.6648 0.6648 0.0000 10,495.98 00 10,495.98 00 0.2012 0.1924 10,558.35 24 Landscaping 2.4028 0.9207 79.9109 4.2200e- 003 0.4429 0.4429 0.4429 0.4429 143.9489 143.9489 0.1381 147.4019 Total 32.5090 9.1426 83.4096 0.0567 1.1077 1.1077 1.1077 1.1077 0.0000 10,639.92 89 10,639.92 89 0.3393 0.1924 10,705.75 43 Mitigated CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 44 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied 11.0 Vegetation 8.1 Mitigation Measures Waste 8.0 Waste Detail 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2020.4.0 Date: 5/20/2022 2:16 PMPage 45 of 45 Refuge Palm Desert - Salton Sea Air Basin, Winter EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Not Applied B Appendix B Biological Resources Assessment Report (Available on City website) DRAFT REFUGE PALM DESERT PROJECT Assessor's Parcel Numbers 694-310-002, 694-310-003, & 694-310-006 Biological Resources Assessment & Coachella Valley Multiple Species Habitat Conservation Plan Compliance Report City of Palm Desert, Riverside County, California Submitted to: Terra Nova Planning and Research, Inc. 42635 Melanie Place, Suite 101 Palm Desert, CA 92211 Contact: Nicole Criste (760) 341-4800, ncriste@terranovaplanning.com Submitted by: Wood Environment and Infrastructure Solutions, Inc. 1845 Chicago Avenue, Suite D Riverside, CA 92507 Contact: John F. Green, Senior Biologist (951) 369-8060, john.green@woodplc.com 11 March 2022 Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 i TABLE OF CONTENTS PAGE 1.0 INTRODUCTION .................................................................................................................................. 1 2.0 REGULATORY FRAMEWORK .......................................................................................................... 1 2.1 Coachella Valley Multiple Species Habitat Conservation Plan ........................... 1 2.2 Protection of Migratory Birds .......................................................................................... 6 2.2.1 Migratory Bird Treaty Act ............................................................................... 6 2.2.2 Section 3503, 3505.5, & 3513 of the State Fish and Game Code .. 7 2.3 Waters of the United States and the State of California ....................................... 7 2.3.1 United States Army Corps of Engineers (USACE) ................................. 7 2.3.2 Regional Water Quality Control Board (RWQCB) ................................. 7 2.3.3 California Department of Fish and Wildlife ............................................ 7 3.0 METHODS .............................................................................................................................................. 8 3.1 Literature Review .................................................................................................................. 8 3.2 Field Assessment ................................................................................................................... 8 4.0 RESULTS .................................................................................................................................................. 9 4.1 Hydrology / Jurisdictional Waters .................................................................................. 9 4.2 Topography and Soils ......................................................................................................... 9 4.3 Vegetation ............................................................................................................................... 9 4.4 Wildlife .................................................................................................................................... 16 4.5 Special Status Elements .................................................................................................... 16 4.6 CVMSHCP Conservation Areas ...................................................................................... 24 5.0 Discussion ............................................................................................................................................ 27 5.1 Special Status Elements Tables ..................................................................................... 27 5.1.1 Plants .................................................................................................................... 27 5.1.2 Insects .................................................................................................................. 27 5.1.3 Burrowing Owl .................................................................................................. 27 5.1.4 Non-Nesting Special Status Bird Species Potentially Occurring .. 28 5.1.5 Special Status Bird Species .......................................................................... 28 5.2 Migratory Bird Treaty Act (MBTA) and State Code ............................................... 28 5.3 Special Status Mammals .................................................................................................. 28 Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 ii 6.0 CONCLUSION ..................................................................................................................................... 29 7.0 LITERATURE CITED AND REFERENCES ..................................................................................... 30 TABLE OF FIGURES Figure 1. Vicinity & Location ....................................................................................................................................... 2 Figure 2. Site Topography ............................................................................................................................................ 4 Figure 3. Site Location ................................................................................................................................................. 10 Figure 4. Soils .................................................................................................................................................................. 12 Figure 5. Vegetation Communities ......................................................................................................................... 14 Figure 6. CVMSHCP Conservation Areas .............................................................................................................. 25 TABLE OF TABLES Table 1 Special Status Plants .............................................................................................................................. 17 Table 2 Special Status Vegetation (Natural) Community ........................................................................ 19 Table 3 Special Status Insects ............................................................................................................................ 19 Table 4 Special Status Fish .................................................................................................................................. 20 Table 5 Special Status Reptiles .......................................................................................................................... 20 Table 6 Special Status Birds ................................................................................................................................ 21 Table 7 Special Status Mammals ...................................................................................................................... 22 LIST OF APPENDICES Appendix 1. Conceptual Site Plan ................................................................................................................................ Appendix 2. Species List: Plants .................................................................................................................................... Appendix 3.Species List: Animals ................................................................................................................................. Appendix 4. Photographic Exhibits ............................................................................................................................. Appendix 5. Coachella Valley Native Plants Recommended For Landscaping ........................................... Appendix 6. Prohibited Invasive Ornamental Plants............................................................................................. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 1 1.0 INTRODUCTION At the request of Terra Nova Planning and Research, Inc., this biological resources assessment & Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) compliance report was prepared by Wood Environment & Infrastructure Solutions, Inc. (Wood) for the proposed Refuge Palm Desert Project (project) in the City of Palm Desert, Riverside County, California. The approximately 105-acre project site is located immediately south of Gerald Ford Drive. The nearest major streets to the east, south, and west are respectively Portola Road, Frank Sinatra Drive, and Monterey Avenue (Figure 1). The site is located within Section 32 of Township 4 South, Range 6 East of the United States Geological Survey (USGS) 7.5’ Cathedral City, CA and Myoma, CA quadrangles. Onsite elevation ranges from approximately 275 – 305 feet (84 – 93 meters) above mean sea level (Figure 2). The project site is on assessor’s parcel numbers (APN) 694-310-002, -003, and -006. The project proposes the construction of 504 homes, see the conceptual site plan (Appendix 1). Information contained herein is intended to be used for compliance with state and federal regulations intended to protect waters, wildlife, special status elements, and their habitats. 2.0 REGULATORY FRAMEWORK Several relevant biological and environmental regulations have been included in this section, but the CVMSHCP is the primary regulatory entity for this project. 2.1 Coachella Valley Multiple Species Habitat Conservation Plan Finalized in October 2008, the CVMSHCP is a comprehensive regional plan that addresses the conservation needs of 27 species of native flora and fauna and 27 natural vegetation communities occurring throughout the Coachella Valley region of western Riverside County, California (Coachella Valley Association of Governments [CVAG] 2021). Permits for the CVMSHCP were issued by the California Department of Fish and Game (CDFG) [now the California Department of Fish and Wildlife (CDFW)] on September 9, 2008 and the United States Fish and Wildlife Service (USFWS) on October 1, 2008 (TE104604-0). The CVMSHCP serves two primary purposes: balancing environmental protection and economic development objectives in the CVMSHCP area and simplifying compliance with endangered species related laws. The CVMSHCP accomplishes this by conserving unfragmented habitat to permanently protect and secure viable populations of the covered species. The covered species include plants and animals that are either currently listed as threatened or endangered, are proposed for listing, or are believed by an USFWS and CDFW appointed Scientific Advisory Committee, to have a high probability of being proposed for listing in the future if not provided protection by the CVMSHCP. The goal of the CVMSHCP is to meet the requirements of the state and federal endangered species acts, while at the same time allowing for the economic growth (land development) within the CVMSHCP area without significant delay or hidden costs. Under the CVMSHCP, mitigation is required from all new development projects Path: \\sdg1-fs1\gis\3554_NaturalResources\TerraNova_PalmDesertRefuge_322520120\MXD\ReportFigures\Fig1_Regional.mxd, aaron.johnson 3/10/2022 1 inch = 2 miles 0 21Miles° Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) FIGURE 1 Regional MapRefuge Palm Desert ProjectRiverside County, California Project Boundary Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 3 This Page Intentionally Left Blank Path: \\sdg1-fs1\gis\3554_NaturalResources\TerraNova_PalmDesertRefuge_322520120\MXD\ReportFigures\Fig2_USGS.mxd, aaron.johnson 3/10/2022 1 inch = 2,000 feet 0 2,0001,000 Feet° Service Layer Credits: Copyright:© 2013 National Geographic Society, i-cubed FIGURE 2 USGS 7.5' Topo Quad: Cathedral CityRefuge Palm Desert ProjectRiverside County, California Project Boundary Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 5 This Page Intentionally Left Blank Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 6 occurring in the CVMSHCP area for the purpose of assembling a preserve system for the covered species and natural vegetation communities within areas identified as having high conservation value. Federal approval for the CVMSHCP was achieved under the Endangered Species Act (FESA or Act). The USFWS and the National Marine Fisheries Service are the designated federal agencies accountable for administering the FESA. FESA defines species as “endangered” or “threatened” and provides regulatory protection at the federal level. Section 10(a) of the FESA authorizes the issuance of incidental take permits and establishes standards for the content of habitat conservation plans, such as the CVMSHCP. State approval for the CVMSHCP was under the Natural Community Conservation Planning (NCCP) Program, managed by the CDFW. NCCPs are intended to conserve multiple species and their associated habitats, while also providing for compatible use of private lands. Through local planning, the NCCP planning process is designed to provide protection for wildlife and natural habitats before the environment becomes so fragmented or degraded by development that species listings are required under the California Endangered Species Act (CESA). Instead of conserving small, often isolated “islands” of habitat for just one listed species, agencies, local jurisdictions, and/or other interested parties have an opportunity through the NCCP to work cooperatively to develop plans that consider broad areas of land for conservation that would provide habitat for many species. Partners enroll in the programs, and, by mutual consent, areas considered to have high conservation priorities or values are set aside and protected from development. Partners may also agree to study, monitor, and develop management plans for these high value “reserve” areas. The NCCP provides an avenue for fostering economic growth by allowing approved development in areas with lower conservation value. The Coachella Valley NCCP is included as a part of the CVMSHCP. 2.2 Protection of Migratory Birds 2.2.1 Migratory Bird Treaty Act The Migratory Bird Treaty Act (MBTA) signed by the U.S., Great Britain, Mexico, Japan, and the countries of the former Soviet Union make it unlawful to pursue, capture, kill, and/or possess, or attempt to engage in any such conduct to any migratory bird, nest, egg or parts thereof listed in the MBTA document (USFWS 2022). The Secretary of the Interior can issue permits for incidental take of migratory bird species. As with the FESA, the MBTA also allows the Secretary of the Interior to grant permits for the incidental take of these protected migratory bird species. The USFWS permit for the CVMSHCP allows only for the take of covered bird species which are also listed under the FESA, as amended and which are also listed under the MBTA. For other birds protected by the MBTA, and not listed under the FESA, no take is authorized (including killing and wounding of any such birds or take of eggs and active nests). Take is defined as “to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, collect, or attempt to engage in such conduct.” Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 7 2.2.2 Section 3503, 3505.5, & 3513 of the State Fish and Game Code Section 3503 makes it unlawful to take, possess, or needlessly destroy the nest or eggs of any bird. Section 3505.5 makes it unlawful to take, possess, or destroy any birds in the order Falconiformes or Strigiformes (birds-of-prey, i.e.: owls, hawks, eagles, etc.) or to take, possess, or destroy the nest or eggs of any bird-of-prey. Section 3513 makes it unlawful to take or possess any migratory nongame bird as designated in the MBTA. See California Legislative Information (2022). 2.3 Waters of the United States and the State of California Impacts to federal and state jurisdictional waters are not covered by the CVMSHCP. 2.3.1 United States Army Corps of Engineers (USACE) The USACE regulates the discharge of dredged or fill material in Waters of the United States (WUS) pursuant to Section 404 of the Clean Water Act (CWA). 2.3.2 Regional Water Quality Control Board (RWQCB) The RWQCB regulates activities pursuant to Section 401(a)(1) of the CWA. Section 401 of the CWA specifies that certification from the State is required for any applicant requesting a federal license or permit to conduct any activity including, but not limited to, the construction or operation of facilities that may result in any discharge into navigable waters. Through the Porter Cologne Water Quality Control Act, the RWQCB asserts jurisdiction over Waters of the State of California (WSC) which is generally the same as WUS but may also include isolated waterbodies. The Porter Cologne Act defines WSC as “surface water or ground water, including saline waters, within the boundaries of the state”. 2.3.3 California Department of Fish and Wildlife The CDFW regulates water resources under Section 1600-1616 of the California Fish and Game Code. Section 1602 states: “An entity may not substantially divert or obstruct the natural flow of, or substantially change or use any material from the bed, channel, or bank of, any river, stream, or lake, or deposit or dispose of debris, waste, or other material containing crumbled, flaked, or ground pavement where it may pass into any river, stream, or lake.” Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 8 3.0 METHODS 3.1 Literature Review In preparation for the field visit, a literature search was conducted to identify special status biological resources known from the vicinity of the site. In the context of this report, and for the purpose of this assessment, vicinity is defined as areas within a five-mile radius of the site. The literature review included the following documents: California Natural Diversity Data Base (CNDDB) RareFind 5 (CDFW 2022a) California Native Plant Society's (CNPS) Inventory of Rare, Threatened, and Endangered Plants of California (CNPS 2022) CVMSHCP (CVAG 2022) United States Department of Agriculture (USDA), Natural Resources Conservation Service (NRCS). 2019. Web Soil Survey USGS 7.5’ Cathedral City, Myoma, Rancho Mirage, and La Quinta, CA quadrangles This document utilized the following standard references: for plant communities, the CVMSHCP (2022); for flora, the Jepson Flora Project (2022) and USDA NRCS PLANTS Database (2022); for amphibians, reptiles, and mammals, CDFW (2016); and for birds, the California Bird Records Committee (2022). 3.2 Field Assessment The field assessment was conducted on 7 March 2022 by Wood Senior Biologist John F. Green. General weather and site conditions were recorded at the beginning and end of the assessment. Temperatures and wind speeds were recorded with a handheld Kestrel anemometer. Temperatures during the 0830-1135 site visit ranged from 64 to 67 degrees Fahrenheit with winds from 0 to 5 miles per hour under nearly clear skies. Suitable habitat was assessed based on the presence or absence of habitat components (e.g., soils, vegetation and topography) characteristic of special status biological resources which were determined by the literature review to be potentially present. Pedestrian transects were walked around the entire site. All flora and fauna observed or otherwise detected (e.g., dead remains [primarily plants], vocalizations, presence of scat, tracks, and/or bones) during the assessment were recorded in field notes and are included in Appendices 2 and 3. Plant species of uncertain identity were photographed for identification. Photos representing general site conditions were taken at various points (Appendix 4). Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 9 4.0 RESULTS The project site is largely undeveloped, but not entirely undisturbed. The surrounding area is almost entirely developed with a golf course, sheriff’s station, and residences immediately adjacent to the site. Active construction is underway on the east project boundary where the largest remaining adjoining undeveloped land had been. These adjacent developments have caused edge effects to the project site such as construction disturbance; intrusion of landscaping vegetation; growth of atypical native vegetation around site margins due to adjacent irrigation; trash and debris; and site entry by vehicles, domestic dogs, and pedestrians. Drift fencing presumably meant to control blow-sand were also installed onsite. Only one small area adjacent to the northeastern-most portions of the site remains undeveloped and in similar condition to the project area (Figure 3). 4.1 Hydrology / Jurisdictional Waters There are no drainages or jurisdictional features onsite. Therefore, there will be no further discussion of hydrology or jurisdictional waters. 4.2 Topography and Soils The project site is covered with a surprising amount of blow-sand for a location so isolated by development. It forms small dunes in some areas and has also overtopped the golf course wall at some points. Some areas have lost sand depth or stabilized around athel trees or other obstacles. The Web Soil Survey (USDA, NRCS 2019) shows the following soil types on the site (Figure 4): Myoma fine sand, 0 - 5% slopes Myoma fine sand, 5 to 15 percent slopes Myoma soils are somewhat excessively drained with very slow runoff and rapid permeability. They are moderately alkaline fine and very fine sands which formed in sand blown from recent alluvium. Slopes are level to rolling. Sandy soils are associated with several potentially occurring special status species. 4.3 Vegetation A review of vegetation communities described by the CVMSHCP (natural communities) revealed “stabilized and partially stabilized desert dunes” as the community matching the physical and vegetative parameters of the site (Figure 5). This community is described as: “sand dune accumulations that are stabilized or partially stabilized” and “characterized by prominent dune features, with consistent cover of vegetation. This community may intergrade with” “stabilized and partially stabilized desert sand fields” and “includes perennial plant species typical of a creosote bush scrub matrix, with perennial shrub species including creosote bush (Larrea tridentata), four-wing saltbush (Atriplex canescens), California croton (Croton californicus), and indigo bush (Psorothamnus sp.).” All of these species occur onsite. Path: \\sdg1-fs1\gis\3554_NaturalResources\TerraNova_PalmDesertRefuge_322520120\MXD\ReportFigures\Fig3_ProjectSite.mxd, aaron.johnson 3/10/2022 1 inch = 500 feet 0 500250Feet ° Service Layer Credits: Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community FIGURE 3 Site LocationRefuge Palm Desert ProjectRiverside County, California Project Boundary Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 11 This Page Intentionally Left Blank Path: \\sdg1-fs1\gis\3554_NaturalResources\TerraNova_PalmDesertRefuge_322520120\MXD\ReportFigures\Fig4_Soil.mxd, aaron.johnson 3/10/2022 MaDMaB 1 inch = 500 feet 0 500250Feet ° Service Layer Credits: Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community FIGURE 4 SoilsRefuge Palm Desert ProjectRiverside County, California Project BoundarySoils MaB - Myoma fine sand, 0 to 5 percent slopes MaD - Myoma fine sand, 5 to 15 percent slopes Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 13 This Page Intentionally Left Blank Path: \\sdg1-fs1\GIS\3554_NaturalResources\TerraNova_PalmDesertRefuge_322520120\MXD\ReportFigures\Fig5_CVMSHCP_Vegetation.mxd, aaron.johnson 3/11/2022 1 inch = 500 feet 0 500250Feet ° Service Layer Credits: Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community FIGURE 5VegetationCoachella Valley MSHCPRefuge Palm Desert ProjectRiverside County, California Project Boundary Vegetation Communities Stabilized and partially stabilized desert dunes and sand fields Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 15 This Page Intentionally Left Blank Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 16 Twenty-three plant species were detected during the field visit. A list including common and scientific names, is attached (Appendix 2). Seventeen were native (74%). It should be noted that short-term biological studies of this nature are limited by the seasonality of plants and the timing of field visits. Drought conditions have likely limited the number of annuals as well as stunted those that have germinated. 4.4 Wildlife Vertebrate wildlife directly observed and/or detected otherwise (e.g., scat, bones, prints, feathers, burrows, etc.) during the assessment included a minimum of 19 species. This included two reptiles, 14 birds and at least three mammals. See Appendix 3 for a list of the species detected. It should be noted that short-term biological studies of this nature are limited by seasonality (for example migratory birds and “hibernating” mammals and reptiles), the fossorial and nocturnal habits of many mammals and reptiles, and the timing of field surveys. A complete inventory of the wildlife on the site would require extensive year-round surveys for invertebrates, amphibians, reptiles, birds, and mammals including, for example: diurnal netting/collecting and nocturnal black light traps for invertebrates, pitfall traps for amphibians and reptiles, and live trapping and/or the placement of tracking stations for the detection of nocturnal mammals. 4.5 Special Status Elements Plant or animal taxa may be considered "sensitive" or as having “special status” due to declining populations, vulnerability to habitat change, or because they have restricted ranges. Some are listed as threatened or endangered by the USFWS or by the CDFW and are protected by the FESA and/or CESA. Others have been identified as sensitive or as special status species by the USFWS, the CDFW, or by private conservation organizations, including the CNPS. Unlisted sensitive species do not have formal state or federal status but impacts to these species (if any) may nevertheless be considered significant. Knowledge of habitat associations, natural history, seasonality, and distribution is essential in the assessment of the potential for occurrence of the various sensitive plants and animals known to occur throughout the region. This knowledge, along with the literature review and site reconnaissance resulted in the identification of 43 special status elements which were either observed on the site, had CNDDB records within an approximate five-mile radius of the site, and/or which have potentially suitable habitat on the site. These included 18 plants, one vegetation community, five insects, one fish, two reptiles, nine birds, and seven mammals. Tables 1 through 7 provide a complete list of these sensitive biological resources, their associated status, their general habitat associations, and their respective site occurrence potential based on geographic distribution, the presence of potentially suitable habitat, and the collective expertise of Wood biologists. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 17 Table 1 Special Status Plants Species Status Habitat Probability Abronia villosa var. aurita chaparral sand-verbena CVMSHCP = No F = ND C = S2 CNPS = 1B.1 Sandy areas in chaparral, coastal scrub, desert dunes. 75 to 1600 meters (m.). Blooms (B): January – September. Low Species present onsite, but expected to be desert variety, not var. aurita. Astragalus hornii var. hornii Horn’s milk-vetch CVMSHCP = No F = ND C = S1 CNPS = 1B.1 Alkaline areas of lake margins, playas, meadows and seeps. 60 to 850 meters (m). B: May - October Absent No suitable habitat Astragalus lentiginosus var. coachellae Coachella Valley milk-vetch CVMSHCP = Yes F = END C = S1 CNPS = 1B.2 Sonoran Desert scrub; sandy flats, washes, outwash fans, sometimes on dunes. 40 to 665 m. B: January - September High Habitat suitable, site in modeled habitat, recorded onsite. Astragalus sabulonum gravel milk-vetch CVMSHCP = No F = ND C = S2 CNPS = 2B.2 Sandy or gravelly flats, washes, and roadsides in desert dunes, Mojavean desert scrub, & Sonoran Desert scrub. –60 to 930 m. B: February – June. High Habitat suitable Cuscuta californica var. apiculata pointed dodder CVMSHCP = No F = ND C = S3? CNPS = 3 Mojavean & Sonoran Desert scrub. 0 to 500 m. B: February – August. Moderate Habitat suitable Ditaxis claryana glandular ditaxis CVMSHCP = No F = ND C = S2 CNPS = 2B.2 Sandy soils in dry washes and on rocky hillsides in Mojavean & Sonoran Desert scrub. 0 to 465 m. B: October – March. Low Habitat marginal Ditaxis serrata var. californica California ditaxis CVMSHCP = No F = ND C = S2? CNPS = 3.2 Sonoran Desert scrub. 30 to 1000 m. B: March - December. Moderate Habitat suitable Euphorbia abramsiana Abram’s spurge CVMSHCP = No F = ND C = S2 CNPS = 2B.2 Sandy sites in Mojave and Sonoran Desert scrub. - 5 – 1,450 m. B: (August) September - November High Habitat suitable Euphorbia arizonica Arizona spurge CVMSHCP = No F = ND C = S3 CNPS = 2B.3 Sonoran Desert scrub. 50 – 300 m. B: March - April Moderate Habitat suitable Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 18 Table 1 Special Status Plants Species Status Habitat Probability Euphorbia platysperma flat-seeded spurge CVMSHCP = No F = ND C = S1 CNPS = 1B.2 Desert dunes, Sonoran Desert scrub. 65 – 100 m. B: February - September High Habitat suitable Johnstonella costata ribbed cryptantha CVMSHCP = No F = ND C = S4 CNPS = 4.3 Desert dunes in Mojavean & Sonoran Desert scrub. -60 – 500 m. B: February - May High Habitat suitable Juncus acutus ssp. leopoldii southwestern spiny rush CVMSHCP = No F = ND C = S4 CNPS = 4.2 Coastal dunes, marshes and swamps, meadows and seeps. 3- 900 m. B: (March) May-June. Absent No suitable habitat Juncus cooperi Cooper's rush CVMSHCP = No F = ND C = S3 CNPS = 4.3 Meadows and seeps. -260 -1770 m. B: April-May (August). Absent No suitable habitat Lycium torreyi Torrey's box-thorn CVMSHCP = No F = ND C = S3 CNPS = 4.2 Rocky, sandy, areas, streambanks & washes in Mojavean & Sonoran Desert scrub. -50 – 1220 m. B: (January-February) March-June (September-November). Low No focused survey conducted, but this is a large plant unlikely to have been overlooked unless at seedling stage. Nemacaulis denudata var. gracilis slender cottonheads CVMSHCP = No F = ND C = S2 CNPS = 2B.2 Sandy places in coastal dunes, desert dunes, & Sonoran Desert scrub. –50 to 400 m. B: March - May High Habitat suitable Petalonyx linearis narrow-leaf sandpaper-plant CVMSHCP = No F = ND C = S2S3 CNPS = 2B.3 Mojavean & Sonoran Desert scrub in sandy or rocky canyons. -25 to 1,115 m. B: (January – February) March – May (June – December). Very Low Habitat marginal Pseudorontium cyathiferum Deep Canyon snapdragon CVMSHCP = No F = ND C = S1 CNPS = 2B.3 Sonoran Desert scrub in rocky washes and on rocky slopes in the immediate vicinity of Deep Canyon. 0-800 m. B: February -April Absent Site not in immediate vicinity of Deep Canyon Xylorhiza cognata Mecca-aster CVMSHCP = Yes F = ND C = S2 CNPS = 1B.2 Sonoran Desert scrub. 20 - 400 m. B: January – June. Low Site probably not within the range of the species. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 19 Table 2 Special Status Vegetation (Natural) Community Species Status Habitat Probability Desert Fan Palm Oasis Woodland CVMSHCP = Yes F = ND C = S3.2 Not applicable Absent No palm oasis. Table 3 Special Status Insects Species Status Habitat Probability Bombus crotchii Crotch bumble bee MSHCP: No F: ND C: S1S2 Found from coastal California east to the Sierra- Cascade crest & south into Baja, Mexico. Primarily southwestern California, including Pacific coast, western desert, great valley, & adjacent foothills through most of California. Has also been recorded in southwest Nevada. Inhabits open grassland & scrub habitats. Primarily nests underground. Food plant genera include, but are not limited to: Antirrhinum, Phacelia, Clarkia, Dendromecon, Eschscholzia, and Eriogonum. Low Habitat marginal Dinacoma caseyi Casey’s June beetle CVMSHCP = No F = END C = S1 Found only in two populations in a small area of southern Palm Springs (Palm Canyon Wash). Absent Site not in range of the species. Macrobaenetes valgum Coachella giant sand treader cricket CVMSHCP = Yes F = ND C = S1S2 Active sand dune hummocks & ridges. Sites most favorable include spring-moistened sands. Moderate Habitat suitable, site is in modeled habitat for the species. Adjacency to golf course and residences provides residual soil moisture, evidenced by plants associated with moisture growing at site margins. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 20 Table 3 Special Status Insects Species Status Habitat Probability Oliarces clara cheeseweed owlfly (cheeseweed moth lacewing) CVMSHCP = No F = ND C = S2 Inhabits the lower Colorado River drainage and associated areas. Found under rocks or in flight over streams. Larrea tridentata is the suspected larval host. Low/Unknown No streams in vicinity, but larval host plant is present. Species natural history is poorly known. Stenopelmatus cahuilaensis Coachella Valley Jerusalem cricket CVMSHCP = Yes F: ND C: S1S2 Sand dune and sand field habitats, in the vicinity of the north base of the San Jacinto Mountains Low Habitat suitable, but site is at or beyond the edge of the species range. Table 4 Special Status Fish Species Status Habitat Probability Cyprinodon macularius desert pupfish CVMSHCP = Yes F = END C = END, S1 Desert ponds, springs, marshes and streams. Absent Habitat unsuitable (no water). Table 5 Special Status Reptiles Species Status Habitat Probability Phrynosoma mcallii flat-tailed horned lizard CVMSHCP = Yes F = ND C =SSC, S2 Restricted to desert washes and desert flats; requires vegetative cover, ants, and fine sand. Low Habitat suitable and in modeled habitat for the species. CVMSHCP surveys, however, have found the species to be extirpated over most of its former range in the Coachella Valley. Unlikely to have survived at this isolated location. Uma inornata Coachella Valley fringe-toed lizard CVMSHCP = Yes F = THR C = END, S1 Requires fine, loose, windblown sand interspersed with hardpan and widely spaced desert shrubs. Low Habitat suitable and in modeled habitat for the species. Unlikely to have survived at this isolated location, however. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 21 Table 6 Special Status Birds Species Status Habitat Probability Athene cunicularia burrowing owl CVMSHCP = Yes* F = MBTA, BCC C = SSC, S2 Open, dry annual or perennial grassland, deserts & scrublands characterized by low-growing vegetation. Burrows essential. Low Habitat suitable, but limited burrow opportunities. Calypte costae Costa's hummingbird CVMSHCP = No F = MBTA, BCC C = S4 Primary habitats are desert wash, edges of desert riparian and valley foothill riparian, coastal scrub, desert scrub, desert succulent shrub, lower-elevation chaparral, and palm oasis. Occurs Nesting and foraging habitat onsite. Empidonax traillii extimus southwestern willow flycatcher CVMSHCP: Yes* F: END, MBTA C: END, S1 Breeds in dense riparian areas. Absent (nesting) Habitat unsuitable Moderate (migration) Occurs in many habitats. Falco mexicanus prairie falcon CVMSHCP = No F = MBTA, BCC C = SSC, S3 Breeding sites located on cliffs, but forages far afield. Low No nesting habitat, potential for foraging only. Lanius ludovicianus loggerhead shrike CVMSHCP = No F = MBTA, BCC C = SSC, S4 Found in open habitats with widely spaced vegetation. Moderate Nesting and foraging habitat onsite. Polioptila melanura black-tailed gnatcatcher CVMSHCP = No F = MBTA C = WL, S3S4 Primarily inhabits wooded desert wash habitats; also occurs in desert scrub habitat, especially in winter. Moderate Nesting and foraging habitat present. Pyrocephalus rubinus vermilion flycatcher CVMSHCP = No F = MBTA C = SSC (nesting), S2S3 During nesting, inhabits desert riparian adjacent to irrigated fields, irrigation ditches, pastures, & other open, mesic areas with nest in cottonwood, willow, mesquite, or other large desert riparian trees. High Nesting, foraging habitat at west margin of site. Toxostoma crissale crissal thrasher CVMSHCP = Yes* F = MBTA C = SSC, S3 Resident of deserts in riparian and wash habitats. Nests in dense vegetation. Absent No suitable habitat. Toxostoma lecontei LeConte’s thrasher CVMSHCP = Yes* F = MBTA, BCC C = SSC (San Joaquin population only), S3 Primarily utilizes open desert washes, desert scrub, alkali desert scrub, and desert succulent scrub habitats; commonly nests in a dense, spiny shrub or densely branched cactus. Low Habitat marginal, but site is in CVMSHCP modeled habitat. Very unlikely to have persisted on this isolated site. * Species is to be conserved under the CVMSHCP, but is still protected by the MBTA Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 22 Table 7 Special Status Mammals Species Status Habitat Probability Chaetodipus fallax pallidus pallid San Diego pocket mouse CVMSHCP = No F = ND C = SSC, S3S4 Desert border areas mainly in east San Diego Co. in desert wash, desert scrub, desert succulent scrub, pinyon-juniper, etc. Low Marginal habitat present. Site likely beyond range of the species. Dipodomys merriami collinus Earthquake Merriam's (Aguanga) kangaroo rat CVMSHCP = No F = ND C = S1S2 Known only from San Diego & Riverside Counties. Associated with Riversidean sage scrub, chaparral, & non-native grassland. Needs sandy loam substrates for digging of burrows. Absent The CNDDB records near the project are out of range and habitat for this subspecies. Presumably the records are in error and refer to a different subspecies. Lasiurus xanthinus western yellow bat CVMSHCP = Yes F = ND C = SSC, S3 WBWG = H Found in valley foothill riparian, desert riparian & wash, & palm oasis habitats. Forages over water & among trees. Roosts in trees, particularly palms. Low No suitable palms onsite but could forage and potentially utilize trees onsite and on site margins for roosting. Neotoma lepida intermedia San Diego desert woodrat CVMSHCP = No F: ND C: SSC, S3S4 Coastal scrub of southern California, moderate to dense canopies preferred. They are particularly abundant in rock outcrops, rocky cliffs, and slopes. Absent No suitable habitat Ovis canadensis nelsoni pop. 2 Peninsular bighorn sheep DPS CVMSHCP = Yes F: END C: THR, S1 Desert rocky slopes of the Peninsular Ranges in San Diego, Riverside, and Imperial Counties Absent No suitable habitat Perognathus longimembris bangsi Palm Springs pocket mouse CVMSHCP = Yes F = ND C = SSC, S2 Inhabits flat or gently sloping areas with sparse vegetative cover and packed or sandy soils. High Habitat suitable, site is in CVMSHCP modeled habitat. Xerospermophilus tereticaudus chlorus Coachella Valley (Palm Springs) round-tailed ground squirrel CVMSHCP = Yes F = ND C = SSC, S1S2 Prefers open, flat, grassy areas in fine-textured, sandy soil in desert succulent scrub, desert wash, desert scrub, alkali scrub, & levees. High Habitat suitable, site is in CVMSHCP modeled habitat. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 23 Definitions of status designations and occurrence probabilities for Tables 1-6 Definitions of occurrence probability: Occurs: Observed onsite by Wood personnel or recently reported onsite by another reliable source. High:Observed in similar habitat in region by qualified biologists, or habitat onsite is a type often utilized by the species and the site is within the known range of the species. Moderate:Reported sightings in surrounding region, or site is within the known range of the species and habitat onsite is a type occasionally used by the species. Low: Site is within the known range of the species but habitat onsite is rarely used by the species Absent:A focused study failed to detect the species, suitable habitat not present, or site is outside the geographic distribution of the species. Unknown:No focused surveys have been performed in the region, species' distribution and habitat are poorly known. CVMSHCP designations Yes: Conserved by the CVMSHCP No: Not Specifically Conserved by the CVMSHCP Federal designations: (F = federal Endangered Species Act or USFWS designations) END:Federally listed, Endangered THR:Federally listed, Threatened CAN:Candidate for Federal listing MBTA: Migratory Bird Treaty Act BEPA:Bald Eagle Protection Act (also protects Golden Eagles) BCC:Birds of Conservation Concern ND:No designation State designations: (C = California Endangered Species Act or CDFW designations) END:State listed, Endangered THR:State listed, Threatened CAN:Candidate for State listing RARE:State listed, Rare FP:Fully Protected Species SSC:Species of Special Concern WL:Watch List Species ND:No designation CDFW state rankings are a reflection of the overall condition of an element throughout its California range. The number after the decimal point represents a threat designation attached to the rank: S1 = Critically Imperiled. Less than (<) 6 Element Occurrences (EOs) OR < 1,000 individuals OR < 2,000 acres S1.1 = very threatened S1.2 = threatened S1.3 = no current threats known S2 = Imperiled. 6-20 EOs OR 1,000-3,000 individuals OR 2,000-10,000 acres S2.1 = very threatened S2.2 = threatened S2.3 = no current threats known S3 = Vulnerable. 21-80 EOs OR 3,000-10,000 individuals OR 10,000-50,000 acres S3.1 = very threatened S3.2 = threatened S3.3 = no current threats known S4 = Apparently Secure. Uncommon but not rare in the state; some cause for long-term concern. S5 = Secure. Common, widespread, and abundant in the state. SH = All known California sites are historical, not extant Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 24 California Native Plant Society (CNPS) designations: Primary Categories LIST 1A: Plants Presumed Extirpated in California and Either Rare or Extinct Elsewhere LIST 1B: Plants Rare, Threatened, or Endangered in California and Elsewhere LIST 2A: Plants Presumed Extirpated in California, But Common Elsewhere LIST 2B: Plants Rare, Threatened, or Endangered in California, But More Common Elsewhere LIST 3: Plants About Which More Information is Needed - A Review List LIST 4: Plants of Limited Distribution - A Watch List Subdivisions within Categories 0.1: Seriously threatened in California 0.2: Moderately threatened in California 0.3: Not very threatened in California Western Bat Working Group (WBWG) designations: The Western Bat Working Group is comprised of agencies, organizations and individuals interested in bat research, management and conservation from the 13 western States and provinces. Its goals are (1) to facilitate communication among interested parties and reduce risks of species decline or extinction; (2) to provide a mechanism by which current information on bat ecology, distribution and research techniques can be readily accessed; and (3) to develop a forum to discuss conservation strategies, provide technical assistance and encourage education programs. H: High: Species which are imperiled or are at high risk of imperilment based on available information on distribution, status, ecology and known threats. M: Medium: Species which warrant a medium level of concern and need closer evaluation, more research, and conservation actions of both the species and possible threats. A lack of meaningful information is a major obstacle in adequately assessing these species' status and should be considered a threat. L: Low: Species for which most of the existing data support stable populations, and for which the potential for major changes in status in the near future is considered unlikely. There may be localized concerns, but the overall status of the species is believed to be secure. Conservation actions would still apply for these bats, but limited resources are best used on High and Medium status species. P: Periphery: This designation indicates a species on the edge of its range, for which no other designation has been determined. 4.6 CVMSHCP Conservation Areas The project site is not within or adjacent to any CVMSHCP conservation areas (Figure 6), so it is not subject to conservation area guidelines. Therefore, there will be no further discussion of CVMSHCP conservation areas. Path: \\sdg1-fs1\gis\3554_NaturalResources\TerraNova_PalmDesertRefuge_322520120\MXD\ReportFigures\Fig6_CVMSHCP_Conservation.mxd, aaron.johnson 3/10/2022 Thousand Palms Conservation Area Santa Rosa and San Jacinto Mountains Conservation Area 1 inch = 1 miles 0 10.5 Miles ° Service Layer Credits: Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community FIGURE 6 CVMSHCP Conservation AreasRefuge Palm Desert ProjectRiverside County, California Project Boundary CVMSHCP Conservation Area Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 26 This Page Intentionally Left Blank Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 27 5.0 DISCUSSION 5.1 Special Status Elements Tables Of the 43 special status elements identified by the literature review and site visit as occurring, or potentially occurring in the site vicinity (see Tables 1-7 above), 11 were determined to be absent due to a lack of suitable habitat (see probability column). Of the remaining 32 species which have some occurrence potential, nine are fully covered and conserved through participation in the CVMSHCP: Coachella Valley milk-vetch, Mecca-aster, Coachella giant sand treader cricket, Coachella Valley Jerusalem cricket, flat-tailed horned lizard, Coachella Valley fringe-toed lizard, western yellow bat, Palm Springs pocket mouse, and Coachella Valley (Palm Springs) round-tailed ground squirrel. Since potential impacts to these nine species will be mitigated through participation in the CVMSHCP they will not be discussed further. The remaining 23 species are discussed below. 5.1.1 Plants Thirteen special status plant species not covered by the CVMSHCP have potential to occur onsite: chaparral sand-verbena, gravel milk-vetch, pointed dodder, glandular ditaxis, California ditaxis, Abram’s spurge, Arizona spurge, flat-seeded spurge, ribbed cryptantha, Torrey’s box- thorn, slender cottonheads, narrow-leaved sandpaper plant, and Mecca-aster. None are state or federally listed as endangered or threatened. The site is isolated by development, becoming a small island of habitat. Research has shown that such sites tend to lose biodiversity over time, so even if any of these plant species persist now, they are likely to decline and be lost even if the site were to remain undeveloped. Given this, we do not anticipate the presence of any populations of significance. Since the project site is not within or immediately adjacent to a conservation area, no additional pre-construction surveys are required. 5.1.2 Insects Two insects not covered by the CVMSHCP have potential to occur on-site: Crotch bumble bee and cheeseweed owlfly. Neither is state or federally listed as endangered or threatened. For the reasons outlined in Section 5.1.1, even if present these species would not be expected to persist in the long term. We do not anticipate the presence of any populations of significance. Since the project site is not located within a conservation area and the project site is not likely to contain any long-term beneficial use for these species, no additional surveys are required. 5.1.3 Burrowing Owl The burrowing owl is a covered species under the CVMSHCP, but the federal permit for the CVMSHCP does not allow take of this species under the MBTA. This species nests and roosts underground and is thus particularly vulnerable to ground disturbing activities. Marginal habitat is present onsite for the owl, but the isolated nature of the site and limited burrowing opportunities observed make the possibility of occurrence quite low. Nevertheless, to avoid take of the burrowing owl the “CDFW recommends two take avoidance surveys. The first should Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 28 occur between 14 and 30 days prior to ground disturbance and the second within 24 hours of ground disturbance” (CDFG 2012, CDFW 2014). 5.1.4 Non-Nesting Special Status Bird Species Potentially Occurring Prairie falcon and willow flycatcher (southwestern and other subspecies) could occur onsite as migrants and/or foragers, but no nesting habitat is available. We do not recommend any further action regarding these species. 5.1.5 Special Status Bird Species The Costa’s hummingbird, loggerhead shrike, black-tailed gnatcatcher, vermilion flycatcher, and LeConte’s thrasher are all special status species which may nest onsite and in the project area. Costa’s hummingbird was present onsite during the field assessment. Of these five, only the LeConte’s thrasher is covered by the CVMSHCP. Regardless of their status, all are protected from take by the MBTA and state code. Nesting bird surveys for compliance with the MBTA and state code will prevent impacts to these species. This will be discussed further below. 5.2 Migratory Bird Treaty Act (MBTA) and State Code Virtually all native migratory and resident bird species, including many of the birds already known to occur in the vicinity (Appendix 3) are protected by the MBTA and state code. Avoidance of impacts to nesting migratory and resident birds is a requirement of the federal permit issued for the CVMSHCP. In order to avoid impacting nesting birds, either avoidance of project-related disturbance during the nesting season (generally from approximately 1 February to 31 August) or nesting bird surveys conducted by a qualified ornithologist or biologist immediately prior to site disturbance during the nesting season would be required. If an active nest is detected, a buffer would be established around it and no work would be permitted in that area near the nest until young have fledged. While there is no established protocol for nest avoidance, when consulted, the CDFW generally recommends avoidance buffers of about 500 feet for birds-of-prey and listed species, and 100 – 300 feet for unlisted songbirds. These measures will protect nesting birds, including the potentially occurring special status species. 5.3 Special Status Mammals Only one special status mammal not covered by the CVMSHCP was identified as being of potential occurrence: pallid San Diego pocket mouse. The possibility of occurrence is low, as the site is likely beyond the edge of this species’ range. Because of that, and for the reasons outlined in Section 5.1.1, even if present this species would not be expected to persist in the long term. We do not anticipate the presence of any population of significance and have no further recommendations. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 29 6.0 CONCLUSION Implementation of the proposed project would result in permanent impacts to the project site (see Appendix 1) including the biological resources occurring or potentially occurring in the impacted area. Project impacts will be mitigated through participation in the CVMSHCP. CVMSHCP landscaping suggestions are included in Appendices 5 and 6. With the implementation of the recommendations in this report, impacts to special-status species potentially occurring in the project area and their habitats would be expected to be less than significant. Recommendations include pre-construction surveys for burrowing owl and MBTA protected nesting birds. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 30 7.0 LITERATURE CITED AND REFERENCES California Bird Records Committee. 2022. Official California Checklist. Accessed online at: http://californiabirds.org/ca_list.asp California Department of Fish and Game (CDFG). 2012. Staff Report on Burrowing Owl Mitigation. March 7. California Department of Fish and Wildlife (CDFW). 2022a. California Natural Diversity Database (CNDDB) RareFind 5 records of sensitive elements. CDFW. 2022b. Special Animals List. April. Periodic publication. Sacramento, CA. Accessed online at: https://nrm.dfg.ca.gov/FileHandler.ashx?DocumentID=109406&inline CDFW. 2016. Complete List of Amphibian, Reptile, Bird and Mammal Species in California. May. Accessed online at: https://nrm.dfg.ca.gov/FileHandler.ashx?DocumentID=87155&inline CDFW. 2014. Email to Amec Foster Wheeler from Karen Riesz, CDFW Environmental Scientist, regarding CDFW recommendations for burrowing owl take avoidance within non- conservation areas in the CVMSHCP area. December 7th. California Legislative Information. 2022. Fish and Game Code of California. http://leginfo.legislature.ca.gov/faces/codesTOCSelected.xhtml?tocCode=FGC&tocTitle= +Fish+and+Game+Code+-+FGC California Native Plant Society (CNPS). 2022. Inventory of Rare, Threatened, and Endangered Plants of California. Accessed online at: http://www.rareplants.cnps.org Coachella Valley Association of Governments (CVAG). 2022. Coachella Valley Multiple Species Habitat Conservation Plan, including Major Amendment. Accessed online at: cvmshcp.org Jepson Flora Project. 2022. Jepson eFlora. Accessed online at: http://ucjeps.berkeley.edu/IJM.html Riverside County Information Technology. 2022. Map My County. Accessed online at: https://gis1.countyofriverside.us/Html5Viewer/index.html?viewer=MMC_Public United States Department of Agriculture (USDA), Natural Resources Conservation Service (NRCS). 2019. Web Soil Survey. Accessed online at: http://websoilsurvey.nrcs.usda.gov/app/ USDA, NRCS. 2022. The PLANTS Database. National Plant Data Team. Accessed online at: https://plants.usda.gov/java/ USFWS. 2022. Migratory Bird Treaty Act of 1918. Accessed online at: https://www.fws.gov/law/migratory-bird-treaty-act-1918 Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 31 APPENDIX 1 CONDITIONAL USE PERMIT Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 APPENDIX 2 SPECIES LIST: VASCULAR PLANTS Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 1-2 Species List: Vascular Plants This list reports only plants observed onsite by this study. Other species may have been overlooked or undetectable due to their growing season. †= special status species, * = non-native species, sp. = identified only to genus, spp. = two or more species, cf = compares favorably with, var. = variety, ssp. = subspecies DICOTYLEDONEAE DICOT FLOWERING PLANTS Asteraceae Sunflower Family Ambrosia salsola cheesebush Baccharis sergiloides desert baccharis Dicoria canescens desert twinbugs Geraea canescens desert-sunflower cf. Microseris lindleyi Lindley's silverpuffs (seedlings) Palafoxia arida Spanish-needle Pluchea sericea arrow-weed Boraginaceae Borage Family Eremocarya micrantha var. micrantha desert red-root Johnstonella angustifolia narrow-leaved Johnstonella Brassicaceae Mustard Family *Brassica tournefortii Sahara mustard Chenopodiaceae Goosefoot Family Atriplex canescens four-wing saltbush Ehretiaceae Ehretia Family Tiquilia plicata fan-leaved tiquilia Euphorbiaceae Spurge Family Croton californicus California croton Fabaceae Pea Family *Acacia sp. wattle Psorothamnus emoryi dyebush Loasaceae Loasa Family Mentzelia albicaulis whitestem blazingstar Nyctaginaceae Four O'Clock Family Abronia villosa sand verbena Onagraceae Evening-Primrose Family Chylismia claviformis browneyes Tamaricaceae Tamarisk Family *Tamarix aphylla athel *Tamarix ramosissima saltcedar Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 1-3 Zygophyllaceae Caltrop Family Larrea tridentata creosote bush MONOCOTYLEDONEAE MONOCOT FLOWERING PLANTS Arecaceae Palm Family ^Washingtonia sp. fan palm Poaceae Grass Family *Schismus sp. Mediterranean grass ^Fan palms onsite were small and presumed to have sprouted from the seeds of palms planted as landscaping on adjacent developments. They could potentially be native Washingtonia, but they are not native at this location. APPENDIX 3- SPECIES LIST: ANIMALS Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 Species List: Animals This list reports only animals observed by this study. Other species may have been overlooked or undetectable due to their activity patterns or weather conditions. [†= special status species, * = non-native species, sp. = identified only to genus, spp. = two or more species, cf = compares favorably with] REPTILIA REPTILES Iguanidae Iguanids Dipsosaurus dorsalis desert iguana Phrynosomatidae Spiny Lizards Uta stansburiana common side-blotched lizard AVES BIRDS Columbidae Pigeons and Doves Zenaida macroura mourning dove Trochilidae Hummingbirds †Calypte costae Costa's hummingbird Cathartidae New World Vultures Cathartes aura turkey vulture Falconidae Caracaras and Falcons Falco sparverius American kestrel Tyrannidae Tyrant Flycatchers Sayornis saya Say's phoebe Corvidae Crows and Jays Corvus corax common raven Remizidae Penduline Tits and Verdins Auriparus flaviceps verdin Hirundinidae Swallows Petrochelidon pyrrhonota cliff swallow Regulidae Kinglets Corthylio calendula ruby-crowned kinglet Polioptilidae Gnatcatchers and Gnatwrens Polioptila caerulea blue-gray gnatcatcher Mimidae Mockingbirds and Thrashers Mimus polyglottos northern mockingbird Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 Fringillidae Fringilline & Cardueline Finches and Allies Haemorhous mexicanus house finch Spinus psaltria lesser goldfinch Parulidae Wood-Warblers Setophaga coronata yellow-rumped warbler MAMMALIA MAMMALS LEPORIDAE Rabbits and Hares Lepus californicus black-tailed jackrabbit Rodentia Rodents ≥ one species burrows, scat, tracks, etc. Canidae Foxes, Wolves and Relatives Canis latrans coyote (scat) Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 APPENDIX 4 PHOTOGRAPHIC EXHIBITS Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 Photo 1. Typical site conditions where minimally impacted by edge effects. Photo 2. Edge effects (disturbance) along Gerald Ford Drive. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 Photo 3. Edge effects along the west site boundary. Photo 4. Edge effects from golf course landscaping, west site boundary. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 Photo 5. Dune / blow-sand from site overtopping the golf course wall on west boundary. Photo 6. Drift fencing near south site boundary. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 Photo 7. Drift fencing extending across much of the site center. Photo 8. Hummock with dying athel trees at site center. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 Photo 9. Extensive onsite impacts from offsite active development, east boundary. Photo 10. Area adjacent to northeastern site is only undeveloped land remaining on site boundary. Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 APPENDIX 5 COACHELLA VALLEY NATIVE PLANTS RECOMMENDED FOR LANDSCAPING Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 COACHELLA VALLEY NATIVE PLANTS RECOMMENDED FOR LANDSCAPING Note: Many of the following scientific names have undergone taxonomic changes in recent years. Refer to Jepson Flora Project (2022). BOTANICAL NAME COMMON NAME Trees Washingtonia filifera California fan palm Cercidium floridum blue palo verde Chilopsis linearis desert willow Olneya tesota ironwood tree Prosopis glandulosa var. torreyana honey mesquite Shrubs Acacia greggii cat’s claw acacia Ambrosia dumosa burro bush Atriplex canescens four wing saltbush Atriplex lentiformis quailbush Atriplex polycarpa cattle spinach Baccharis sergiloides squaw water-weed Bebia juncea sweet bush Cassia (Senna) covesii desert senna Condalia parryi crucilllo Crossosoma bigelovii crossosoma Dalea emoryi dye weed Dalea (Psorothamnus) schottii indigo bush Datura meteloides jimson weed Encelia farinosa brittle bush Ephedra aspera Mormon tea Eriogonum fasciculatum California buckwheat Eriogonum wrightii membranaceum Wright’s buckwheat Fagonia laevis no common name Gutierrezia sarothrae matchweed Haplopappus acradenius goldenbush Hibiscus denudatus desert hibiscus Hoffmannseggia microphylla rush pea Hymenoclea salsola cheesebush Hyptis emoryi desert lavender Isomeris arborea bladder pod Juniperus californica California juniper Krameria grayi ratany Krameria parvifolia little-leaved ratany Larrea tridentata creosote bush Lotus rigidus desert rock pea Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 BOTANICAL NAME COMMON NAME Lycium andersonii box thorn Petalonyx linearis long-leaved sandpaper plant Petalonyx thurberi sandpaper plant Peucephyllum schottii pygmy cedar Prunus fremontii desert apricot Rhus ovata sugar-bush Salazaria mexicana paper-bag bush Salvia apiana white sage Salvia eremostachya Santa Rosa sage Salvia vaseyi wand sage Simmondsia chinensis jojoba Sphaeralcia ambigua desert mallow Sphaeralcia ambigua rosacea apricot mallow Trixis californica trixis Zauschneria californica California fuchsia Groundcovers Mirabilis bigelovii wishbone bush Mirabilis tenuiloba white four o’clock Vines Vitis girdiana desert grape Accent Muhlenbergia rigens deer grass Herbaceous Perennials Adiantum capillus-veneris maiden-hair fern (w) Carex alma sedge (w) Dalea parryi Parry dalea (w) Eleocharis montevidensis spike rush (w) Equisetum laevigatum horsetail (w) Juncus bufonis toad rush (w) Juncus effuses juncus (w) Juncus macrophyllus juncus (w) Juncus mexicanus Mexican rush (w) Juncus xiphioides juncus (w) Notholaena parryi Parry cloak fern Pallaea mucronata bird-foot fern Cacti and Succulents Agave deserti desert agave Asclepias albicans desert milkweed Asclepias subulata ajamete Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 BOTANICAL NAME COMMON NAME Dudleya arizonica live-forever Dudleya saxosa rock dudleya Echinocereus engelmannii calico hedgehog cactus Ferocactus acanthodes barrel cactus Fouquieria splendens ocotillo Mamillaria dioica nipple cactus Mamillaria tetrancistra corkseed cactus Nolina parryi Parry nolina Opuntia acanthocarpa stag-horn cholla Opuntia bigelovii teddy bear or jumping cholla Opuntia basilaris beavertail cactus Opuntia echinocarpa silver or golden cholla Opuntia ramosissima pencil cholla Yucca schidigera Mojave yucca, Spanish dagger Yucca whipplei our Lord’s candle Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 APPENDIX 6 PROHIBITED INVASIVE ORNAMENTAL PLANTS Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 PROHIBITED INVASIVE ORNAMENTAL PLANTS BOTANICAL NAME COMMON NAME Acacia spp. (all species except A. greggii) acacia (all species except native catclaw acacia) Arundo donax1 giant reed Atriplex semibaccata1 Australian saltbush Avena barbata slender wild oat Avena fatua wild oat Brassica tournefortii2 African or Saharan mustard Bromus madritensis ssp. rubens1 red brome Bromus tectorum2 cheat grass Cortaderia jubata [syn.C. atacamensis] Jubata crass or Andean pampas grass Cortaderia dioica [syn. C. selloana] pampas grass Descurainia sophia tansy mustard Eichhornia crassipes water hyacinth Elaegnus angustifolia Russian olive Foeniculum vulgare sweet fennel Hirschfeldia incana short-pod mustard Lepidium latifolium perennial pepperweed Lolium multiflorum Italian ryegrass Nerium oleander oleander Nicotiana glauca1 tree tobacco Oenothera berlandieri3 Mexican evening primrose Olea europea European olive tree Parkinsonia aculeata1 Mexican palo verde Pennisetum clandestinum Kikuyu grass Pennisetum setaceum2 fountain grass Phoenix canariensis3 Canary Island date palm Phoenix dactylifera3 date palm Ricinus communis1 castorbean Salsola tragus1 Russian thistle Schinus molle Peruvian pepper tree Schinus terebinthifolius Brazilian pepper tree Schismus arabicus Mediterranean grass Schismus barbatus2 Saharan grass Stipa capensis2 no common name Tamarix spp. (all species)2 tamarisk or salt cedar Taeniatherum caput-medusae Medusa-head Tribulus terrestris puncturevine Vinca major periwinkle Washingtonia robusta Mexican fan palm Yucca gloriosa3 Spanish dagger Refuge Palm Desert Project Biological Resources Assessment & MSHCP Compliance Report March 2022 1indicates species known to be invasive in the Plan Area 2 indicates particularly troublesome invasive species 3 indicates species not on CalEPPC October 1999 “Exotic Pest Plants of Greatest Ecological Concern C Appendix C Cultural Resources Survey (Available on City website) Tel: 909 824 6400 Fax: 909 824 6405 April 21, 2022 Nicole Sauviat Criste Terra Nova Planning and Research, Inc. 42635 Melanie Place, Suite 101 Palm Desert, CA 92211 Re: Update to Historical/Archaeological Resources Survey Refuge at Palm Desert Project; APNs 694-310-002, -003, and -006 City of Palm Desert, Riverside County, California CRM TECH Contract No. 3847 Dear Ms. Criste: At your request, CRM TECH has completed a cultural resources study on approximately 106 acres of undeveloped land in the northwestern portion of the City of Palm Desert, Riverside County, California. The subject property of the study consists of Assessor’s Parcel Numbers 694-310-002, -003, and -006, located on the south side of Gerald Ford Drive between Portola Road and Monterey Avenue, in the east half of Section 32, Township 4 South Range 6 East, San Bernardino Baseline and Meridian, as depicted in the United States Geological Survey Cathedral City and Myoma, California, 7.5’ quadrangles (Figures 1, 2). The study is part of the environmental review process for the proposed subdivision of the three existing parcels for development of both private residences and rental properties. The City of Palm Desert, as the lead agency for the project, required the study in compliance with the California Environmental Quality Act (CEQA). The purpose of the study is to provide the City with the necessary information and analysis to determine whether the project would cause a substantial adverse change to any “historical resources,” as defined by CEQA, that may exist in the project area. Background As you know, the current project area was covered by a standard Phase I cultural resources survey that CRM TECH completed on a total of 132 acres in 2016 (Tang et al. 2016; Figure 3; see Attachment A). The scope of that study included a historical/archaeological resources records search, historical background research, Native American consultation, and an intensive-level field survey. In 2020, the northernmost portion of the project area was again surveyed for cultural resources as an update to the 2016 study using similar research procedures (Tang 2020; Figure 3; Attachment B). Neither of these previous surveys encountered any “historical resources” (Tang et al. 2016:15; Tang 2020:5). During the field survey in 2016, the remnants of three “jackrabbit homesteads” that were built in the late 1950s and abandoned shortly afterwards, including a concrete slab foundation and scattered building debris, were noted within the boundaries of that study, but none of these features demonstrated any potential to be considered historically significant, and none of them were found within the current project boundaries (Tang et al. 2016:13-15). 2 Figure 1. Location and configuration of the project area. (Based on USGS Cathedral City and Myoma, Calif., 7.5’ quadrangles, 1978/1981 edition) 3 Figure 2. Recent satellite image of the project area. (Based on Google Earth imagery) 4 Figure 3. The current project area compared with areas surveyed in 2016 and 2020. The present study was designed and implemented to update and reexamine the findings and conclusions of the 2016 and 2020 studies. Research procedures completed during this study include a review of data gathered during those studies and the results of more recent records searches on nearby properties, a Sacred Lands Files search at the State of California Native American Heritage Commission (NAHC), and a field inspection of the project area. A summary of the methods and results of these procedures is presented below, along with the final conclusion of the study. Updated Records Search Results Due to continued delays resulting from facility closure during the COVID-19 pandemic, a new records search was not obtained for this study from the Eastern Information Center (EIC) of the California Historical Resources Information System. Instead, the results of records searches for recent studies on other properties nearby, such as a survey completed in 2021 on a property approximately a half-mile to the north (Ballester and Gallardo 2021), were examined for pertinent information. A half-mile radius was adopted for the scope of the review to ensure consistent coverage. These data indicate that the 2016 and 2020 surveys discussed above remain the only cultural resources studies covering the project area, and that no historical/archaeological resources have been recorded within the project boundaries or anywhere within the half-mile radius. Sacred Lands File Search On February 23, 2022, CRM TECH submitted a written request to the NAHC for information in the Sacred Lands File pertaining to any known Native American cultural resources in the project 5 vicinity. In response, the NAHC states in a letter dated April 13 that the Sacred Lands File identified no such resources in or near the project area but refers to local Native American groups for further information (see Attachment C). The reply from the NAHC, including the referral list for local Native American representatives, is attached to this report for reference by the City of Palm Desert in future government-to-government consultations with the pertinent tribal groups, if necessary (see Attachment C). Current Condition of the Project Area The field inspection of the project area was carried out on February 28, 2022, by CRM TECH archaeologist Daniel Ballester, M.S., at a reconnaissance level by walking a series of parallel north- south transects spaced 50 meters (approximately 150 feet) apart. Ground visibility was excellent (90-100%) over the entire project area due to the relatively light and scattered vegetation growth (Figure 4). As in the past surveys, no historical/archaeological resources were encountered in the current project area during the field inspection. Recent disturbances were noted near the eastern project boundary, apparently the result of residential development on the adjacent property, and a block wall has been built along the boundary line. Off-road vehicle use and extensive pedestrian use are also evident on the property. Figure 4. Overview of the current condition of the project area. (Photograph taken on February 28, 2022; view to the southwest) 6 Conclusion and Recommendations In summary, the results of the previous surveys on the property and of research procedures completed during this study have established that no “historical resources” are known to be present within the project area. Therefore, CRM TECH reiterates the recommendations presented to the City of Palm Desert at the conclusion of the 2016 and 2020 studies: • The proposed project would not cause a substantial adverse change to any known “historical resources.” • No further cultural resources investigation is necessary for the project unless development plans undergo such changes as to include areas not covered by this study. • If buried cultural materials are discovered during any earth-moving operations associated with the project, all work in that area should be halted or diverted until a qualified archaeologist can evaluate the nature and significance of the finds. Thank you for this opportunity to be of service. If you have any questions regarding the findings of this study or need additional information, please do not hesitate to contact our office. Sincerely, Bai “Tom” Tang, M.A. Principal, CRM TECH References Cited Daniel Ballester, and Nina Gallardo 2021 Phase 1 Historical/Archaeological Resources Survey: The Crossings at Palm Desert Project, City of Palm Desert, Riverside County, California. On file, Eastern Information Center, University of California, Riverside. Tang, Bai “Tom” 2020 Update to Historical/Archaeological Resources Survey: Palm Desert Apartments Project, APN 694-310-006 and -007, City of Palm Desert, Riverside County, California. On file, Eastern Information Center, University of California, Riverside. (See Attachment B) Tang, Bai “Tom,” Terri Jacquemain, Daniel Ballester, and Nina Gallardo 2016 Historical/Archaeological Resources Survey: Assessor’s Parcel Numbers 694-300-001, - 002, -005, -014, -015, and 694-310-002, -003, -006, -007, City of Palm Desert, Riverside County, California. On file, Eastern Information Center, University of California, Riverside. (See Attachment A) ATTACHMENT A 2016 CULTURAL RESOURCES SURVEY HISTORICAL/ARCHAEOLOGICAL RESOURCES SURVEY ASSESSOR’S PARCEL NUMBERS 694-300-001, -002, -005, -014, -015, and 694-310-002, -003, -006, -007 City of Palm Desert Riverside County, California For Submittal to: Planning Department City of Palm Desert 73510 Fred Waring Drive Palm Desert, CA 92260 Prepared for: John Snell Lewis Management Corp. 1156 N. Mountain Avenue Upland, CA 91786 Prepared by: CRM TECH 1016 E. Cooley Drive, Suite A/B Colton, CA 92324 Bai “Tom” Tang, Principal Investigator Michael Hogan, Principal Investigator December 28, 2016 CRM TECH Contract No. 3147 Title: Historical/Archaeological Resources Survey: Assessor’s Parcel Numbers 694-300-001, -002, -005, -014, -015, and 694-310-002, -003, -006, -007, City of Palm Desert, Riverside County, California Author(s): Bai “Tom” Tang, Principal Investigator/Historian Terri Jacquemain, Historian/Report Writer Daniel Ballester, Archaeologist/Field Director Nina Gallardo, Archaeologist/Native American Liaison Consulting Firm: CRM TECH 1016 E. Cooley Drive, Suite A/B Colton, CA 92324 (909) 824-6400 Date: December 28, 2016 For Submittal to: Planning Department City of Palm Desert 73510 Fred Waring Drive Palm Desert, CA 92260 (760) 346-0611 Prepared for: John Snell Lewis Management Corp. 1156 N. Mountain Avenue Upland, CA 91786 (909) 985-0971 Project Size: Approximately 132 acres USGS Quadrangle: Cathedral City and Myoma, Calif., 7.5’ quadrangles (Section 32, T4S R6E, San Bernardino Baseline and Meridian) Keywords: Coachella Valley, western Colorado Desert; no “historical resources”/“tribal cultural resources” under CEQA i EXECUTIVE SUMMARY In November and December 2016, at the request of Lewis Management Corp., CRM TECH performed a cultural resources survey on approximately 132 acres of vacant land in the northwestern portion of the City of Palm Desert, Riverside County, California. The project area consists of Assessor’s Parcel Numbers 694-300-001, -002, -005, -014, -015, and 694-310-002, -003, -006, -007, located on the south side of Gerald Ford Drive and the west side of Portola Road, in the eastern half of Section 32, T4S R6E, San Bernardino Baseline and Meridian. The study is part of the environmental review process for the proposed subdivision of the property for residential development. The City of Palm Desert, as the lead agency for the project, required the study in compliance with the California Environmental Quality Act (CEQA). The purpose of the study is to provide the City with the necessary information and analysis to determine whether the proposed project would cause substantial adverse changes to any “historical resources,” or “tribal cultural resources,” as defined by CEQA, that may exist in or around the project area. In order to identify and evaluate such resources, CRM TECH conducted a historical/ archaeological resources records search, pursued historical background research, contacted Native American representatives, and carried out an intensive-level field survey of the entire project area. As a result of these research procedures, the remnants of three late-1950s “jackrabbit homesteads” were noted in eastern portion of the project area, but were found not to have the potential to be considered eligible for the California Register of Historical Resources. No “historical resources” or “tribal cultural resources” have been identified within or adjacent to the project area. Based on these findings, CRM TECH recommends to the City of Palm Desert a determination of No Impact regarding cultural resources. No further cultural resources investigation is recommended for the project unless development plans undergo such changes as to include areas not covered by this study. However, if buried cultural materials are discovered during any earth-moving operations associated with the project, all work in that area should be halted or diverted until a qualified archaeologist can evaluate the nature and significance of the finds. ii TABLE OF CONTENTS EXECUTIVE SUMMARY ................................................................................................................... i INTRODUCTION ................................................................................................................................ 1 SETTING .............................................................................................................................................. 3 Current Natural Setting ..................................................................................................................... 3 Cultural Setting ................................................................................................................................. 5 Prehistoric Context........................................................................................................................ 5 Ethnohistoric Context ................................................................................................................... 5 Historic Context ............................................................................................................................ 6 RESEARCH METHODS ..................................................................................................................... 7 Records Search.................................................................................................................................. 7 Historical Background Research....................................................................................................... 7 Native American Participation .......................................................................................................... 8 Field Survey ...................................................................................................................................... 8 RESULTS AND FINDINGS ................................................................................................................ 8 Records Search.................................................................................................................................. 8 Historical Background Research..................................................................................................... 10 Native American Participation ........................................................................................................ 12 Field Survey .................................................................................................................................... 13 DISCUSSION ..................................................................................................................................... 13 CONCLUSIONS AND RECOMMENDATIONS ............................................................................. 15 REFERENCES ................................................................................................................................... 15 APPENDIX 1: Personnel Qualifications ............................................................................................ 18 APPENDIX 2: Correspondence with Native American Representatives ........................................... 23 LIST OF FIGURES Figure 1. Project vicinity...................................................................................................................... 1 Figure 2. Project area ........................................................................................................................... 2 Figure 3. Overview of the current natural setting of the project area .................................................. 3 Figure 4. Aerial image of the project area ........................................................................................... 4 Figure 5. Previous cultural resources studies ....................................................................................... 9 Figure 6. The project area and vicinity in 1855-1856 ........................................................................ 11 Figure 7. The project area and vicinity in 1901 ................................................................................. 11 Figure 8. The project area and vicinity in 1941 ................................................................................. 11 Figure 9. The project area and vicinity in 1956-1958 ........................................................................ 11 Figure 10. Building debris in the project area.................................................................................... 13 1 INTRODUCTION In November and December 2016, at the request of Lewis Management Corp., CRM TECH performed a cultural resources survey on approximately 132 acres of vacant land in the northwestern portion of the City of Palm Desert, Riverside County, California (Fig. 1). The project area consists of Assessor’s Parcel Numbers 694-300-001, -002, -005, -014, -015, and 694-310-002, -003, -006, -007, located on the south side of Gerald Ford Drive and the west side of Portola Road, in the eastern half of Section 32, T4S R6E, San Bernardino Baseline and Meridian (Fig. 2). The study is part of the environmental review process for the proposed subdivision of the property for residential development. The City of Palm Desert, as the lead agency for the project, required the study in compliance with the California Environmental Quality Act (CEQA; PRC §21000, et seq.). The purpose of the study is to provide the City with the necessary information and analysis to determine whether the proposed project would cause substantial adverse changes to any “historical resources,” or “tribal cultural resources,” as defined by CEQA, that may exist in or around the project area. In order to identify and evaluate such resources, CRM TECH conducted a historical/ archaeological resources records search, pursued historical background research, contacted Native American representatives, and carried out an intensive-level field survey of the entire project area. The following report is a complete account of the methods, results, and final conclusion of the study. Personnel who participated in the study are named in the appropriate sections below, and their qualifications are provided in Appendix 1. Figure 1. Project vicinity. (Based on USGS Santa Ana, Calif., 1:250,000 quadrangle [USGS 1979]) 2 Figure 2. Project area. (Based on USGS Cathedral City and Myoma, Calif., 1:24,000 quadrangles [USGS 1978; 1981]) 3 SETTING CURRENT NATURAL SETTING The City of Palm Desert lies in the heart of the Coachella Valley, a northwest-southeast trending desert valley that constitutes the western end of the Colorado Desert. Dictated by this geographic setting, the climate and environment of the region are typical of the southern California desert country, marked by extremes in temperature and aridity. Temperatures in the region reach over 120 degrees Fahrenheit in summer, and dip to near freezing in winter. Average annual precipitation is less than five inches, and the average annual evaporation rate exceeds three feet. The 133-acre project area comprises an irregularly-shaped tract of open desert land located approximately a half-mile south of Interstate Highway 10, in an area on the northern edge of the City that is undergoing accelerated residential and commercial development in recent years (Figs. 3, 4). It is bounded by Gerald Ford Drive on the north and Portola Road on the east, and is surrounded mostly by existing residential neighborhoods on the north, east, and south, with a golf course to the west and a Riverside County Sheriff’s station near the northwest corner (Fig. 4). The terrain is level in the northern and eastern portions of the project area, but features sand dunes near the center of the property and along the western boundary. Elevations in the project area range between 260 feet and 310 feet above mean sea level, inclining gently to the west. Soils consist of fine- to medium-grained sands, with imported gravel scattered along the western and eastern boundaries, at locations near past construction activities outside the project area. Vegetation consists of a sparse growth of creosote bushes, brittlebrush, wild mustard, and other small desert shrubs and grasses (Fig. 3). Scattered tamarisk trees, apparently the remnants of former windbreaks, are also observed on the property. Figure 3. Overview of the current natural setting of the project area, view to the south. (Photograph taken on November 8, 2016) 4 Figure 4. Aerial image of the project area. (Based on Google Earth 2016) 5 CULTURAL SETTING Prehistoric Context Numerous investigations on the history of cultural development in southern California have led researchers to propose a number of cultural chronologies for the desert regions. A specific cultural sequence for the Colorado Desert was offered by Schaefer (1994) on the basis of the many archaeological studies conducted in the area. The earliest time period identified is the Paleoindian (ca. 8,000 to 10,000-12,000 years ago), when “small, mobile bands” of hunters and gatherers, who relied on a variety of small and large game animals as well as wild plants for subsistence, roamed the region (ibid.:63). These small groups settled “on mesas and terraces overlooking larger washes” (ibid.:64). The artifact assemblage of that period typically consists of very simple stone tools, “cleared circles, rock rings, [and] some geoglyph types” (ibid.). The Early Archaic Period follows and dates to ca. 8,000 to 4,000 years ago. It appears that a decrease in population density occurred at this time and that the indigenous groups of the area relied more on foraging than hunting. Very few archaeological remains have been identified to this time period. The ensuing Late Archaic Period (ca. 4,000 to 1,500 years ago) is characterized by continued low population densities and groups of “flexible” sizes that settled near available seasonal food resources and relied on “opportunistic” hunting of game animals. Groundstone artifacts for food processing were prominent during this time period. The most recent period in Schaefer’s scheme, the Late Prehistoric, dates from ca. 1,500 years ago to the time of the Spanish missions, and saw the continuation of the seasonal settlement pattern. Peoples of the Late Prehistoric Period were associated with the Patayan cultural pattern and relied more heavily on the availability of seasonal “wild plants and animal resources” (Schaefer 1994:66). It was during this period that brown and buff ware ceramics were introduced into the region. The shores of Holocene Lake Cahuilla, during times of its presence, attracted much settlement and resource procurement; but in times of the lake’s desiccation around 1700, according to Schaefer (1994:66), the Native people moved away from its receding shores towards rivers, streams, and mountains. Numerous archaeological sites dating to this time period have been identified along the shoreline of Holocene Lake Cahuilla. Testing and mitigative excavations at these sites have recovered brown and buff ware ceramics, a variety of groundstone and projectile point types, ornaments, and cremations. Ethnohistoric Context The Coachella Valley is a historical center of Native American settlement, where U.S. surveyors noted large numbers of Indian villages and rancherías, occupied by the Cahuilla people, in the mid- 19th century. The Takic-speaking Cahuilla are generally divided by anthropologists into three groups, according to their geographic setting: the Pass Cahuilla of the San Gorgonio Pass-Palm Springs area, the Mountain Cahuilla of the San Jacinto and Santa Rosa Mountains and the Cahuilla Valley, and the Desert Cahuilla of the eastern Coachella Valley. The basic written sources on Cahuilla culture and history include Kroeber (1925), Strong (1929), and Bean (1978). The following ethnohistoric discussion is based primarily on these sources. 6 The Cahuilla did not have a single name that referred to an all-inclusive tribal affiliation. Instead, membership was in terms of lineages or clans. Each lineage or clan belonged to one of two main divisions of the people, known as moieties. Members of clans in one moiety had to marry into clans from the other moiety. Individual clans had villages, or central places, and territories they called their own, for purposes of hunting game, gathering food, or utilizing other necessary resources. They interacted with other clans through trade, intermarriage, and ceremonies. The Cahuilla people were primarily hunters and gatherers who exploited nearly all of the resources available in a highly developed seasonal mobility system. They were adapted to the arid conditions of the desert floor, the lacustral cycles of Holocene Lake Cahuilla, and the environments of the nearby mountains. When the lake was full, or nearly full, the Cahuilla would take advantage of the resources presented by the body of fresh water. Once the lake had desiccated, they utilized the available terrestrial resources. They also migrated to the higher elevations of the nearby mountains to take advantage of the resources and cooler temperatures available in that environment. The Cahuilla collected seeds, roots, fruits, berries, acorns, wild onions, piñon nuts, and mesquite and screw beans. Common game animals included deer, antelope, big horn sheep, rabbits, wood rats and, when Holocene Lake Cahuilla was present, fish and waterfowls. The Cahuilla hunted with throwing sticks, clubs, nets, traps, snares, as well as bows and arrow (Bean 1978; CSRI 2002). Common tools and utensils included manos and metates, mortars and pestles, hammerstones, fire drills, awls, arrow-straighteners, and stone knives and scrapers. These lithic tools were made from locally available material as well as exotic material procured through trade or travel. They also used wood, horn, and bone spoons and stirrers; baskets for winnowing, leaching, grinding, transporting, parching, storing, and cooking; and pottery vessels for carrying water, storage, cooking, and serving food and drink (ibid.). Population data prior to European contact are almost impossible to obtain, but estimates range from 3,600 to as high as 10,000 persons. During the 19th century, however, the Cahuilla population was decimated as a result of European diseases, most notably smallpox, for which the Native peoples had no immunity. Today, Native Americans of Pass or Desert Cahuilla heritage are mostly affiliated with one or more of the Indian reservations in and near the Coachella Valley, including Agua Caliente, Morongo, Cabazon, Torres Martinez, and Augustine. Historic Context In 1823-1825, José Romero, José Maria Estudillo, and Romualdo Pacheco became the first noted European explorers to travel through the Coachella Valley when they led a series of expeditions in search of a route to Yuma (Johnston 1987:92-95). Due to its harsh environment, few non-Indians ventured into the desert valley during the Mexican and early American periods, except those who traveled along the established trails. The most important of these trails was the Cocomaricopa Trail, an ancient Indian trading route that was “discovered” in 1862 by William David Bradshaw and known after that as the Bradshaw Trail (Gunther 1984:71; Ross 1992:25). In much of the Coachella Valley, this historic wagon road traversed a similar course to that of present-day State Route 111. During the 1860s-1870s, the Bradshaw Trail served as the main thoroughfare between coastal southern California and the Colorado River, until the completion of the Southern Pacific Railroad in 1876-1877 brought an end to its heyday (Johnston 1987:185). 7 Non-Indian settlement in the Coachella Valley began in the 1870s with the establishment of railroad stations along the Southern Pacific Railroad, and spread further in the 1880s after public land was opened for claims under the Homestead Act, the Desert Land Act, and other federal land laws (Laflin 1998:35-36; Robinson 1948:169-171). Farming became the dominant economic activity in the valley thanks to the development of underground water sources, often in the form of artesian wells. Around the turn of the century, the date palm was introduced into the Coachella Valley, and by the late 1910s dates were the main agricultural crop and the tree an iconic image celebrating the region as the “Arabia of America” (Shields Date Gardens 1957). Then, starting in the 1920s, a new industry featuring equestrian camps, resorts, hotels, and eventually country clubs began to spread throughout the Coachella Valley, transforming it into southern California’s premier winter retreat. The modern community of Palm Desert is located in the general vicinity of Sand Hole, an unreliable water hole on the Cocomaricopa-Bradshaw Trail that has since vanished into obscurity (Johnston 1987:120). The community was founded in 1945-1946 by three brothers, Randall, Clifford, and Phil Henderson, who organized the Palm Desert Corporation to promote their new desert town (Gunther 1984:373-374). Following the footsteps of Palm Springs and other “cove communities” along Highway 111, such as Rancho Mirage and La Quinta, Palm Desert soon joined the ranks of winter resort towns favored by the rich and famous of the era, characterized by country clubs and golf courses. The Palm Desert post office was established in 1947, and in 1973, after four unsuccessful attempts, the community was officially incorporated as the 17th city in Riverside County (ibid.:374). RESEARCH METHODS RECORDS SEARCH On November 7, 2016, CRM TECH archaeologist Nina Gallardo completed the records search at the Eastern Information Center (EIC), University of California, Riverside, which is the State of California’s official repository of cultural resources records for the County of Riverside. During the records search, Gallardo examined maps and records on file at the EIC for previously identified cultural resources and existing cultural resources reports within a one-mile radius of the project area. Previously identified cultural resources include properties designated as California Historical Landmarks, Points of Historical Interest, or Riverside County Landmarks, as well as those listed in the National Register of Historic Places, the California Register of Historical Resources, or the California Historical Resources Inventory. HISTORICAL BACKGROUND RESEARCH Historical background research for this study was conducted by CRM TECH historians Bai “Tom” Tang and Terri Jacquemain on the basis of the following sources: • Published literature in local and regional history; • Archival records of the U.S. Bureau of Land Management (BLM), available at the BLM website; • Historic maps of the project vicinity, including U.S. General Land Office (GLO) land survey plat maps dated 1856 and U.S. Geological Survey (USGS) topographic maps dated 1904-1981, available at the Science Library of the University of California, Riverside, and the California Desert District of the BLM, located in Moreno Valley; 8 • Aerial photographs taken in 1972-2016, available at the NETR Online website and through the Google Earth software; • Online genealogical databases such as census records, marriage index, death index, military enlistment records, and newspaper clippings, available at ancestry.com, genealogybank.com, and myheritage.com. NATIVE AMERICAN PARTICIPATION On November 4, 2016, CRM TECH submitted a written request to the State of California’s Native American Heritage Commission (NAHC) for a records search in the commission’s sacred lands file. On the same day, CRM TECH notified the Tribal Historic Preservation Office of the nearby Agua Caliente Band of Cahuilla Indians of the upcoming archaeological field survey and invited tribal participation. Following the NAHC’s recommendations and previously established consultation protocol, on November 16 CRM TECH further contacted 34 representatives of local tribes in writing for additional information on potential Native American cultural resources that may be present in and near the project area. The correspondence between CRM TECH and the Native American representatives is attached to this report in Appendix 2. FIELD SURVEY On November 8, 2016, CRM TECH field director Daniel Ballester and project archaeologists Sal Boites and Amanda Lloyd carried out the field survey of the project area. The survey was completed on foot by walking a series of parallel north-south and east-west transects spaced 15 meters (approximately 50 feet) apart. In addition, the project area was also inspected from the air with the help of a DJI Phantom 3 Professional drone. Using these methods, the ground surface in the entire project area was systematically examined for any evidence of human activities dating to the prehistoric or historic period (i.e., 50 years or older). Ground visibility was excellent (90 to 100 percent) despite the sparse vegetation growth on the property. RESULTS AND FINDINGS RECORDS SEARCH According to EIC records, the project area had not been surveyed for cultural resources prior to this study and no historical/archaeological resources were previously recorded within the project boundary. Outside of the project area but within a one-mile radius, EIC records show a total of 25 previous studies on various tracts of land and linear features (Fig. 5), including a 2007 survey on the site of the sheriff’s station adjacent to the project boundary (Sanka 2007). That survey did not find any cultural resources, and further determined the parcel’s sensitivity for such resources to be low (ibid.:1). In all, roughly 30% of the land within the scope of the records search has been surveyed, which resulted in the identification of four historical/archaeological sites and four isolates—i.e., localities with fewer than three artifacts—within the one-mile radius (see Table 1). One of the sites and three of the isolates were of prehistoric—i.e., Native American—origin. Closest to the project area among 9 Figure 5. Previous cultural resources studies in the vicinity of the project area, listed by EIC file number. Locations of known historical/archaeological sites are not shown as a protective measure. 10 Table 1. Previously Recorded Cultural Resources within the Scope of the Records Search Site No. Recorded by/Date Description 33-003439 Various 1988-1999 Remains of Thousand Palms Dry Camp 33-005080 Hogan and Moffitt 1993 Ceramic scatter 33-009498 Various 1999-2005 Southern Pacific/Union Pacific Railroad 33-012698 Doan and Hogan 1993 Isolate: ceramic sherd and mano fragment 33-015431 Cooley 2006 Isolate: granitic mano 33-015432 Eckhardt 2006 Isolate: blue glass insulator 33-024161 Wilson 2015 Isolate: granitic metate 33-024269 Goodwin 2015 Refuse scatter them was Site 33-005080, a ceramic scatter located 0.7 mile to the southeast. The isolates were described as a ceramic sherd and several groundstone artifacts. The other recorded sites and isolate identified through the records search dated to the historic period and included the Southern Pacific (now Union Pacific) Railroad, the remains of the Thousand Palms Dry Camp on the railroad, a refuse scatter, and a blue glass insulator. None of these sites or isolates was found in the immediate vicinity of the project area, and thus none of them requires further consideration during this study. HISTORICAL BACKGROUND RESEARCH Historical sources consulted for this study yielded no evidence of any settlement or development activities within the project area prior to the late 1950s. In 1855-1856, when the U.S. government conducted the earliest systematic land surveys in the Coachella Valley, no man-made features of any kind were observed in or near the project area (Fig. 6). During the early 20th century, the Southern Pacific Railroad, constructed in 1876-1877 about a half-mile away, remained the nearest man-made feature to the project location (Figs. 7, 8). By 1956-1958, three buildings had appeared in the eastern portion of the project area, evidently part of a wave of small tract claims on public land in the easternmost 160 acres of Section 32 (BLM n.d.; Fig. 9). Around that time, similar claims were made in large numbers in many areas of the Coachella Valley following post-WWII streamlining of the Small Tract Act of 1938, whereby the U.S. government granted to private owners five-acre homesteads in the southern California desert with the caveat that construction must occur within two years for a claim to remain valid. The resulting “jackrabbit homesteads,” as they came to be known, were often hastily constructed using subpar materials and building practices, and were often abandoned soon afterwards or fell victim to the harsh climate (Bellisi n.d.; Verdin 2000). The three buildings in the project area were located on small tract claims filed by Leslie Roy Clarence, Clara Schoenberg, and Gerald Sidney Shapiro and approved by the U.S. government between 1957 and 1959 (BLM n.d.). Clarence, born in 1912 or 1913 in Kansas or Nebraska, depending on the source, was evidently living in San Bernardino with his wife and four children in 1940 and working as a timekeeper (Ancestry.com n.d.; Myheritage.com n.d.). He passed away in that city in 1960 (ibid.). Shapiro, then a resident in the Reseda area of Los Angeles, was born in 1925 in New York and passed away in Los Angeles in 1974 (Van Nuys News 1959; Ancestry.com n.d.). He may h ave enlisted in the U.S. Army Air Corps in 1943 (Ancestry.com n.d.). Due to the 11 Figure 6. The project area and vicinity in 1855-1856. (Source: GLO 1856a; 1856b) Figure 7. The project area and vicinity in 1901. (Source: USGS 1904) Figure 8. The project area and vicinity in 1941. (Source: USGS 1941) Figure 9. The project area and vicinity in 1956-1958. (Source: USGS 1958) 12 number of people with the same name in southern California at the time, the identity of Clara Schoenberg is unclear (ibid.). No other information was found on any of the three claimants. In 1972, the three buildings remained extant but had clearly been abandoned, as all of them stood isolated on the desert landscape and partially buried by shifting sands, and none of them was accompanied by roads or any other signs of human activities, much like the other “jackrabbit homesteads” in the surrounding area (NETR Online 1972). By 1996, when the first residential development on adjacent properties began to the south, the earlier buildings in and around the project area had been removed (NETR Online 1996). Since then, the entire project area has remained undeveloped to the present time, in contrast to the residential neighborhoods and the golf course that came into being on adjacent land during that period (NETR Online 1996-2012; Google Earth 1996-2016). NATIVE AMERICAN PARTICIPATION In response to CRM TECH’s inquiry, the NAHC stated that the sacred lands record search identified no Native American cultural resources within the project area but recommended that local Native American groups be contacted for further information. For that purpose, the NAHC provided a list of potential contacts in the region (see App. 2). Upon receiving the NAHC’s reply, CRM TECH sent written requests for comments to all 22 individuals on the referral list and the organizations they represent (see App. 2). In addition, as recommended by the appropriate tribal government staff, the following designated spokespersons for the tribes were also contacted: • David L. Saldivar, Tribal Government Affairs Manager, Augustine Band of Cahuilla Indians; • Andreas Heredia, Cultural Director, Cahuilla Band of Indians; • Raymond Huaute, Cultural Resource Specialist, Morongo Band of Mission Indians; • Gabriella Rubalcava, Environmental Director, Santa Rosa Band of Cahuilla Indians; • Judy Stapp, Director of Cultural Affairs, Cabazon Band of Mission Indians; • Javaugh Miller, Tribal Administrator, La Posta Band of Diegueño Mission Indians; • John Perada, Environmental Director, Los Coyotes Band of Cahuilla and Cupeño Indians; • John Gomez, Cultural Resource Coordinator, Ramona Band of Cahuilla Indians; • John Flores, Environmental Coordinator, San Pasqual Band of Diegueño Mission Indians; • Lisa Haws, Cultural Resource Manager, Sycuan Band of the Kumeyaay Nation; • Julie Hagen, Environmental Coordinator, Viejas Band of Mission Indians; • Desiderio “Desi” Vela, Environmental Program Manager, Ewiiaapaayp Band of Kumeyaay Indians. As of this time, three tribal representatives have responded in writing (see App. 2). Among them, Judy Stapp of the Cabazon Band of Mission Indians found the project location to be within the tribe’s traditional use area, but stated that the tribe had no specific information on any sites of Native American cultural value in the vicinity. Steven Estrada, Chairman of the Santa Rosa Band of Cahuilla Indians, stated that he had no concerns and deferred further consultation to the Agua Caliente Band of Cahuilla Indians. Katie Croft, Archaeologist with the Agua Caliente Tribal Historic Preservation Office, also identified the project location as a part of her tribe’s traditional use area. She requested copies of all 13 cultural resources documentation generated in connection to the proposed project, including this report, for tribal review. In addition, she requested Native American monitoring during ground disturbances in the project area to ensure that the proper procedures be observed should any buried cultural remains be discovered. FIELD SURVEY The field survey encountered remnants of the three buildings noted in the eastern portion of the project area in the 1950s-1970s, including a 30x20-foot concrete slab foundation with protruding metal pipes (Fig. 10) and scattered building debris such as roof shingles, broken lumber, rusted nails, and pieces of metal flashing. No other artifacts were found at these locations in association with the structural remains. Elsewhere in the project area, it was noted that the ground surface on the edges of the property had been disturbed in the past by the adjacent development, especially along southern, eastern, and northern boundaries. In the western portion of the project area, a small amount of modern refuse was observed on the surface, consisting mainly of building debris and household discards, but none of the items was of any historical/archaeological interest. DISCUSSION The purpose of this study is to identify any cultural resources within or adjacent to the project area, and to assist the City of Palm Desert in determining whether such resources meet the official definition of “historical resources,” or “tribal cultural resources,” as provided in the California Figure 10. Building debris from a “jackrabbit homestead” formerly located in the project area. (Photograph taken November 8, 2016) 14 Public Resources Code, in particular CEQA. According to PRC §5020.1(j), “‘historical resource’ includes, but is not limited to, any object, building, site, area, place, record, or manuscript which is historically or archaeologically significant, or is significant in the architectural, engineering, scientific, economic, agricultural, educational, social, political, military, or cultural annals of California.” More specifically, CEQA guidelines state that the term “historical resources” applies to any such resources listed in or determined to be eligible for listing in the California Register of Historical Resources, included in a local register of historical resources, or determined to be historically significant by the lead agency (Title 14 CCR §15064.5(a)(1)-(3)). Regarding the proper criteria for the evaluation of historical significance, CEQA guidelines mandate that “generally a resource shall be considered by the lead agency to be ‘historically significant’ if the resource meets the criteria for listing on the California Register of Historical Resources” (Title 14 CCR §15064.5(a)(3)). A resource may be listed in the California Register if it meets any of the following criteria: (1) Is associated with events that have made a significant contribution to the broad patterns of California’s history and cultural heritage. (2) Is associated with the lives of persons important in our past. (3) Embodies the distinctive characteristics of a type, period, region, or method of construction, or represents the work of an important creative individual, or possesses high artistic values. (4) Has yielded, or may be likely to yield, information important in prehistory or history. (PRC §5024.1(c)) For “tribal cultural resources,” PRC §21074, enacted and codified as part of a 2014 amendment to CEQA through Assembly Bill 52, provides the statutory definition as follows: “Tribal cultural resources” are either of the following: (1) Sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe that are either of the following: (A) Included or determined to be eligible for inclusion in the California Register of Historical Resources. (B) Included in a local register of historical resources as defined in subdivision (k) of Section 5020.1. (2) A resource determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Section 5024.1. In applying the criteria set forth in subdivision (c) of Section 5024.1 for the purposes of this paragraph, the lead agency shall consider the significance of the resource to a California Native American tribe. In summary of the research results presented above, the only cultural remains from the prehistoric or historic period observed within or adjacent to the project area were the remnants of three “jackrabbit homesteads” that were built in the late 1950s and abandoned shortly afterwards, including a concrete slab foundation and scattered building debris. Resulting from the many small tract claims filed on desert land in the post-WWII era, such structural remains are a common occurrence in the Coachella Valley. Dating only to the late historic period, with no associated artifact deposits, and with little 15 historic fabric surviving to relate to their period of origin, these minor structural remains demonstrate little potential for historic significance. Furthermore, a survey of historical records on the persons presumed to be responsible for their presence in the project area identified no figures of known significance. Based on these considerations, the present study concludes that the structural remains found in the project area have no potential to be considered eligible for listing in the California Register of Historical Resources, and do not warrant formal recordation into the California Historical Resources Inventory. As such, they do not qualify as “historical resources” or “tribal cultural resources” as defined above. Since no other cultural remains from the prehistoric or historic period were encountered, this study further concludes that no “historical resources” or “tribal cultural resources” exist within or adjacent to the project area. CONCLUSIONS AND RECOMMENDATIONS CEQA establishes that a project that may cause a substantial adverse change in the significance of a “historical resource” or a “tribal cultural resource” is a project that may have a significant effect on the environment (PRC §21084.1-2). “Substantial adverse change,” according to PRC §5020.1(q), “means demolition, destruction, relocation, or alteration such that the significance of a historical resource would be impaired.” As stated above, the remnants of three late-1950s “jackrabbit homesteads” were noted in eastern portion of the project area, but were found not to have the potential to be considered eligible for the California Register of Historical Resources. Therefore, no “historical resources” or “tribal cultural resources,” as defined by CEQA, are known to be present within or adjacent to the project area. Based on these findings, CRM TECH presents the following recommendations to the City of Palm Desert: • The proposed project will not cause a substantial adverse change to any known “historical resources” or “tribal cultural resources.” • No further cultural resources investigation is necessary for the project unless development plans undergo such changes as to include areas not covered by this study. • If buried cultural materials are discovered during any earth-moving operations associated with the project, all work in that area should be halted or diverted until a qualified archaeologist can evaluate the nature and significance of the finds. REFERENCES Ancestry.com n.d. Genealogical records on Leslie Roy Clarence, Clara Schoenberg, and Gerald Sidney Shapiro. http://www.ancestry.com/. Bean, Lowell John 1978 Cahuilla. In Robert F. Heizer (ed.): Handbook of North American Indians, Vol. 8: California; pp. 575-587. Smithsonian Institution, Washington, D.C. 16 Bellisi, Lou n.d. BLM and the Small Tract Act in the Southern California Desert: A Brief History. http://www.publicland.org/35_archives/documents/doc_1306_bellesi.html. BLM (Bureau of Land Management, U.S. Department of the Interior) n.d. Online database of U.S. land patents. http://www.glorecords.blm.gov. CSRI (Cultural Systems Research, Inc.) 2002 The Native Americans of Joshua Tree National Park: An Ethnographic Overview and Assessment Study. http://www.cr.nps.gov/history/online_books/jotr/history6.htm. GLO (General Land Office, U.S. Department of the Interior) 1856a Plat map: Township No. 4 South Range No. 5 East, San Bernardino Meridian; surveyed in 1855-1856. 1856b Plat map: Township No. 4 South Range No. 6 East, San Bernardino Meridian; surveyed in 1855-1856. Google Earth 1996-2016 Aerial photographs of the project vicinity. Available through the Google Earth software. Gunther, Jane Davies 1984 Riverside County, California, Place Names: Their Origins and Their Stories. J. D. Gunther, Riverside. Johnston, Francis J. 1987 The Bradshaw Trail; revised edition. Historical Commission Press, Riverside. Kroeber, Alfred L. 1925 Handbook of the Indians of California. Bureau of American Ethnology Bulletin 78. Government Printing Office, Washington, D.C. Laflin, Patricia 1998 Coachella Valley California: A Pictorial History. The Donning Company, Virginia Beach, Virginia. Myheritage.com n.d. Leslie Roy Clarence, 1913-1960. https://www.myheritage.com/names/leslie_clarence. NETR Online 1972-1996 Aerial photographs of the project vicinity. http://www.historicaerials.com. Robinson, W. W. 1948 Land in California. University of California Press, Berkeley. Ross, Delmer G. 1992 Gold Road to La Paz: An Interpretive Guide to the Bradshaw Trail. Tales of the Mojave Road Publishing Company, Essex, California. Sanka, Jennifer M. 2007 Phase I Culturral Resources Assessment: Palm Desert Sheriff Station, Project FM08250003764, Palm Desert, Riverside County, California. Report on file (RI-7440), Eastern Information Center, University of California, Riverside. Schaefer, Jerry 1994 The Challenge of Archaeological Research in the Colorado Desert: Recent Approaches and Discoveries. Journal of California and Great Basin Anthropology 16(1):60-80. Shields Date Gardens 1957 Coachella Valley Desert Trails and the Romance and Sex Life of the Date. Shields Date Gardens, Indio. 17 Strong, William Duncan 1929 Aboriginal Society in Southern California. University of California Publications in American Archaeology and Ethnology, Vol. 26. Reprinted by Malki Museum Press, Banning, California, 1972. USGS (United States Geological Survey, U.S. Department of the Interior) 1904 Map: Indio, Calif. (30’, 1:125,000); surveyed in 1901. 1941 Map: Edom, Calif. (15’, 1:62,500); aerial photographs taken in 1941. 1958 Map: Thousand Palms, Calif. (15’, 1:62,500); aerial photographs taken in 1951-1956, field-checked in 1958. 1978 Map: Myoma, Calif. (7.5’, 1:24,000); 1958 edition photorevised in 1972, photoinspected in 1978. 1979 Map: Santa Ana, Calif. (1:250,000); 1959 edition revised. 1981 Map: Cathedral City, Calif. (7.5’, 1:24,000); 1958 edition photorevised in 1978. Van Nuys News, The 1959 Pair Recite Nuptial Vows. December 17:110. https://www.newspapers.com/newspage/ 22790141/. Verdin, Tom 2000 Homesteader Legacy Leaves Desert Littered with Abandoned Shacks. The Los Angeles Times November 5. 18 APPENDIX 1: PERSONNEL QUALIFICATIONS PRINCIPAL INVESTIGATOR/HISTORIAN Bai “Tom” Tang, M.A. Education 1988-1993 Graduate Program in Public History/Historic Preservation, UC Riverside. 1987 M.A., American History, Yale University, New Haven, Connecticut. 1982 B.A., History, Northwestern University, Xi’an, China. 2000 “Introduction to Section 106 Review,” presented by the Advisory Council on Historic Preservation and the University of Nevada, Reno. 1994 “Assessing the Significance of Historic Archaeological Sites,” presented by the Historic Preservation Program, University of Nevada, Reno. Professional Experience 2002- Principal Investigator, CRM TECH, Riverside/Colton, California. 1993-2002 Project Historian/Architectural Historian, CRM TECH, Riverside, California. 1993-1997 Project Historian, Greenwood and Associates, Pacific Palisades, California. 1991-1993 Project Historian, Archaeological Research Unit, UC Riverside. 1990 Intern Researcher, California State Office of Historic Preservation, Sacramento. 1990-1992 Teaching Assistant, History of Modern World, UC Riverside. 1988-1993 Research Assistant, American Social History, UC Riverside. 1985-1988 Research Assistant, Modern Chinese History, Yale University. 1985-1986 Teaching Assistant, Modern Chinese History, Yale University. 1982-1985 Lecturer, History, Xi’an Foreign Languages Institute, Xi’an, China. Honors and Awards 1988-1990 University of California Graduate Fellowship, UC Riverside. 1985-1987 Yale University Fellowship, Yale University Graduate School. 1980, 1981 President’s Honor List, Northwestern University, Xi’an, China. Cultural Resources Management Reports Preliminary Analyses and Recommendations Regarding California’s Cultural Resources Inventory System (With Special Reference to Condition 14 of NPS 1990 Program Review Report). California State Office of Historic Preservation working paper, Sacramento, September 1990. Numerous cultural resources management reports with the Archaeological Research Unit, Greenwood and Associates, and CRM TECH, since October 1991. 19 PRINCIPAL INVESTIGATOR/ARCHAEOLOGIST Michael Hogan, Ph.D., RPA* Education 1991 Ph.D., Anthropology, University of California, Riverside. 1981 B.S., Anthropology, University of California, Riverside; with honors. 1980-1981 Education Abroad Program, Lima, Peru. 2002 Section 106—National Historic Preservation Act: Federal Law at the Local Level. UCLA Extension Course #888. 2002 “Recognizing Historic Artifacts,” workshop presented by Richard Norwood, Historical Archaeologist. 2002 “Wending Your Way through the Regulatory Maze,” symposium presented by the Association of Environmental Professionals. 1992 “Southern California Ceramics Workshop,” presented by Jerry Schaefer. 1992 “Historic Artifact Workshop,” presented by Anne Duffield-Stoll. Professional Experience 2002- Principal Investigator, CRM TECH, Riverside/Colton, California. 1999-2002 Project Archaeologist/Field Director, CRM TECH, Riverside. 1996-1998 Project Director and Ethnographer, Statistical Research, Inc., Redlands. 1992-1998 Assistant Research Anthropologist, University of California, Riverside 1992-1995 Project Director, Archaeological Research Unit, U. C. Riverside. 1993-1994 Adjunct Professor, Riverside Community College, Mt. San Jacinto College, U.C. Riverside, Chapman University, and San Bernardino Valley College. 1991-1992 Crew Chief, Archaeological Research Unit, U. C. Riverside. 1984-1998 Archaeological Technician, Field Director, and Project Director for various southern California cultural resources management firms. Research Interests Cultural Resource Management, Southern Californian Archaeology, Settlement and Exchange Patterns, Specialization and Stratification, Culture Change, Native American Culture, Cultural Diversity. Cultural Resources Management Reports Author and co-author of, contributor to, and principal investigator for numerous cultural resources management study reports since 1986. Memberships * Register of Professional Archaeologists; Society for American Archaeology; Society for California Archaeology; Pacific Coast Archaeological Society; Coachella Valley Archaeological Society. 20 PROJECT HISTORIAN/REPORT WRITER Terri Jacquemain, M.A. Education 2004 M.A., Public History and Historic Resource Management, University of California, Riverside. • M.A. thesis: Managing Cultural Outreach, Public Affairs and Tribal Policies of the Cabazon Band of Mission Indians, Indio, California; internship served as interim Public Information Officer, Cabazon Band of Mission Indians, June- October, 2002. 2002 B.S., Anthropology, University of California, Riverside. 2001 Archaeological Field School, University of California, Riverside. 1991 A.A., Riverside Community College, Norco Campus. Professional Experience 2003- Historian/Architectural Historian/Report Writer, CRM TECH, Riverside/ Colton, California. • Author/co-author of legally defensible cultural resources reports for CEQA and NHPA Section 106; • Historic context development, historical/archival research, oral historical interviews, consultation with local communities and historical organizations; • Historic building surveys and recordation, research in architectural history; architectural description 2002-2003 Teaching Assistant, Religious Studies Department, University of California, Riverside. 2002 Interim Public Information Officer, Cabazon Band of Mission Indians. 2000 Administrative Assistant, Native American Student Programs, University of California, Riverside. 1997-2000 Reporter, Inland Valley Daily Bulletin, Ontario, California. 1991-1997 Reporter, The Press-Enterprise, Riverside, California. Membership California Preservation Foundation 21 PROJECT ARCHAEOLOGIST/FIELD DIRECTOR Daniel Ballester, M.S. Education 2013 M.S., Geographic Information System (GIS), University of Redlands, California. 1998 B.A., Anthropology, California State University, San Bernardino. 1997 Archaeological Field School, University of Las Vegas and University of California, Riverside. 1994 University of Puerto Rico, Rio Piedras, Puerto Rico. 2007 Certificate in Geographic Information Systems (GIS), California State University, San Bernardino. 2002 “Historic Archaeology Workshop,” presented by Richard Norwood, Base Archaeologist, Edwards Air Force Base; presented at CRM TECH, Riverside, California. Professional Experience 2002- Field Director/GIS Specialist, CRM TECH, Riverside/Colton, California. 1999-2002 Project Archaeologist, CRM TECH, Riverside, California. 1998-1999 Field Crew, K.E.A. Environmental, San Diego, California. 1998 Field Crew, A.S.M. Affiliates, Encinitas, California. 1998 Field Crew, Archaeological Research Unit, University of California, Riverside. PROJECT ARCHAEOLOGIST/NATIVE AMERICAN LIAISON Nina Gallardo, B.A. Education 2004 B.A., Anthropology/Law and Society, University of California, Riverside. Professional Experience 2004- Project Archaeologist, CRM TECH, Riverside/Colton, California. Honors and Awards 2000-2002 Dean’s Honors List, University of California, Riverside. 22 PROJECT ARCHAEOLOGIST Salvadore Boites, M.A. Education 2013 M.A., Applied Anthropology, California State University, Long Beach. 2003 B.A., Anthropology/Sociology, University of California, Riverside. Professional Experience 2003- Project Archaeologist, CRM TECH, Riverside/Colton, California. 2010-2011 Adjunct Instructor, Anthropology etc., Everest College, Anaheim, California. 2001-2002 Teaching Assistant, Moreno Elementary School, Moreno Valley, California. 1999-2003 Research Assistant, Anthropology Department, University of California, Riverside. PROJECT ARCHAEOLOGIST Amanda Lloyd, B.A. Education 2013 Certificate of Completion, Maritime Archaeology, Sanisera Field School, Port Sanitja Survey, Menorca, Spain. 2010 B.A., Anthropology (minor in Archaeology), summa cum laude, Biola University, La Mirada, California. 2009 Certificate of Completion, Field Archaeology, Balkan Heritage Field School, Heraclea Lyncestis Excavation, Bitola, Macedonia. Professional Experience 2016- Project Archaeologist, CRM TECH, Colton, California. 2012- Paleontological/Cultural Resource Monitor and Surveyor, ECORP Consulting, Inc., Stantec Consulting Services, and Cogstone Resource Management . 2009-2010 Teaching Assistant (lab supervisor and co-lecturer), Physical Anthropology and Lab and Field Methods in Archeology, Biola University, La Mirada, California. 2008- Site and lab supervisor for mammoth excavation site Biola 2001-1, La Mirada, California 23 APPENDIX 2 CORRESPONDENCE WITH NATIVE AMERICAN REPRESENTATIVES* * A total of 34 local Native American representatives were contacted; a sample letter is included in this report. SACRED LANDS FILE & NATIVE AMERICAN CONTACTS LIST REQUEST NATIVE AMERICAN HERITAGE COMMISSION 1550 Harbor Blvd., Suite 100 West Sacramento, CA 95691 (916)373-3710 (916)373-5471 Fax nahc@pacbell.net Project: Lewis Homes Project; APNs 694-300-001, -014, 694-310-002, -003, and -006 (CRM TECH Contract No. 3147) County: Riverside USGS Quadrangle Name: Cathedral City and Myoma, Calif. Township 4 South Range 6 East SB BM; Section(s) 32 Company/Firm/Agency: CRM TECH Contact Person: Nina Gallardo Street Address: 1016 E. Cooley Drive, Suite A/B City: Colton, CA Zip: 92324 Phone: (909) 824-6400 Fax: (909) 824-6405 Email: ngallardo@crmtech.us Project Description: The primary component of the project is to construct a residential community on 130 acres of land (APNs 694-300-001 and -014 and 694-310-002, -003, and -006) located southwest of the corner of Portola Avenue and Gerald Ford Drive in the City of Palm Desert, Riverside County, California. November 4, 2016 From: Nina Gallardo <ngallardo@crmtech.us> Sent: Friday, November 4, 2016 10:57 AM To: Agua Caliente Trail Historic Preservation Office (ACBCI-THPO@aguacaliente.net); Katherine Eskew (TRBL) (kcroft@aguacaliente.net); vharvey@aguacaliente. net (vharvey@aguacaliente.net) Subject: Cultural Resources Study & Participation in Fieldwork for the Lewis Homes Project; APNs 694-300-001, -014, 694-310-002, -003, and -006 in the City of Palm Desert, Riverside County, California (CRM TECH No. 3147) Hello, I’m emailing to inform you that CRM TECH will be conducting a cultural resources study for the Lewis Homes Project on APNs 694-300-001, -014, 694-310-002, -003, and -006 in the City of Palm Desert, Riverside County, California (CRM TECH No. 3147). I’m contacting you to see if the tribe would like to participate in the field survey for the project and we will contact the tribe again when we have a specific time and date for the fieldwork. CRM TECH would appreciate any information regarding the project area. We will be sending an NA scoping letter with additional information in a few weeks. I’m attaching the proposed project area map and other information. Thank you for your time and input on this project. Nina Gallardo (909) 824-6400 (phone) (909) 824-6405 (fax) CRM TECH 1016 E. Cooley Drive, Ste. A/B Colton, CA 92324 November 16, 2016 Patricia Garcia-Plotkin, Tribal Historic Preservation Officer Agua Caliente Band of Cahuilla Indians 5401 Dinah Shore Drive Palm Springs, CA 92264 RE: Lewis Homes Project APNs 694-300-001, -014, 694-310-002, -003, and -006 130 Acres in the City of Palm Desert Riverside County, California CRM TECH Contract #3147 Dear Ms. Garcia-Plotkin: I am writing to bring your attention to an ongoing CEQA-compliance study for the proposed project referenced above. The project entails the construction of a residential community on approximately 130 acres of undeveloped land located southwest of the corner of Portola Avenue and Gerald Ford Drive. The accompanying map, based on the USGS Cathedral City and Myoma, Calif., 7.5' quadrangles, depicts the location of the project area in Section 32, T4S R6E, SBBM. According to records on file at the Eastern Information Center (EIC), there are no known historical/ archaeological sites within the boundaries of the project area. Outside the project boundaries but within a one-mile radius, EIC records show that four historical/archaeological sites and four isolates —i.e., localities with fewer than three artifacts—were previously recorded. One of these known sites and three of the isolates were of prehistoric—i.e., Native American—origin. Closest to the project area among them was Site 33-005080 (CA-RIV-5080), a ceramic scatter located 0.7 mile southeast of the project area. The three isolates were described as a ceramic sherd, a mano fragment, a bifacial mano, and a granitic metate. The other three sites and one isolate dated to the historic period and included the Southern Pacific (now Union Pacific) Railroad, a refuse scatter, the remains of the Thousand Palms Dry Camp, and a single blue glass insulator. During an intensive-level field survey conducted on November 8, 2016, no potential historical/ archaeological resources were encountered within or adjacent to the project area. The project area has been disturbed in the past during adjacent residential construction along the southern, eastern, and northern boundaries and a Riverside County sheriff’s station built to the west. In a letter dated November 10, 2016, the Native American Heritage Commission reports that the sacred lands record search identified no Native American cultural resources within the project area, but recommends that local Native American groups be contacted for further information (see attached). Therefore, as part of the cultural resources study for this project, I am writing to request your input on potential Native American cultural resources in or near the project area. Please respond at your earliest convenience if you have any specific knowledge of sacred/religious sites or other sites of Native American traditional cultural value in or near the project area to consider as part of the cultural resources investigation. Any information or concerns may be forwarded to CRM TECH by telephone, e-mail, facsimile, or standard mail. Requests for documentation or information we cannot provide will be forwarded to our client and/or the lead agency, namely the City of Palm Desert. We would also like to clarify that CRM TECH, as the cultural resources consultant for the project, is not the appropriate entity to initiate government-to-government consultations or the AB 52- compliance process. Nevertheless, pursuant to the Public Resources Code, “[a] project with an effect that may cause a substantial adverse change in the significance of a tribal cultural resource is a project that may have a significant effect on the environment,” and as such, tribal consultation is an avenue pursued in cultural resources investigations in compliance CEQA guidelines. We thank you for your time and effort in addressing this important matter. Nina Gallardo Project Archaeologist/Native American liaison CRM TECH Email: ngallardo@crmtech.us Encl.: NAHC response letter and project location map From: Steven Estrada <SEstrada@santarosacahuilla-nsn.gov> Sent: Wednesday, November 16, 2016 9:44 AM To: Nina Gallardo Cc: Pattie Tuck Subject: Re: NA Scoping Letter for the Lewis Homes Project; APNs 694-300-001, -014, 694-310- 002, -003, and -006; City of Palm Desert, Riverside County (CRM TECH # 3147) Good morning Nina, Thank you for your consultation efforts. At this time, the Santa Rosa Band of Cahuilla Indians does not have any specific concerns regarding cultural resources at the project area described. We defer further consultation to the Agua Caliente Band of Cahuilla Indians. Thank you, Steven Estrada Dear Ms. Nina Gallardo, The Agua Caliente Band of Cahuilla Indians (ACBCI) appreciates your efforts to include the Tribal Historic Preservation Office (THPO) in the Lewis Homes project. The project area is not located within the boundaries of the ACBCI Reservation. However, it is within the Tribe’s Traditional Use Area (TUA). For this reason, the ACBCI THPO requests the folllowing: [VIA EMAIL TO:ngallardo@crmtech.us] CRM TECH Ms. Nina Gallardo 1016 E. Cooley Drive, Suite A/B Colton, CA 92324 December 07, 2016 Re: Lewis Homes Again, the Agua Caliente appreciates your interest in our cultural heritage. If you have questions or require additional information, please call me at (760)699-6829. You may also email me at acbci-thpo@aguacaliente.net. Cordially, Katie Croft Archaeologist Tribal Historic Preservation Office AGUA CALIENTE BAND OF CAHUILLA INDIANS 03-026-2016-004 *Copies of any cultural resource documentation (report and site records) generated in connection with this project. *The presence of an approved Native American Cultural Resource Monitor(s) during any ground disturbing activities (including archaeological testing and surveys). Should buried cultural deposits be encountered, the Monitor may request that destructive construction halt and the Monitor shall notify a Qualified Archaeologist (Secretary of the Interior’s Standards and Guidelines) to investigate and, if necessary, prepare a mitigation plan for submission to the State Historic Preservation Officer and the Agua Caliente Tribal Historic Preservation Office. ATTACHMENT B 2020 UPDATE TO THE SURVEY Tel: 909 824 6400 Fax: 909 824 6405 December 16, 2020 Nicole Sauviat Criste Terra Nova Planning and Research, Inc. 42635 Melanie Place, Suite 101 Palm Desert, CA 92211 Re: Update to Historical/Archaeological Resources Survey Palm Desert Apartments Project; APN 694-310-006 and -007 City of Palm Desert, Riverside County, California CRM TECH Contract No. 3686 Dear Ms. Criste: At your request, CRM TECH has completed a cultural resources study on approximately 13 acres of vacant land in the northwestern portion of the City of Palm Desert, Riverside County, California. The subject property of the study measures generally 900 feet in length and 630 feet in width, consisting of portions of Assessor’s Parcel Numbers 694-310-006 and -007. It is located on the south side of Gerald Ford Drive near its intersection with Rembrandt Parkway, in the northeast quarter of Section 32, T4S R6E, San Bernardino Baseline and Meridian (Figs. 1, 2). The study is part of the environmental review process for the proposed Palm Desert Apartments Project, which entails primarily the construction of approximately 270 residential units in 14 buildings, along with associated administrative and recreational facilities, parking lots, landscaping, and infrastructure improvements. The City of Palm Desert, as the lead agency for the project, required the study in compliance with the California Environmental Quality Act (CEQA). The purpose of the study is to provide the City with the necessary information and analysis to determine whether the project would cause a substantial adverse change to any “historical resources,” as defined by CEQA, that may exist in the project area. Background As you know, the current 13-acre project area was covered entirely by a standard Phase I cultural resources survey that CRM TECH completed in 2016 for a residential development project on a total of 132 acres (Tang et al. 2016; see Attachment A; Figs. 1, 2). The scope of that study included a historical/ archaeological resources records search, historical background research, Native American consultation, and an intensive-level field survey. Throughout the course of these research procedures, no “historical resources” were identified as a result of the study (ibid.:15). During the field survey, the remnants of three “jackrabbit homesteads” that were built in the late 1950s and abandoned shortly afterwards, including a concrete slab foundation and scattered building debris, were encountered within the boundaries of that study, but none of these features demonstrated any potential to be considered historically significant, and none of them was found within the current project area (ibid.:13-15). 2 Figure 1. Current project area in relation to the area covered by the 2016 study. (Based on USGS Cathedral City and Myoma, Calif., 7.5’ quadrangles, 1978/1981 editions) 3 Figure 2. Aerial view of the project area. 4 The present study was designed and implemented to update and reexamine the findings and conclusions of the 2016 study in relation to the current project area. Research procedures completed during this study include a review of data gathered during the 2016 study, a Sacred Lands Files search at the State of California Native American Heritage Commission (NAHC), and a field inspection of the project area. A summary of the methods and results of these procedures is presented below, along with the final conclusion of the study. Previous Cultural Resources Studies in the Project Vicinity Due to delays caused by facility closure during the COVID-19 pandemic, an updated records search could not be obtained in time for this study from the Eastern Information Center (EIC) of the California Historical Resources Information System. Instead, the results of the 2016 records search were consulted for pertinent information. Records obtained from the EIC at that time indicate that 22 cultural resources studies had been completed within a one-mile radius of the current project area prior to 2016, including a 2007 survey on the adjacent property to the west for the Riverside County Sheriff’s station at that location today, but none of those studies covered any portion of the project area itself. The records further indicate that six cultural resources were previously identified within the one-mile radius, including three historical/archaeological sites and three isolates (i.e., localities with fewer than three artifacts), as listed below in Table 1. Two of the isolates were prehistoric (i.e., Native American) in origin, each consisting of a single groundstone artifact, and both of them were found more than a half-mile from the project location. The third isolate dated to the historic period, as did all three of the sites. Other than the Southern Pacific (now Union Pacific) Railroad, the historic- period resources consisted predominantly of scattered refuse items, including those found at the site of the Thousand Palms Dry Camp on the railroad. None of these six cultural resources was located in the immediate vicinity of the project area, and thus none of them requires further consideration during this study. Table 1. Previously Recorded Cultural Resources within the Scope of the Records Search Resource No. Recorded by/Date Description 33-003439 Various 1988-1999 Remains of Thousand Palms Dry Camp 33-009498 Various 1999-2005 Southern Pacific Railroad 33-015431 Cooley 2006 Isolate: granitic mano 33-015432 Eckhardt 2006 Isolate: blue glass insulator 33-024161 Wilson 2015 Isolate: granitic metate 33-024269 Goodwin 2015 Refuse scatter Land Use History of the Project Area Historical maps and aerial photographs consulted for this study show no evidence of any settlement or development activities within or adjacent to the project boundaries throughout the 1855-1972 era (GLO 1856; USGS 1904; 1941; 1958a; 1958b; NETR Online 1972). As late as 1972, a largely undisturbed desert landscape prevailed in and near the project area (NETR Online 1972). The first man-made feature in the immediate vicinity of the project area, present-day Gerald Ford Drive, came into being sometime between 1972 and 1996 (NETR Online 1996). 5 Development in the surrounding area began in earnest around the turn of the century, with the Shadow Ridge Golf Club to the west and the residential tract to the east present by 2002 and the neighborhood across Gerald Ford Drive developed gradually between 2006 and 2016 (NETR Online 1996-2016; Google Earth 1996-2016). The nearest development to the project location, the sheriff’s station on the adjacent property, occurred in 2009-2011 (Google Earth 2009-2011). In the meantime, the project area has exhibited evidence of some disturbance since the beginning of the current century, especially on the western edge during the construction of the sheriff’s station, but has remained undeveloped to the present time (Google Earth 2005-2019). Sacred Lands File Search On November 24, 2020, CRM TECH submitted a written request to the NAHC for information in the Sacred Lands File pertaining to any known Native American cultural resources in the project vicinity. In response, the NAHC reported in a letter dated December 1, 2020, that the Sacred Lands File identified no Native American cultural resources in or near the project area. Noting that the absence of specific site information would not necessarily indicate the absence of cultural resources, however, the NAHC recommended that local Native American groups be consulted for further information and provided a referral list of potential contacts. The NAHC’s reply is attached to this report in Attachment B for reference by the City of Palm Desert in future government-to-government consultations with the pertinent tribal groups. Current Condition of the Project Area The field inspection of the project area was carried out on December 1, 2020, by CRM TECH field director Daniel Ballester, M.S. The survey was completed at a reconnaissance level by walking a series of parallel north-south transects spaced 30 meters (approximately 90 feet) apart. Ground visibility was excellent (90-100%) over the entire project area despite the scattered vegetation growth (Fig. 3). As in 2016, no historical/archaeological resources were encountered in the current project area during the field inspection. Evidence of previous ground disturbances was observed along the western project boundary as well as the northern boundary, where underground utility lines have been installed along the south side of Gerald Ford Drive. Conclusion and Recommendations In summary, the results of the 2016 study and of research procedures completed during this study have established that no “historical resources” are known to be present within the project area. Accordingly, CRM TECH presents the following recommendations to the City of Palm Desert: • The proposed Palm Desert Apartments Project will not cause a substantial adverse change to any known historical resources. • No further cultural resources investigation is necessary for the project unless development plans undergo such changes as to include areas not covered by this study. • If buried cultural materials are discovered during any earth-moving operations associated with the project, all work in that area should be halted or diverted until a qualified archaeologist can evaluate the nature and significance of the finds. 6 Figure 3. Overview of the current condition of the project area. (Photograph taken on December 1, 2020; view to the northwest) Thank you for this opportunity to be of service. Should you have any questions or need additional information, please feel free to contact our office. Sincerely, Bai “Tom” Tang, M.A. Principal, CRM TECH References Cited GLO (General Land Office, U.S. Department of the Interior) 1856 Plat map: Township No. 4 South Range No. 6 East, SBBM; surveyed in 1855-1856. Google Earth 1996-2019 Aerial photographs of the project vicinity; taken in 1996, 2002, 2004-2006, 2009, 2011-2013, and 2015-2019. Available through the Google Earth software. NETR (Nationwide Environmental Title Research) Online 1972-2016 Aerial photographs of the project vicinity; taken in 1972, 1996, 2002, 2005, 2009, 2010, 2012, 2014, and 2016. http://www.historicaerials.com. 7 Tang, Bai “Tom,” Terri Jacquemain, Daniel Ballester, and Laura Shaker 2016 Historical/Archaeological Resources Survey: Assessor’s Parcel Numbers 694-300-001, -002, -005, -014, -015, and 694-310-002, -003, -006, -007, City of Palm Desert, Riverside County, California. On file, Eastern Information Center, University of California, Riverside. (See Attachment A) USGS (United States Geological Survey, U.S. Department of the Interior) 1904 Map: Indio, Calif. (30’, 1:125,000); surveyed in 1901. 1941 Map: Edom, Calif. (15’, 1:62,500); aerial photographs taken in 1941. 1958a Map: Cathedral City, Calif. (7.5’, 1:24,000); aerial photographs taken in 1956. 1958b Map: Myoma, Calif. (7.5’, 1:24,000); aerial photographs taken in 1956, field-checked in 1958. ATTACHMENT C NATIVE AMERICAN SACRED LANDS FILE SEARCH RESULT STATE OF CALIFORNIA Gavin Newsom, Governor NATIVE AMERICAN HERITAGE COMMISSION Page 1 of 1 April 13, 2022 Nina Gallardo CRM TECH Via Email to: ngallardo@crmtech.us Re: Proposed Refuge at Palm Desert Project, Riverside County Dear Ms. Gallardo: A record search of the Native American Heritage Commission (NAHC) Sacred Lands File (SLF) was completed for the information you have submitted for the above referenced project. The results were negative. However, the absence of specific site information in the SLF does not indicate the absence of cultural resources in any project area. Other sources of cultural resources should also be contacted for information regarding known and recorded sites. Attached is a list of Native American tribes who may also have knowledge of cultural resources in the project area. This list should provide a starting place in locating areas of potential adverse impact within the proposed project area. I suggest you contact all of those indicated; if they cannot supply information, they might recommend others with specific knowledge. By contacting all those listed, your organization will be better able to respond to claims of failure to consult with the appropriate tribe. If a response has not been received within two weeks of notification, the Commission requests that you follow-up with a telephone call or email to ensure that the project information has been received. If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information. If you have any questions or need additional information, please contact me at my email address: Andrew.Green@nahc.ca.gov. Sincerely, Andrew Green Cultural Resources Analyst Attachment CHAIRPERSON Laura Miranda Luiseño VICE CHAIRPERSON Reginald Pagaling Chumash PARLIAMENTARIAN Russell Attebery Karuk SECRETARY Sara Dutschke Miwok COMMISSIONER William Mungary Paiute/White Mountain Apache COMMISSIONER Isaac Bojorquez Ohlone-Costanoan COMMISSIONER Buffy McQuillen Yokayo Pomo, Yuki, Nomlaki COMMISSIONER Wayne Nelson Luiseño COMMISSIONER Stanley Rodriguez Kumeyaay EXECUTIVE SECRETARY Raymond C. Hitchcock Miwok/Nisenan NAHC HEADQUARTERS 1550 Harbor Boulevard Suite 100 West Sacramento, California 95691 (916) 373-3710 nahc@nahc.ca.gov NAHC.ca.gov Agua Caliente Band of Cahuilla Indians Jeff Grubbe, Chairperson 5401 Dinah Shore Drive Palm Springs, CA, 92264 Phone: (760) 699 - 6800 Fax: (760) 699-6919 Cahuilla Agua Caliente Band of Cahuilla Indians Patricia Garcia-Plotkin, Director 5401 Dinah Shore Drive Palm Springs, CA, 92264 Phone: (760) 699 - 6907 Fax: (760) 699-6924 ACBCI-THPO@aguacaliente.net Cahuilla Augustine Band of Cahuilla Mission Indians Amanda Vance, Chairperson P.O. Box 846 Coachella, CA, 92236 Phone: (760) 398 - 4722 Fax: (760) 369-7161 hhaines@augustinetribe.com Cahuilla Cabazon Band of Mission Indians Doug Welmas, Chairperson 84-245 Indio Springs Parkway Indio, CA, 92203 Phone: (760) 342 - 2593 Fax: (760) 347-7880 jstapp@cabazonindians-nsn.gov Cahuilla Cahuilla Band of Indians Daniel Salgado, Chairperson 52701 U.S. Highway 371 Anza, CA, 92539 Phone: (951) 763 - 5549 Fax: (951) 763-2808 Chairman@cahuilla.net Cahuilla Los Coyotes Band of Cahuilla and Cupeño Indians Ray Chapparosa, Chairperson P.O. Box 189 Warner Springs, CA, 92086-0189 Phone: (760) 782 - 0711 Fax: (760) 782-0712 Cahuilla Morongo Band of Mission Indians Robert Martin, Chairperson 12700 Pumarra Road Banning, CA, 92220 Phone: (951) 755 - 5110 Fax: (951) 755-5177 abrierty@morongo-nsn.gov Cahuilla Serrano Morongo Band of Mission Indians Ann Brierty, THPO 12700 Pumarra Road Banning, CA, 92220 Phone: (951) 755 - 5259 Fax: (951) 572-6004 abrierty@morongo-nsn.gov Cahuilla Serrano Quechan Tribe of the Fort Yuma Reservation Jill McCormick, Historic Preservation Officer P.O. Box 1899 Yuma, AZ, 85366 Phone: (760) 572 - 2423 historicpreservation@quechantrib e.com Quechan Quechan Tribe of the Fort Yuma Reservation Manfred Scott, Acting Chairman Kw'ts'an Cultural Committee P.O. Box 1899 Yuma, AZ, 85366 Phone: (928) 750 - 2516 scottmanfred@yahoo.com Quechan 1 of 2 This list is current only as of the date of this document. Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code, Section 5097.94 of the Public Resource Section 5097.98 of the Public Resources Code. This list is only applicable for contacting local Native Americans with regard to cultural resources assessment for the proposed Proposed Refuge at Palm Desert Project, Riverside County. PROJ-2022- 001908 04/13/2022 01:31 PM Native American Heritage Commission Native American Contact List Riverside County 4/13/2022 Ramona Band of Cahuilla Joseph Hamilton, Chairperson P.O. Box 391670 Anza, CA, 92539 Phone: (951) 763 - 4105 Fax: (951) 763-4325 admin@ramona-nsn.gov Cahuilla Ramona Band of Cahuilla John Gomez, Environmental Coordinator P. O. Box 391670 Anza, CA, 92539 Phone: (951) 763 - 4105 Fax: (951) 763-4325 jgomez@ramona-nsn.gov Cahuilla Santa Rosa Band of Cahuilla Indians Lovina Redner, Tribal Chair P.O. Box 391820 Anza, CA, 92539 Phone: (951) 659 - 2700 Fax: (951) 659-2228 lsaul@santarosa-nsn.gov Cahuilla Soboba Band of Luiseno Indians Isaiah Vivanco, Chairperson P. O. Box 487 San Jacinto, CA, 92581 Phone: (951) 654 - 5544 Fax: (951) 654-4198 ivivanco@soboba-nsn.gov Cahuilla Luiseno Soboba Band of Luiseno Indians Joseph Ontiveros, Cultural Resource Department P.O. BOX 487 San Jacinto, CA, 92581 Phone: (951) 663 - 5279 Fax: (951) 654-4198 jontiveros@soboba-nsn.gov Cahuilla Luiseno Torres-Martinez Desert Cahuilla Indians Cultural Committee, P.O. Box 1160 Thermal, CA, 92274 Phone: (760) 397 - 0300 Fax: (760) 397-8146 Cultural- Committee@torresmartinez- nsn.gov Cahuilla 2 of 2 This list is current only as of the date of this document. Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code, Section 5097.94 of the Public Resource Section 5097.98 of the Public Resources Code. This list is only applicable for contacting local Native Americans with regard to cultural resources assessment for the proposed Proposed Refuge at Palm Desert Project, Riverside County. PROJ-2022- 001908 04/13/2022 01:31 PM Native American Heritage Commission Native American Contact List Riverside County 4/13/2022 D Appendix D Water Supply Assessment (Available on City website) 1 Water Supply Assessment and Water Supply Verification for the Proposed Refuge Specific Plan Prepared for: Coachella Valley Water District P.O. Box 1058 Coachella, CA 92236 Prepared by: Terra Nova Planning and Research 42635 Melanie Place, Suite 101 Palm Desert, CA 92211 August 2022 2 Table of Contents List of Figures................................................................................................................................................. 4 List of Tables .................................................................................................................................................. 4 1 Summary and Requirements ................................................................................................................ 5 1.1 Regulatory Requirements ................................................................................................................... 5 1.1.1 Senate Bill 610 .............................................................................................................................. 6 1.1.2 Senate Bill 221 .............................................................................................................................. 7 1.1.3 Senate Bill 1262 ............................................................................................................................ 7 1.2 Water Management Planning Documents ......................................................................................... 7 1.2.1 Urban Water Management Planning Act .................................................................................... 7 1.2.2 Sustainable Groundwater Management Act .............................................................................. 8 1.2.3 Groundwater Replenishment ...................................................................................................... 9 2 Public Water System ........................................................................................................................... 11 2.1 Coachella Valley Water District ........................................................................................................ 11 2.1.2 Coachella Valley Water District – Potable Water Distribution Systems .................................. 12 2.2 Coachella Valley Hydrology .............................................................................................................. 13 3 Public Water System – Existing Supply and Demand ........................................................................ 15 3.1 Groundwater ..................................................................................................................................... 15 3.1.1 Coachella Valley Groundwater Basin ........................................................................................ 15 3.1.2 Groundwater Demand ............................................................................................................... 17 3.1.3 Groundwater Sustainability....................................................................................................... 17 3.2 Imported Water ................................................................................................................................ 21 3.2.1 Colorado River Water ................................................................................................................ 21 3.2.2 State Water Project .................................................................................................................... 24 3.2.3 Other SWP Water ....................................................................................................................... 25 3.3 Surface Water .................................................................................................................................... 26 3.3.1 River/Stream Diversion ............................................................................................................. 26 3.3.2 Stormwater Capture .................................................................................................................. 26 3.4 Wastewater and Recycled Water ..................................................................................................... 27 3.5 Conservation ..................................................................................................................................... 27 3.6 Landscape Ordinance ........................................................................................................................ 28 3.7 Water Shortage Contingency Planning ............................................................................................ 28 4 Public Water System – Projected Supply and Demand ..................................................................... 29 3 4.1 Projected Urban Demand and Supply .............................................................................................. 29 4.2 Normal, Single-Dry, Multiple-Dry Year Comparison ........................................................................ 30 5 Project Description .............................................................................................................................. 33 6 Project Water Demands ...................................................................................................................... 36 6.2 Projected Indoor Commercial Water Demand ................................................................................ 37 6.3 Projected Outdoor Water Demand .................................................................................................. 37 6.4 Projected Total Water Demand ........................................................................................................ 38 6.5 Projected Water Sources .................................................................................................................. 39 6.6 Conservation Measures .................................................................................................................... 39 7 Assessment and Verification – Availability of Sufficient Supplies .................................................... 40 7.1 Water Supply Assessment ................................................................................................................ 40 7.2 Water Supply Verification................................................................................................................. 40 8 References ........................................................................................................................................... 41 4 List of Figures Figure 2-1: Coachella Valley Water District Boundary and Cities ............................................................. 12 Figure 2-2: Coachella Valley Water District Domestic Water Service Areas ............................................. 13 Figure 3-1: Coachella Valley Groundwater Basin and Subbasins .............................................................. 16 Figure 3-2: Historical Annual Change in Groundwater Storage in the Indio Subbasin ............................. 18 Figure 3-3: 12-Year Change in Groundwater Elevation from Water Year 2008 -2009 through Water Year 2020-2021 in the Indio Subbasin .............................................................................................. 19 Figure 3-4: Historical Annual Change in Groundwater Storage in the Mission Creek Subbasin ............. 20 Figure 3-5: 12-Year Change in Groundwater Elevation from Water Year 2010 -2011 through Water Year 2020-2021 in the Mission Creek Subbasin ............................................................................... 21 Figure 5-1: Project Regional Location Map ................................................................................................ 33 Figure 5-2: Project Vicinity Map ................................................................................................................. 34 Figure 5-3: Planning Area Map ................................................................................................................... 34 List of Tables Table 2-1: Current and Projected Population for CVWD’s Service Area ................................................... 13 Table 2-2: Monthly Average Climate Data for Palm Springs ..................................................................... 14 Table 2-3: Monthly Average Climate Data for Thermal............................................................................. 14 Table 3-1: Groundwater Storage in the Coachella Valley Groundwater Basin ........................................ 17 Table 3-2: CVWD Groundwater Demand in the Coachella Valley Groundwater Basin ............................ 17 Table 3-3: CVWD Colorado River Entitlements (AFY) ................................................................................ 23 Table 3-4: Colorado River Deliveries to CVWD at the Imperial Dam/Coachella Canal ............................ 24 Table 3-5: CVWD Groundwater Recharge of Colorado River Water ......................................................... 24 Table 3-6: State Water Project Table A Allocations ................................................................................... 25 Table 3-7: CVWD and DWA Groundwater Recharge of State Water Project Exchange Water ............... 25 Table 3-8: Wastewater Treated by CVWD ................................................................................................. 27 Table 3-9: Recycled Water Produced by CVWD ......................................................................................... 27 Table 3-10: Urban Water Shortage Contingency Plan Shortage Levels .................................................... 28 Table 4-1: CVWD Projected Urban Retail Demands .................................................................................. 29 Table 4-2: CVWD Projected Urban Water Supplies ................................................................................... 30 Table 4-3: Normal Year Supply and Demand Comparison ........................................................................ 30 Table 4-4: Single Dry Year Supply and Demand Comparison .................................................................... 31 Table 4-5: Multiple-Dry Years Supply and Demand Comparison .............................................................. 32 Table 5-1: Project Land Use Summary........................................................................................................ 35 Table 6-1: Projected Indoor Residential Water Demand .......................................................................... 36 Table 6-2: Projected Indoor Commercial and Industrial Water Demand ................................................. 37 Table 6-3: Projected Outdoor Irrigation Water Demand .......................................................................... 38 Table 6-4: Projected Total Water Demand ................................................................................................ 38 Table 6-5: Projected Water Sources ........................................................................................................... 39 5 1 Summary and Requirements The environmental review of the Refuge Specific Plan (Project) is being prepared in compliance with the California Environmental Quality Act (CEQA) process. The City of Palm Desert is the Lead Agency for the planning and environmental review of the propose d Project. The City of Palm Desert has identified the Coachella Valley Water District (CVWD) as the Public Water System (PWS) that will supply water for the proposed Project, and has requested that CVWD assist in preparing a Water Supply Assessment/Water Supply Verification (WSA/WSV) as part of the environmental review for the Project. The Project is located in the central portion of the Coachella Valley within the City of Palm Desert, Riverside County. The Project proposes a Specific Plan to guide the development of up to 969 single-family and multi-family dwelling units on approximately 106.4 acres of vacant land. Common recreation facilities such as pools, spas, club houses, management offices, barbecues and other facilities appropriate for future development may be included. Project-level landscape plans are currently unknown, however it is assumed that up to 30 percent of the total Specific Plan area, or 31.92 acres, may be landscaped with a mix of drought tolerant landscaping and minimal turf for open space, retention basins, and private yards. It is also assumed that 60 percent of all private residential lots will have private pools, for a total of 240 private pools in addition to 3 community pools. This WSA/WSV determined that the total projected water demand for the Project is up to 246.58 acre-feet per year (AFY), or 2.32 acre-feet per acre. This WSA/WSV demonstrates that sufficient water supplies exist, or will exist based on current water planning assumptions, to meet the projected demands of the Project, in addition to current and future projected water demands within CVWD’s service area in normal, single -dry, and multiple-dry years over a 20-year projection. This WSA/WSV will be reviewed every five years, or in the event that the water planning assumptions have changed, until the Project completes construction to ensure it remains accurate and no significant changes to either the Project or available water supply has occurred. This WSA/WSV does not relieve the Project from complying with all current or future applicable state, county, city, and local ordinances or regulations including the CVWD Landscape Ordinance, and indoor water use performance standards provided in the California Water Code (CWC) which may result water demand lower than projected in this WSA/WSV. 1.1 Regulatory Requirements This WSA/WSV provides an assessment and verification of the availability of sufficient water supplies during normal, single-dry, and multiple-dry years over a 20-year projection to meet the projected demands of the Project, in addition to existing and planned future water demands of CVWD, as required by Senate Bill 610 (SB 610), SB 221, and SB 1262. This WSA/W SV also includes identification of existing water supply entitlements, water rights, water service contracts, or 6 agreements relevant to the identified water supply for the Project and quantities of water received in prior years pursuant to those entitlements, rights, contracts, and agreements. This WSA/WSV has been prepared in compliance with the requirements under SB 610, SB 221, and SB 1262 by Terra Nova Planning and Research in consultation with CVWD and the City of Palm Desert. This WSA/WSV does not relieve the Project from complying with all applicable state, county, city, and local ordinances or regulations, including the CVWD Landscape Ordinance and indoor water use performance standards provided in the California Water Code (CWC). This WSA/WSV will be reviewed every five years, or in the event that the water planning assumptions have changed, until the Project completes construction, to ensure it remains accurate and no significant changes to either the Project or available water supply has occurred. The Project applicant shall notify CVWD when construction begins. If neither the Project applicant nor the Lead Agency contacts CVWD within five years of approval of this WSA/WSV, it will be assumed that the Project no longer exists and the WSA/WSV provided by this document will become invalid. 1.1.1 Senate Bill 610 On January 1, 2002, Senate Bill 610 (SB 610) was enacted and codified in CWC Section 10910 et seq., requiring the preparation of a Water Supply Assessment (WSA) for certain new development projects. As stated in SB 610, the purpose of a WSA is to determine whether the PWS’s “total projected water supplies available during normal, single-dry, and multiple-dry water years during a 20-year projection will meet the projected water demand associated with the proposed project, in addition to the PWS’s existing and planned future uses, including agricultural and manufacturing uses.” CWC Section 10912 defines a “project” as any of the following: • A proposed residential development of more than 500 dwelling units; • A proposed shopping center or business establishment employing more than 1,000 persons or having more than 500,000 square feet of floor space; • A proposed commercial office building employing more than 1,000 persons or having more than 250,000 square feet of floor space; • A proposed hotel or motel, or both, having more than 500 rooms; • A proposed industrial, manufacturing, or processing plant, or industrial park, planned to house more than 1,000 persons, occupying more than 40 acres of land, or having more than 650,000 square feet of floor space; • A mixed-use project that includes one or more of the projects specified in this subdivision; or • A project that would demand an amount of water equivalent to, or greater than, the amount of water required by a 500 dwelling unit project (about 250 acre-feet per year). 7 The intent of SB 610 is to improve the link between information on water supply availability and certain land-use decisions made by cities and counties. 1.1.2 Senate Bill 221 On January 1, 2002, Senate Bill 221 (SB 221) was enacted and amended Section 11010 of the Business and Professional Code. SB 221 also amended Section 65867.5 to add Section 66455.3 and 66473.7 to the Government Code. SB 221 establishes the relationship between the WSA prepared for a project and project approval under the Subdivision Map Act. Pursuant to CWC Section 66473.7, the PWS must provide a written verification of sufficient water supply prior to the approval of a new subdivision. SB 221 states that “a Water Supply Verification (WSV) is required prior to approval of a tentative subdivision map, or a parcel map for which a tentative map is not required, or a development agreement for a subdivision of property of more than 500 dwelling units, except as specified, including the design of the subdivision or similar type of improvement.” The proposed Project proposes up to 969 dwelling units, involves a Tentative Parcel Map and, therefore, a WSV is required. 1.1.3 Senate Bill 1262 On January 1, 2017, Senate Bill 1262 (SB 1262) was enacted and amended CWC Section 10910, requiring that information regarding the Sustainable Groundwater Management Act (SGMA) be included in a WSA if the water supply for a proposed project includes groundwater from a basin that is not adjudicated and was designated medium- or high-priority by the California Department of Water Resources (DWR). 1.2 Water Management Planning Documents CVWD has prepared long-term planning documents to project future water use and manage the water supplies within its service area. These planning documents can be used for compliance with SB 610, SB 221, and SB 1262, and are discussed in further detail in the following sections. 1.2.1 Urban Water Management Planning Act The Urban Water Management Planning Act (UWMPA) was established by Assembly Bill 797 (AB 797) on September 21, 1983, and passage of this law recognized that water is a limited resource and that efficient water use and conservation would be actively pursued throughout the State. The UWMPA requires that municipal water suppliers providing either directly or indirectly to more than 3,000 customers, or supplying more the 3,000 acre-feet per year (AFY), prepare and adopt an Urban Water Management Plan (UWMP) every five years which defines their current and future water use, source of supply, source reliability, and existing conservation measures. 1.2.1.1 Coachella Valley Water District Urban Water Management Plan CVWD prepared and adopted its 2005, 2010, and 2015 UWMPs to document CVWD’s projected water demands and plans for delivering water supplies to its water service area during normal, single-dry, and multiple-dry years over a 20-year projection. 8 The six urban water suppliers in the Coachella Valley (CVWD, Coachella Water Authority, Desert Water Agency (DWA), Indio Water Authority (IWA), Mission Springs Water District (MSWD), and Myoma Dunes Mutual Water Company) collaboratively prepared the 20 20 Coachella Valley Regional UWMP, including regional and individual agency content and other necessary elements as set forth in DWR’s 2020 UWMP Guidebook. The 2020 Coachella Valley Regional UWMP was submitted to DWR on July 1, 2021. DWR accepted CVWD’s portion of the Regional UWMP on May 17, 2022. 1.2.2 Sustainable Groundwater Management Act In September 2014, Governor Brown signed three bills into law: Assembly Bill 1739, Senate Bill 1319, and Senate Bill 1168, which became collectively known as the Sustainable Groundwater Management Act (SGMA), creating a framework for sustainable, local groundwater management for the first time in California history. DWR evaluated and prioritized the 515 groundwater basin s identified in Bulletin 118, and 94 of these groundwater basins were designated as high- or medium-priority basins, as of December 2019, requiring them to be sustainably managed within 20 years. SGMA required local authorities to form local Groundwater Sustainability Agencies (GSAs) by June 30, 2017 to evaluate conditions in their local groundwater basins and adopt locally-based Groundwater Sustainability Plans (GSPs), or Alternatives to a GSP (Alternative Plans), tailored to their regional economic and environmental needs. As defined by DWR, the subbasins of the Coachella Valley Groundwater Basin are the Indio, Mission Creek, San Gorgonio Pass, and Desert Hot Springs Subbasins. CVWD’s service are a overlies the Indio, Mission Creek, and Desert Hot Springs Subbasins. The Indio and Mission Creek Subbasins have been designated medium-priority by DWR and are subject to the requirements of SGMA. The Desert Hot Springs Subbasin has been designated very l ow-priority by DWR and is not subject to the requirements of SGMA. The Project is located within the Indio Subbasin, which has been designated as a medium-priority groundwater basin by DWR under SGMA. 1.2.2.1 Alternative Plan for the Indio Subbasin Twenty years before the adoption of SGMA, CVWD began the development of the initial water management plan for the Coachella Valley in 1994 after recognizing the need to sustainably manage the Coachella Valley Groundwater Basin. The original planning docume nt is the 2002 Coachella Valley Water Management Plan (CVWMP). The 2002 CVWMP was updated in 2010 and adopted in 2012. CVWD, DWA, CWA, and IWA, are the Indio Subbasin GSAs designated by DWR for their respective service areas. On December 29, 2016, CVWD, DWA, CWA, and IWA collaboratively submitted the 2010 CVWMP Update as an Alternative Plan for the Indio Subbasin, with an associated Bridge Document and supporting documents, to DWR for review and evaluation. On July 17, 2019, DWR determined that the Alternative Plan for the Indio Subbasin satisfies the objectives of SGMA and notified the Indio Subbasin GSAs that the Alternative Plan was approved, and that they would be required to submit an assessment and update of the Alternative Plan pursuant to the SGMA by 9 January 1, 2022 and every five years thereafter. The 2022 Alternative Plan Update for the Indio Subbasin was submitted to DWR on December 29, 2021. On February 1, 2018, DWR notified all GSAs who submitted Alternative Plans that they would be required to submit annual reports pursuant to SGMA by April 1, 2018 and every year thereafter. CVWD, DWA, CWA, and IWA have collaboratively prepared and submitted the Indio Subbasin Annual Reports for Water Years 2016-2017 through 2020-2021. 1.2.2.2 Alternative Plan for the Mission Creek Subbasin In 2004, CVWD, DWA, and MSWD created the Mission Creek Subbasin Management Committee (Management Committee). The Management Committee jointly prepared the 2013 Mission Creek-Garnet Hill Subbasin Water Management Plan (2013 MC-GH WMP). On December 29, 2016, CVWD, DWA, and MSWD collaboratively submitted the 2013 MC-GH WMP as an Alternative Plan for the Mission Creek Subbasin, with an associated Bridge Document and supporting documents, to DWR for review and evaluation. On July 17, 2019, DWR determined that the Alternative Plan for the Mission Creek Subbasin satisfies the objectives of SGMA and notified the Management Committee that the Alternative Plan was approved, and that they would be required to submit an assessment and update of the Alternative Plan pursuant to SGMA by January 1, 2022 and every five years thereafter. The 2022 Alternative Plan Update for the Mission Creek Subbasin was submitted to DWR on December 30, 2021. On February 1, 2018, DWR notified all GSAs who submitted Alternative Plans that they would be required to submit annual reports pursuant to SGMA by April 1, 2018 and every year thereafter. CVWD, DWA, and MSWD have collaboratively prepared and submitted the Mission Creek Subbasin Annual Reports for Water Years 2016-2017 through 2020-2021. 1.2.3 Groundwater Replenishment State Water Code (SWC) 31630-31639 provides CVWD with the authority to levy and collect water replenishment assessments to implement groundwater replenishment programs (GRPs) within its jurisdictional boundary. Groundwater replenishment is necessary to mitigate overdraft of the groundwater basin and associated undesirable results. The jurisdictional areas that benefit from the GRPs, and where CVWD levies replenishment assessments on groundwater production, are termed Areas of Benefit (AOBs). There are three AOBs within CVWD’s boundary: the Mission Creek Subbasin AOB, the West Whitewater River Subbasin AOB, and the East Whitewater River Subbasin AOB. GRPs are essential to the water management plans that were developed to prevent overdraft conditions and any associated undesirable results in all three AOBs. Groundwater replenishment is accomplished through two mechanisms: direct replenishment, by which imported surface water is percolated directly into the aquifer, and in -lieu replenishment, by which imported surface water or recycled water is provided to groundwater pumpers for irrigation purposes, thus reducing or eliminating their use of pumped groundwater. Historical declines in groundwater levels in the three AOBs led to joint management agreements between CVWD and DWA. The GRP for the West Whitewater River Subbasin AOB was formed in 1976, the 10 GRP for the Mission Creek Subbasin AOB was formed in 2003, and the GRP for the East Whitewater River Subbasin AOB was formed in 2004. The Project is located within the West Whitewater River Subbasin AOB. 1.2.3.1 Annual Engineer’s Reports CVWD is required to prepare and present to its Board of Directors annually an Engineer’s Report on Water Supply and Replenishment Assessment reporting on the conditions of the groundwater supplies and recommend Replenishment Assessment Charges (RACs) to be levied upon groundwater production greater than 25 AFY within each AOB in accordance with SWC 31630- 31639. The Engineer’s Report must include the following information: a summary of the conditions of groundwater supplies; the need for replenishment; a description of the replenishment programs, including the source and amount of replenishment waters, the costs associated with the GRP, the areas directly and indirectly benefited by the GRP, and the amount of groundwater produced in each area during the prior year; and a recommendation for the RAC to be levied on each AOB. The 2022-2023 Engineer’s Report on Water Supply and Replenishment Assessment was prepared and presented to CVWD’s Board of Directors on April 26, 2022. 11 2 Public Water System The City of Palm Desert is the Lead Agency for the planning and environmental review of the proposed Refuge Specific Plan (Project). The City of Palm Desert has identified the Coachella Valley Water District (CVWD) as the Public Water System (PWS) that will supply water for the proposed Project, and has requested that CVWD assist in preparing a Water Supply Assessment/Water Supply Verification (WSA/WSV) as part of the environmental review for the Project. 2.1 Coachella Valley Water District CVWD was established in 1918 under the County Water District Act provisions of the California Water Code. CVWD provides water related services for domestic w ater, wastewater collection and treatment, recycled water, agricultural irrigation water, drainage management, imported water supply, groundwater replenishment, stormwater management, flood control, and water conservation. CVWD’s boundary encompasses approximately 640,000 acres as shown in Figure 2-1, mostly within Riverside County, but also extending into northern Imperial and San Diego Counties. 12 Figure 2-1: Coachella Valley Water District Boundary and Cities 2.1.2 Coachella Valley Water District – Potable Water Distribution Systems CVWD has two domestic water service areas that serve potable water to its local communities: the Cove Communities system and Improvement District No. 8 (ID -8) as shown in Figure 2-2. CVWD previously had three water systems, but ID -11 was consolidated into the Cove Communities system in March 2021. CVWD had approximately 112,609 domestic water connections and served approximately 93,648 acre-feet (AF) of water in 2021. CVWD serves all of the Cities of Rancho Mirage, Thousand Palms, Palm Desert, Indian Wells, and La Quinta, and a portion of Indio, Coachella, and Cathedral City. Other areas served with domestic water by CVWD include a portion of lands near Desert Hot Springs and the Indio Hills. CVWD also serves other unincorporated communities including Thermal, Mecca, Oasis, Desert Shores, Salton Sea Beach, Salton City, North Shore, Bombay Beach, Hot Mineral Springs, and other portions of unincorporated Riverside and Imperial Counties. The Project is located within CVWD’s Cove Communities domestic water distribution system. 13 Figure 2-2: Coachella Valley Water District Domestic Water Service Areas The 2020 Regional UMWP projected that population in CVWD’s urban water service area would increase as shown in Table 2-1. Table 2-1: Current and Projected Population for CVWD’s Service Area Population Served 2020 2025 2030 2035 2040 2045 268,952 292,077 315,202 338,274 360,813 383,300 Source: 2020 Coachella Valley Regional Urban Water Management Plan 2.2 Coachella Valley Hydrology The bulk of natural groundwater replenishment comes from runoff from the adjacent mountains. Climate in the Coachella Valley is characterized by low humidity, high summer temperatures, and mild dry winters. Average annual precipitation varies from 3 to 6 i nches of rain on the Coachella Valley floor to more than 30 inches in the surrounding mountains. Most of the precipitation occurs between December and February, except for summer thundershowers. Prevailing winds in the area are usually gentle, but occasionally increase to velocities as high as 30 miles per hour or more. Mid-summer temperatures commonly exceed 100 degrees Fahrenheit (oF), frequently 14 reach 110oF, and periodically reach or exceed 120oF, and the average winter temperature is approximately 60oF as shown in Table 2-2 and Table 2-3. Table 2-2: Monthly Average Climate Data for Palm Springs Source: 2020 Coachella Valley Regional Urban Water Management Plan 1 National Weather Service Forecast, Station Palm Springs Airport, 1998-2020 2 CIMIS Station 208 – La Quinta II, 2007-2020 Table 2-3: Monthly Average Climate Data for Thermal Source: 2020 Coachella Valley Regional Urban Water Management Plan 1 National Weather Service Forecast, Station Desert Resorts Regional Airport, 1990-2020 2 CIMIS Station 218 – Thermal South, 2010-2020 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual Max (oF)1 71 73 80 86 94 104 108 107 102 90 78 69 89 Min (oF)1 47 49 54 59 65 73 80 79 74 64 53 46 62 Rain (in)1 0.95 0.92 0.36 0.10 0.02 0.00 0.25 0.14 0.20 0.20 0.26 0.70 3.80 ETo (in)2 2.5 3.4 5.6 7.1 8.3 8.7 8.1 7.5 6.2 4.7 2.9 2.2 67.2 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual Max (oF) 1 71 74 81 87 95 103 107 106 101 91 79 69 89 Min (oF) 1 39 43 49 55 63 69 76 75 68 57 45 38 56 Rain (in)1 0.64 0.61 0.34 0.08 0.01 0.01 0.13 0.12 0.32 0.19 0.17 0.34 2.96 ETo (in) 2 2.7 3.9 6.4 8.0 9.3 9.3 9.6 9.1 7.1 5.3 3.2 2.4 70.2 15 3 Public Water System – Existing Supply and Demand Currently, all of Coachella Valley Water District’s (CVWD’s) urban potable water uses are supplied using groundwater. In addition to groundwater, CVWD has imported water supplies from the State Water Project (SWP) and the Colorado River, and recycled water from water reclamation plants. These imported and recycled water supplies are used to meet CVWD’s non-potable water demands and to replenish the groundwater basin. 3.1 Groundwater Groundwater is the principal source of potable supply in the Coachella Valley and CVWD obtains groundwater from both the Indio and Mission Creek Subbasins of the Coachella Valley Groundwater Basin. CVWD has the legal authority to manage the groundwater basin within its boundaries under the County Water District Law (California Water Code section 30000, et seq.) and as a Groundwater Sustainability Agency (GSA) under the Sustainable Groundwater Management Act (SGMA). Groundwater is also used by other domestic water suppliers and private pumpers for crop irrigation, fish farms, duck clubs, golf course irrigation, greenhouses, and industrial uses in the Coachella Valley. 3.1.1 Coachella Valley Groundwater Basin The Coachella Valley Groundwater Basin is bounded on the north and east by the San Bernardino and Little San Bernardino Mountains, on the south and west by the Santa Rosa and San Jacinto Mountains, and on the south by the Salton Sea. At the west end of the San Gorgonio Pass, between Beaumont and Banning, the basin boundary is defined by a surface drainage divide separating the Coachella Valley Groundwater Basin from the Beaumont Groundwater Basin of the Upper Santa Ana Drainage Area. The southern boundary is formed primarily by the watershed of the Mecca Hills and by the northwest shoreline of the Salton Sea running between the Santa Rosa Mountains and Mortmar. Between the Salton Sea and Travertine Rock, at the base of the Santa Rosa Mountains, the southern boundary crosses the Riverside County Line into Imperial and San Diego Counties. Although there is interflow of groundwater throughout the Coachella Valley Groundwater Basin, fault barriers, constrictions in the basin profile, and areas of low permeability limit and control movement of groundwater. Based on these factors, the Coachella Valley Groundwater Basin has been divided into subbasins and subareas as described by DWR in 1964 and 2003, and by the United States Geological Survey (USGS) in 1974. 3.1.1.1 Coachella Valley Groundwater Basin – Subbasins As shown on Figure 3-1, the subbasins of the Coachella Valley Groundwater Basin are the Indio, Mission Creek, San Gorgonio Pass, and Desert Hot Springs Subbasins. The subbasins are defined without regard to water quantity or quality. They delineate areas underlain by formations which 16 readily yield stored groundwater through water wells and offer natural reservoirs for the regulation of water supplies. The boundaries between subbasins within the Coachella Valley Groundwater Basin are generally defined by faults that impede the lateral movement of groundwater. Minor subareas have also been delineated based on one or more of the following geologic or hydrologic characteristics: types of water-bearing formations, water quality, areas of confined groundwater, forebay areas, groundwater divides, and surface drainage divides. Figure 3-1: Coachella Valley Groundwater Basin and Subbasins Source: Indio Subbasin Annual Report for Water Year 2020-2021 The following is a list of the subbasins in the Coachella Valley Groundwater Basin as designated by DWR in Bulletin 118: • Indio Subbasin (Subbasin 7-21.01) • Mission Creek Subbasin (Subbasin 7-21.02) • San Gorgonio Pass Subbasin (Subbasin 7-21.03) • Desert Hot Springs Subbasin (Subbasin 7-21.04) 17 DWR designated the Indio, Mission Creek, and San Gorgonio Pass Subbasins as medium-priority, and the Desert Hot Springs Subbasin as very low priority. None of the subbasins are adjudicated or in a state of overdraft. In 1964, DWR estimated that the subbasins in the Coachella Valley Groundwater Basin contained approximately 39,200,000 acre-feet (AF) of water in the first 1,000 feet below the groundwater surface. The capacities of the subbasins are shown in Table 3-1. Table 3-1: Groundwater Storage in the Coachella Valley Groundwater Basin Subbasin/Subarea Storage (AF) 1 Indio Subbasin Palm Springs Subarea 4,600,000 Thousand Palms Subarea 1,800,000 Oasis Subarea 3,000,000 Garnet Hill Subarea 1,000,000 Thermal Subarea 19,400,000 Indio Subbasin Subtotal 29,800,000 Mission Creek Subbasin 2,600,000 San Gorgonio Subbasin 2,700,000 Desert Hot Springs Subbasin 4,100,000 Total 39,200,000 Source: DWR Bulletin 108 (1964) 1 First 1,000 feet below ground surface. (DWR, 1964) 3.1.2 Groundwater Demand Groundwater is the principle source of potable supply in the Coachella Valley and CVWD obtains groundwater from both the Indio and Mission Creek Subbasins of the Coachella Valley Groundwater Basin. CVWD‘s groundwater demand in the Coachella Valley Groundwa ter Basin for 2017 through 2021 is shown in Table 3-2. Table 3-2: CVWD Groundwater Demand in the Coachella Valley Groundwater Basin Groundwater Production (AF) 2017 2018 2019 2020 2021 Indio Subbasin 93,798 96,176 93,130 96,661 98,484 Mission Creek Subbasin 2,917 2,786 2,642 3,182 3,062 Total 96,715 98,962 95,772 99,843 101,546 3.1.3 Groundwater Sustainability Long-term sustainability is typically assessed based on changes in groundwater storage over a period on the order of ten to twenty years that includes wet and dry periods. 3.1.3.1 Indio Subbasin Figure 3-2 shows the historical annual change in groundwater storage from 1970 through Water Year (WY) 2020-2021 in the Indio Subbasin. The figure also shows annual inflows, outflows, groundwater production, and 10-year and 20-year running-average change in groundwater 18 storage. During periods of high artificial recharge, the change in storage tends to be positive. I n dry years or periods of high groundwater pumping, the change in storage can be negative. As shown in Figure 3-2, annual inflows to the Indio Subbasin are highly variable with years of high inflows corresponding to wet years when SWP delivery volumes were greater. Higher inflows in the mid-1980s occurred when the Metropolitan Water District of Southern California (MWD) commenced large-scale advanced water deliveries to the Indio Subbasin. After an extended period of decline, both the 10-year and 20-year running-average change in storage have shown positive trends since 2009, and the 10-year running-average has been positive since 2017. Figure 3-2: Historical Annual Change in Groundwater Storage in the Indio Subbasin Source: Indio Subbasin Annual Report for Water Year 2020-2021 As shown in Figure 3-3, groundwater levels have increased significantly in the Indio Subbasin from WY 2008-2009 to WY 2020-2021. The 2022 Indio Subbasin Alternative Plan Update uses 2009 water levels as a metric of sustainability because historical low groundwater levels occurred in the years around 2009 throughout most of the Indio Subbasin. The Indio Subbasin shows a long-term positive trend in sustainability resulting from implementation of the Indio Subbasin Alternative Plan. 19 Figure 3-3: 12-Year Change in Groundwater Elevation from Water Year 200 8-2009 through Water Year 2020-2021 in the Indio Subbasin Source: Indio Subbasin Annual Report for Water Year 2020-2021 3.1.3.2 Mission Creek Subbasin Figure 3-4 shows the historical annual change in groundwater storage from 1978 through WY 2019-2020 in the Mission Creek Subbasin. The figure also shows annual inflows, outflows, groundwater production, and 10-year and 20-year running-average change in groundwater storage. During periods of high artificial recharge, the change in storage tends to be positive. In dry years or periods of high groundwater pumping, the change in storage can be negative. As shown in Figure 3-4, after a period of decline, starting in 2004 both the 10-year and 20-year running-average change in groundwater storage have shown positive trends. Annual inflows to the Mission Creek Subbasin are highly variable with years of high inflows corresponding to years when SWP delivery volumes were greater. The 20-year running-average change in storage shows that the Mission Creek Subbasin has been in balance since 2012. 20 Figure 3-4: Historical Annual Change in Groundwater Storage in the Mission Creek Subbasin Source: Mission Creek Subbasin Annual Report for Water Year 2020-2021 Groundwater levels have increased significantly in the Mission Creek Subbasin over the past 10 years from WY 2008-2009 to WY 2020-2021 as shown in Figure 3-5. The 2022 Mission Creek Subbasin Alternative Plan Update uses 2009 water levels as a metric of sustainability because historical low groundwater levels occurred in the years around 2009 throughout most of the Mission Creek Subbasin. The Mission Creek Subbasin shows a long-term positive trend in sustainability resulting from implementation of the Mission Creek Subbasin Alternative Plan. 21 Figure 3-5: 12-Year Change in Groundwater Elevation from Water Year 2010-2011 through Water Year 2020-2021 in the Mission Creek Subbasin Source: Mission Creek Subbasin Annual Report for Water Year 2020-2021 3.2 Imported Water CVWD has two sources of imported water available: Colorado River water delivered via the Coachella Canal and SWP water exchanged for Colorado River water delivered through the Colorado River Aqueduct. These imported water sources are used to recharge the groundwater basin and as an alternative source to meet non-potable demands from irrigation of agriculture, golf, and urban uses that would have otherwise been met by pumping groundwater. In the future, if urban demand significantly increases relative to non-potable uses, Colorado River water may be treated and delivered directly to customers through CVWD’s potable water distribution system. 3.2.1 Colorado River Water Colorado River water has been a significant water supply source for the Indio Subbasin since the Coachella Canal was completed in 1949. CVWD is the only agency in the Indio Subbasin that receives Colorado River water allocations. The Colorado River is managed and operated in accordance with the Law of the River, a collection of interstate compacts, federal and state legislation, various agreements and contracts, an international treaty, a U.S. Supreme Court decree, and federal administrative actions that govern the rights to use Colorado River water 22 within the seven Colorado River Basin states. The 1922 Colorado River Compact apportioned the waters of the Colorado River Basin between the Upper Colorado River Basin (i.e., Colorado, Wyoming, Utah, and New Mexico) and the Lower Basin (i.e., Nevada, Arizona, and California). The 1922 Colorado River Compact allocates 15 million AFY of Colorado River water as follows: 7.5 million AFY to the Upper Basin and 7.5 million AFY to the Lower Basin, plus up to 1 million AFY of surplus supplies. The Lower Basin’s water was further appor tioned among the three Lower Basin states by the 1928 Boulder Canyon Project Act and the 1931 Boulder Canyon Project Agreement, typically called the 1931 Seven Party Agreement, which allocates California’s apportionment of Colorado River water among Palo Verde Irrigation District, Imperial Irrigation District (IID), CVWD, Metropolitan Water District of Southern California (MWD), City of Los Angeles, City of San Diego, and County of San Diego. The 1964 U.S. Supreme Court decree in Arizona v. California established Arizona’s basic annual apportionment at 2.8 million AFY, California’s at 4.4 million AFY, and Nevada’s at 0.3 million AFY. Mexico is entitled to 1.5 million AFY of the Colorado River under the 1944 United States -Mexico Treaty for Utilization of Waters of the Colorado and Tijuana Rivers and of the Rio Grande . However, this treaty did not specify a required quality for water entering Mexico. In 1973, the United States and Mexico signed Minute No. 242 of the International Boundary and Water Commission r equiring certain water quality standards for water entering Mexico. California’s Colorado River supply is protected by the 1968 Colorado River Basin Project Act, which provides that in years of insufficient supply on the main stem of the Colorado River, supplies to the Central Arizona Project shall be reduced to zero before California will be reduced below 4.4 million AF in any year. This assures full supplies to the Coachella Valley, except in periods of extreme drought. The Coachella Canal is a branch of the All-American Canal that brings Colorado River water into the Imperial and Coachella Valleys. Under the 1931 Seven Party Agreemen t, CVWD receives 330,000 AFY of Priority 3A Colorado River water diverted from the All -American Canal at the Imperial Dam. The Coachella Canal originates at Drop 1 on the All-American Canal and extends approximately 123 miles, terminating in CVWD’s Lake Cahuilla. The service area for Colorado River water delivery under CVWD’s contract with the U.S. Bureau of Reclamation (USBR) is defined as Improvement District No. 1 (ID-1), which encompasses 136,400 acres covering most of the East Valley and a portion of the West Valley north of Interstate 10. Under the 1931 Seven Party Agreement, CVWD has water rights to Colorado River water as part of the first 3.85 million AFY allocated to California. CVWD is in the third priority position along with IID. In 2003, CVWD, IID, and MWD successfully negotiated the 2003 Quantification Settlement Agreement (2003 QSA), which quantifies Colorado River allocations through 2077 and supports the transfer of water between agencies. Under the 2003 QSA, CVWD has a base entitlement of 330,000 AFY. CVWD negotiated water transfer agreements with MWD and IID that increased CVWD supplies by an additional 123,000 AFY. CVWD’s net QSA supply will increase to 424,000 AFY by 2026 and remain at that level until 2047, decreasing to 421,000 AFY until 2077, when the agreement terminates. As of 2021, CVWD’s available Colorado River water diversions at Imperial Dam under the QSA were 399,000 AFY. This includes the base entitlement of 330,000 AFY, the MWD/IID Transfer of 20,000 AFY, IID/CVWD First Transfer of 50,000 AFY, an d IID/CVWD Second Transfer of 28,000 AFY. CVWD’s QSA diversions also deducts the -26,000 AFY transferred to San 23 Diego County Water Authority (SDCWA) as part of the Coachella Canal Lining Project and the - 3,000 AFY transfer to Indian Present Perfected Rights. Additionally, under the 2003 QSA, MWD transferred 35,000 AFY of its State Water Project (SWP) Tabl e A Amount to CVWD. This SWP water is exchanged for Colorado River water and can be delivered at Imperial Dam for delivery via the Coachella Canal to the eastern portion of the Indio Subbasin or at Lake Havasu for delivery via the Colorado River Aqueduct to the western portion of the Indio Subbasin at the Whitewater River Groundwater Replenishment Facility (WWR-GRF). The 2019 Second Amendment guaranteed delivery of the 35,000 AFY from 2019 to 2026, for a total of 280,000 AFY of water to the WWR-GRF during that timeframe. MWD can deliver the water through CVWD’s Whitewater Service Connections (for recharge at WWR-GRF) or via the Advance Delivery account. The MWD/IID Transfer originated in a 1989 agreement with MWD to receive 20,000 AF of its Colorado River supply. The 2019 Amended and Restated Agreement for Exchange and Advance Delivery of Water defined the exchange and delivery terms between MWD, CVWD, and DWA. The 2019 Second Amendment to Delivery and Exchange Agreement reduced CVWD’s annual delivery of the MWD/IID Transfer to 15,000 AFY, for a total of 105,000 AF, if taken at the Whitewater Service Connections (for recharge at WWR-GRF) between 2020 and 2026. For those seven years, MWD keeps the remaining 5,000 AFY, after which CVWD’s allocation increases ba ck up to 20,000 AFY. CVWD’s total allocations under the QSA, including MWD’s transfer of 35,000 AFY and the MWD/IID Transfer, will increase from 424,000 AFY in 2020 to 459,000 AFY by 2026 and remain at that level for the remainder of the 75-year term of the QSA. Table 3-3 lists total Colorado River entitlements under existing agreements. Table 3-3: CVWD Colorado River Entitlements (AFY) Source: 2022 Alternative Plan Update for the Indio Subbasin 1 The Second IID/CVWD Transfer began in 2018 with 13,000 AF of water. This amount increases annually by 5,000 AFY for a total of 53,000 AFY in 2026. 2 The 35,000 AFY MWD/CVWD SWP Transfer may be delivered at either Imperial Dam or Whitewater River and is not subject to SWP or Colorado River reliability. 3 Accounts for -5,000 AFY reduction in MWD/IID Approval Agreement deliveries from 2020-2026 per the 2019 Amendments with MWD. Diversion 2020 2025 2030 2035 2040 2045 Base Entitlement 330,000 330,000 330,000 330,000 330,000 330,000 1988 MWD/IID Approval Agreement 20,000 20,000 20,000 20,000 20,000 20,000 IID/CVWD First Transfer 50,000 50,000 50,000 50,000 50,000 50,000 IID/CVWD Second Transfer1 23,000 48,000 53,000 53,000 53,000 53,000 Coachella Canal Lining -26,000 -26,000 -26,000 -26,000 -26,000 -26,000 Indian Present Perfected Rights Transfer -3,000 -3,000 -3,000 -3,000 -3,000 -3,000 QSA Diversions 394,000 419,000 424,000 424,000 424,000 424,000 MWD SWP Transfer2 35,000 35,000 35,000 35,000 35,000 35,000 Total Diversions 429,000 454,000 459,000 459,000 459,000 459,000 Assumed Conveyance Losses (5%) -21,200 -22,700 -22,950 -22,950 -22,950 -22,950 MWD/IID Approval Agreement Transfer3 -5,000 -5,000 0 0 0 0 Total Available Deliveries 402,800 426,300 436,050 436,050 436,050 436,050 24 The Colorado River deliveries to CVWD at the Imperial Dam/Coachella Canal from 2017 through 2021 are shown in Table 3-4. Table 3-4: Colorado River Deliveries to CVWD at the Imperial Dam/Coachella Canal Diversions (AF) 2017 2018 2019 2020 2021 Imperial Dam/Coachella Canal 335,321 338,035 343,971 350,618 357,543 Source: U.S. Bureau of Reclamation, Lower Colorado Region, Colorado River Accounting and Water Use Reports for Arizona, California, and Nevada. 2021 data is provisional. CVWD’s recharge volumes of Colorado River water from 2017 through 2021 are shown in Table 3-5. Table 3-5: CVWD Groundwater Recharge of Colorado River Water Groundwater Recharge (AF) 2017 2018 2019 2020 2021 Thomas E. Levy GRF 34,614 33,348 36,143 37,536 37,971 Palm Desert GRF 0 0 7,757 9,700 10,633 Total 34,614 33,348 43,900 47,236 48,604 Source: 2022-2023 CVWD Annual Engineer’s Reports on Water Supply and Replenishment Assessment 3.2.2 State Water Project The SWP is managed by DWR and includes 705 miles of aqueduct and conveyance facilities extending from Lake Oroville in Northern California to Lake Perris in Southern California. The SWP has contracts to deliver 4.172 million AFY to the State Water Contractors. The State Water Contractors consist of 29 public entities with long-term contracts with DWR for all, or a portion of, their water supply needs. In 1962 and 1963, DWA and CVWD, respectively, entered contracts with the State of California for a total of 61,200 AFY of SWP water. SWP water has been an important component of the region’s water supply mix since CVWD and DWA began receiving and recharging SWP exchange water at the WWR-GRF. Starting in 1973, CVWD and DWA began exchanging their SWP water with MWD for Colorado River water delivered via MWD’s Colorado River Aqueduct. Because CVWD and DWA do not have a physical connection to SWP conveyance facilities, MWD takes delivery of CVWD’s and DWA’s SWP water, and in exchange, delivers an equal amount of Colorado River water to the Whitewater Service Connections (for rech arge at WWR-GRF and Mission Creek Groundwater Replenishment Facility). The exchange agreement was most recently re-established in the 2019 Amended and Restated Agreement for Exchange and Advance Delivery of Water. Each SWP contract contains a “Table A” exhibit that defines the maximum annual amount of water each contractor can receive excluding certain interruptible deliveries. DWR uses Table A amounts to allocate available SWP supplies and some SWP project costs among the contractors. Each year, DWR determines the amount of water available for delivery to SWP contractors based on hydrology, reservoir storage, the requirements of water rights licenses and permits, water quality, and environmental requirements for protected species in the Sacramento-San Joaquin River Delta (Delta). The available supply is then allocated according to each SWP contractor’s Table A amount. 25 CVWD’s and DWA’s collective increments of Table A water are listed in Table 3-6. Original Table A SWP water allocations for CVWD and DWA were 23,100 AFY and 38,100 AFY, respectively, for a combined amount of 61,200 AFY. CVWD and DWA obtained a combined 100,000 AFY transfer from MWD under the 2003 Exchange Agreement. In 2004, CVWD purchased an additional 9,900 AFY of SWP Table A water from the Tulare Lake Basin Water Storage District (Tulare Lake Basin) in Kings County. In 2007, CVWD and DWA made a second purchase of Table A SWP water from Tulare Lake Basin totaling 7,000 AFY. In 2007, CVWD and DWA also completed the transfer of 16,000 AFY of Ta ble A Amounts from the Berrenda Mesa Water District in Kern County. These latter two transfers became effective in January 2010. With these additional transfers, the total SWP Table A Amount for CVWD and DWA is 194,100 AFY. Table 3-7 shows the recharge of SWP Exchange Water from 2017 through 2021. Table 3-6: State Water Project Table A Allocations Original SWP Table A (AFY) Tulare Lake Basin 2004 Transfer (AFY) Metropolitan Water District 2003 Transfer (AFY) Tulare Lake Basin 2007 Transfer (AFY) Berrenda Mesa 2007 Transfer (AFY) Total (AFY) CVWD 23,100 9,900 88,100 5,250 12,000 138,350 DWA 38,100 0 11,900 1,750 4,000 55,750 Total 61,200 9,900 100,000 7,000 16,000 194,100 Source: 2020 Coachella Valley Regional Urban Water Management Plan Table 3-7: CVWD and DWA Groundwater Recharge of State Water Project Exchange Water Groundwater Recharge (AF) 2017 2018 2019 2020 2021 Whitewater River GRF 385,994 129,725 235,600 126,487 15,006 Mission Creek GRF 9,248 2,027 3,688 1,768 0 Total 395,242 131,752 239,288 128,255 15,006 Source: CVWD 2022-2023 Annual Engineer’s Reports on Water Supply and Replenishment Assessment 3.2.3 Other SWP Water There are other types of SWP water that can be purchased, such as individual water purchase opportunities and transfers/exchanges. These may be conveyed to CVWD and DWA as available, but no commitments exist. In 2008, CVWD and DWA entered into separate agreements with DWR for the purchase and conveyance of supplemental SWP water under the Yuba River Accord Dry Year Water Purchase Program (Yuba Accord). This program provides dry year supplies through a water purchase agreement between DWR and Yuba County Water Agency, which settled long -standing operational and environmental issues over instream flow requirements for the lower Yuba River. The amount of water available for purchase varies annually and is allocated among participating SWP contractors based on their Table A amounts. CVWD and DWA may purchase up to 1.72 percent and 0.69 percent, respectively, of available Yuba Accord water, in years it is made available. Yuba Accord deliveries have varied from zero in multiple ye ars to a total of 2,664 AFY to CVWD and DWA in 2013. 26 Article 21 water (described in Article 21 of the SWP water contracts), “Interruptible Water ,” is water that State Water Contractors may receive on a short-term basis in addition to their Table A water if they request it in years when it is available. Article 21 water is used by many contractors to help meet demands in low allocation years. Article 21 water is not available every year, amounts vary when it is available, and is proportionately allocated among participating Contractors. The availability and delivery of Article 21 water cannot interfere with normal SWP operations and cannot be carried over for delivery in a subsequent year. 3.3 Surface Water CVWD does not currently use or intend to use any local surface water as part of its urban potable water supply. Local runoff is captured and used for groundwater recharge. 3.3.1 River/Stream Diversion Surface water supplies come from several local rivers and streams including the Whitewater River, Snow Creek, Falls Creek, and Chino Creek, as well as a number of smaller creeks and washes. Because surface water supplies are affected by variations in annual precipitation, the annual supply is highly variable. The 50-year hydrologic period from 1970 to 2019 had an annual average watershed runoff of 52,506 AFY, with approximately 43,300 AFY in natural infiltration. Runoff during the 25-year period from 1995 to 2019 was below average, with 39,196 AFY in watershed runoff and 29,200 AFY in natural infiltration. CVWD does not currently use or intend to use any local surface water as part of its urban potable water supply. Local runoff is captured and used for groundwater recharge. 3.3.2 Stormwater Capture The Coachella Valley drainage area is approximately 65 percent mountainous and 35 percent typical desert valley with alluvial fan topography buffering the valley floor from the steep mountain slopes. The mean annual precipitation ranges from 30 inches or more in the San Bernardino Mountains to less than 3 inches at the Salton Sea. Three types of storms produce precipitation in the drainage area: general winter storms, general thunderstorms, and local thunderstorms. Longer duration, lower intensity rainfall events tend to have higher recharge rates, but runoff from flash flooding can result from all three types of storms. Otherwise, there is little to no flow in most of the streams in the drainage area. Significant amounts of local runoff are currently captured a t the Whitewater River GRF and in the debris basins and unlined channels of the western Coachella Valley. Additional stormwater will be captured when the Thousand Palms Flood Control Project is completed and when flood control is constructed in the Oasis area. However, limited data exists to estimate the amount of additional stormwater that could be captured by new facilities in the Coachella Valley. Nonetheless, large-scale stormwater capture is not expected to yield sufficient water to be worth the investment as a single purpose project. Small-scale stormwater retention systems located in areas of suitable geology to allow percolation could capture small intensity storms as well as street runoff. The potential yield of these system is not known at this tim e, but stormwater 27 capture should are considered in conjunction with projects that construct stormwater and flood control facilities. 3.4 Wastewater and Recycled Water Wastewater that has been highly treated and disinfected can be reused for landscape irrigation and other purposes. Recycled wastewater has historically been used for irrigation of golf courses and municipal landscaping in the Coachella Valley since as early as the 1960s. As growth occurs in the eastern Coachella Valley, the supply of recycled water is expected to increase, creating an additional opportunity to maximize local water supply. CVWD operates five water reclamation plants (WRPs), two of them (WRP -7 and WRP-10) generate recycled water for irrigation of golf courses and large landscaped areas. WRP -4 became operational in 1986 and serves the communities from La Quinta to Mecca. WRP -4 effluent is not currently recycled, however, it will be in the futur e when the demand for recycled water is developed and tertiary treatment is constructed. The other two WRPs serve communities near the Salton Sea. A sixth WRP (WRP-9) was decommissioned in July 2015. The wastewater treated by CVWD from 2017 through 2020 is shown in Table 3-8. Table 3-9 shows the recycled water produced by CVWD from 2017 through 2020. CVWD will continue to expand its recycled water program by connecting additional recycled water customers to meet the non-potable water demands in the western and eastern portions of the Coachella Valley. Table 3-8: Wastewater Treated by CVWD Wastewater (AF) 2017 2018 2019 2020 2021 WRP-1 19 19 16 18 24 WRP-2 13 12 16 13 15 WRP-4 5,695 5,900 6,065 6,353 6,452 WRP-7 3,124 3,275 3,246 3,236 3,287 WRP-10 9,710 10,124 9,663 9,238 8,980 Total 18,561 19,330 19,006 18,858 18,758 Table 3-9: Recycled Water Produced by CVWD 3.5 Conservation Water conservation, and the reduced groundwater production associated with water conservation, benefits the groundwater basin and is an important element of the Alternative Plans and the 2020 Regional UWMP. CVWD has utilized several programs to ensure water conservation within its service area. CVWD has implemented allocation-based conservation water pricing (i.e. tiered rates) to prevent water Recycled Water (AF) 2017 2018 2019 2020 2021 WRP-7 1,267 2,246 1,657 1,936 2,136 WRP-10 4,702 7,857 7,100 7,521 7,285 Total 5,969 10,103 8,757 9,457 9,421 28 waste or unreasonable use of water. In addition, CVWD’s indoor rebate programs are designed to assist homeowners and commercial customers reduce water usage by upgrading toilets, replacing inefficient devices, and installing new technology to improve efficiency. CVWD also has outdoor rebate programs that are designed to assist homeowners, homeowners associations, and commercial customers reduce outdoor water usage by converting turf to desert landscaping, installing smart irrigation controllers, and improving the efficiency of irrigation systems. CVWD offers seminars, workshops, and classes to help educate the public regarding the need for water conservation and the conservation programs that are available. 3.6 Landscape Ordinance CVWD Landscape Ordinance 1302.5 requires a series of reduction methods, including requirements that new developments install weather -based irrigation controllers that automatically adjust watering. Additional requirements include setbacks of spray emitters from impervious surfaces, as well as use of porous rock and gravel buffers between grass and curbs to eliminate run-off onto streets. With the exception of turf, all landscaping including groundcover and shrubbery must be irrigated with a drip system. Also, the maximum water allowance for landscaped areas through the CVWD service area has been reduced. This reduction goal requires that developers maximize the use of native and other drought -tolerant landscape materials and minimize use of more water-intensive landscape features, including turf and fountains. 3.7 Water Shortage Contingency Planning Based on the experiences from the 2013-2015 drought, CVWD’s domestic Water Shortage Contingency Plan provides the shortage levels summarized in Table 4-9. The trigger levels used to determine the water shortage level depend on the local water situation or applicable State manadates. CVWD has a diverse mix of water supplies and benefits from a large groundwater basin providing storage. CVWD’s groundwater replenishment program replenishes the basin to increase groundwater storage during wet years and that supply is available for use during dry years. Table 3-10: Urban Water Shortage Contingency Plan Shortage Levels Shortage Level Shortage Range Water Supply Condition 1 Up to 10% Normal water supplies 2 Up to 20% Slightly limited water supplies 3 Up to 30% Moderately limited water supplies 4 Up to 40% Limited water supplies 5 Up to 50% Significantly limited water supplies 6 Up to 60% Severe shortage or catastrophic incident Source: 2020 CVWD Water Shortage Contingency Plan 29 4 Public Water System – Projected Supply and Demand Coachella Valley Water District (CVWD) projects that a majority of its urban potable water uses will continue to be supplied from local groundwater. In addition to groundwater, CVWD has secured imported water supplies from the State Water Project (SWP) and the Colorado River, and recycled water from water reclamation plants. These imported and recycled water supplies are used to meet CVWD’s non-potable water demands and to replenish the groundwater basin. 4.1 Projected Urban Demand and Supply The following tables from the 2020 Regional Urban Water Management Plan (Regional UWMP) provide the CVWD’s projected water supplies and demands. Potable water demand projections for the CVWD service area are summarized in Table 4-1. Table 4-1: CVWD Projected Urban Retail Demands Projected Water Use Use Type 2025 2030 2035 2040 2045 Single Family 60,142 63,824 67,331 69,816 71,695 Multi-Family 6,873 7,245 7,742 8,267 9,045 CII 7,060 7,244 7,438 7,709 7,985 Landscape 34,193 36,205 38,226 39,865 41,516 Other 1,457 1,563 1,670 1,755 1,840 Losses 13,736 14,501 15,222 15,670 16,085 Total 123,461 130,582 137,629 143,081 148,166 Source: 2020 Coachella Valley Regional Urban Water Management Plan A summary of existing and planned urban water supply volumes by source are presented in Table 4-2. It should be noted that the supplies and demands presented in the tables below include recycled water delivered to CVWD’s non-potable customers based on the DWR standardized tables and 2020 UWMP Guidebook. DWR requires the supply reliability table to include both potable and recycled water, however, CVWD’s recycled water is not a potable water supply and is not delivered to CVWD’s potable water customers. Instead, recycled water is used to offset the groundwater pumping of private well owners (mainly for golf course and landscape irrigation) to eliminate overdraft. These projections were based on 2010 U.S. Census Data, DWR’s Population Tool, the Southern California Association of Governments’ (SCAG) 2020 Connect SoCal Regional Transportation Plan, and seasonal occupancy data from the Greater Palm Springs Convention and Visitors Bureau . 30 Table 4-2: CVWD Projected Urban Water Supplies Projected Water Supply (AFY) Water Supply 2025 2030 2035 2040 2045 Groundwater 123,461 130,582 137,629 143,081 148,166 Recycled Water 13,600 14,400 15,100 15,900 16,800 Total 137,061 144,982 152,729 158,981 164,966 Source: 2020 Coachella Valley Regional Urban Water Management Plan 4.2 Normal, Single-Dry, Multiple-Dry Year Comparison The following tables from the 2020 Regional UWMP provide CVWD’s projected water supplies and demands in a normal year, single-dry year, and multiple-dry years. During normal years, CVWD will be able to meet current and future urban water demand needs projected in the 2020 Regional UWMP through groundwater pumping and recycled water as shown in Table 4-3. Table 4-3: Normal Year Supply and Demand Comparison 2025 2030 2035 2040 2045 Supply Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Groundwater 123,461 130,582 137,629 143,081 148,166 Recycled Water 13,600 14,400 15,100 15,900 16,800 Demand Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Potable Water Demand 123,461 130,582 137,629 143,081 148,166 Recycled Water Demand 13,600 14,400 15,100 15,900 16,800 Difference 0 0 0 0 0 Source: 2020 Regional Urban Water Management Plan Note: CVWD and the other Regional UWMP agencies collaborate on groundwater management plans for long -term sustainability. During a normal year, single-dry year, or five-dry year period, the agencies could produce additional groundwater if demands exceeded the estimates shown here. During single-dry years, CVWD will be able to meet current and future urban water demand needs through groundwater pumping and recycled water as shown in Table 4-4. Water supplies during the single-dry year are 100 percent reliable. CVWD’s groundwater replenishment program replenishes the basin to increase groundwater storage during wet years and that supply is available for use during dry years. Thus, the supply and demand comparison for the single-dry year is the same as the normal year. 31 Table 4-4: Single-Dry Year Supply and Demand Comparison 2025 2030 2035 2040 2045 Supply Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Groundwater 123,461 130,582 137,629 143,081 148,166 Recycled Water 13,600 14,400 15,100 15,900 16,800 Demand Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Potable Water Demand 123,461 130,582 137,629 143,081 148,166 Recycled Water Demand 13,600 14,400 15,100 15,900 16,800 Difference 0 0 0 0 0 Source: 2020 Regional Urban Water Management Plan Note: CVWD and the other Regional UWMP agencies collaborate on groundwater management plans for long-term sustainability. During a normal year, single-dry year, or five-dry year period, the agencies could produce additional groundwater if demands exceeded the estimates shown here. During multiple-dry years, CVWD will be able to meet current and future urban water demand needs through groundwater pumping and recycled water as shown in Table 4-5. Similar to the single-dry year, the multiple-dry year water supply reliability is 100 percent. Thus, the supply and demand comparison for the multiple-dry years is the same as the normal year. CVWD and the other Regional UWMP agencies collaborate on groundwater management plans for long -term sustainability. During a normal year, single-dry year, or five-dry year period, the agencies could produce additional groundwater if demands exceeded the estimates shown in Table 4-5. CVWD’s total current urban water demand was 110,967 acre-feet (AF) for 2021, including 101,546 AF of groundwater and 9,421 AF of recycled water. 32 Table 4-5: Multiple-Dry Years Supply and Demand Comparison 2025 2030 2035 2040 2045 First Year Supply Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Groundwater 123,461 130,582 137,629 143,081 148,166 Recycled Water 13,600 14,400 15,100 15,900 16,800 Demand Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Potable Water Demand 123,461 130,582 137,629 143,081 148,166 Recycled Water Demand 13,600 14,400 15,100 15,900 16,800 Difference 0 0 0 0 0 Second Year Supply Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Groundwater 123,461 130,582 137,629 143,081 148,166 Recycled Water 13,600 14,400 15,100 15,900 16,800 Demand Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Potable Water Demand 123,461 130,582 137,629 143,081 148,166 Recycled Water Demand 13,600 14,400 15,100 15,900 16,800 Difference 0 0 0 0 0 Third Year Supply Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Groundwater 123,461 130,582 137,629 143,081 148,166 Recycled Water 13,600 14,400 15,100 15,900 16,800 Demand Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Potable Water Demand 123,461 130,582 137,629 143,081 148,166 Recycled Water Demand 13,600 14,400 15,100 15,900 16,800 Difference 0 0 0 0 0 Fourth Year Supply Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Groundwater 123,461 130,582 137,629 143,081 148,166 Recycled Water 13,600 14,400 15,100 15,900 16,800 Demand Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Potable Water Demand 123,461 130,582 137,629 143,081 148,166 Recycled Water Demand 13,600 14,400 15,100 15,900 16,800 Difference 0 0 0 0 0 Fifth Year Supply Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Groundwater 123,461 130,582 137,629 143,081 148,166 Recycled Water 13,600 14,400 15,100 15,900 16,800 Demand Totals (AFY) 137,061 144,982 152,729 158,981 164,966 Potable Water Demand 123,461 130,582 137,629 143,081 148,166 Recycled Water Demand 13,600 14,400 15,100 15,900 16,800 Difference 0 0 0 0 0 Source: 2020 Regional Urban Water Management Plan Note: CVWD and the other Regional UWMP agencies collaborate on groundwater management plans for long -term sustainability. During a normal year, single-dry year, or five-dry year period, the agencies could produce additional groundwater if demands exceeded the estimates shown here. 33 5 Project Description The Refuge Specific Plan (Project) is located in the central portion of the Coachella Valley within the incorporated limits of the City of Palm Desert, Riverside County as shown in Figure 5-1. The Project will be accessible from Gerald Ford Drive and is bounded by Gerald Ford Drive to the north, single-family residential homes to the east and south, and Shadow Ridge Road and the Marriott Shadow Ridge Golf Club to the west, as shown in Figure 5-2. Vitalia Way will intersect with Gerald Ford Drive and is not yet built but was approved in 2021 as part of the Vitalia multi - family residential project. The proposed Specific Pl an extends Vitalia Way farther south than originally approved to access the central and southern portions of the Specific Plan area. The Project proposes to develop approximately 106.4 acres of vacant land in the Coachella Valley to include up to 969 single-family and multi-family dwelling units as shown in Figure 5-3 and Table 5-1. Common recreation facilities such as pools, spas, club houses, management offices, barbecues and other facilities appropriate to future development may be included. Project-level development and landscape plans are currently unknown, however this WSA/WSV assumes 5,000 square feet of office/leasing/amenities building space and that up to 30 percent of the total site area, or 31.92 acres, may be landscaped with a mix of drought tolerant landscaping and minimal turf for open space, retention basins, and landscaping. It is also assumed that 60 percent of all private residential lots will have private pools, for a total of 240 private pools in addition to 3 community pools. Figure 5-1: Project Regional Location Map 34 Figure 5-2: Project Vicinity Map Figure 5-3: Planning Area Map 35 Table 5-1: Project Land Use Summary Note: Outdoor landscaped and recreational acreage is spread across all Planning Areas. Planning Area Specific Plan/Land Use Designation Land Area (Acres) Target Density (EDUs/Acre) Estimated Dwelling Units (EDUs) Non- Residential Building Area (ft2) 1 Multi-Family Residential 11.9 22.6 du/ac 269 units NA 2 Multi-Family Residential 16.5 10-18.23 du/ac 165-302 units NA 3 Single Family Residential 24.8 4-5 du/ac 99-124 lots NA 4 Multi-Family Residential 16.7 7-9 du/ac 117-150 lots NA 5 Single Family Residential 24.8 4-5 du/ac 99-124 lots NA 6 Community/Amenity Center 3.9 NA NA 5,000 7 Open Space/Circulation 7.8 NA NA NA Total 106.4 749-969 5,000 36 6 Project Water Demands The Refuge Specific Plan (Project) proposes to develop approximately 106.4 acres of vacant land in the Coachella Valley to include up to 969 single-family and multi-family dwelling units. Future housing developments may include common recreation facilities such as pools, spas, club houses, management offices, barbecues, and other facilities. Project-level development and landscape plans are currently unknown, however this WSA assumes 5,000 square feet of office/leasing/amenities building space and that up to 30 percent of the total site area, or 31.92 acres, may be landscaped with a mix of drought tolerant landscaping and minimal turf for open space, retention basins, and paseos. It is also assumed that 60 percent of all private residential lots will have private pools, for a total of 240 private pools in addition to 3 community pools. 6.1 Projected Indoor Residential Water Demand The projected indoor residential unit usage for this Water Supply Assessment/Water Supply Verification (WSA/WSV) is based on indoor water use performance standards as provided in the California Water Code (CWC) for residential water demand Water Code Section 10910 approved November 10, 2009, codified in CWC section 10608.20 (b)(2)(A). The projected indoor residential water demand for the Project totals 128.34 acre-feet per year (AFY) as shown in Table 6-1. SB 606 and AB 1668 established guidelines for efficient water use and a framework for the implementation and oversight of the new standards, which must be in place by 2022. Based on results of the Indoor Residential Water Use Study, DWR and the State Water Resources Control Board jointly recommended that the indoor residential standard remain at 55 gallons per capita per day (gpcd) through 2024 and decline to 47 gpcd in 2025 and to 42 gpcd starting in 2030. Table 6-1: Projected Indoor Residential Water Demand Planning Area Land Area (Acres) Estimated Dwelling Units (EDUs) Estimated Occupants per Home 1 Gallons per Day (gpd) per Occupant 2 gpd/EDU Water Demand (gpd) Water Demand (AFY) 1 11.9 269 2.15 55 118.25 31,809.25 35.63 2 16.5 302 2.15 55 118.25 35,711.50 40.00 3 24.8 124 2.15 55 118.25 14,663.00 16.42 4 16.7 150 2.15 55 118.25 17,737.50 19.87 5 24.8 124 2.15 55 118.25 14,663.00 16.42 Total 94.7 969 114,584.25 128.34 1 CA Department of Finance Table 2: E-5 City/County Population and Housing Estimates, 2021 for the City of Palm Desert. 2 CA Indoor Water Use Performance Standard 37 6.2 Projected Indoor Commercial Water Demand The projected indoor commercial usage for this WSA/WSV are based on the American Water Works Association Research Foundations (AWWARF’s) Commercial and Industrial End Uses of Water. The projected indoor commercial water demand for the Project totals 0.54 AFY a s shown in Table 6-2 below. Table 6-2: Projected Indoor Commercial and Industrial Water Demand Planning Area Indoor Area (ft2) Number of Rooms Maximum Interior Floor Space per Unit Water Demand Factor (gal/ft2)1 Water Demand (gpd) Water Demand (AFY) 6 5,000 NA NA 35 479.45 0.54 Total 5,000 479.45 0.54 1 AWWARF Commercial and Industrial End Uses of Water, 2000. 6.3 Projected Outdoor Water Demand The projected outdoor irrigation water usage is based on the Maximum Applied Water Allowance (MAWA) equation from Appendix D of Coachella Valley Water District’s (CVWD’s) Landscape Ordinance No. 1302.5, which meets the water conservation goals of the California Department of Water Resources (DWR) Model Water Efficient Landscape Ordinance (MWELO). As previously discussed, Project-level landscape plans are currently unknown. For analysis purposes it is assumed that up to 30 percent of the total Project area, or 31.92 acres/1,390,435 square feet, may be landscaped with a mix of drought tolerant landscaping and minimal turf for open space, retention basins, and paseos. The projected outdoor recreational water usage is based on the Estimated Total Water Usage (ETWU) equation from Appendix D of CVWD’s Landscape Ordinance No. 1032.5. It is assumed that 60 percent of the residential lots in PAs 3, 4 and 5 will be pool lots for a total of 240 private pools. PAs 1, 2, and 6 will have one shared community pool each. The projected outdoor water demand for the Project is 117.70 AFY as shown in Table 6-3 on the following page. Projected outdoor water demand is a best estimate for the purposes of the WSA/WSV analysis. The Project will need to comply with CVWD’s Landscape Ordinance No. 1032.5 or any other applicable ordinances and regulations that may be in place when CVWD approves landscape plans for the Project. 38 Table 6-3: Projected Outdoor Irrigation Water Demand Outdoor Use Type Planning Area Outdoor Use Area (ft2)1 ETo (in/yr)2 ETAF/Plant Factor3 Conversion Factor (gal/ft2)4 Water Demand (gpd) Water Demand (AFY) Landscaping Project Wide 1,390,435 83.34 0.45 0.62 88,575.89 99.22 Recreation 1 3,500 83.34 1.1 0.62 545.02 0.61 Recreation 2 2,000 83.34 1.1 0.62 311.44 0.35 Recreation 3 32,000 83.34 1.1 0.62 4,983.05 5.58 Recreation 4 32,000 83.34 1.1 0.62 4,983.05 5.58 Recreation 5 32,000 83.34 1.1 0.62 4,983.05 5.58 Recreation 6 4,500 83.34 1.1 0.62 700.74 0.78 Total 1,390,435.00 105,082.24 117.70 1 Assumes an average private swimming pool is 400 square feet. Assumes 60% of private lots in PAs 3, 4, and 5 will opt for pool upgrade for a total of 240 private pools, or 80 pools in each. PAs 1, 2, and 6 will have one shared community pool each. 2 Reference Evapotranspiration (ETo) for ETo Zone [X] from CVWD Landscape Ordinance 1302.5, Appendix C 3 Evapotranspiration Adjustment Factor (ETAF) for landscaping and pools is from the CVWD Landscape Ordinance 1302.5. 4 Conversion Factor from CVWD Landscape Ordinance 1302.5, Appendix D 6.4 Projected Total Water Demand The total projected water demand for the Project is 246.58 AFY, or 2.32 acre-feet per acre, as shown in Table 6-4 below. Table 6-4: Projected Total Water Demand Planning Area Land Area (Acres) Indoor Residential Demand (AFY) Indoor Commercial Demand (AFY) Outdoor Demand (AFY) Total Water Demand (AFY) 1 Multi-Family Residential 11.9 35.63 NA NA 35.63 2 Multi-Family Residential 16.5 40.00 NA NA 40.00 3 Single Family Residential 24.8 16.42 NA NA 16.42 4 Multi-Family Residential 16.7 19.87 NA NA 19.87 5 Single Family Residential 24.8 16.42 NA NA 16.42 6 Community/ Amenity Center 3.9 NA 0.54 NA 0.54 7. Open Space/Circulation 7.8 NA NA NA - Outdoor Use - Overall1 NA NA NA 117.70 117.70 Total 106.4 128.34 0.54 117.70 246.58 1 Outdoor landscaping and recreational acreage and associated water demand are spread across all Planning Areas. 39 6.5 Projected Water Sources The Project is anticipated to utilize the CVWD Domestic System to provide water for all Project demands. Table 6-5: Projected Water Sources Planning Area Land Area (Acres) Indoor Residential Indoor Commercial Outdoor 1 Multi-Family Residential 11.9 CVWD Domestic NA NA 2 Multi-Family Residential 16.5 CVWD Domestic NA NA 3 Single Family Residential 24.8 CVWD Domestic NA NA 4 Multi-Family Residential 16.7 CVWD Domestic NA NA 5 Single Family Residential 24.8 CVWD Domestic NA NA 6 Community/Amenity Center 3.9 NA CVWD Domestic NA 7. Open Space/Circulation 7.8 NA NA NA Outdoor Use - Overall NA NA NA CVWD Domestic 6.6 Conservation Measures According to the Specific Plan, the Project’s planting and irrigation design shall meet Coachella Valley Water District (CVWD) standards and the State of California Model Water Efficient Landscape Ordinance (MWELO). Planting selections for shrubs must have 75% of the plant palette be designated low-water plants from “WUCOLS”—the Water Use Classification of Landscape Species published by the University of California Cooperative Extension, the Department of Water Resources and the Bureau of Reclamation, 2 014. The Project’s adherence with the CVWD conservation programs, most notably in CVWD Landscape Ordinance 1302.5, has guided development of the Project landscape plan and will further enforce the water conservation ideology. 40 7 Assessment and Verificati on – Availability of Sufficient Supplies 7.1 Water Supply Assessment Based on the analysis in this Water Supply Assessment/Water Supply Verification (WSA/WSV), the projected total water demand for the Refuge Specific Plan (Project) will be 246.58 acre-feet per year (AFY), or 2.32 acre-feet per acre. CVWD’s long-term water management planning ensures that adequate water supplies are available to meet existing and future water needs within its service area. CVWD’s current urban water demand was 101,546 acre-feet (AF) for 2021, and the projected urban water demand by 2045 is 148,166 AF. This Project’s water demand of 246.58 AFY accounts for approximately 0.53 percent of the total planned increases in demand of 46,620 AF by 2045. This WSA/WSV provides an assessment and verification of the availability of sufficient water supplies during normal, single-dry, and multiple-dry years over a 20-year projection to meet the projected demands of the Project, in addition to existing and planned future water demands of CVWD, as required by Senate Bill 610 (SB 610), SB 221, and SB 1262. This WSA /WSV also includes identification of existing water supply entitlements, water rights, water service contracts, and agreements relevant to the identified water supply for the Project and quantities of water received in prior years pursuant to those entitlements, rights, contracts, and agreements. This WSA/WSV has been prepared in compliance with the requirements of SB 610, SB 221, and SB 1262 by Terra Nova Planning and Research in consultation with CVWD and the City of Palm Desert. This WSA/WSV does not relieve the Project from complying with all applicable state, county, city, and local ordinances or regulations including the CVWD Landscape Ordinance, and indoor water use performance standards provided in the CWC now or in the future. This WSA/WSV will be reviewed every five years, or in the event that the water planning assumptions have changed, until the Project completes construction to ensure it remains accurate and no significant changes to either the Project or available water supply has occurred. The Project applicant shall notify CVWD when construction begins. If neither the Project applicant nor the Lead Agency contacts CVWD within five years of approval of this WSA /WSV, it will be assumed that the Project no longer exists and the WSA/WSV provided by this document will become invalid. 7.2 Water Supply Verification A WSA/WSV has been prepared for the Project pursuant to the requirements of Senate Bill 221 (SB 221) because it includes a Tentative Parcel Map. This document provides verification that adequate water supply for the Project is available, as required by California Government Code Section 66473.7. 41 8 References American Water Works Association Research Foundation, Commercial and Institutional End Uses of Water, 2000 California Department of Water Resources, Final State Water Project Delivery Capability Report 2019, August 2020 California Department of Water Resources, Results of the Indoor Residential Water Use Study , November 2021 Coachella Valley Water District, Coachella Water Authority, Desert Water Agency, Indio Water Authority, Mission Springs Water District, Myoma Dunes Mutual Water Company , 2020 Coachella Valley Regional Urban Water Management Plan, Water Systems Consulting, Inc., June 2021 Coachella Valley Water District, 2022-2023 Engineer’s Report on Water Supply and Replenishment Assessment, Wildermuth Environmental Inc., April 2022 Coachella Valley Water District, Landscape Ordinance 1302.5, July 2020 Coachella Valley Water District, Coachella Water Authority, Desert Water Agency, and Indio Water Authority, Indio Subbasin Annual Report for Water Year 2020-2021, Todd Groundwater Inc., February 2022 Coachella Valley Water District, Coachella Water Authority, Desert Water Agency, and Indio Water Authority, 2022 Indio Subbasin Water Management Plan Update/Alternative Plan Update, Todd Groundwater Inc., December 2021 Coachella Valley Water District, Desert Water Agency, and Mission Springs Water District, Mission Creek Subbasin Annual Report for Water Year 2020-2021, Wood Environment & Infrastructure Solutions Inc., February 2022 United States Bureau of Reclamation, Colorado River Accounting and Water Use Reports for Arizona, California, and Nevada F Appendix F VMT Analysis (Available on City website) 14702-04 VMT.docx August 5, 2022 Ms. Nicole Sauviat Criste Terra Nova Planning & Research, Inc. 42635 Melanie Place, Ste 101 Palm Desert, CA 92211 VITALIA/REFUGE PALM DESERT RESIDENTIAL VMT SCREENING ANALYSIS Ms. Nicole Sauviat Criste, Urban Crossroads, Inc. is pleased to provide the following vehicle miles traveled (VMT) screening analysis for the Vitalia/Refuge Palm Desert Residential development (Project) located west of Rembrandt Parkway and south of Gerald Ford Drive in the City of Rancho Mirage (See Attachment A). PROJECT OVERVIEW It is our understanding that the Project is to consist of 969 residential dwelling units, of which 248 are single family detached, 302 are rental homes, 150 are paired housing, and 269 are apartments (See Attachment A). BACKGROUND Changes to California Environmental Quality Act (CEQA) Guidelines were adopted in December 2018, which require all lead agencies to adopt VMT as a replacement for automobile delay-based level of service (LOS) as the measure for identifying transportation impacts for land use projects. This statewide mandate went into effect July 1, 2020. To aid in this transition, the Governor’s Office of Planning and Research (OPR) released a Technical Advisory on Evaluating Transportation Impacts in CEQA (December of 2018) (Technical Advisory) (1). Based on OPR’s Technical Advisory, the County of Riverside has prepared their Transportation Analysis Guidelines for Level of Service, Vehicle Miles Traveled (County Guidelines) (2). This VMT analysis has been developed based on the adopted County Guidelines as the City of Palm Desert utilizes the County Guidelines. VMT SCREENING The County Guidelines set forth screening criteria under which Projects are not required to submit detailed VMT analysis. This guidance for determination of non-significant VMT impact is primarily intended to avoid unnecessary analysis and findings that would be inconsistent with the intent of SB 743. VMT screening criteria for development projects include the following: Ms. Nicole Sauviat Criste Terra Nova Planning & Research, Inc. August 5, 2022 Page 2 of 3 14702-04 VMT.docx Small Projects with low trip generation per existing CEQA exemptions or resulting in a 3,000 metric tons of Carbon Dioxide Equivalent per year screening level threshold. Specific examples include Single Family Housing projects less than or equal to 110 Dwelling Units and Multi Family (low rise) Housing projects less than or equal to 147 Dwelling Units. The small project screening threshold is not met. Projects Near High Quality Transit within ½ mile of an existing major transit stop and maintains a service interval frequency of 15 minutes or less during the morning and afternoon peak commute periods. The study area is currently served by the SunLine Transit Agency, but bus service is outside the immediate Project vicinity. Based on the current transit in the study area, the Project site is not located within ½ mile of an existing major transit stop, nor along a high-quality transit corridor. The high quality transit screening threshold is not met. Affordable Housing with a high percentage of affordable units as determined by the Planning and Engineering departments. The affordable housing screening threshold is not met. Map-Based Screening eliminates the need for complex analyses by allowing existing VMT data to serve as a basis for screening smaller residential and office developments. Map-based screening is performed for residential and office developments, per the County Guidelines. A Project is presumed to have a less-than-significant impact if the area of development is under the threshold as shown on the screening map. This map- based screening eliminates the need for complex analyses by allowing existing VMT data to serve as a basis for the screening of smaller residential and office developments. Map-based screening is performed using the map titled: RIVTAM Model (2012) Daily Residential Home Based VMT per Capita Comparison to Riverside County Average, which indicates it is based upon the County average. The map utilizes the sub-regional Riverside Transportation Analysis Model (RIVTAM) to measure current VMT performance within individual TAZ’s and compares them to the applicable impact threshold (e.g., VMT per capita for residential land uses). The County Guidelines define VMT per Capita as the sum of VMT for personal motorized trips made by all residents of a development project, divided by the total number of residents of the project. Attachment B shows the Project area on the County’s VMT map combined with an overlay of the RIVTAM Traffic Analysis Zones (TAZs). The Project is located within RIVTAM TAZ 4672, which experiences less than the County average VMT / Capita. TAZ 4672 experiences 13.62 VMT / Capita whereas the Riverside County threshold is 15.2 VMT / Capita. For projects that are found to reside in a low VMT generating TAZ, the analyst is also required to verify that the underlying land use assumptions contained in the low VMT generating TAZ are consistent with the proposed development project. Urban Crossroads Ms. Nicole Sauviat Criste Terra Nova Planning & Research, Inc. August 5, 2022 Page 3 of 3 14702-04 VMT.docx reviewed the land use assumptions contained within the Project TAZ (TAZ 4672). TAZ 4672 contains 1,192 households (dwelling units), 2,651 population, which are representative of the 969 dwelling unit project. In addition, the Project TAZ includes jobs which are represented as 1,102 total employees. The residential land uses were found to be consistent with the Project’s residential land use. The Project is therefore eligible to be screened out based on map-based screening criteria. The map-based screening threshold is met. FINDINGS / CONCLUSIONS The Project has been reviewed for VMT screening based upon the Project location on Riverside County’s “Daily Residential Home Based VMT per Capita Comparison to Riverside County Average”. No further VMT analysis is needed. Residential projects in areas that show less than the County average existing VMT may be presumed to have a less than significant impact absent substantial evidence to the contrary. If you have any questions, please contact us at jkain@urbanxroads.com for John Kain or mwhiteman@urbanxroads.com for Marlie Whiteman. Respectfully submitted, URBAN CROSSROADS, INC. John Kain, AICP Marlie Whiteman, P.E. Principal Senior Associate REFERENCES 1. Office of Planning and Research. Technical Advisory on Evaluating Transportation Impacts in CEQA. State of California : s.n., December 2018. 2. County of Riverside. Transportation Analysis Guidelines for Level of Service, Vehicle Miles Traveled. December 2020. 3. Institute of Transportation Engineers. Trip Generation Manual. 11th Edition. 2021. ATTACHMENT A PRELIMINARY SITE PLAN 14702-04 VMT.docx 14702-04 VMT.docx ATTACHMENT B RIVERSIDE COUNTY DAILY RESIDENTIAL HOME BASED VMT PER CAPITA PROJECT TAZ OVERLAY 14702-04 VMT.docx VITALIA/REFUGE RESIDENTIAL TRAFFIC ANALYSIS Reference Number Agency Date September 7, 2022 City of Palm Desert 14702-03 TA Report.docx PREPARED BY: Janette Cachola | jcachola@urbanxroads.com Marlie Whiteman, P.E. | mwhiteman@urbanxroads.com John Kain, AICP | jkain@urbanxroads.com 14702-03 TA Report.docx 2 TABLE OF CONTENTS Table of Contents ............................................................................................................................................... ii Appendices ......................................................................................................................................................... iv List of Exhibits ..................................................................................................................................................... v List of Tables ...................................................................................................................................................... vi List of Abbreviated Terms ............................................................................................................................... vii 1 Introduction............................................................................................................................................... 1 1.1 Summary of Findings ..................................................................................................................... 1 1.2 Project Overview ........................................................................................................................... 1 1.3 Analysis Scenarios ......................................................................................................................... 3 1.4 Study Area ..................................................................................................................................... 4 1.5 Analysis Findings ........................................................................................................................... 4 1.6 Circulation System Deficiencies and Recommended Improvements ........................................... 6 2 Methodologies .......................................................................................................................................... 7 2.1 Level of Service ............................................................................................................................. 7 2.2 Intersection Capacity Analysis ...................................................................................................... 7 2.3 Traffic Signal Warrant Analysis Methodology ............................................................................... 9 2.4 Minimum Acceptable Levels of Service (LOS) ............................................................................... 9 2.5 Deficiency Criteria ....................................................................................................................... 10 3 Area Conditions ...................................................................................................................................... 11 3.1 Existing Circulation Network ....................................................................................................... 11 3.2 City of Palm Desert General Plan Circulation Element ............................................................... 11 3.3 Transit Service ............................................................................................................................. 15 3.4 Pedestrian and Bicycle Facilities ................................................................................................. 16 3.5 Existing (2022) Traffic Counts ..................................................................................................... 16 3.6 Intersection Operations Analysis ................................................................................................ 16 3.7 Traffic Signal Warrants Analysis .................................................................................................. 19 4 Projected Future Traffic ......................................................................................................................... 21 4.1 Project Trip Generation ............................................................................................................... 21 4.2 Project Trip Distribution .............................................................................................................. 21 4.3 Modal Split .................................................................................................................................. 21 4.4 Project Trip Assignment .............................................................................................................. 24 4.5 Background Traffic ...................................................................................................................... 24 14702-03 TA Report.docx 3 5 EAP (2027) Traffic Conditions ................................................................................................................ 29 5.1 Roadway Improvements ............................................................................................................. 29 5.2 EAP Traffic Volume Forecasts ..................................................................................................... 29 5.3 EAP Intersection Operations Analysis ......................................................................................... 29 5.4 Traffic Signal Warrants Analysis .................................................................................................. 29 5.5 Project Deficiencies and Recommended Improvements ............................................................ 32 6 EAPC (2027) Traffic Conditions ............................................................................................................. 33 6.1 Roadway Improvements ............................................................................................................. 33 6.2 EAPC (2027) Traffic Volume Forecasts ........................................................................................ 33 6.3 Intersection Operations Analysis ................................................................................................ 33 6.4 Traffic Signal Warrants Analysis .................................................................................................. 33 6.5 Project Deficiencies and Recommended Improvements ............................................................ 35 7 Site Access and Off-Site Roadway Improvements ............................................................................. 37 7.1 Street “A” Improvements ........................................................................................................... 37 7.2 Gerald Ford Drive Parkway Improvements ................................................................................. 37 7.3 Julie Drive Improvements ........................................................................................................... 38 7.4 Pedestrian Accommodations ...................................................................................................... 38 8 References ............................................................................................................................................... 41 14702-03 TA Report.docx 4 APPENDICES Appendix 1.1: Approved Traffic Study Scoping Agreement Appendix 3.1: Traffic Counts – April 2022 Appendix 3.2: Existing (2022) Conditions Intersection Operations Analysis Worksheets Appendix 3.3: Traffic Signal Warrant Analysis Worksheets Appendix 5.1: EAP (2027) Conditions Intersection Operations Analysis Worksheets Appendix 6.1: EAPC (2027) Conditions Intersection Operations Analysis Worksheets 14702-03 TA Report.docx 5 LIST OF EXHIBITS Exhibit 1-1: Preliminary Site Plan ..................................................................................................................... 2 Exhibit 1-2: Study Area ....................................................................................................................................... 5 Exhibit 3-1: Existing Number of Through Lanes and Intersection Controls ............................................. 12 Exhibit 3-2: City of Palm Desert General Plan Circulation Element ........................................................... 13 Exhibit 3-3: City of Palm Desert General Plan Roadway Cross-Sections ................................................... 14 Exhibit 3-4: Existing (2022) Traffic Volumes .................................................................................................. 17 Exhibit 4-1: Project Trip Distribution .............................................................................................................. 23 Exhibit 4-2: Project Only Traffic Volumes ...................................................................................................... 25 Exhibit 4-3: Cumulative Development Location Map .................................................................................. 27 Exhibit 4-4: Cumulative Only Traffic Volumes .............................................................................................. 28 Exhibit 5-1: EAP (2027) Traffic Volumes ......................................................................................................... 30 Exhibit 6-1: EAPC (2027) Traffic Volumes ...................................................................................................... 34 Exhibit 7-1: Site Access Recommendations .................................................................................................. 39 14702-03 TA Report.docx 6 LIST OF TABLES Table 1-1: Intersection Analysis Locations ...................................................................................................... 4 Table 2-1: Signalized Intersection LOS Thresholds ........................................................................................ 8 Table 2-2: Unsignalized Intersection LOS Thresholds ................................................................................... 9 Table 3-1: Intersection Analysis for Existing (2022) Conditions ................................................................. 18 Table 4-1: Project Trip Generation Summary ............................................................................................... 22 Table 4-2: Cumulative Development Land Use Summary .......................................................................... 26 Table 5-1: Intersection Analysis for EAP Conditions .................................................................................... 31 Table 6-1: Intersection Analysis for EAPC (2027) Conditions ...................................................................... 36 14702-03 TA Report.docx 7 LIST OF ABBREVIATED TERMS (1) Reference ADT Average Daily Traffic CAMUTCD California Manual on Uniform Traffic Control Devices Caltrans California Department of Transportation DU Dwelling Unit EAP Existing Plus Ambient Plus Project EAPC Existing Plus Ambient Plus Project Plus Cumulative emp Employee HCM Highway Capacity Manual ITE Institute of Transportation Engineers LOS Level of Service PA Planning Area PHF Peak Hour Factor Project Vitalia/Refuge Residential sf Square Feet TA Traffic Analysis 14702-03 TA Report.docx 8 This page intentionally left blank Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 1 1 INTRODUCTION This report presents the results of the traffic analysis (TA) for Vitalia/Refuge Residential (“Project”), located west of Rembrandt Parkway and south of Gerald Ford Drive in the City of Palm Desert, as shown on Exhibit 1-1. The purpose of this TA is to evaluate the potential circulation system deficiencies that may result from the development of the proposed Project, and recommend improvements to achieve acceptable circulation system operational conditions. This TA has been prepared based in accordance with the County of Riverside’s Transportation Analysis Guidelines for Level of Service & Vehicle Miles Traveled (December 2020) as the City of Palm Desert utilizes the County guidelines. (1) To ensure that this TA satisfies the City of Palm Desert’s traffic study requirements, Urban Crossroads, Inc. prepared a traffic study scoping package for review by City staff prior to the preparation of this report. The Agreement provides an outline of the Project study area, trip generation, trip distribution, and analysis methodology. The Agreement approved by the City is included in Appendix 1.1. 1.1 SUMMARY OF FINDINGS For Existing (2022) conditions, study area intersections experience acceptable operations. The proposed Project is anticipated to require the construction of off-site improvements necessary to provide site access in conjunction with site development. These improvements should be in place prior to occupancy. Project access roadway segment improvements include construction of Street “A” (Rembrandt Parkway southerly extension) from Julie Drive to Gerald Ford Drive as a local collector (minimum pavement of 44’). Julie Drive shall be improved as a collector (52’ pavement section) from its current terminus west of Portola Road to the PA2/PA3 local street intersection within the Project. At the Street “A” – Rembrandt Parkway / Gerald Ford Drive intersection, 1 shared northbound left/through lane, 1 northbound right turn lane, 1 eastbound right turn lane, and 1 westbound left turn lane. Installation of a traffic signal at the Street “A” – Rembrandt Parkway / Gerald Ford Drive intersection is warranted for Existing plus Ambient plus Project (2027) conditions. Project access improvements for vehicles, bicyclists, and pedestrians are presented in Section 7 of this report. In addition, the Project applicant shall participate in CVAG’s TUMF program by paying the requisite TUMF fee and other City fees as determined by the City. 1.2 PROJECT OVERVIEW The Project is to consist of 969 residential dwelling units, of which 248 are single family detached, 302 are rental homes, 150 are paired housing, and 269 are apartments. It is anticipated that the Project will be fully developed by year 2027. A preliminary site plan of the proposed Project is shown in Exhibit 1-1. 1 NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGCOMPACTCARCOMPACTCAR COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCAR COMPACTCAR Gerald Ford DriveJeri LaneCosmopolitan LanePortola Pointe LaneImperial Court WestKingston Court WestWest Petunia PlaceChinook Circle WestPA 77.8 ac.PA 111.9 ac.PA 216.5 ac.PA 324.8 ac.PA 4PA 416.7 ac.PA 63.9 ac.PA 524.8 ac.22.6 du/ac.269 Units10 - 20 du/ac.330 Units4 - 5 du/ac.106 Lots7 - 9 du/ac.128 Lots4 - 5 du/ac.105 LotsPA 7Open Space /CirculationCommunity /Amenity CenterPLANNING AREAS EXHIBITREFUGE PALM DESERT34200 Bob Hope Drive, Rancho Mirage, CA 92270760.320.9811 msaconsultinginc.comMSA CONSULTING, INC.> PLANNING > CIVIL ENGINEERING > LAND SURVEYINGMARCH 14, 2022N.T.S.LegendPlanning AreaPlanning Area 1*Planning Area 2Planning Area 3Planning Area 4Planning Area 5Planning Area 6Planning Area 7AreaDensityRange11.9 ac.16.5 ac.24.8 ac.16.7 ac.24.8 ac.3.9 ac.7.8 ac.Up to 22.6 du/ac.10 - 18.3 du/ac.4 - 5 du/ac.7 - 9 du/ac.4 - 5 du/ac.--269165 - 302 Units99 - 124 Lots117 - 150 Lots99 - 124 Lots--Total106.4 ac. -749 - 969Planned Units269302 106128105--910*Note:Approved Vitalia project. No change proposed.2 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 3 In order to develop the traffic characteristics of the proposed project, trip-generation statistics published in the Institute of Transportation Engineers (ITE) Trip Generation (11th Edition, 2021) manual for land use codes 210, 215, and 220 are utilized. The Project is anticipated to generate a total of 7,267 trip-ends per day with 476 AM peak hour trips and 610 PM peak hour trips. The assumptions and methods used to estimate the Project’s trip generation characteristics are discussed in greater detail in Section 4.1 Project Trip Generation of this report. 1.3 ANALYSIS SCENARIOS For the purposes of this traffic study, potential deficiencies to traffic and circulation have been assessed for each of the following conditions: Existing (2022) Conditions Existing plus Ambient Growth plus Project (EAP) (2027) Conditions Existing plus Ambient Growth plus Project plus Cumulative (EAPC) (2027) Conditions All study area intersections are evaluated using the Highway Capacity Manual (HCM) 6th Edition analysis methodology. 1.3.1 EXISTING (2022) CONDITIONS Information for Existing (2022) conditions is disclosed to represent the baseline traffic conditions as they existed at the time this report was prepared. For a detailed discussion on the existing traffic volumes, see Section 3.5 Existing (2022) Traffic Counts. 1.3.2 EAP (2027) CONDITIONS The Existing plus Ambient Growth plus Project (EAP) conditions analysis determines traffic deficiencies that would occur on the existing roadway system with the addition of Project traffic. To account for background traffic growth, traffic associated with other known cumulative development projects in conjunction with an ambient growth factor from Existing conditions of 10.4% (2% per year, compounded annually over 5 years) is included for EAP (2027) traffic conditions. The ambient growth is consistent with the growth used by other projects in the area within the City of Palm Desert. Consistent with County of Riverside traffic study guidelines, the EAP analysis is intended to identify “Opening Year” deficiencies associated with the development of the proposed Project based on the expected background growth within the study area. 1.3.3 EAPC (2027) CONDITIONS The Existing plus Project plus Ambient Growth plus Cumulative (EAPC) (2027) traffic conditions analysis determines the potential near-term cumulative circulation system deficiencies. To account for background traffic growth, traffic associated with other known cumulative development projects in conjunction with an ambient growth factor from Existing conditions of 10.4% is included for EAPC (2027) traffic conditions. The ambient growth is consistent with the growth used by other projects in the area. This comprehensive list was compiled from information provided by the City of Palm Desert. 3 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 4 1.4 STUDY AREA The Project study area was defined in coordination with the City of Palm Desert. Consistent with County of Riverside traffic study guidelines, the study area includes any intersection of “Collector” or higher classification street, with “Collector” or higher classification streets, at which the proposed project will add 50 or more peak hour trips. Exhibit 1-2 presents the study area and intersection analysis locations. The “50 peak hour trip” criteria generally represents a minimum number of trips at which a typical intersection would have the potential to be substantively impacted by a given development proposal. Although each intersection may have unique operating characteristics, this traffic engineering rule of thumb is a widely utilized tool for estimating a potential area of impact (i.e., study area). To ensure that this TA satisfies the needs of the City of Palm Desert, Urban Crossroads, Inc. prepared a Project specific traffic study scoping agreement for review by County staff prior to the preparation of this TA. The agreement provides an outline of the study area, trip generation, trip distribution, and analysis methodology. The agreement approved by the City of Palm Desert is included in Appendix 1.1. The following study area intersections shown on Exhibit 1-2 and listed in Table 1-1 were selected for this TA based on consultation with City of Palm Desert. TABLE 1-1: INTERSECTION ANALYSIS LOCATIONS ID Intersection Location ID Intersection Location 1 Monterey Avenue / Gerald Ford Drive 7 Cook Street / Gerald Ford Drive 2 Gateway Drive / Gerald Ford Drive 8 Portola Road / College Drive – Julie Drive 3 Rembrandt Parkway – Street “A”/ Gerald Ford Drive 9 Portola Road / Frank Sinatra Drive 4 Portola Road / Gerald Ford Drive 10 Portola Road / Country Club Drive 5 Pacific Avenue / Gerald Ford Drive 11 Monterey Avenue / Dinah Shore Drive 6 Technology Drive / Gerald Ford Drive 1.5 ANALYSIS FINDINGS This section provides a summary of the analysis results for Existing (2022), EAP (2027), and EAPC (2027), conditions. Exhibit 1-3 presents the deficient intersections by scenario. 1.5.1 EXISTING (2022) CONDITIONS For Existing (2022) traffic conditions, the study intersections were found to operate at an acceptable LOS (i.e., LOS “D” or better) during AM and PM peak hours. 4 5 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 6 1.5.2 EAP 2027 CONDITIONS For EAP (2027) traffic conditions, the Street “A” - Rembrandt Parkway/Gerald Ford Drive intersection (#3) requires installation of a traffic signal in order to operate at acceptable conditions during AM and PM peak hours. 1.5.3 EAPC 2027 CONDITIONS For EAPC (2027) traffic conditions, the study intersections were found to continue to operate at an acceptable LOS (i.e., LOS “D” or better) during AM and PM peak hours with installation of a traffic signal at the Street “A” - Rembrandt Parkway/Gerald Ford Drive intersection (#3). 1.6 CIRCULATION SYSTEM DEFICIENCIES AND RECOMMENDED IMPROVEMENTS Project installation of a traffic signal at the deficient intersection of Street “A” - Rembrandt Parkway/Gerald Ford Drive (#3), is anticipated to address intersection operational deficiencies for EAP (2027) and EAPC (2027) conditions. Off-site and on-site roadway improvements needed to provide site access are enumerated in Section 7 Site Access and Off-Site Roadway Improvements section of this report. 6 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 7 2 METHODOLOGIES This section of the report presents the methodologies used to perform the traffic analyses summarized in this report. The methodologies described are consistent with County of Riverside’s Transportation Analysis Guidelines for Level of Service & Vehicle Miles Traveled. (1) 2.1 LEVEL OF SERVICE Traffic operations of roadway facilities are described using the term "Level of Service" (LOS). LOS is a qualitative description of traffic flow based on several factors, such as speed, travel time, delay, and freedom to maneuver. Six levels are typically defined ranging from LOS A, representing completely free-flow conditions, to LOS F, representing breakdown in flow resulting in stop-and-go conditions. LOS E represents operations at or near Capacity, an unstable level where vehicles are operating with the minimum spacing for maintaining uniform flow. 2.2 INTERSECTION CAPACITY ANALYSIS The definitions of LOS for interrupted traffic flow (flow restrained by the existence of traffic signals and other traffic control devices) differ slightly depending on the type of traffic control. The LOS is typically dependent on the quality of traffic flow at the intersections along a roadway. The 6th Edition Highway Capacity Manual (HCM) methodology expresses the LOS at an intersection in terms of delay time for the various intersection approaches. (2)The HCM uses different procedures depending on the type of intersection control. 2.2.1 SIGNALIZED INTERSECTIONS The City of Palm Desert requires signalized intersection operations analysis based on the methodology described in the HCM. (2) Intersection LOS operations are based on an intersection’s average control delay. Control delay includes initial deceleration delay, queue move-up time, stopped delay, and final acceleration delay. For signalized intersections LOS is related to the average control delay per vehicle and is correlated to a LOS designation as described on Table 2-1. The traffic modeling and signal timing optimization software package Synchro (Version 11) has been utilized to analyze signalized intersections. Synchro is a macroscopic traffic software program that is based on the signalized intersection Capacity analysis as specified in the HCM. Macroscopic level models represent traffic in terms of aggregate measures for each movement at the study intersections. Equations are used to determine measures of effectiveness such as delay and queue length. The level of service and Capacity analysis performed by Synchro takes into consideration optimization and coordination of signalized intersections within a network. A saturation flow rate of 1900 has been utilized for all study area intersections located within the study area. The peak hour traffic volumes are adjusted using a peak hour factor (PHF) to reflect peak 15- minute volumes. Common practice for LOS analysis is to use a peak 15-minute rate of flow. However, flow rates are typically expressed in vehicles per hour. The PHF is the relationship between the peak 7 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 8 15-minute flow rate and the full hourly volume (e.g. PHF = [Hourly Volume] / [4 x Peak 15-minute Flow Rate]). The use of a 15-minute PHF produces a more detailed analysis as compared to analyzing vehicles per hour. Existing PHFs have been used for all analysis scenarios. Per the HCM, PHF values over 0.95 often are indicative of high traffic volumes with capacity constraints on peak hour flows while lower PHF values are indicative of greater variability of flow during the peak hour. (2) TABLE 2-1: SIGNALIZED INTERSECTION LOS THRESHOLDS 2.2.2 UNSIGNALIZED INTERSECTIONS The City of Palm Desert requires the operations of unsignalized intersections be evaluated using the methodology described in the HCM. (2) The LOS rating is based on the weighted average control delay expressed in seconds per vehicle (see Table 2-2). At two-way or side-street stop-controlled intersections, LOS is calculated for each controlled movement and for the left turn movement from the major street, as well as for the intersection as a whole. For approaches composed of a single lane, the delay is computed as the average of all movements in that lane. Delay for the intersection is reported for the worst individual movement at a two-way stop-controlled intersection. For all-way stop controlled intersections, LOS is computed for the intersection as a whole (average delay). Description Average Control Delay (Seconds), V/C ≤ 1.0 Level of Service, V/C ≤ 1.01 Operations with very low delay occurring with favorable progression and/or short cycle length.0 to 10.00 A Operations with low delay occurring with good progression and/or short cycle lengths.10.01 to 20.00 B Operations with average delays resulting from fair progression and/or longer cycle lengths. Individual cycle failures begin to appear. 20.01 to 35.00 C Operations with longer delays due to a combination of unfavorable progression, long cycle lengths, or high V/C ratios. Many vehicles stop and individual cycle failures are noticeable. 35.01 to 55.00 D Operations with high delay values indicating poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences. This is considered to be the limit of acceptable delay. 55.01 to 80.00 E Operation with delays unacceptable to most drivers occurring due to over saturation, poor progression, or very long cycle lengths. 80.01 and up F Source: HCM, 6th Edition 1 If V/C is greater than 1.0 then LOS is F per HCM. 8 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 9 TABLE 2-2: UNSIGNALIZED INTERSECTION LOS THRESHOLDS 2.3 TRAFFIC SIGNAL WARRANT ANALYSIS METHODOLOGY The term "signal warrants" refers to the list of established criteria used by Caltrans and other public agencies to quantitatively justify or determine the potential need for installation of a traffic signal at an otherwise unsignalized intersection. This TA uses the signal warrant criteria presented in the latest edition of the Caltrans California Manual on Uniform Traffic Control Devices (CA MUTCD). (3) The signal warrant criteria for existing study area intersections are based upon several factors, including volume of vehicular and pedestrian traffic, frequency of accidents, and location of school areas. The CA MUTCD indicates that the installation of a traffic signal should be considered if one or more of the signal warrants are met. (3) Specifically, this TA utilizes the Peak Hour Volume-based Warrant 3 as the appropriate representative traffic signal warrant analysis for existing traffic conditions and for all future analysis scenarios for existing unsignalized intersections. Warrant 3 is appropriate to use for this TA because it provides specialized warrant criteria for intersections with rural characteristics. For the purposes of this study, the speed limit was the basis for determining whether Urban or Rural warrants were used for a given intersection. Urban warrants have been used as posted speed limits on the major roadways with unsignalized intersections are 40 miles per hour or below and rural warrants have been used on roadways with speeds greater than 40 miles per hour. Future intersections that do not currently exist have been assessed regarding the potential need for new traffic signals based on future average daily traffic (ADT) volumes, using the Caltrans planning level ADT-based signal warrant analysis worksheets. Similarly, the speed limit has been used as the basis for determining the use of Urban and Rural warrants. Traffic signal warrant analyses were performed for the Street “A” – Rembrandt Parkway at Gerald Ford Drive intersection and the Pacific Avenue at Gerald Ford Drive intersection. 2.4 MINIMUM ACCEPTABLE LEVELS OF SERVICE (LOS) Per the City of Palm Desert’s General Plan, LOS D is the threshold for acceptable traffic conditions on the circulation network. Description Average Control Delay (Seconds), V/C ≤ 1.0 Level of Service, V/C ≤ 1.01 Little or no delays.0 to 10.00 A Short traffic delays.10.01 to 15.00 B Average traffic delays.15.01 to 25.00 C Long traffic delays.25.01 to 35.00 D Very long traffic delays.35.01 to 50.00 E Extreme traffic delays with intersection capacity exceeded.> 50.00 F Source: HCM, 6th Edition 1 If V/C is greater than 1.0 then LOS is F per HCM. 9 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 10 2.5 DEFICIENCY CRITERIA This section outlines the methodology used in this analysis related to identifying circulation system deficiencies. To determine whether the addition of project-related traffic at a study intersection would result in a deficiency, the following will be utilized: A deficiency occurs at study area intersections if the pre-Project condition is at or better than LOS D (i.e., acceptable LOS), and the addition of project trips causes the peak hour LOS of the study area intersection to operate at unacceptable LOS (i.e., LOS E or F). For intersections currently operating at unacceptable LOS (LOS E or F), a deficiency will occur if the Project contributes 50 or more peak hour trips to pre- project traffic conditions. 10 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 11 3 AREA CONDITIONS This section provides a summary of the existing circulation network, the City of Palm Desert General Plan Circulation Network, and a review of existing peak hour intersection operations and traffic signal warrant analyses. 3.1 EXISTING CIRCULATION NETWORK Pursuant to the agreement with City of Palm Desert staff (Appendix 1.1), the study area includes 11 existing and future intersections as shown previously on Exhibit 1-2. Exhibit 3-1 illustrates the study area intersections located near the proposed Project and identifies the number of through traffic lanes for existing roadways and intersection traffic controls. 3.2 CITY OF PALM DESERT GENERAL PLAN CIRCULATION ELEMENT The roadway classifications and planned (ultimate) roadway cross-sections of the major roadways within the study area, as identified on the City of Palm Desert General Plan Circulation Element, are described below. Exhibit 3-2 shows the City of Palm Desert General Plan Circulation Element and Exhibit 3-3 illustrates the City of Palm Desert General Plan roadway cross-sections. Gerald Ford Drive is a Balanced Arterial which currently provides five to six vehicle lanes (five west of Portola Avenue and six east of Portola Avenue) with either a median or two-way-left-turn-lane along with bicycle, golf cart, and pedestrian facilities, striving for a balance between transportation modes. Bike/golf cart lanes currently exist, as do some sidewalks. Monterey Avenue is a Vehicular Oriented Arterial which prioritizes the movement of automobiles. Six vehicle lanes are provided for Vehicular Oriented Arterials with median landscaping and turn lanes. Monterey Avenue currently exists in the study area with six travel lanes. Portola Avenue is a Balanced Arterial which provides four vehicle lanes with either a median or two- way-left-turn-lane (TWLTL) along with bicycle, golf cart, and pedestrian facilities, striving for a balance between transportation modes. Portola Avenue currently exists in the study area with four to six travel lanes. Bike/golf cart lanes currently exist, as do some sidewalks. Cook Street is a Vehicular Oriented Arterial which prioritizes the movement of automobiles. Six vehicle lanes are provided for Vehicular Oriented Arterials with median landscaping and turn lanes. Cook Street currently exists in the study area with six travel lanes. Gateway Drive is a Secondary Street which provides a balance between vehicular circulation (four lanes), property access, and non-automobile modes. Gateway Drive currently exists as a four lane roadway with TWLTL, bike lanes, and sidewalks. 11 12 13 14 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 15 Pacific Avenue is a Collector Street which provides two shared vehicle/bicycle lanes without median and is intended to funnel traffic to larger facilities. Pacific Avenue currently exists as a four lane roadway with TWLTL, bike lanes, and sidewalks. Technology Drive is a Collector Street which provides two shared vehicle/bicycle lanes without median and is intended to funnel traffic to larger facilities. Technology Drive currently exists as a two lane roadway with TWLTL sidewalks. College Drive / Julie Drive is a Collector Street which provides two shared vehicle/bicycle lanes without median and is intended to funnel traffic to larger facilities. Julie Lane exists as a two lane undivided road from Shepherd Lane to Portola Avenue. East of Portola Avenue, College Drive exists as a two lane road with bike/golf cart lanes and sidewalks. Frank Sinatra Drive is a Balanced Arterial which provides four vehicle lanes with either a median or two-way-left-turn-lane along with bicycle and pedestrian facilities, striving for a balance between transportation modes. Frank Sinatra Drive currently exists in the study area with four travel lanes, bike lanes and some sidewalks. Country Club Drive is a Vehicular Oriented Arterial which prioritizes the movement of automobiles. Six vehicle lanes are provided for Vehicular Oriented Arterials with median landscaping and turn lanes. Country Club Drive currently exists in the study area with four travel lanes, bike lanes, and sidewalks. Dinah Shore Drive is a Balanced Arterial which provides four vehicle lanes with either a median or two-way-left-turn-lane along with bicycle and pedestrian facilities, striving for a balance between transportation modes. Dinah Shore Drive currently exists in the study area with six travel lanes west of Monterey Avenue and four travel lanes east of Monterey Avenue. Sidewalks exist as do bike lanes east of Monterey Avenue. 3.3 TRANSIT SERVICE The study area is not currently served by the Sunline transit routes. The nearest bus services are located along Monterey Avenue via Route 32 and Cook Street via Route 20, Route 21. Transit service is reviewed and updated by Sunline periodically to address ridership, budget and community demand needs. Changes in land use can affect these periodic adjustments which may lead to either enhanced or reduced service where appropriate. Transit service is reviewed and updated by STA periodically to address ridership, budget and community demand needs. Changes in land use can affect these periodic adjustments which may lead to either enhanced or reduced service where appropriate. As such, it is recommended that the Project Applicant work in conjunction with STA to potentially accommodate bus service to the site. 15 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 16 3.4 PEDESTRIAN AND BICYCLE FACILITIES Existing on-street bike lanes are located on both sides of the roadways along Portola Road, Gerald Road, and Gateway Drive. Between the Project’s westerly boundary and Portola Road, there are no existing sidewalks on the south side of Gerald Ford Drive. 3.5 EXISTING (2022) TRAFFIC COUNTS The intersection LOS analysis is based on the traffic volumes observed during the peak hour conditions using traffic count data collected in March and April 2022. The following peak hours were selected for analysis: Weekday AM Peak Hour (peak hour between 7:00 AM and 9:00 AM) Weekday PM Peak Hour (peak hour between 4:00 PM and 6:00 PM) The raw manual peak hour turning movement traffic count data sheets are included in Appendix 3.1. The weekday AM and PM peak hour count data are representative of typical peak hour traffic conditions in the study area. There were no observations made in the field that would indicate atypical traffic conditions on the count dates, such as construction activity that would prevent or limit roadway access and detour routes. These raw turning volumes have been flow conserved between intersections with limited access, no access and where there are currently no uses generating traffic. Existing weekday ADT volumes are shown on Exhibit 3-4. Where actual 24-hour tube count data was not available, Existing ADT volumes were based upon factored intersection peak hour counts collected by Urban Crossroads, Inc. using the following formula for each intersection leg: Weekday PM Peak Hour (Approach Volume + Exit Volume) x 12.987 = Leg Volume A comparison of the PM peak hour and daily traffic volumes of various roadway segments within the study area indicated that the peak-to-daily relationship is approximately 7.7 percent. As such, the above equation utilizing a factor of 12.987 estimates the ADT volumes on the study area roadway segments assuming a peak-to-daily relationship of approximately 7.7 percent (i.e., 1/0.077 = 12.987) and was assumed to sufficiently estimate average daily traffic (ADT) volumes for planning-level analyses. Existing weekday peak hour intersection volumes are also shown on Exhibit 3-4. 3.6 INTERSECTION OPERATIONS ANALYSIS Existing peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2.2 Intersection Capacity Analysis of this report. The intersection operations analysis results are summarized on Table 3-1, which indicates that all existing study area intersections are currently operating at acceptable LOS during the peak hours. The intersection operations analysis worksheets are included in Appendix 3.2 of this TA. 16 17 Delay3 Level of Traffic Northbound Southbound Eastbound Westbound (secs.) Service # Intersection Control1 LTRLTRLTRLTRAMPMAMPM 1Monterey Av. / Gerald Ford Dr. TS 23023122122129.626.3C C 2Gateway Dr. / Gerald Ford Dr. TS 00010112003111.512.0B B 3Rembrandt Pkwy. / Gerald Ford Dr.CSS 00010d12003118.215.7C C 4Portola Rd. / Gerald Ford Dr. TS 23123112d23136.536.0D D 5Pacific Av. / Gerald Ford Dr. TS 12012013113112.810.7B B 6Technology Dr. / Gerald Ford Dr. TS 11111013113118.120.1B C 7Cook St. / Gerald Ford Dr. TS 231231221>>22127.731.3C C 8Portola Rd. / Julie Dr. - College Dr. TS 1311301101118.59.3A A 9Portola Rd. / Frank Sinatra Dr. TS 13d13012112124.722.4C C 10Portola Rd. / Country Club Dr. TS 12112d12112140.738.2D D 11Monterey Av. / Dinah Shore Dr. TS 230231>>22122133.239.1C D 1 TS = Traffic Signal; CSS = Cross-street Stop 2 When a right turn is designated, the lane can either be striped or unstriped. To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. 3 Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. L = Left; T = Through; R = Right; d = Defacto Right Turn Lane; 0.5 = Shared Lane; >> = Free-Right Turn Lane TABLE 3-1: INTERSECTION ANALYSIS FOR EXISTING (2022) CONDITIONS Intersection Approach Lanes2 18 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 19 3.7 TRAFFIC SIGNAL WARRANTS ANALYSIS Traffic signal warrants for Existing traffic conditions are based on existing peak hour intersection turning volumes. The study area unsignalized intersections do not currently warrant a traffic signal for Existing traffic conditions. Existing conditions traffic signal warrant analysis worksheets are provided in Appendix 3.3. 19 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 20 This page intentionally left blank 20 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 21 4 PROJECTED FUTURE TRAFFIC This section presents the traffic volumes estimated to be generated by the Project, as well as the Project’s trip assignment onto the study area roadway network. The Project is proposed to consist of 969 residential dwelling units, of which 248 are single family detached, 302 are rental homes, 150 are paired housing, and 269 are apartments. It is anticipated that the Project would be fully developed by year 2027. Project will have full access to Gerald Ford Drive via Street “A” and to Portola Road via the westerly extension of Julie Drive. Regional access to the project site is provided via the I-10 Freeway at Monterey Avenue and Cook Street along Gerald Ford Drive. 4.1 PROJECT TRIP GENERATION Trip generation represents the amount of traffic which is both attracted to and produced by a development. Determining traffic generation for a specific project is therefore based upon forecasting the amount of traffic that is expected to be both attracted to and produced by the specific land uses being proposed for a given development. In order to develop the traffic characteristics of the proposed project, trip-generation statistics published in the ITE Trip Generation Manual (11th Edition, 2021) for land use codes 210, 215, and 220 are used. (4) Table 4-1 presents the trip generation rates and the resulting trip generation summary for the proposed Project. As shown in Table 4-1, the Project is anticipated to generate a total of 7,267 trip-ends per day with 476 AM peak hour trips and 610 PM peak hour trips. 4.2 PROJECT TRIP DISTRIBUTION The Project trip distribution and assignment process represents the directional orientation of traffic to and from the Project site. The trip distribution has been developed based on past work experience in the vicinity of the Project site and refined to reflect the roadway network and the surrounding uses in the vicinity of the proposed Project as they exist today. The trip distribution pattern is heavily influenced by the geographical location of the site, the location of surrounding uses, and the proximity to the regional freeway system. Exhibit 4-1 depicts the trip distribution patterns for the Project. 4.3 MODAL SPLIT The potential for Project trips (non-truck) to be reduced by the use of public transit, walking or bicycling have not been included as part of the Project’s estimated trip generation. Essentially, the Project’s traffic projections are "conservative" in that these alternative travel modes would reduce the forecasted traffic volumes. 21 In Out Total In Out Total Single Family Detached 210 248 DU 0.18 0.52 0.70 0.59 0.35 0.94 9.43 Multifamily Housing (Low-Rise) 220 302 DU 0.10 0.30 0.40 0.32 0.19 0.51 6.74 Single Family Attached 215 150 DU 0.15 0.33 0.48 0.32 0.25 0.57 7.20 Multifamily Housing (Low-Rise) 220 269 DU 0.10 0.30 0.40 0.32 0.19 0.51 6.74 In Out Total In Out Total Single Family Detached 210 248 DU 45 129 174 146 87 233 2,339 Multifamily Housing (Low-Rise) 220 302 DU 30 91 121 97 57 154 2,035 Single Family Attached 215 150 DU 23 50 73 48 38 86 1,080 Multifamily Housing (Low-Rise) 220 269 DU 27 81 108 86 51 137 1,813 125 351 476 377 233 610 7,267 F:\UXRjobs\_14600-15000\14702\Excel\[14702 - Report.xlsx]14702-Trip Gen Land Use ITE LU Code Quantity 2 AM Peak Hour PM Peak Hour Daily TOTAL 1 Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, 11th Edition (2021). 2 DU = Dwelling Unit Trip Generation Results Land Use ITE LU Code Quantity 2 AM Peak Hour PM Peak Hour Daily TABLE 4-1: PROJECT TRIP GENERATION SUMMARY Trip Generation Rates1 22 23 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 24 4.4 PROJECT TRIP ASSIGNMENT The assignment of traffic from the Project area to the adjoining roadway system is based upon the Project trip generation, trip distribution, and the arterial highway and local street system improvements that would be in place by the time of initial occupancy of the Project. Based on the identified Project traffic generation and trip distribution patterns, Project weekday ADT and weekday peak hour intersection turning movement volumes are shown on Exhibit 4-2. 4.5 BACKGROUND TRAFFIC Ambient growth has been added to daily and peak hour traffic volumes on surrounding roadways, in conjunction with traffic generated by the development of future projects that have been approved but not yet built and/or for which development applications have been filed and are under consideration by governing agencies. Opening Year Cumulative (2027) traffic volumes are provided in Section 4.6 of this report. The traffic generated by the proposed Project was then manually added to the base volume to determine EAP/EAPC forecasts. 4.5.1 AMBIENT GROWTH RATE Future year traffic forecasts have been based upon background (ambient) growth at 2% per year for 2027 traffic conditions. The total ambient growth is 10.4% for 2027 traffic conditions. The ambient growth factor is intended to approximate regional traffic growth. Ambient growth has been added to daily and peak hour traffic volumes on surrounding roadways, in addition to traffic generated by the development of future projects that have been approved but not yet built and/or for which development applications have been filed and are under consideration by governing agencies, for EAPC traffic conditions. 4.5.2 CUMULATIVE DEVELOPMENT TRAFFIC A cumulative project list was developed for the purposes of this analysis through consultation with planning and engineering staff from the City of Palm Desert. Exhibit 4-3 illustrates the cumulative development location map. A summary of cumulative development projects and their proposed land uses are shown on Table 4-2. If applicable, the traffic generated by individual cumulative projects was manually added to the Opening Year Cumulative forecasts to ensure that traffic generated by the listed cumulative development projects in Table 4-2 are reflected as part of the background traffic. Cumulative project traffic volumes are shown on Exhibit 4-4. 24 25 TAZ Project Name Land Use1 Quantity Units2 PD8 Fairfield Inn & Suites Marriott Hotel Hotel 108 RM SFDR 166 DU Multi‐Family 612 DU Commercial 551.0 TSF Hotel 250 RM PD11 Scotelle Office Building Commercial 10.732 TSF SFDR 773 DU Multi‐Family 336 DU Congregate Care 161 DU Assisted Living 150 DU SFDR 288 DU Multi‐Family 182 DU PD14 Dolce SFDR 159 DU PD15 Spanish Walk Multi‐Family (affordable housing)150 DU PD17 Falling Waters SFDR 159 DU PD18 The Sands Apartments Apartments (with 20% affordable housing)388 DU SFDR 111 DU Multi‐Family 114 DU Multi‐Family 384 DU Commercial 120.0 TSF PD28 Portola Av./Frank Sinatra Dr. Residential Multi‐Family 402 DU PD29 Monterey Crossings Commercial 120.0 TSF PD30 Santa Barbara Apartment Multi‐Family 48 DU Resort Hotel 350 RM Surf Lagoon 1350 Guests Shopping Center 4.0 TSF High-Turnover (Sit-Down) Restaurant 11.250 TSF PD34 The Retreat at Desert Willow Condominiums 112 DU PD36 Laboratory/Office Space Building Laboratory/Office Space 20.5 TSF PD37 Lennar Single Family - Attached Residential 196 DU PD38 Urban Crossings (UHC)Multi-Family 176 DU PD39 TTM 37993 SFDR 176 DU RM5 PDP 13003/FDP 13004 SFDR 32 DU RM17 TTM 36623/PDP 14003 SFDR 17 DU RM28 TTM 32308 (Los Ranchos)SFDR 7 DU RM39 TPM 34233 SFDR 4 DU RM40 TPM 34741 SFDR 4 DU RM44 TPM 36683 SFDR 1 DU RM45 TPM 36849 SFDR 3 DU RM47 Monterey Medical Center Medical Office 75.164 TSF RM48 Pulte Homes / Del Webb Assisted Living 84 Beds Hotel 400 RM Retail 175.0 TSF Multi‐Family (Mid Rise)832 DU Single Family 1100 DU 2 DU = Dwelling Units; TSF = Thousand Square Feet; RM = Room PD31 Desert Surf City of Rancho Mirage RM49 Section 31 Specific Plan TABLE 4-2: CUMULATIVE DEVELOPMENT LAND USE SUMMARY 1 SFDR = Single Family Detached Residential City of Palm Desert Millennium Palm Desert University Park Villa Portofino PD10 PD12 PD13 PD21 Ponderosa II PD25 Monterey Specific Plan 26 27 28 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 29 5 EAP (2027) TRAFFIC CONDITIONS This section discusses the traffic forecasts for Existing plus Ambient Growth plus Project (EAP) conditions and the resulting intersection operations and traffic signal warrant analyses. 5.1 ROADWAY IMPROVEMENTS Project driveways and those facilities assumed to be constructed by the Project to provide site access are assumed to be in place for EAP (2027) conditions (e.g., intersection and roadway improvements associated with Street “A” [Rembrandt Parkway southerly extension] and the westerly extension of Julia Street). 5.2 EAP TRAFFIC VOLUME FORECASTS This scenario includes Existing traffic volumes plus an ambient growth factor of 10.4% and the addition of Project traffic. The weekday ADT and weekday peak hour intersection turning movement volumes which can be expected for EAP (2027) traffic conditions are shown on Exhibit 5-1. 5.3 EAP INTERSECTION OPERATIONS ANALYSIS EAP (2027) peak hour traffic operations have been evaluated for the study area intersections based on the analysis methodologies presented in Section 2 Methodologies of this TA. The intersection analysis results are summarized on Table 5-1 for EAP (2027) traffic conditions, which indicate that the study area intersections are anticipated to continue to operate at an acceptable LOS (LOS “D” or better) under EAP (2027) traffic conditions. The intersection operations analysis worksheets for EAP (2027) traffic conditions are included in Appendix 5.1 of this TA. 5.4 TRAFFIC SIGNAL WARRANTS ANALYSIS The traffic signal warrant analysis for EAP (2027) traffic conditions provided in Appendix 3.3. The unsignalized intersections are not anticipated to meet peak hour volume-based warrants and daily volume-based warrants with the addition of Project traffic (see Appendix 3.3). As mentioned previously, a signal warrant defines the minimum condition under which the installation of a traffic signal might be warranted. Meeting this condition does not require that a traffic control signal be installed at a particular location, but rather, that other traffic factors and conditions be evaluated in order to determine whether the signal is truly justified. It should also be noted that signal warrants do not necessarily correlate with LOS. An intersection may satisfy a signal warrant condition and operate at or above acceptable LOS or operate below acceptable LOS and not meet a signal warrant. 29 30 Delay3 Level of Traffic Northbound Southbound Eastbound Westbound (secs.) Service # Intersection Control1 LTRLTRLTRLTRAMPMAMPM 1Monterey Av. / Gerald Ford Dr. TS 23023122122131.828.9C C 2Gateway Dr. / Gerald Ford Dr. TS 00010112003111.812.1B B 3Rembrandt Pkwy. / Gerald Ford Dr.CSS 00010d12003137.8>50E F - With Improvements TS 0.5 0.5 10.50.5d 1 2 1 1 3 1 30.7 21.8 C C 4Portola Rd. / Gerald Ford Dr. TS 23123112d23136.636.4D D 5Pacific Av. / Gerald Ford Dr. TS 12012013113113.411.0B B 6Technology Dr. / Gerald Ford Dr. TS 11111013113119.121.1B C 7Cook St. / Gerald Ford Dr. TS 231231221>>22130.633.3C C 8Portola Rd. / Julie Dr. - College Dr. TS 13113011011117.818.8B B 9Portola Rd. / Frank Sinatra Dr. TS 13d13012112129.524.0C C 10Portola Rd. / Country Club Dr. TS 12112d12112142.239.9D D 11Monterey Av. / Dinah Shore Dr. TS 230231>>22122134.341.0C D 1 TS = Traffic Signal; CSS = Cross-street Stop 2 When a right turn is designated, the lane can either be striped or unstriped. To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. 3 Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. L = Left; T = Through; R = Right; d = Defacto Right Turn Lane; 0.5 = Shared Lane; >> = Free-Right Turn Lane; 1 = Improvement TABLE 5-1: INTERSECTION ANALYSIS FOR EAP (2027) CONDITIONS Intersection Approach Lanes2 31 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 32 5.5 PROJECT DEFICIENCIES AND RECOMMENDED IMPROVEMENTS The study area intersections are anticipated to operate at an acceptable LOS with the addition of Project traffic, with the exception of the Street “A” - Rembrandt Parkway / Gerald Ford Drive intersection. Cross-street stop control at this location did not provide acceptable traffic operations with implementation of the Project. Installation of a traffic signal, in addition to Street “A” (Rembrandt Parkway southerly extension), is anticipated to serve the Project and provide acceptable intersection operations with improvement enumerated in Section 7 of this report. The improvements described in Section 7 of this report would achieve acceptable LOS standards for EAP (2027) traffic conditions as shown in Table 6-1. Recommended improvements at the Street “A” – Rembrandt Parkway / Gerald Ford Drive include the following: Install traffic signal NB Approach: Shared left/thru lane and separate right turn WB Approach: 1 WB left turn lane EB Approach: 1 EB right turn lane The intersection operations analysis worksheets for EAP (2027) traffic conditions, with improvements, are included in Appendix 5.1 of this TA. 32 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 33 6 EAPC (2027) TRAFFIC CONDITIONS This section discusses the methods used to develop Existing plus Ambient Growth plus Project plus Cumulative (EAPC) (2027) traffic forecasts, and the resulting intersection operations and traffic signal warrant analyses. 6.1 ROADWAY IMPROVEMENTS Project driveways and those facilities assumed to be constructed by the Project to provide site access are assumed to be in place for EAPC (2027) conditions (e.g., intersection and roadway improvements associated with Street “A” [Rembrandt Parkway southerly extension] and the westerly extension of Julia Street). If applicable, driveways and those facilities assumed to be constructed by cumulative developments to provide site access are also assumed to be in place for EAPC (2027) conditions. 6.2 EAPC (2027) TRAFFIC VOLUME FORECASTS This scenario includes Existing traffic volumes plus an ambient growth factor of 10.4% plus traffic from pending and approved but not yet constructed known development projects in the area. The weekday ADT and weekday peak hour volumes which can be expected for EAPC (2027) traffic conditions are shown on Exhibit 6-1. 6.3 INTERSECTION OPERATIONS ANALYSIS LOS calculations were conducted for the study intersections to evaluate their operations under EAPC (2027) traffic conditions with roadway and intersection geometrics consistent with Section 6.1 Roadway Improvements. As shown on Table 6-1, the study area intersections are anticipated to continue to operate at an acceptable LOS (LOS “D” or better) under EAPC (2027) traffic conditions. The intersection operations analysis worksheets for EAPC (2027) traffic conditions are included in Appendix 6.1 of this TA. 6.4 TRAFFIC SIGNAL WARRANTS ANALYSIS The traffic signal warrant analysis for EAPC (2027) traffic conditions are provided in Appendix 3.3. For EAPC (2027) traffic conditions, the intersection of Rembrandt Parkway/Gerald Ford Drive (#3) appears to warrant a traffic signal based on both peak hour traffic flows and ADT volumes (see Appendix 3.3). The unsignalized intersections are not anticipated to meet peak hour volume-based warrants and daily volume-based warrants for EAPC (2027) traffic conditions. 33 34 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 35 6.5 PROJECT DEFICIENCIES AND RECOMMENDED IMPROVEMENTS The study area intersections are anticipated to operate at an acceptable LOS with the site access and off-site roadway improvements described in Section 7 of this report. The effectiveness of the proposed recommended improvements is presented in Table 6-1 for EAPC (2027) traffic conditions. Recommended improvements to provide acceptable operations for EAP (2027) and EAPC (2027) traffic conditions at the Street “A” – Rembrandt Parkway / Gerald Ford Drive intersection include the following: Install traffic signal NB Approach: Shared left/thru lane and separate right turn WB Approach: 1 WB left turn lane EB Approach: 1 EB right turn lane The intersection operations analysis worksheets for EAPC (2027) traffic conditions, with improvements, is included in Appendix 6.1 of this TA. 35 Delay3 Level of Traffic Northbound Southbound Eastbound Westbound (secs.) Service # Intersection Control1 LTRLTRLTRLTRAMPMAMPM 1Monterey Av. / Gerald Ford Dr. TS 23023122122132.238.0C D 2Gateway Dr. / Gerald Ford Dr. TS 00010112003113.214.1B B 3Rembrandt Pkwy. / Gerald Ford Dr.CSS 00010d120031>50>50F F - With Improvements TS 0.5 0.5 10.50.5d 1 2 1 1 3 1 31.3 24.7 C C 4Portola Rd. / Gerald Ford Dr. TS 23123112d23136.737.5D D 5Pacific Av. / Gerald Ford Dr. TS 12012013113115.835.8B D 6Technology Dr. / Gerald Ford Dr. TS 11111013113122.122.8C C 7Cook St. / Gerald Ford Dr. TS 231231221>>22135.236.7D D 8Portola Rd. / Julie Dr. - College Dr. TS 13113011011120.625.7C C 9Portola Rd. / Frank Sinatra Dr. TS 13d13012112130.326.7C C 10Portola Rd. / Country Club Dr. TS 12112d12112147.348.3D D 11Monterey Av. / Dinah Shore Dr. TS 230231>>22122136.153.0D D 12 St. "A" / Julie Dr.RDB 00001!0 0.5 0.5 001 04.04.2A A all way stop control. For intersections with cross street stop control, the delay and level of service for the worst individual movement (or movements sharing a single lane) are shown. 1 TS = Traffic Signal; CSS = Cross-street Stop; RDB = Roundabout designed per FHWA standards 2 When a right turn is designated, the lane can either be striped or unstriped. To function as a right turn lane there must be sufficient width for right turning vehicles to travel outside the through lanes. L = Left; T = Through; R = Right; d = Defacto Right Turn Lane; 0.5 = Shared Lane; >> = Free-Right Turn Lane; 1 = Improvement 3 Per the Highway Capacity Manual (6th Edition), overall average intersection delay and level of service are shown for intersections with a traffic signal or TABLE 6-1: INTERSECTION ANALYSIS FOR EAPC (2027) CONDITIONS Intersection Approach Lanes2 36 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 37 7 SITE ACCESS AND OFF-SITE ROADWAY IMPROVEMENTS The Project is proposed to be served by a north/south roadway labeled Street “A” and an east/west roadway which is the extension of Julie Drive. Street “A” connects to Gerald Ford Drive at the existing Rembrandt Parkway/Gerald Ford Drive intersection (#3). The Julie Drive extension connects to Portola Road at the existing Portola Road / Julie Drive-College Drive intersection (#8). 7.1 STREET “A” IMPROVEMENTS Based upon projected daily traffic volumes, Street “A” south of Gerald Ford Drive is recommended to be improved as a 2 lane local collector with a minimum curb-to-curb width of 44’ between Gerald Ford Drive and Julie Drive. The pavement width of 44’ is able to also accommodate shared bicycle & golf cart lanes between Gerald Ford Drive and the Project’s southerly boundary as indicated on Exhibit 7- 1. Along Street “A” between Gerald Ford Drive and Julie Drive, there are two access driveways serving PA 1 and one driveway serving PA 2. The lane geometrics recommended at the Street “A” – Rembrandt Parkway / Gerald Ford Drive intersection include a northbound shared left/through lane and separate right turn lane as shown on Exhibit 7-1. For the eastbound and westbound approach to the Street “A” – Rembrandt Parkway / Gerald Ford Drive intersection, a single eastbound right turn and single westbound left turn lane are also needed. Installation of a traffic signal at this location is warranted in conjunction with the Project. For the Street “A” – Rembrandt Parkway / Gerald Ford Drive intersection, the northbound right turn lane should provide 125’ of storage. The westbound left turn lane (on Gerald Ford Drive) should provide 150’ of storage. The eastbound right turn lane (on Gerald Ford Drive) should provide 150’ of storage. All of the improvements described above regarding implementation of Street “A” access improvements are recommended to be accomplished prior to occupancy of the 1st dwelling unit in Planning Area 1. A complete Signing and Striping plan showing all of the above improvements and signed by a licensed Civil or Traffic Engineer will be submitted for approval by the City prior to construction. 7.2 GERALD FORD DRIVE PARKWAY IMPROVEMENTS Along the Project boundary, the south side of Gerald Ford Drive currently exists with two eastbound vehicle lanes, a bicycle/golf cart lane, and curb/gutter. The Project should construct the sidewalk along the Project frontage, connecting to the existing sidewalk that currently terminates near the westerly Project boundary. 37 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 38 7.3 JULIE DRIVE IMPROVEMENTS Julie Drive is recommended to be improved as a collector with a minimum curb-to-curb width of 52’ between Portola Road and the Project PA2/PA3 local street intersection west of Street “A”. The westerly extension of Julie Drive connects the Project to the existing segment of Julie Drive which is the west leg of the existing Portola Road at Julie Drive – College Drive intersection. The 52’ pavement section accommodates a 12’ raised median and two 20’ travel lanes. The 52’ cross-section is able to also accommodate shared bicycle & golf cart lanes between Portola Road and the PA 2/PA3 local street intersection. Consistent with the Palm Desert General Plan Proposed Bicycle & Golf Network, golf carts are permitted on Julie Drive, which provides golf cart connectivity between the Project and Portola Road. The lane geometrics recommended at the Portola Road / Julie Drive – College Drive intersection include the existing eastbound left turn lane and shared through/ right lane as shown on Exhibit 7-1. At the eastbound approach to the Portola Road / Julie Drive – College Drive intersection, the existing 60’ right turn lane should be lengthened to provide 125’ of storage. The intersection of Street “A” / Julie Drive (#12) is proposed as a roundabout intersection designed per FHWA standards, with north, east, and west legs. The extension of Julie Drive west of Street “A” serves as the primary access to Planning Areas (PAs) 3 through 6 of the Project and also provides a secondary access to PA 2. Implementation of Julie Drive access improvements are recommended to be accomplished prior to occupancy of the 1st dwelling unit in Planning Areas 2 to 6. A complete Signing and Striping plan showing all of the above improvements and signed by a licensed Civil or Traffic Engineer will be submitted for approval by the City prior to construction. 7.4 PEDESTRIAN ACCOMMODATIONS Sidewalk improvements are proposed along Street “A” between Gerald Ford Drive and Julie Drive. At the Street “A” – Rembrandt Parkway / Gerald Ford Drive intersection, crosswalks will be provided in conjunction with traffic signal control. At the Street “A” / Julie Drive roundabout designed per FHWA standards, crosswalks should be designed in conjunction with yield control at each leg of the intersection. Along Julie Drive between the PA2/PA3 local street intersection and the Portola Road / Julie Drive – College Drive intersection sidewalks are proposed on both sides of the roadway. At the Portola Road / Julie Drive – College Drive intersection, crosswalks are provided at the existing traffic signal. PA2/PA3 at Julie Drive is proposed as a roundabout intersection designed per FHWA standards and crosswalks should be designed in conjunction with yield control at each leg of the intersection. Local streets within PA3 and PA5 should be constructed with 36’ pavement sections and sidewalks along both sides. 38 39 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 40 This page intentionally left blank 40 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 41 8 REFERENCES 1. Riverside County Transportation Department. Transportation Analysis Guidelines for Level of Service & Vehicle Miles Traveled. County of Riverside : s.n., December 2020. 2. Transportation Research Board. Highway Capacity Manual (HCM), 6th Edition. s.l. : National Academy of Sciences, 2016. 3. California Department of Transportation. California Manual on Uniform Traffic Control Devices (CA MUTCD). [book auth.] California Department of Transportation. California Manual on Uniform Traffic Control Devices (CA MUTCD). 2014, Updated March 30, 2021 (Revision 6). 4. Institute of Transportation Engineers. Trip Generation Manual. 11th Edition, 2021. 41 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx 42 This page intentionally left blank 42 Vitalia/Refuge Palm Desert Residential Traffic Analysis 14702-03 TA Report.docx APPENDIX 1.1: APPROVED TRAFFIC STUDY SCOPING AGREEMENT Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx APPENDIX 1.1: APPROVED TRAFFIC STUDY SCOPING AGREEMENT 14702‐02 TA & VMT Scope.docx April 7, 2022 Mr. Randy Bowman City of Palm Desert 73510 Fred Waring Drive Palm Desert, CA 92260 SUBJECT: VITALIA/REFUGE PALM DESERT RESIDENTIAL LEVEL OF SERVICE (LOS) AND VEHICLE MILES TRAVELED (VMT) SCOPING AGREEMENT Dear Mr. Randy Bowman: Urban Crossroads, Inc. is pleased to resubmit this scoping letter to City of Palm Desert regarding the Level of Service (LOS) and Vehicle Miles Traveled (VMT)for the proposed Vitalia/Refuge Palm Desert Residential development (“Project”), which is located west of Rembrandt Parkway and south of Gerald Ford Drive in the City of Palm Desert. It is our understanding that the Project is to consist of 969 residential dwelling units, of which 248 are single family detached, 302 are rental homes, 150 are paired housing, and 269 are apartments. The remainder of this letter describes the proposed analysis methodology, Project trip generation, trip distribution, and Project traffic assignment/project trips on the surrounding roadway network. The following scoping assumptions have been prepared in accordance with the County of Riverside’s Transportation Analysis Guidelines for Level of Service & Vehicle Miles Traveled (December 2020) as the City of Palm Desert utilizes the County guidelines. A preliminary site plan the proposed Project is shown on Exhibit 1. Exhibit 2 depicts the location of the proposed project in relation to the existing roadway network. It is anticipated that the Project would be fully developed by year 2027. Project will have full access at the Rembrandt Parkway future extension and at the future extension of Julie Drive. TRIP GENERATION In order to develop the traffic characteristics of the proposed project, trip‐generation statistics published in the Institute of Transportation Engineers (ITE) Trip Generation (11th Edition, 2021) manual for the proposed land uses (ITE Land Use Codes: 210, 215, and 220) are used. Table 1 presents the trip generation rates and the resulting trip generation summary for the proposed Project. As shown in Table 1, the Project is anticipated to generate a net total of 7,267trip‐ends per day with 476 AM peak hour trips and 607 PM peak hour trips. TRIP DISTRIBUTION AND TRIP ASSIGNMENT The trip distribution pattern is heavily influenced by the geographical location of the site, the location of surrounding uses, and the proximity to the regional freeway system. Exhibit 3 presents the Project 1.1-1 Mr. Randy Bowman City of Palm Desert April 7, 2022 Page 2 14702‐02 TA & VMT Scope.docx distribution pattern. Based on the identified Project traffic generation and trip distribution patterns, Project ADT and peak hour intersection turning movement volumes are shown on Exhibit 4. ANALYSIS SCENARIOS Consistent with the County’s LOS guidelines, intersection analysis will be provided for the following analysis scenarios: Existing (2022) Conditions Existing plus Ambient plus Project (EAP) (2027) Existing plus Ambient plus Project plus Cumulative (EAPC) (2027) EAP traffic conditions will be utilized to determine direct Project traffic impacts, while the Interim Year (2027) With Project analysis will be utilized to determine the Project’s cumulatively considerable impacts (subject to payment of fees/fair share). The City of Palm Desert General Plan Circulation Element is depicted on Exhibit 5, while the accompanying roadway cross‐sections are presented on Exhibit 6. STUDY AREA The traffic impact study area was defined in conformance with the requirements of County of Riverside’s Transportation Analysis Guidelines for Level of Service & Vehicle Miles Traveled. Consistent with the County’s LOS guidelines, study area intersections have been identified for the Project based on the contribution of 50 or more peak hour trips. Based on this criterion, anticipated trip generation and trip distribution, the following intersections will be evaluated: ID Intersection Location ID Intersection Location 1 Monterey Avenue / Gerald Ford Drive 7 Cook Street / Gerald Ford Drive 2 Gateway Drive / Gerald Ford Drive 8 Portola Road / College Drive – Julie Drive 3 Rembrandt Parkway – Street “A”/ Gerald Ford Drive 9 Portola Road / Frank Sinatra Drive 4 Portola Road / Gerald Ford Drive 10 Portola Road / Country Club Drive 5 Pacific Avenue / Gerald Ford Drive 11 Monterey Avenue / Dinah Shore Drive 6 Technology Drive / Gerald Ford Drive Exhibit 2 identifies the proposed study area intersection analysis locations. LEVEL OF SERVICE (LOS) CRITERIA Per the City of Palm Desert’s General Plan, LOS D as the threshold for acceptable traffic conditions on the circulation network. 1.1-2 Mr. Randy Bowman City of Palm Desert April 7, 2022 Page 3 14702‐02 TA & VMT Scope.docx PREFERRED ANALYSIS METHODOLOGY For the purposes of this analysis, signalized intersection operations analysis will be based on the methodology described in the Highway Capacity Manual (6th Edition). Intersection LOS operations are based on an intersection’s average control delay. Unsignalized intersections will be evaluated using the methodology described in the HCM 6th Edition. At two‐way or side‐street stop‐controlled intersections, LOS is calculated for each controlled movement and for the left turn movement from the major street, as well as for the intersection as a whole. For approaches composed of a single lane, the delay is computed as the average of all movements in that lane. EXISTING 2022 VOLUMES For the existing study area intersections, new traffic counts will be collected in April 2022 during the following timeframes: 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM. CUMULATIVE DEVELOPMENT TRAFFIC It is requested that City staff review the list of cumulative development projects (shown on Exhibit 7 and listed on Table 2) for inclusion in the traffic study. Consistent with other studies performed in the area, an ambient growth rate of 2% per year will be utilized as a minimum if necessary. The rate will be compounded over a 5‐year period (i.e., 1.025years = 1.104 or 10.4%) for Interim Year (2027) conditions. Where available, mitigation measures from the traffic studies prepared for nearby cumulative developments will be reviewed for consistency with the findings of this Project traffic analysis. VEHICLE MILES TRAVELED (VMT) SCREENING The VMT screening assessment will be prepared under separate cover. The California Environmental Quality Act (CEQA) procedures for determination of transportation impacts have recently changed to an evaluation of Vehicle Miles Traveled (VMT) rather than vehicle delay or level of service, due to Senate Bill 743 (SB 743). County of Riverside VMT screening guidelines will be applied to the project. Please review this scoping agreement let us know if it is acceptable, or if the City requests any changes to this proposed scope of work. If you have any questions, please contact John Kain at (949) 375‐2435 or Marlie Whiteman (714) 585‐0574. Respectfully submitted, URBAN CROSSROADS, INC. John Kain, AICP Marlie Whiteman, PE Principal Senior Associate 1.1-3 In Out Total In Out Total Single Family Detached 210 248 DU 0.18 0.52 0.70 0.59 0.34 0.93 9.43 Rental Homes 220 302 DU 0.10 0.30 0.40 0.32 0.19 0.51 6.74 Paired Housing 215 150 DU 0.15 0.33 0.48 0.32 0.25 0.57 7.20 Apartments 220 269 DU 0.10 0.30 0.40 0.32 0.19 0.51 6.74 In Out Total In Out Total Single Family Detached 210 248 DU 45 129 174 146 84 230 2,339 Rental Homes 220 302 DU 30 91 121 97 57 154 2,035 Paired Housing 215 150 DU 23 50 73 48 38 86 1,080 Apartments 220 269 DU 27 81 108 86 51 137 1,813 125 351 476 377 230 607 7,267 F:\UXRjobs\_14600‐15000\14702\Excel\[14702 ‐ Scope.xlsx]Trip Gen Land Use ITE LU Code Quantity 2 AM Peak Hour PM Peak Hour Daily Trip Generation Results TOTAL 1 Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, 11th Edition (2021). 2 DU = Dwelling Unit Land Use ITE LU Code Quantity 2 AM Peak Hour PM Peak Hour Daily TABLE 1: PROJECT TRIP GENERATION SUMMARY Trip Generation Rates1 1.1-4 NOPARKINGNOPARKING NOPARKING NOPARKINGNOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Jeri Lane Cosmopolitan Lane Portola Pointe Lane Imperial Court West Kingston Court West West Petunia Place Chinook Circle WestPA 77.8 ac.PA 111.9 ac.PA 216.5 ac.PA 324.8 ac.PA 4PA 416.7 ac.PA 63.9 ac.PA 524.8 ac.22.6 du/ac.269 Units10 - 20 du/ac.330 Units4 - 5 du/ac.106 Lots7 - 9 du/ac.128 Lots4 - 5 du/ac.105 LotsPA 7Open Space /CirculationCommunity /Amenity CenterPLANNING AREAS EXHIBITREFUGE PALM DESERT34200 Bob Hope Drive, Rancho Mirage, CA 92270760.320.9811 msaconsultinginc.comMSA CONSULTING, INC.> PLANNING > CIVIL ENGINEERING > LAND SURVEYINGMARCH 14, 2022N.T.S.LegendPlanning AreaPlanning Area 1*Planning Area 2Planning Area 3Planning Area 4Planning Area 5Planning Area 6Planning Area 7AreaDensityRange11.9 ac.16.5 ac.24.8 ac.16.7 ac.24.8 ac.3.9 ac.7.8 ac.Up to 22.6 du/ac.10 - 18.3 du/ac.4 - 5 du/ac.7 - 9 du/ac.4 - 5 du/ac.--269165 - 302 Units99 - 124 Lots117 - 150 Lots99 - 124 Lots--Total106.4 ac. -749 - 969Planned Units269302 106128105--910*Note:Approved Vitalia project. No change proposed.1.1-5 1.1-6 1.1-7 1.1-8 1.1-9 1.1-10 1.1-11 ID Project Name Land Use1 Quantity Units2 PD8 Fairfield Inn & Suites Marriott Hotel Hotel 108 RM SFDR 166 DU Multi‐Family 612 DU Commercial 551.0 TSF Hotel 250 RM PD11 Scotelle Office Building Commercial 10.732 TSF SFDR 773 DU Multi‐Family 336 DU Congregate Care 161 DU Assisted Living 150 DU SFDR 288 DU Multi‐Family 182 DU PD14 Dolce SFDR 159 DU PD15 Spanish Walk Multi‐Family 150 DU PD17 Falling Waters SFDR 159 DU PD18 The Sands Apartments Apartments (with 20% affordable housing) 388 DU SFDR 111 DU Multi‐Family 114 DU Multi‐Family 384 DU Commercial 120.0 TSF PD27 Wolff Cottages Senior Adult Living 167.0 DU PD28 Portola Av./Frank Sinatra Dr. Residential Multi‐Family 402 DU PD29 Monterey Crossings Commercial 120.0 TSF PD30 Santa Barbara Apartment Multi‐Family 48 DU Resort Hotel 350 RM Surf Lagoon 1350 Guests Shopping Center 4.0 TSF High‐Turnover (Sit‐Down) Restaurant 11.250 TSF PD34 The Retreat at Desert Willow Condominiums 112 DU PD36 Laboratory/Office Space Building Laboratory/Office Space 20.5 TSF PD37 Lennar Single Family ‐ Attached Residential 196 DU PD38 Urban Crossings (UHC)Multi‐Family 176 DU RM5 PDP 13003/FDP 13004 SFDR 32 DU RM17 TTM 36623/PDP 14003 SFDR 17 DU RM28 TTM 32308 (Los Ranchos)SFDR 7 DU RM39 TPM 34233 SFDR 4 DU RM40 TPM 34741 SFDR 4 DU RM44 TPM 36683 SFDR 1 DU RM45 TPM 36849 SFDR 3 DU RM47 Monterey Medical Center Medical Office 75.164 TSF RM48 Pulte Homes / Del Webb Assisted Living 84 Beds Hotel 400 RM Retail 175.0 TSF Multi‐Family (Mid Rise)832 DU Single Family 1100 DU 1 SFDR = Single Family Detached Residential 2 DU = Dwelling Units; TSF = Thousand Square Feet; RM = Rooms F:\UXRjobs\_14600‐15000\14702\Excel\[14702 ‐ Scope.xlsx]CM List RM49 Section 31 Specific Plan PD12 University Park PD21 Ponderosa II PD25 Monterey Specific Plan PD13 Villa Portofino PD31 Desert Surf CITY OF RANCHO MIRAGE TABLE 2: CUMULATIVE DEVELOPMENT LAND USE SUMMARY CITY OF PALM DESERT PD10 Millennium Palm Desert 1.1-12 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx APPENDIX 3.1: TRAFFIC COUNTS – MARCH AND APRIL 2022 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx This Page Intentionally Left Blank File Name : 01_PLD_Mont_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Monterey Avenue E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Monterey Avenue Southbound Gerald Ford Drive Westbound Monterey Avenue Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 12 157 19 188 12 85 11 108 12 91 5 108 21 56 12 89 493 07:15 AM 9 162 15 186 19 84 16 119 17 110 10 137 8 39 25 72 514 07:30 AM 13 251 22 286 18 115 13 146 12 91 7 110 12 55 30 97 639 07:45 AM 9 317 26 352 24 98 16 138 29 151 4 184 20 59 29 108 782 Total 43 887 82 1012 73 382 56 511 70 443 26 539 61 209 96 366 2428 08:00 AM 9 207 20 236 21 109 15 145 25 129 5 159 24 64 33 121 661 08:15 AM 8 212 22 242 26 79 19 124 19 133 7 159 20 39 35 94 619 08:30 AM 12 243 25 280 25 66 9 100 22 146 5 173 21 57 36 114 667 08:45 AM 7 246 21 274 19 86 14 119 19 142 11 172 29 60 22 111 676 Total 36 908 88 1032 91 340 57 488 85 550 28 663 94 220 126 440 2623 Grand Total 79 1795 170 2044 164 722 113 999 155 993 54 1202 155 429 222 806 5051 Apprch %3.9 87.8 8.3 16.4 72.3 11.3 12.9 82.6 4.5 19.2 53.2 27.5 Total %1.6 35.5 3.4 40.5 3.2 14.3 2.2 19.8 3.1 19.7 1.1 23.8 3.1 8.5 4.4 16 Monterey Avenue Southbound Gerald Ford Drive Westbound Monterey Avenue Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 9 317 26 352 24 98 16 138 29 151 4 184 20 59 29 108 782 08:00 AM 9 207 20 236 21 109 15 145 25 129 5 159 24 64 33 121 661 08:15 AM 8 212 22 242 26 79 19 124 19 133 7 159 20 39 35 94 619 08:30 AM 12 243 25 280 25 66 9 100 22 146 5 173 21 57 36 114 667 Total Volume 38 979 93 1110 96 352 59 507 95 559 21 675 85 219 133 437 2729 % App. Total 3.4 88.2 8.4 18.9 69.4 11.6 14.1 82.8 3.1 19.5 50.1 30.4 PHF .792 .772 .894 .788 .923 .807 .776 .874 .819 .925 .750 .917 .885 .855 .924 .903 .872 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-1 File Name : 01_PLD_Mont_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Monterey Avenue E/W: Gerald Ford Drive Weather: Clear Monterey Avenue Gerald Ford Drive Gerald Ford Drive Monterey Avenue Right 93 Thru 979 Left 38 InOut Total 703 1110 1813 Right59 Thru352 Left96 OutTotalIn278 507 785 Left 95 Thru 559 Right 21 Out TotalIn 1208 675 1883 Left85 Thru219 Right133 TotalOutIn540 437 977 Peak Hour Begins at 07:45 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:45 AM 08:00 AM +0 mins.13 251 22 286 18 115 13 146 29 151 4 184 24 64 33 121 +15 mins.9 317 26 352 24 98 16 138 25 129 5 159 20 39 35 94 +30 mins.9 207 20 236 21 109 15 145 19 133 7 159 21 57 36 114 +45 mins.8 212 22 242 26 79 19 124 22 146 5 173 29 60 22 111 Total Volume 39 987 90 1116 89 401 63 553 95 559 21 675 94 220 126 440 % App. Total 3.5 88.4 8.1 16.1 72.5 11.4 14.1 82.8 3.1 21.4 50 28.6 PHF .750 .778 .865 .793 .856 .872 .829 .947 .819 .925 .750 .917 .810 .859 .875 .909 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-2 File Name : 01_PLD_Mont_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Monterey Avenue E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Monterey Avenue Southbound Gerald Ford Drive Westbound Monterey Avenue Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 7 210 26 243 16 84 20 120 26 234 18 278 32 78 16 126 767 04:15 PM 7 211 30 248 20 61 14 95 46 300 20 366 26 62 28 116 825 04:30 PM 10 209 16 235 29 77 30 136 16 263 24 303 34 64 20 118 792 04:45 PM 16 208 27 251 14 56 15 85 28 261 17 306 30 47 24 101 743 Total 40 838 99 977 79 278 79 436 116 1058 79 1253 122 251 88 461 3127 05:00 PM 11 192 21 224 13 62 15 90 23 246 17 286 28 71 31 130 730 05:15 PM 9 199 20 228 26 50 19 95 39 291 14 344 39 78 28 145 812 05:30 PM 9 203 21 233 14 64 13 91 27 233 12 272 85 81 54 220 816 05:45 PM 5 190 20 215 24 53 9 86 30 226 21 277 59 84 28 171 749 Total 34 784 82 900 77 229 56 362 119 996 64 1179 211 314 141 666 3107 Grand Total 74 1622 181 1877 156 507 135 798 235 2054 143 2432 333 565 229 1127 6234 Apprch %3.9 86.4 9.6 19.5 63.5 16.9 9.7 84.5 5.9 29.5 50.1 20.3 Total %1.2 26 2.9 30.1 2.5 8.1 2.2 12.8 3.8 32.9 2.3 39 5.3 9.1 3.7 18.1 Monterey Avenue Southbound Gerald Ford Drive Westbound Monterey Avenue Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 7 210 26 243 16 84 20 120 26 234 18 278 32 78 16 126 767 04:15 PM 7 211 30 248 20 61 14 95 46 300 20 366 26 62 28 116 825 04:30 PM 10 209 16 235 29 77 30 136 16 263 24 303 34 64 20 118 792 04:45 PM 16 208 27 251 14 56 15 85 28 261 17 306 30 47 24 101 743 Total Volume 40 838 99 977 79 278 79 436 116 1058 79 1253 122 251 88 461 3127 % App. Total 4.1 85.8 10.1 18.1 63.8 18.1 9.3 84.4 6.3 26.5 54.4 19.1 PHF .625 .993 .825 .973 .681 .827 .658 .801 .630 .882 .823 .856 .897 .804 .786 .915 .948 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-3 File Name : 01_PLD_Mont_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Monterey Avenue E/W: Gerald Ford Drive Weather: Clear Monterey Avenue Gerald Ford Drive Gerald Ford Drive Monterey Avenue Right 99 Thru 838 Left 40 InOut Total 1259 977 2236 Right79 Thru278 Left79 OutTotalIn370 436 806 Left 116 Thru 1058 Right 79 Out TotalIn 1005 1253 2258 Left122 Thru251 Right88 TotalOutIn493 461 954 Peak Hour Begins at 04:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:15 PM 05:00 PM +0 mins.7 210 26 243 16 84 20 120 46 300 20 366 28 71 31 130 +15 mins.7 211 30 248 20 61 14 95 16 263 24 303 39 78 28 145 +30 mins.10 209 16 235 29 77 30 136 28 261 17 306 85 81 54 220 +45 mins.16 208 27 251 14 56 15 85 23 246 17 286 59 84 28 171 Total Volume 40 838 99 977 79 278 79 436 113 1070 78 1261 211 314 141 666 % App. Total 4.1 85.8 10.1 18.1 63.8 18.1 9 84.9 6.2 31.7 47.1 21.2 PHF .625 .993 .825 .973 .681 .827 .658 .801 .614 .892 .813 .861 .621 .935 .653 .757 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-4 File Name : 02_PLD_Gate_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Gateway Drive E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Gateway Drive Southbound Gerald Ford Drive Westbound Gerald Ford Drive Eastbound Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 07:00 AM 12 6 18 104 10 114 5 66 71 203 07:15 AM 17 5 22 105 16 121 7 51 58 201 07:30 AM 33 6 39 128 17 145 6 70 76 260 07:45 AM 38 12 50 124 35 159 2 74 76 285 Total 100 29 129 461 78 539 20 261 281 949 08:00 AM 21 4 25 134 15 149 8 81 89 263 08:15 AM 21 7 28 92 12 104 2 55 57 189 08:30 AM 26 5 31 75 12 87 6 73 79 197 08:45 AM 17 13 30 107 21 128 4 80 84 242 Total 85 29 114 408 60 468 20 289 309 891 Grand Total 185 58 243 869 138 1007 40 550 590 1840 Apprch %76.1 23.9 86.3 13.7 6.8 93.2 Total %10.1 3.2 13.2 47.2 7.5 54.7 2.2 29.9 32.1 Gateway Drive Southbound Gerald Ford Drive Westbound Gerald Ford Drive Eastbound Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 17 5 22 105 16 121 7 51 58 201 07:30 AM 33 6 39 128 17 145 6 70 76 260 07:45 AM 38 12 50 124 35 159 2 74 76 285 08:00 AM 21 4 25 134 15 149 8 81 89 263 Total Volume 109 27 136 491 83 574 23 276 299 1009 % App. Total 80.1 19.9 85.5 14.5 7.7 92.3 PHF .717 .563 .680 .916 .593 .903 .719 .852 .840 .885 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-5 File Name : 02_PLD_Gate_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Gateway Drive E/W: Gerald Ford Drive Weather: Clear Gateway Drive Gerald Ford Drive Gerald Ford Drive Right 27 Left 109 InOut Total 106 136 242 Right83 Thru491 OutTotalIn385 574 959 Left23 Thru276 TotalOutIn518 299 817 Peak Hour Begins at 07:15 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:15 AM 08:00 AM +0 mins.33 6 39 105 16 121 8 81 89 +15 mins.38 12 50 128 17 145 2 55 57 +30 mins.21 4 25 124 35 159 6 73 79 +45 mins.21 7 28 134 15 149 4 80 84 Total Volume 113 29 142 491 83 574 20 289 309 % App. Total 79.6 20.4 85.5 14.5 6.5 93.5 PHF .743 .604 .710 .916 .593 .903 .625 .892 .868 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-6 File Name : 02_PLD_Gate_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Gateway Drive E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Gateway Drive Southbound Gerald Ford Drive Westbound Gerald Ford Drive Eastbound Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total 04:00 PM 29 29 58 104 13 117 10 94 104 279 04:15 PM 25 25 50 80 15 95 11 85 96 241 04:30 PM 26 26 52 96 21 117 8 85 93 262 04:45 PM 22 22 44 88 16 104 11 76 87 235 Total 102 102 204 368 65 433 40 340 380 1017 05:00 PM 22 22 44 79 29 108 11 105 116 268 05:15 PM 13 13 26 74 30 104 8 100 108 238 05:30 PM 23 23 46 74 17 91 12 89 101 238 05:45 PM 25 25 50 64 18 82 10 66 76 208 Total 83 83 166 291 94 385 41 360 401 952 Grand Total 185 185 370 659 159 818 81 700 781 1969 Apprch %50 50 80.6 19.4 10.4 89.6 Total %9.4 9.4 18.8 33.5 8.1 41.5 4.1 35.6 39.7 Gateway Drive Southbound Gerald Ford Drive Westbound Gerald Ford Drive Eastbound Start Time Left Right App. Total Thru Right App. Total Left Thru App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 29 29 58 104 13 117 10 94 104 279 04:15 PM 25 25 50 80 15 95 11 85 96 241 04:30 PM 26 26 52 96 21 117 8 85 93 262 04:45 PM 22 22 44 88 16 104 11 76 87 235 Total Volume 102 102 204 368 65 433 40 340 380 1017 % App. Total 50 50 85 15 10.5 89.5 PHF .879 .879 .879 .885 .774 .925 .909 .904 .913 .911 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-7 File Name : 02_PLD_Gate_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Gateway Drive E/W: Gerald Ford Drive Weather: Clear Gateway Drive Gerald Ford Drive Gerald Ford Drive Right 102 Left 102 InOut Total 105 204 309 Right65 Thru368 OutTotalIn442 433 875 Left40 Thru340 TotalOutIn470 380 850 Peak Hour Begins at 04:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:45 PM +0 mins.29 29 58 104 13 117 11 76 87 +15 mins.25 25 50 80 15 95 11 105 116 +30 mins.26 26 52 96 21 117 8 100 108 +45 mins.22 22 44 88 16 104 12 89 101 Total Volume 102 102 204 368 65 433 42 370 412 % App. Total 50 50 85 15 10.2 89.8 PHF .879 .879 .879 .885 .774 .925 .875 .881 .888 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-8 File Name : 03_PLD_Rem_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Rembrandt Parkway/Street A E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Rembrandt Parkway Southbound Gerald Ford Drive Westbound Street A Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 6 0 7 13 0 118 5 123 0 0 0 0 0 60 0 60 196 07:15 AM 10 0 6 16 0 115 2 117 0 0 0 0 3 73 0 76 209 07:30 AM 12 0 14 26 0 132 3 135 0 0 0 0 6 84 0 90 251 07:45 AM 19 0 10 29 0 148 7 155 0 0 0 0 1 91 0 92 276 Total 47 0 37 84 0 513 17 530 0 0 0 0 10 308 0 318 932 08:00 AM 4 0 10 14 0 136 10 146 0 0 0 0 6 81 0 87 247 08:15 AM 3 0 12 15 0 92 6 98 0 0 0 0 5 80 0 85 198 08:30 AM 6 0 9 15 0 74 6 80 0 0 0 0 2 88 0 90 185 08:45 AM 6 0 7 13 0 124 3 127 0 0 0 0 5 91 0 96 236 Total 19 0 38 57 0 426 25 451 0 0 0 0 18 340 0 358 866 Grand Total 66 0 75 141 0 939 42 981 0 0 0 0 28 648 0 676 1798 Apprch %46.8 0 53.2 0 95.7 4.3 0 0 0 4.1 95.9 0 Total %3.7 0 4.2 7.8 0 52.2 2.3 54.6 0 0 0 0 1.6 36 0 37.6 Rembrandt Parkway Southbound Gerald Ford Drive Westbound Street A Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 10 0 6 16 0 115 2 117 0 0 0 0 3 73 0 76 209 07:30 AM 12 0 14 26 0 132 3 135 0 0 0 0 6 84 0 90 251 07:45 AM 19 0 10 29 0 148 7 155 0 0 0 0 1 91 0 92 276 08:00 AM 4 0 10 14 0 136 10 146 0 0 0 0 6 81 0 87 247 Total Volume 45 0 40 85 0 531 22 553 0 0 0 0 16 329 0 345 983 % App. Total 52.9 0 47.1 0 96 4 0 0 0 4.6 95.4 0 PHF .592 .000 .714 .733 .000 .897 .550 .892 .000 .000 .000 .000 .667 .904 .000 .938 .890 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-9 File Name : 03_PLD_Rem_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Rembrandt Parkway/Street A E/W: Gerald Ford Drive Weather: Clear Rembrandt Parkway Gerald Ford Drive Gerald Ford Drive Street A Right 40 Thru 0 Left 45 InOut Total 38 85 123 Right22 Thru531 Left0 OutTotalIn374 553 927 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left16 Thru329 Right0 TotalOutIn571 345 916 Peak Hour Begins at 07:15 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:00 AM 08:00 AM +0 mins.10 0 6 16 0 115 2 117 0 0 0 0 6 81 0 87 +15 mins.12 0 14 26 0 132 3 135 0 0 0 0 5 80 0 85 +30 mins.19 0 10 29 0 148 7 155 0 0 0 0 2 88 0 90 +45 mins.4 0 10 14 0 136 10 146 0 0 0 0 5 91 0 96 Total Volume 45 0 40 85 0 531 22 553 0 0 0 0 18 340 0 358 % App. Total 52.9 0 47.1 0 96 4 0 0 0 5 95 0 PHF .592 .000 .714 .733 .000 .897 .550 .892 .000 .000 .000 .000 .750 .934 .000 .932 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-10 File Name : 03_PLD_Rem_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Rembrandt Parkway/Street A E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Rembrandt Parkway Southbound Gerald Ford Drive Westbound Street A Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 2 0 5 7 0 114 14 128 0 0 0 0 11 102 0 113 248 04:15 PM 5 0 5 10 0 94 3 97 0 0 0 0 3 112 0 115 222 04:30 PM 3 0 4 7 0 98 13 111 0 0 0 0 12 103 0 115 233 04:45 PM 2 0 6 8 0 94 6 100 0 0 0 0 5 103 0 108 216 Total 12 0 20 32 0 400 36 436 0 0 0 0 31 420 0 451 919 05:00 PM 9 0 7 16 0 88 10 98 0 0 0 0 9 123 0 132 246 05:15 PM 4 0 5 9 0 97 8 105 0 0 0 0 11 112 0 123 237 05:30 PM 7 0 5 12 0 81 9 90 0 0 0 0 5 115 0 120 222 05:45 PM 2 0 4 6 0 78 8 86 0 0 0 0 8 94 0 102 194 Total 22 0 21 43 0 344 35 379 0 0 0 0 33 444 0 477 899 Grand Total 34 0 41 75 0 744 71 815 0 0 0 0 64 864 0 928 1818 Apprch %45.3 0 54.7 0 91.3 8.7 0 0 0 6.9 93.1 0 Total %1.9 0 2.3 4.1 0 40.9 3.9 44.8 0 0 0 0 3.5 47.5 0 51 Rembrandt Parkway Southbound Gerald Ford Drive Westbound Street A Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 3 0 4 7 0 98 13 111 0 0 0 0 12 103 0 115 233 04:45 PM 2 0 6 8 0 94 6 100 0 0 0 0 5 103 0 108 216 05:00 PM 9 0 7 16 0 88 10 98 0 0 0 0 9 123 0 132 246 05:15 PM 4 0 5 9 0 97 8 105 0 0 0 0 11 112 0 123 237 Total Volume 18 0 22 40 0 377 37 414 0 0 0 0 37 441 0 478 932 % App. Total 45 0 55 0 91.1 8.9 0 0 0 7.7 92.3 0 PHF .500 .000 .786 .625 .000 .962 .712 .932 .000 .000 .000 .000 .771 .896 .000 .905 .947 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-11 File Name : 03_PLD_Rem_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Rembrandt Parkway/Street A E/W: Gerald Ford Drive Weather: Clear Rembrandt Parkway Gerald Ford Drive Gerald Ford Drive Street A Right 22 Thru 0 Left 18 InOut Total 74 40 114 Right37 Thru377 Left0 OutTotalIn459 414 873 Left 0 Thru 0 Right 0 Out TotalIn 0 0 0 Left37 Thru441 Right0 TotalOutIn399 478 877 Peak Hour Begins at 04:30 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:00 PM 04:00 PM 04:45 PM +0 mins.2 0 6 8 0 114 14 128 0 0 0 0 5 103 0 108 +15 mins.9 0 7 16 0 94 3 97 0 0 0 0 9 123 0 132 +30 mins.4 0 5 9 0 98 13 111 0 0 0 0 11 112 0 123 +45 mins.7 0 5 12 0 94 6 100 0 0 0 0 5 115 0 120 Total Volume 22 0 23 45 0 400 36 436 0 0 0 0 30 453 0 483 % App. Total 48.9 0 51.1 0 91.7 8.3 0 0 0 6.2 93.8 0 PHF .611 .000 .821 .703 .000 .877 .643 .852 .000 .000 .000 .000 .682 .921 .000 .915 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-12 File Name : 04_PLD_Por_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Portola Road E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Portola Road Southbound Gerald Ford Drive Westbound Portola Road Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 15 33 2 50 9 91 25 125 22 31 2 55 1 47 22 70 300 07:15 AM 17 53 0 70 6 101 38 145 11 39 5 55 0 48 30 78 348 07:30 AM 13 55 1 69 13 112 38 163 23 60 7 90 4 54 51 109 431 07:45 AM 28 62 0 90 7 132 54 193 25 74 14 113 0 57 46 103 499 Total 73 203 3 279 35 436 155 626 81 204 28 313 5 206 149 360 1578 08:00 AM 17 45 1 63 7 116 31 154 39 55 13 107 2 68 27 97 421 08:15 AM 11 45 1 57 9 60 39 108 29 74 6 109 0 40 29 69 343 08:30 AM 15 46 3 64 4 78 42 124 15 48 8 71 0 67 36 103 362 08:45 AM 20 53 1 74 3 87 30 120 33 53 9 95 3 63 36 102 391 Total 63 189 6 258 23 341 142 506 116 230 36 382 5 238 128 371 1517 Grand Total 136 392 9 537 58 777 297 1132 197 434 64 695 10 444 277 731 3095 Apprch %25.3 73 1.7 5.1 68.6 26.2 28.3 62.4 9.2 1.4 60.7 37.9 Total %4.4 12.7 0.3 17.4 1.9 25.1 9.6 36.6 6.4 14 2.1 22.5 0.3 14.3 8.9 23.6 Portola Road Southbound Gerald Ford Drive Westbound Portola Road Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 17 53 0 70 6 101 38 145 11 39 5 55 0 48 30 78 348 07:30 AM 13 55 1 69 13 112 38 163 23 60 7 90 4 54 51 109 431 07:45 AM 28 62 0 90 7 132 54 193 25 74 14 113 0 57 46 103 499 08:00 AM 17 45 1 63 7 116 31 154 39 55 13 107 2 68 27 97 421 Total Volume 75 215 2 292 33 461 161 655 98 228 39 365 6 227 154 387 1699 % App. Total 25.7 73.6 0.7 5 70.4 24.6 26.8 62.5 10.7 1.6 58.7 39.8 PHF .670 .867 .500 .811 .635 .873 .745 .848 .628 .770 .696 .808 .375 .835 .755 .888 .851 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-13 File Name : 04_PLD_Por_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Portola Road E/W: Gerald Ford Drive Weather: Clear Portola Road Gerald Ford Drive Gerald Ford Drive Portola Road Right 2 Thru 215 Left 75 InOut Total 395 292 687 Right161 Thru461 Left33 OutTotalIn341 655 996 Left 98 Thru 228 Right 39 Out TotalIn 402 365 767 Left6 Thru227 Right154 TotalOutIn561 387 948 Peak Hour Begins at 07:15 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 07:30 AM 07:15 AM +0 mins.17 53 0 70 6 101 38 145 23 60 7 90 0 48 30 78 +15 mins.13 55 1 69 13 112 38 163 25 74 14 113 4 54 51 109 +30 mins.28 62 0 90 7 132 54 193 39 55 13 107 0 57 46 103 +45 mins.17 45 1 63 7 116 31 154 29 74 6 109 2 68 27 97 Total Volume 75 215 2 292 33 461 161 655 116 263 40 419 6 227 154 387 % App. Total 25.7 73.6 0.7 5 70.4 24.6 27.7 62.8 9.5 1.6 58.7 39.8 PHF .670 .867 .500 .811 .635 .873 .745 .848 .744 .889 .714 .927 .375 .835 .755 .888 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-14 File Name : 04_PLD_Por_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Portola Road E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Portola Road Southbound Gerald Ford Drive Westbound Portola Road Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 33 71 1 105 7 86 31 124 40 74 13 127 1 77 24 102 458 04:15 PM 31 53 2 86 13 62 29 104 32 67 19 118 0 82 28 110 418 04:30 PM 38 51 2 91 1 80 30 111 24 69 15 108 3 79 33 115 425 04:45 PM 36 52 4 92 12 70 25 107 25 72 4 101 0 60 29 89 389 Total 138 227 9 374 33 298 115 446 121 282 51 454 4 298 114 416 1690 05:00 PM 35 42 0 77 10 63 25 98 28 66 9 103 1 99 33 133 411 05:15 PM 23 49 1 73 7 74 18 99 32 76 8 116 2 91 26 119 407 05:30 PM 36 57 0 93 8 59 21 88 33 57 6 96 2 96 22 120 397 05:45 PM 21 43 0 64 12 60 22 94 25 40 14 79 1 69 30 100 337 Total 115 191 1 307 37 256 86 379 118 239 37 394 6 355 111 472 1552 Grand Total 253 418 10 681 70 554 201 825 239 521 88 848 10 653 225 888 3242 Apprch %37.2 61.4 1.5 8.5 67.2 24.4 28.2 61.4 10.4 1.1 73.5 25.3 Total %7.8 12.9 0.3 21 2.2 17.1 6.2 25.4 7.4 16.1 2.7 26.2 0.3 20.1 6.9 27.4 Portola Road Southbound Gerald Ford Drive Westbound Portola Road Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 33 71 1 105 7 86 31 124 40 74 13 127 1 77 24 102 458 04:15 PM 31 53 2 86 13 62 29 104 32 67 19 118 0 82 28 110 418 04:30 PM 38 51 2 91 1 80 30 111 24 69 15 108 3 79 33 115 425 04:45 PM 36 52 4 92 12 70 25 107 25 72 4 101 0 60 29 89 389 Total Volume 138 227 9 374 33 298 115 446 121 282 51 454 4 298 114 416 1690 % App. Total 36.9 60.7 2.4 7.4 66.8 25.8 26.7 62.1 11.2 1 71.6 27.4 PHF .908 .799 .563 .890 .635 .866 .927 .899 .756 .953 .671 .894 .333 .909 .864 .904 .922 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-15 File Name : 04_PLD_Por_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Portola Road E/W: Gerald Ford Drive Weather: Clear Portola Road Gerald Ford Drive Gerald Ford Drive Portola Road Right 9 Thru 227 Left 138 InOut Total 401 374 775 Right115 Thru298 Left33 OutTotalIn487 446 933 Left 121 Thru 282 Right 51 Out TotalIn 374 454 828 Left4 Thru298 Right114 TotalOutIn428 416 844 Peak Hour Begins at 04:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 04:00 PM 05:00 PM +0 mins.33 71 1 105 7 86 31 124 40 74 13 127 1 99 33 133 +15 mins.31 53 2 86 13 62 29 104 32 67 19 118 2 91 26 119 +30 mins.38 51 2 91 1 80 30 111 24 69 15 108 2 96 22 120 +45 mins.36 52 4 92 12 70 25 107 25 72 4 101 1 69 30 100 Total Volume 138 227 9 374 33 298 115 446 121 282 51 454 6 355 111 472 % App. Total 36.9 60.7 2.4 7.4 66.8 25.8 26.7 62.1 11.2 1.3 75.2 23.5 PHF .908 .799 .563 .890 .635 .866 .927 .899 .756 .953 .671 .894 .750 .896 .841 .887 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-16 File Name : 05_PLD_Pac_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Dinah Shore/Pacific Avenue E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Dinah Shore Drive Southbound Gerald Ford Drive Westbound Pacific Avenue Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 5 2 1 8 11 121 5 137 3 1 3 7 0 56 10 66 218 07:15 AM 6 2 3 11 5 146 8 159 2 2 1 5 0 63 1 64 239 07:30 AM 6 1 5 12 1 156 1 158 1 0 0 1 0 80 1 81 252 07:45 AM 18 0 5 23 3 188 6 197 0 0 2 2 0 99 1 100 322 Total 35 5 14 54 20 611 20 651 6 3 6 15 0 298 13 311 1031 08:00 AM 6 0 2 8 1 140 6 147 2 4 0 6 0 93 2 95 256 08:15 AM 5 0 0 5 1 113 6 120 0 2 0 2 0 55 2 57 184 08:30 AM 16 2 3 21 3 114 9 126 1 2 1 4 0 89 2 91 242 08:45 AM 13 1 3 17 0 118 5 123 3 1 1 5 1 89 0 90 235 Total 40 3 8 51 5 485 26 516 6 9 2 17 1 326 6 333 917 Grand Total 75 8 22 105 25 1096 46 1167 12 12 8 32 1 624 19 644 1948 Apprch %71.4 7.6 21 2.1 93.9 3.9 37.5 37.5 25 0.2 96.9 3 Total %3.9 0.4 1.1 5.4 1.3 56.3 2.4 59.9 0.6 0.6 0.4 1.6 0.1 32 1 33.1 Dinah Shore Drive Southbound Gerald Ford Drive Westbound Pacific Avenue Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 6 2 3 11 5 146 8 159 2 2 1 5 0 63 1 64 239 07:30 AM 6 1 5 12 1 156 1 158 1 0 0 1 0 80 1 81 252 07:45 AM 18 0 5 23 3 188 6 197 0 0 2 2 0 99 1 100 322 08:00 AM 6 0 2 8 1 140 6 147 2 4 0 6 0 93 2 95 256 Total Volume 36 3 15 54 10 630 21 661 5 6 3 14 0 335 5 340 1069 % App. Total 66.7 5.6 27.8 1.5 95.3 3.2 35.7 42.9 21.4 0 98.5 1.5 PHF .500 .375 .750 .587 .500 .838 .656 .839 .625 .375 .375 .583 .000 .846 .625 .850 .830 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-17 File Name : 05_PLD_Pac_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Dinah Shore/Pacific Avenue E/W: Gerald Ford Drive Weather: Clear Dinah Shore Drive Gerald Ford Drive Gerald Ford Drive Pacific Avenue Right 15 Thru 3 Left 36 InOut Total 27 54 81 Right21 Thru630 Left10 OutTotalIn374 661 1035 Left 5 Thru 6 Right 3 Out TotalIn 18 14 32 Left0 Thru335 Right5 TotalOutIn650 340 990 Peak Hour Begins at 07:15 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:15 AM 08:00 AM 07:45 AM +0 mins.18 0 5 23 5 146 8 159 2 4 0 6 0 99 1 100 +15 mins.6 0 2 8 1 156 1 158 0 2 0 2 0 93 2 95 +30 mins.5 0 0 5 3 188 6 197 1 2 1 4 0 55 2 57 +45 mins.16 2 3 21 1 140 6 147 3 1 1 5 0 89 2 91 Total Volume 45 2 10 57 10 630 21 661 6 9 2 17 0 336 7 343 % App. Total 78.9 3.5 17.5 1.5 95.3 3.2 35.3 52.9 11.8 0 98 2 PHF .625 .250 .500 .620 .500 .838 .656 .839 .500 .563 .500 .708 .000 .848 .875 .858 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-18 File Name : 05_PLD_Pac_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Dinah Shore/Pacific Avenue E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Dinah Shore Drive Southbound Gerald Ford Drive Westbound Pacific Avenue Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 23 2 0 25 1 117 10 128 2 1 1 4 2 135 1 138 295 04:15 PM 12 1 1 14 1 104 13 118 2 0 0 2 4 119 1 124 258 04:30 PM 13 0 2 15 0 112 13 125 0 1 1 2 1 133 0 134 276 04:45 PM 11 1 1 13 1 109 8 118 2 1 0 3 2 103 1 106 240 Total 59 4 4 67 3 442 44 489 6 3 2 11 9 490 3 502 1069 05:00 PM 23 0 1 24 0 96 6 102 3 1 1 5 1 138 2 141 272 05:15 PM 12 1 1 14 0 103 9 112 3 0 2 5 4 119 1 124 255 05:30 PM 8 1 1 10 0 92 11 103 0 1 1 2 1 131 0 132 247 05:45 PM 16 0 0 16 0 84 4 88 1 2 2 5 4 105 1 110 219 Total 59 2 3 64 0 375 30 405 7 4 6 17 10 493 4 507 993 Grand Total 118 6 7 131 3 817 74 894 13 7 8 28 19 983 7 1009 2062 Apprch %90.1 4.6 5.3 0.3 91.4 8.3 46.4 25 28.6 1.9 97.4 0.7 Total %5.7 0.3 0.3 6.4 0.1 39.6 3.6 43.4 0.6 0.3 0.4 1.4 0.9 47.7 0.3 48.9 Dinah Shore Drive Southbound Gerald Ford Drive Westbound Pacific Avenue Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 23 2 0 25 1 117 10 128 2 1 1 4 2 135 1 138 295 04:15 PM 12 1 1 14 1 104 13 118 2 0 0 2 4 119 1 124 258 04:30 PM 13 0 2 15 0 112 13 125 0 1 1 2 1 133 0 134 276 04:45 PM 11 1 1 13 1 109 8 118 2 1 0 3 2 103 1 106 240 Total Volume 59 4 4 67 3 442 44 489 6 3 2 11 9 490 3 502 1069 % App. Total 88.1 6 6 0.6 90.4 9 54.5 27.3 18.2 1.8 97.6 0.6 PHF .641 .500 .500 .670 .750 .944 .846 .955 .750 .750 .500 .688 .563 .907 .750 .909 .906 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-19 File Name : 05_PLD_Pac_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Dinah Shore/Pacific Avenue E/W: Gerald Ford Drive Weather: Clear Dinah Shore Drive Gerald Ford Drive Gerald Ford Drive Pacific Avenue Right 4 Thru 4 Left 59 InOut Total 56 67 123 Right44 Thru442 Left3 OutTotalIn551 489 1040 Left 6 Thru 3 Right 2 Out TotalIn 10 11 21 Left9 Thru490 Right3 TotalOutIn452 502 954 Peak Hour Begins at 04:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:00 PM 05:00 PM 05:00 PM +0 mins.23 2 0 25 1 117 10 128 3 1 1 5 1 138 2 141 +15 mins.12 1 1 14 1 104 13 118 3 0 2 5 4 119 1 124 +30 mins.13 0 2 15 0 112 13 125 0 1 1 2 1 131 0 132 +45 mins.11 1 1 13 1 109 8 118 1 2 2 5 4 105 1 110 Total Volume 59 4 4 67 3 442 44 489 7 4 6 17 10 493 4 507 % App. Total 88.1 6 6 0.6 90.4 9 41.2 23.5 35.3 2 97.2 0.8 PHF .641 .500 .500 .670 .750 .944 .846 .955 .583 .500 .750 .850 .625 .893 .500 .899 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-20 File Name : 06_PLD_Tech_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Technology Drive E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Technology Drive Southbound Gerald Ford Drive Westbound Technology Drive Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 15 2 6 23 2 123 7 132 3 6 6 15 3 52 6 61 231 07:15 AM 11 2 9 22 2 140 7 149 6 3 3 12 2 62 7 71 254 07:30 AM 12 2 7 21 2 164 8 174 1 8 7 16 9 67 4 80 291 07:45 AM 17 4 8 29 6 174 13 193 5 6 4 15 7 106 10 123 360 Total 55 10 30 95 12 601 35 648 15 23 20 58 21 287 27 335 1136 08:00 AM 20 9 8 37 4 131 14 149 4 5 5 14 13 68 6 87 287 08:15 AM 12 0 8 20 3 108 7 118 2 4 6 12 5 53 5 63 213 08:30 AM 11 3 6 20 0 122 11 133 4 9 4 17 4 87 3 94 264 08:45 AM 14 2 4 20 7 110 14 131 3 4 10 17 13 82 6 101 269 Total 57 14 26 97 14 471 46 531 13 22 25 60 35 290 20 345 1033 Grand Total 112 24 56 192 26 1072 81 1179 28 45 45 118 56 577 47 680 2169 Apprch %58.3 12.5 29.2 2.2 90.9 6.9 23.7 38.1 38.1 8.2 84.9 6.9 Total %5.2 1.1 2.6 8.9 1.2 49.4 3.7 54.4 1.3 2.1 2.1 5.4 2.6 26.6 2.2 31.4 Technology Drive Southbound Gerald Ford Drive Westbound Technology Drive Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 11 2 9 22 2 140 7 149 6 3 3 12 2 62 7 71 254 07:30 AM 12 2 7 21 2 164 8 174 1 8 7 16 9 67 4 80 291 07:45 AM 17 4 8 29 6 174 13 193 5 6 4 15 7 106 10 123 360 08:00 AM 20 9 8 37 4 131 14 149 4 5 5 14 13 68 6 87 287 Total Volume 60 17 32 109 14 609 42 665 16 22 19 57 31 303 27 361 1192 % App. Total 55 15.6 29.4 2.1 91.6 6.3 28.1 38.6 33.3 8.6 83.9 7.5 PHF .750 .472 .889 .736 .583 .875 .750 .861 .667 .688 .679 .891 .596 .715 .675 .734 .828 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-21 File Name : 06_PLD_Tech_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Technology Drive E/W: Gerald Ford Drive Weather: Clear Technology Drive Gerald Ford Drive Gerald Ford Drive Technology Drive Right 32 Thru 17 Left 60 InOut Total 95 109 204 Right42 Thru609 Left14 OutTotalIn382 665 1047 Left 16 Thru 22 Right 19 Out TotalIn 58 57 115 Left31 Thru303 Right27 TotalOutIn657 361 1018 Peak Hour Begins at 07:15 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:15 AM 08:00 AM 07:45 AM +0 mins.11 2 9 22 2 140 7 149 4 5 5 14 7 106 10 123 +15 mins.12 2 7 21 2 164 8 174 2 4 6 12 13 68 6 87 +30 mins.17 4 8 29 6 174 13 193 4 9 4 17 5 53 5 63 +45 mins.20 9 8 37 4 131 14 149 3 4 10 17 4 87 3 94 Total Volume 60 17 32 109 14 609 42 665 13 22 25 60 29 314 24 367 % App. Total 55 15.6 29.4 2.1 91.6 6.3 21.7 36.7 41.7 7.9 85.6 6.5 PHF .750 .472 .889 .736 .583 .875 .750 .861 .813 .611 .625 .882 .558 .741 .600 .746 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-22 File Name : 06_PLD_Tech_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Technology Drive E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Technology Drive Southbound Gerald Ford Drive Westbound Technology Drive Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 9 5 12 26 1 104 14 119 15 5 1 21 11 157 3 171 337 04:15 PM 18 4 9 31 2 103 14 119 6 3 7 16 14 112 3 129 295 04:30 PM 24 3 11 38 1 105 7 113 8 3 15 26 9 140 4 153 330 04:45 PM 18 0 14 32 2 93 2 97 17 4 13 34 3 101 1 105 268 Total 69 12 46 127 6 405 37 448 46 15 36 97 37 510 11 558 1230 05:00 PM 20 3 8 31 4 73 4 81 14 0 13 27 3 157 4 164 303 05:15 PM 10 4 2 16 1 103 16 120 10 4 9 23 10 131 4 145 304 05:30 PM 12 0 5 17 0 87 15 102 10 3 4 17 6 132 3 141 277 05:45 PM 5 2 3 10 1 77 16 94 10 4 1 15 12 109 3 124 243 Total 47 9 18 74 6 340 51 397 44 11 27 82 31 529 14 574 1127 Grand Total 116 21 64 201 12 745 88 845 90 26 63 179 68 1039 25 1132 2357 Apprch %57.7 10.4 31.8 1.4 88.2 10.4 50.3 14.5 35.2 6 91.8 2.2 Total %4.9 0.9 2.7 8.5 0.5 31.6 3.7 35.9 3.8 1.1 2.7 7.6 2.9 44.1 1.1 48 Technology Drive Southbound Gerald Ford Drive Westbound Technology Drive Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 9 5 12 26 1 104 14 119 15 5 1 21 11 157 3 171 337 04:15 PM 18 4 9 31 2 103 14 119 6 3 7 16 14 112 3 129 295 04:30 PM 24 3 11 38 1 105 7 113 8 3 15 26 9 140 4 153 330 04:45 PM 18 0 14 32 2 93 2 97 17 4 13 34 3 101 1 105 268 Total Volume 69 12 46 127 6 405 37 448 46 15 36 97 37 510 11 558 1230 % App. Total 54.3 9.4 36.2 1.3 90.4 8.3 47.4 15.5 37.1 6.6 91.4 2 PHF .719 .600 .821 .836 .750 .964 .661 .941 .676 .750 .600 .713 .661 .812 .688 .816 .912 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-23 File Name : 06_PLD_Tech_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Technology Drive E/W: Gerald Ford Drive Weather: Clear Technology Drive Gerald Ford Drive Gerald Ford Drive Technology Drive Right 46 Thru 12 Left 69 InOut Total 89 127 216 Right37 Thru405 Left6 OutTotalIn615 448 1063 Left 46 Thru 15 Right 36 Out TotalIn 29 97 126 Left37 Thru510 Right11 TotalOutIn497 558 1055 Peak Hour Begins at 04:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 04:00 PM 04:30 PM 05:00 PM +0 mins.18 4 9 31 1 104 14 119 8 3 15 26 3 157 4 164 +15 mins.24 3 11 38 2 103 14 119 17 4 13 34 10 131 4 145 +30 mins.18 0 14 32 1 105 7 113 14 0 13 27 6 132 3 141 +45 mins.20 3 8 31 2 93 2 97 10 4 9 23 12 109 3 124 Total Volume 80 10 42 132 6 405 37 448 49 11 50 110 31 529 14 574 % App. Total 60.6 7.6 31.8 1.3 90.4 8.3 44.5 10 45.5 5.4 92.2 2.4 PHF .833 .625 .750 .868 .750 .964 .661 .941 .721 .688 .833 .809 .646 .842 .875 .875 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-24 File Name : 07_PLD_Cook_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Cook Street Southbound Gerald Ford Drive Westbound Cook Street Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 27 217 87 331 6 41 18 65 24 106 5 135 47 26 14 87 618 07:15 AM 36 286 85 407 2 53 30 85 28 85 7 120 32 23 17 72 684 07:30 AM 26 371 104 501 7 50 22 79 23 111 5 139 53 26 17 96 815 07:45 AM 60 373 111 544 9 74 30 113 33 132 12 177 73 28 32 133 967 Total 149 1247 387 1783 24 218 100 342 108 434 29 571 205 103 80 388 3084 08:00 AM 34 275 75 384 6 58 29 93 35 123 3 161 53 24 25 102 740 08:15 AM 46 279 56 381 7 40 33 80 24 129 8 161 47 21 19 87 709 08:30 AM 33 238 57 328 5 60 26 91 45 186 6 237 62 32 20 114 770 08:45 AM 43 274 68 385 11 50 28 89 36 136 8 180 59 28 31 118 772 Total 156 1066 256 1478 29 208 116 353 140 574 25 739 221 105 95 421 2991 Grand Total 305 2313 643 3261 53 426 216 695 248 1008 54 1310 426 208 175 809 6075 Apprch %9.4 70.9 19.7 7.6 61.3 31.1 18.9 76.9 4.1 52.7 25.7 21.6 Total %5 38.1 10.6 53.7 0.9 7 3.6 11.4 4.1 16.6 0.9 21.6 7 3.4 2.9 13.3 Cook Street Southbound Gerald Ford Drive Westbound Cook Street Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 26 371 104 501 7 50 22 79 23 111 5 139 53 26 17 96 815 07:45 AM 60 373 111 544 9 74 30 113 33 132 12 177 73 28 32 133 967 08:00 AM 34 275 75 384 6 58 29 93 35 123 3 161 53 24 25 102 740 08:15 AM 46 279 56 381 7 40 33 80 24 129 8 161 47 21 19 87 709 Total Volume 166 1298 346 1810 29 222 114 365 115 495 28 638 226 99 93 418 3231 % App. Total 9.2 71.7 19.1 7.9 60.8 31.2 18 77.6 4.4 54.1 23.7 22.2 PHF .692 .870 .779 .832 .806 .750 .864 .808 .821 .938 .583 .901 .774 .884 .727 .786 .835 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-25 File Name : 07_PLD_Cook_Ger AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Gerald Ford Drive Weather: Clear Cook Street Gerald Ford Drive Gerald Ford Drive Cook Street Right 346 Thru 1298 Left 166 InOut Total 835 1810 2645 Right114 Thru222 Left29 OutTotalIn293 365 658 Left 115 Thru 495 Right 28 Out TotalIn 1420 638 2058 Left226 Thru99 Right93 TotalOutIn683 418 1101 Peak Hour Begins at 07:30 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:45 AM 08:00 AM 07:45 AM +0 mins.36 286 85 407 9 74 30 113 35 123 3 161 73 28 32 133 +15 mins.26 371 104 501 6 58 29 93 24 129 8 161 53 24 25 102 +30 mins.60 373 111 544 7 40 33 80 45 186 6 237 47 21 19 87 +45 mins.34 275 75 384 5 60 26 91 36 136 8 180 62 32 20 114 Total Volume 156 1305 375 1836 27 232 118 377 140 574 25 739 235 105 96 436 % App. Total 8.5 71.1 20.4 7.2 61.5 31.3 18.9 77.7 3.4 53.9 24.1 22 PHF .650 .875 .845 .844 .750 .784 .894 .834 .778 .772 .781 .780 .805 .820 .750 .820 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-26 File Name : 07_PLD_Cook_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Cook Street E/W: Gerald Ford Drive Weather: Clear Groups Printed- Total Volume Cook Street Southbound Gerald Ford Drive Westbound Cook Street Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 30 168 36 234 13 47 37 97 60 248 7 315 90 57 39 186 832 04:15 PM 25 176 43 244 12 44 23 79 35 213 8 256 91 39 18 148 727 04:30 PM 39 141 45 225 13 46 37 96 35 238 5 278 112 54 34 200 799 04:45 PM 40 157 31 228 16 36 39 91 36 210 3 249 78 39 25 142 710 Total 134 642 155 931 54 173 136 363 166 909 23 1098 371 189 116 676 3068 05:00 PM 38 162 42 242 16 40 39 95 24 254 9 287 96 62 23 181 805 05:15 PM 37 173 42 252 13 44 35 92 61 243 8 312 106 57 16 179 835 05:30 PM 33 153 52 238 13 28 36 77 32 178 4 214 91 33 24 148 677 05:45 PM 45 129 34 208 16 26 28 70 53 124 6 183 76 41 17 134 595 Total 153 617 170 940 58 138 138 334 170 799 27 996 369 193 80 642 2912 Grand Total 287 1259 325 1871 112 311 274 697 336 1708 50 2094 740 382 196 1318 5980 Apprch %15.3 67.3 17.4 16.1 44.6 39.3 16 81.6 2.4 56.1 29 14.9 Total %4.8 21.1 5.4 31.3 1.9 5.2 4.6 11.7 5.6 28.6 0.8 35 12.4 6.4 3.3 22 Cook Street Southbound Gerald Ford Drive Westbound Cook Street Northbound Gerald Ford Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 39 141 45 225 13 46 37 96 35 238 5 278 112 54 34 200 799 04:45 PM 40 157 31 228 16 36 39 91 36 210 3 249 78 39 25 142 710 05:00 PM 38 162 42 242 16 40 39 95 24 254 9 287 96 62 23 181 805 05:15 PM 37 173 42 252 13 44 35 92 61 243 8 312 106 57 16 179 835 Total Volume 154 633 160 947 58 166 150 374 156 945 25 1126 392 212 98 702 3149 % App. Total 16.3 66.8 16.9 15.5 44.4 40.1 13.9 83.9 2.2 55.8 30.2 14 PHF .963 .915 .889 .939 .906 .902 .962 .974 .639 .930 .694 .902 .875 .855 .721 .878 .943 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-27 File Name : 07_PLD_Cook_Ger PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Cook Street E/W: Gerald Ford Drive Weather: Clear Cook Street Gerald Ford Drive Gerald Ford Drive Cook Street Right 160 Thru 633 Left 154 InOut Total 1487 947 2434 Right150 Thru166 Left58 OutTotalIn391 374 765 Left 156 Thru 945 Right 25 Out TotalIn 789 1126 1915 Left392 Thru212 Right98 TotalOutIn482 702 1184 Peak Hour Begins at 04:30 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:45 PM 04:30 PM 04:30 PM 04:30 PM +0 mins.40 157 31 228 13 46 37 96 35 238 5 278 112 54 34 200 +15 mins.38 162 42 242 16 36 39 91 36 210 3 249 78 39 25 142 +30 mins.37 173 42 252 16 40 39 95 24 254 9 287 96 62 23 181 +45 mins.33 153 52 238 13 44 35 92 61 243 8 312 106 57 16 179 Total Volume 148 645 167 960 58 166 150 374 156 945 25 1126 392 212 98 702 % App. Total 15.4 67.2 17.4 15.5 44.4 40.1 13.9 83.9 2.2 55.8 30.2 14 PHF .925 .932 .803 .952 .906 .902 .962 .974 .639 .930 .694 .902 .875 .855 .721 .878 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-28 File Name : 08_PLD_Por_Col AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Portola Road E/W: Julie Drive/College Drive Weather: Clear Groups Printed- Total Volume Portola Road Southbound College Drive Westbound Portola Road Northbound Julie Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 2 43 11 56 3 0 3 6 0 53 0 53 2 5 1 8 123 07:15 AM 3 67 11 81 1 2 1 4 0 46 5 51 4 3 1 8 144 07:30 AM 5 98 8 111 1 3 1 5 2 86 3 91 6 6 6 18 225 07:45 AM 1 106 7 114 2 1 3 6 2 103 6 111 8 4 3 15 246 Total 11 314 37 362 7 6 8 21 4 288 14 306 20 18 11 49 738 08:00 AM 2 67 6 75 2 1 0 3 2 109 7 118 5 3 3 11 207 08:15 AM 1 73 8 82 0 0 3 3 0 99 1 100 8 4 5 17 202 08:30 AM 1 76 5 82 3 1 0 4 1 58 5 64 13 7 4 24 174 08:45 AM 2 75 10 87 1 5 4 10 0 77 6 83 9 4 4 17 197 Total 6 291 29 326 6 7 7 20 3 343 19 365 35 18 16 69 780 Grand Total 17 605 66 688 13 13 15 41 7 631 33 671 55 36 27 118 1518 Apprch %2.5 87.9 9.6 31.7 31.7 36.6 1 94 4.9 46.6 30.5 22.9 Total %1.1 39.9 4.3 45.3 0.9 0.9 1 2.7 0.5 41.6 2.2 44.2 3.6 2.4 1.8 7.8 Portola Road Southbound College Drive Westbound Portola Road Northbound Julie Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 5 98 8 111 1 3 1 5 2 86 3 91 6 6 6 18 225 07:45 AM 1 106 7 114 2 1 3 6 2 103 6 111 8 4 3 15 246 08:00 AM 2 67 6 75 2 1 0 3 2 109 7 118 5 3 3 11 207 08:15 AM 1 73 8 82 0 0 3 3 0 99 1 100 8 4 5 17 202 Total Volume 9 344 29 382 5 5 7 17 6 397 17 420 27 17 17 61 880 % App. Total 2.4 90.1 7.6 29.4 29.4 41.2 1.4 94.5 4 44.3 27.9 27.9 PHF .450 .811 .906 .838 .625 .417 .583 .708 .750 .911 .607 .890 .844 .708 .708 .847 .894 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-29 File Name : 08_PLD_Por_Col AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Portola Road E/W: Julie Drive/College Drive Weather: Clear Portola Road Julie Drive College Drive Portola Road Right 29 Thru 344 Left 9 InOut Total 431 382 813 Right7 Thru5 Left5 OutTotalIn43 17 60 Left 6 Thru 397 Right 17 Out TotalIn 366 420 786 Left27 Thru17 Right17 TotalOutIn40 61 101 Peak Hour Begins at 07:30 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:00 AM 07:30 AM 08:00 AM +0 mins.5 98 8 111 3 0 3 6 2 86 3 91 5 3 3 11 +15 mins.1 106 7 114 1 2 1 4 2 103 6 111 8 4 5 17 +30 mins.2 67 6 75 1 3 1 5 2 109 7 118 13 7 4 24 +45 mins.1 73 8 82 2 1 3 6 0 99 1 100 9 4 4 17 Total Volume 9 344 29 382 7 6 8 21 6 397 17 420 35 18 16 69 % App. Total 2.4 90.1 7.6 33.3 28.6 38.1 1.4 94.5 4 50.7 26.1 23.2 PHF .450 .811 .906 .838 .583 .500 .667 .875 .750 .911 .607 .890 .673 .643 .800 .719 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-30 File Name : 08_PLD_Por_Col PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Portola Road E/W: Julie Drive/College Drive Weather: Clear Groups Printed- Total Volume Portola Road Southbound College Drive Westbound Portola Road Northbound Julie Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 1 91 8 100 3 0 3 6 3 114 3 120 9 2 2 13 239 04:15 PM 3 87 9 99 4 1 0 5 0 101 1 102 17 2 2 21 227 04:30 PM 0 77 9 86 4 1 1 6 0 93 4 97 11 3 1 15 204 04:45 PM 1 77 16 94 2 1 1 4 2 91 1 94 12 5 3 20 212 Total 5 332 42 379 13 3 5 21 5 399 9 413 49 12 8 69 882 05:00 PM 1 76 10 87 5 5 0 10 0 110 4 114 9 1 1 11 222 05:15 PM 0 71 9 80 2 2 5 9 1 99 3 103 8 2 0 10 202 05:30 PM 2 80 9 91 3 2 1 6 1 85 1 87 17 0 2 19 203 05:45 PM 0 62 18 80 0 0 1 1 0 74 2 76 8 0 1 9 166 Total 3 289 46 338 10 9 7 26 2 368 10 380 42 3 4 49 793 Grand Total 8 621 88 717 23 12 12 47 7 767 19 793 91 15 12 118 1675 Apprch %1.1 86.6 12.3 48.9 25.5 25.5 0.9 96.7 2.4 77.1 12.7 10.2 Total %0.5 37.1 5.3 42.8 1.4 0.7 0.7 2.8 0.4 45.8 1.1 47.3 5.4 0.9 0.7 7 Portola Road Southbound College Drive Westbound Portola Road Northbound Julie Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 1 91 8 100 3 0 3 6 3 114 3 120 9 2 2 13 239 04:15 PM 3 87 9 99 4 1 0 5 0 101 1 102 17 2 2 21 227 04:30 PM 0 77 9 86 4 1 1 6 0 93 4 97 11 3 1 15 204 04:45 PM 1 77 16 94 2 1 1 4 2 91 1 94 12 5 3 20 212 Total Volume 5 332 42 379 13 3 5 21 5 399 9 413 49 12 8 69 882 % App. Total 1.3 87.6 11.1 61.9 14.3 23.8 1.2 96.6 2.2 71 17.4 11.6 PHF .417 .912 .656 .948 .813 .750 .417 .875 .417 .875 .563 .860 .721 .600 .667 .821 .923 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-31 File Name : 08_PLD_Por_Col PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Portola Road E/W: Julie Drive/College Drive Weather: Clear Portola Road Julie Drive College Drive Portola Road Right 42 Thru 332 Left 5 InOut Total 453 379 832 Right5 Thru3 Left13 OutTotalIn26 21 47 Left 5 Thru 399 Right 9 Out TotalIn 353 413 766 Left49 Thru12 Right8 TotalOutIn50 69 119 Peak Hour Begins at 04:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:00 PM 04:00 PM +0 mins.1 91 8 100 4 1 1 6 3 114 3 120 9 2 2 13 +15 mins.3 87 9 99 2 1 1 4 0 101 1 102 17 2 2 21 +30 mins.0 77 9 86 5 5 0 10 0 93 4 97 11 3 1 15 +45 mins.1 77 16 94 2 2 5 9 2 91 1 94 12 5 3 20 Total Volume 5 332 42 379 13 9 7 29 5 399 9 413 49 12 8 69 % App. Total 1.3 87.6 11.1 44.8 31 24.1 1.2 96.6 2.2 71 17.4 11.6 PHF .417 .912 .656 .948 .650 .450 .350 .725 .417 .875 .563 .860 .721 .600 .667 .821 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-32 File Name : 04_PLD_Port_Frank AM Site Code : 05122144 Start Date : 3/9/2022 Page No : 1 City of Palm Desert N/S: Portola Road E/W: Frank Sinatra Drive Weather: Clear Groups Printed- Total Volume Portola Road Southbound Frank Sinatra Drive Westbound Portola Road Northbound Frank Sinatra Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 6 43 4 53 20 100 3 123 15 49 4 68 1 40 10 51 295 07:15 AM 8 69 4 81 23 140 4 167 19 54 8 81 5 52 25 82 411 07:30 AM 5 97 3 105 32 164 5 201 30 72 14 116 5 64 31 100 522 07:45 AM 13 102 4 119 38 161 4 203 31 101 23 155 3 75 34 112 589 Total 32 311 15 358 113 565 16 694 95 276 49 420 14 231 100 345 1817 08:00 AM 9 58 10 77 38 131 4 173 31 108 16 155 3 65 27 95 500 08:15 AM 6 73 3 82 22 141 5 168 27 81 12 120 6 63 23 92 462 08:30 AM 8 68 3 79 27 124 2 153 32 62 16 110 6 64 30 100 442 08:45 AM 15 65 3 83 35 129 8 172 22 68 17 107 3 96 24 123 485 Total 38 264 19 321 122 525 19 666 112 319 61 492 18 288 104 410 1889 Grand Total 70 575 34 679 235 1090 35 1360 207 595 110 912 32 519 204 755 3706 Apprch %10.3 84.7 5 17.3 80.1 2.6 22.7 65.2 12.1 4.2 68.7 27 Total %1.9 15.5 0.9 18.3 6.3 29.4 0.9 36.7 5.6 16.1 3 24.6 0.9 14 5.5 20.4 Portola Road Southbound Frank Sinatra Drive Westbound Portola Road Northbound Frank Sinatra Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 5 97 3 105 32 164 5 201 30 72 14 116 5 64 31 100 522 07:45 AM 13 102 4 119 38 161 4 203 31 101 23 155 3 75 34 112 589 08:00 AM 9 58 10 77 38 131 4 173 31 108 16 155 3 65 27 95 500 08:15 AM 6 73 3 82 22 141 5 168 27 81 12 120 6 63 23 92 462 Total Volume 33 330 20 383 130 597 18 745 119 362 65 546 17 267 115 399 2073 % App. Total 8.6 86.2 5.2 17.4 80.1 2.4 21.8 66.3 11.9 4.3 66.9 28.8 PHF .635 .809 .500 .805 .855 .910 .900 .917 .960 .838 .707 .881 .708 .890 .846 .891 .880 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-33 File Name : 04_PLD_Port_Frank AM Site Code : 05122144 Start Date : 3/9/2022 Page No : 2 City of Palm Desert N/S: Portola Road E/W: Frank Sinatra Drive Weather: Clear Portola Road Frank Sinatra Drive Frank Sinatra Drive Portola Road Right 20 Thru 330 Left 33 InOut Total 397 383 780 Right18 Thru597 Left130 OutTotalIn365 745 1110 Left 119 Thru 362 Right 65 Out TotalIn 575 546 1121 Left17 Thru267 Right115 TotalOutIn736 399 1135 Peak Hour Begins at 07:30 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:30 AM 08:00 AM +0 mins.5 97 3 105 32 164 5 201 30 72 14 116 3 65 27 95 +15 mins.13 102 4 119 38 161 4 203 31 101 23 155 6 63 23 92 +30 mins.9 58 10 77 38 131 4 173 31 108 16 155 6 64 30 100 +45 mins.6 73 3 82 22 141 5 168 27 81 12 120 3 96 24 123 Total Volume 33 330 20 383 130 597 18 745 119 362 65 546 18 288 104 410 % App. Total 8.6 86.2 5.2 17.4 80.1 2.4 21.8 66.3 11.9 4.4 70.2 25.4 PHF .635 .809 .500 .805 .855 .910 .900 .917 .960 .838 .707 .881 .750 .750 .867 .833 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-34 File Name : 04_PLD_Port_Frank PM Site Code : 05122144 Start Date : 3/9/2022 Page No : 1 City of Palm Desert N/S: Portola Road E/W: Frank Sinatra Drive Weather: Clear Groups Printed- Total Volume Portola Road Southbound Frank Sinatra Drive Westbound Portola Road Northbound Frank Sinatra Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 20 69 9 98 21 79 11 111 38 116 29 183 2 105 18 125 517 04:15 PM 30 79 9 118 20 90 5 115 29 95 20 144 2 160 25 187 564 04:30 PM 8 61 7 76 16 85 6 107 35 101 29 165 4 115 18 137 485 04:45 PM 14 61 8 83 32 82 1 115 36 95 24 155 2 131 23 156 509 Total 72 270 33 375 89 336 23 448 138 407 102 647 10 511 84 605 2075 05:00 PM 15 79 4 98 22 97 1 120 30 99 27 156 4 167 16 187 561 05:15 PM 14 60 5 79 27 94 6 127 39 89 32 160 3 146 27 176 542 05:30 PM 14 56 3 73 16 85 3 104 35 101 27 163 3 94 18 115 455 05:45 PM 4 59 0 63 18 69 13 100 32 79 20 131 6 97 20 123 417 Total 47 254 12 313 83 345 23 451 136 368 106 610 16 504 81 601 1975 Grand Total 119 524 45 688 172 681 46 899 274 775 208 1257 26 1015 165 1206 4050 Apprch %17.3 76.2 6.5 19.1 75.8 5.1 21.8 61.7 16.5 2.2 84.2 13.7 Total %2.9 12.9 1.1 17 4.2 16.8 1.1 22.2 6.8 19.1 5.1 31 0.6 25.1 4.1 29.8 Portola Road Southbound Frank Sinatra Drive Westbound Portola Road Northbound Frank Sinatra Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 30 79 9 118 20 90 5 115 29 95 20 144 2 160 25 187 564 04:30 PM 8 61 7 76 16 85 6 107 35 101 29 165 4 115 18 137 485 04:45 PM 14 61 8 83 32 82 1 115 36 95 24 155 2 131 23 156 509 05:00 PM 15 79 4 98 22 97 1 120 30 99 27 156 4 167 16 187 561 Total Volume 67 280 28 375 90 354 13 457 130 390 100 620 12 573 82 667 2119 % App. Total 17.9 74.7 7.5 19.7 77.5 2.8 21 62.9 16.1 1.8 85.9 12.3 PHF .558 .886 .778 .794 .703 .912 .542 .952 .903 .965 .862 .939 .750 .858 .820 .892 .939 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-35 File Name : 04_PLD_Port_Frank PM Site Code : 05122144 Start Date : 3/9/2022 Page No : 2 City of Palm Desert N/S: Portola Road E/W: Frank Sinatra Drive Weather: Clear Portola Road Frank Sinatra Drive Frank Sinatra Drive Portola Road Right 28 Thru 280 Left 67 InOut Total 415 375 790 Right13 Thru354 Left90 OutTotalIn740 457 1197 Left 130 Thru 390 Right 100 Out TotalIn 452 620 1072 Left12 Thru573 Right82 TotalOutIn512 667 1179 Peak Hour Begins at 04:15 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:00 PM 04:15 PM +0 mins.20 69 9 98 16 85 6 107 38 116 29 183 2 160 25 187 +15 mins.30 79 9 118 32 82 1 115 29 95 20 144 4 115 18 137 +30 mins.8 61 7 76 22 97 1 120 35 101 29 165 2 131 23 156 +45 mins.14 61 8 83 27 94 6 127 36 95 24 155 4 167 16 187 Total Volume 72 270 33 375 97 358 14 469 138 407 102 647 12 573 82 667 % App. Total 19.2 72 8.8 20.7 76.3 3 21.3 62.9 15.8 1.8 85.9 12.3 PHF .600 .854 .917 .794 .758 .923 .583 .923 .908 .877 .879 .884 .750 .858 .820 .892 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-36 File Name : 09_PLD_Port_Country AM Site Code : 05122144 Start Date : 3/9/2022 Page No : 1 City of Palm Desert N/S: Portola Road E/W: Country Club Drive Weather: Clear Groups Printed- Total Volume Portola Road Southbound Country Club Drive Westbound Portola Road Northbound Country Club Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 15 47 8 70 22 91 8 121 9 53 19 81 2 40 13 55 327 07:15 AM 17 89 6 112 27 109 12 148 25 73 24 122 2 77 34 113 495 07:30 AM 14 122 6 142 40 158 16 214 29 102 25 156 5 76 39 120 632 07:45 AM 19 138 6 163 64 190 25 279 63 130 42 235 10 89 34 133 810 Total 65 396 26 487 153 548 61 762 126 358 110 594 19 282 120 421 2264 08:00 AM 18 91 13 122 31 177 18 226 38 98 31 167 14 91 31 136 651 08:15 AM 16 85 9 110 33 163 17 213 46 97 28 171 8 86 41 135 629 08:30 AM 12 103 12 127 32 155 22 209 51 82 33 166 8 92 45 145 647 08:45 AM 15 98 10 123 38 154 16 208 57 87 33 177 8 98 57 163 671 Total 61 377 44 482 134 649 73 856 192 364 125 681 38 367 174 579 2598 Grand Total 126 773 70 969 287 1197 134 1618 318 722 235 1275 57 649 294 1000 4862 Apprch %13 79.8 7.2 17.7 74 8.3 24.9 56.6 18.4 5.7 64.9 29.4 Total %2.6 15.9 1.4 19.9 5.9 24.6 2.8 33.3 6.5 14.8 4.8 26.2 1.2 13.3 6 20.6 Portola Road Southbound Country Club Drive Westbound Portola Road Northbound Country Club Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 19 138 6 163 64 190 25 279 63 130 42 235 10 89 34 133 810 08:00 AM 18 91 13 122 31 177 18 226 38 98 31 167 14 91 31 136 651 08:15 AM 16 85 9 110 33 163 17 213 46 97 28 171 8 86 41 135 629 08:30 AM 12 103 12 127 32 155 22 209 51 82 33 166 8 92 45 145 647 Total Volume 65 417 40 522 160 685 82 927 198 407 134 739 40 358 151 549 2737 % App. Total 12.5 79.9 7.7 17.3 73.9 8.8 26.8 55.1 18.1 7.3 65.2 27.5 PHF .855 .755 .769 .801 .625 .901 .820 .831 .786 .783 .798 .786 .714 .973 .839 .947 .845 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-37 File Name : 09_PLD_Port_Country AM Site Code : 05122144 Start Date : 3/9/2022 Page No : 2 City of Palm Desert N/S: Portola Road E/W: Country Club Drive Weather: Clear Portola Road Country Club Drive Country Club Drive Portola Road Right 40 Thru 417 Left 65 InOut Total 529 522 1051 Right82 Thru685 Left160 OutTotalIn557 927 1484 Left 198 Thru 407 Right 134 Out TotalIn 728 739 1467 Left40 Thru358 Right151 TotalOutIn923 549 1472 Peak Hour Begins at 07:45 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:15 AM 07:30 AM 07:45 AM 08:00 AM +0 mins.17 89 6 112 40 158 16 214 63 130 42 235 14 91 31 136 +15 mins.14 122 6 142 64 190 25 279 38 98 31 167 8 86 41 135 +30 mins.19 138 6 163 31 177 18 226 46 97 28 171 8 92 45 145 +45 mins.18 91 13 122 33 163 17 213 51 82 33 166 8 98 57 163 Total Volume 68 440 31 539 168 688 76 932 198 407 134 739 38 367 174 579 % App. Total 12.6 81.6 5.8 18 73.8 8.2 26.8 55.1 18.1 6.6 63.4 30.1 PHF .895 .797 .596 .827 .656 .905 .760 .835 .786 .783 .798 .786 .679 .936 .763 .888 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-38 File Name : 09_PLD_Port_Country PM Site Code : 05122144 Start Date : 3/9/2022 Page No : 1 City of Palm Desert N/S: Portola Road E/W: Country Club Drive Weather: Clear Groups Printed- Total Volume Portola Road Southbound Country Club Drive Westbound Portola Road Northbound Country Club Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 24 87 10 121 25 125 24 174 51 125 33 209 10 177 41 228 732 04:15 PM 15 92 19 126 55 126 22 203 31 101 41 173 7 205 40 252 754 04:30 PM 12 79 8 99 46 121 37 204 45 122 48 215 7 190 45 242 760 04:45 PM 18 95 13 126 45 122 29 196 36 89 42 167 14 189 44 247 736 Total 69 353 50 472 171 494 112 777 163 437 164 764 38 761 170 969 2982 05:00 PM 23 92 14 129 25 146 31 202 44 122 46 212 5 192 44 241 784 05:15 PM 19 111 15 145 61 142 24 227 38 112 34 184 10 170 35 215 771 05:30 PM 11 71 9 91 40 129 17 186 37 130 25 192 12 173 37 222 691 05:45 PM 14 80 6 100 46 104 15 165 31 92 20 143 9 118 21 148 556 Total 67 354 44 465 172 521 87 780 150 456 125 731 36 653 137 826 2802 Grand Total 136 707 94 937 343 1015 199 1557 313 893 289 1495 74 1414 307 1795 5784 Apprch %14.5 75.5 10 22 65.2 12.8 20.9 59.7 19.3 4.1 78.8 17.1 Total %2.4 12.2 1.6 16.2 5.9 17.5 3.4 26.9 5.4 15.4 5 25.8 1.3 24.4 5.3 31 Portola Road Southbound Country Club Drive Westbound Portola Road Northbound Country Club Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 12 79 8 99 46 121 37 204 45 122 48 215 7 190 45 242 760 04:45 PM 18 95 13 126 45 122 29 196 36 89 42 167 14 189 44 247 736 05:00 PM 23 92 14 129 25 146 31 202 44 122 46 212 5 192 44 241 784 05:15 PM 19 111 15 145 61 142 24 227 38 112 34 184 10 170 35 215 771 Total Volume 72 377 50 499 177 531 121 829 163 445 170 778 36 741 168 945 3051 % App. Total 14.4 75.6 10 21.4 64.1 14.6 21 57.2 21.9 3.8 78.4 17.8 PHF .783 .849 .833 .860 .725 .909 .818 .913 .906 .912 .885 .905 .643 .965 .933 .956 .973 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-39 File Name : 09_PLD_Port_Country PM Site Code : 05122144 Start Date : 3/9/2022 Page No : 2 City of Palm Desert N/S: Portola Road E/W: Country Club Drive Weather: Clear Portola Road Country Club Drive Country Club Drive Portola Road Right 50 Thru 377 Left 72 InOut Total 602 499 1101 Right121 Thru531 Left177 OutTotalIn983 829 1812 Left 163 Thru 445 Right 170 Out TotalIn 722 778 1500 Left36 Thru741 Right168 TotalOutIn744 945 1689 Peak Hour Begins at 04:30 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:30 PM 04:30 PM 04:15 PM +0 mins.12 79 8 99 46 121 37 204 45 122 48 215 7 205 40 252 +15 mins.18 95 13 126 45 122 29 196 36 89 42 167 7 190 45 242 +30 mins.23 92 14 129 25 146 31 202 44 122 46 212 14 189 44 247 +45 mins.19 111 15 145 61 142 24 227 38 112 34 184 5 192 44 241 Total Volume 72 377 50 499 177 531 121 829 163 445 170 778 33 776 173 982 % App. Total 14.4 75.6 10 21.4 64.1 14.6 21 57.2 21.9 3.4 79 17.6 PHF .783 .849 .833 .860 .725 .909 .818 .913 .906 .912 .885 .905 .589 .946 .961 .974 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-40 File Name : 11_PLD_Mont_Din AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Monterey Avenue E/W: Dinah Shore Drive Weather: Clear Groups Printed- Total Volume Monterey Avenue Southbound Dinah Shore Drive Westbound Monterey Avenue Northbound Dinah Shore Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 80 219 80 379 5 38 51 94 31 95 6 132 38 30 21 89 694 07:15 AM 105 243 85 433 3 39 60 102 24 72 4 100 51 54 32 137 772 07:30 AM 95 292 82 469 17 53 73 143 31 78 4 113 52 46 49 147 872 07:45 AM 116 394 91 601 9 42 63 114 29 82 5 116 61 61 46 168 999 Total 396 1148 338 1882 34 172 247 453 115 327 19 461 202 191 148 541 3337 08:00 AM 79 232 77 388 14 53 72 139 33 106 7 146 65 39 32 136 809 08:15 AM 99 283 65 447 11 59 71 141 30 94 2 126 75 67 45 187 901 08:30 AM 85 264 75 424 14 46 64 124 43 104 4 151 64 46 39 149 848 08:45 AM 88 267 80 435 16 47 63 126 32 76 6 114 62 78 30 170 845 Total 351 1046 297 1694 55 205 270 530 138 380 19 537 266 230 146 642 3403 Grand Total 747 2194 635 3576 89 377 517 983 253 707 38 998 468 421 294 1183 6740 Apprch %20.9 61.4 17.8 9.1 38.4 52.6 25.4 70.8 3.8 39.6 35.6 24.9 Total %11.1 32.6 9.4 53.1 1.3 5.6 7.7 14.6 3.8 10.5 0.6 14.8 6.9 6.2 4.4 17.6 Monterey Avenue Southbound Dinah Shore Drive Westbound Monterey Avenue Northbound Dinah Shore Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 95 292 82 469 17 53 73 143 31 78 4 113 52 46 49 147 872 07:45 AM 116 394 91 601 9 42 63 114 29 82 5 116 61 61 46 168 999 08:00 AM 79 232 77 388 14 53 72 139 33 106 7 146 65 39 32 136 809 08:15 AM 99 283 65 447 11 59 71 141 30 94 2 126 75 67 45 187 901 Total Volume 389 1201 315 1905 51 207 279 537 123 360 18 501 253 213 172 638 3581 % App. Total 20.4 63 16.5 9.5 38.5 52 24.6 71.9 3.6 39.7 33.4 27 PHF .838 .762 .865 .792 .750 .877 .955 .939 .932 .849 .643 .858 .843 .795 .878 .853 .896 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-41 File Name : 11_PLD_Mont_Din AM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Monterey Avenue E/W: Dinah Shore Drive Weather: Clear Monterey Avenue Dinah Shore Drive Dinah Shore Drive Monterey Avenue Right 315 Thru 1201 Left 389 InOut Total 892 1905 2797 Right279 Thru207 Left51 OutTotalIn620 537 1157 Left 123 Thru 360 Right 18 Out TotalIn 1424 501 1925 Left253 Thru213 Right172 TotalOutIn645 638 1283 Peak Hour Begins at 07:30 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:30 AM 07:30 AM 07:45 AM 08:00 AM +0 mins.95 292 82 469 17 53 73 143 29 82 5 116 65 39 32 136 +15 mins.116 394 91 601 9 42 63 114 33 106 7 146 75 67 45 187 +30 mins.79 232 77 388 14 53 72 139 30 94 2 126 64 46 39 149 +45 mins.99 283 65 447 11 59 71 141 43 104 4 151 62 78 30 170 Total Volume 389 1201 315 1905 51 207 279 537 135 386 18 539 266 230 146 642 % App. Total 20.4 63 16.5 9.5 38.5 52 25 71.6 3.3 41.4 35.8 22.7 PHF .838 .762 .865 .792 .750 .877 .955 .939 .785 .910 .643 .892 .887 .737 .811 .858 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-42 File Name : 11_PLD_Mont_Din PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 1 City of Palm Desert N/S: Monterey Avenue E/W: Dinah Shore Drive Weather: Clear Groups Printed- Total Volume Monterey Avenue Southbound Dinah Shore Drive Westbound Monterey Avenue Northbound Dinah Shore Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 82 151 87 320 16 79 131 226 73 236 4 313 172 79 63 314 1173 04:15 PM 93 184 75 352 13 59 125 197 68 204 7 279 118 80 53 251 1079 04:30 PM 71 162 83 316 12 85 138 235 90 249 6 345 108 55 73 236 1132 04:45 PM 77 197 90 364 13 75 121 209 65 222 7 294 134 72 58 264 1131 Total 323 694 335 1352 54 298 515 867 296 911 24 1231 532 286 247 1065 4515 05:00 PM 72 161 78 311 11 98 170 279 66 253 10 329 131 66 57 254 1173 05:15 PM 86 173 66 325 6 78 142 226 74 212 5 291 130 83 68 281 1123 05:30 PM 58 171 89 318 15 72 121 208 44 215 7 266 118 68 57 243 1035 05:45 PM 87 178 52 317 8 68 78 154 39 187 7 233 122 67 61 250 954 Total 303 683 285 1271 40 316 511 867 223 867 29 1119 501 284 243 1028 4285 Grand Total 626 1377 620 2623 94 614 1026 1734 519 1778 53 2350 1033 570 490 2093 8800 Apprch %23.9 52.5 23.6 5.4 35.4 59.2 22.1 75.7 2.3 49.4 27.2 23.4 Total %7.1 15.6 7 29.8 1.1 7 11.7 19.7 5.9 20.2 0.6 26.7 11.7 6.5 5.6 23.8 Monterey Avenue Southbound Dinah Shore Drive Westbound Monterey Avenue Northbound Dinah Shore Drive Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 71 162 83 316 12 85 138 235 90 249 6 345 108 55 73 236 1132 04:45 PM 77 197 90 364 13 75 121 209 65 222 7 294 134 72 58 264 1131 05:00 PM 72 161 78 311 11 98 170 279 66 253 10 329 131 66 57 254 1173 05:15 PM 86 173 66 325 6 78 142 226 74 212 5 291 130 83 68 281 1123 Total Volume 306 693 317 1316 42 336 571 949 295 936 28 1259 503 276 256 1035 4559 % App. Total 23.3 52.7 24.1 4.4 35.4 60.2 23.4 74.3 2.2 48.6 26.7 24.7 PHF .890 .879 .881 .904 .808 .857 .840 .850 .819 .925 .700 .912 .938 .831 .877 .921 .972 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-43 File Name : 11_PLD_Mont_Din PM Site Code : 05122326 Start Date : 4/27/2022 Page No : 2 City of Palm Desert N/S: Monterey Avenue E/W: Dinah Shore Drive Weather: Clear Monterey Avenue Dinah Shore Drive Dinah Shore Drive Monterey Avenue Right 317 Thru 693 Left 306 InOut Total 2010 1316 3326 Right571 Thru336 Left42 OutTotalIn610 949 1559 Left 295 Thru 936 Right 28 Out TotalIn 991 1259 2250 Left503 Thru276 Right256 TotalOutIn948 1035 1983 Peak Hour Begins at 04:30 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:00 PM 04:30 PM 04:30 PM 04:00 PM +0 mins.82 151 87 320 12 85 138 235 90 249 6 345 172 79 63 314 +15 mins.93 184 75 352 13 75 121 209 65 222 7 294 118 80 53 251 +30 mins.71 162 83 316 11 98 170 279 66 253 10 329 108 55 73 236 +45 mins.77 197 90 364 6 78 142 226 74 212 5 291 134 72 58 264 Total Volume 323 694 335 1352 42 336 571 949 295 936 28 1259 532 286 247 1065 % App. Total 23.9 51.3 24.8 4.4 35.4 60.2 23.4 74.3 2.2 50 26.9 23.2 PHF .868 .881 .931 .929 .808 .857 .840 .850 .819 .925 .700 .912 .773 .894 .846 .848 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951)268-6268 3.1-44 Page 1 City of Palm Desert Monterey Avenue N/ Gerald Ford Drive 24 Hour Directional Volume Count PLD001 Site Code: 051-22326 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Start 27-Apr-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 312 12 251 12:15 8 358 8 260 12:30 9 281 11 284 12:45 6 303 29 1254 8 263 39 1058 68 2312 01:00 9 268 6 242 01:15 12 317 9 255 01:30 7 271 6 278 01:45 4 317 32 1173 6 275 27 1050 59 2223 02:00 7 328 4 254 02:15 4 333 7 252 02:30 8 316 6 271 02:45 7 301 26 1278 8 260 25 1037 51 2315 03:00 2 338 2 227 03:15 7 367 7 241 03:30 7 320 5 286 03:45 6 346 22 1371 12 255 26 1009 48 2380 04:00 10 286 6 243 04:15 11 340 16 248 04:30 27 327 16 235 04:45 25 306 73 1259 32 251 70 977 143 2236 05:00 20 289 30 224 05:15 30 349 40 228 05:30 35 331 52 233 05:45 63 294 148 1263 71 215 193 900 341 2163 06:00 70 219 80 178 06:15 68 236 93 206 06:30 104 202 160 175 06:45 98 185 340 842 177 158 510 717 850 1559 07:00 123 185 188 158 07:15 134 205 186 131 07:30 116 165 286 132 07:45 187 139 560 694 352 123 1012 544 1572 1238 08:00 168 144 236 121 08:15 172 132 242 103 08:30 176 105 280 102 08:45 185 108 701 489 274 81 1032 407 1733 896 09:00 191 152 212 64 09:15 213 132 220 61 09:30 198 103 246 51 09:45 271 77 873 464 222 50 900 226 1773 690 10:00 227 77 225 44 10:15 255 57 225 44 10:30 223 61 266 36 10:45 291 38 996 233 259 36 975 160 1971 393 11:00 277 34 240 40 11:15 303 31 227 27 11:30 263 31 257 29 11:45 332 30 1175 126 239 17 963 113 2138 239 Total 4975 10446 4975 10446 5772 8198 5772 8198 10747 18644 Combined Total 15421 15421 13970 13970 29391 AM Peak - 11:00 --- 07:30 ----- Vol.- 1175 --- 1116 ----- P.H.F. 0.885 0.793 PM Peak -- 03:00 --- 01:15 ---- Vol.-- 1371 --- 1062 ---- P.H.F. 0.934 0.935 Percentag e 32.3% 67.7% 41.3% 58.7% ADT/AADT ADT 29,391 AADT 29,391 3.1-45 Page 1 City of Palm Desert Gerald Ford Drive W/ Portola Road 24 Hour Directional Volume Count PLD002 Site Code: 051-22326 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Start 27-Apr-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 106 3 93 12:15 6 102 1 82 12:30 2 97 3 115 12:45 2 87 12 392 4 114 11 404 23 796 01:00 2 106 1 100 01:15 2 111 4 106 01:30 3 102 1 115 01:45 1 83 8 402 2 125 8 446 16 848 02:00 3 120 0 119 02:15 1 107 2 115 02:30 1 99 3 111 02:45 3 125 8 451 1 106 6 451 14 902 03:00 4 109 2 114 03:15 3 140 1 124 03:30 2 107 4 107 03:45 3 131 12 487 9 103 16 448 28 935 04:00 5 102 5 127 04:15 2 110 10 96 04:30 4 115 17 106 04:45 9 89 20 416 23 99 55 428 75 844 05:00 7 133 13 91 05:15 8 119 26 107 05:30 12 120 35 92 05:45 24 100 51 472 50 85 124 375 175 847 06:00 20 83 30 76 06:15 27 82 39 62 06:30 42 65 61 64 06:45 59 58 148 288 97 59 227 261 375 549 07:00 70 63 115 45 07:15 78 48 112 42 07:30 109 37 136 40 07:45 103 39 360 187 157 54 520 181 880 368 08:00 97 39 156 44 08:15 69 42 90 36 08:30 103 38 96 45 08:45 102 30 371 149 121 36 463 161 834 310 09:00 84 26 96 36 09:15 84 37 93 26 09:30 82 24 114 26 09:45 65 22 315 109 109 28 412 116 727 225 10:00 91 9 101 20 10:15 74 15 90 14 10:30 77 12 108 14 10:45 89 8 331 44 106 7 405 55 736 99 11:00 80 15 88 9 11:15 86 9 103 9 11:30 91 11 92 5 11:45 92 3 349 38 94 14 377 37 726 75 Total 1985 3435 1985 3435 2624 3363 2624 3363 4609 6798 Combined Total 5420 5420 5987 5987 11407 AM Peak - 07:15 --- 07:15 ----- Vol.- 387 --- 561 ----- P.H.F. 0.888 0.893 PM Peak -- 03:00 --- 01:30 ---- Vol.-- 487 --- 474 ---- P.H.F. 0.870 0.948 Percentag e 36.6% 63.4% 43.8% 56.2% ADT/AADT ADT 11,407 AADT 11,407 3.1-46 Page 1 City of Palm Desert Gerald Ford Drive W/ Cook Street 24 Hour Directional Volume Count PLD003 Site Code: 051-22326 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Start 27-Apr-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 102 1 118 12:15 2 149 3 132 12:30 3 115 5 119 12:45 3 104 10 470 2 145 11 514 21 984 01:00 1 132 3 100 01:15 2 143 4 139 01:30 3 120 3 132 01:45 2 125 8 520 4 148 14 519 22 1039 02:00 4 156 0 130 02:15 0 118 2 129 02:30 2 152 3 132 02:45 4 145 10 571 1 151 6 542 16 1113 03:00 3 167 1 126 03:15 3 179 1 146 03:30 3 149 4 143 03:45 4 166 13 661 9 147 15 562 28 1223 04:00 7 186 8 143 04:15 3 148 10 122 04:30 6 200 19 126 04:45 5 142 21 676 36 103 73 494 94 1170 05:00 7 181 11 106 05:15 11 179 33 147 05:30 17 148 41 112 05:45 29 134 64 642 67 113 152 478 216 1120 06:00 25 122 50 102 06:15 32 112 71 96 06:30 34 92 118 77 06:45 74 253 165 579 172 66 411 341 576 920 07:00 87 102 152 61 07:15 72 73 166 41 07:30 96 60 177 53 07:45 133 76 388 311 218 59 713 214 1101 525 08:00 102 61 168 40 08:15 87 58 120 49 08:30 114 67 162 49 08:45 118 37 421 223 154 34 604 172 1025 395 09:00 91 58 128 37 09:15 98 45 115 37 09:30 99 43 142 30 09:45 97 36 385 182 158 24 543 128 928 310 10:00 96 21 129 25 10:15 118 22 140 24 10:30 94 24 128 14 10:45 115 15 423 82 134 8 531 71 954 153 11:00 115 20 115 15 11:15 106 15 122 15 11:30 116 12 146 11 11:45 90 8 427 55 131 14 514 55 941 110 Total 2335 4972 2335 4972 3587 4090 3587 4090 5922 9062 Combined Total 7307 7307 7677 7677 14984 AM Peak - 10:45 --- 07:15 ----- Vol.- 452 --- 729 ----- P.H.F. 0.974 0.836 PM Peak -- 04:30 --- 03:15 ---- Vol.-- 702 --- 579 ---- P.H.F. 0.878 0.985 Percentag e 32.0% 68.0% 46.7% 53.3% ADT/AADT ADT 14,984 AADT 14,984 3.1-47 Page 1 City of Palm Desert Portola Road S/ Gerald Ford Drive 24 Hour Directional Volume Count PLD004 Site Code: 051-22326 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Start 27-Apr-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 93 3 103 12:15 6 110 5 92 12:30 2 102 2 95 12:45 6 90 19 395 2 105 12 395 31 790 01:00 2 114 2 101 01:15 0 93 0 113 01:30 2 97 2 100 01:45 1 110 5 414 1 83 5 397 10 811 02:00 1 134 1 92 02:15 2 91 2 99 02:30 0 107 0 79 02:45 3 105 6 437 0 91 3 361 9 798 03:00 4 104 1 86 03:15 3 123 4 91 03:30 3 104 4 85 03:45 4 120 14 451 5 99 14 361 28 812 04:00 3 127 4 102 04:15 2 118 1 94 04:30 10 108 8 85 04:45 14 101 29 454 11 93 24 374 53 828 05:00 4 103 7 85 05:15 8 116 14 82 05:30 27 96 11 87 05:45 22 79 61 394 14 85 46 339 107 733 06:00 31 65 39 54 06:15 30 79 25 54 06:30 41 62 36 56 06:45 49 59 151 265 52 64 152 228 303 493 07:00 55 51 64 48 07:15 55 52 89 41 07:30 90 42 119 44 07:45 113 54 313 199 115 40 387 173 700 372 08:00 107 37 79 35 08:15 109 44 83 35 08:30 71 36 86 37 08:45 95 23 382 140 92 31 340 138 722 278 09:00 64 24 87 32 09:15 103 36 76 23 09:30 88 29 67 13 09:45 96 25 351 114 69 22 299 90 650 204 10:00 74 21 67 18 10:15 69 15 80 19 10:30 85 14 76 17 10:45 104 12 332 62 79 12 302 66 634 128 11:00 89 10 92 9 11:15 90 5 79 4 11:30 81 6 87 7 11:45 103 3 363 24 85 5 343 25 706 49 Total 2026 3349 2026 3349 1927 2947 1927 2947 3953 6296 Combined Total 5375 5375 4874 4874 10249 AM Peak - 07:30 --- 07:15 ----- Vol.- 419 --- 402 ----- P.H.F. 0.927 0.845 PM Peak -- 03:15 --- 00:45 ---- Vol.-- 474 --- 419 ---- P.H.F. 0.933 0.927 Percentag e 37.7% 62.3% 39.5% 60.5% ADT/AADT ADT 10,249 AADT 10,249 3.1-48 Page 1 City of Palm Desert Frank Sinatra Drive W/ Portola Avenue 24 Hour Directional Volume Count PLDFSWPO Site Code: 051-22144 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Start 3/9/2022 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 96 4 127 12:15 4 44 5 114 12:30 4 107 3 121 12:45 7 100 19 347 4 128 16 490 35 837 01:00 7 120 0 130 01:15 2 126 5 109 01:30 3 139 1 141 01:45 1 139 13 524 2 139 8 519 21 1043 02:00 2 127 1 124 02:15 2 124 0 146 02:30 3 175 2 127 02:45 7 176 14 602 1 122 4 519 18 1121 03:00 1 178 4 128 03:15 3 141 0 127 03:30 1 168 2 123 03:45 2 172 7 659 5 137 11 515 18 1174 04:00 2 143 5 153 04:15 4 168 4 142 04:30 9 179 16 127 04:45 11 133 26 623 21 107 46 529 72 1152 05:00 6 196 14 108 05:15 11 167 31 135 05:30 12 146 40 128 05:45 14 129 43 638 47 106 132 477 175 1115 06:00 26 101 55 69 06:15 30 73 71 93 06:30 46 80 95 80 06:45 44 53 146 307 162 73 383 315 529 622 07:00 63 70 114 57 07:15 75 54 154 57 07:30 102 71 194 39 07:45 131 52 371 247 197 65 659 218 1030 465 08:00 105 64 172 42 08:15 99 43 171 24 08:30 110 55 175 31 08:45 96 42 410 204 149 30 667 127 1077 331 09:00 89 55 137 23 09:15 100 49 120 26 09:30 116 41 136 38 09:45 102 36 407 181 139 37 532 124 939 305 10:00 117 24 146 17 10:15 82 27 139 18 10:30 102 30 126 11 10:45 89 17 390 98 133 17 544 63 934 161 11:00 128 15 130 10 11:15 95 9 108 8 11:30 122 10 131 13 11:45 109 13 454 47 118 3 487 34 941 81 Total 2300 4477 2300 4477 3489 3930 3489 3930 5789 8407 Combined Total 6777 6777 7419 7419 14196 AM Peak - 11:00 --- 07:30 ----- Vol.- 454 --- 734 ----- P.H.F. 0.887 0.931 PM Peak -- 04:15 --- 03:45 ---- Vol.-- 676 --- 559 ---- P.H.F. 0.862 0.913 Percentag e 33.9% 66.1% 47.0% 53.0% ADT/AADT ADT 14,196 AADT 14,196 3.1-49 Page 1 City of Palm Desert Portila Avenue S/ Frank Sinatra Drive 24 Hour Directional Volume Count PLDPOSFS Site Code: 051-22144 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: (951) 268-6268 email: counts@countsunlimited.com Start 3/9/2022 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 140 4 97 12:15 9 177 2 99 12:30 4 146 6 107 12:45 3 131 22 594 3 114 15 417 37 1011 01:00 1 134 1 119 01:15 4 158 9 122 01:30 2 195 3 123 01:45 7 185 14 672 3 136 16 500 30 1172 02:00 1 199 1 120 02:15 2 198 5 148 02:30 1 199 2 151 02:45 2 240 6 836 2 152 10 571 16 1407 03:00 3 243 1 108 03:15 5 220 1 134 03:30 2 259 4 114 03:45 2 229 12 951 6 138 12 494 24 1445 04:00 5 271 7 112 04:15 5 197 8 138 04:30 11 188 13 119 04:45 14 155 35 811 21 131 49 500 84 1311 05:00 11 194 9 118 05:15 21 186 8 123 05:30 17 153 12 98 05:45 26 122 75 655 26 88 55 427 130 1082 06:00 35 100 31 71 06:15 39 83 55 67 06:30 59 84 51 65 06:45 82 76 215 343 67 61 204 264 419 607 07:00 59 80 95 45 07:15 83 70 104 68 07:30 111 57 141 42 07:45 126 55 379 262 186 38 526 193 905 455 08:00 180 57 127 48 08:15 157 43 117 39 08:30 149 41 124 27 08:45 157 40 643 181 127 27 495 141 1138 322 09:00 128 40 105 41 09:15 147 30 103 20 09:30 108 39 92 25 09:45 136 35 519 144 112 17 412 103 931 247 10:00 136 19 103 28 10:15 170 19 99 19 10:30 132 23 118 17 10:45 149 16 587 77 95 19 415 83 1002 160 11:00 167 13 102 12 11:15 149 11 103 11 11:30 167 7 114 5 11:45 190 5 673 36 105 8 424 36 1097 72 Total 3180 5562 3180 5562 2633 3729 2633 3729 5813 9291 Combined Total 8742 8742 6362 6362 15104 AM Peak - 11:00 --- 07:30 ----- Vol.- 673 --- 571 ----- P.H.F. 0.886 0.767 PM Peak -- 03:15 --- 02:00 ---- Vol.-- 979 --- 571 ---- P.H.F. 0.903 0.939 Percentag e 36.4% 63.6% 41.4% 58.6% ADT/AADT ADT 15,104 AADT 15,104 3.1-50 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx APPENDIX 3.2: EXISTING (2022) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx This Page Intentionally Left Blank Lanes, Volumes, Timings Existing (2022) AM Peak Hour 1: Monterey Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)85 240 133 96 352 59 95 559 21 38 979 93 Future Volume (vph)85 240 133 96 352 59 95 559 21 38 979 93 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)165 165 190 210 200 0 200 315 Storage Lanes 2 1 2 0 2 0 2 1 Taper Length (ft)90 140 120 120 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)511 1502 732 1716 Travel Time (s)7.0 20.5 9.1 21.3 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph)98 276 153 110 405 68 109 643 24 44 1125 107 Shared Lane Traffic (%) Lane Group Flow (vph) 98 276 153 110 405 68 109 667 0 44 1125 107 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 74438852 166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 22.5 Total Split (s)15.0 32.0 32.0 17.0 34.0 34.0 17.0 59.0 12.0 54.0 54.0 Total Split (%)12.5% 26.7% 26.7% 14.2% 28.3% 28.3% 14.2% 49.2% 10.0% 45.0% 45.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 1: Monterey Av. & Gerald Ford Dr. 3.2-1 HCM 6th Signalized Intersection Summary Existing (2022) AM Peak Hour 1: Monterey Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 85 240 133 96 352 59 95 559 21 38 979 93 Future Volume (veh/h) 85 240 133 96 352 59 95 559 21 38 979 93 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 98 276 153 110 405 68 109 643 24 44 1125 0 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, %222222222222 Cap, veh/h 151 508 224 167 524 231 164 3167 118 111 3122 Arrive On Green 0.04 0.14 0.14 0.02 0.05 0.05 0.05 0.63 0.63 0.03 0.61 0.00 Sat Flow, veh/h 3456 3554 1568 3456 3554 1569 3456 5052 188 3456 5106 1585 Grp Volume(v), veh/h 98 276 153 110 405 68 109 432 235 44 1125 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1568 1728 1777 1569 1728 1702 1836 1728 1702 1585 Q Serve(g_s), s 3.3 8.7 11.1 3.8 13.5 5.0 3.7 6.5 6.6 1.5 13.2 0.0 Cycle Q Clear(g_c), s 3.3 8.7 11.1 3.8 13.5 5.0 3.7 6.5 6.6 1.5 13.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.10 1.00 1.00 Lane Grp Cap(c), veh/h 151 508 224 167 524 231 164 2134 1151 111 3122 V/C Ratio(X) 0.65 0.54 0.68 0.66 0.77 0.29 0.66 0.20 0.20 0.40 0.36 Avail Cap(c_a), veh/h 302 814 359 360 874 386 360 2134 1151 216 3122 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.98 0.98 0.98 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 56.5 47.8 48.8 58.1 55.1 51.1 56.2 9.6 9.6 56.9 11.6 0.0 Incr Delay (d2), s/veh 4.7 0.9 3.6 4.3 2.4 0.7 4.5 0.2 0.4 2.3 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 3.8 4.4 1.7 6.6 2.0 1.7 2.2 2.4 0.7 4.4 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 61.1 48.7 52.5 62.4 57.5 51.7 60.7 9.8 10.0 59.2 11.9 0.0 LnGrp LOS E D D E E D EAAEB Approach Vol, veh/h 527 583 776 1169 A Approach Delay, s/veh 52.1 57.8 17.0 13.7 Approach LOS D E B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.3 79.7 10.3 21.6 10.2 77.9 9.7 22.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 54.5 12.5 27.5 12.5 49.5 10.5 29.5 Max Q Clear Time (g_c+I1), s 3.5 8.6 5.8 13.1 5.7 15.2 5.3 15.5 Green Ext Time (p_c), s 0.0 4.0 0.1 1.7 0.1 8.2 0.1 2.1 Intersection Summary HCM 6th Ctrl Delay 29.6 HCM 6th LOS C Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 3.2-2 Lanes, Volumes, Timings Existing (2022) AM Peak Hour 2: Gerald Ford Dr. & Gateway Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)23 276 491 83 109 27 Future Volume (vph)23 276 491 83 109 27 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)195 125 0 0 Storage Lanes 1 1 1 1 Taper Length (ft) 120 90 Right Turn on Red Yes Yes Link Speed (mph)50 50 30 Link Distance (ft)1502 2201 993 Travel Time (s)20.5 30.0 22.6 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph)26 310 552 93 122 30 Shared Lane Traffic (%) Lane Group Flow (vph) 26 310 552 93 122 30 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 6 4 Detector Phase 526644 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)10.0 36.0 26.0 26.0 24.0 24.0 Total Split (%)16.7% 60.0% 43.3% 43.3% 40.0% 40.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None C-Max C-Max C-Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 2: Gerald Ford Dr. & Gateway 3.2-3 HCM 6th Signalized Intersection Summary Existing (2022) AM Peak Hour 2: Gerald Ford Dr. & Gateway Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 23 276 491 83 109 27 Future Volume (veh/h) 23 276 491 83 109 27 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 26 310 552 93 122 30 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222 Cap, veh/h 52 1866 2148 663 579 515 Arrive On Green 0.03 0.52 0.42 0.42 0.32 0.32 Sat Flow, veh/h 1781 3647 5274 1576 1781 1585 Grp Volume(v), veh/h 26 310 552 93 122 30 Grp Sat Flow(s),veh/h/ln 1781 1777 1702 1576 1781 1585 Q Serve(g_s), s 0.9 2.7 4.2 2.2 3.0 0.8 Cycle Q Clear(g_c), s 0.9 2.7 4.2 2.2 3.0 0.8 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 52 1866 2148 663 579 515 V/C Ratio(X) 0.50 0.17 0.26 0.14 0.21 0.06 Avail Cap(c_a), veh/h 163 1866 2148 663 579 515 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.88 0.88 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.7 7.4 11.3 10.7 14.7 13.9 Incr Delay (d2), s/veh 6.3 0.2 0.3 0.4 0.8 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.7 1.3 0.7 1.2 0.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.0 7.6 11.6 11.1 15.5 14.1 LnGrp LOS D ABBBB Approach Vol, veh/h 336 645 152 Approach Delay, s/veh 9.7 11.5 15.2 Approach LOS A B B Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 36.0 24.0 6.3 29.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 31.5 19.5 5.5 21.5 Max Q Clear Time (g_c+I1), s 4.7 5.0 2.9 6.2 Green Ext Time (p_c), s 1.7 0.3 0.0 3.2 Intersection Summary HCM 6th Ctrl Delay 11.5 HCM 6th LOS B 3.2-4 Lanes, Volumes, Timings Existing (2022) AM Peak Hour 3: Gerald Ford Dr. & Rembrandt Pkwy. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)16 329 539 22 45 40 Future Volume (vph)16 329 539 22 45 40 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)190 110 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 120 90 Link Speed (mph)50 50 30 Link Distance (ft)2201 915 430 Travel Time (s)30.0 12.5 9.8 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph)18 370 606 25 51 45 Shared Lane Traffic (%) Lane Group Flow (vph) 18 370 606 25 51 45 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized 3.2-5 HCM 6th TWSC Existing (2022) AM Peak Hour 3: Gerald Ford Dr. & Rembrandt Pkwy. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Intersection Int Delay, s/veh 1.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 16 329 539 22 45 40 Future Vol, veh/h 16 329 539 22 45 40 Conflicting Peds, #/hr 5 00555 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 190 - - 110 0 50 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 22222 Mvmt Flow 18 370 606 25 51 45 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 636 0 - 0 837 313 Stage 1 - - - - 611 - Stage 2 - - - - 226 - Critical Hdwy 5.34 - - - 6.29 7.14 Critical Hdwy Stg 1 - - - - 6.64 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 3.12 - - - 3.67 3.92 Pot Cap-1 Maneuver 584 - - - 338 583 Stage 1 - - - - 427 - Stage 2 - - - - 761 - Platoon blocked, % - - - Mov Cap-1 Maneuver 581 - - - 324 577 Mov Cap-2 Maneuver - - - - 324 - Stage 1 - - - - 412 - Stage 2 - - - - 757 - Approach EB WB SB HCM Control Delay, s 0.5 0 15.2 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h)581 - - - 324 577 HCM Lane V/C Ratio 0.031 - - - 0.156 0.078 HCM Control Delay (s) 11.4 - - - 18.2 11.8 HCM Lane LOS B - - - C B HCM 95th %tile Q(veh) 0.1 - - - 0.5 0.3 3.2-6 Lanes, Volumes, Timings Existing (2022) AM Peak Hour 4: Portola Rd. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)6 227 154 33 461 161 98 228 39 75 215 2 Future Volume (vph)6 227 154 33 461 161 98 228 39 75 215 2 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)165 50 255 300 245 205 255 215 Storage Lanes 1 1 2 1 2 1 2 0 Taper Length (ft)90 120 120 110 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)658 1639 1684 1545 Travel Time (s)9.0 22.4 20.9 19.2 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph)7 267 181 39 542 189 115 268 46 88 253 2 Shared Lane Traffic (%) Lane Group Flow (vph) 7 267 181 39 542 189 115 268 46 88 253 2 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4826 Detector Phase 744388522166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)15.0 45.0 45.0 16.0 46.0 46.0 23.0 38.0 38.0 21.0 36.0 36.0 Total Split (%)12.5% 37.5% 37.5% 13.3% 38.3% 38.3% 19.2% 31.7% 31.7% 17.5% 30.0% 30.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 4: Portola Rd. & Gerald Ford Dr. 3.2-7 HCM 6th Signalized Intersection Summary Existing (2022) AM Peak Hour 4: Portola Rd. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 6 227 154 33 461 161 98 228 39 75 215 2 Future Volume (veh/h) 6 227 154 33 461 161 98 228 39 75 215 2 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 7 267 181 39 542 0 115 268 46 88 253 0 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 31 476 210 105 749 171 3294 1020 140 3249 Arrive On Green 0.02 0.13 0.13 0.03 0.15 0.00 0.10 1.00 1.00 0.04 0.64 0.00 Sat Flow, veh/h 1781 3554 1567 3456 5106 1585 3456 5106 1581 3456 5106 1585 Grp Volume(v), veh/h 7 267 181 39 542 0 115 268 46 88 253 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1567 1728 1702 1585 1728 1702 1581 1728 1702 1585 Q Serve(g_s), s 0.5 8.4 11.6 1.3 12.2 0.0 3.9 0.0 0.0 3.0 2.3 0.0 Cycle Q Clear(g_c), s 0.5 8.4 11.6 1.3 12.2 0.0 3.9 0.0 0.0 3.0 2.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 31 476 210 105 749 171 3294 1020 140 3249 V/C Ratio(X)0.22 0.56 0.86 0.37 0.72 0.67 0.08 0.05 0.63 0.08 Avail Cap(c_a), veh/h 156 1199 529 331 1766 533 3294 1020 475 3249 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.97 0.97 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 58.2 48.7 37.3 57.1 48.9 0.0 53.1 0.0 0.0 56.7 8.4 0.0 Incr Delay (d2), s/veh 3.6 1.0 10.0 2.1 1.3 0.0 4.5 0.0 0.1 4.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 3.7 4.9 0.6 5.1 0.0 1.7 0.0 0.0 1.4 0.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 61.7 49.7 47.3 59.2 50.2 0.0 57.6 0.0 0.1 61.2 8.4 0.0 LnGrp LOS E D D E D EAAEA Approach Vol, veh/h 455 581 A 429 341 A Approach Delay, s/veh 48.9 50.8 15.5 22.0 Approach LOS D D B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.4 81.9 8.1 20.6 10.4 80.8 6.6 22.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 16.5 33.5 11.5 40.5 18.5 31.5 10.5 41.5 Max Q Clear Time (g_c+I1), s 5.0 2.0 3.3 13.6 5.9 4.3 2.5 14.2 Green Ext Time (p_c), s 0.1 1.7 0.0 2.1 0.2 1.4 0.0 3.4 Intersection Summary HCM 6th Ctrl Delay 36.5 HCM 6th LOS D Notes Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 3.2-8 Lanes, Volumes, Timings Existing (2022) AM Peak Hour 5: Pacific Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)1 335 5 10 635 21 5 6 3 36 3 15 Future Volume (vph)1 335 5 10 635 21 5 6 3 36 3 15 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)140 150 140 150 120 0 130 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft)90 100 90 60 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 40 30 30 Link Distance (ft)1639 1573 599 673 Travel Time (s)22.4 26.8 13.6 15.3 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph)1 404 6 12 765 25 6 7 4 43 4 18 Shared Lane Traffic (%) Lane Group Flow (vph) 1 404 6 12 765 25 6 11 0 43 22 0 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 52216688 44 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)10.0 27.0 27.0 10.0 27.0 27.0 23.0 23.0 23.0 23.0 Total Split (%)16.7% 45.0% 45.0% 16.7% 45.0% 45.0% 38.3% 38.3% 38.3% 38.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max Max Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 5: Pacific Av. & Gerald Ford Dr. 3.2-9 HCM 6th Signalized Intersection Summary Existing (2022) AM Peak Hour 5: Pacific Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 1 335 5 10 635 21 5 6 3 36 3 15 Future Volume (veh/h) 1 335 5 10 635 21 5 6 3 36 3 15 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 1 404 6 12 765 25 6 7 4 43 4 18 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, %222222222222 Cap, veh/h 3 2306 713 27 2376 735 535 696 362 547 548 486 Arrive On Green 0.00 0.15 0.15 0.02 0.47 0.47 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1781 5106 1580 1781 5106 1580 1383 2256 1173 1397 1777 1577 Grp Volume(v), veh/h 1 404 6 12 765 25 6 5 6 43 4 18 Grp Sat Flow(s),veh/h/ln 1781 1702 1580 1781 1702 1580 1383 1777 1652 1397 1777 1577 Q Serve(g_s), s 0.0 4.1 0.2 0.4 5.7 0.5 0.2 0.1 0.1 1.3 0.1 0.5 Cycle Q Clear(g_c), s 0.0 4.1 0.2 0.4 5.7 0.5 0.7 0.1 0.1 1.5 0.1 0.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.71 1.00 1.00 Lane Grp Cap(c), veh/h 3 2306 713 27 2376 735 535 548 509 547 548 486 V/C Ratio(X) 0.34 0.18 0.01 0.45 0.32 0.03 0.01 0.01 0.01 0.08 0.01 0.04 Avail Cap(c_a), veh/h 163 2306 713 163 2376 735 535 548 509 547 548 486 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.89 0.89 0.89 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.0 15.8 14.1 29.3 10.1 8.7 14.7 14.4 14.4 14.9 14.4 14.5 Incr Delay (d2), s/veh 50.6 0.1 0.0 11.1 0.4 0.1 0.0 0.0 0.0 0.3 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.3 0.1 0.2 1.8 0.2 0.1 0.1 0.1 0.4 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 80.6 15.9 14.1 40.4 10.4 8.8 14.8 14.4 14.4 15.2 14.4 14.7 LnGrp LOS F B B D BABBBBBB Approach Vol, veh/h 411 802 17 65 Approach Delay, s/veh 16.0 10.8 14.6 15.0 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.4 31.6 23.0 4.6 32.4 23.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 22.5 18.5 5.5 22.5 18.5 Max Q Clear Time (g_c+I1), s 2.4 6.1 3.5 2.0 7.7 2.7 Green Ext Time (p_c), s 0.0 2.1 0.1 0.0 4.4 0.0 Intersection Summary HCM 6th Ctrl Delay 12.8 HCM 6th LOS B 3.2-10 Lanes, Volumes, Timings Existing (2022) AM Peak Hour 6: Technology Dr. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)31 316 27 14 618 42 16 22 19 60 17 32 Future Volume (vph)31 316 27 14 618 42 16 22 19 60 17 32 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 165 175 120 102 0 85 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft)90 90 90 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)40 40 35 35 Link Distance (ft)1634 919 541 642 Travel Time (s)27.9 15.7 10.5 12.5 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph)37 381 33 17 745 51 19 27 23 72 20 39 Shared Lane Traffic (%) Lane Group Flow (vph) 37 381 33 17 745 51 19 27 23 72 59 0 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 Detector Phase 74438822266 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)11.0 25.0 25.0 10.0 24.0 24.0 25.0 25.0 25.0 25.0 25.0 Total Split (%)18.3% 41.7% 41.7% 16.7% 40.0% 40.0% 41.7% 41.7% 41.7% 41.7% 41.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max C-Max C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 6: Technology Dr. & Gerald Ford Dr. 3.2-11 HCM 6th Signalized Intersection Summary Existing (2022) AM Peak Hour 6: Technology Dr. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 31 316 27 14 618 42 16 22 19 60 17 32 Future Volume (veh/h) 31 316 27 14 618 42 16 22 19 60 17 32 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 37 381 33 17 745 51 19 27 23 72 20 39 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, %222222222222 Cap, veh/h 68 1240 381 37 1150 353 782 957 808 802 289 564 Arrive On Green 0.04 0.24 0.24 0.03 0.30 0.30 0.51 0.51 0.51 0.51 0.51 0.51 Sat Flow, veh/h 1781 5106 1569 1781 5106 1567 1340 1870 1580 1351 565 1103 Grp Volume(v), veh/h 37 381 33 17 745 51 19 27 23 72 0 59 Grp Sat Flow(s),veh/h/ln 1781 1702 1569 1781 1702 1567 1340 1870 1580 1351 0 1668 Q Serve(g_s), s 1.2 3.7 1.0 0.6 7.6 1.4 0.4 0.4 0.4 1.7 0.0 1.1 Cycle Q Clear(g_c), s 1.2 3.7 1.0 0.6 7.6 1.4 1.5 0.4 0.4 2.1 0.0 1.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.66 Lane Grp Cap(c), veh/h 68 1240 381 37 1150 353 782 957 808 802 0 853 V/C Ratio(X) 0.54 0.31 0.09 0.46 0.65 0.14 0.02 0.03 0.03 0.09 0.00 0.07 Avail Cap(c_a), veh/h 193 1745 536 163 1659 509 782 957 808 802 0 853 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.86 0.86 0.86 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 28.3 18.6 17.6 28.9 19.0 16.8 7.8 7.3 7.3 7.8 0.0 7.4 Incr Delay (d2), s/veh 6.5 0.1 0.1 7.7 0.5 0.2 0.1 0.1 0.1 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.3 0.3 0.3 2.5 0.5 0.1 0.2 0.1 0.4 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.8 18.7 17.7 36.5 19.5 16.9 7.9 7.3 7.3 8.0 0.0 7.6 LnGrp LOS C B B D BBAAAAAA Approach Vol, veh/h 451 813 69 131 Approach Delay, s/veh 20.0 19.7 7.5 7.8 Approach LOS BBAA Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 35.2 5.7 19.1 35.2 6.8 18.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 5.5 20.5 20.5 6.5 19.5 Max Q Clear Time (g_c+I1), s 3.5 2.6 5.7 4.1 3.2 9.6 Green Ext Time (p_c), s 0.2 0.0 2.1 0.4 0.0 3.5 Intersection Summary HCM 6th Ctrl Delay 18.1 HCM 6th LOS B 3.2-12 Lanes, Volumes, Timings Existing (2022) AM Peak Hour 7: Cook St. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 226 99 93 29 222 114 115 495 28 166 1298 346 Future Volume (vph) 226 99 93 29 222 114 115 495 28 166 1298 346 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 230 160 200 210 120 290 360 Storage Lanes 2 0 2 1 2 1 2 1 Taper Length (ft)130 160 140 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)40 50 55 55 Link Distance (ft)919 837 1057 824 Travel Time (s)15.7 11.4 13.1 10.2 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph)269 118 111 35 264 136 137 589 33 198 1545 412 Shared Lane Traffic (%) Lane Group Flow (vph) 269 118 111 35 264 136 137 589 33 198 1545 412 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 388522166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)22.0 36.0 10.0 24.0 24.0 15.0 55.0 55.0 19.0 59.0 59.0 Total Split (%)18.3% 30.0% 8.3% 20.0% 20.0% 12.5% 45.8% 45.8% 15.8% 49.2% 49.2% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 7: Cook St. & Gerald Ford Dr. 3.2-13 HCM 6th Signalized Intersection Summary Existing (2022) AM Peak Hour 7: Cook St. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 226 99 93 29 222 114 115 495 28 166 1298 346 Future Volume (veh/h) 226 99 93 29 222 114 115 495 28 166 1298 346 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 269 118 0 35 264 136 137 589 33 198 1545 412 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, %222222222222 Cap, veh/h 335 656 99 413 182 194 2868 888 260 2966 918 Arrive On Green 0.10 0.18 0.00 0.03 0.12 0.12 0.06 0.56 0.56 0.08 0.58 0.58 Sat Flow, veh/h 3456 3554 1585 3456 3554 1565 3456 5106 1581 3456 5106 1581 Grp Volume(v), veh/h 269 118 0 35 264 136 137 589 33 198 1545 412 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1565 1728 1702 1581 1728 1702 1581 Q Serve(g_s), s 9.1 3.4 0.0 1.2 8.5 10.1 4.7 6.9 1.1 6.7 21.8 17.7 Cycle Q Clear(g_c), s 9.1 3.4 0.0 1.2 8.5 10.1 4.7 6.9 1.1 6.7 21.8 17.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 335 656 99 413 182 194 2868 888 260 2966 918 V/C Ratio(X)0.80 0.18 0.35 0.64 0.75 0.71 0.21 0.04 0.76 0.52 0.45 Avail Cap(c_a), veh/h 504 933 158 577 254 302 2868 888 418 2966 918 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.98 0.98 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.1 41.3 0.0 57.2 50.6 51.3 55.7 13.0 11.8 54.4 15.1 14.3 Incr Delay (d2), s/veh 5.5 0.1 0.0 2.1 1.6 7.4 4.7 0.2 0.1 4.6 0.7 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.2 1.5 0.0 0.5 3.8 4.2 2.1 2.4 0.4 3.0 7.5 6.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58.6 41.4 0.0 59.3 52.3 58.7 60.4 13.2 11.8 59.1 15.8 15.8 LnGrp LOS E D E D EEBBEBB Approach Vol, veh/h 387 A 435 759 2155 Approach Delay, s/veh 53.3 54.8 21.6 19.8 Approach LOS D D C B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.5 71.9 7.9 26.6 11.2 74.2 16.1 18.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 14.5 50.5 5.5 31.5 10.5 54.5 17.5 19.5 Max Q Clear Time (g_c+I1), s 8.7 8.9 3.2 5.4 6.7 23.8 11.1 12.1 Green Ext Time (p_c), s 0.3 3.9 0.0 0.6 0.1 14.6 0.5 1.1 Intersection Summary HCM 6th Ctrl Delay 27.7 HCM 6th LOS C Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 3.2-14 Lanes, Volumes, Timings Existing (2022) AM Peak Hour 8: Portola Rd. & Julie Dr./College Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)27 17 17 557639717936429 Future Volume (vph)27 17 17 557639717936429 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)125 0 145 100 165 165 165 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft)90 90 120 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 55 55 Link Distance (ft)1533 463 3682 1684 Travel Time (s)34.8 10.5 45.6 20.9 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph)30 19 19 6687446191040933 Shared Lane Traffic (%) Lane Group Flow (vph) 30 38 0668744619104420 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 Detector Phase 7 4 38852216 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 Total Split (s)25.0 33.0 18.0 26.0 26.0 18.0 50.0 50.0 19.0 51.0 Total Split (%)20.8% 27.5% 15.0% 21.7% 21.7% 15.0% 41.7% 41.7% 15.8% 42.5% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 8: Portola Rd. & Julie Dr./College Dr. 3.2-15 HCM 6th Signalized Intersection Summary Existing (2022) AM Peak Hour 8: Portola Rd. & Julie Dr./College Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 27 17 17 557639717936429 Future Volume (veh/h) 27 17 17 557639717936429 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 30 19 19 6687446191040933 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222 Cap, veh/h 47 61 61 13 100 82 15 3872 1198 21 3670 292 Arrive On Green 0.03 0.07 0.07 0.01 0.05 0.05 0.01 0.76 0.76 0.02 1.00 1.00 Sat Flow, veh/h 1781 848 848 1781 1870 1541 1781 5106 1580 1781 4820 384 Grp Volume(v), veh/h 30 0 38 66874461910287155 Grp Sat Flow(s),veh/h/ln 1781 0 1696 1781 1870 1541 1781 1702 1580 1781 1702 1800 Q Serve(g_s), s 2.0 0.0 2.6 0.4 0.4 0.6 0.5 2.8 0.4 0.7 0.0 0.0 Cycle Q Clear(g_c), s 2.0 0.0 2.6 0.4 0.4 0.6 0.5 2.8 0.4 0.7 0.0 0.0 Prop In Lane 1.00 0.50 1.00 1.00 1.00 1.00 1.00 0.21 Lane Grp Cap(c), veh/h 47 0 123 13 100 82 15 3872 1198 21 2592 1370 V/C Ratio(X) 0.64 0.00 0.31 0.45 0.06 0.10 0.45 0.12 0.02 0.48 0.11 0.11 Avail Cap(c_a), veh/h 304 0 403 200 335 276 200 3872 1198 215 2592 1370 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.98 0.98 0.98 Uniform Delay (d), s/veh 57.9 0.0 52.8 59.3 53.9 54.0 59.2 3.8 3.5 58.2 0.0 0.0 Incr Delay (d2), s/veh 13.6 0.0 1.4 21.4 0.2 0.5 19.2 0.1 0.0 15.4 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 0.0 1.1 0.3 0.2 0.2 0.3 0.7 0.1 0.4 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 71.4 0.0 54.2 80.7 54.2 54.5 78.4 3.9 3.6 73.6 0.1 0.2 LnGrp LOS E A D F D D EAAEAA Approach Vol, veh/h 68 20 472 452 Approach Delay, s/veh 61.8 62.3 5.0 1.7 Approach LOS EEAA Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 5.9 95.5 5.4 13.2 5.5 95.9 7.7 10.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 14.5 45.5 13.5 28.5 13.5 46.5 20.5 21.5 Max Q Clear Time (g_c+I1), s 2.7 4.8 2.4 4.6 2.5 2.0 4.0 2.6 Green Ext Time (p_c), s 0.0 2.8 0.0 0.1 0.0 2.5 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 8.5 HCM 6th LOS A 3.2-16 Lanes, Volumes, Timings Existing (2022) AM Peak Hour 9: Portola Av. & Frank Sinatra Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)17 267 115 130 597 18 119 385 65 33 333 20 Future Volume (vph)17 267 115 130 597 18 119 385 65 33 333 20 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)120 230 140 100 260 50 180 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft)120 90 120 190 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)701 1558 512 3682 Travel Time (s)9.6 21.2 6.3 45.6 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph)19 303 131 148 678 20 135 438 74 38 378 23 Shared Lane Traffic (%) Lane Group Flow (vph) 19 303 131 148 678 20 135 438 74 38 401 0 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 74438852216 Switch Phase Minimum Initial (s)5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 Minimum Split (s)9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 Total Split (s)9.5 20.0 20.0 10.2 20.7 20.7 9.8 20.2 20.2 9.6 20.0 Total Split (%)15.8% 33.3% 33.3% 17.0% 34.5% 34.5% 16.3% 33.7% 33.7% 16.0% 33.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 9: Portola Av. & Frank Sinatra Dr. 3.2-17 HCM 6th Signalized Intersection Summary Existing (2022) AM Peak Hour 9: Portola Av. & Frank Sinatra Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 17 267 115 130 597 18 119 385 65 33 333 20 Future Volume (veh/h) 17 267 115 130 597 18 119 385 65 33 333 20 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 19 303 131 148 678 20 135 438 74 38 378 23 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %222222222222 Cap, veh/h 40 596 263 169 853 378 157 2118 655 70 1800 108 Arrive On Green 0.02 0.17 0.17 0.09 0.24 0.24 0.09 0.41 0.41 0.04 0.37 0.37 Sat Flow, veh/h 1781 3554 1571 1781 3554 1575 1781 5106 1579 1781 4923 296 Grp Volume(v), veh/h 19 303 131 148 678 20 135 438 74 38 260 141 Grp Sat Flow(s),veh/h/ln 1781 1777 1571 1781 1777 1575 1781 1702 1579 1781 1702 1816 Q Serve(g_s), s 0.6 4.7 4.5 4.9 10.8 0.6 4.5 3.3 1.7 1.3 3.1 3.2 Cycle Q Clear(g_c), s 0.6 4.7 4.5 4.9 10.8 0.6 4.5 3.3 1.7 1.3 3.1 3.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.16 Lane Grp Cap(c), veh/h 40 596 263 169 853 378 157 2118 655 70 1245 664 V/C Ratio(X) 0.47 0.51 0.50 0.87 0.79 0.05 0.86 0.21 0.11 0.55 0.21 0.21 Avail Cap(c_a), veh/h 148 948 419 169 989 438 157 2118 655 151 1245 664 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.0 22.7 22.7 26.8 21.4 17.5 27.0 11.2 10.8 28.3 13.1 13.1 Incr Delay (d2), s/veh 8.3 0.7 1.5 36.3 4.0 0.1 34.8 0.2 0.3 6.5 0.4 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 1.7 1.5 3.5 4.2 0.2 3.2 1.0 0.5 0.6 1.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.3 23.4 24.1 63.1 25.4 17.6 61.8 11.5 11.1 34.8 13.5 13.8 LnGrp LOS D C C E C BEBBCBB Approach Vol, veh/h 453 846 647 439 Approach Delay, s/veh 24.2 31.8 21.9 15.4 Approach LOS C C C B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.8 28.9 10.2 14.1 9.8 25.9 5.9 18.4 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 5.1 16.2 5.7 16.0 5.3 16.0 5.0 16.7 Max Q Clear Time (g_c+I1), s 3.3 5.3 6.9 6.7 6.5 5.2 2.6 12.8 Green Ext Time (p_c), s 0.0 2.0 0.0 1.4 0.0 1.5 0.0 1.5 Intersection Summary HCM 6th Ctrl Delay 24.7 HCM 6th LOS C 3.2-18 Lanes, Volumes, Timings Existing (2022) AM Peak Hour 10: Portola Av. & Country Club Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)40 358 151 160 685 82 198 407 134 65 417 40 Future Volume (vph)40 358 151 160 685 82 198 407 134 65 417 40 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)200 105 180 80 160 135 200 50 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft)120 90 100 60 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)1030 784 945 2578 Travel Time (s)14.0 10.7 11.7 32.0 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph)47 421 178 188 806 96 233 479 158 76 491 47 Shared Lane Traffic (%) Lane Group Flow (vph) 47 421 178 188 806 96 233 479 158 76 491 47 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4826 Detector Phase 744388522166 Switch Phase Minimum Initial (s)5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 Minimum Split (s)9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 Total Split (s)14.0 29.0 29.0 27.0 42.0 42.0 32.0 47.0 47.0 17.0 32.0 32.0 Total Split (%)11.7% 24.2% 24.2% 22.5% 35.0% 35.0% 26.7% 39.2% 39.2% 14.2% 26.7% 26.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 10: Portola Av. & Country Club Dr. 3.2-19 HCM 6th Signalized Intersection Summary Existing (2022) AM Peak Hour 10: Portola Av. & Country Club Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 358 151 160 685 82 198 407 134 65 417 40 Future Volume (veh/h) 40 358 151 160 685 82 198 407 134 65 417 40 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 47 421 178 188 806 96 233 479 158 76 491 47 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 61 624 276 218 937 416 264 1798 800 97 1465 651 Arrive On Green 0.03 0.18 0.18 0.12 0.26 0.26 0.15 0.51 0.51 0.05 0.41 0.41 Sat Flow, veh/h 1781 3554 1572 1781 3554 1576 1781 3554 1580 1781 3554 1579 Grp Volume(v), veh/h 47 421 178 188 806 96 233 479 158 76 491 47 Grp Sat Flow(s),veh/h/ln 1781 1777 1572 1781 1777 1576 1781 1777 1580 1781 1777 1579 Q Serve(g_s), s 3.1 13.3 12.6 12.4 25.9 5.7 15.4 9.2 6.6 5.1 11.3 2.2 Cycle Q Clear(g_c), s 3.1 13.3 12.6 12.4 25.9 5.7 15.4 9.2 6.6 5.1 11.3 2.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 61 624 276 218 937 416 264 1798 800 97 1465 651 V/C Ratio(X) 0.78 0.68 0.65 0.86 0.86 0.23 0.88 0.27 0.20 0.78 0.34 0.07 Avail Cap(c_a), veh/h 141 740 327 334 1125 499 408 1798 800 186 1465 651 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.5 46.3 46.0 51.7 42.1 34.6 50.1 16.9 16.3 56.0 24.1 21.4 Incr Delay (d2), s/veh 18.7 1.9 3.3 13.4 6.0 0.3 13.3 0.4 0.6 12.7 0.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 5.8 5.0 6.2 11.6 2.2 7.5 3.5 2.3 2.5 4.6 0.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 76.2 48.2 49.3 65.1 48.0 34.9 63.4 17.3 16.8 68.7 24.7 21.6 LnGrp LOS E D D E D C EBBECC Approach Vol, veh/h 646 1090 870 614 Approach Delay, s/veh 50.5 49.8 29.5 29.9 Approach LOS DDCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 64.7 19.2 25.1 22.3 53.5 8.6 35.7 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 12.5 43.0 22.5 25.0 27.5 28.0 9.5 38.0 Max Q Clear Time (g_c+I1), s 7.1 11.2 14.4 15.3 17.4 13.3 5.1 27.9 Green Ext Time (p_c), s 0.1 3.4 0.3 2.1 0.4 2.5 0.0 3.7 Intersection Summary HCM 6th Ctrl Delay 40.7 HCM 6th LOS D 3.2-20 Lanes, Volumes, Timings Existing (2022) AM Peak Hour 11: Monterey Av. & Dinah Shore Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 253 213 172 51 207 279 123 360 18 389 1201 315 Future Volume (vph) 253 213 172 51 207 279 123 360 18 389 1201 315 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)285 190 160 180 255 0 170 240 Storage Lanes 2 0 2 1 2 0 2 1 Taper Length (ft)120 120 170 120 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)45 45 55 55 Link Distance (ft)738 1225 3625 489 Travel Time (s)11.2 18.6 44.9 6.1 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph)281 237 191 57 230 310 137 400 20 432 1334 350 Shared Lane Traffic (%) Lane Group Flow (vph) 281 237 191 57 230 310 137 420 0 432 1334 350 Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Free Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 Free Free Detector Phase 74438 52 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)24.0 38.0 38.0 11.0 25.0 16.0 40.0 31.0 55.0 Total Split (%)20.0% 31.7% 31.7% 9.2% 20.8% 13.3% 33.3% 25.8% 45.8% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 11: Monterey Av. & Dinah Shore Dr. 3.2-21 HCM 6th Signalized Intersection Summary Existing (2022) AM Peak Hour 11: Monterey Av. & Dinah Shore Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 253 213 172 51 207 279 123 360 18 389 1201 315 Future Volume (veh/h) 253 213 172 51 207 279 123 360 18 389 1201 315 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 281 237 191 57 230 0 137 400 20 432 1334 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 349 576 254 122 343 194 2517 125 509 3045 Arrive On Green 0.10 0.16 0.16 0.04 0.10 0.00 0.06 0.51 0.51 0.15 0.60 0.00 Sat Flow, veh/h 3456 3554 1570 3456 3554 1585 3456 4982 247 3456 5106 1585 Grp Volume(v), veh/h 281 237 191 57 230 0 137 272 148 432 1334 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1570 1728 1777 1585 1728 1702 1825 1728 1702 1585 Q Serve(g_s), s 9.5 7.2 13.9 1.9 7.5 0.0 4.7 5.2 5.2 14.6 17.1 0.0 Cycle Q Clear(g_c), s 9.5 7.2 13.9 1.9 7.5 0.0 4.7 5.2 5.2 14.6 17.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.14 1.00 1.00 Lane Grp Cap(c), veh/h 349 576 254 122 343 194 1720 922 509 3045 V/C Ratio(X)0.81 0.41 0.75 0.47 0.67 0.71 0.16 0.16 0.85 0.44 Avail Cap(c_a), veh/h 562 992 438 187 607 331 1720 922 763 3045 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 52.8 45.1 48.0 56.8 52.4 0.0 55.6 16.0 16.0 49.8 13.2 0.0 Incr Delay (d2), s/veh 4.4 0.5 4.4 2.7 2.3 0.0 4.6 0.2 0.4 5.8 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.2 3.1 5.6 0.9 3.4 0.0 2.1 1.9 2.1 6.4 5.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 57.2 45.6 52.4 59.5 54.7 0.0 60.3 16.2 16.4 55.7 13.7 0.0 LnGrp LOS E D D E D EBBEB Approach Vol, veh/h 709 287 A 557 1766 A Approach Delay, s/veh 52.0 55.6 27.1 24.0 Approach LOS D E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 22.2 65.1 8.8 23.9 11.2 76.1 16.6 16.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 26.5 35.5 6.5 33.5 11.5 50.5 19.5 20.5 Max Q Clear Time (g_c+I1), s 16.6 7.2 3.9 15.9 6.7 19.1 11.5 9.5 Green Ext Time (p_c), s 1.1 2.3 0.0 1.8 0.1 10.1 0.6 0.9 Intersection Summary HCM 6th Ctrl Delay 33.2 HCM 6th LOS C Notes Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 3.2-22 Lanes, Volumes, Timings Existing (2022) PM Peak Hour 1: Monterey Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 122 261 88 79 278 79 116 1058 79 40 838 99 Future Volume (vph) 122 261 88 79 278 79 116 1058 79 40 838 99 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)165 165 190 210 200 0 200 315 Storage Lanes 2 1 2 0 2 0 2 1 Taper Length (ft)90 140 120 120 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)511 1502 732 1716 Travel Time (s)7.0 20.5 9.1 21.3 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)128 275 93 83 293 83 122 1114 83 42 882 104 Shared Lane Traffic (%) Lane Group Flow (vph) 128 275 93 83 293 83 122 1197 0 42 882 104 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 74438852 166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 22.5 Total Split (s)18.0 33.0 33.0 15.0 30.0 30.0 18.0 60.0 12.0 54.0 54.0 Total Split (%)15.0% 27.5% 27.5% 12.5% 25.0% 25.0% 15.0% 50.0% 10.0% 45.0% 45.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 1: Monterey Av. & Gerald Ford Dr. 3.2-23 HCM 6th Signalized Intersection Summary Existing (2022) PM Peak Hour 1: Monterey Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 122 261 88 79 278 79 116 1058 79 40 838 99 Future Volume (veh/h) 122 261 88 79 278 79 116 1058 79 40 838 99 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 128 275 93 83 293 83 122 1114 83 42 882 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 186 469 207 135 416 183 179 3140 234 108 3203 Arrive On Green 0.05 0.13 0.13 0.01 0.04 0.04 0.05 0.65 0.65 0.03 0.63 0.00 Sat Flow, veh/h 3456 3554 1567 3456 3554 1565 3456 4848 361 3456 5106 1585 Grp Volume(v), veh/h 128 275 93 83 293 83 122 782 415 42 882 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1567 1728 1777 1565 1728 1702 1804 1728 1702 1585 Q Serve(g_s), s 4.4 8.7 6.6 2.9 9.8 6.2 4.2 12.6 12.6 1.4 9.3 0.0 Cycle Q Clear(g_c), s 4.4 8.7 6.6 2.9 9.8 6.2 4.2 12.6 12.6 1.4 9.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.20 1.00 1.00 Lane Grp Cap(c), veh/h 186 469 207 135 416 183 179 2205 1169 108 3203 V/C Ratio(X) 0.69 0.59 0.45 0.62 0.70 0.45 0.68 0.35 0.36 0.39 0.28 Avail Cap(c_a), veh/h 389 844 372 302 755 333 389 2205 1169 216 3203 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 55.8 49.0 48.1 58.3 55.6 53.9 55.9 9.7 9.7 57.0 10.1 0.0 Incr Delay (d2), s/veh 4.5 1.2 1.5 4.4 2.2 1.7 4.5 0.4 0.8 2.2 0.2 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 3.8 2.6 1.3 4.6 2.5 1.9 4.1 4.4 0.6 3.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.3 50.2 49.6 62.8 57.8 55.6 60.4 10.1 10.5 59.2 10.3 0.0 LnGrp LOS E D D EEEEBBEB Approach Vol, veh/h 496 459 1319 924 A Approach Delay, s/veh 52.7 58.3 14.9 12.5 Approach LOS D E B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.3 82.2 9.2 20.3 10.7 79.8 11.0 18.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 55.5 10.5 28.5 13.5 49.5 13.5 25.5 Max Q Clear Time (g_c+I1), s 3.4 14.6 4.9 10.7 6.2 11.3 6.4 11.8 Green Ext Time (p_c), s 0.0 8.4 0.1 1.6 0.2 6.0 0.2 1.5 Intersection Summary HCM 6th Ctrl Delay 26.3 HCM 6th LOS C Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 3.2-24 Lanes, Volumes, Timings Existing (2022) PM Peak Hour 2: Gerald Ford Dr. & Gateway Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)40 340 368 65 102 102 Future Volume (vph)40 340 368 65 102 102 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)195 125 0 0 Storage Lanes 1 1 1 1 Taper Length (ft) 120 90 Right Turn on Red Yes Yes Link Speed (mph)50 50 30 Link Distance (ft)1502 2201 993 Travel Time (s)20.5 30.0 22.6 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph)44 374 404 71 112 112 Shared Lane Traffic (%) Lane Group Flow (vph) 44 374 404 71 112 112 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 6 4 Detector Phase 526644 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)11.0 36.0 25.0 25.0 24.0 24.0 Total Split (%)18.3% 60.0% 41.7% 41.7% 40.0% 40.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None C-Max C-Max C-Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 2: Gerald Ford Dr. & Gateway 3.2-25 HCM 6th Signalized Intersection Summary Existing (2022) PM Peak Hour 2: Gerald Ford Dr. & Gateway Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 40 340 368 65 102 102 Future Volume (veh/h) 40 340 368 65 102 102 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 44 374 404 71 112 112 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222 Cap, veh/h 77 1866 2077 641 579 515 Arrive On Green 0.04 0.52 0.41 0.41 0.32 0.32 Sat Flow, veh/h 1781 3647 5274 1575 1781 1585 Grp Volume(v), veh/h 44 374 404 71 112 112 Grp Sat Flow(s),veh/h/ln 1781 1777 1702 1575 1781 1585 Q Serve(g_s), s 1.5 3.4 3.1 1.7 2.7 3.1 Cycle Q Clear(g_c), s 1.5 3.4 3.1 1.7 2.7 3.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 77 1866 2077 641 579 515 V/C Ratio(X) 0.57 0.20 0.19 0.11 0.19 0.22 Avail Cap(c_a), veh/h 193 1866 2077 641 579 515 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.89 0.89 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.2 7.6 11.5 11.1 14.6 14.7 Incr Delay (d2), s/veh 5.8 0.2 0.2 0.3 0.7 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.9 0.9 0.5 1.1 3.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.9 7.8 11.7 11.4 15.3 15.7 LnGrp LOS C ABBBB Approach Vol, veh/h 418 475 224 Approach Delay, s/veh 10.5 11.6 15.5 Approach LOS B B B Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 36.0 24.0 7.1 28.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 31.5 19.5 6.5 20.5 Max Q Clear Time (g_c+I1), s 5.4 5.1 3.5 5.1 Green Ext Time (p_c), s 2.1 0.6 0.0 2.3 Intersection Summary HCM 6th Ctrl Delay 12.0 HCM 6th LOS B 3.2-26 Lanes, Volumes, Timings Existing (2022) PM Peak Hour 3: Gerald Ford Dr. & Rembrandt Pkwy. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)37 441 405 37 18 22 Future Volume (vph)37 441 405 37 18 22 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)190 110 0 50 Storage Lanes 1 1 1 1 Taper Length (ft) 120 90 Link Speed (mph)50 50 30 Link Distance (ft)2201 915 430 Travel Time (s)30.0 12.5 9.8 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)39 464 426 39 19 23 Shared Lane Traffic (%) Lane Group Flow (vph) 39 464 426 39 19 23 Sign Control Free Free Stop Intersection Summary Area Type:Other Control Type: Unsignalized 3.2-27 HCM 6th TWSC Existing (2022) PM Peak Hour 3: Gerald Ford Dr. & Rembrandt Pkwy. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 37 441 405 37 18 22 Future Vol, veh/h 37 441 405 37 18 22 Conflicting Peds, #/hr 5 00555 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 190 - - 110 0 50 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 22222 Mvmt Flow 39 464 426 39 19 23 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 470 0 - 0 746 223 Stage 1 - - - - 431 - Stage 2 - - - - 315 - Critical Hdwy 5.34 - - - 6.29 7.14 Critical Hdwy Stg 1 - - - - 6.64 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 3.12 - - - 3.67 3.92 Pot Cap-1 Maneuver 700 - - - 380 665 Stage 1 - - - - 547 - Stage 2 - - - - 688 - Platoon blocked, % - - - Mov Cap-1 Maneuver 697 - - - 355 659 Mov Cap-2 Maneuver - - - - 355 - Stage 1 - - - - 514 - Stage 2 - - - - 685 - Approach EB WB SB HCM Control Delay, s 0.8 0 13 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h)697 - - - 355 659 HCM Lane V/C Ratio 0.056 - - - 0.053 0.035 HCM Control Delay (s) 10.5 - - - 15.7 10.7 HCM Lane LOS B - - - C B HCM 95th %tile Q(veh) 0.2 - - - 0.2 0.1 3.2-28 Lanes, Volumes, Timings Existing (2022) PM Peak Hour 4: Portola Rd. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)4 320 124 33 312 115 121 282 51 138 244 9 Future Volume (vph)4 320 124 33 312 115 121 282 51 138 244 9 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)165 50 255 300 245 205 255 215 Storage Lanes 1 1 2 1 2 1 2 0 Taper Length (ft)90 120 120 110 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)658 1639 1684 1545 Travel Time (s)9.0 22.4 20.9 19.2 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)4 348 135 36 339 125 132 307 55 150 265 10 Shared Lane Traffic (%) Lane Group Flow (vph) 4 348 135 36 339 125 132 307 55 150 265 10 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4826 Detector Phase 744388522166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)15.0 42.0 42.0 16.0 43.0 43.0 24.0 36.0 36.0 26.0 38.0 38.0 Total Split (%)12.5% 35.0% 35.0% 13.3% 35.8% 35.8% 20.0% 30.0% 30.0% 21.7% 31.7% 31.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 4: Portola Rd. & Gerald Ford Dr. 3.2-29 HCM 6th Signalized Intersection Summary Existing (2022) PM Peak Hour 4: Portola Rd. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 320 124 33 312 115 121 282 51 138 244 9 Future Volume (veh/h) 4 320 124 33 312 115 121 282 51 138 244 9 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 348 135 36 339 0 132 307 55 150 265 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 99 475 210 101 546 190 3194 989 213 3228 Arrive On Green 0.06 0.13 0.13 0.01 0.04 0.00 0.11 1.00 1.00 0.06 0.63 0.00 Sat Flow, veh/h 1781 3554 1567 3456 5106 1585 3456 5106 1581 3456 5106 1585 Grp Volume(v), veh/h 4 348 135 36 339 0 132 307 55 150 265 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1567 1728 1702 1585 1728 1702 1581 1728 1702 1585 Q Serve(g_s), s 0.3 11.3 8.3 1.2 7.9 0.0 4.4 0.0 0.0 5.1 2.4 0.0 Cycle Q Clear(g_c), s 0.3 11.3 8.3 1.2 7.9 0.0 4.4 0.0 0.0 5.1 2.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 99 475 210 101 546 190 3194 989 213 3228 V/C Ratio(X)0.04 0.73 0.64 0.36 0.62 0.69 0.10 0.06 0.70 0.08 Avail Cap(c_a), veh/h 156 1111 490 331 1638 562 3194 989 619 3228 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.99 0.99 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 53.6 49.9 35.6 58.3 55.5 0.0 52.4 0.0 0.0 55.2 8.6 0.0 Incr Delay (d2), s/veh 0.2 2.2 3.3 2.1 1.1 0.0 4.5 0.1 0.1 4.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 5.0 3.3 0.6 3.5 0.0 1.9 0.0 0.0 2.3 0.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.8 52.1 38.9 60.4 56.6 0.0 56.9 0.1 0.1 59.4 8.6 0.0 LnGrp LOS D D D E E EAAEA Approach Vol, veh/h 487 375 A 494 415 A Approach Delay, s/veh 48.5 57.0 15.3 27.0 Approach LOS D E B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.9 79.6 8.0 20.5 11.1 80.4 11.2 17.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 21.5 31.5 11.5 37.5 19.5 33.5 10.5 38.5 Max Q Clear Time (g_c+I1), s 7.1 2.0 3.2 13.3 6.4 4.4 2.3 9.9 Green Ext Time (p_c), s 0.3 1.9 0.0 2.4 0.3 1.5 0.0 2.0 Intersection Summary HCM 6th Ctrl Delay 36.0 HCM 6th LOS D Notes Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 3.2-30 Lanes, Volumes, Timings Existing (2022) PM Peak Hour 5: Pacific Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)9 497 3 3 450 44 6 3 2 59 4 4 Future Volume (vph)9 497 3 3 450 44 6 3 2 59 4 4 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)140 150 140 150 120 0 130 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft)90 100 90 60 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 40 30 30 Link Distance (ft)1639 1573 599 673 Travel Time (s)22.4 26.8 13.6 15.3 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph)10 546 3 3 495 48 7 3 2 65 4 4 Shared Lane Traffic (%) Lane Group Flow (vph) 10 546 3 3 495 48 7 5 0 65 8 0 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 52216688 44 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)10.0 27.0 27.0 10.0 27.0 27.0 23.0 23.0 23.0 23.0 Total Split (%)16.7% 45.0% 45.0% 16.7% 45.0% 45.0% 38.3% 38.3% 38.3% 38.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max Max Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 5: Pacific Av. & Gerald Ford Dr. 3.2-31 HCM 6th Signalized Intersection Summary Existing (2022) PM Peak Hour 5: Pacific Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 9 497 3 3 450 44 6 3 2 59 4 4 Future Volume (veh/h) 9 497 3 3 450 44 6 3 2 59 4 4 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 10 546 3 3 495 48 7 3 2 65 4 4 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222222222 Cap, veh/h 23 2362 731 7 2318 717 549 658 393 551 559 477 Arrive On Green 0.01 0.46 0.46 0.00 0.45 0.45 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1781 5106 1580 1781 5106 1580 1401 2135 1275 1404 1814 1546 Grp Volume(v), veh/h 10 546 3 3 495 48 7 2 3 65 4 4 Grp Sat Flow(s),veh/h/ln 1781 1702 1580 1781 1702 1580 1401 1777 1633 1404 1777 1583 Q Serve(g_s), s 0.3 3.9 0.1 0.1 3.5 1.0 0.2 0.1 0.1 2.0 0.1 0.1 Cycle Q Clear(g_c), s 0.3 3.9 0.1 0.1 3.5 1.0 0.3 0.1 0.1 2.1 0.1 0.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.78 1.00 0.98 Lane Grp Cap(c), veh/h 23 2362 731 7 2318 717 549 548 504 551 548 488 V/C Ratio(X) 0.44 0.23 0.00 0.41 0.21 0.07 0.01 0.00 0.01 0.12 0.01 0.01 Avail Cap(c_a), veh/h 163 2362 731 163 2318 717 549 548 504 551 548 488 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.80 0.80 0.80 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.4 9.7 8.7 29.8 9.9 9.2 14.5 14.4 14.4 15.1 14.4 14.4 Incr Delay (d2), s/veh 10.3 0.2 0.0 33.7 0.2 0.2 0.0 0.0 0.0 0.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.1 0.0 0.1 1.1 0.3 0.1 0.0 0.0 0.7 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.7 9.9 8.7 63.5 10.1 9.4 14.5 14.4 14.4 15.5 14.4 14.4 LnGrp LOS D AAEBABBBBBB Approach Vol, veh/h 559 546 12 73 Approach Delay, s/veh 10.4 10.3 14.5 15.4 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 4.7 32.3 23.0 5.3 31.7 23.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 22.5 18.5 5.5 22.5 18.5 Max Q Clear Time (g_c+I1), s 2.1 5.9 4.1 2.3 5.5 2.3 Green Ext Time (p_c), s 0.0 3.0 0.1 0.0 3.0 0.0 Intersection Summary HCM 6th Ctrl Delay 10.7 HCM 6th LOS B 3.2-32 Lanes, Volumes, Timings Existing (2022) PM Peak Hour 6: Technology Dr. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)37 510 11 6 405 37 46 15 36 69 12 46 Future Volume (vph)37 510 11 6 405 37 46 15 36 69 12 46 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 165 175 120 102 0 85 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft)90 90 90 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)40 40 35 35 Link Distance (ft)1634 919 541 642 Travel Time (s)27.9 15.7 10.5 12.5 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph)41 560 12 7 445 41 51 16 40 76 13 51 Shared Lane Traffic (%) Lane Group Flow (vph) 41 560 12 7 445 41 51 16 40 76 64 0 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 Detector Phase 74438822266 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)11.0 25.0 25.0 10.0 24.0 24.0 25.0 25.0 25.0 25.0 25.0 Total Split (%)18.3% 41.7% 41.7% 16.7% 40.0% 40.0% 41.7% 41.7% 41.7% 41.7% 41.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max C-Max C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 6: Technology Dr. & Gerald Ford Dr. 3.2-33 HCM 6th Signalized Intersection Summary Existing (2022) PM Peak Hour 6: Technology Dr. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 37 510 11 6 405 37 46 15 36 69 12 46 Future Volume (veh/h) 37 510 11 6 405 37 46 15 36 69 12 46 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 41 560 12 7 445 41 51 16 40 76 13 51 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222222222 Cap, veh/h 73 1003 307 16 839 256 857 1065 900 881 189 741 Arrive On Green 0.04 0.20 0.20 0.01 0.16 0.16 0.57 0.57 0.57 0.57 0.57 0.57 Sat Flow, veh/h 1781 5106 1565 1781 5106 1561 1335 1870 1581 1344 332 1301 Grp Volume(v), veh/h 41 560 12 7 445 41 51 16 40 76 0 64 Grp Sat Flow(s),veh/h/ln 1781 1702 1565 1781 1702 1561 1335 1870 1581 1344 0 1632 Q Serve(g_s), s 1.4 5.9 0.4 0.2 4.8 1.4 1.1 0.2 0.7 1.6 0.0 1.1 Cycle Q Clear(g_c), s 1.4 5.9 0.4 0.2 4.8 1.4 2.1 0.2 0.7 1.8 0.0 1.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.80 Lane Grp Cap(c), veh/h 73 1003 307 16 839 256 857 1065 900 881 0 929 V/C Ratio(X) 0.56 0.56 0.04 0.43 0.53 0.16 0.06 0.02 0.04 0.09 0.00 0.07 Avail Cap(c_a), veh/h 193 1745 535 163 1659 507 857 1065 900 881 0 929 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.92 0.92 0.92 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 28.2 21.8 19.5 29.6 23.0 21.5 6.3 5.6 5.7 6.0 0.0 5.8 Incr Delay (d2), s/veh 6.5 0.5 0.1 15.5 0.5 0.3 0.1 0.0 0.1 0.2 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 2.2 0.1 0.2 1.8 0.5 0.3 0.1 0.2 0.4 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.7 22.3 19.6 45.0 23.4 21.8 6.4 5.6 5.8 6.2 0.0 5.9 LnGrp LOS C C B D C C AAAAAA Approach Vol, veh/h 613 493 107 140 Approach Delay, s/veh 23.0 23.6 6.1 6.1 Approach LOS C C A A Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 38.7 5.1 16.3 38.7 7.0 14.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 5.5 20.5 20.5 6.5 19.5 Max Q Clear Time (g_c+I1), s 4.1 2.2 7.9 3.8 3.4 6.8 Green Ext Time (p_c), s 0.3 0.0 2.9 0.4 0.0 2.3 Intersection Summary HCM 6th Ctrl Delay 20.1 HCM 6th LOS C 3.2-34 Lanes, Volumes, Timings Existing (2022) PM Peak Hour 7: Cook St. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 392 212 98 58 166 150 156 945 25 154 633 160 Future Volume (vph) 392 212 98 58 166 150 156 945 25 154 633 160 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 230 160 200 210 120 290 360 Storage Lanes 2 0 2 1 2 1 2 1 Taper Length (ft)130 160 140 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)40 50 55 55 Link Distance (ft)919 837 1057 824 Travel Time (s)15.7 11.4 13.1 10.2 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)417 226 104 62 177 160 166 1005 27 164 673 170 Shared Lane Traffic (%) Lane Group Flow (vph) 417 226 104 62 177 160 166 1005 27 164 673 170 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 388522166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)31.0 45.0 12.0 26.0 26.0 18.0 46.0 46.0 17.0 45.0 45.0 Total Split (%)25.8% 37.5% 10.0% 21.7% 21.7% 15.0% 38.3% 38.3% 14.2% 37.5% 37.5% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 7: Cook St. & Gerald Ford Dr. 3.2-35 HCM 6th Signalized Intersection Summary Existing (2022) PM Peak Hour 7: Cook St. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 392 212 98 58 166 150 156 945 25 154 633 160 Future Volume (veh/h) 392 212 98 58 166 150 156 945 25 154 633 160 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 417 226 0 62 177 160 166 1005 27 164 673 170 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222222222 Cap, veh/h 489 826 126 453 200 226 2638 817 223 2634 815 Arrive On Green 0.24 0.39 0.00 0.04 0.13 0.13 0.07 0.52 0.52 0.06 0.52 0.52 Sat Flow, veh/h 3456 3554 1585 3456 3554 1566 3456 5106 1580 3456 5106 1580 Grp Volume(v), veh/h 417 226 0 62 177 160 166 1005 27 164 673 170 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1566 1728 1702 1580 1728 1702 1580 Q Serve(g_s), s 13.9 5.2 0.0 2.1 5.5 11.9 5.7 14.2 1.0 5.6 8.8 7.0 Cycle Q Clear(g_c), s 13.9 5.2 0.0 2.1 5.5 11.9 5.7 14.2 1.0 5.6 8.8 7.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 489 826 126 453 200 226 2638 817 223 2634 815 V/C Ratio(X)0.85 0.27 0.49 0.39 0.80 0.73 0.38 0.03 0.73 0.26 0.21 Avail Cap(c_a), veh/h 763 1199 216 637 281 389 2638 817 360 2634 815 HCM Platoon Ratio 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.93 0.93 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.6 29.8 0.0 56.7 48.1 50.9 55.1 17.4 14.3 55.1 16.2 15.8 Incr Delay (d2), s/veh 5.3 0.2 0.0 3.0 0.6 10.6 4.6 0.4 0.1 4.7 0.2 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 2.1 0.0 0.9 2.4 5.1 2.5 5.1 0.4 2.5 3.2 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 50.0 30.0 0.0 59.7 48.6 61.5 59.6 17.9 14.3 59.8 16.4 16.3 LnGrp LOS D C E D EEBBEBB Approach Vol, veh/h 643 A 399 1198 1007 Approach Delay, s/veh 42.9 55.5 23.6 23.5 Approach LOS D E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.2 66.5 8.9 32.4 12.3 66.4 21.5 19.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 12.5 41.5 7.5 40.5 13.5 40.5 26.5 21.5 Max Q Clear Time (g_c+I1), s 7.6 16.2 4.1 7.2 7.7 10.8 15.9 13.9 Green Ext Time (p_c), s 0.2 6.7 0.0 1.4 0.2 4.8 1.1 0.9 Intersection Summary HCM 6th Ctrl Delay 31.3 HCM 6th LOS C Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 3.2-36 Lanes, Volumes, Timings Existing (2022) PM Peak Hour 8: Portola Rd. & Julie Dr./College Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)49 12 8 13 3 5 5 401 9 5 354 42 Future Volume (vph)49 12 8 13 3 5 5 401 9 5 354 42 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)125 0 145 100 165 165 165 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft)90 90 120 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 55 55 Link Distance (ft)1533 463 3682 1684 Travel Time (s)34.8 10.5 45.6 20.9 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)53 13 9 14 3 5 5 436 10 5 385 46 Shared Lane Traffic (%) Lane Group Flow (vph) 53 22 0 14 3 5 5 436 10 5 431 0 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 Detector Phase 7 4 38852216 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 Total Split (s)30.0 37.0 18.0 25.0 25.0 17.0 48.0 48.0 17.0 48.0 Total Split (%)25.0% 30.8% 15.0% 20.8% 20.8% 14.2% 40.0% 40.0% 14.2% 40.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 8: Portola Rd. & Julie Dr./College Dr. 3.2-37 HCM 6th Signalized Intersection Summary Existing (2022) PM Peak Hour 8: Portola Rd. & Julie Dr./College Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 49 12 8 13 3 5 5 401 9 5 354 42 Future Volume (veh/h) 49 12 8 13 3 5 5 401 9 5 354 42 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 53 13 9 14 3 5 5 436 10 5 385 46 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 69 75 52 28 94 78 11 3851 1192 11 3494 409 Arrive On Green 0.04 0.07 0.07 0.02 0.05 0.05 0.01 0.75 0.75 0.01 1.00 1.00 Sat Flow, veh/h 1781 1020 706 1781 1870 1538 1781 5106 1580 1781 4632 543 Grp Volume(v), veh/h 53 0 22 14 3 5 5 436 10 5 281 150 Grp Sat Flow(s),veh/h/ln 1781 0 1726 1781 1870 1538 1781 1702 1580 1781 1702 1771 Q Serve(g_s), s 3.5 0.0 1.4 0.9 0.2 0.4 0.3 2.8 0.2 0.3 0.0 0.0 Cycle Q Clear(g_c), s 3.5 0.0 1.4 0.9 0.2 0.4 0.3 2.8 0.2 0.3 0.0 0.0 Prop In Lane 1.00 0.41 1.00 1.00 1.00 1.00 1.00 0.31 Lane Grp Cap(c), veh/h 69 0 127 28 94 78 11 3851 1192 11 2567 1335 V/C Ratio(X) 0.77 0.00 0.17 0.51 0.03 0.06 0.44 0.11 0.01 0.44 0.11 0.11 Avail Cap(c_a), veh/h 379 0 467 200 320 263 186 3851 1192 186 2567 1335 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 0.99 0.99 Uniform Delay (d), s/veh 57.1 0.0 52.1 58.6 54.2 54.3 59.4 4.0 3.6 59.0 0.0 0.0 Incr Delay (d2), s/veh 15.9 0.0 0.6 13.6 0.1 0.3 24.1 0.1 0.0 24.1 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 0.6 0.5 0.1 0.2 0.2 0.7 0.1 0.2 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 73.0 0.0 52.8 72.2 54.3 54.6 83.5 4.0 3.7 83.1 0.1 0.2 LnGrp LOS E A D E D D F A A F A A Approach Vol, veh/h 75 22 451 436 Approach Delay, s/veh 67.1 65.7 4.9 1.1 Approach LOS EEAA Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 5.3 95.0 6.4 13.4 5.3 95.0 9.2 10.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 12.5 43.5 13.5 32.5 12.5 43.5 25.5 20.5 Max Q Clear Time (g_c+I1), s 2.3 4.8 2.9 3.4 2.3 2.0 5.5 2.4 Green Ext Time (p_c), s 0.0 2.7 0.0 0.1 0.0 2.4 0.1 0.0 Intersection Summary HCM 6th Ctrl Delay 9.3 HCM 6th LOS A 3.2-38 Lanes, Volumes, Timings Existing (2022) PM Peak Hour 9: Portola Av. & Frank Sinatra Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)12 573 82 90 354 13 130 390 100 67 280 28 Future Volume (vph)12 573 82 90 354 13 130 390 100 67 280 28 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)120 230 140 100 260 50 180 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft)120 90 120 190 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)701 1558 512 3682 Travel Time (s)9.6 21.2 6.3 45.6 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)13 610 87 96 377 14 138 415 106 71 298 30 Shared Lane Traffic (%) Lane Group Flow (vph) 13 610 87 96 377 14 138 415 106 71 328 0 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 74438852216 Switch Phase Minimum Initial (s)5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 Minimum Split (s)9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 Total Split (s)9.5 20.0 20.0 9.5 20.0 20.0 10.2 21.0 21.0 9.5 20.3 Total Split (%)15.8% 33.3% 33.3% 15.8% 33.3% 33.3% 17.0% 35.0% 35.0% 15.8% 33.8% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 9: Portola Av. & Frank Sinatra Dr. 3.2-39 HCM 6th Signalized Intersection Summary Existing (2022) PM Peak Hour 9: Portola Av. & Frank Sinatra Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 12 573 82 90 354 13 130 390 100 67 280 28 Future Volume (veh/h) 12 573 82 90 354 13 130 390 100 67 280 28 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 13 610 87 96 377 14 138 415 106 71 298 30 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222222222 Cap, veh/h 29 796 353 123 983 436 169 1868 578 103 1552 153 Arrive On Green 0.02 0.22 0.22 0.07 0.28 0.28 0.09 0.37 0.37 0.06 0.33 0.33 Sat Flow, veh/h 1781 3554 1574 1781 3554 1576 1781 5106 1579 1781 4722 466 Grp Volume(v), veh/h 13 610 87 96 377 14 138 415 106 71 213 115 Grp Sat Flow(s),veh/h/ln 1781 1777 1574 1781 1777 1576 1781 1702 1579 1781 1702 1784 Q Serve(g_s), s 0.4 9.6 2.7 3.2 5.2 0.4 4.6 3.4 2.7 2.3 2.7 2.8 Cycle Q Clear(g_c), s 0.4 9.6 2.7 3.2 5.2 0.4 4.6 3.4 2.7 2.3 2.7 2.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.26 Lane Grp Cap(c), veh/h 29 796 353 123 983 436 169 1868 578 103 1119 586 V/C Ratio(X) 0.45 0.77 0.25 0.78 0.38 0.03 0.82 0.22 0.18 0.69 0.19 0.20 Avail Cap(c_a), veh/h 148 948 420 148 983 436 169 1868 578 148 1119 586 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.2 21.8 19.1 27.5 17.6 15.8 26.6 13.1 12.9 27.7 14.4 14.5 Incr Delay (d2), s/veh 10.5 3.2 0.4 19.5 0.2 0.0 25.6 0.3 0.7 7.9 0.4 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 3.7 0.9 1.9 1.8 0.1 2.9 1.0 0.9 1.1 0.9 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 39.8 25.0 19.5 47.0 17.8 15.9 52.2 13.4 13.6 35.7 14.8 15.2 LnGrp LOS D C B D B B D B B D B B Approach Vol, veh/h 710 487 659 399 Approach Delay, s/veh 24.6 23.5 21.6 18.6 Approach LOS C C C B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.0 26.0 8.6 17.4 10.2 23.7 5.5 20.6 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 5.0 17.0 5.0 16.0 5.7 16.3 5.0 16.0 Max Q Clear Time (g_c+I1), s 4.3 5.4 5.2 11.6 6.6 4.8 2.4 7.2 Green Ext Time (p_c), s 0.0 2.1 0.0 1.6 0.0 1.3 0.0 1.4 Intersection Summary HCM 6th Ctrl Delay 22.4 HCM 6th LOS C 3.2-40 Lanes, Volumes, Timings Existing (2022) PM Peak Hour 10: Portola Av. & Country Club Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)36 741 168 177 531 121 163 445 170 72 377 50 Future Volume (vph)36 741 168 177 531 121 163 445 170 72 377 50 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)200 105 180 80 160 135 200 50 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft)120 90 100 60 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)1030 784 945 2578 Travel Time (s)14.0 10.7 11.7 32.0 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)37 764 173 182 547 125 168 459 175 74 389 52 Shared Lane Traffic (%) Lane Group Flow (vph) 37 764 173 182 547 125 168 459 175 74 389 52 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4826 Detector Phase 744388522166 Switch Phase Minimum Initial (s)5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 Minimum Split (s)9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 Total Split (s)11.3 41.0 41.0 27.0 56.7 56.7 26.0 36.9 36.9 15.1 26.0 26.0 Total Split (%)9.4% 34.2% 34.2% 22.5% 47.3% 47.3% 21.7% 30.8% 30.8% 12.6% 21.7% 21.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 10: Portola Av. & Country Club Dr. 3.2-41 HCM 6th Signalized Intersection Summary Existing (2022) PM Peak Hour 10: Portola Av. & Country Club Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 36 741 168 177 531 121 163 445 170 72 377 50 Future Volume (veh/h) 36 741 168 177 531 121 163 445 170 72 377 50 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 37 764 173 182 547 125 168 459 175 74 389 52 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %222222222222 Cap, veh/h 53 899 399 212 1217 541 198 1539 684 95 1334 593 Arrive On Green 0.03 0.25 0.25 0.12 0.34 0.34 0.11 0.43 0.43 0.05 0.38 0.38 Sat Flow, veh/h 1781 3554 1576 1781 3554 1578 1781 3554 1580 1781 3554 1579 Grp Volume(v), veh/h 37 764 173 182 547 125 168 459 175 74 389 52 Grp Sat Flow(s),veh/h/ln 1781 1777 1576 1781 1777 1578 1781 1777 1580 1781 1777 1579 Q Serve(g_s), s 2.5 24.5 11.1 12.0 14.4 6.8 11.1 10.1 8.5 4.9 9.2 2.6 Cycle Q Clear(g_c), s 2.5 24.5 11.1 12.0 14.4 6.8 11.1 10.1 8.5 4.9 9.2 2.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 53 899 399 212 1217 541 198 1539 684 95 1334 593 V/C Ratio(X) 0.70 0.85 0.43 0.86 0.45 0.23 0.85 0.30 0.26 0.78 0.29 0.09 Avail Cap(c_a), veh/h 101 1096 486 334 1561 693 319 1539 684 157 1334 593 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.7 42.6 37.6 51.9 30.7 28.2 52.4 22.1 21.7 56.1 26.3 24.2 Incr Delay (d2), s/veh 15.7 5.5 0.7 12.4 0.3 0.2 11.4 0.5 0.9 13.1 0.6 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.3 11.0 4.2 5.9 5.9 2.5 5.4 4.0 3.1 2.5 3.8 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 73.4 48.1 38.3 64.2 30.9 28.4 63.8 22.6 22.6 69.2 26.8 24.5 LnGrp LOS E D D E C C E C C E C C Approach Vol, veh/h 974 854 802 515 Approach Delay, s/veh 47.4 37.6 31.2 32.7 Approach LOS DDCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.9 56.0 18.8 34.4 17.8 49.0 8.0 45.1 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 10.6 32.9 22.5 37.0 21.5 22.0 6.8 52.7 Max Q Clear Time (g_c+I1), s 6.9 12.1 14.0 26.5 13.1 11.2 4.5 16.4 Green Ext Time (p_c), s 0.0 3.1 0.3 3.8 0.2 1.7 0.0 3.9 Intersection Summary HCM 6th Ctrl Delay 38.2 HCM 6th LOS D 3.2-42 Lanes, Volumes, Timings Existing (2022) PM Peak Hour 11: Monterey Av. & Dinah Shore Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 503 276 256 42 336 571 295 936 28 306 693 317 Future Volume (vph) 503 276 256 42 336 571 295 936 28 306 693 317 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)285 190 160 180 255 0 170 240 Storage Lanes 2 0 2 1 2 0 2 1 Taper Length (ft)120 120 170 120 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)45 45 55 55 Link Distance (ft)738 1225 3625 489 Travel Time (s)11.2 18.6 44.9 6.1 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)519 285 264 43 346 589 304 965 29 315 714 327 Shared Lane Traffic (%) Lane Group Flow (vph) 519 285 264 43 346 589 304 994 0 315 714 327 Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Free Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 Free Free Detector Phase 74438 52 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)33.0 47.0 47.0 10.0 24.0 23.0 40.0 23.0 40.0 Total Split (%)27.5% 39.2% 39.2% 8.3% 20.0% 19.2% 33.3% 19.2% 33.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 11: Monterey Av. & Dinah Shore Dr. 3.2-43 HCM 6th Signalized Intersection Summary Existing (2022) PM Peak Hour 11: Monterey Av. & Dinah Shore Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\01 - Existing Lanes NP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 503 276 256 42 336 571 295 936 28 306 693 317 Future Volume (veh/h) 503 276 256 42 336 571 295 936 28 306 693 317 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 519 285 264 43 346 0 304 965 29 315 714 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %222222222222 Cap, veh/h 600 945 419 110 441 370 2251 68 381 2273 Arrive On Green 0.17 0.27 0.27 0.03 0.12 0.00 0.11 0.44 0.44 0.11 0.45 0.00 Sat Flow, veh/h 3456 3554 1576 3456 3554 1585 3456 5093 153 3456 5106 1585 Grp Volume(v), veh/h 519 285 264 43 346 0 304 645 349 315 714 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1576 1728 1777 1585 1728 1702 1842 1728 1702 1585 Q Serve(g_s), s 17.5 7.7 17.7 1.5 11.3 0.0 10.3 15.6 15.7 10.7 10.8 0.0 Cycle Q Clear(g_c), s 17.5 7.7 17.7 1.5 11.3 0.0 10.3 15.6 15.7 10.7 10.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.08 1.00 1.00 Lane Grp Cap(c), veh/h 600 945 419 110 441 370 1504 814 381 2273 V/C Ratio(X)0.87 0.30 0.63 0.39 0.78 0.82 0.43 0.43 0.83 0.31 Avail Cap(c_a), veh/h 821 1259 558 158 577 533 1504 814 533 2273 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 48.2 35.1 38.8 57.0 51.0 0.0 52.4 23.0 23.1 52.3 21.5 0.0 Incr Delay (d2), s/veh 7.3 0.2 1.6 2.3 5.2 0.0 6.7 0.9 1.7 7.4 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.9 3.3 6.8 0.7 5.2 0.0 4.6 6.0 6.7 4.8 4.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 55.5 35.3 40.4 59.2 56.2 0.0 59.2 23.9 24.7 59.7 21.8 0.0 LnGrp LOS E D D E E E C C E C Approach Vol, veh/h 1068 389 A 1298 1029 A Approach Delay, s/veh 46.4 56.5 32.4 33.4 Approach LOS D E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 17.7 57.5 8.3 36.4 17.4 57.9 25.3 19.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 35.5 5.5 42.5 18.5 35.5 28.5 19.5 Max Q Clear Time (g_c+I1), s 12.7 17.7 3.5 19.7 12.3 12.8 19.5 13.3 Green Ext Time (p_c), s 0.5 5.3 0.0 2.5 0.5 4.3 1.3 1.0 Intersection Summary HCM 6th Ctrl Delay 39.1 HCM 6th LOS D Notes Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 3.2-44 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx APPENDIX 3.3: TRAFFIC SIGNAL WARRANT ANALYSIS WORKSHEETS Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx This Page Intentionally Left Blank California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-4. Warrant 3, Peak Hour (70% Factor) Traffic Conditions = EXISTING (2022) AM PEAK HOUR WARRANTS Major Street Name =Gerald Ford Dr.Total of Both Approaches (VPH) =906 Number of Approach Lanes Major Street =2 Minor Street Name =Rembrandt Pkwy.High Volume Approach (VPH) =85 Number of Approach Lanes Minor Street =1 Intersection ID: #3 (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET) SIGNAL WARRANT NOT SATISFIED *Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane90685 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300Minor Street - Higher-Volume Approach (VPH)Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor) 2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor) Major Street Approaches Minor Street Approaches F:\UXRjobs\_14600-15000\14702\Warrants\01 - Existing\03R_AM.xls\Fig 4C-4 (Rural Peak) 3.3-1 California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-4. Warrant 3, Peak Hour (70% Factor) Traffic Conditions = EXISTING (2022) PM PEAK HOUR WARRANTS Major Street Name =Gerald Ford Dr.Total of Both Approaches (VPH) =920 Number of Approach Lanes Major Street =2 Minor Street Name =Rembrandt Pkwy.High Volume Approach (VPH) =40 Number of Approach Lanes Minor Street =1 Intersection ID: #3 (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET) SIGNAL WARRANT NOT SATISFIED *Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane92040 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300Minor Street - Higher-Volume Approach (VPH)Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor)2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)Major Street Approaches Minor Street Approaches F:\UXRjobs\_14600-15000\14702\Warrants\01 - Existing\03R_PM.xls\Fig 4C-4 (Rural Peak) 3.3-2 California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-4. Warrant 3, Peak Hour (70% Factor) Traffic Conditions = EAP AM PEAK HOUR WARRANTS Major Street Name =Gerald Ford Dr.Total of Both Approaches (VPH) =1,079 Number of Approach Lanes Major Street =2 Minor Street Name =Rembrandt Pkwy.High Volume Approach (VPH) =221 Number of Approach Lanes Minor Street =1 Intersection ID: #3 (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET) WARRANTED FOR A SIGNAL *Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane1079221 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300Minor Street - Higher-Volume Approach (VPH)Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor) 2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor) Major Street Approaches Minor Street Approaches F:\UXRjobs\_14600-15000\14702\Warrants\02 - EAP\03R_AM.xls\Fig 4C-4 (Rural Peak) 3.3-3 California MUTCD 2014 Edition (FHWA's MUTCD 2009, as amended for use in California) Figure 4C-4. Warrant 3, Peak Hour (70% Factor) Traffic Conditions = EAP PM PEAK HOUR WARRANTS Major Street Name =Gerald Ford Dr.Total of Both Approaches (VPH) =1,250 Number of Approach Lanes Major Street =2 Minor Street Name =Rembrandt Pkwy.High Volume Approach (VPH) =145 Number of Approach Lanes Minor Street =1 Intersection ID: #3 (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 64 km/h OR ABOVE 40 mph ON MAJOR STREET) WARRANTED FOR A SIGNAL *Note: 100 vph applies as the lower threshold for a minor-street approach with two or more lanes and 75 vph applies as the lower threshold for a minor-street approach with one lane 1250145 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300Minor Street - Higher-Volume Approach (VPH)Major Street - Total of Both Approaches (VPH) 1 Lane (Major) & 1 Lane (Minor)2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)Major Street Approaches Minor Street Approaches F:\UXRjobs\_14600-15000\14702\Warrants\02 - EAP\03R_PM.xls\Fig 4C-4 (Rural Peak) 3.3-4 California MUTCD (FHWA's MUTCD 2012, as amended for use in California) Figure 4C-103 (CA). Traffic Signal Warrants Worksheet (Average Traffic Estimate Form) ___ ___ ___ ___TRAFFIC CONDITIONS DIST CO RTE PM CALC DATE Jurisdiction:Palm Desert CHK DATE Major Street:Gerald Ford Dr.Critical Approach Speed (Major) 35 mph Minor Street:Rembrandt Pkwy.Critical Approach Speed (Minor) 30 mph Major Street Approach Lanes =1 lane Minor Street Approach Lanes 1 lane Major Street Future ADT =14,966 vpd Minor Street Future ADT =2,181 vpd Speed limit or critical speed on major street traffic > 64 km/h (40 mph); ….…... or In built up area of isolated community of < 10,000 population …………….….…. Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 14,966 1 2,181 8,000 *5,600 2,400 1,680 2 + 1 9,600 6,720 2,400 1,680 2 + 2 +9,600 6,720 3,200 2,240 1 2 +8,000 5,600 3,200 2,240 Satisfied Not Satisfied XX Number of lanes for moving traffic on each approach Urban Rural Urban Rural 1 14,966 1 2,181 12,000 *8,400 1,200 *850 2 + 1 14,400 10,080 1,200 850 2 + 2 +14,400 10,080 1,600 1,120 1 2 +12,000 8,400 1,600 1,120 No one condition satisfied, but following conditions fulfilled 80% of more ….. A B 91% 100% Note: To be used only for NEW INTERSECTIONS or other locations where it is not reasonable to count actual traffic volumes. The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal. Combination of CONDITIONS A + B 2 CONDITIONS 80% 2 CONDITIONS 80% Satisfied Not Satisfied XX on Major Street Minor Street Approach (Total of Both Approaches) (One Direction Only) Major Street Minor Street Major Street Minor Street CONDITION B - Interruption of Continuous Traffic Vehicles Per Day Vehicles Per Day on Higher-Volume XX Major Street Minor Street Approach (Total of Both Approaches) (One Direction Only) CONDITION A - Minimum Vehicular Volume Vehicles Per Day Satisfied Not Satisfied Vehicles Per Day on on Higher-Volume XX ADT EAP JC 05/31/22 URBAN (U) (Based on Estimated Average Daily Traffic - See Note) URBAN RURAL Minimum Requirements F:\UXRjobs\_14600-15000\14702\Warrants\Daily.xlsx\03_EAP 3.3-5 Vitalia/Refuge Palm Desert Residential Traffic Analysis 14702-03 TA Report.docx This Page Intentionally Left Blank Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx APPENDIX 5.1: EAP (2027) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx This Page Intentionally Left Blank Lanes, Volumes, Timings EAP (2027) AM Peak Hour 1: Monterey Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)94 275 147 134 417 114 105 617 33 60 1081 103 Future Volume (vph)94 275 147 134 417 114 105 617 33 60 1081 103 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)165 165 190 210 200 0 200 315 Storage Lanes 2 1 2 0 2 0 2 1 Taper Length (ft)90 140 120 120 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)511 1502 732 1716 Travel Time (s)7.0 20.5 9.1 21.3 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph)108 316 169 154 479 131 121 709 38 69 1243 118 Shared Lane Traffic (%) Lane Group Flow (vph) 108 316 169 154 479 131 121 747 0 69 1243 118 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 74438852 166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 22.5 Total Split (s)15.0 32.0 32.0 18.0 35.0 35.0 16.0 58.0 12.0 54.0 54.0 Total Split (%)12.5% 26.7% 26.7% 15.0% 29.2% 29.2% 13.3% 48.3% 10.0% 45.0% 45.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 1: Monterey Av. & Gerald Ford Dr. 5.1-1 HCM 6th Signalized Intersection Summary EAP (2027) AM Peak Hour 1: Monterey Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 94 275 147 134 417 114 105 617 33 60 1081 103 Future Volume (veh/h) 94 275 147 134 417 114 105 617 33 60 1081 103 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 108 316 169 154 479 131 121 709 38 69 1243 0 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, %222222222222 Cap, veh/h 162 554 245 215 609 269 177 2948 157 130 2964 Arrive On Green 0.05 0.16 0.16 0.02 0.06 0.06 0.05 0.59 0.59 0.04 0.58 0.00 Sat Flow, veh/h 3456 3554 1570 3456 3554 1571 3456 4961 265 3456 5106 1585 Grp Volume(v), veh/h 108 316 169 154 479 131 121 486 261 69 1243 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1570 1728 1777 1571 1728 1702 1822 1728 1702 1585 Q Serve(g_s), s 3.7 9.9 12.2 5.3 16.0 9.7 4.1 8.1 8.2 2.4 16.2 0.0 Cycle Q Clear(g_c), s 3.7 9.9 12.2 5.3 16.0 9.7 4.1 8.1 8.2 2.4 16.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.15 1.00 1.00 Lane Grp Cap(c), veh/h 162 554 245 215 609 269 177 2023 1083 130 2964 V/C Ratio(X) 0.67 0.57 0.69 0.71 0.79 0.49 0.68 0.24 0.24 0.53 0.42 Avail Cap(c_a), veh/h 302 814 360 389 903 399 331 2023 1083 216 2964 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.96 0.96 0.96 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 56.3 46.9 47.9 57.7 54.4 51.5 56.0 11.5 11.5 56.7 14.0 0.0 Incr Delay (d2), s/veh 4.6 0.9 3.5 4.2 2.7 1.3 4.6 0.3 0.5 3.4 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 4.3 4.8 2.4 7.8 4.0 1.8 2.8 3.1 1.0 5.6 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.9 47.8 51.4 61.9 57.1 52.8 60.6 11.8 12.1 60.1 14.4 0.0 LnGrp LOS E D D E E D EBBEB Approach Vol, veh/h 593 764 868 1312 A Approach Delay, s/veh 51.2 57.3 18.7 16.8 Approach LOS D E B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.0 75.8 12.0 23.2 10.7 74.2 10.1 25.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 53.5 13.5 27.5 11.5 49.5 10.5 30.5 Max Q Clear Time (g_c+I1), s 4.4 10.2 7.3 14.2 6.1 18.2 5.7 18.0 Green Ext Time (p_c), s 0.0 4.5 0.2 1.9 0.1 9.1 0.1 2.6 Intersection Summary HCM 6th Ctrl Delay 31.8 HCM 6th LOS C Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 5.1-2 Lanes, Volumes, Timings EAP (2027) AM Peak Hour 2: Gerald Ford Dr. & Gateway Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)25 343 647 110 126 30 Future Volume (vph)25 343 647 110 126 30 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)195 125 0 0 Storage Lanes 1 1 1 1 Taper Length (ft) 120 90 Right Turn on Red Yes Yes Link Speed (mph)50 50 30 Link Distance (ft)1502 2201 993 Travel Time (s)20.5 30.0 22.6 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph)28 385 727 124 142 34 Shared Lane Traffic (%) Lane Group Flow (vph) 28 385 727 124 142 34 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 6 4 Detector Phase 526644 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)10.0 36.0 26.0 26.0 24.0 24.0 Total Split (%)16.7% 60.0% 43.3% 43.3% 40.0% 40.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None C-Max C-Max C-Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 2: Gerald Ford Dr. & Gateway 5.1-3 HCM 6th Signalized Intersection Summary EAP (2027) AM Peak Hour 2: Gerald Ford Dr. & Gateway Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 25 343 647 110 126 30 Future Volume (veh/h) 25 343 647 110 126 30 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 28 385 727 124 142 34 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222 Cap, veh/h 55 1866 2139 660 579 515 Arrive On Green 0.03 0.52 0.42 0.42 0.32 0.32 Sat Flow, veh/h 1781 3647 5274 1576 1781 1585 Grp Volume(v), veh/h 28 385 727 124 142 34 Grp Sat Flow(s),veh/h/ln 1781 1777 1702 1576 1781 1585 Q Serve(g_s), s 0.9 3.5 5.8 3.0 3.5 0.9 Cycle Q Clear(g_c), s 0.9 3.5 5.8 3.0 3.5 0.9 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 55 1866 2139 660 579 515 V/C Ratio(X) 0.51 0.21 0.34 0.19 0.25 0.07 Avail Cap(c_a), veh/h 163 1866 2139 660 579 515 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.87 0.87 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.6 7.6 11.8 11.0 14.9 14.0 Incr Delay (d2), s/veh 6.1 0.2 0.4 0.6 1.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.9 1.8 0.9 1.5 1.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.7 7.8 12.2 11.6 15.9 14.2 LnGrp LOS C ABBBB Approach Vol, veh/h 413 851 176 Approach Delay, s/veh 9.6 12.2 15.5 Approach LOS A B B Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 36.0 24.0 6.4 29.6 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 31.5 19.5 5.5 21.5 Max Q Clear Time (g_c+I1), s 5.5 5.5 2.9 7.8 Green Ext Time (p_c), s 2.2 0.4 0.0 4.1 Intersection Summary HCM 6th Ctrl Delay 11.8 HCM 6th LOS B 5.1-4 Lanes, Volumes, Timings EAP (2027) AM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)18 363 46 33 595 24 127 2 92 50 1 44 Future Volume (vph)18 363 46 33 595 24 127 2 92 50 1 44 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)190 0 150 110 0 150 0 50 Storage Lanes 1 0 1 1 0 1 0 1 Taper Length (ft)120 90 90 90 Link Speed (mph)50 50 30 30 Link Distance (ft)2201 915 434 430 Travel Time (s)30.0 12.5 9.9 9.8 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph)20 408 52 37 669 27 143 2 103 56 1 49 Shared Lane Traffic (%) Lane Group Flow (vph) 20 460 0 37 669 27 0 145 103 0 57 49 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized 5.1-5 HCM 6th TWSC EAP (2027) AM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 363 46 33 595 24 127 2 92 50 1 44 Future Vol, veh/h 18 363 46 33 595 24 127 2 92 50 1 44 Conflicting Peds, #/hr 5 00005000505 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 190 - - 150 - 110 - - 150 - - 50 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 22222222222 Mvmt Flow 20 408 52 37 669 27 143 2 103 56 1 49 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 701 0 0 460 0 0 821 1249 235 998 1248 345 Stage 1 ------474474-748748- Stage 2 ------347775-250500- Critical Hdwy 5.34 - - 4.14 - - 6.99 6.54 6.94 6.99 6.54 7.14 Critical Hdwy Stg 1 ------6.54 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 ------6.74 5.54 - 6.54 5.54 - Follow-up Hdwy 3.12 - - 2.22 - - 3.67 4.02 3.32 3.67 4.02 3.92 Pot Cap-1 Maneuver 544 - - 1097 - - 294 172 767 225 172 556 Stage 1 ------523556-305418- Stage 2 ------608406-706541- Platoon blocked, % - - - - Mov Cap-1 Maneuver 541 - - 1097 - - 251 159 763 180 159 551 Mov Cap-2 Maneuver ------251159-180159- Stage 1 ------504535-292402- Stage 2 ------531390-583521- Approach EB WB NB SB HCM Control Delay, s 0.5 0.4 26.4 24 HCM LOS D C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)249 763 541 - - 1097 - - 180 551 HCM Lane V/C Ratio 0.582 0.135 0.037 - - 0.034 - - 0.318 0.09 HCM Control Delay (s) 37.8 10.5 11.9 - - 8.4 - - 34.1 12.2 HCM Lane LOS E B B - - A - - D B HCM 95th %tile Q(veh) 3.3 0.5 0.1 - - 0.1 - - 1.3 0.3 5.1-6 Lanes, Volumes, Timings EAP (2027) AM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr.With Improvements Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\102 - Existing Lanes WP_IMP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)18 363 46 33 595 24 127 2 92 50 1 44 Future Volume (vph)18 363 46 33 595 24 127 2 92 50 1 44 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)190 0 150 110 0 150 0 50 Storage Lanes 1 0 1 1 0 1 0 1 Taper Length (ft)120 90 90 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 30 30 Link Distance (ft)2201 915 434 430 Travel Time (s)30.0 12.5 9.9 9.8 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph)20 408 52 37 669 27 143 2 103 56 1 49 Shared Lane Traffic (%) Lane Group Flow (vph) 20 460 0 37 669 27 0 145 103 0 57 49 Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 6 8 8 4 4 Detector Phase 5 2 166888444 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)10.0 25.0 11.0 26.0 26.0 24.0 24.0 24.0 24.0 24.0 24.0 Total Split (%)16.7% 41.7% 18.3% 43.3% 43.3% 40.0% 40.0% 40.0% 40.0% 40.0% 40.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr. 5.1-7 HCM 6th Signalized Intersection Summary EAP (2027) AM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr.With Improvements Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\102 - Existing Lanes WP_IMP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 18 363 46 33 595 24 127 2 92 50 1 44 Future Volume (veh/h) 18 363 46 33 595 24 127 2 92 50 1 44 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 20 408 52 37 669 27 143 2 103 56 1 49 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222 Cap, veh/h 42 1305 165 68 2177 672 119 1 515 119 1 513 Arrive On Green 0.02 0.28 0.28 0.04 0.43 0.43 0.32 0.32 0.32 0.32 0.32 0.32 Sat Flow, veh/h 1781 3170 402 1781 5106 1576 0 3 1585 0 3 1578 Grp Volume(v), veh/h 20 228 232 37 669 27 145 0 103 57 0 49 Grp Sat Flow(s),veh/h/ln 1781 1777 1795 1781 1702 1576 3 0 1585 3 0 1578 Q Serve(g_s), s 0.7 6.1 6.2 1.2 5.2 0.6 0.0 0.0 2.8 0.0 0.0 1.3 Cycle Q Clear(g_c), s 0.7 6.1 6.2 1.2 5.2 0.6 19.5 0.0 2.8 19.5 0.0 1.3 Prop In Lane 1.00 0.22 1.00 1.00 0.99 1.00 0.98 1.00 Lane Grp Cap(c), veh/h 42 731 739 68 2177 672 120 0 515 120 0 513 V/C Ratio(X) 0.48 0.31 0.31 0.54 0.31 0.04 1.21 0.00 0.20 0.47 0.00 0.10 Avail Cap(c_a), veh/h 163 731 739 193 2177 672 120 0 515 120 0 513 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.98 0.98 0.98 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.2 15.0 15.0 28.3 11.4 10.0 29.9 0.0 14.6 29.6 0.0 14.1 Incr Delay (d2), s/veh 7.9 1.1 1.1 6.5 0.4 0.1 148.4 0.0 0.9 12.9 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 2.2 2.3 0.6 1.6 0.2 6.6 0.0 1.0 1.2 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 37.1 16.1 16.1 34.8 11.7 10.2 178.3 0.0 15.5 42.5 0.0 14.5 LnGrp LOS D B B C B B F A B D A B Approach Vol, veh/h 480 733 248 106 Approach Delay, s/veh 17.0 12.8 110.7 29.5 Approach LOS B B F C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.8 29.2 24.0 5.9 30.1 24.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.5 20.5 19.5 5.5 21.5 19.5 Max Q Clear Time (g_c+I1), s 3.2 8.2 21.5 2.7 7.2 21.5 Green Ext Time (p_c), s 0.0 1.9 0.0 0.0 3.5 0.0 Intersection Summary HCM 6th Ctrl Delay 30.7 HCM 6th LOS C 5.1-8 Lanes, Volumes, Timings EAP (2027) AM Peak Hour 4: Portola Rd. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)7 339 170 37 540 178 110 270 43 83 243 2 Future Volume (vph)7 339 170 37 540 178 110 270 43 83 243 2 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)165 50 255 300 245 205 255 215 Storage Lanes 1 1 2 1 2 1 2 0 Taper Length (ft)90 120 120 110 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)658 1639 1684 1545 Travel Time (s)9.0 22.4 20.9 19.2 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph)8 399 200 44 635 209 129 318 51 98 286 2 Shared Lane Traffic (%) Lane Group Flow (vph) 8 399 200 44 635 209 129 318 51 98 286 2 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4826 Detector Phase 744388522166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)14.0 47.0 47.0 15.0 48.0 48.0 23.0 38.0 38.0 20.0 35.0 35.0 Total Split (%)11.7% 39.2% 39.2% 12.5% 40.0% 40.0% 19.2% 31.7% 31.7% 16.7% 29.2% 29.2% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 4: Portola Rd. & Gerald Ford Dr. 5.1-9 HCM 6th Signalized Intersection Summary EAP (2027) AM Peak Hour 4: Portola Rd. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 7 339 170 37 540 178 110 270 43 83 243 2 Future Volume (veh/h) 7 339 170 37 540 178 110 270 43 83 243 2 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 8 399 200 44 635 0 129 318 51 98 286 0 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 23 531 235 111 860 187 3188 987 152 3137 Arrive On Green 0.01 0.15 0.15 0.03 0.17 0.00 0.11 1.00 1.00 0.04 0.61 0.00 Sat Flow, veh/h 1781 3554 1569 3456 5106 1585 3456 5106 1581 3456 5106 1585 Grp Volume(v), veh/h 8 399 200 44 635 0 129 318 51 98 286 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1569 1728 1702 1585 1728 1702 1581 1728 1702 1585 Q Serve(g_s), s 0.5 12.9 12.6 1.5 14.2 0.0 4.3 0.0 0.0 3.3 2.7 0.0 Cycle Q Clear(g_c), s 0.5 12.9 12.6 1.5 14.2 0.0 4.3 0.0 0.0 3.3 2.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 23 531 235 111 860 187 3188 987 152 3137 V/C Ratio(X)0.34 0.75 0.85 0.40 0.74 0.69 0.10 0.05 0.64 0.09 Avail Cap(c_a), veh/h 141 1259 556 302 1851 533 3188 987 446 3137 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.95 0.95 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 58.7 48.9 35.8 56.9 47.4 0.0 52.5 0.0 0.0 56.4 9.5 0.0 Incr Delay (d2), s/veh 8.3 2.2 8.5 2.2 1.2 0.0 4.5 0.1 0.1 4.5 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 5.7 5.2 0.7 5.9 0.0 1.9 0.0 0.0 1.5 0.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 67.0 51.1 44.3 59.1 48.6 0.0 57.1 0.1 0.1 60.9 9.5 0.0 LnGrp LOS E D D E D EAAEA Approach Vol, veh/h 607 679 A 498 384 A Approach Delay, s/veh 49.0 49.3 14.8 22.6 Approach LOS D D B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.8 79.4 8.3 22.4 11.0 78.2 6.1 24.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 15.5 33.5 10.5 42.5 18.5 30.5 9.5 43.5 Max Q Clear Time (g_c+I1), s 5.3 2.0 3.5 14.9 6.3 4.7 2.5 16.2 Green Ext Time (p_c), s 0.2 2.0 0.0 3.0 0.3 1.6 0.0 4.0 Intersection Summary HCM 6th Ctrl Delay 36.6 HCM 6th LOS D Notes Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 5.1-10 Lanes, Volumes, Timings EAP (2027) AM Peak Hour 5: Pacific Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)1 458 6 11 732 23 6 7 3 40 3 17 Future Volume (vph)1 458 6 11 732 23 6 7 3 40 3 17 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)140 150 140 150 120 0 130 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft)90 100 90 60 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 40 30 30 Link Distance (ft)1639 1573 599 673 Travel Time (s)22.4 26.8 13.6 15.3 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph)1 552 7 13 882 28 7 8 4 48 4 20 Shared Lane Traffic (%) Lane Group Flow (vph) 1 552 7 13 882 28 7 12 0 48 24 0 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 52216688 44 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)10.0 27.0 27.0 10.0 27.0 27.0 23.0 23.0 23.0 23.0 Total Split (%)16.7% 45.0% 45.0% 16.7% 45.0% 45.0% 38.3% 38.3% 38.3% 38.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max Max Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 5: Pacific Av. & Gerald Ford Dr. 5.1-11 HCM 6th Signalized Intersection Summary EAP (2027) AM Peak Hour 5: Pacific Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 1 458 6 11 732 23 6 7 3 40 3 17 Future Volume (veh/h) 1 458 6 11 732 23 6 7 3 40 3 17 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 1 552 7 13 882 28 7 8 4 48 4 20 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, %222222222222 Cap, veh/h 3 2300 712 29 2376 735 533 727 335 547 548 486 Arrive On Green 0.00 0.15 0.15 0.02 0.47 0.47 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1781 5106 1580 1781 5106 1580 1381 2359 1086 1396 1777 1577 Grp Volume(v), veh/h 1 552 7 13 882 28 7 6 6 48 4 20 Grp Sat Flow(s),veh/h/ln 1781 1702 1580 1781 1702 1580 1381 1777 1669 1396 1777 1577 Q Serve(g_s), s 0.0 5.7 0.2 0.4 6.7 0.6 0.2 0.1 0.2 1.5 0.1 0.5 Cycle Q Clear(g_c), s 0.0 5.7 0.2 0.4 6.7 0.6 0.7 0.1 0.2 1.6 0.1 0.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.65 1.00 1.00 Lane Grp Cap(c), veh/h 3 2300 712 29 2376 735 533 548 514 547 548 486 V/C Ratio(X) 0.34 0.24 0.01 0.45 0.37 0.04 0.01 0.01 0.01 0.09 0.01 0.04 Avail Cap(c_a), veh/h 163 2300 712 163 2376 735 533 548 514 547 548 486 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.81 0.81 0.81 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.0 16.5 14.1 29.2 10.4 8.7 14.8 14.4 14.4 15.0 14.4 14.5 Incr Delay (d2), s/veh 46.6 0.2 0.0 10.5 0.4 0.1 0.0 0.0 0.0 0.3 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 1.9 0.1 0.3 2.1 0.2 0.1 0.1 0.1 0.5 0.0 0.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 76.6 16.7 14.2 39.8 10.8 8.8 14.8 14.4 14.4 15.3 14.4 14.7 LnGrp LOS E B B D BABBBBBB Approach Vol, veh/h 560 923 19 72 Approach Delay, s/veh 16.7 11.2 14.6 15.1 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 5.5 31.5 23.0 4.6 32.4 23.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 22.5 18.5 5.5 22.5 18.5 Max Q Clear Time (g_c+I1), s 2.4 7.7 3.6 2.0 8.7 2.7 Green Ext Time (p_c), s 0.0 2.9 0.2 0.0 4.9 0.0 Intersection Summary HCM 6th Ctrl Delay 13.4 HCM 6th LOS B 5.1-12 Lanes, Volumes, Timings EAP (2027) AM Peak Hour 6: Technology Dr. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)41 412 48 15 705 46 24 24 21 66 19 38 Future Volume (vph)41 412 48 15 705 46 24 24 21 66 19 38 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 165 175 120 102 0 85 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft)90 90 90 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)40 40 35 35 Link Distance (ft)1634 919 541 642 Travel Time (s)27.9 15.7 10.5 12.5 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph)49 496 58 18 849 55 29 29 25 80 23 46 Shared Lane Traffic (%) Lane Group Flow (vph) 49 496 58 18 849 55 29 29 25 80 69 0 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 Detector Phase 74438822266 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)11.0 25.0 25.0 10.0 24.0 24.0 25.0 25.0 25.0 25.0 25.0 Total Split (%)18.3% 41.7% 41.7% 16.7% 40.0% 40.0% 41.7% 41.7% 41.7% 41.7% 41.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max C-Max C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 6: Technology Dr. & Gerald Ford Dr. 5.1-13 HCM 6th Signalized Intersection Summary EAP (2027) AM Peak Hour 6: Technology Dr. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 41 412 48 15 705 46 24 24 21 66 19 38 Future Volume (veh/h) 41 412 48 15 705 46 24 24 21 66 19 38 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 496 58 18 849 55 29 29 25 80 23 46 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, %222222222222 Cap, veh/h 83 909 278 201 1247 383 734 906 765 761 269 538 Arrive On Green 0.05 0.18 0.18 0.15 0.32 0.32 0.48 0.48 0.48 0.48 0.48 0.48 Sat Flow, veh/h 1781 5106 1563 1781 5106 1569 1328 1870 1580 1346 555 1111 Grp Volume(v), veh/h 49 496 58 18 849 55 29 29 25 80 0 69 Grp Sat Flow(s),veh/h/ln 1781 1702 1563 1781 1702 1569 1328 1870 1580 1346 0 1666 Q Serve(g_s), s 1.6 5.3 1.9 0.5 8.6 1.5 0.7 0.5 0.5 2.0 0.0 1.3 Cycle Q Clear(g_c), s 1.6 5.3 1.9 0.5 8.6 1.5 2.1 0.5 0.5 2.5 0.0 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 Lane Grp Cap(c), veh/h 83 909 278 201 1247 383 734 906 765 761 0 807 V/C Ratio(X) 0.59 0.55 0.21 0.09 0.68 0.14 0.04 0.03 0.03 0.11 0.00 0.09 Avail Cap(c_a), veh/h 193 1745 534 201 1659 510 734 906 765 761 0 807 HCM Platoon Ratio 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.82 0.82 0.82 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 28.0 22.4 21.0 22.9 18.2 15.8 8.9 8.1 8.1 8.8 0.0 8.3 Incr Delay (d2), s/veh 6.6 0.5 0.4 0.2 0.6 0.1 0.1 0.1 0.1 0.3 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 1.9 0.7 0.2 2.8 0.5 0.2 0.2 0.2 0.5 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.6 23.0 21.4 23.0 18.8 16.0 9.0 8.2 8.2 9.0 0.0 8.5 LnGrp LOS CCCC BBAAAAAA Approach Vol, veh/h 603 922 83 149 Approach Delay, s/veh 23.8 18.7 8.5 8.8 Approach LOS C B A A Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 33.6 11.3 15.2 33.6 7.3 19.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 5.5 20.5 20.5 6.5 19.5 Max Q Clear Time (g_c+I1), s 4.1 2.5 7.3 4.5 3.6 10.6 Green Ext Time (p_c), s 0.2 0.0 2.7 0.5 0.0 3.7 Intersection Summary HCM 6th Ctrl Delay 19.1 HCM 6th LOS B 5.1-14 Lanes, Volumes, Timings EAP (2027) AM Peak Hour 7: Cook St. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 278 127 121 32 251 126 133 547 31 183 1433 392 Future Volume (vph) 278 127 121 32 251 126 133 547 31 183 1433 392 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 230 160 200 210 120 290 360 Storage Lanes 2 0 2 1 2 1 2 1 Taper Length (ft)130 160 140 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)40 50 55 55 Link Distance (ft)919 837 1057 824 Travel Time (s)15.7 11.4 13.1 10.2 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph)331 151 144 38 299 150 158 651 37 218 1706 467 Shared Lane Traffic (%) Lane Group Flow (vph) 331 151 144 38 299 150 158 651 37 218 1706 467 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 388522166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)23.0 36.5 9.5 23.0 23.0 15.0 56.0 56.0 18.0 59.0 59.0 Total Split (%)19.2% 30.4% 7.9% 19.2% 19.2% 12.5% 46.7% 46.7% 15.0% 49.2% 49.2% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 7: Cook St. & Gerald Ford Dr. 5.1-15 HCM 6th Signalized Intersection Summary EAP (2027) AM Peak Hour 7: Cook St. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 278 127 121 32 251 126 133 547 31 183 1433 392 Future Volume (veh/h) 278 127 121 32 251 126 133 547 31 183 1433 392 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 331 151 0 38 299 150 158 651 37 218 1706 467 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, %222222222222 Cap, veh/h 397 740 103 438 193 215 2713 840 278 2807 869 Arrive On Green 0.11 0.21 0.00 0.03 0.12 0.12 0.06 0.53 0.53 0.08 0.55 0.55 Sat Flow, veh/h 3456 3554 1585 3456 3554 1566 3456 5106 1581 3456 5106 1581 Grp Volume(v), veh/h 331 151 0 38 299 150 158 651 37 218 1706 467 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1566 1728 1702 1581 1728 1702 1581 Q Serve(g_s), s 11.3 4.2 0.0 1.3 9.7 11.1 5.4 8.2 1.3 7.4 27.1 22.7 Cycle Q Clear(g_c), s 11.3 4.2 0.0 1.3 9.7 11.1 5.4 8.2 1.3 7.4 27.1 22.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 397 740 103 438 193 215 2713 840 278 2807 869 V/C Ratio(X)0.83 0.20 0.37 0.68 0.78 0.73 0.24 0.04 0.78 0.61 0.54 Avail Cap(c_a), veh/h 533 948 144 548 241 302 2713 840 389 2807 869 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.98 0.98 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.0 39.3 0.0 57.1 50.4 51.0 55.3 15.1 13.5 54.1 18.3 17.3 Incr Delay (d2), s/veh 8.1 0.1 0.0 2.2 2.5 11.9 5.5 0.2 0.1 6.8 1.0 2.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.2 1.8 0.0 0.6 4.3 4.9 2.4 2.9 0.5 3.4 9.7 8.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.1 39.4 0.0 59.3 52.9 62.9 60.8 15.3 13.6 60.9 19.3 19.7 LnGrp LOS E D E D EEBBEBB Approach Vol, veh/h 482 A 487 846 2391 Approach Delay, s/veh 53.6 56.5 23.7 23.1 Approach LOS D E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.2 68.3 8.1 29.5 12.0 70.5 18.3 19.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.5 51.5 5.0 32.0 10.5 54.5 18.5 18.5 Max Q Clear Time (g_c+I1), s 9.4 10.2 3.3 6.2 7.4 29.1 13.3 13.1 Green Ext Time (p_c), s 0.2 4.3 0.0 0.8 0.1 15.0 0.5 1.0 Intersection Summary HCM 6th Ctrl Delay 30.6 HCM 6th LOS C Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 5.1-16 Lanes, Volumes, Timings EAP (2027) AM Peak Hour 8: Portola Rd. & Julie Dr./College Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)48 54 107 6 19 8 38 438 19 10 402 38 Future Volume (vph)48 54 107 6 19 8 38 438 19 10 402 38 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)125 60 145 100 165 165 165 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft)90 90 120 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 55 55 Link Distance (ft)1594 463 3682 1684 Travel Time (s)36.2 10.5 45.6 20.9 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph)54 61 120 7 21 9 43 492 21 11 452 43 Shared Lane Traffic (%) Lane Group Flow (vph) 54 181 0 7 21 9 43 492 21 11 495 0 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 Detector Phase 7 4 38852216 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 Total Split (s)24.0 43.0 14.0 33.0 33.0 20.0 48.0 48.0 15.0 43.0 Total Split (%)20.0% 35.8% 11.7% 27.5% 27.5% 16.7% 40.0% 40.0% 12.5% 35.8% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 8: Portola Rd. & Julie Dr./College Dr. 5.1-17 HCM 6th Signalized Intersection Summary EAP (2027) AM Peak Hour 8: Portola Rd. & Julie Dr./College Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 48 54 107 6 19 8 38 438 19 10 402 38 Future Volume (veh/h) 48 54 107 6 19 8 38 438 19 10 402 38 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 54 61 120 7 21 9 43 492 21 11 452 43 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222 Cap, veh/h 70 75 148 15 194 162 57 3544 1096 23 3205 301 Arrive On Green 0.04 0.13 0.13 0.01 0.10 0.10 0.03 0.69 0.69 0.03 1.00 1.00 Sat Flow, veh/h 1781 559 1099 1781 1870 1562 1781 5106 1579 1781 4747 445 Grp Volume(v), veh/h 54 0 181 7 21 9 43 492 21 11 322 173 Grp Sat Flow(s),veh/h/ln 1781 0 1658 1781 1870 1562 1781 1702 1579 1781 1702 1788 Q Serve(g_s), s 3.6 0.0 12.7 0.5 1.2 0.6 2.9 3.9 0.5 0.7 0.0 0.0 Cycle Q Clear(g_c), s 3.6 0.0 12.7 0.5 1.2 0.6 2.9 3.9 0.5 0.7 0.0 0.0 Prop In Lane 1.00 0.66 1.00 1.00 1.00 1.00 1.00 0.25 Lane Grp Cap(c), veh/h 70 0 223 15 194 162 57 3544 1096 23 2298 1207 V/C Ratio(X) 0.77 0.00 0.81 0.45 0.11 0.06 0.76 0.14 0.02 0.48 0.14 0.14 Avail Cap(c_a), veh/h 289 0 532 141 444 371 230 3544 1096 156 2298 1207 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 0.98 0.98 0.98 0.97 0.97 0.97 Uniform Delay (d), s/veh 57.1 0.0 50.5 59.2 48.8 48.5 57.6 6.2 5.7 58.1 0.0 0.0 Incr Delay (d2), s/veh 15.9 0.0 7.0 19.3 0.2 0.1 18.3 0.1 0.0 14.5 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 0.0 5.7 0.3 0.6 0.3 1.5 1.2 0.2 0.4 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.9 0.0 57.4 78.5 49.0 48.6 76.0 6.3 5.7 72.6 0.1 0.2 LnGrp LOS EAEEDDEAAEAA Approach Vol, veh/h 235 37 556 506 Approach Delay, s/veh 61.0 54.5 11.7 1.7 Approach LOS E D B A Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.0 87.8 5.5 20.6 8.3 85.5 9.2 16.9 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 43.5 9.5 38.5 15.5 38.5 19.5 28.5 Max Q Clear Time (g_c+I1), s 2.7 5.9 2.5 14.7 4.9 2.0 5.6 3.2 Green Ext Time (p_c), s 0.0 3.1 0.0 1.1 0.0 2.8 0.1 0.1 Intersection Summary HCM 6th Ctrl Delay 17.8 HCM 6th LOS B 5.1-18 Lanes, Volumes, Timings EAP (2027) AM Peak Hour 9: Portola Av. & Frank Sinatra Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)29 295 127 144 659 26 131 440 72 54 411 50 Future Volume (vph)29 295 127 144 659 26 131 440 72 54 411 50 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)120 230 140 100 260 50 180 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft)120 90 120 190 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)701 1558 512 3682 Travel Time (s)9.6 21.2 6.3 45.6 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph)33 335 144 164 749 30 149 500 82 61 467 57 Shared Lane Traffic (%) Lane Group Flow (vph) 33 335 144 164 749 30 149 500 82 61 524 0 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 74438852216 Switch Phase Minimum Initial (s)5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 Minimum Split (s)9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 Total Split (s)9.5 20.0 20.0 10.0 20.5 20.5 9.5 20.5 20.5 9.5 20.5 Total Split (%)15.8% 33.3% 33.3% 16.7% 34.2% 34.2% 15.8% 34.2% 34.2% 15.8% 34.2% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 9: Portola Av. & Frank Sinatra Dr. 5.1-19 HCM 6th Signalized Intersection Summary EAP (2027) AM Peak Hour 9: Portola Av. & Frank Sinatra Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 295 127 144 659 26 131 440 72 54 411 50 Future Volume (veh/h) 29 295 127 144 659 26 131 440 72 54 411 50 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 33 335 144 164 749 30 149 500 82 61 467 57 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %222222222222 Cap, veh/h 63 699 309 163 900 399 148 1915 592 95 1593 191 Arrive On Green 0.04 0.20 0.20 0.09 0.25 0.25 0.08 0.38 0.38 0.05 0.34 0.34 Sat Flow, veh/h 1781 3554 1573 1781 3554 1576 1781 5106 1579 1781 4618 554 Grp Volume(v), veh/h 33 335 144 164 749 30 149 500 82 61 342 182 Grp Sat Flow(s),veh/h/ln 1781 1777 1573 1781 1777 1576 1781 1702 1579 1781 1702 1768 Q Serve(g_s), s 1.1 5.0 4.9 5.5 12.0 0.9 5.0 4.1 2.1 2.0 4.4 4.5 Cycle Q Clear(g_c), s 1.1 5.0 4.9 5.5 12.0 0.9 5.0 4.1 2.1 2.0 4.4 4.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.31 Lane Grp Cap(c), veh/h 63 699 309 163 900 399 148 1915 592 95 1174 610 V/C Ratio(X) 0.53 0.48 0.47 1.00 0.83 0.08 1.00 0.26 0.14 0.64 0.29 0.30 Avail Cap(c_a), veh/h 148 948 419 163 977 433 148 1915 592 148 1174 610 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Uniform Delay (d), s/veh 28.4 21.4 21.3 27.3 21.2 17.1 27.5 13.0 12.4 27.8 14.3 14.3 Incr Delay (d2), s/veh 6.7 0.5 1.1 71.6 5.9 0.1 74.9 0.3 0.5 7.0 0.6 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 1.8 1.6 5.3 4.8 0.3 4.9 1.2 0.7 0.9 1.4 1.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.1 21.9 22.4 98.8 27.1 17.1 102.4 13.3 12.8 34.9 14.9 15.6 LnGrp LOS D C C F C B F B B C B B Approach Vol, veh/h 512 943 731 585 Approach Delay, s/veh 22.9 39.2 31.4 17.2 Approach LOS C D C B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.7 26.5 10.0 15.8 9.5 24.7 6.6 19.2 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 5.0 16.5 5.5 16.0 5.0 16.5 5.0 16.5 Max Q Clear Time (g_c+I1), s 4.0 6.1 7.5 7.0 7.0 6.5 3.1 14.0 Green Ext Time (p_c), s 0.0 2.3 0.0 1.6 0.0 2.0 0.0 1.2 Intersection Summary HCM 6th Ctrl Delay 29.5 HCM 6th LOS C 5.1-20 Lanes, Volumes, Timings EAP (2027) AM Peak Hour 10: Portola Av. & Country Club Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)47 395 167 177 756 94 219 459 148 79 488 51 Future Volume (vph)47 395 167 177 756 94 219 459 148 79 488 51 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)200 105 180 80 160 135 200 50 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft)120 90 100 60 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)1030 784 945 2578 Travel Time (s)14.0 10.7 11.7 32.0 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph)55 465 196 208 889 111 258 540 174 93 574 60 Shared Lane Traffic (%) Lane Group Flow (vph) 55 465 196 208 889 111 258 540 174 93 574 60 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4826 Detector Phase 744388522166 Switch Phase Minimum Initial (s)5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 Minimum Split (s)9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 Total Split (s)13.0 27.0 27.0 28.0 42.0 42.0 32.0 47.6 47.6 17.4 33.0 33.0 Total Split (%)10.8% 22.5% 22.5% 23.3% 35.0% 35.0% 26.7% 39.7% 39.7% 14.5% 27.5% 27.5% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 10: Portola Av. & Country Club Dr. 5.1-21 HCM 6th Signalized Intersection Summary EAP (2027) AM Peak Hour 10: Portola Av. & Country Club Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 47 395 167 177 756 94 219 459 148 79 488 51 Future Volume (veh/h) 47 395 167 177 756 94 219 459 148 79 488 51 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 55 465 196 208 889 111 258 540 174 93 574 60 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 71 674 298 238 1008 447 289 1668 741 117 1324 588 Arrive On Green 0.04 0.19 0.19 0.13 0.28 0.28 0.16 0.47 0.47 0.07 0.37 0.37 Sat Flow, veh/h 1781 3554 1573 1781 3554 1577 1781 3554 1580 1781 3554 1579 Grp Volume(v), veh/h 55 465 196 208 889 111 258 540 174 93 574 60 Grp Sat Flow(s),veh/h/ln 1781 1777 1573 1781 1777 1577 1781 1777 1580 1781 1777 1579 Q Serve(g_s), s 3.7 14.6 13.8 13.7 28.7 6.5 17.0 11.4 7.9 6.2 14.5 3.0 Cycle Q Clear(g_c), s 3.7 14.6 13.8 13.7 28.7 6.5 17.0 11.4 7.9 6.2 14.5 3.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 71 674 298 238 1008 447 289 1668 741 117 1324 588 V/C Ratio(X) 0.78 0.69 0.66 0.87 0.88 0.25 0.89 0.32 0.23 0.80 0.43 0.10 Avail Cap(c_a), veh/h 126 681 301 349 1125 499 408 1668 741 191 1324 588 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.1 45.3 45.0 51.0 41.1 33.1 49.2 19.9 19.0 55.3 28.2 24.5 Incr Delay (d2), s/veh 16.3 2.9 5.1 15.1 7.8 0.3 16.4 0.5 0.7 11.5 1.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.9 6.5 5.6 6.9 13.0 2.4 8.5 4.5 2.9 3.0 6.0 1.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 73.4 48.2 50.1 66.1 48.9 33.4 65.6 20.4 19.7 66.8 29.2 24.9 LnGrp LOS E D D E D C E C B E C C Approach Vol, veh/h 716 1208 972 727 Approach Delay, s/veh 50.7 50.4 32.3 33.7 Approach LOS DDCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.4 60.3 20.5 26.8 24.0 48.7 9.3 38.0 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 12.9 43.6 23.5 23.0 27.5 29.0 8.5 38.0 Max Q Clear Time (g_c+I1), s 8.2 13.4 15.7 16.6 19.0 16.5 5.7 30.7 Green Ext Time (p_c), s 0.1 3.8 0.3 1.8 0.4 2.8 0.0 3.4 Intersection Summary HCM 6th Ctrl Delay 42.2 HCM 6th LOS D 5.1-22 Lanes, Volumes, Timings EAP (2027) AM Peak Hour 11: Monterey Av. & Dinah Shore Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 279 235 194 56 229 308 147 425 20 429 1336 348 Future Volume (vph) 279 235 194 56 229 308 147 425 20 429 1336 348 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)285 190 160 180 255 0 170 240 Storage Lanes 2 0 2 1 2 0 2 1 Taper Length (ft)120 120 170 120 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)45 45 55 55 Link Distance (ft)738 1225 3625 489 Travel Time (s)11.2 18.6 44.9 6.1 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph)310 261 216 62 254 342 163 472 22 477 1484 387 Shared Lane Traffic (%) Lane Group Flow (vph) 310 261 216 62 254 342 163 494 0 477 1484 387 Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Free Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 Free Free Detector Phase 74438 52 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)24.0 37.0 37.0 11.0 24.0 16.0 40.0 32.0 56.0 Total Split (%)20.0% 30.8% 30.8% 9.2% 20.0% 13.3% 33.3% 26.7% 46.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 11: Monterey Av. & Dinah Shore Dr. 5.1-23 HCM 6th Signalized Intersection Summary EAP (2027) AM Peak Hour 11: Monterey Av. & Dinah Shore Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 279 235 194 56 229 308 147 425 20 429 1336 348 Future Volume (veh/h) 279 235 194 56 229 308 147 425 20 429 1336 348 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 310 261 216 62 254 0 163 472 22 477 1484 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 378 622 275 126 363 221 2389 111 556 2933 Arrive On Green 0.11 0.18 0.18 0.04 0.10 0.00 0.06 0.48 0.48 0.16 0.57 0.00 Sat Flow, veh/h 3456 3554 1571 3456 3554 1585 3456 5000 231 3456 5106 1585 Grp Volume(v), veh/h 310 261 216 62 254 0 163 320 174 477 1484 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1571 1728 1777 1585 1728 1702 1828 1728 1702 1585 Q Serve(g_s), s 10.5 7.8 15.8 2.1 8.3 0.0 5.6 6.5 6.6 16.1 20.9 0.0 Cycle Q Clear(g_c), s 10.5 7.8 15.8 2.1 8.3 0.0 5.6 6.5 6.6 16.1 20.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.13 1.00 1.00 Lane Grp Cap(c), veh/h 378 622 275 126 363 221 1626 873 556 2933 V/C Ratio(X)0.82 0.42 0.79 0.49 0.70 0.74 0.20 0.20 0.86 0.51 Avail Cap(c_a), veh/h 562 962 426 187 577 331 1626 873 792 2933 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 52.3 44.1 47.3 56.7 52.1 0.0 55.2 18.1 18.1 49.0 15.3 0.0 Incr Delay (d2), s/veh 6.0 0.5 5.2 3.0 2.5 0.0 4.7 0.3 0.5 6.7 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.8 3.4 6.4 1.0 3.7 0.0 2.5 2.4 2.7 7.1 7.3 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 58.3 44.5 52.5 59.7 54.6 0.0 59.9 18.3 18.6 55.7 15.9 0.0 LnGrp LOS E D D E D EBBEB Approach Vol, veh/h 787 316 A 657 1961 A Approach Delay, s/veh 52.1 55.6 28.7 25.6 Approach LOS D E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 23.8 61.8 8.9 25.5 12.2 73.4 17.6 16.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 27.5 35.5 6.5 32.5 11.5 51.5 19.5 19.5 Max Q Clear Time (g_c+I1), s 18.1 8.6 4.1 17.8 7.6 22.9 12.5 10.3 Green Ext Time (p_c), s 1.2 2.7 0.0 1.9 0.2 11.3 0.6 0.9 Intersection Summary HCM 6th Ctrl Delay 34.3 HCM 6th LOS C Notes Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 5.1-24 Lanes, Volumes, Timings EAP (2027) AM Peak Hour 12: Julie Dr. & St. "A" Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 123 70 25 35 75 44 Future Volume (vph) 123 70 25 35 75 44 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Link Speed (mph)30 30 30 Link Distance (ft)254 1594 1667 Travel Time (s)5.8 36.2 37.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)134 76 27 38 82 48 Shared Lane Traffic (%) Lane Group Flow (vph) 0 210 65 0 130 0 Sign Control Yield Yield Yield Intersection Summary Area Type:Other Control Type: Roundabout 5.1-25 HCM 6th Roundabout EAP (2027) AM Peak Hour 12: Julie Dr. & St. "A" Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Intersection Intersection Delay, s/veh 4.0 Intersection LOS A Approach EB WB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 210 65 130 Demand Flow Rate, veh/h 215 67 133 Vehicles Circulating, veh/h 84 137 28 Vehicles Exiting, veh/h 77 162 176 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 4.3 3.5 3.5 Approach LOS A A A Lane Left Left Left Designated Moves LT TR LR Assumed Moves LT TR LR RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 Entry Flow, veh/h 215 67 133 Cap Entry Lane, veh/h 1267 1200 1341 Entry HV Adj Factor 0.979 0.977 0.977 Flow Entry, veh/h 210 65 130 Cap Entry, veh/h 1240 1172 1311 V/C Ratio 0.170 0.056 0.099 Control Delay, s/veh 4.3 3.5 3.5 LOS A A A 95th %tile Queue, veh 1 0 0 5.1-26 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 1: Monterey Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 135 318 97 106 326 120 128 1168 117 97 925 109 Future Volume (vph) 135 318 97 106 326 120 128 1168 117 97 925 109 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)165 165 190 210 200 0 200 315 Storage Lanes 2 1 2 0 2 0 2 1 Taper Length (ft)90 140 120 120 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)511 1502 732 1716 Travel Time (s)7.0 20.5 9.1 21.3 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)142 335 102 112 343 126 135 1229 123 102 974 115 Shared Lane Traffic (%) Lane Group Flow (vph) 142 335 102 112 343 126 135 1352 0 102 974 115 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 74438852 166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 22.5 Total Split (s)18.0 30.0 30.0 16.0 28.0 28.0 17.0 59.0 15.0 57.0 57.0 Total Split (%)15.0% 25.0% 25.0% 13.3% 23.3% 23.3% 14.2% 49.2% 12.5% 47.5% 47.5% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 1: Monterey Av. & Gerald Ford Dr. 5.1-27 HCM 6th Signalized Intersection Summary EAP (2027) PM Peak Hour 1: Monterey Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 135 318 97 106 326 120 128 1168 117 97 925 109 Future Volume (veh/h) 135 318 97 106 326 120 128 1168 117 97 925 109 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 142 335 102 112 343 126 135 1229 123 102 974 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 201 495 218 168 461 203 193 2910 291 155 3096 Arrive On Green 0.06 0.14 0.14 0.02 0.04 0.04 0.06 0.62 0.62 0.04 0.61 0.00 Sat Flow, veh/h 3456 3554 1568 3456 3554 1567 3456 4716 472 3456 5106 1585 Grp Volume(v), veh/h 142 335 102 112 343 126 135 887 465 102 974 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1568 1728 1777 1567 1728 1702 1784 1728 1702 1585 Q Serve(g_s), s 4.8 10.8 7.2 3.9 11.5 9.5 4.6 16.2 16.2 3.5 11.1 0.0 Cycle Q Clear(g_c), s 4.8 10.8 7.2 3.9 11.5 9.5 4.6 16.2 16.2 3.5 11.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.26 1.00 1.00 Lane Grp Cap(c), veh/h 201 495 218 168 461 203 193 2101 1101 155 3096 V/C Ratio(X) 0.71 0.68 0.47 0.67 0.74 0.62 0.70 0.42 0.42 0.66 0.31 Avail Cap(c_a), veh/h 389 755 333 331 696 307 360 2101 1101 302 3096 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.98 0.98 0.98 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 55.5 49.1 47.6 58.1 55.5 54.5 55.7 11.9 11.9 56.4 11.5 0.0 Incr Delay (d2), s/veh 4.5 1.6 1.6 4.4 2.3 3.0 4.6 0.6 1.2 4.6 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 4.7 2.8 1.8 5.5 4.0 2.1 5.4 5.9 1.6 3.7 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.0 50.7 49.1 62.4 57.8 57.5 60.2 12.5 13.1 61.0 11.8 0.0 LnGrp LOS E D D EEEEBBEB Approach Vol, veh/h 579 581 1487 1076 A Approach Delay, s/veh 52.7 58.6 17.0 16.4 Approach LOS D E B B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.9 78.6 10.3 21.2 11.2 77.3 11.5 20.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 54.5 11.5 25.5 12.5 52.5 13.5 23.5 Max Q Clear Time (g_c+I1), s 5.5 18.2 5.9 12.8 6.6 13.1 6.8 13.5 Green Ext Time (p_c), s 0.1 9.9 0.1 1.8 0.2 6.9 0.2 1.7 Intersection Summary HCM 6th Ctrl Delay 28.9 HCM 6th LOS C Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 5.1-28 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 2: Gerald Ford Dr. & Gateway Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)44 488 476 84 132 113 Future Volume (vph)44 488 476 84 132 113 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)195 125 0 0 Storage Lanes 1 1 1 1 Taper Length (ft) 120 90 Right Turn on Red Yes Yes Link Speed (mph)50 50 30 Link Distance (ft)1502 2201 993 Travel Time (s)20.5 30.0 22.6 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph)48 536 523 92 145 124 Shared Lane Traffic (%) Lane Group Flow (vph) 48 536 523 92 145 124 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 6 4 Detector Phase 526644 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)11.0 36.0 25.0 25.0 24.0 24.0 Total Split (%)18.3% 60.0% 41.7% 41.7% 40.0% 40.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None C-Max C-Max C-Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 2: Gerald Ford Dr. & Gateway 5.1-29 HCM 6th Signalized Intersection Summary EAP (2027) PM Peak Hour 2: Gerald Ford Dr. & Gateway Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 44 488 476 84 132 113 Future Volume (veh/h) 44 488 476 84 132 113 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 48 536 523 92 145 124 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222 Cap, veh/h 82 1866 2063 637 579 515 Arrive On Green 0.05 0.52 0.40 0.40 0.32 0.32 Sat Flow, veh/h 1781 3647 5274 1575 1781 1585 Grp Volume(v), veh/h 48 536 523 92 145 124 Grp Sat Flow(s),veh/h/ln 1781 1777 1702 1575 1781 1585 Q Serve(g_s), s 1.6 5.1 4.1 2.2 3.6 3.4 Cycle Q Clear(g_c), s 1.6 5.1 4.1 2.2 3.6 3.4 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 82 1866 2063 637 579 515 V/C Ratio(X) 0.59 0.29 0.25 0.14 0.25 0.24 Avail Cap(c_a), veh/h 193 1866 2063 637 579 515 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.79 0.79 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.1 8.0 11.9 11.3 14.9 14.8 Incr Delay (d2), s/veh 5.2 0.3 0.3 0.5 1.0 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 1.4 1.2 0.7 1.5 3.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 33.3 8.3 12.2 11.8 15.9 15.9 LnGrp LOS C ABBBB Approach Vol, veh/h 584 615 269 Approach Delay, s/veh 10.3 12.1 15.9 Approach LOS B B B Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 36.0 24.0 7.3 28.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 31.5 19.5 6.5 20.5 Max Q Clear Time (g_c+I1), s 7.1 5.6 3.6 6.1 Green Ext Time (p_c), s 3.2 0.7 0.0 2.9 Intersection Summary HCM 6th Ctrl Delay 12.1 HCM 6th LOS B 5.1-30 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)41 487 136 98 447 41 84 1 60 20 2 24 Future Volume (vph)41 487 136 98 447 41 84 1 60 20 2 24 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)190 0 150 110 0 150 0 50 Storage Lanes 1 0 1 1 0 1 0 1 Taper Length (ft)120 90 90 90 Link Speed (mph)50 50 30 30 Link Distance (ft)2201 915 434 430 Travel Time (s)30.0 12.5 9.9 9.8 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)43 513 143 103 471 43 88 1 63 21 2 25 Shared Lane Traffic (%) Lane Group Flow (vph) 43 656 0 103 471 43 0 89 63 0 23 25 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized 5.1-31 HCM 6th TWSC EAP (2027) PM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 41 487 136 98 447 41 84 1 60 20 2 24 Future Vol, veh/h 41 487 136 98 447 41 84 1 60 20 2 24 Conflicting Peds, #/hr 5 00005000505 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 190 - - 150 - 110 - - 150 - - 50 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 43 513 143 103 471 43 88 1 63 21 2 25 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 519 0 0 656 0 0 1071 1396 333 1030 1424 246 Stage 1 ------671671-682682- Stage 2 ------400725-348742- Critical Hdwy 5.34 - - 4.14 - - 6.99 6.54 6.94 6.99 6.54 7.14 Critical Hdwy Stg 1 ------6.54 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 ------6.74 5.54 - 6.54 5.54 - Follow-up Hdwy 3.12 - - 2.22 - - 3.67 4.02 3.32 3.67 4.02 3.92 Pot Cap-1 Maneuver 663 - - 927 - - 201 140 663 214 135 643 Stage 1 ------400453-339448- Stage 2 ------565428-619420- Platoon blocked, % - - - - Mov Cap-1 Maneuver 660 - - 927 - - 165 116 660 166 112 637 Mov Cap-2 Maneuver ------165116-166112- Stage 1 ------374424-315396- Stage 2 ------477379-520393- Approach EB WB NB SB HCM Control Delay, s 0.7 1.6 34.2 20.8 HCM LOS D C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)164 660 660 - - 927 - - 159 637 HCM Lane V/C Ratio 0.546 0.096 0.065 - - 0.111 - - 0.146 0.04 HCM Control Delay (s) 50.6 11 10.8 - - 9.4 - - 31.5 10.9 HCM Lane LOS F B B - - A - - D B HCM 95th %tile Q(veh) 2.8 0.3 0.2 - - 0.4 - - 0.5 0.1 5.1-32 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr.With Improvements Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\102 - Existing Lanes WP_IMP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)41 487 136 98 447 41 84 1 60 20 2 24 Future Volume (vph)41 487 136 98 447 41 84 1 60 20 2 24 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)190 0 150 110 0 150 0 50 Storage Lanes 1 0 1 1 0 1 0 1 Taper Length (ft)120 90 90 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 30 30 Link Distance (ft)2201 915 434 430 Travel Time (s)30.0 12.5 9.9 9.8 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)43 513 143 103 471 43 88 1 63 21 2 25 Shared Lane Traffic (%) Lane Group Flow (vph) 43 656 0 103 471 43 0 89 63 0 23 25 Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 6 8 8 4 4 Detector Phase 5 2 166888444 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)10.2 23.5 14.0 27.3 27.3 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%)17.0% 39.2% 23.3% 45.5% 45.5% 37.5% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr. 5.1-33 HCM 6th Signalized Intersection Summary EAP (2027) PM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr.With Improvements Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\102 - Existing Lanes WP_IMP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 41 487 136 98 447 41 84 1 60 20 2 24 Future Volume (veh/h) 41 487 136 98 447 41 84 1 60 20 2 24 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 513 143 103 471 43 88 1 63 21 2 25 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 76 1098 304 133 2208 681 119 1 476 115 6 473 Arrive On Green 0.01 0.13 0.13 0.07 0.43 0.43 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1781 2744 761 1781 5106 1576 0 2 1585 0 20 1577 Grp Volume(v), veh/h 43 331 325 103 471 43 89 0 63 23 0 25 Grp Sat Flow(s),veh/h/ln 1781 1777 1728 1781 1702 1576 2 0 1585 20 0 1577 Q Serve(g_s), s 1.4 10.3 10.4 3.4 3.5 1.0 0.0 0.0 1.7 0.0 0.0 0.7 Cycle Q Clear(g_c), s 1.4 10.3 10.4 3.4 3.5 1.0 18.0 0.0 1.7 18.0 0.0 0.7 Prop In Lane 1.00 0.44 1.00 1.00 0.99 1.00 0.91 1.00 Lane Grp Cap(c), veh/h 76 711 691 133 2208 681 120 0 476 121 0 473 V/C Ratio(X) 0.57 0.47 0.47 0.77 0.21 0.06 0.74 0.00 0.13 0.19 0.00 0.05 Avail Cap(c_a), veh/h 169 711 691 282 2208 681 120 0 476 121 0 473 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.97 0.97 0.97 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.0 20.1 20.1 27.3 10.6 9.9 29.9 0.0 15.3 25.4 0.0 14.9 Incr Delay (d2), s/veh 6.3 2.1 2.2 9.1 0.2 0.2 33.4 0.0 0.6 3.5 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 4.5 4.4 1.6 1.0 0.3 2.3 0.0 0.7 0.4 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.3 22.2 22.4 36.3 10.9 10.1 63.3 0.0 15.9 28.9 0.0 15.1 LnGrp LOS DCCD BBEABCAB Approach Vol, veh/h 699 617 152 48 Approach Delay, s/veh 23.1 15.1 43.6 21.7 Approach LOS C B D C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.0 28.5 22.5 7.1 30.4 22.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 19.0 18.0 5.7 22.8 18.0 Max Q Clear Time (g_c+I1), s 5.4 12.4 20.0 3.4 5.5 20.0 Green Ext Time (p_c), s 0.1 2.0 0.0 0.0 2.7 0.0 Intersection Summary HCM 6th Ctrl Delay 21.8 HCM 6th LOS C 5.1-34 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 4: Portola Rd. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)4 412 137 37 438 127 138 323 56 152 288 10 Future Volume (vph)4 412 137 37 438 127 138 323 56 152 288 10 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)165 50 255 300 245 205 255 215 Storage Lanes 1 1 2 1 2 1 2 0 Taper Length (ft)90 120 120 110 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)658 1639 1684 1545 Travel Time (s)9.0 22.4 20.9 19.2 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)4 448 149 40 476 138 150 351 61 165 313 11 Shared Lane Traffic (%) Lane Group Flow (vph) 4 448 149 40 476 138 150 351 61 165 313 11 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4826 Detector Phase 744388522166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)14.0 45.0 45.0 15.0 46.0 46.0 24.0 35.0 35.0 25.0 36.0 36.0 Total Split (%)11.7% 37.5% 37.5% 12.5% 38.3% 38.3% 20.0% 29.2% 29.2% 20.8% 30.0% 30.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 4: Portola Rd. & Gerald Ford Dr. 5.1-35 HCM 6th Signalized Intersection Summary EAP (2027) PM Peak Hour 4: Portola Rd. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 4 412 137 37 438 127 138 323 56 152 288 10 Future Volume (veh/h) 4 412 137 37 438 127 138 323 56 152 288 10 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 4 448 149 40 476 0 150 351 61 165 313 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 103 580 256 106 693 210 3012 933 229 3041 Arrive On Green 0.06 0.16 0.16 0.01 0.04 0.00 0.12 1.00 1.00 0.07 0.60 0.00 Sat Flow, veh/h 1781 3554 1570 3456 5106 1585 3456 5106 1581 3456 5106 1585 Grp Volume(v), veh/h 4 448 149 40 476 0 150 351 61 165 313 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1570 1728 1702 1585 1728 1702 1581 1728 1702 1585 Q Serve(g_s), s 0.3 14.5 8.8 1.4 11.0 0.0 5.0 0.0 0.0 5.6 3.2 0.0 Cycle Q Clear(g_c), s 0.3 14.5 8.8 1.4 11.0 0.0 5.0 0.0 0.0 5.6 3.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 103 580 256 106 693 210 3012 933 229 3041 V/C Ratio(X)0.04 0.77 0.58 0.38 0.69 0.72 0.12 0.07 0.72 0.10 Avail Cap(c_a), veh/h 141 1199 530 302 1766 562 3012 933 590 3041 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.98 0.98 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 53.4 48.1 32.6 58.3 54.8 0.0 51.7 0.0 0.0 54.9 10.5 0.0 Incr Delay (d2), s/veh 0.2 2.2 2.1 2.2 1.2 0.0 4.5 0.1 0.1 4.2 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 6.4 3.4 0.6 5.0 0.0 2.1 0.0 0.0 2.5 1.1 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.5 50.3 34.7 60.4 56.0 0.0 56.2 0.1 0.1 59.2 10.5 0.0 LnGrp LOS D D C E E EAAEB Approach Vol, veh/h 601 516 A 562 478 A Approach Delay, s/veh 46.5 56.3 15.1 27.3 Approach LOS D E B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.5 75.3 8.2 24.1 11.8 76.0 11.5 20.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 30.5 10.5 40.5 19.5 31.5 9.5 41.5 Max Q Clear Time (g_c+I1), s 7.6 2.0 3.4 16.5 7.0 5.2 2.3 13.0 Green Ext Time (p_c), s 0.4 2.2 0.0 3.1 0.3 1.8 0.0 2.9 Intersection Summary HCM 6th Ctrl Delay 36.4 HCM 6th LOS D Notes Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 5.1-36 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 5: Pacific Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)10 607 3 3 591 49 7 3 2 65 4 4 Future Volume (vph)10 607 3 3 591 49 7 3 2 65 4 4 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)140 150 140 150 120 0 130 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft)90 100 90 60 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 40 30 30 Link Distance (ft)1639 1573 599 673 Travel Time (s)22.4 26.8 13.6 15.3 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph)11 667 3 3 649 54 8 3 2 71 4 4 Shared Lane Traffic (%) Lane Group Flow (vph) 11 667 3 3 649 54 8 5 0 71 8 0 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 52216688 44 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)10.0 27.0 27.0 10.0 27.0 27.0 23.0 23.0 23.0 23.0 Total Split (%)16.7% 45.0% 45.0% 16.7% 45.0% 45.0% 38.3% 38.3% 38.3% 38.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max Max Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 5: Pacific Av. & Gerald Ford Dr. 5.1-37 HCM 6th Signalized Intersection Summary EAP (2027) PM Peak Hour 5: Pacific Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 607 3 3 591 49 7 3 2 65 4 4 Future Volume (veh/h) 10 607 3 3 591 49 7 3 2 65 4 4 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 11 667 3 3 649 54 8 3 2 71 4 4 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222222222 Cap, veh/h 25 2362 731 7 2312 715 549 658 393 551 559 477 Arrive On Green 0.01 0.46 0.46 0.00 0.45 0.45 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1781 5106 1580 1781 5106 1580 1401 2135 1275 1404 1814 1546 Grp Volume(v), veh/h 11 667 3 3 649 54 8 2 3 71 4 4 Grp Sat Flow(s),veh/h/ln 1781 1702 1580 1781 1702 1580 1401 1777 1633 1404 1777 1583 Q Serve(g_s), s 0.4 4.8 0.1 0.1 4.8 1.2 0.2 0.1 0.1 2.2 0.1 0.1 Cycle Q Clear(g_c), s 0.4 4.8 0.1 0.1 4.8 1.2 0.3 0.1 0.1 2.3 0.1 0.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.78 1.00 0.98 Lane Grp Cap(c), veh/h 25 2362 731 7 2312 715 549 548 504 551 548 488 V/C Ratio(X) 0.44 0.28 0.00 0.41 0.28 0.08 0.01 0.00 0.01 0.13 0.01 0.01 Avail Cap(c_a), veh/h 163 2362 731 163 2312 715 549 548 504 551 548 488 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.76 0.76 0.76 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.3 10.0 8.7 29.8 10.3 9.3 14.5 14.4 14.4 15.2 14.4 14.4 Incr Delay (d2), s/veh 9.1 0.2 0.0 33.7 0.3 0.2 0.0 0.0 0.0 0.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 1.4 0.0 0.1 1.5 0.4 0.1 0.0 0.0 0.7 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 38.4 10.2 8.7 63.5 10.6 9.5 14.6 14.4 14.4 15.6 14.4 14.4 LnGrp LOS D BAEBABBBBBB Approach Vol, veh/h 681 706 13 79 Approach Delay, s/veh 10.6 10.7 14.5 15.5 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 4.7 32.3 23.0 5.3 31.7 23.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 22.5 18.5 5.5 22.5 18.5 Max Q Clear Time (g_c+I1), s 2.1 6.8 4.3 2.4 6.8 2.3 Green Ext Time (p_c), s 0.0 3.6 0.1 0.0 3.9 0.0 Intersection Summary HCM 6th Ctrl Delay 11.0 HCM 6th LOS B 5.1-38 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 6: Technology Dr. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)46 605 24 7 515 41 70 17 40 76 13 59 Future Volume (vph)46 605 24 7 515 41 70 17 40 76 13 59 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 165 175 120 102 0 85 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft)90 90 90 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)40 40 35 35 Link Distance (ft)1634 919 541 642 Travel Time (s)27.9 15.7 10.5 12.5 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph)51 665 26 8 566 45 77 19 44 84 14 65 Shared Lane Traffic (%) Lane Group Flow (vph) 51 665 26 8 566 45 77 19 44 84 79 0 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 Detector Phase 74438822266 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)11.0 25.0 25.0 10.0 24.0 24.0 25.0 25.0 25.0 25.0 25.0 Total Split (%)18.3% 41.7% 41.7% 16.7% 40.0% 40.0% 41.7% 41.7% 41.7% 41.7% 41.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max C-Max C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 6: Technology Dr. & Gerald Ford Dr. 5.1-39 HCM 6th Signalized Intersection Summary EAP (2027) PM Peak Hour 6: Technology Dr. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 46 605 24 7 515 41 70 17 40 76 13 59 Future Volume (veh/h) 46 605 24 7 515 41 70 17 40 76 13 59 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 51 665 26 8 566 45 77 19 44 84 14 65 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222222222 Cap, veh/h 85 1094 336 54 1006 308 787 992 838 822 153 709 Arrive On Green 0.05 0.21 0.21 0.01 0.07 0.07 0.53 0.53 0.53 0.53 0.53 0.53 Sat Flow, veh/h 1781 5106 1567 1781 5106 1565 1317 1870 1581 1336 288 1337 Grp Volume(v), veh/h 51 665 26 8 566 45 77 19 44 84 0 79 Grp Sat Flow(s),veh/h/ln 1781 1702 1567 1781 1702 1565 1317 1870 1581 1336 0 1625 Q Serve(g_s), s 1.7 7.1 0.8 0.3 6.5 1.6 1.8 0.3 0.8 1.9 0.0 1.4 Cycle Q Clear(g_c), s 1.7 7.1 0.8 0.3 6.5 1.6 3.3 0.3 0.8 2.2 0.0 1.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.82 Lane Grp Cap(c), veh/h 85 1094 336 54 1006 308 787 992 838 822 0 862 V/C Ratio(X) 0.60 0.61 0.08 0.15 0.56 0.15 0.10 0.02 0.05 0.10 0.00 0.09 Avail Cap(c_a), veh/h 193 1745 535 163 1659 509 787 992 838 822 0 862 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.88 0.88 0.88 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 28.0 21.3 18.8 28.9 25.5 23.3 7.8 6.7 6.8 7.2 0.0 7.0 Incr Delay (d2), s/veh 6.6 0.6 0.1 1.1 0.4 0.2 0.2 0.0 0.1 0.2 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 2.5 0.3 0.1 2.6 0.6 0.5 0.1 0.2 0.5 0.0 0.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.6 21.8 18.9 30.0 26.0 23.5 8.0 6.7 6.9 7.5 0.0 7.2 LnGrp LOS C C B C C C AAAAAA Approach Vol, veh/h 742 619 140 163 Approach Delay, s/veh 22.6 25.8 7.5 7.3 Approach LOS C C A A Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 36.3 6.3 17.4 36.3 7.4 16.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.5 5.5 20.5 20.5 6.5 19.5 Max Q Clear Time (g_c+I1), s 5.3 2.3 9.1 4.2 3.7 8.5 Green Ext Time (p_c), s 0.3 0.0 3.3 0.5 0.0 2.8 Intersection Summary HCM 6th Ctrl Delay 21.1 HCM 6th LOS C Notes User approved pedestrian interval to be less than phase max green. 5.1-40 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 7: Cook St. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 452 246 120 64 202 166 191 1043 28 170 699 207 Future Volume (vph) 452 246 120 64 202 166 191 1043 28 170 699 207 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 230 160 200 210 120 290 360 Storage Lanes 2 0 2 1 2 1 2 1 Taper Length (ft)130 160 140 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)40 50 55 55 Link Distance (ft)919 837 1057 824 Travel Time (s)15.7 11.4 13.1 10.2 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)481 262 128 68 215 177 203 1110 30 181 744 220 Shared Lane Traffic (%) Lane Group Flow (vph) 481 262 128 68 215 177 203 1110 30 181 744 220 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 388522166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)32.0 45.0 11.0 24.0 24.0 19.0 47.0 47.0 17.0 45.0 45.0 Total Split (%)26.7% 37.5% 9.2% 20.0% 20.0% 15.8% 39.2% 39.2% 14.2% 37.5% 37.5% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 75 Control Type: Actuated-Coordinated Splits and Phases: 7: Cook St. & Gerald Ford Dr. 5.1-41 HCM 6th Signalized Intersection Summary EAP (2027) PM Peak Hour 7: Cook St. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 452 246 120 64 202 166 191 1043 28 170 699 207 Future Volume (veh/h) 452 246 120 64 202 166 191 1043 28 170 699 207 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 481 262 0 68 215 177 203 1110 30 181 744 220 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222222222 Cap, veh/h 553 917 129 481 212 265 2477 767 240 2442 756 Arrive On Green 0.27 0.43 0.00 0.04 0.14 0.14 0.08 0.49 0.49 0.07 0.48 0.48 Sat Flow, veh/h 3456 3554 1585 3456 3554 1567 3456 5106 1580 3456 5106 1580 Grp Volume(v), veh/h 481 262 0 68 215 177 203 1110 30 181 744 220 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1567 1728 1702 1580 1728 1702 1580 Q Serve(g_s), s 15.9 5.7 0.0 2.3 6.7 13.2 6.9 17.2 1.2 6.2 10.7 10.1 Cycle Q Clear(g_c), s 15.9 5.7 0.0 2.3 6.7 13.2 6.9 17.2 1.2 6.2 10.7 10.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 553 917 129 481 212 265 2477 767 240 2442 756 V/C Ratio(X)0.87 0.29 0.53 0.45 0.83 0.77 0.45 0.04 0.75 0.30 0.29 Avail Cap(c_a), veh/h 792 1199 187 577 255 418 2477 767 360 2442 756 HCM Platoon Ratio 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.94 0.94 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.8 27.0 0.0 56.7 47.8 50.6 54.4 20.3 16.2 54.8 19.1 19.0 Incr Delay (d2), s/veh 7.0 0.2 0.0 3.3 0.7 18.0 4.6 0.6 0.1 4.8 0.3 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.4 2.3 0.0 1.0 2.9 6.1 3.1 6.3 0.4 2.7 4.0 3.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 49.8 27.1 0.0 60.0 48.4 68.6 59.0 20.9 16.3 59.6 19.4 20.0 LnGrp LOS D C E D E E C BEBB Approach Vol, veh/h 743 A 460 1343 1145 Approach Delay, s/veh 41.8 57.9 26.6 25.9 Approach LOS D E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.8 62.7 9.0 35.5 13.7 61.9 23.7 20.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 12.5 42.5 6.5 40.5 14.5 40.5 27.5 19.5 Max Q Clear Time (g_c+I1), s 8.2 19.2 4.3 7.7 8.9 12.7 17.9 15.2 Green Ext Time (p_c), s 0.2 7.3 0.0 1.6 0.3 5.5 1.2 0.7 Intersection Summary HCM 6th Ctrl Delay 33.3 HCM 6th LOS C Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 5.1-42 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 8: Portola Rd. & Julie Dr./College Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)66 36 67 14 41 6 100 443 10 6 391 65 Future Volume (vph)66 36 67 14 41 6 100 443 10 6 391 65 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)125 60 145 100 165 165 165 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft)90 90 120 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 55 55 Link Distance (ft)1594 463 3682 1684 Travel Time (s)36.2 10.5 45.6 20.9 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)72 39 73 15 45 7 109 482 11 7 425 71 Shared Lane Traffic (%) Lane Group Flow (vph) 72 112 0 15 45 7 109 482 11 7 496 0 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 Detector Phase 7 4 38852216 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 Total Split (s)23.0 36.0 15.0 28.0 28.0 31.0 56.0 56.0 13.0 38.0 Total Split (%)19.2% 30.0% 12.5% 23.3% 23.3% 25.8% 46.7% 46.7% 10.8% 31.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 8: Portola Rd. & Julie Dr./College Dr. 5.1-43 HCM 6th Signalized Intersection Summary EAP (2027) PM Peak Hour 8: Portola Rd. & Julie Dr./College Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 66 36 67 14 41 6 100 443 10 6 391 65 Future Volume (veh/h) 66 36 67 14 41 6 100 443 10 6 391 65 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 72 39 73 15 45 7 109 482 11 7 425 71 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 93 56 104 29 114 94 136 3718 1150 15 2919 476 Arrive On Green 0.05 0.10 0.10 0.02 0.06 0.06 0.08 0.73 0.73 0.02 1.00 1.00 Sat Flow, veh/h 1781 577 1079 1781 1870 1546 1781 5106 1580 1781 4421 721 Grp Volume(v), veh/h 72 0 112 15 45 7 109 482 11 7 325 171 Grp Sat Flow(s),veh/h/ln 1781 0 1656 1781 1870 1546 1781 1702 1580 1781 1702 1737 Q Serve(g_s), s 4.8 0.0 7.9 1.0 2.8 0.5 7.2 3.4 0.2 0.5 0.0 0.0 Cycle Q Clear(g_c), s 4.8 0.0 7.9 1.0 2.8 0.5 7.2 3.4 0.2 0.5 0.0 0.0 Prop In Lane 1.00 0.65 1.00 1.00 1.00 1.00 1.00 0.41 Lane Grp Cap(c), veh/h 93 0 160 29 114 94 136 3718 1150 15 2248 1147 V/C Ratio(X) 0.77 0.00 0.70 0.51 0.40 0.07 0.80 0.13 0.01 0.45 0.14 0.15 Avail Cap(c_a), veh/h 275 0 435 156 366 303 393 3718 1150 126 2248 1147 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 0.97 0.97 0.97 0.99 0.99 0.99 Uniform Delay (d), s/veh 56.2 0.0 52.5 58.5 54.2 53.2 54.5 4.9 4.5 58.7 0.0 0.0 Incr Delay (d2), s/veh 12.7 0.0 5.4 13.3 2.2 0.3 10.0 0.1 0.0 19.2 0.1 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.5 0.0 3.5 0.6 1.4 0.2 3.5 0.9 0.1 0.3 0.0 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.9 0.0 57.9 71.8 56.4 53.5 64.5 5.0 4.5 77.8 0.1 0.3 LnGrp LOS EAEEEDEAAEAA Approach Vol, veh/h 184 67 602 503 Approach Delay, s/veh 62.2 59.6 15.7 1.3 Approach LOS EEBA Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 5.5 91.9 6.5 16.1 13.7 83.7 10.8 11.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 8.5 51.5 10.5 31.5 26.5 33.5 18.5 23.5 Max Q Clear Time (g_c+I1), s 2.5 5.4 3.0 9.9 9.2 2.0 6.8 4.8 Green Ext Time (p_c), s 0.0 3.1 0.0 0.6 0.2 2.8 0.1 0.2 Intersection Summary HCM 6th Ctrl Delay 18.8 HCM 6th LOS B 5.1-44 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 9: Portola Av. & Frank Sinatra Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)43 633 91 99 391 33 144 477 110 86 337 50 Future Volume (vph)43 633 91 99 391 33 144 477 110 86 337 50 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)120 230 140 100 260 50 180 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft)120 90 120 190 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)701 1558 512 3682 Travel Time (s)9.6 21.2 6.3 45.6 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)46 673 97 105 416 35 153 507 117 91 359 53 Shared Lane Traffic (%) Lane Group Flow (vph) 46 673 97 105 416 35 153 507 117 91 412 0 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 74438852216 Switch Phase Minimum Initial (s)5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 Minimum Split (s)9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 Total Split (s)9.5 20.0 20.0 9.5 20.0 20.0 10.4 20.2 20.2 10.3 20.1 Total Split (%)15.8% 33.3% 33.3% 15.8% 33.3% 33.3% 17.3% 33.7% 33.7% 17.2% 33.5% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 9: Portola Av. & Frank Sinatra Dr. 5.1-45 HCM 6th Signalized Intersection Summary EAP (2027) PM Peak Hour 9: Portola Av. & Frank Sinatra Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 43 633 91 99 391 33 144 477 110 86 337 50 Future Volume (veh/h) 43 633 91 99 391 33 144 477 110 86 337 50 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 46 673 97 105 416 35 153 507 117 91 359 53 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222222222 Cap, veh/h 79 843 374 134 952 422 175 1729 534 117 1377 198 Arrive On Green 0.04 0.24 0.24 0.08 0.27 0.27 0.10 0.34 0.34 0.07 0.31 0.31 Sat Flow, veh/h 1781 3554 1575 1781 3554 1576 1781 5106 1578 1781 4505 648 Grp Volume(v), veh/h 46 673 97 105 416 35 153 507 117 91 269 143 Grp Sat Flow(s),veh/h/ln 1781 1777 1575 1781 1777 1576 1781 1702 1578 1781 1702 1750 Q Serve(g_s), s 1.5 10.7 3.0 3.5 5.8 1.0 5.1 4.4 3.2 3.0 3.6 3.7 Cycle Q Clear(g_c), s 1.5 10.7 3.0 3.5 5.8 1.0 5.1 4.4 3.2 3.0 3.6 3.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.37 Lane Grp Cap(c), veh/h 79 843 374 134 952 422 175 1729 534 117 1041 535 V/C Ratio(X) 0.58 0.80 0.26 0.78 0.44 0.08 0.87 0.29 0.22 0.78 0.26 0.27 Avail Cap(c_a), veh/h 148 948 420 148 952 422 175 1729 534 172 1041 535 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 Uniform Delay (d), s/veh 28.1 21.5 18.6 27.3 18.2 16.4 26.7 14.6 14.2 27.6 15.7 15.7 Incr Delay (d2), s/veh 6.5 4.4 0.4 21.4 0.3 0.1 35.2 0.4 0.9 12.6 0.6 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 4.2 1.0 2.1 2.0 0.3 3.6 1.4 1.0 1.5 1.2 1.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.6 25.9 19.0 48.6 18.5 16.5 61.8 15.0 15.1 40.2 16.3 17.0 LnGrp LOS C C B D BBEBBDBB Approach Vol, veh/h 816 556 777 503 Approach Delay, s/veh 25.6 24.1 24.2 20.8 Approach LOS CCCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.4 24.3 9.0 18.2 10.4 22.3 7.2 20.1 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 5.8 16.2 5.0 16.0 5.9 16.1 5.0 16.0 Max Q Clear Time (g_c+I1), s 5.0 6.4 5.5 12.7 7.1 5.7 3.5 7.8 Green Ext Time (p_c), s 0.0 2.4 0.0 1.4 0.0 1.6 0.0 1.6 Intersection Summary HCM 6th Ctrl Delay 24.0 HCM 6th LOS C 5.1-46 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 10: Portola Av. & Country Club Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)48 818 185 195 586 142 180 521 188 84 435 60 Future Volume (vph)48 818 185 195 586 142 180 521 188 84 435 60 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)200 105 180 80 160 135 200 50 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft)120 90 100 60 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)1030 784 945 2578 Travel Time (s)14.0 10.7 11.7 32.0 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)49 843 191 201 604 146 186 537 194 87 448 62 Shared Lane Traffic (%) Lane Group Flow (vph) 49 843 191 201 604 146 186 537 194 87 448 62 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4826 Detector Phase 744388522166 Switch Phase Minimum Initial (s)5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 Minimum Split (s)9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 Total Split (s)13.4 40.0 40.0 27.0 53.6 53.6 25.0 36.0 36.0 17.0 28.0 28.0 Total Split (%)11.2% 33.3% 33.3% 22.5% 44.7% 44.7% 20.8% 30.0% 30.0% 14.2% 23.3% 23.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 70 Control Type: Actuated-Coordinated Splits and Phases: 10: Portola Av. & Country Club Dr. 5.1-47 HCM 6th Signalized Intersection Summary EAP (2027) PM Peak Hour 10: Portola Av. & Country Club Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 48 818 185 195 586 142 180 521 188 84 435 60 Future Volume (veh/h) 48 818 185 195 586 142 180 521 188 84 435 60 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 49 843 191 201 604 146 186 537 194 87 448 62 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %222222222222 Cap, veh/h 63 960 426 231 1294 575 215 1410 627 110 1200 533 Arrive On Green 0.04 0.27 0.27 0.13 0.36 0.36 0.12 0.40 0.40 0.06 0.34 0.34 Sat Flow, veh/h 1781 3554 1576 1781 3554 1579 1781 3554 1579 1781 3554 1578 Grp Volume(v), veh/h 49 843 191 201 604 146 186 537 194 87 448 62 Grp Sat Flow(s),veh/h/ln 1781 1777 1576 1781 1777 1579 1781 1777 1579 1781 1777 1578 Q Serve(g_s), s 3.3 27.2 12.1 13.3 15.6 7.8 12.3 12.9 10.1 5.8 11.5 3.2 Cycle Q Clear(g_c), s 3.3 27.2 12.1 13.3 15.6 7.8 12.3 12.9 10.1 5.8 11.5 3.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 63 960 426 231 1294 575 215 1410 627 110 1200 533 V/C Ratio(X) 0.78 0.88 0.45 0.87 0.47 0.25 0.86 0.38 0.31 0.79 0.37 0.12 Avail Cap(c_a), veh/h 132 1066 473 334 1469 652 304 1410 627 186 1200 533 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 57.4 41.9 36.4 51.2 29.2 26.7 51.8 25.7 24.9 55.5 30.1 27.4 Incr Delay (d2), s/veh 18.0 7.9 0.7 15.5 0.3 0.2 16.4 0.8 1.3 11.9 0.9 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 12.4 4.6 6.7 6.4 2.8 6.2 5.2 3.8 2.9 4.8 1.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 75.4 49.9 37.1 66.8 29.5 27.0 68.2 26.5 26.2 67.4 31.0 27.8 LnGrp LOS E D D E C C E C C E C C Approach Vol, veh/h 1083 951 917 597 Approach Delay, s/veh 48.8 37.0 34.9 36.0 Approach LOS DDCD Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.9 51.6 20.1 36.4 19.0 44.5 8.8 47.7 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 12.5 32.0 22.5 36.0 20.5 24.0 8.9 49.6 Max Q Clear Time (g_c+I1), s 7.8 14.9 15.3 29.2 14.3 13.5 5.3 17.6 Green Ext Time (p_c), s 0.1 3.4 0.3 3.2 0.2 2.0 0.0 4.4 Intersection Summary HCM 6th Ctrl Delay 39.9 HCM 6th LOS D 5.1-48 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 11: Monterey Av. & Dinah Shore Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 555 305 294 46 371 630 333 1052 31 338 795 350 Future Volume (vph) 555 305 294 46 371 630 333 1052 31 338 795 350 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)285 190 160 180 255 0 170 240 Storage Lanes 2 0 2 1 2 0 2 1 Taper Length (ft)120 120 170 120 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)45 45 55 55 Link Distance (ft)738 1225 3625 489 Travel Time (s)11.2 18.6 44.9 6.1 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)572 314 303 47 382 649 343 1085 32 348 820 361 Shared Lane Traffic (%) Lane Group Flow (vph) 572 314 303 47 382 649 343 1117 0 348 820 361 Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Free Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 Free Free Detector Phase 74438 52 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)33.0 47.8 47.8 9.6 24.4 23.0 39.0 23.6 39.6 Total Split (%)27.5% 39.8% 39.8% 8.0% 20.3% 19.2% 32.5% 19.7% 33.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 11: Monterey Av. & Dinah Shore Dr. 5.1-49 HCM 6th Signalized Intersection Summary EAP (2027) PM Peak Hour 11: Monterey Av. & Dinah Shore Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 555 305 294 46 371 630 333 1052 31 338 795 350 Future Volume (veh/h) 555 305 294 46 371 630 333 1052 31 338 795 350 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 572 314 303 47 382 0 343 1085 32 348 820 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %222222222222 Cap, veh/h 651 1024 454 114 472 408 2084 61 414 2097 Arrive On Green 0.19 0.29 0.29 0.03 0.13 0.00 0.12 0.41 0.41 0.12 0.41 0.00 Sat Flow, veh/h 3456 3554 1577 3456 3554 1585 3456 5096 150 3456 5106 1585 Grp Volume(v), veh/h 572 314 303 47 382 0 343 724 393 348 820 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1577 1728 1777 1585 1728 1702 1843 1728 1702 1585 Q Serve(g_s), s 19.3 8.3 20.3 1.6 12.5 0.0 11.7 19.2 19.2 11.8 13.5 0.0 Cycle Q Clear(g_c), s 19.3 8.3 20.3 1.6 12.5 0.0 11.7 19.2 19.2 11.8 13.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.08 1.00 1.00 Lane Grp Cap(c), veh/h 651 1024 454 114 472 408 1392 754 414 2097 V/C Ratio(X)0.88 0.31 0.67 0.41 0.81 0.84 0.52 0.52 0.84 0.39 Avail Cap(c_a), veh/h 821 1282 569 147 589 533 1392 754 550 2097 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 47.4 33.3 37.6 56.9 50.6 0.0 51.8 26.6 26.6 51.7 24.8 0.0 Incr Delay (d2), s/veh 9.0 0.2 2.1 2.4 6.8 0.0 9.1 1.4 2.6 8.6 0.5 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.9 3.5 7.8 0.7 5.9 0.0 5.4 7.5 8.4 5.4 5.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.4 33.5 39.7 59.3 57.3 0.0 60.9 28.0 29.2 60.3 25.4 0.0 LnGrp LOS E C D E E E C C E C Approach Vol, veh/h 1189 429 A 1460 1168 A Approach Delay, s/veh 46.1 57.5 36.1 35.8 Approach LOS D E D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.9 53.6 8.5 39.1 18.7 53.8 27.1 20.4 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 19.1 34.5 5.1 43.3 18.5 35.1 28.5 19.9 Max Q Clear Time (g_c+I1), s 13.8 21.2 3.6 22.3 13.7 15.5 21.3 14.5 Green Ext Time (p_c), s 0.6 5.3 0.0 2.8 0.5 4.8 1.3 1.0 Intersection Summary HCM 6th Ctrl Delay 41.0 HCM 6th LOS D Notes Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 5.1-50 Lanes, Volumes, Timings EAP (2027) PM Peak Hour 12: Julie Dr. & St. "A" Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)81 47 75 80 57 132 Future Volume (vph)81 47 75 80 57 132 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Link Speed (mph)30 30 30 Link Distance (ft)254 1594 1667 Travel Time (s)5.8 36.2 37.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)88 51 82 87 62 143 Shared Lane Traffic (%) Lane Group Flow (vph) 0 139 169 0 205 0 Sign Control Yield Yield Yield Intersection Summary Area Type:Other Control Type: Roundabout 5.1-51 HCM 6th Roundabout EAP (2027) PM Peak Hour 12: Julie Dr. & St. "A" Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Intersection Intersection Delay, s/veh 4.1 Intersection LOS A Approach EB WB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 139 169 205 Demand Flow Rate, veh/h 142 173 209 Vehicles Circulating, veh/h 63 90 84 Vehicles Exiting, veh/h 230 115 179 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 3.7 4.1 4.3 Approach LOS A A A Lane Left Left Left Designated Moves LT TR LR Assumed Moves LT TR LR RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 Entry Flow, veh/h 142 173 209 Cap Entry Lane, veh/h 1294 1259 1267 Entry HV Adj Factor 0.979 0.979 0.981 Flow Entry, veh/h 139 169 205 Cap Entry, veh/h 1266 1232 1242 V/C Ratio 0.110 0.137 0.165 Control Delay, s/veh 3.7 4.1 4.3 LOS A A A 95th %tile Queue, veh 0 0 1 5.1-52 Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx APPENDIX 6.1: EAPC (2027) CONDITIONS INTERSECTION OPERATIONS ANALYSIS WORKSHEETS Vitalia/Refuge Residential Traffic Analysis 14702-03 TA Report.docx This Page Intentionally Left Blank Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 1: Monterey Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 193 397 147 194 564 166 105 772 101 88 1186 167 Future Volume (vph) 193 397 147 194 564 166 105 772 101 88 1186 167 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)165 165 190 210 200 0 200 315 Storage Lanes 2 1 2 0 2 0 2 1 Taper Length (ft)90 140 120 120 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)511 1502 732 1716 Travel Time (s)7.0 20.5 9.1 21.3 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph)222 456 169 223 648 191 121 887 116 101 1363 192 Shared Lane Traffic (%) Lane Group Flow (vph) 222 456 169 223 648 191 121 1003 0 101 1363 192 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 74438852 166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 22.5 Total Split (s)19.0 37.0 37.0 19.0 37.0 37.0 14.0 52.0 12.0 50.0 50.0 Total Split (%)15.8% 30.8% 30.8% 15.8% 30.8% 30.8% 11.7% 43.3% 10.0% 41.7% 41.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 1: Monterey Av. & Gerald Ford Dr. 6.1-1 HCM 6th Signalized Intersection Summary EAPC (2027) AM Peak Hour 1: Monterey Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 193 397 147 194 564 166 105 772 101 88 1186 167 Future Volume (veh/h) 193 397 147 194 564 166 105 772 101 88 1186 167 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 222 456 169 223 648 191 121 887 116 101 1363 0 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, %222222222222 Cap, veh/h 284 752 333 281 749 332 176 2345 305 153 2585 Arrive On Green 0.08 0.21 0.21 0.16 0.42 0.42 0.05 0.51 0.51 0.04 0.51 0.00 Sat Flow, veh/h 3456 3554 1574 3456 3554 1574 3456 4570 595 3456 5106 1585 Grp Volume(v), veh/h 222 456 169 223 648 191 121 660 343 101 1363 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1574 1728 1777 1574 1728 1702 1761 1728 1702 1585 Q Serve(g_s), s 7.6 13.9 11.4 7.4 19.9 11.1 4.1 14.0 14.1 3.5 21.6 0.0 Cycle Q Clear(g_c), s 7.6 13.9 11.4 7.4 19.9 11.1 4.1 14.0 14.1 3.5 21.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.34 1.00 1.00 Lane Grp Cap(c), veh/h 284 752 333 281 749 332 176 1746 904 153 2585 V/C Ratio(X) 0.78 0.61 0.51 0.79 0.87 0.58 0.69 0.38 0.38 0.66 0.53 Avail Cap(c_a), veh/h 418 962 426 418 962 426 274 1746 904 216 2585 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.92 0.92 0.92 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 54.0 42.8 41.8 49.3 33.2 30.6 56.0 17.6 17.7 56.5 19.9 0.0 Incr Delay (d2), s/veh 5.7 0.8 1.2 5.8 6.3 1.5 4.7 0.6 1.2 4.8 0.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 6.0 4.4 3.1 6.8 3.6 1.8 5.2 5.5 1.5 7.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 59.8 43.6 43.0 55.1 39.5 32.1 60.7 18.3 18.9 61.3 20.7 0.0 LnGrp LOS E D D E D C EBBEC Approach Vol, veh/h 847 1062 1124 1464 A Approach Delay, s/veh 47.7 41.4 23.0 23.5 Approach LOS DDCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.8 66.1 14.2 29.9 10.6 65.3 14.4 29.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 7.5 47.5 14.5 32.5 9.5 45.5 14.5 32.5 Max Q Clear Time (g_c+I1), s 5.5 16.1 9.4 15.9 6.1 23.6 9.6 21.9 Green Ext Time (p_c), s 0.0 6.4 0.3 2.9 0.1 9.0 0.3 3.3 Intersection Summary HCM 6th Ctrl Delay 32.2 HCM 6th LOS C Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 6.1-2 Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 2: Gerald Ford Dr. & Gateway Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)59 527 847 141 197 89 Future Volume (vph)59 527 847 141 197 89 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)195 125 0 0 Storage Lanes 1 1 1 1 Taper Length (ft) 120 90 Right Turn on Red Yes Yes Link Speed (mph)50 50 30 Link Distance (ft)1502 2201 993 Travel Time (s)20.5 30.0 22.6 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph)66 592 952 158 221 100 Shared Lane Traffic (%) Lane Group Flow (vph) 66 592 952 158 221 100 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 6 4 Detector Phase 526644 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)11.0 37.0 26.0 26.0 23.0 23.0 Total Split (%)18.3% 61.7% 43.3% 43.3% 38.3% 38.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None C-Max C-Max C-Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 2: Gerald Ford Dr. & Gateway 6.1-3 HCM 6th Signalized Intersection Summary EAPC (2027) AM Peak Hour 2: Gerald Ford Dr. & Gateway Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 59 527 847 141 197 89 Future Volume (veh/h) 59 527 847 141 197 89 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 66 592 952 158 221 100 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222 Cap, veh/h 99 1925 2099 648 549 489 Arrive On Green 0.06 0.54 0.41 0.41 0.31 0.31 Sat Flow, veh/h 1781 3647 5274 1575 1781 1585 Grp Volume(v), veh/h 66 592 952 158 221 100 Grp Sat Flow(s),veh/h/ln 1781 1777 1702 1575 1781 1585 Q Serve(g_s), s 2.2 5.5 8.1 3.9 5.9 2.8 Cycle Q Clear(g_c), s 2.2 5.5 8.1 3.9 5.9 2.8 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 99 1925 2099 648 549 489 V/C Ratio(X) 0.67 0.31 0.45 0.24 0.40 0.20 Avail Cap(c_a), veh/h 193 1925 2099 648 549 489 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.83 0.83 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.8 7.6 12.8 11.6 16.4 15.3 Incr Delay (d2), s/veh 6.3 0.3 0.7 0.9 2.2 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 1.5 2.5 1.2 2.5 2.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.0 7.9 13.5 12.5 18.6 16.3 LnGrp LOS C ABBBB Approach Vol, veh/h 658 1110 321 Approach Delay, s/veh 10.5 13.4 17.9 Approach LOS B B B Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 37.0 23.0 7.8 29.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 32.5 18.5 6.5 21.5 Max Q Clear Time (g_c+I1), s 7.5 7.9 4.2 10.1 Green Ext Time (p_c), s 3.6 0.7 0.0 4.9 Intersection Summary HCM 6th Ctrl Delay 13.2 HCM 6th LOS B 6.1-4 Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)18 613 50 33 814 24 139 2 92 50 1 44 Future Volume (vph)18 613 50 33 814 24 139 2 92 50 1 44 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)190 0 150 110 0 150 0 50 Storage Lanes 1 0 1 1 0 1 0 1 Taper Length (ft)120 90 90 90 Link Speed (mph)50 50 30 30 Link Distance (ft)2201 915 434 430 Travel Time (s)30.0 12.5 9.9 9.8 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph)20 689 56 37 915 27 156 2 103 56 1 49 Shared Lane Traffic (%) Lane Group Flow (vph) 20 745 0 37 915 27 0 158 103 0 57 49 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized 6.1-5 HCM 6th TWSC EAPC (2027) AM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Intersection Int Delay, s/veh 19 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 613 50 33 814 24 139 2 92 50 1 44 Future Vol, veh/h 18 613 50 33 814 24 139 2 92 50 1 44 Conflicting Peds, #/hr 5 00005000505 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 190 - - 150 - 110 - - 150 - - 50 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 2 22222222222 Mvmt Flow 20 689 56 37 915 27 156 2 103 56 1 49 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 947 0 0 745 0 0 1203 1778 378 1385 1779 468 Stage 1 ------757757-994994- Stage 2 ------4461021 - 391 785 - Critical Hdwy 5.34 - - 4.14 - - 6.99 6.54 6.94 6.99 6.54 7.14 Critical Hdwy Stg 1 ------6.54 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 ------6.74 5.54 - 6.54 5.54 - Follow-up Hdwy 3.12 - - 2.22 - - 3.67 4.02 3.32 3.67 4.02 3.92 Pot Cap-1 Maneuver 415 - - 859 - - 165 82 620 124 81 463 Stage 1 ------356414-206321- Stage 2 ------530312-585402- Platoon blocked, % - - - - Mov Cap-1 Maneuver 413 - - 859 - - ~ 135 74 617 93 73 459 Mov Cap-2 Maneuver ------~ 13574-9373- Stage 1 ------339394-195306- Stage 2 ------449297-459383- Approach EB WB NB SB HCM Control Delay, s 0.4 0.4 127.6 55.9 HCM LOS F F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)133 617 413 - - 859 - - 93 459 HCM Lane V/C Ratio 1.191 0.168 0.049 - - 0.043 - - 0.616 0.108 HCM Control Delay (s) 203 12 14.2 - - 9.4 - - 92.2 13.8 HCM Lane LOS F B B - - A - - F B HCM 95th %tile Q(veh) 9.5 0.6 0.2 - - 0.1 - - 2.9 0.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 6.1-6 Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr.With Improvements Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\102 - Existing Lanes WP_IMP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)18 613 50 33 814 24 139 2 92 50 1 44 Future Volume (vph)18 613 50 33 814 24 139 2 92 50 1 44 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)190 0 150 110 0 150 0 50 Storage Lanes 1 0 1 1 0 1 0 1 Taper Length (ft)120 90 90 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 30 30 Link Distance (ft)2201 915 434 430 Travel Time (s)30.0 12.5 9.9 9.8 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph)20 689 56 37 915 27 156 2 103 56 1 49 Shared Lane Traffic (%) Lane Group Flow (vph) 20 745 0 37 915 27 0 158 103 0 57 49 Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 6 8 8 4 4 Detector Phase 5 2 166888444 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)10.0 27.0 10.0 27.0 27.0 23.0 23.0 23.0 23.0 23.0 23.0 Total Split (%)16.7% 45.0% 16.7% 45.0% 45.0% 38.3% 38.3% 38.3% 38.3% 38.3% 38.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr. 6.1-7 HCM 6th Signalized Intersection Summary EAPC (2027) AM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr.With Improvements Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\102 - Existing Lanes WP_IMP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 18 613 50 33 814 24 139 2 92 50 1 44 Future Volume (veh/h) 18 613 50 33 814 24 139 2 92 50 1 44 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 20 689 56 37 915 27 156 2 103 56 1 49 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222 Cap, veh/h 42 1425 116 68 2262 698 119 1 489 119 1 486 Arrive On Green 0.02 0.29 0.29 0.04 0.44 0.44 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1781 3327 270 1781 5106 1576 0 3 1585 0 4 1577 Grp Volume(v), veh/h 20 368 377 37 915 27 158 0 103 57 0 49 Grp Sat Flow(s),veh/h/ln 1781 1777 1820 1781 1702 1576 3 0 1585 4 0 1577 Q Serve(g_s), s 0.7 10.3 10.3 1.2 7.3 0.6 0.0 0.0 2.9 0.0 0.0 1.3 Cycle Q Clear(g_c), s 0.7 10.3 10.3 1.2 7.3 0.6 18.5 0.0 2.9 18.5 0.0 1.3 Prop In Lane 1.00 0.15 1.00 1.00 0.99 1.00 0.98 1.00 Lane Grp Cap(c), veh/h 42 761 779 68 2262 698 120 0 489 120 0 486 V/C Ratio(X) 0.48 0.48 0.48 0.54 0.40 0.04 1.32 0.00 0.21 0.47 0.00 0.10 Avail Cap(c_a), veh/h 163 761 779 163 2262 698 120 0 489 120 0 486 HCM Platoon Ratio 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.2 15.9 15.9 28.3 11.3 9.5 29.9 0.0 15.3 29.6 0.0 14.8 Incr Delay (d2), s/veh 7.7 2.1 2.0 6.5 0.5 0.1 189.2 0.0 1.0 12.9 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 4.0 4.1 0.6 2.2 0.2 8.0 0.0 1.1 1.2 0.0 0.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.9 18.0 17.9 34.8 11.9 9.6 219.1 0.0 16.3 42.5 0.0 15.2 LnGrp LOS D B B C B A F A B D A B Approach Vol, veh/h 765 979 261 106 Approach Delay, s/veh 18.5 12.7 139.1 29.9 Approach LOS B B F C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.8 30.2 23.0 5.9 31.1 23.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 22.5 18.5 5.5 22.5 18.5 Max Q Clear Time (g_c+I1), s 3.2 12.3 20.5 2.7 9.3 20.5 Green Ext Time (p_c), s 0.0 2.9 0.0 0.0 4.7 0.0 Intersection Summary HCM 6th Ctrl Delay 31.3 HCM 6th LOS C 6.1-8 Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 4: Portola Rd. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)13 555 211 97 686 184 182 394 96 87 344 2 Future Volume (vph)13 555 211 97 686 184 182 394 96 87 344 2 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)165 50 255 300 245 205 255 215 Storage Lanes 1 1 2 1 2 1 2 0 Taper Length (ft)90 120 120 110 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)658 1639 1684 1545 Travel Time (s)9.0 22.4 20.9 19.2 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph)15 653 248 114 807 216 214 464 113 102 405 2 Shared Lane Traffic (%) Lane Group Flow (vph) 15 653 248 114 807 216 214 464 113 102 405 2 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4826 Detector Phase 744388522166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)16.0 50.0 50.0 17.0 51.0 51.0 14.0 39.0 39.0 14.0 39.0 39.0 Total Split (%)13.3% 41.7% 41.7% 14.2% 42.5% 42.5% 11.7% 32.5% 32.5% 11.7% 32.5% 32.5% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 4: Portola Rd. & Gerald Ford Dr. 6.1-9 HCM 6th Signalized Intersection Summary EAPC (2027) AM Peak Hour 4: Portola Rd. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 13 555 211 97 686 184 182 394 96 87 344 2 Future Volume (veh/h) 13 555 211 97 686 184 182 394 96 87 344 2 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 15 653 248 114 807 0 214 464 113 102 405 0 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 115 819 363 171 1100 265 2682 830 155 2520 Arrive On Green 0.06 0.23 0.23 0.02 0.07 0.00 0.15 1.00 1.00 0.04 0.49 0.00 Sat Flow, veh/h 1781 3554 1575 3456 5106 1585 3456 5106 1581 3456 5106 1585 Grp Volume(v), veh/h 15 653 248 114 807 0 214 464 113 102 405 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1575 1728 1702 1585 1728 1702 1581 1728 1702 1585 Q Serve(g_s), s 1.0 20.8 13.9 3.9 18.6 0.0 7.2 0.0 0.0 3.5 5.2 0.0 Cycle Q Clear(g_c), s 1.0 20.8 13.9 3.9 18.6 0.0 7.2 0.0 0.0 3.5 5.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 115 819 363 171 1100 265 2682 830 155 2520 V/C Ratio(X)0.13 0.80 0.68 0.67 0.73 0.81 0.17 0.14 0.66 0.16 Avail Cap(c_a), veh/h 171 1347 597 360 1979 274 2682 830 274 2520 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.85 0.85 0.00 0.99 0.99 0.99 1.00 1.00 0.00 Uniform Delay (d), s/veh 53.0 43.5 27.2 58.0 52.4 0.0 50.0 0.0 0.0 56.4 16.7 0.0 Incr Delay (d2), s/veh 0.5 1.8 2.3 3.8 0.8 0.0 15.8 0.1 0.3 4.7 0.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 9.0 5.2 1.8 8.5 0.0 3.4 0.0 0.1 1.6 1.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 53.5 45.4 29.5 61.8 53.2 0.0 65.7 0.1 0.3 61.1 16.9 0.0 LnGrp LOS D D C E D EAAEB Approach Vol, veh/h 916 921 A 791 507 A Approach Delay, s/veh 41.2 54.3 17.9 25.8 Approach LOS D D B C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.9 67.5 10.4 32.1 13.7 63.7 12.2 30.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 9.5 34.5 12.5 45.5 9.5 34.5 11.5 46.5 Max Q Clear Time (g_c+I1), s 5.5 2.0 5.9 22.8 9.2 7.2 3.0 20.6 Green Ext Time (p_c), s 0.1 3.2 0.1 4.8 0.0 2.4 0.0 5.3 Intersection Summary HCM 6th Ctrl Delay 36.7 HCM 6th LOS D Notes Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 6.1-10 Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 5: Pacific Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 107 590 41 19 799 142 31 69 25 172 73 136 Future Volume (vph) 107 590 41 19 799 142 31 69 25 172 73 136 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)140 150 140 150 120 0 130 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft)90 100 90 60 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 40 30 30 Link Distance (ft)1639 1573 599 673 Travel Time (s)22.4 26.8 13.6 15.3 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph)129 711 49 23 963 171 37 83 30 207 88 164 Shared Lane Traffic (%) Lane Group Flow (vph) 129 711 49 23 963 171 37 113 0 207 252 0 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 52216688 44 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)14.4 27.5 27.5 9.5 22.6 22.6 23.0 23.0 23.0 23.0 Total Split (%)24.0% 45.8% 45.8% 15.8% 37.7% 37.7% 38.3% 38.3% 38.3% 38.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max Max Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 5: Pacific Av. & Gerald Ford Dr. 6.1-11 HCM 6th Signalized Intersection Summary EAPC (2027) AM Peak Hour 5: Pacific Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 107 590 41 19 799 142 31 69 25 172 73 136 Future Volume (veh/h) 107 590 41 19 799 142 31 69 25 172 73 136 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 129 711 49 23 963 171 37 83 30 207 88 164 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, %222222222222 Cap, veh/h 166 2247 695 47 1906 589 376 799 275 482 548 486 Arrive On Green 0.09 0.44 0.44 0.03 0.37 0.37 0.31 0.31 0.31 0.31 0.31 0.31 Sat Flow, veh/h 1781 5106 1580 1781 5106 1579 1124 2590 892 1275 1777 1577 Grp Volume(v), veh/h 129 711 49 23 963 171 37 56 57 207 88 164 Grp Sat Flow(s),veh/h/ln 1781 1702 1580 1781 1702 1579 1124 1777 1705 1275 1777 1577 Q Serve(g_s), s 4.2 5.4 1.1 0.8 8.7 4.6 1.6 1.3 1.4 8.3 2.2 4.8 Cycle Q Clear(g_c), s 4.2 5.4 1.1 0.8 8.7 4.6 6.4 1.3 1.4 9.8 2.2 4.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.52 1.00 1.00 Lane Grp Cap(c), veh/h 166 2247 695 47 1906 589 376 548 526 482 548 486 V/C Ratio(X) 0.78 0.32 0.07 0.49 0.51 0.29 0.10 0.10 0.11 0.43 0.16 0.34 Avail Cap(c_a), veh/h 294 2247 695 148 1906 589 376 548 526 482 548 486 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.74 0.74 0.74 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.6 10.9 9.7 28.8 14.5 13.2 18.5 14.8 14.9 18.3 15.1 16.0 Incr Delay (d2), s/veh 5.7 0.3 0.1 7.6 1.0 1.2 0.5 0.4 0.4 2.8 0.6 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 1.6 0.3 0.4 3.0 1.6 0.4 0.6 0.6 2.6 0.9 1.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.3 11.2 9.8 36.4 15.5 14.5 19.0 15.2 15.3 21.1 15.7 17.9 LnGrp LOS C B A D BBBBBCBB Approach Vol, veh/h 889 1157 150 459 Approach Delay, s/veh 14.2 15.7 16.2 18.9 Approach LOS BBBB Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.1 30.9 23.0 10.1 26.9 23.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.0 23.0 18.5 9.9 18.1 18.5 Max Q Clear Time (g_c+I1), s 2.8 7.4 11.8 6.2 10.7 8.4 Green Ext Time (p_c), s 0.0 4.0 1.3 0.1 3.9 0.5 Intersection Summary HCM 6th Ctrl Delay 15.8 HCM 6th LOS B 6.1-12 Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 6: Technology Dr. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 129 535 123 49 780 64 80 41 113 80 27 101 Future Volume (vph) 129 535 123 49 780 64 80 41 113 80 27 101 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 165 175 120 102 0 85 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft)90 90 90 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)40 40 35 35 Link Distance (ft)1634 919 541 642 Travel Time (s)27.9 15.7 10.5 12.5 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph)155 645 148 59 940 77 96 49 136 96 33 122 Shared Lane Traffic (%) Lane Group Flow (vph) 155 645 148 59 940 77 96 49 136 96 155 0 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 Detector Phase 74438822266 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)15.0 26.7 26.7 10.8 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%)25.0% 44.5% 44.5% 18.0% 37.5% 37.5% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max C-Max C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 6: Technology Dr. & Gerald Ford Dr. 6.1-13 HCM 6th Signalized Intersection Summary EAPC (2027) AM Peak Hour 6: Technology Dr. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 129 535 123 49 780 64 80 41 113 80 27 101 Future Volume (veh/h) 129 535 123 49 780 64 80 41 113 80 27 101 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 155 645 148 59 940 77 96 49 136 96 33 122 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Percent Heavy Veh, %222222222222 Cap, veh/h 198 1115 342 276 1339 412 537 752 635 581 140 517 Arrive On Green 0.11 0.22 0.22 0.05 0.09 0.09 0.40 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 1781 5106 1567 1781 5106 1570 1229 1870 1579 1195 348 1286 Grp Volume(v), veh/h 155 645 148 59 940 77 96 49 136 96 0 155 Grp Sat Flow(s),veh/h/ln 1781 1702 1567 1781 1702 1570 1229 1870 1579 1195 0 1633 Q Serve(g_s), s 5.1 6.8 4.9 1.9 10.7 2.7 3.4 1.0 3.4 3.2 0.0 3.8 Cycle Q Clear(g_c), s 5.1 6.8 4.9 1.9 10.7 2.7 7.1 1.0 3.4 4.2 0.0 3.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.79 Lane Grp Cap(c), veh/h 198 1115 342 276 1339 412 537 752 635 581 0 656 V/C Ratio(X) 0.78 0.58 0.43 0.21 0.70 0.19 0.18 0.07 0.21 0.17 0.00 0.24 Avail Cap(c_a), veh/h 312 1889 580 276 1532 471 537 752 635 581 0 656 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.73 0.73 0.73 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.0 21.0 20.2 25.0 25.1 21.5 14.2 11.0 11.7 12.3 0.0 11.9 Incr Delay (d2), s/veh 6.7 0.5 0.9 0.3 0.9 0.2 0.7 0.2 0.8 0.6 0.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 2.4 1.7 0.8 4.6 0.9 0.9 0.4 1.1 0.8 0.0 1.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 32.7 21.5 21.1 25.2 26.0 21.6 14.9 11.2 12.5 12.9 0.0 12.7 LnGrp LOS CCCCCC BBBBAB Approach Vol, veh/h 948 1076 281 251 Approach Delay, s/veh 23.2 25.7 13.1 12.8 Approach LOS C C B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 28.6 13.8 17.6 28.6 11.2 20.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.0 6.3 22.2 18.0 10.5 18.0 Max Q Clear Time (g_c+I1), s 9.1 3.9 8.8 6.2 7.1 12.7 Green Ext Time (p_c), s 0.7 0.0 3.9 0.9 0.1 2.8 Intersection Summary HCM 6th Ctrl Delay 22.1 HCM 6th LOS C 6.1-14 Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 7: Cook St. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 418 196 142 32 292 140 146 609 31 188 1500 465 Future Volume (vph) 418 196 142 32 292 140 146 609 31 188 1500 465 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 230 160 200 210 120 290 360 Storage Lanes 2 0 2 1 2 1 2 1 Taper Length (ft)130 160 140 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)40 50 55 55 Link Distance (ft)919 837 1057 824 Travel Time (s)15.7 11.4 13.1 10.2 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph)498 233 169 38 348 167 174 725 37 224 1786 554 Shared Lane Traffic (%) Lane Group Flow (vph) 498 233 169 38 348 167 174 725 37 224 1786 554 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 388522166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)28.0 41.0 9.5 22.5 22.5 14.0 51.8 51.8 17.7 55.5 55.5 Total Split (%)23.3% 34.2% 7.9% 18.8% 18.8% 11.7% 43.2% 43.2% 14.8% 46.3% 46.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 90 Control Type: Actuated-Coordinated Splits and Phases: 7: Cook St. & Gerald Ford Dr. 6.1-15 HCM 6th Signalized Intersection Summary EAPC (2027) AM Peak Hour 7: Cook St. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 418 196 142 32 292 140 146 609 31 188 1500 465 Future Volume (veh/h) 418 196 142 32 292 140 146 609 31 188 1500 465 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 498 233 0 38 348 167 174 725 37 224 1786 554 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Percent Heavy Veh, %222222222222 Cap, veh/h 561 936 103 466 206 230 2423 750 284 2502 774 Arrive On Green 0.27 0.44 0.00 0.03 0.13 0.13 0.07 0.47 0.47 0.08 0.49 0.49 Sat Flow, veh/h 3456 3554 1585 3456 3554 1567 3456 5106 1580 3456 5106 1580 Grp Volume(v), veh/h 498 233 0 38 348 167 174 725 37 224 1786 554 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1567 1728 1702 1580 1728 1702 1580 Q Serve(g_s), s 16.6 4.9 0.0 1.3 11.3 12.4 5.9 10.4 1.5 7.6 32.9 33.0 Cycle Q Clear(g_c), s 16.6 4.9 0.0 1.3 11.3 12.4 5.9 10.4 1.5 7.6 32.9 33.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 561 936 103 466 206 230 2423 750 284 2502 774 V/C Ratio(X)0.89 0.25 0.37 0.75 0.81 0.76 0.30 0.05 0.79 0.71 0.72 Avail Cap(c_a), veh/h 677 1081 144 533 235 274 2423 750 380 2502 774 HCM Platoon Ratio 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.95 0.95 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.7 26.1 0.0 57.1 50.2 50.7 55.0 19.3 17.0 54.1 24.0 24.0 Incr Delay (d2), s/veh 11.6 0.1 0.0 2.2 5.0 17.2 9.6 0.3 0.1 7.8 1.8 5.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.0 2.0 0.0 0.6 5.2 5.7 2.8 3.9 0.5 3.5 12.3 12.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 54.3 26.3 0.0 59.3 55.2 67.9 64.6 19.6 17.1 61.9 25.8 29.6 LnGrp LOS D C EEEEBBECC Approach Vol, veh/h 731 A 553 936 2564 Approach Delay, s/veh 45.3 59.3 27.9 29.8 Approach LOS D E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.4 61.4 8.1 36.1 12.5 63.3 24.0 20.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.2 47.3 5.0 36.5 9.5 51.0 23.5 18.0 Max Q Clear Time (g_c+I1), s 9.6 12.4 3.3 6.9 7.9 35.0 18.6 14.4 Green Ext Time (p_c), s 0.2 4.8 0.0 1.4 0.1 11.6 0.9 0.9 Intersection Summary HCM 6th Ctrl Delay 35.2 HCM 6th LOS D Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 6.1-16 Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 8: Portola Rd. & Julie Dr./College Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)50 66 115 74 23 60 41 611 42 40 572 39 Future Volume (vph)50 66 115 74 23 60 41 611 42 40 572 39 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)125 60 145 100 165 165 165 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft)90 90 120 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 55 55 Link Distance (ft)1594 463 3682 1684 Travel Time (s)36.2 10.5 45.6 20.9 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph)56 74 129 83 26 67 46 687 47 45 643 44 Shared Lane Traffic (%) Lane Group Flow (vph) 56 203 0 83 26 67 46 687 47 45 687 0 Turn Type Prot NA Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 8 2 Detector Phase 7 4 38852216 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 Total Split (s)19.0 37.0 23.0 41.0 41.0 18.0 42.0 42.0 18.0 42.0 Total Split (%)15.8% 30.8% 19.2% 34.2% 34.2% 15.0% 35.0% 35.0% 15.0% 35.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 8: Portola Rd. & Julie Dr./College Dr. 6.1-17 HCM 6th Signalized Intersection Summary EAPC (2027) AM Peak Hour 8: Portola Rd. & Julie Dr./College Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 66 115 74 23 60 41 611 42 40 572 39 Future Volume (veh/h) 50 66 115 74 23 60 41 611 42 40 572 39 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 56 74 129 83 26 67 46 687 47 45 643 44 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222 Cap, veh/h 73 88 153 106 306 257 59 3130 968 58 2988 203 Arrive On Green 0.04 0.14 0.14 0.06 0.16 0.16 0.03 0.61 0.61 0.06 1.00 1.00 Sat Flow, veh/h 1781 608 1059 1781 1870 1571 1781 5106 1579 1781 4881 332 Grp Volume(v), veh/h 56 0 203 83 26 67 46 687 47 45 447 240 Grp Sat Flow(s),veh/h/ln 1781 0 1667 1781 1870 1571 1781 1702 1579 1781 1702 1809 Q Serve(g_s), s 3.7 0.0 14.2 5.5 1.4 4.5 3.1 7.2 1.4 3.0 0.0 0.0 Cycle Q Clear(g_c), s 3.7 0.0 14.2 5.5 1.4 4.5 3.1 7.2 1.4 3.0 0.0 0.0 Prop In Lane 1.00 0.64 1.00 1.00 1.00 1.00 1.00 0.18 Lane Grp Cap(c), veh/h 73 0 241 106 306 257 59 3130 968 58 2084 1107 V/C Ratio(X) 0.77 0.00 0.84 0.78 0.08 0.26 0.77 0.22 0.05 0.78 0.21 0.22 Avail Cap(c_a), veh/h 215 0 451 275 569 478 200 3130 968 200 2084 1107 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 0.93 0.93 0.93 0.95 0.95 0.95 Uniform Delay (d), s/veh 57.0 0.0 50.0 55.7 42.6 43.8 57.5 10.4 9.3 55.7 0.0 0.0 Incr Delay (d2), s/veh 15.6 0.0 7.7 11.7 0.1 0.5 17.7 0.2 0.1 18.8 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 0.0 6.4 2.8 0.7 1.8 1.6 2.4 0.5 1.6 0.1 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 72.6 0.0 57.6 67.4 42.7 44.4 75.2 10.5 9.3 74.4 0.2 0.4 LnGrp LOS EAEEDDEBAEAA Approach Vol, veh/h 259 176 780 732 Approach Delay, s/veh 60.9 55.0 14.3 4.9 Approach LOS E D B A Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.4 78.1 11.7 21.9 8.5 78.0 9.4 24.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 13.5 37.5 18.5 32.5 13.5 37.5 14.5 36.5 Max Q Clear Time (g_c+I1), s 5.0 9.2 7.5 16.2 5.1 2.0 5.7 6.5 Green Ext Time (p_c), s 0.0 4.5 0.1 1.0 0.0 4.1 0.1 0.3 Intersection Summary HCM 6th Ctrl Delay 20.6 HCM 6th LOS C 6.1-18 Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 9: Portola Av. & Frank Sinatra Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)80 331 138 155 672 26 131 618 72 54 621 86 Future Volume (vph)80 331 138 155 672 26 131 618 72 54 621 86 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)120 230 140 100 260 50 180 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft)120 90 120 190 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)701 1558 512 3682 Travel Time (s)9.6 21.2 6.3 45.6 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Adj. Flow (vph)91 376 157 176 764 30 149 702 82 61 706 98 Shared Lane Traffic (%) Lane Group Flow (vph) 91 376 157 176 764 30 149 702 82 61 804 0 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 74438852216 Switch Phase Minimum Initial (s)5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 Minimum Split (s)9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 Total Split (s)9.8 20.0 20.0 10.0 20.2 20.2 9.5 20.5 20.5 9.5 20.5 Total Split (%)16.3% 33.3% 33.3% 16.7% 33.7% 33.7% 15.8% 34.2% 34.2% 15.8% 34.2% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 9: Portola Av. & Frank Sinatra Dr. 6.1-19 HCM 6th Signalized Intersection Summary EAPC (2027) AM Peak Hour 9: Portola Av. & Frank Sinatra Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 80 331 138 155 672 26 131 618 72 54 621 86 Future Volume (veh/h) 80 331 138 155 672 26 131 618 72 54 621 86 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 91 376 157 176 764 30 149 702 82 61 706 98 Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Percent Heavy Veh, %222222222222 Cap, veh/h 116 810 359 163 903 400 148 1757 543 95 1423 196 Arrive On Green 0.07 0.23 0.23 0.09 0.25 0.25 0.08 0.34 0.34 0.05 0.31 0.31 Sat Flow, veh/h 1781 3554 1575 1781 3554 1576 1781 5106 1578 1781 4535 624 Grp Volume(v), veh/h 91 376 157 176 764 30 149 702 82 61 528 276 Grp Sat Flow(s),veh/h/ln 1781 1777 1575 1781 1777 1576 1781 1702 1578 1781 1702 1755 Q Serve(g_s), s 3.0 5.5 5.1 5.5 12.3 0.9 5.0 6.3 2.2 2.0 7.6 7.7 Cycle Q Clear(g_c), s 3.0 5.5 5.1 5.5 12.3 0.9 5.0 6.3 2.2 2.0 7.6 7.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.36 Lane Grp Cap(c), veh/h 116 810 359 163 903 400 148 1757 543 95 1068 551 V/C Ratio(X) 0.78 0.46 0.44 1.08 0.85 0.07 1.00 0.40 0.15 0.64 0.49 0.50 Avail Cap(c_a), veh/h 157 948 420 163 959 425 148 1757 543 148 1068 551 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.98 0.98 Uniform Delay (d), s/veh 27.6 20.0 19.9 27.3 21.3 17.0 27.5 15.0 13.6 27.8 16.7 16.8 Incr Delay (d2), s/veh 16.1 0.4 0.8 92.7 6.8 0.1 74.9 0.7 0.6 7.0 1.6 3.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.7 2.0 1.7 6.2 5.1 0.3 4.9 2.0 0.7 0.9 2.6 2.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 43.7 20.4 20.7 120.0 28.0 17.1 102.4 15.6 14.2 34.8 18.3 19.9 LnGrp LOS D C C F C B F B B C B B Approach Vol, veh/h 624 970 933 865 Approach Delay, s/veh 23.9 44.4 29.4 20.0 Approach LOS C D C B Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.7 24.6 10.0 17.7 9.5 22.8 8.4 19.2 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 5.0 16.5 5.5 16.0 5.0 16.5 5.3 16.2 Max Q Clear Time (g_c+I1), s 4.0 8.3 7.5 7.5 7.0 9.7 5.0 14.3 Green Ext Time (p_c), s 0.0 2.8 0.0 1.7 0.0 2.5 0.0 0.9 Intersection Summary HCM 6th Ctrl Delay 30.3 HCM 6th LOS C 6.1-20 Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 10: Portola Av. & Country Club Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)71 430 189 204 776 142 272 580 208 146 641 86 Future Volume (vph)71 430 189 204 776 142 272 580 208 146 641 86 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)200 105 180 80 160 135 200 50 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft)120 90 100 60 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)1030 784 945 2578 Travel Time (s)14.0 10.7 11.7 32.0 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph)84 506 222 240 913 167 320 682 245 172 754 101 Shared Lane Traffic (%) Lane Group Flow (vph) 84 506 222 240 913 167 320 682 245 172 754 101 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4826 Detector Phase 744388522166 Switch Phase Minimum Initial (s)5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 Minimum Split (s)9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 Total Split (s)13.3 26.3 26.3 26.0 39.0 39.0 32.0 42.7 42.7 25.0 35.7 35.7 Total Split (%)11.1% 21.9% 21.9% 21.7% 32.5% 32.5% 26.7% 35.6% 35.6% 20.8% 29.8% 29.8% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 10: Portola Av. & Country Club Dr. 6.1-21 HCM 6th Signalized Intersection Summary EAPC (2027) AM Peak Hour 10: Portola Av. & Country Club Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 71 430 189 204 776 142 272 580 208 146 641 86 Future Volume (veh/h) 71 430 189 204 776 142 272 580 208 146 641 86 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 84 506 222 240 913 167 320 682 245 172 754 101 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, %222222222222 Cap, veh/h 106 672 298 268 997 442 349 1441 640 201 1146 509 Arrive On Green 0.06 0.19 0.19 0.15 0.28 0.28 0.20 0.41 0.41 0.11 0.32 0.32 Sat Flow, veh/h 1781 3554 1572 1781 3554 1577 1781 3554 1579 1781 3554 1578 Grp Volume(v), veh/h 84 506 222 240 913 167 320 682 245 172 754 101 Grp Sat Flow(s),veh/h/ln 1781 1777 1572 1781 1777 1577 1781 1777 1579 1781 1777 1578 Q Serve(g_s), s 5.6 16.2 16.0 15.9 29.9 10.2 21.1 16.9 13.1 11.4 21.9 5.6 Cycle Q Clear(g_c), s 5.6 16.2 16.0 15.9 29.9 10.2 21.1 16.9 13.1 11.4 21.9 5.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 106 672 298 268 997 442 349 1441 640 201 1146 509 V/C Ratio(X) 0.79 0.75 0.75 0.89 0.92 0.38 0.92 0.47 0.38 0.85 0.66 0.20 Avail Cap(c_a), veh/h 131 672 298 319 1036 460 408 1441 640 304 1146 509 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 55.7 46.0 45.9 50.0 41.8 34.7 47.3 26.2 25.1 52.3 35.0 29.4 Incr Delay (d2), s/veh 22.9 4.8 9.9 23.2 12.1 0.5 23.2 1.1 1.7 13.8 3.0 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 7.3 6.8 8.5 14.1 3.8 11.1 6.9 5.0 5.6 9.4 2.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 78.6 50.8 55.8 73.2 54.0 35.3 70.5 27.4 26.8 66.1 37.9 30.3 LnGrp LOS E D E E D D E C C E D C Approach Vol, veh/h 812 1320 1247 1027 Approach Delay, s/veh 55.0 55.1 38.3 41.9 Approach LOS E E D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.1 52.7 22.6 26.7 28.0 42.7 11.6 37.6 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 20.5 38.7 21.5 22.3 27.5 31.7 8.8 35.0 Max Q Clear Time (g_c+I1), s 13.4 18.9 17.9 18.2 23.1 23.9 7.6 31.9 Green Ext Time (p_c), s 0.2 4.7 0.2 1.5 0.4 2.9 0.0 1.8 Intersection Summary HCM 6th Ctrl Delay 47.3 HCM 6th LOS D 6.1-22 Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 11: Monterey Av. & Dinah Shore Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 279 298 197 97 291 425 155 717 68 542 1513 348 Future Volume (vph) 279 298 197 97 291 425 155 717 68 542 1513 348 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)285 190 160 180 255 0 170 240 Storage Lanes 2 0 2 1 2 0 2 1 Taper Length (ft)120 120 170 120 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)45 45 55 55 Link Distance (ft)738 1225 3625 489 Travel Time (s)11.2 18.6 44.9 6.1 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph)310 331 219 108 323 472 172 797 76 602 1681 387 Shared Lane Traffic (%) Lane Group Flow (vph) 310 331 219 108 323 472 172 873 0 602 1681 387 Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Free Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 Free Free Detector Phase 74438 52 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)22.0 32.0 32.0 13.0 23.0 16.0 40.0 35.0 59.0 Total Split (%)18.3% 26.7% 26.7% 10.8% 19.2% 13.3% 33.3% 29.2% 49.2% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 11: Monterey Av. & Dinah Shore Dr. 6.1-23 HCM 6th Signalized Intersection Summary EAPC (2027) AM Peak Hour 11: Monterey Av. & Dinah Shore Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 279 298 197 97 291 425 155 717 68 542 1513 348 Future Volume (veh/h) 279 298 197 97 291 425 155 717 68 542 1513 348 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 310 331 219 108 323 0 172 797 76 602 1681 0 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, %222222222222 Cap, veh/h 375 639 283 161 420 230 2018 191 684 2843 Arrive On Green 0.11 0.18 0.18 0.05 0.12 0.00 0.07 0.43 0.43 0.20 0.56 0.00 Sat Flow, veh/h 3456 3554 1572 3456 3554 1585 3456 4742 450 3456 5106 1585 Grp Volume(v), veh/h 310 331 219 108 323 0 172 571 302 602 1681 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1572 1728 1777 1585 1728 1702 1788 1728 1702 1585 Q Serve(g_s), s 10.5 10.1 15.9 3.7 10.6 0.0 5.9 13.9 14.0 20.3 26.1 0.0 Cycle Q Clear(g_c), s 10.5 10.1 15.9 3.7 10.6 0.0 5.9 13.9 14.0 20.3 26.1 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.25 1.00 1.00 Lane Grp Cap(c), veh/h 375 639 283 161 420 230 1449 761 684 2843 V/C Ratio(X)0.83 0.52 0.77 0.67 0.77 0.75 0.39 0.40 0.88 0.59 Avail Cap(c_a), veh/h 504 814 360 245 548 331 1449 761 878 2843 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 52.4 44.5 46.9 56.3 51.3 0.0 55.0 23.8 23.8 46.7 17.6 0.0 Incr Delay (d2), s/veh 8.2 0.7 7.8 4.7 4.9 0.0 5.4 0.8 1.5 8.5 0.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 4.4 6.7 1.7 4.9 0.0 2.6 5.4 5.8 9.1 9.2 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 60.6 45.1 54.7 61.0 56.2 0.0 60.4 24.6 25.4 55.2 18.5 0.0 LnGrp LOS E D D E E E C C E B Approach Vol, veh/h 860 431 A 1045 2283 A Approach Delay, s/veh 53.2 57.4 30.7 28.2 Approach LOS D E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 28.2 55.6 10.1 26.1 12.5 71.3 17.5 18.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 30.5 35.5 8.5 27.5 11.5 54.5 17.5 18.5 Max Q Clear Time (g_c+I1), s 22.3 16.0 5.7 17.9 7.9 28.1 12.5 12.6 Green Ext Time (p_c), s 1.4 4.8 0.1 1.9 0.2 12.8 0.5 0.9 Intersection Summary HCM 6th Ctrl Delay 36.1 HCM 6th LOS D Notes Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 6.1-24 Lanes, Volumes, Timings EAPC (2027) AM Peak Hour 12: Julie Dr. & St. "A" Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 123 70 25 47 79 44 Future Volume (vph) 123 70 25 47 79 44 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Link Speed (mph)30 30 30 Link Distance (ft)254 1594 1667 Travel Time (s)5.8 36.2 37.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)134 76 27 51 86 48 Shared Lane Traffic (%) Lane Group Flow (vph) 0 210 78 0 134 0 Sign Control Yield Yield Yield Intersection Summary Area Type:Other Control Type: Roundabout 6.1-25 HCM 6th Roundabout EAPC (2027) AM Peak Hour 12: Julie Dr. & St. "A" Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Intersection Intersection Delay, s/veh 4.0 Intersection LOS A Approach EB WB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 210 78 134 Demand Flow Rate, veh/h 215 80 137 Vehicles Circulating, veh/h 88 137 28 Vehicles Exiting, veh/h 77 166 189 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 4.4 3.6 3.6 Approach LOS A A A Lane Left Left Left Designated Moves LT TR LR Assumed Moves LT TR LR RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 Entry Flow, veh/h 215 80 137 Cap Entry Lane, veh/h 1261 1200 1341 Entry HV Adj Factor 0.979 0.981 0.978 Flow Entry, veh/h 210 78 134 Cap Entry, veh/h 1235 1177 1312 V/C Ratio 0.170 0.067 0.102 Control Delay, s/veh 4.4 3.6 3.6 LOS A A A 95th %tile Queue, veh 1 0 0 6.1-26 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 1: Monterey Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 261 557 97 220 548 183 128 1379 226 177 1167 258 Future Volume (vph) 261 557 97 220 548 183 128 1379 226 177 1167 258 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)165 165 190 210 200 0 200 315 Storage Lanes 2 1 2 0 2 0 2 1 Taper Length (ft)90 140 120 120 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)511 1502 732 1716 Travel Time (s)7.0 20.5 9.1 21.3 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)275 586 102 232 577 193 135 1452 238 186 1228 272 Shared Lane Traffic (%) Lane Group Flow (vph) 275 586 102 232 577 193 135 1690 0 186 1228 272 Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 6 Detector Phase 74438852 166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 9.5 22.5 22.5 Total Split (s)19.0 33.0 33.0 17.0 31.0 31.0 14.0 55.0 15.0 56.0 56.0 Total Split (%)15.8% 27.5% 27.5% 14.2% 25.8% 25.8% 11.7% 45.8% 12.5% 46.7% 46.7% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 1: Monterey Av. & Gerald Ford Dr. 6.1-27 HCM 6th Signalized Intersection Summary EAPC (2027) PM Peak Hour 1: Monterey Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 261 557 97 220 548 183 128 1379 226 177 1167 258 Future Volume (veh/h) 261 557 97 220 548 183 128 1379 226 177 1167 258 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 275 586 102 232 577 193 135 1452 238 186 1228 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 335 726 322 292 682 302 191 2169 355 243 2584 Arrive On Green 0.10 0.20 0.20 0.06 0.13 0.13 0.06 0.49 0.49 0.07 0.51 0.00 Sat Flow, veh/h 3456 3554 1573 3456 3554 1573 3456 4418 723 3456 5106 1585 Grp Volume(v), veh/h 275 586 102 232 577 193 135 1118 572 186 1228 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1573 1728 1777 1573 1728 1702 1738 1728 1702 1585 Q Serve(g_s), s 9.4 18.9 6.6 8.0 19.1 14.0 4.6 29.9 30.0 6.3 18.8 0.0 Cycle Q Clear(g_c), s 9.4 18.9 6.6 8.0 19.1 14.0 4.6 29.9 30.0 6.3 18.8 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.42 1.00 1.00 Lane Grp Cap(c), veh/h 335 726 322 292 682 302 191 1671 853 243 2584 V/C Ratio(X) 0.82 0.81 0.32 0.79 0.85 0.64 0.71 0.67 0.67 0.77 0.48 Avail Cap(c_a), veh/h 418 844 374 360 785 347 274 1671 853 302 2584 HCM Platoon Ratio 1.00 1.00 1.00 0.67 0.67 0.67 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.89 0.89 0.89 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 53.2 45.5 40.6 55.6 50.6 48.4 55.7 23.2 23.2 54.8 19.3 0.0 Incr Delay (d2), s/veh 10.1 5.1 0.6 8.6 6.9 2.8 4.8 2.1 4.2 8.8 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 8.5 2.5 3.8 9.2 5.8 2.1 11.3 12.0 2.9 6.9 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 63.3 50.6 41.2 64.2 57.5 51.2 60.5 25.3 27.4 63.6 19.9 0.0 LnGrp LOS E D D E E D E C C E B Approach Vol, veh/h 963 1002 1825 1414 A Approach Delay, s/veh 53.2 57.8 28.6 25.7 Approach LOS D E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.9 63.4 14.6 29.0 11.1 65.2 16.1 27.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 50.5 12.5 28.5 9.5 51.5 14.5 26.5 Max Q Clear Time (g_c+I1), s 8.3 32.0 10.0 20.9 6.6 20.8 11.4 21.1 Green Ext Time (p_c), s 0.1 10.2 0.2 2.3 0.1 8.9 0.3 2.0 Intersection Summary HCM 6th Ctrl Delay 38.0 HCM 6th LOS D Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 6.1-28 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 2: Gerald Ford Dr. & Gateway Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 122 838 813 164 185 174 Future Volume (vph) 122 838 813 164 185 174 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Storage Length (ft)195 125 0 0 Storage Lanes 1 1 1 1 Taper Length (ft) 120 90 Right Turn on Red Yes Yes Link Speed (mph)50 50 30 Link Distance (ft)1502 2201 993 Travel Time (s)20.5 30.0 22.6 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph)134 921 893 180 203 191 Shared Lane Traffic (%) Lane Group Flow (vph) 134 921 893 180 203 191 Turn Type Prot NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 6 4 Detector Phase 526644 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)14.6 37.5 22.9 22.9 22.5 22.5 Total Split (%)24.3% 62.5% 38.2% 38.2% 37.5% 37.5% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None C-Max C-Max C-Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 2: Gerald Ford Dr. & Gateway 6.1-29 HCM 6th Signalized Intersection Summary EAPC (2027) PM Peak Hour 2: Gerald Ford Dr. & Gateway Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (veh/h) 122 838 813 164 185 174 Future Volume (veh/h) 122 838 813 164 185 174 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 134 921 893 180 203 191 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222 Cap, veh/h 172 1955 1931 596 534 476 Arrive On Green 0.10 0.55 0.38 0.38 0.30 0.30 Sat Flow, veh/h 1781 3647 5274 1575 1781 1585 Grp Volume(v), veh/h 134 921 893 180 203 191 Grp Sat Flow(s),veh/h/ln 1781 1777 1702 1575 1781 1585 Q Serve(g_s), s 4.4 9.4 7.9 4.8 5.4 5.8 Cycle Q Clear(g_c), s 4.4 9.4 7.9 4.8 5.4 5.8 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 172 1955 1931 596 534 476 V/C Ratio(X) 0.78 0.47 0.46 0.30 0.38 0.40 Avail Cap(c_a), veh/h 300 1955 1931 596 534 476 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.60 0.60 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.5 8.2 14.1 13.1 16.6 16.7 Incr Delay (d2), s/veh 4.5 0.5 0.8 1.3 2.0 2.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.8 2.4 2.5 1.6 2.3 5.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.0 8.7 14.9 14.4 18.6 19.2 LnGrp LOS C ABBBB Approach Vol, veh/h 1055 1073 394 Approach Delay, s/veh 11.5 14.8 18.9 Approach LOS B B B Timer - Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 37.5 22.5 10.3 27.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 33.0 18.0 10.1 18.4 Max Q Clear Time (g_c+I1), s 11.4 7.8 6.4 9.9 Green Ext Time (p_c), s 5.9 0.9 0.1 3.9 Intersection Summary HCM 6th Ctrl Delay 14.1 HCM 6th LOS B 6.1-30 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)41 877 149 98 857 41 92 1 60 20 2 24 Future Volume (vph)41 877 149 98 857 41 92 1 60 20 2 24 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)190 0 150 110 0 150 0 50 Storage Lanes 1 0 1 1 0 1 0 1 Taper Length (ft)120 90 90 90 Link Speed (mph)50 50 30 30 Link Distance (ft)2201 915 434 430 Travel Time (s)30.0 12.5 9.9 9.8 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)43 923 157 103 902 43 97 1 63 21 2 25 Shared Lane Traffic (%) Lane Group Flow (vph) 43 1080 0 103 902 43 0 98 63 0 23 25 Sign Control Free Free Stop Stop Intersection Summary Area Type:Other Control Type: Unsignalized 6.1-31 HCM 6th TWSC EAPC (2027) PM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Intersection Int Delay, s/veh 23.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 41 877 149 98 857 41 92 1 60 20 2 24 Future Vol, veh/h 41 877 149 98 857 41 92 1 60 20 2 24 Conflicting Peds, #/hr 5 00005000505 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 190 - - 150 - 110 - - 150 - - 50 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 22222222222 Mvmt Flow 43 923 157 103 902 43 97 1 63 21 2 25 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 950 0 0 1080 0 0 1661 2244 545 1666 2279 461 Stage 1 ------1088 1088 - 1113 1113 - Stage 2 ------5731156 - 553 1166 - Critical Hdwy 5.34 - - 4.14 - - 6.99 6.54 6.94 6.99 6.54 7.14 Critical Hdwy Stg 1 ------6.54 5.54 - 7.34 5.54 - Critical Hdwy Stg 2 ------6.74 5.54 - 6.54 5.54 - Follow-up Hdwy 3.12 - - 2.22 - - 3.67 4.02 3.32 3.67 4.02 3.92 Pot Cap-1 Maneuver 414 - - 641 - - ~ 81 41 482 80 39 468 Stage 1 ------225290-170282- Stage 2 ------443269-470266- Platoon blocked, % - - - - Mov Cap-1 Maneuver 412 - - 641 - - ~ 58 31 480 54 29 464 Mov Cap-2 Maneuver ------~ 5831-5429- Stage 1 ------202260-151235- Stage 2 ------347225-362238- Approach EB WB NB SB HCM Control Delay, s 0.6 1.2 $ 311.2 68.2 HCM LOS F F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h)57 480 412 - - 641 - - 50 464 HCM Lane V/C Ratio 1.717 0.132 0.105 - - 0.161 - - 0.463 0.054 HCM Control Delay (s) $ 503.2 13.6 14.8 - - 11.7 - - 128.2 13.2 HCM Lane LOS F B B - - B - - F B HCM 95th %tile Q(veh) 9.1 0.5 0.3 - - 0.6 - - 1.7 0.2 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 6.1-32 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr.With Improvements Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\102 - Existing Lanes WP_IMP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)41 877 149 98 857 41 92 1 60 20 2 24 Future Volume (vph)41 877 149 98 857 41 92 1 60 20 2 24 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)190 0 150 110 0 150 0 50 Storage Lanes 1 0 1 1 0 1 0 1 Taper Length (ft)120 90 90 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 30 30 Link Distance (ft)2201 915 434 430 Travel Time (s)30.0 12.5 9.9 9.8 Confl. Peds. (#/hr)5 5 5 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph)43 923 157 103 902 43 97 1 63 21 2 25 Shared Lane Traffic (%) Lane Group Flow (vph) 43 1080 0 103 902 43 0 98 63 0 23 25 Turn Type Prot NA Prot NA Perm Perm NA Perm Perm NA Perm Protected Phases 5 2 1 6 8 4 Permitted Phases 6 8 8 4 4 Detector Phase 5 2 166888444 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)10.2 26.7 10.8 27.3 27.3 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (%)17.0% 44.5% 18.0% 45.5% 45.5% 37.5% 37.5% 37.5% 37.5% 37.5% 37.5% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Max None C-Max C-Max Max Max Max Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr. 6.1-33 HCM 6th Signalized Intersection Summary EAPC (2027) PM Peak Hour 3: St. "A"/Rembrandt Pkwy. & Gerald Ford Dr.With Improvements Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\102 - Existing Lanes WP_IMP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 41 877 149 98 857 41 92 1 60 20 2 24 Future Volume (veh/h) 41 877 149 98 857 41 92 1 60 20 2 24 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 43 923 157 103 902 43 97 1 63 21 2 25 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, %222222222222 Cap, veh/h 76 1216 207 132 2208 681 119 1 476 115 6 473 Arrive On Green 0.01 0.13 0.13 0.07 0.43 0.43 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1781 3035 516 1781 5106 1576 0 2 1585 0 20 1577 Grp Volume(v), veh/h 43 540 540 103 902 43 98 0 63 23 0 25 Grp Sat Flow(s),veh/h/ln 1781 1777 1774 1781 1702 1576 2 0 1585 20 0 1577 Q Serve(g_s), s 1.4 17.6 17.6 3.4 7.3 1.0 0.0 0.0 1.7 0.0 0.0 0.7 Cycle Q Clear(g_c), s 1.4 17.6 17.6 3.4 7.3 1.0 18.0 0.0 1.7 18.0 0.0 0.7 Prop In Lane 1.00 0.29 1.00 1.00 0.99 1.00 0.91 1.00 Lane Grp Cap(c), veh/h 76 712 711 132 2208 681 120 0 476 121 0 473 V/C Ratio(X) 0.57 0.76 0.76 0.78 0.41 0.06 0.82 0.00 0.13 0.19 0.00 0.05 Avail Cap(c_a), veh/h 169 712 711 187 2208 681 120 0 476 121 0 473 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.89 0.89 0.89 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 29.0 23.2 23.2 27.3 11.7 9.9 29.9 0.0 15.3 25.4 0.0 14.9 Incr Delay (d2), s/veh 5.8 6.7 6.7 12.6 0.6 0.2 43.6 0.0 0.6 3.5 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 9.3 9.3 1.7 2.2 0.3 2.8 0.0 0.7 0.4 0.0 0.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 34.8 29.9 29.9 39.9 12.3 10.1 73.5 0.0 15.9 28.9 0.0 15.1 LnGrp LOS CCCD BBEABCAB Approach Vol, veh/h 1123 1048 161 48 Approach Delay, s/veh 30.1 14.9 51.0 21.7 Approach LOS C B D C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.0 28.5 22.5 7.1 30.4 22.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.3 22.2 18.0 5.7 22.8 18.0 Max Q Clear Time (g_c+I1), s 5.4 19.6 20.0 3.4 9.3 20.0 Green Ext Time (p_c), s 0.0 1.5 0.0 0.0 4.8 0.0 Intersection Summary HCM 6th Ctrl Delay 24.7 HCM 6th LOS C 6.1-34 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 4: Portola Rd. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)8 718 221 184 790 142 202 508 208 168 486 11 Future Volume (vph)8 718 221 184 790 142 202 508 208 168 486 11 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)165 50 255 300 245 205 255 215 Storage Lanes 1 1 2 1 2 1 2 0 Taper Length (ft)90 120 120 110 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)658 1639 1684 1545 Travel Time (s)9.0 22.4 20.9 19.2 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)9 780 240 200 859 154 220 552 226 183 528 12 Shared Lane Traffic (%) Lane Group Flow (vph) 9 780 240 200 859 154 220 552 226 183 528 12 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4826 Detector Phase 744388522166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)10.0 49.0 49.0 20.0 59.0 59.0 15.0 36.0 36.0 15.0 36.0 36.0 Total Split (%)8.3% 40.8% 40.8% 16.7% 49.2% 49.2% 12.5% 30.0% 30.0% 12.5% 30.0% 30.0% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 45 (38%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 4: Portola Rd. & Gerald Ford Dr. 6.1-35 HCM 6th Signalized Intersection Summary EAPC (2027) PM Peak Hour 4: Portola Rd. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 8 718 221 184 790 142 202 508 208 168 486 11 Future Volume (veh/h) 8 718 221 184 790 142 202 508 208 168 486 11 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 9 780 240 200 859 0 220 552 226 183 528 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 231 949 421 259 1085 278 2239 693 240 2184 Arrive On Green 0.13 0.27 0.27 0.15 0.42 0.00 0.03 0.14 0.14 0.07 0.43 0.00 Sat Flow, veh/h 1781 3554 1576 3456 5106 1585 3456 5106 1580 3456 5106 1585 Grp Volume(v), veh/h 9 780 240 200 859 0 220 552 226 183 528 0 Grp Sat Flow(s),veh/h/ln 1781 1777 1576 1728 1702 1585 1728 1702 1580 1728 1702 1585 Q Serve(g_s), s 0.5 24.7 12.4 6.7 17.5 0.0 7.6 11.5 11.3 6.2 7.9 0.0 Cycle Q Clear(g_c), s 0.5 24.7 12.4 6.7 17.5 0.0 7.6 11.5 11.3 6.2 7.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 231 949 421 259 1085 278 2239 693 240 2184 V/C Ratio(X)0.04 0.82 0.57 0.77 0.79 0.79 0.25 0.33 0.76 0.24 Avail Cap(c_a), veh/h 231 1318 584 446 2319 302 2239 693 302 2184 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 0.33 0.33 0.33 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.85 0.85 0.00 0.96 0.96 0.96 1.00 1.00 0.00 Uniform Delay (d), s/veh 45.7 41.3 23.6 50.0 32.2 0.0 57.4 33.7 19.0 54.9 21.9 0.0 Incr Delay (d2), s/veh 0.1 3.0 1.2 4.2 1.1 0.0 12.0 0.3 1.2 8.5 0.3 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 10.7 4.5 2.8 5.5 0.0 3.8 5.0 4.6 2.9 3.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 45.8 44.3 24.8 54.2 33.3 0.0 69.4 34.0 20.2 63.3 22.2 0.0 LnGrp LOS DDCDC ECCEC Approach Vol, veh/h 1029 1059 A 998 711 A Approach Delay, s/veh 39.8 37.3 38.7 32.8 Approach LOS DDDC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.8 57.1 13.5 36.5 14.2 55.8 20.0 30.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 10.5 31.5 15.5 44.5 10.5 31.5 5.5 54.5 Max Q Clear Time (g_c+I1), s 8.2 13.5 8.7 26.7 9.6 9.9 2.5 19.5 Green Ext Time (p_c), s 0.1 3.7 0.3 5.3 0.1 3.0 0.0 6.0 Intersection Summary HCM 6th Ctrl Delay 37.5 HCM 6th LOS D Notes Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 6.1-36 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 5: Pacific Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 314 737 44 28 765 339 54 158 17 345 153 297 Future Volume (vph) 314 737 44 28 765 339 54 158 17 345 153 297 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)140 150 140 150 120 0 130 0 Storage Lanes 1 1 1 1 1 0 1 0 Taper Length (ft)90 100 90 60 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 40 30 30 Link Distance (ft)1639 1573 599 673 Travel Time (s)22.4 26.8 13.6 15.3 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph)345 810 48 31 841 373 59 174 19 379 168 326 Shared Lane Traffic (%) Lane Group Flow (vph) 345 810 48 31 841 373 59 193 0 379 494 0 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NA Protected Phases 5 2 1 6 8 4 Permitted Phases 2 6 8 4 Detector Phase 52216688 44 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)14.0 27.7 27.7 9.8 23.5 23.5 22.5 22.5 22.5 22.5 Total Split (%)23.3% 46.2% 46.2% 16.3% 39.2% 39.2% 37.5% 37.5% 37.5% 37.5% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None C-Max C-Max None C-Max C-Max Max Max Max Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 5: Pacific Av. & Gerald Ford Dr. 6.1-37 HCM 6th Signalized Intersection Summary EAPC (2027) PM Peak Hour 5: Pacific Av. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 314 737 44 28 765 339 54 158 17 345 153 297 Future Volume (veh/h) 314 737 44 28 765 339 54 158 17 345 153 297 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 345 810 48 31 841 373 59 174 19 379 168 326 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222222222 Cap, veh/h 282 2254 697 60 1617 500 226 970 105 428 533 473 Arrive On Green 0.05 0.15 0.15 0.03 0.32 0.32 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 1781 5106 1580 1781 5106 1578 901 3234 349 1186 1777 1577 Grp Volume(v), veh/h 345 810 48 31 841 373 59 95 98 379 168 326 Grp Sat Flow(s),veh/h/ln 1781 1702 1580 1781 1702 1578 901 1777 1806 1186 1777 1577 Q Serve(g_s), s 9.5 8.6 1.6 1.0 8.1 12.7 3.7 2.4 2.4 15.6 4.4 10.9 Cycle Q Clear(g_c), s 9.5 8.6 1.6 1.0 8.1 12.7 14.7 2.4 2.4 18.0 4.4 10.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.19 1.00 1.00 Lane Grp Cap(c), veh/h 282 2254 697 60 1617 500 226 533 542 428 533 473 V/C Ratio(X) 1.22 0.36 0.07 0.52 0.52 0.75 0.26 0.18 0.18 0.89 0.32 0.69 Avail Cap(c_a), veh/h 282 2254 697 157 1617 500 226 533 542 428 533 473 HCM Platoon Ratio 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.71 0.71 0.71 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.4 18.0 15.0 28.5 16.8 18.3 25.0 15.5 15.5 23.7 16.2 18.5 Incr Delay (d2), s/veh 121.1 0.3 0.1 6.8 1.2 9.8 2.8 0.7 0.7 22.6 1.5 8.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 13.4 3.1 0.5 0.5 2.9 5.3 0.9 1.0 1.0 7.9 1.9 4.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 149.5 18.3 15.1 35.3 18.0 28.1 27.8 16.3 16.3 46.3 17.8 26.5 LnGrp LOS F B B D B C C B B D B C Approach Vol, veh/h 1203 1245 252 873 Approach Delay, s/veh 55.8 21.4 19.0 33.4 Approach LOS E C B C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 6.5 31.0 22.5 14.0 23.5 22.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.3 23.2 18.0 9.5 19.0 18.0 Max Q Clear Time (g_c+I1), s 3.0 10.6 20.0 11.5 14.7 16.7 Green Ext Time (p_c), s 0.0 4.1 0.0 0.0 2.5 0.2 Intersection Summary HCM 6th Ctrl Delay 35.8 HCM 6th LOS D 6.1-38 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 6: Technology Dr. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 177 778 144 106 722 62 204 30 103 96 32 207 Future Volume (vph) 177 778 144 106 722 62 204 30 103 96 32 207 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)180 165 175 120 102 0 85 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft)90 90 90 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)40 40 35 35 Link Distance (ft)1634 919 541 642 Travel Time (s)27.9 15.7 10.5 12.5 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Adj. Flow (vph)195 855 158 116 793 68 224 33 113 105 35 227 Shared Lane Traffic (%) Lane Group Flow (vph) 195 855 158 116 793 68 224 33 113 105 262 0 Turn Type Prot NA Perm Prot NA Perm Perm NA Perm Perm NA Protected Phases 7 4 3 8 2 6 Permitted Phases 4 8 2 2 6 Detector Phase 74438822266 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 22.5 22.5 22.5 22.5 22.5 22.5 Total Split (s)13.0 24.3 24.3 11.2 22.5 22.5 24.5 24.5 24.5 24.5 24.5 Total Split (%)21.7% 40.5% 40.5% 18.7% 37.5% 37.5% 40.8% 40.8% 40.8% 40.8% 40.8% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max C-Max C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Yellow Natural Cycle: 60 Control Type: Actuated-Coordinated Splits and Phases: 6: Technology Dr. & Gerald Ford Dr. 6.1-39 HCM 6th Signalized Intersection Summary EAPC (2027) PM Peak Hour 6: Technology Dr. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 177 778 144 106 722 62 204 30 103 96 32 207 Future Volume (veh/h) 177 778 144 106 722 62 204 30 103 96 32 207 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 195 855 158 116 793 68 224 33 113 105 35 227 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, %222222222222 Cap, veh/h 239 1294 398 214 1220 375 439 751 634 604 87 561 Arrive On Green 0.13 0.25 0.25 0.04 0.08 0.08 0.40 0.40 0.40 0.40 0.40 0.40 Sat Flow, veh/h 1781 5106 1569 1781 5106 1568 1115 1870 1579 1238 215 1397 Grp Volume(v), veh/h 195 855 158 116 793 68 224 33 113 105 0 262 Grp Sat Flow(s),veh/h/ln 1781 1702 1569 1781 1702 1568 1115 1870 1579 1238 0 1613 Q Serve(g_s), s 6.4 9.0 5.0 3.8 9.0 2.4 10.8 0.6 2.8 3.4 0.0 7.0 Cycle Q Clear(g_c), s 6.4 9.0 5.0 3.8 9.0 2.4 17.7 0.6 2.8 4.0 0.0 7.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.87 Lane Grp Cap(c), veh/h 239 1294 398 214 1220 375 439 751 634 604 0 648 V/C Ratio(X) 0.81 0.66 0.40 0.54 0.65 0.18 0.51 0.04 0.18 0.17 0.00 0.40 Avail Cap(c_a), veh/h 252 1685 518 214 1532 471 439 751 634 604 0 648 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 0.77 0.77 0.77 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.2 20.1 18.6 27.2 25.2 22.2 19.2 10.9 11.6 12.2 0.0 12.8 Incr Delay (d2), s/veh 17.5 0.6 0.6 2.2 0.5 0.2 4.2 0.1 0.6 0.6 0.0 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 3.2 1.7 1.7 3.7 0.8 3.0 0.3 0.9 0.9 0.0 2.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 42.8 20.7 19.2 29.4 25.7 22.3 23.4 11.0 12.2 12.8 0.0 14.7 LnGrp LOS D C B CCCC BBBAB Approach Vol, veh/h 1208 977 370 367 Approach Delay, s/veh 24.1 25.9 18.9 14.2 Approach LOS C C B B Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 28.6 11.7 19.7 28.6 12.6 18.8 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 20.0 6.7 19.8 20.0 8.5 18.0 Max Q Clear Time (g_c+I1), s 19.7 5.8 11.0 9.0 8.4 11.0 Green Ext Time (p_c), s 0.0 0.0 3.9 1.5 0.0 3.0 Intersection Summary HCM 6th Ctrl Delay 22.8 HCM 6th LOS C 6.1-40 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 7: Cook St. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 605 331 139 64 306 175 216 1123 28 184 786 405 Future Volume (vph) 605 331 139 64 306 175 216 1123 28 184 786 405 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)225 230 160 200 210 120 290 360 Storage Lanes 2 0 2 1 2 1 2 1 Taper Length (ft)130 160 140 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)40 50 55 55 Link Distance (ft)919 837 1057 824 Travel Time (s)15.7 11.4 13.1 10.2 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)644 352 148 68 326 186 230 1195 30 196 836 431 Shared Lane Traffic (%) Lane Group Flow (vph) 644 352 148 68 326 186 230 1195 30 196 836 431 Turn Type Prot NA Free Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases Free 8 2 6 Detector Phase 7 4 388522166 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 22.5 Total Split (s)37.0 49.8 10.2 23.0 23.0 18.2 43.0 43.0 17.0 41.8 41.8 Total Split (%)30.8% 41.5% 8.5% 19.2% 19.2% 15.2% 35.8% 35.8% 14.2% 34.8% 34.8% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 7: Cook St. & Gerald Ford Dr. 6.1-41 HCM 6th Signalized Intersection Summary EAPC (2027) PM Peak Hour 7: Cook St. & Gerald Ford Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 605 331 139 64 306 175 216 1123 28 184 786 405 Future Volume (veh/h) 605 331 139 64 306 175 216 1123 28 184 786 405 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 644 352 0 68 326 186 230 1195 30 196 836 431 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222222222 Cap, veh/h 718 1103 129 497 219 290 2188 677 255 2136 661 Arrive On Green 0.35 0.52 0.00 0.04 0.14 0.14 0.08 0.43 0.43 0.07 0.42 0.42 Sat Flow, veh/h 3456 3554 1585 3456 3554 1568 3456 5106 1580 3456 5106 1579 Grp Volume(v), veh/h 644 352 0 68 326 186 230 1195 30 196 836 431 Grp Sat Flow(s),veh/h/ln 1728 1777 1585 1728 1777 1568 1728 1702 1580 1728 1702 1579 Q Serve(g_s), s 21.2 6.9 0.0 2.3 10.4 13.9 7.8 21.0 1.3 6.7 13.7 26.2 Cycle Q Clear(g_c), s 21.2 6.9 0.0 2.3 10.4 13.9 7.8 21.0 1.3 6.7 13.7 26.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 718 1103 129 497 219 290 2188 677 255 2136 661 V/C Ratio(X)0.90 0.32 0.53 0.66 0.85 0.79 0.55 0.04 0.77 0.39 0.65 Avail Cap(c_a), veh/h 936 1342 164 548 242 395 2188 677 360 2136 661 HCM Platoon Ratio 1.67 1.67 1.67 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)0.89 0.89 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.0 21.6 0.0 56.7 48.9 50.4 53.9 25.6 20.0 54.6 24.3 27.9 Incr Delay (d2), s/veh 8.4 0.1 0.0 3.3 2.5 22.1 7.6 1.0 0.1 6.3 0.5 5.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.4 2.6 0.0 1.0 4.6 6.6 3.6 8.0 0.5 3.0 5.2 10.2 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 46.3 21.7 0.0 60.0 51.4 72.5 61.5 26.6 20.1 60.8 24.8 32.9 LnGrp LOS D C E D E E C C E C C Approach Vol, veh/h 996 A 580 1455 1463 Approach Delay, s/veh 37.6 59.1 32.0 32.0 Approach LOS D E C C Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.4 55.9 9.0 41.7 14.6 54.7 29.4 21.3 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 12.5 38.5 5.7 45.3 13.7 37.3 32.5 18.5 Max Q Clear Time (g_c+I1), s 8.7 23.0 4.3 8.9 9.8 28.2 23.2 15.9 Green Ext Time (p_c), s 0.2 6.7 0.0 2.3 0.3 4.4 1.7 0.7 Intersection Summary HCM 6th Ctrl Delay 36.7 HCM 6th LOS D Notes Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. 6.1-42 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 8: Portola Rd. & Julie Dr./College Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)67 44 73 87 54 41 109 816 76 99 725 67 Future Volume (vph)67 44 73 87 54 41 109 816 76 99 725 67 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)125 60 145 100 165 165 165 0 Storage Lanes 1 0 1 1 1 1 1 0 Taper Length (ft)90 90 120 90 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)30 30 55 55 Link Distance (ft)1594 463 3682 1684 Travel Time (s)36.2 10.5 45.6 20.9 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)73 48 79 95 59 45 118 887 83 108 788 73 Shared Lane Traffic (%) Lane Group Flow (vph) 73 127 0 95 59 45 118 887 83 108 861 0 Turn Type Perm NA Perm NA Perm Prot NA Perm Prot NA Protected Phases 4 8 5 2 1 6 Permitted Phases 4 8 8 2 Detector Phase 4 4 88852216 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)22.5 22.5 22.5 22.5 22.5 9.5 22.5 22.5 9.5 22.5 Total Split (s)36.0 36.0 36.0 36.0 36.0 31.0 54.0 54.0 30.0 53.0 Total Split (%)30.0% 30.0% 30.0% 30.0% 30.0% 25.8% 45.0% 45.0% 25.0% 44.2% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead-Lag Optimize?Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 55 Control Type: Actuated-Coordinated Splits and Phases: 8: Portola Rd. & Julie Dr./College Dr. 6.1-43 HCM 6th Signalized Intersection Summary EAPC (2027) PM Peak Hour 8: Portola Rd. & Julie Dr./College Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 67 44 73 87 54 41 109 816 76 99 725 67 Future Volume (veh/h) 67 44 73 87 54 41 109 816 76 99 725 67 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 73 48 79 95 59 45 118 887 83 108 788 73 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 235 104 171 180 307 258 146 3304 1022 136 3050 281 Arrive On Green 0.16 0.16 0.16 0.16 0.16 0.16 0.08 0.65 0.65 0.03 0.21 0.21 Sat Flow, veh/h 1281 632 1040 1257 1870 1571 1781 5106 1579 1781 4755 438 Grp Volume(v), veh/h 73 0 127 95 59 45 118 887 83 108 563 298 Grp Sat Flow(s),veh/h/ln 1281 0 1672 1257 1870 1571 1781 1702 1579 1781 1702 1789 Q Serve(g_s), s 6.3 0.0 8.2 8.9 3.3 3.0 7.8 8.9 2.4 7.2 16.5 16.7 Cycle Q Clear(g_c), s 9.5 0.0 8.2 17.1 3.3 3.0 7.8 8.9 2.4 7.2 16.5 16.7 Prop In Lane 1.00 0.62 1.00 1.00 1.00 1.00 1.00 0.24 Lane Grp Cap(c), veh/h 235 0 274 180 307 258 146 3304 1022 136 2183 1148 V/C Ratio(X) 0.31 0.00 0.46 0.53 0.19 0.17 0.81 0.27 0.08 0.79 0.26 0.26 Avail Cap(c_a), veh/h 361 0 439 304 491 412 393 3304 1022 379 2183 1148 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I)1.00 0.00 1.00 1.00 1.00 1.00 0.77 0.77 0.77 0.93 0.93 0.93 Uniform Delay (d), s/veh 47.4 0.0 45.4 53.1 43.3 43.2 54.1 9.0 7.9 57.5 23.5 23.5 Incr Delay (d2), s/veh 0.7 0.0 1.2 2.4 0.3 0.3 7.9 0.2 0.1 9.2 0.3 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.1 0.0 3.5 2.9 1.5 1.2 3.7 2.8 0.7 3.6 7.5 8.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 48.1 0.0 46.6 55.5 43.6 43.5 62.0 9.2 8.0 66.8 23.7 24.0 LnGrp LOS D A D E D D EAAECC Approach Vol, veh/h 200 199 1088 969 Approach Delay, s/veh 47.2 49.3 14.8 28.6 Approach LOS D D B C Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 13.7 82.1 24.2 14.3 81.5 24.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 25.5 49.5 31.5 26.5 48.5 31.5 Max Q Clear Time (g_c+I1), s 9.2 10.9 11.5 9.8 18.7 19.1 Green Ext Time (p_c), s 0.2 6.4 0.9 0.2 5.2 0.6 Intersection Summary HCM 6th Ctrl Delay 25.7 HCM 6th LOS C 6.1-44 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 9: Portola Av. & Frank Sinatra Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 123 666 124 132 401 33 145 864 111 86 698 101 Future Volume (vph) 123 666 124 132 401 33 145 864 111 86 698 101 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)120 230 140 100 260 50 180 0 Storage Lanes 1 1 1 1 1 1 1 0 Taper Length (ft)120 90 120 190 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)701 1558 512 3682 Travel Time (s)9.6 21.2 6.3 45.6 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph)131 709 132 140 427 35 154 919 118 91 743 107 Shared Lane Traffic (%) Lane Group Flow (vph) 131 709 132 140 427 35 154 919 118 91 850 0 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 8 2 Detector Phase 74438852216 Switch Phase Minimum Initial (s)5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 Minimum Split (s)9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 Total Split (s)9.8 20.0 20.0 9.8 20.0 20.0 10.2 20.0 20.0 10.2 20.0 Total Split (%)16.3% 33.3% 33.3% 16.3% 33.3% 33.3% 17.0% 33.3% 33.3% 17.0% 33.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 60 Actuated Cycle Length: 60 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 65 Control Type: Actuated-Coordinated Splits and Phases: 9: Portola Av. & Frank Sinatra Dr. 6.1-45 HCM 6th Signalized Intersection Summary EAPC (2027) PM Peak Hour 9: Portola Av. & Frank Sinatra Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 123 666 124 132 401 33 145 864 111 86 698 101 Future Volume (veh/h) 123 666 124 132 401 33 145 864 111 86 698 101 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 131 709 132 140 427 35 154 919 118 91 743 107 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, %222222222222 Cap, veh/h 157 869 385 157 869 385 169 1626 502 117 1303 186 Arrive On Green 0.09 0.24 0.24 0.09 0.24 0.24 0.09 0.32 0.32 0.07 0.29 0.29 Sat Flow, veh/h 1781 3554 1575 1781 3554 1575 1781 5106 1578 1781 4510 644 Grp Volume(v), veh/h 131 709 132 140 427 35 154 919 118 91 559 291 Grp Sat Flow(s),veh/h/ln 1781 1777 1575 1781 1777 1575 1781 1702 1578 1781 1702 1750 Q Serve(g_s), s 4.3 11.3 4.1 4.7 6.2 1.0 5.1 9.0 3.3 3.0 8.4 8.5 Cycle Q Clear(g_c), s 4.3 11.3 4.1 4.7 6.2 1.0 5.1 9.0 3.3 3.0 8.4 8.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.37 Lane Grp Cap(c), veh/h 157 869 385 157 869 385 169 1626 502 117 983 506 V/C Ratio(X) 0.83 0.82 0.34 0.89 0.49 0.09 0.91 0.57 0.23 0.78 0.57 0.58 Avail Cap(c_a), veh/h 157 948 420 157 948 420 169 1626 502 169 983 506 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.96 0.96 0.96 Uniform Delay (d), s/veh 26.9 21.4 18.7 27.1 19.5 17.5 26.9 17.0 15.1 27.6 18.2 18.2 Incr Delay (d2), s/veh 30.0 5.2 0.5 41.6 0.4 0.1 44.2 1.4 1.1 12.9 2.3 4.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 4.5 1.3 3.5 2.2 0.3 3.9 3.0 1.1 1.5 2.9 3.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 56.9 26.6 19.2 68.6 19.9 17.6 71.1 18.4 16.2 40.5 20.4 22.7 LnGrp LOS E C BEBBEBBDCC Approach Vol, veh/h 972 602 1191 941 Approach Delay, s/veh 29.7 31.1 25.0 23.1 Approach LOS CCCC Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 8.4 23.1 9.8 18.7 10.2 21.3 9.8 18.7 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 5.7 16.0 5.3 16.0 5.7 16.0 5.3 16.0 Max Q Clear Time (g_c+I1), s 5.0 11.0 6.7 13.3 7.1 10.5 6.3 8.2 Green Ext Time (p_c), s 0.0 2.5 0.0 1.3 0.0 2.3 0.0 1.5 Intersection Summary HCM 6th Ctrl Delay 26.7 HCM 6th LOS C 6.1-46 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 10: Portola Av. & Country Club Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 108 851 245 263 623 250 220 785 237 180 675 113 Future Volume (vph) 108 851 245 263 623 250 220 785 237 180 675 113 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)200 105 180 80 160 135 200 50 Storage Lanes 1 1 1 1 1 1 1 1 Taper Length (ft)120 90 100 60 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)50 50 55 55 Link Distance (ft)1030 784 945 2578 Travel Time (s)14.0 10.7 11.7 32.0 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)111 877 253 271 642 258 227 809 244 186 696 116 Shared Lane Traffic (%) Lane Group Flow (vph) 111 877 253 271 642 258 227 809 244 186 696 116 Turn Type Prot NA Perm Prot NA Perm Prot NA Perm Prot NA Perm Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4826 Detector Phase 744388522166 Switch Phase Minimum Initial (s)5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 5.0 4.0 4.0 Minimum Split (s)9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 9.5 20.0 20.0 Total Split (s)19.5 36.0 36.0 27.0 43.5 43.5 23.0 37.0 37.0 20.0 34.0 34.0 Total Split (%)16.3% 30.0% 30.0% 22.5% 36.3% 36.3% 19.2% 30.8% 30.8% 16.7% 28.3% 28.3% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 1.0 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 4.5 4.0 4.0 Lead/Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None None C-Max C-Max None C-Max C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 80 Control Type: Actuated-Coordinated Splits and Phases: 10: Portola Av. & Country Club Dr. 6.1-47 HCM 6th Signalized Intersection Summary EAPC (2027) PM Peak Hour 10: Portola Av. & Country Club Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 108 851 245 263 623 250 220 785 237 180 675 113 Future Volume (veh/h) 108 851 245 263 623 250 220 785 237 180 675 113 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 111 877 253 271 642 258 227 809 244 186 696 116 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %222222222222 Cap, veh/h 137 936 415 299 1259 559 254 1093 485 213 1011 449 Arrive On Green 0.08 0.26 0.26 0.17 0.35 0.35 0.14 0.31 0.31 0.12 0.28 0.28 Sat Flow, veh/h 1781 3554 1576 1781 3554 1578 1781 3554 1577 1781 3554 1577 Grp Volume(v), veh/h 111 877 253 271 642 258 227 809 244 186 696 116 Grp Sat Flow(s),veh/h/ln 1781 1777 1576 1781 1777 1578 1781 1777 1577 1781 1777 1577 Q Serve(g_s), s 7.4 29.0 16.9 17.9 17.1 15.1 15.0 24.5 15.2 12.3 20.9 6.8 Cycle Q Clear(g_c), s 7.4 29.0 16.9 17.9 17.1 15.1 15.0 24.5 15.2 12.3 20.9 6.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 137 936 415 299 1259 559 254 1093 485 213 1011 449 V/C Ratio(X) 0.81 0.94 0.61 0.91 0.51 0.46 0.89 0.74 0.50 0.87 0.69 0.26 Avail Cap(c_a), veh/h 223 948 420 334 1259 559 275 1093 485 230 1011 449 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 54.5 43.2 38.8 49.0 30.5 29.9 50.6 37.2 34.0 51.9 38.2 33.1 Incr Delay (d2), s/veh 10.8 16.1 2.5 25.7 0.3 0.6 27.5 4.5 3.7 27.5 3.8 1.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 14.2 6.5 9.8 7.0 5.6 8.3 10.7 6.1 6.9 9.1 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 65.3 59.3 41.3 74.8 30.9 30.5 78.1 41.7 37.7 79.5 42.0 34.5 LnGrp LOS E E D E C C E D D E D C Approach Vol, veh/h 1241 1171 1280 998 Approach Delay, s/veh 56.1 41.0 47.4 48.1 Approach LOS E D D D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 18.8 40.9 24.6 35.6 21.6 38.2 13.7 46.5 Change Period (Y+Rc), s 4.5 4.0 4.5 4.0 4.5 4.0 4.5 4.0 Max Green Setting (Gmax), s 15.5 33.0 22.5 32.0 18.5 30.0 15.0 39.5 Max Q Clear Time (g_c+I1), s 14.3 26.5 19.9 31.0 17.0 22.9 9.4 19.1 Green Ext Time (p_c), s 0.1 3.0 0.2 0.7 0.1 2.6 0.1 4.7 Intersection Summary HCM 6th Ctrl Delay 48.3 HCM 6th LOS D 6.1-48 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 11: Monterey Av. & Dinah Shore Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 555 432 303 148 496 884 338 1381 133 601 1201 350 Future Volume (vph) 555 432 303 148 496 884 338 1381 133 601 1201 350 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length (ft)285 190 160 180 255 0 170 240 Storage Lanes 2 0 2 1 2 0 2 1 Taper Length (ft)120 120 170 120 Right Turn on Red Yes Yes Yes Yes Link Speed (mph)45 45 55 55 Link Distance (ft)738 1225 3625 489 Travel Time (s)11.2 18.6 44.9 6.1 Confl. Peds. (#/hr)5 5 5 5 5 5 5 5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph)572 445 312 153 511 911 348 1424 137 620 1238 361 Shared Lane Traffic (%) Lane Group Flow (vph) 572 445 312 153 511 911 348 1561 0 620 1238 361 Turn Type Prot NA Perm Prot NA Free Prot NA Prot NA Free Protected Phases 7 4 3 8 5 2 1 6 Permitted Phases 4 Free Free Detector Phase 74438 52 16 Switch Phase Minimum Initial (s)5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s)9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 Total Split (s)26.0 34.5 34.5 14.6 23.1 23.4 43.3 27.6 47.5 Total Split (%)21.7% 28.8% 28.8% 12.2% 19.3% 19.5% 36.1% 23.0% 39.6% Yellow Time (s)3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s)1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s)4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None None None None None None C-Max None C-Max Intersection Summary Area Type:Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Yellow Natural Cycle: 110 Control Type: Actuated-Coordinated Splits and Phases: 11: Monterey Av. & Dinah Shore Dr. 6.1-49 HCM 6th Signalized Intersection Summary EAPC (2027) PM Peak Hour 11: Monterey Av. & Dinah Shore Dr. Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 555 432 303 148 496 884 338 1381 133 601 1201 350 Future Volume (veh/h) 555 432 303 148 496 884 338 1381 133 601 1201 350 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 572 445 312 153 511 0 348 1424 137 620 1238 0 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, %222222222222 Cap, veh/h 619 972 431 210 551 414 1531 147 665 2022 Arrive On Green 0.18 0.27 0.27 0.06 0.15 0.00 0.12 0.32 0.32 0.19 0.40 0.00 Sat Flow, veh/h 3456 3554 1576 3456 3554 1585 3456 4735 455 3456 5106 1585 Grp Volume(v), veh/h 572 445 312 153 511 0 348 1024 537 620 1238 0 Grp Sat Flow(s),veh/h/ln 1728 1777 1576 1728 1777 1585 1728 1702 1786 1728 1702 1585 Q Serve(g_s), s 19.5 12.5 21.5 5.2 17.0 0.0 11.8 34.9 34.9 21.2 23.2 0.0 Cycle Q Clear(g_c), s 19.5 12.5 21.5 5.2 17.0 0.0 11.8 34.9 34.9 21.2 23.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.26 1.00 1.00 Lane Grp Cap(c), veh/h 619 972 431 210 551 414 1101 577 665 2022 V/C Ratio(X)0.92 0.46 0.72 0.73 0.93 0.84 0.93 0.93 0.93 0.61 Avail Cap(c_a), veh/h 619 972 431 291 551 544 1101 577 665 2022 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 48.4 36.2 39.5 55.4 50.0 0.0 51.7 39.3 39.3 47.7 28.9 0.0 Incr Delay (d2), s/veh 19.7 0.3 5.9 5.7 22.1 0.0 8.9 14.8 23.7 20.0 1.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.8 5.3 8.7 2.4 9.0 0.0 5.4 15.8 18.1 10.5 9.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 68.2 36.5 45.4 61.0 72.2 0.0 60.6 54.1 63.0 67.7 30.3 0.0 LnGrp LOS E D D E E E D E E C Approach Vol, veh/h 1329 664 A 1909 1858 A Approach Delay, s/veh 52.2 69.6 57.8 42.8 Approach LOS D E E D Timer - Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 27.6 43.3 11.8 37.3 18.9 52.0 26.0 23.1 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 23.1 38.8 10.1 30.0 18.9 43.0 21.5 18.6 Max Q Clear Time (g_c+I1), s 23.2 36.9 7.2 23.5 13.8 25.2 21.5 19.0 Green Ext Time (p_c), s 0.0 1.4 0.1 2.1 0.5 7.3 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 53.0 HCM 6th LOS D Notes Unsignalized Delay for [WBR, SBR] is excluded from calculations of the approach delay and intersection delay. 6.1-50 Lanes, Volumes, Timings EAPC (2027) PM Peak Hour 12: Julie Dr. & St. "A" Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph)81 47 75 88 70 132 Future Volume (vph)81 47 75 88 70 132 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 Link Speed (mph)30 30 30 Link Distance (ft)254 1594 1667 Travel Time (s)5.8 36.2 37.9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph)88 51 82 96 76 143 Shared Lane Traffic (%) Lane Group Flow (vph) 0 139 178 0 219 0 Sign Control Yield Yield Yield Intersection Summary Area Type:Other Control Type: Roundabout 6.1-51 HCM 6th Roundabout EAPC (2027) PM Peak Hour 12: Julie Dr. & St. "A" Vitalia/Refuge Palm Desert Residential Traffic Analysis Synchro 11 Report F:\UXRjobs\_14600-15000\14702\Synchro\02 - Existing Lanes WP.syn Urban Crossroads, Inc. Intersection Intersection Delay, s/veh 4.2 Intersection LOS A Approach EB WB SB Entry Lanes 1 1 1 Conflicting Circle Lanes 1 1 1 Adj Approach Flow, veh/h 139 178 219 Demand Flow Rate, veh/h 142 182 224 Vehicles Circulating, veh/h 78 90 84 Vehicles Exiting, veh/h 230 130 188 Ped Vol Crossing Leg, #/h 0 0 0 Ped Cap Adj 1.000 1.000 1.000 Approach Delay, s/veh 3.8 4.1 4.4 Approach LOS A A A Lane Left Left Left Designated Moves LT TR LR Assumed Moves LT TR LR RT Channelized Lane Util 1.000 1.000 1.000 Follow-Up Headway, s 2.609 2.609 2.609 Critical Headway, s 4.976 4.976 4.976 Entry Flow, veh/h 142 182 224 Cap Entry Lane, veh/h 1274 1259 1267 Entry HV Adj Factor 0.979 0.980 0.978 Flow Entry, veh/h 139 178 219 Cap Entry, veh/h 1247 1234 1238 V/C Ratio 0.111 0.145 0.177 Control Delay, s/veh 3.8 4.1 4.4 LOS A A A 95th %tile Queue, veh 0 1 1 6.1-52 Queuing and Blocking Report Vitalia/Refuge Palm Desert Residential Traffic Analysis Vitalia/Refuge Palm Desert Residential Traffic Analysis EAPC (2027) AM Peak Hour SimTraffic Report Urban Crossroads, Inc.Page 1 Intersection: 8: Portola Rd. & Julie Dr./College Dr. Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft)86 159 99 52 36 63 70 73 101 28 59 55 Average Queue (ft)53 103 67 15 17 33 33 35 43 7 25 25 95th Queue (ft)87 171 104 57 36 70 74 78 104 27 57 61 Link Distance (ft)1441 386 3589 3589 3589 1572 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 145 100 165 165 165 Storage Blk Time (%)5 Queuing Penalty (veh)2 Intersection: 8: Portola Rd. & Julie Dr./College Dr. Movement SB SB Directions Served T TR Maximum Queue (ft)78 76 Average Queue (ft)35 39 95th Queue (ft)75 80 Link Distance (ft)1572 1572 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 6.1-53 Queuing and Blocking Report Vitalia/Refuge Palm Desert Residential Traffic Analysis Vitalia/Refuge Palm Desert Residential Traffic Analysis EAPC (2027) PM Peak Hour SimTraffic Report Urban Crossroads, Inc.Page 1 Intersection: 8: Portola Rd. & Julie Dr./College Dr. Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR L T R L T T T R L T Maximum Queue (ft) 100 127 108 78 48 133 130 100 144 42 101 121 Average Queue (ft) 58 65 71 46 16 91 42 36 54 7 65 52 95th Queue (ft)99 121 121 92 45 145 109 93 135 29 106 116 Link Distance (ft)1441 386 3589 3589 3589 1572 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 125 145 100 165 165 165 Storage Blk Time (%)0200 00 0 0 Queuing Penalty (veh)0100 00 0 0 Intersection: 8: Portola Rd. & Julie Dr./College Dr. Movement SB SB Directions Served T TR Maximum Queue (ft) 158 161 Average Queue (ft) 69 82 95th Queue (ft)151 153 Link Distance (ft)1572 1572 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 6.1-54 Prepared For: City of Palm Desert Applicant: Refuge Palm Desert, LLC. Prepared By: MSA Consulting, Inc. REFUGE SPECIFIC PLAN OCTOBER 2022 REFUGE SPECIFIC PLAN TABLE OF CONTENTS i TABLE OF CONTENTS CHAPTER 1: INTRODUCTION & SETTING 1.1 Executive Summary ......................................................................................... 1 1.2 Purpose & Intent ............................................................................................. 2 1.3 Project Location and Site Characteristics ........................................................ 2 1.4 Background & History ...................................................................................... 7 1.5 Development Concept & Vision ...................................................................... 7 1.6 Project Objectives ............................................................................................ 7 1.7 Existing General Plan & Zoning ........................................................................ 8 1.8 Utility & Service Providers ............................................................................. 11 1.9 Environmental Review ................................................................................... 12 1.10 Entitlement Process ....................................................................................... 12 CHAPTER 2: MASTER PLAN & INFRASTRUCTURE 2.1 Land Use Plan ................................................................................................ 13 2.2 Planning Area Descriptions ............................................................................ 13 2.3 Circulation ...................................................................................................... 16 2.4 Open Space .................................................................................................... 20 2.5 Water & Sewer .............................................................................................. 20 2.6 Grading & Drainage ....................................................................................... 20 2.7 Phasing & Financing ....................................................................................... 24 CHAPTER 3: DEVELOPMENT STANDARDS 3.1 Overview ........................................................................................................ 26 3.2 Permitted Uses .............................................................................................. 26 3.3 Development Standards ................................................................................ 27 CHAPTER 4: DESIGN GUIDELINES 4.1 Overview ........................................................................................................ 34 4.2 Design Guidelines .......................................................................................... 34 4.3 Landscape Design Guidelines ........................................................................ 44 CHAPTER 5: PLAN ADMINISTRATION 5.1 Overview ........................................................................................................ 47 5.2 Implementation ............................................................................................. 47 5.3 Administration ............................................................................................... 47 5.4 Interpretation ................................................................................................ 48 REFUGE SPECIFIC PLAN TABLE OF CONTENTS ii 5.5 Enforcement .................................................................................................. 48 CHAPTER 6: GENERAL PLAN CONSISTENCY ANALYSIS 6.1 Land Use Policy Consistency .......................................................................... 51 6.2 Mobility Policy Consistency ........................................................................... 54 6.3 Health & Wellness Policy Consistency ........................................................... 55 6.4 Environmental Resources Policy Consistency ............................................... 55 6.5 Noise Policy Consistency ............................................................................... 56 6.6 Safety Policy Consistency .............................................................................. 57 6.7 Public Utilities & Services Policy Consistency ................................................ 57 FIGURES 1.1 Regional Location Map .................................................................................... 4 1.2 Vicinity Map ..................................................................................................... 5 1.3 Aerial Photograph/Existing Site Conditions ..................................................... 6 1.4 General Plan & Zoning Map .......................................................................... 10 2.1 Conceptual Land Use Map ............................................................................. 15 2.2 Vehicular Circulation ...................................................................................... 17 2.3 Typical Roadway Classifications ..................................................................... 18 2.4 Pedestrian Connectivity ................................................................................. 19 2.5 Conceptual Water Plan ................................................................................. 21 2.6 Conceptual Sewer Plan .................................................................................. 22 2.7 Conceptual Grading and Drainage Plan ........................................................ 23 2.8 Phasing Plan .................................................................................................. 25 2.9 Maintenance Plan ......................................................................................... 50 TABLES 1.1 Existing & Surrounding Uses ........................................................................... 3 1.2 Utility & Services Providers ............................................................................ 11 2.1 Land Use Summary ......................................................................................... 13 3.1 Permitted Uses .............................................................................................. 26 3.2 Development Standards PA-1 ........................................................................ 27 3.3 Development Standards PA-2 ....................................................................... 29 3.4 Development Standards PA-3 ........................................................................ 30 3.5 Development Standards PA-4 ........................................................................ 32 3.6 Development Standards PA-5 ........................................................................ 33 REFUGE: SPECIFIC PLAN 1 CHAPTER I: INTRODUCTION & SETTING 1.1 Executive Summary The Refuge Specific Plan (“Specific Plan”) is a 106.4-acre planned development site within the city of Palm Desert. The Specific Plan sets forth a comprehensive vision for a residential community south of Gerald Ford Drive within the corporate limits of Palm Desert, California. This Specific Plan is made in pursuant to California Government Code Section 65451 which requires as follows: (a) A specific plan shall include a text and a diagram or diagrams which specify all of the following in detail: (1) The distribution, location, and extent of the uses of land, including open space, within the area covered by the plan. (2) The proposed distribution, location, and extent and intensity of major components of public and private transportation, sewage, water, drainage, solid waste disposal, energy, and other essential facilities proposed to be located within the area covered by the plan and needed to support the land uses described in the plan. (3) Standards and criteria by which development will proceed, and standards for the conservation, development, and utilization of natural resources, where applicable. (4) A program of implementation measures including regulations, programs, public works projects, and financing measures necessary to carry out paragraphs (1), (2), and (3). (b) The specific plan shall include a statement of the relationship of the specific plan to the general plan. In addition to following all applicable California State regulations, this specific plan also abides by Palm Desert Municipal Code (PDMC) Section 25.78.080 regarding the process for preparation and processing of Specific Plans. This Specific Plan will establish site-specific development standards, land use regulations, design guidelines, and programs to guide the development of the property in a manner that is consistent with the Palm Desert General Plan while also maintaining flexibility to respond to changing market conditions that influence project development. The Specific Plan presents a comprehensive land use plan for the property along with supporting infrastructure plans that address circulation, water, sewer, grading and drainage systems. The Specific Plan is organized in five chapters, as described below: Chapter 1, Introduction & Setting: This section provides an overview of the document, the project setting and history, legislative authority for the Specific Plan, entitlement process and other contextual information. Chapter 2, Master Plan and Infrastructure: This section describes the primary master plan components required for further development of the property. These include land use, circulation, open space and recreation, water and sewer, and grading and drainage. Chapter 3, Development Standards: This section establishes the allowable uses and development standards applicable within the Specific Plan area. REFUGE: SPECIFIC PLAN 2 Chapter 4, Design Guidelines: This section establishes the design guidelines applicable within the Specific Plan area. Chapter 5, Plan Administration: This section describes the various processes and procedures used to administer and implement the adopted Specific Plan. 1.2 Purpose and Intent This Specific Plan is intended to provide a comprehensive development plan for vacant properties previously owned by the City Redevelopment Agency and guide future development within the Specific Plan area. This will include the establishment of site-specific development standards and regulations and is intended to ensure quality development consistent with the goals, objectives, and policies of the Palm Desert General Plan, as more fully described in Chapter 6. This Specific Plan includes comprehensive development standards and implementation and financing measures to ensure the creation of a vibrant, livable community with readily accessible amenities and attractive streetscapes. This Specific Plan defines the location, type and amount of development allowed within the project area consistent with State Planning Law and Section 25.78 of the Palm Desert Municipal Code (PDMC) which establishes the process for preparing, processing, and adopting Specific Plans. Customized development standards will guide development while also allowing flexibility to adjust residential products to market demand. This document has been prepared pursuant to California Government Code Section 65450, which grants local governments the authority to prepare Specific plans as a systematic means of implementing their General Plan. California Government Code Sections 65450 through 65454 establishes the authority to adopt a Specific Plan, identifies the required contents of a Specific Plan, and mandates consistency with the General Plan. 1.3 Project Location & Site Characteristics As shown on Figure 1.1 (see page 4), Regional Location Map, the Specific Plan is located in the central portion of the Coachella Valley within the corporate limits of the City of Palm Desert south of Gerald Ford Drive, east of Monterey Avenue, and west of Portola Road. The Specific Plan area is comprised of three (3) parcels totaling approximately 106.4 acres (APNs 694-310-002, 003 and 006.) This site location shall be referred to as “The Site” henceforth. Figure 1.2, Local Vicinity Map, displays the physical setting of the property. Surrounding land uses are listed below in Table 1.1. As depicted in Figure 1.3, Aerial Photograph the Site is surrounded by development on all sides, and is an island of undeveloped vacant infill land with scattered vegetation and blow sand. The subject property is in the central part of the Coachella Valley, a low-lying and relatively flat desert valley surrounded by the San Bernardino, Little San Bernardino, San Jacinto, and Santa Rosa Mountains. The mountains rise significantly above the valley floor with peak elevations up to 11,503 feet above sea level. The mountains are of high aesthetic value across the Coachella Valley, including the City of Palm Desert. Topographically, the site is mounded in the central portions (elevations ranging from 300-323 mean sea level (msl)). From this high point, the site slopes north toward Gerald Ford Drive (elevation 275 msl) and south toward the southern property boundary (elevation 295 msl). Gerald Ford Drive to the north of the Site is designated as a Balanced Arterial Roadway in the Palm Desert General Plan. It is currently built with four paved travel lanes, curb and gutter, a raised REFUGE: SPECIFIC PLAN 3 center median, and improved with a Class 2 bicycle/golf cart lanes. Portola Road to the east is a General Plan Balanced Arterial currently built with six paved travel lanes, curb and gutter and a raised center median. Sidewalks have been built on both sides of Gerald Ford Drive and Portola Avenue, except where adjacent to undeveloped parcels. Rembrandt Parkway is fully improved as a 2-lane road accessing The Gallery neighborhood north of the Project site. Julie Drive is a 2- lane street with a sidewalk on the south side but is not improved adjacent to undeveloped parcels on the north. SunLine Transit Agency provides bus transit services to the Coachella Valley, including Palm Desert. Currently, there are no transit routes or facilities in the immediate Project vicinity. The nearest bus stop is on Dinah Shore Drive at Shoppers Lane (Route 4), approximately 1¼ miles northwest of the Project site. Another stop at Cook Street and Berger Drive (Route 5) is approximately 1½ miles to the southeast and can be accessed by bike from the Project site via existing bike lanes. TABLE 1.1 EXISTING AND SURROUNDING USES Jurisdiction General Plan/Zoning Existing Use Site Palm Desert Town Center Neighborhood/PR Planned Residential 20 Dwelling Units per acre Vacant Infill Land North Palm Desert Conventional Suburban Neighborhood/PR: Planned Residential 5 The Gallery Single Family Residences South Palm Desert Conventional Suburban Neighborhood/PR: Planned Residential - 5 Single family Residences East Palm Desert Conventional Suburban Neighborhood & /PR Planned Residential - 5 Single Family Residences West Palm Desert Resort & Entertainment/PR Planned Residential Marriott’s Shadow Ridge Villas and Golf Club Exhibit Date: October 11, 2022SPECIFIC PLANREFUGE:MSACivil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GISMSAConsultinginc.comCONSULTING, INC.N.T.S.NORTH REGIONAL LOCATION MAPFIGURE 1.1PAGE 4Source: MSA Consulting, Inc. ProjectSiteProjectCity of Monterey AvenuePortola AvenueGerald Ford Drive Dinah Shore Drive GatewayVa r n e r R o a dDrive Dr. Frank Sinatra Drive SiteRanchoMirage City ofPalm Desert County ofRiverside Int e r s t a t e 1 0 Dick Kelly Cook StreetExhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. VICINITY MAP FIGURE 1.2 PAGE 5 N.T.S. Legend: Project Site Source: City of Palm Desert Gerald Ford Drive PROJECT Portola Avenue30 0 2 8 0 2 8 5 2 9 0 2953 0 0 30 5 305 300305 3 1 0 3 1 5 3203 2 0 3 1 5 31532031030530 5 295295295300 30 0 295 295295 Woodward Drive Shepherd LaneJulie Drive 275 2 9 5 2 9 0285 2 8 0 Riverside CountySheriff's Station MarriottShadow RidgeGolf Club 295 305 SITE 310323 Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. AERIAL PHOTOGRAPH / EXISTING SITE CONDITIONS FIGURE 1.3 PAGE 6 N.T.S. Source: City of Palm Desert Legend: 310 Project Boundary Existing Index Contours 323 275 Existing Project High Point Existing Project Low Point Direction of Existing Drainage Existing Ridgeline REFUGE: SPECIFIC PLAN 7 1.4 Background and History The properties that comprise the Refuge Specific Plan were formerly owned by the City of Palm Desert Redevelopment Agency (RDA). The RDA was terminated by the State of California in February of 2012 with the passage of Assembly Bill X1 26. From there, the properties were transferred to the Successor Agency to the Palm Desert RDA (SARDA) for disposal via sale to private entities. Of the original land under RDA ownership, 23.4 acres adjoining Portola Avenue was sold to GHA Montage and entitled for 63 single family residential lots under TTM 37993. The 106.4-acre balance constitutes the land within the Specific Plan boundary. Of this 106.4-acre balance, the northern 11.9-acres adjoining Gerald Ford Drive was entitled with a 269-unit affordable housing development known as Vitalia (PP/CUP 21-0004) on August 26, 2021. The Specific Plan incorporates this project as approved. The approximately 94.5-acre balance of the Specific Plan is vacant and will be developed according to the provisions of this Specific Plan. As part of the development of the Project concept and vision, and in accordance with Palm Desert Municipal Code Section 25.60.160 “Community Engagement”, a focused engagement process with community stakeholders and adjacent property owners was conducted to seek their input and feedback. 1.5 Development Concept & Vision The Refuge Specific Plan will facilitate the coordinated development of a planned residential community on approximately 106.4 acres with a variety of housing products and densities in a walkable setting. This Specific Plan will allow for the development of up to 969 residential units. The Project would also incorporate open space, recreational, and outdoor gathering spaces as unifying project design features. Pedestrian access and integration between the uses is a unifying element of the Specific Plan. Chapter 4 provides guidelines and standards to ensure a quality project design that is compatible with the surrounding built environment and consistent with the Goals and Policies of the City of Palm Desert General Plan. This Specific Plan intends to provide a degree of flexibility for future developers to design projects that respond to market demand. The Refuge Specific Plan will supersede the development guidelines and regulations of the Palm Desert zoning code to allow for a fresh, contemporary development strategy for the 106.4 acres. 1.6 Project Objectives Various issues were considered and evaluated during the preparation of this Specific Plan. Engineering feasibility, water efficiency, General Plan goals and policies, compatibility with surrounding land uses, and technical solutions to drainage constraints were considered during the planning process. In order to ensure the functional integrity, economic viability, environmental sensitivity, and positive aesthetic contribution of this development, unique project objectives were established as follows: Develop a thoughtfully planned and walkable residential community with a variety of housing types organized around a central recreational amenity. REFUGE: SPECIFIC PLAN 8 Provide a comprehensive land use plan that establishes development standards, land use regulations, and programs to guide the orderly transition/development of the property. Grade the development in a way that accommodates the unique topographic constraints of this land that ensures all stormflow being retained on site as shown on the Tentative Tract Map Exhibit. Provide surrounding property owners with a 45-50ft landscaped buffer to create a positive community aesthetic along the project edge. Accommodate phasing that allows for multi-year project development in an orderly and efficient manner. Provide flexible development regulations that allow future projects to be entitled quickly and easily in response to market demand and evolving design needs. Establish design guidelines, development regulations, use standards and procedures that result in cohesive and attractive landscape and architectural treatments. Provide a safe and efficient circulation system; Provide water and sewer, systems to adequately service the project; Promote quality development consistent with the goals and policies of the Palm Desert General Plan. 1.7 Existing General Plan and Zoning The Palm Desert General Plan, adopted in late 2016, establishes the City's policy relative to the planned future pattern, intensity, density, and relationships of land uses in the City and the various infrastructure systems needed to effectively support those land uses. The Specific Plan implements the Palm Desert General Plan by bringing detailed policies and regulations together into a focused development plan for the Specific Plan area. It serves as a link between the Palm Desert General Plan and subsequent development proposals within the Specific Plan area. This Specific Plan is a regulatory document which, when adopted by the Palm Desert City Council, will govern all facets of project development including the distribution of land uses, location and sizing of supporting infrastructure, as well as development standards and regulations. Figure 1.4, General Plan and Zoning Map, displays the existing General Plan Land Use Map, which designates this site as Town Center Neighborhood which is intended to provide moderate to higher intensity neighborhood development that features a variety of housing choices, walkable streets, and mixed uses. The project site is zoned Planned Residential (PR-20): 20 Dwelling Units Per Acre. This zoning designation is designed to provide for flexibility in residential development, by encouraging creative and imaginative design, and the development of parcels of land as coordinated projects involving a mixture of residential densities up to 20 per acre, mixed housing types, and community facilities. The district is characterized as providing for the optimum integration of urban and natural amenities within developments and is organized around formal, REFUGE: SPECIFIC PLAN 9 walkable, and highly connected streetscapes. The intention is to build out the site with a total of 969 dwelling units ranging in size, density, and housing type. This will include changing the zoning designation of the affected area from PR-20 to Specific Plan. Portola AvenueGerald Ford Drive Shepherd LaneFrank Sinatra Drive Woodward Drive Portola AvenueGerald Ford Drive Shepherd LaneFrank Sinatra Drive Woodward Drive Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. EXISTING GENERAL PLAN / ZONING FIGURE 1.4 PAGE 10 N.T.S. Source: City of Palm Desert Town Center Neighborhood Conventional Suburban Neighborhood Golf Course & Resort Neighborhood Existing General Plan Public Facility / Institutional Legend: SP Boundary Existing Zoning General Plan Zoning Planned ResidentialP.R. PublicP Resort & Entertainment REFUGE: SPECIFIC PLAN 11 1.8 Utility & Service Providers The Refuge project is within the service area of the utility and service providers as listed in Table 1.2. 1 TABLE 1.2 UTILITY & SERVICE PROVIDERS 2 Utility/Service Agency Address Phone Sewer Coachella Valley Water District (CVWD) 75-525 Hovley Lane Palm Desert, CA. 92211 760.398.2651 Water CVWD 75-525 Hovley Lane Palm Desert, CA. 92211 760.398.2651 Natural Gas Southern California Gas (SCG) P.O. Box 3150 San Dimas, CA. 91773 877.238.0092 Electric Southern California Edison (SCE) P.O. Box 800, Rosemead, Ca 91770 800.655.4555 Electric Imperial Irrigation District 81600 Avenue 58 La Quinta, CA 92253 760.398.5811 Cable TV Spectrum 44-425 Town Center Way Ste H Palm Desert CA 92211 760.340.2225 Police Riverside Couty Sheriff 73-705 Gerald Ford Dr., Palm Desert, Ca 92211 760-863-8990 Fire Riverside County Fire Department 71-751 Gerald Ford Dr. Palm Desert, Ca 92270 760.869.8886 Solid Waste Burrtec 41575 Eclectic Street Palm Desert, CA. 760.340.2113 Schools Palm Springs Unified School District (PSUSD) 150 District Center Drive Palm Springs, CA 92264 760.883.2700 Public Transit Sunline Transit Agency 32505 Harry Oliver Trail Thousand Palms, CA 92276 760.343.3451 REFUGE: SPECIFIC PLAN 12 1.9 Environmental Review The project is subject to the requirements of the California Environmental Quality Act (CEQA). Pursuant to the CEQA Guidelines (Title 14, Division 6, Chapter 3 of the California Code of Regulations), an Initial Study has been prepared for the Specific Plan to analyze the environmental impacts of the project. The Project area is urbanized, and the subject property is surrounded by residential, golf course, and institutional (sheriff station) development. No adverse impacts were identified that could not be mitigated to a level of less than significant. Therefore, the City will prepare a Mitigated Negative Declaration (MND) containing an evaluation of potential environmental impacts associated with the project and appropriate mitigation measures for each potential impact. All mitigation measures identified in the Mitigated Negative Declaration shall be identified in a Mitigation Monitoring and Reporting Program (MMRP) to ensure that implementation occurs. The MND will apply to all subsequent implementing entitlements proposed within the Specific Plan boundary. All future development projects for the project site will be reviewed with the Specific Plan and the MND to determine whether additional environmental documentation must be prepared pursuant to CEQA Guidelines. 1.10 Entitlement Process Approval of the following entitlements will implement this project: Specific Plan (SP) – The Specific Plan will cover approximately 106.4 acres to provide comprehensive development guidelines, allowable uses, and development standards. Tentative Tract Map (TTM) – TTMs are intended to implement the project and subdivide the property into smaller parcels/lots for sale. A phasing plan shall be incorporated. Zone Change (ZC) – A Zone change is intended to cover the entire specified boundaries of the property to accommodate higher densities than are currently allowed under the PR-20 zone. See Section 5.2 of this Specific Plan for more detailed information on the administrative and public hearing processes related to these implementing approvals. REFUGE: SPECIFIC PLAN 13 CHAPTER 2: MASTER PLAN & INFRASTRUCTURE 2.1 Land Use Plan The Specific Plan would facilitate construction of up to 969 residential units on approximately 106.4 acres with densities for individual projects expected to range from 4.7-22.6 du/ac. The Specific Plan proposes five distinct Planning Areas as defined in Figure 2.1 Conceptual Land Use Plan and Table 2.1, Land Use Summary. Implementing entitlement approvals may define the size, location and configuration in greater detail as outlined in Section 1.10. Chapter 3A provides a detailed discussion of permitted uses and relevant development standards for each Planning Area. Table 2.1 Land Use Summary Planning Area Area (acres) Density Range (du/ac) Unit Range PA 1 11.9 Up to 22.6 Up to 269 PA 2 16.4 10.0 – 18.3 165 – 302 PA 3 66.3 4.7 – 6.0 (average) 315 – 398 PA 4 3.9 - - PA 5 7.9 - - Total 106.4 7.0 - 9.1 749 - 969 2.2 Planning Area Descriptions The Specific Plan is broken into five Planning Areas, each with common characteristics and development standards. Planning Area 1 - Residential PA 1 is the northernmost planning area and covers the Vitalia project that was approved by the City Council on August 26, 2021(PP/CUP 21-0004). It will be developed as approved; no changes are proposed. It is approved for 269 affordable apartment units in 14 two- and three-story buildings with one-, two-, and three-bedroom units. Onsite amenities include a swimming pool, playground, dog park, clubhouse with fitness and childcare facilities, surface parking lot, and stormwater retention basins that can also serve as passive open space. It will be accessed from two driveways on (future) Vitalia Way. It consists of approximately 11.9 acres of land and will allow for residential housing at an average density of up to 22.6 du/ac. Planning Area 2– Residential PA 2 consists of approximately 16.4 acres of land and will allow for up to 302 dwelling units at a density range of 10.0 to 18.3 du/ac. It includes two retention basins and is accessed by a driveway on Vitalia Way and a roundabout connecting to Planning Area 3. A variety of housing products are permitted by right and with a Conditional Use Permit (CUP). Planning Area 3 - Residential PA-3 consists of approximately 66.3 acres of land in the central part of the Specific Plan area and can accommodate up to 398 dwelling units at an average density ranging from 4.7 to 6.0 du/ac. Permitted uses allow detached single-family, attached townhomes, duplexes, typical single story, and up to two stories where appropriate, arranged in a walkable manner. It includes three REFUGE: SPECIFIC PLAN 14 retention basins and is accessed by a roundabout connecting to Julie Drive (extended) and Planning Area 2. A variety of housing products are permitted by right and with a CUP. Planning Area 4 – Recreation Amenity PA-4 consists of approximately 3.9 acres and will consist of a community amenity center offering residents access to common recreation facilities such as pools, spas, club houses, management offices, barbecues and other facilities as appropriate. Planning Area 5 - Open Space/Buffer PA-5 consists of approximately 7.9 acres of land containing a landscaped open space buffer to provide a vegetative separation from adjoining single-family neighborhoods to the east and south. In addition, the northern portion of PA5 includes the project’s main entry road Vitalia Way providing vehicular and pedestrian connection to all Planning Areas. Pedestrian routes are described in Section 2.3 under Pedestrian Circulation. Community trails are intended for residents and will not be accessible to the public. These paths are not considered multi-modal and are intended for pedestrians only. NOPARKINGNOPARKING NOPARKING NOPARKING NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Woodward Drive Portola AvenuePA 5 PA 1 PA 2 PA 3 PA 4 Shepherd LaneJulie Drive Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. CONCEPTUAL LAND USE PLAN FIGURE 2.1 PAGE 15 N.T.S. Source: MSA Consulting, Inc. Legend: Project Boundary Planning Area Boundary REFUGE: SPECIFIC PLAN 16 2.3 Circulation Vehicular and pedestrian circulation systems are a central element of every development project. The Refuge community will have an interconnected network of vehicular streets and pedestrian walkways and sidewalks to facilitate multiple forms of transportation. The circulation system is illustrated in Figure 2.2 Vehicle Circulation, 2.3 Typical Roadway Classifications, and Figure 2.4 Pedestrian Connectivity. Key aspects of the circulation system include: Project Entries – The project’s primary point of access is taken from Gerald Ford Drive to the north with a secondary point of access to Portola Drive on the east. Both intersections will be signalized. These access roads converge at a roundabout that will direct traffic along the project periphery and into the project area. Entries off this main circulation route will provide a point of arrival into each individual neighborhood grouping. Primary entries will be designed to provide a sense of identity through the application of landscaping and monument signage. Additional information on entries will be providing with each implementing entitlement application with identity theming and landscaping remaining consistent throughout. Vehicular Circulation – The vehicular circulation system will consist of local residential streets providing convenient access to individual homes. Garages/carports for single family residences may be traditionally located at the front of the home or, utilizing alleys, at the rear. Pedestrian Circulation – The project will be designed to create a highly walkable environment as desired by Palm Desert General Plan Policies 3.1-3.4 in Chapter 4. All single-family homes and multi- family residences will be located within a quarter mile walk of a central recreational amenity providing for quick and convenient pedestrian access. Pedestrian access signage around the amenity area will be incorporated. Pedestrian routes will include an interconnected network of paseos, greenways and sidewalks. Each street will provide sidewalks on one or both sides and, due to their low traffic volumes, speeds, and short length, will encourage walkability. A pedestrian access plan will be developed to accommodate expected foot traffic. Trees will be present for shade on all sidewalks with curb adjacent placement being the preferred option wherever possible. Connection between onsite uses and the regional trail/bikeway system will occur via sidewalks that connect with Gerald Ford Drive and Portola Drive. Parking – Sufficient off-street parking will be provided to serve each use as outlined in Table 3.2 Development Standards. The project may utilize a mix of on surface parking, carports, and garages to adequately serve resident needs. Surface parking spaces will generally be used in higher density areas with parking in enclosed garages and driveway aprons generally serving detached dwellings. NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Woodward Drive Portola AvenueShepherd LaneJulie Drive Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. VEHICULAR CIRCULATION PLAN FIGURE 2.2 PAGE 17 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Existing Traffic Signal Alley Local Road Local Collector Entry Road Parkway Legend: Project Boundary Note: Street network shown is conceptual and may bereconfigured with future tentative tract maps using similar streetclassifications and functional hierarchy subject to City approval. Proposed Traffic Signal Representative Circulation Elements Access Connections Proposed Roundabout PA Entries Proposed Roundabout & PA Entry LOCAL COLLECTOR(PUBLIC ROAD)22'60'22'30'30'8'8'CL72'36'36'10'10'12'20'20'25'12.5'12.5'18'56'18'28'28'10'10'15'43.5'9'15.5'28'10'9'19'6'N.T.S.CLPROP.CLCLCLPARALLELPARKINGAMENITY CENTER PARKINGR/WPROP. R/WPROP. R/WPROP. R/WPROP. R/WPROP. R/WPROP. R/WPROP. R/WPROP. R/W6'6'3'P.U.E.PROP.PROP.R/WPROP.3'P.U.E.PROP.6'6'6'6'PROP. SIDEWALKPROP. SIDEWALKPROP. SIDEWALKPROP. SIDEWALKPROP. CURB & GUTTERPROP. CURB & GUTTERRAISED MEDIANPROP. SIDEWALKPROP. SIDEWALKPROP. CURB & GUTTERPROP. CURB & GUTTERPROP. SIDEWALKPROP. CURB & GUTTERPROP. CURB & GUTTERENTRY ROAD(PUBLIC ROAD)N.T.S.LOCAL ROAD(PUBLIC ROAD)N.T.S.PARKWAY(PUBLIC ROAD)N.T.S.ALLEY(PRIVATE ROAD)N.T.S.PROP. CURB & GUTTERPROP. CURB & GUTTERPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAExhibit Date: October 11, 2022SPECIFIC PLANREFUGE:MSACivil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GISMSAConsultinginc.comCONSULTING, INC.N.T.S.NORTH TYPICAL ROADWAY CLASSIFICATIONSFIGURE 2.3PAGE 18Source: MSA Consulting, Inc. NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Woodward Drive Portola AvenueShepherd LaneJulie Drive Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. PEDESTRIAN CONNECTIVITY PLAN FIGURE 2.4 PAGE 19 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Primary Pedestrian Connector Legend: Project Boundary Recreation Amenity Boundary of Project Level Pedestrian Area Utilizing Sidewalks Alleys & Walkways Streets with Sidewalks Alleys Paseos Note: These elements or others may be used in any combination tocreate a walkable community. Representative Project-LevelPedestrian Elements REFUGE: SPECIFIC PLAN 20 2.4 Open Space Open Space is an important aspect of a livable development. It provides areas where desert appropriate plant materials can be introduced to soften and shade urban hardscapes. They also provide prime opportunities. Key open space elements include: Landscaped Buffer – A 50-foot-wide open space buffer is provided along the east and south project boundaries to create an attractive vegetative corridor separating the project from adjoining residences. The buffer will incorporate a walking trail to form loops of varying distances to encourage walking and bicycle use within the project. Central Recreation Amenity – The project is designed around a central 3.9- acre recreational amenity that will contain common recreation facilities such as pools, spas, club houses, management offices, barbecues and other facilities as appropriate for the community. Paseos - Linear paseos provide opportunities to interconnect sidewalks with the perimeter buffer and with the central Recreational Amenity to encourage residents to walk or bike to take advantage of these amenities. 2.5 Water & Sewer The Specific Plan is provided with domestic water and sanitary sewer service by the Coachella Valley Water District (CVWD). As shown in Figure 2.5 Conceptual Water Plan, the project will connect to existing 12” public water mains in Gerald Ford Drive and Julie Drive These will be connected by a new 12” water main with 8” lines extending south to serve each unit. CVWD also provides sanitary sewer service to the site. As shown in Figure 2.6 Conceptual Sewer Plan, the property will be designed to gravity sewer from north connecting to the existing 12” main in Gerald Ford Drive. 2.6 Grading & Drainage Because grading and drainage are closely interrelated, they are addressed jointly in this section. Topographically, the site is mounded through the center (elevations ranging from 300-323). From this high point, the site slopes northeast toward Gerald Ford Drive (elevation 275) and southeast toward the southern property boundary (elevation 295). Because the southern half of the site is surrounded on three sides by existing development without a pre-planned outlet, a sump condition exists there. There is also very little cross-fall from south to north, limiting surface drainage options. These physical constraints have been fully considered and are solved by the grading and drainage design proposed for this project. As shown on Figure 2.7, Conceptual Grading & Drainage Plan, the grading design will create buildable pads, street corridors on site with balanced earthwork to avoid soil export of export. Grading will achieve positive surface flows and protect all structures and physical improvements from the 100-year storm through surface runoff into retention basins either above or below the finished surfaces. Soil erosion and water quality will be protected both during and after construction is completed. The incremental increase in storm water runoff from an existing condition to the new developed condition created by impervious surfaces (roofs, pavement) will be retained on site. NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Woodward Drive Portola AvenueShepherd LaneJulie Drive PA 5 PA 1 PA 2 PA 3 PA 4 Connectto Existing12" Water MainPer TTM 37993 Connect toExisting 12" Water Main Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. CONCEPTUAL WATER PLAN FIGURE 2.5 PAGE 21 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Legend: Project Boundary Existing Water Main Proposed 8" Water Main Proposed 12" Water Main12S 8W Note: Design is conceptual and may bereconfigured with implementing entitlements asapproved by the City Public Works Director. NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARWoodward Drive Portola AvenueShepherd LaneJulie Drive PA 5 PA 1 PA 2 PA 3 PA 4 Gerald Ford Drive Connect to Existing 12" Sewer Main Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. CONCEPTUAL SEWER PLAN FIGURE 2.6 PAGE 22 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Legend: Project Boundary Existing Sewer Main Proposed 8" PVC Sewer Main8S Note: Design is conceptual and may bereconfigured with implementing entitlementsas approved by the City Public Works Director. NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARWoodward Drive Portola AvenueShepherd LaneJulie Drive Gerald Ford Drive 280 280285 290 285 295 295 295300305310315300300300 300300300280 295PA 5 PA 1 PA 2 PA 3 PA 4 Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. CONCEPTUAL GRADING & DRAINAGE FIGURE 2.7 PAGE 23 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Legend: Project Boundary Proposed Index Contours Proposed Drainage Direction Proposed Retention 300 Note: Design is conceptual and may be reconfiguredwith implementing entitlements as approved by theCity Public Works Director. REFUGE: SPECIFIC PLAN 24 As shown in Figure 2.7, Conceptual Grading & Drainage Plan, “developed condition” surface drainage will be conveyed north and east toward retention basins at the eastern end of the property. The stormwater drainage system depicts the general flow of surface drainage and retention facilities which will be adapted and detailed with future development proposals. Adjustments may include the number, location, configuration and depth of drainage pipes and basins as well as the specific flow path through the site. The retention basins and storm drains will be appropriately sized for each phase of the project using standard engineering modelling methods as approved by the Engineering Services Division. If temporary facilities must be constructed, they will be provided with each phase. 2.7 Phasing and Financing Development of the Refuge Specific Plan is planned in seven (7) primary development phases with anticipated build out to occur over approximately 6 years. Each phase may be broken into subphases in response to market conditions and consumer demand. Construction of the first phase is expected to begin in 2023 with full buildout by 2029. Figure 2.8 Conceptual Phasing Plan reflects the anticipated development sequence at this time. This phasing sequence is conceptual and subject to refinement and/or reordering with final engineering design and market conditions. Each of these phases will have the required access and utilities deemed necessary by the city engineer The project financing will generally be private. A variety of financing options are available to both the owners and the City to fund specific infrastructure requirements. These options may be utilized by the owner as needed throughout the construction period. . NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Woodward Drive Portola AvenuePH. A PH. 1 PH. 3PH. 2 PH. 4 PH.PH. 5 PH. 6 PH. 7 8 Development timing as per PP/CUP 21-0004 Shepherd LaneJulie Drive Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. PHASING PLAN FIGURE 2.8 PAGE 25 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Legend: Phase Boundary Phase "A" Phase 2 Phase 3 Phase 4 Phase 1 Project Boundary Phase 5 Phase 6 Phase 7 Phase 8 Note: 1. Exhibit shows expected sequence of development, but may change in response to market conditions. 2. Phase "A" will be constructed with the first phase of development REFUGE: SPECIFIC PLAN 26 CHAPTER 3: DEVELOPMENT STANDARDS 3.1 Overview This chapter identifies the development standards applicable to the Refuge Specific Plan area. The establishment of the site-specific development standards set forth in this chapter are intended to guide orderly development within the Specific Plan area, while also maintaining some flexibility to respond to changing conditions which may be a factor in any long-term development. 3.2 Permitted Uses Development standards for the Refuge Specific Plan area are shown in Table 3.1 Permitted Uses. Table 3.1 Permitted Uses Allowable Uses1 PA 1 PA 2 PA 3 PA 4 PA 5 P=Permitted; C=Conditional Use Permit; N=Not Permitted Residential Assisted living N N N N N Accessory dwelling unit P P P N N Condominium C P P N N Dwelling Duplex P P P N N Dwelling Multifamily P P P N N Dwelling Second P P P N N Dwelling Single Family N P P N N Guest Dwelling N N P N N Home- based business P P P N N Junior accessory dwelling unit P P P N N PUD - Residential C C C N N Transitional/Support ive housing 2 P P P N N Open Space P P P P P Community space P P P P P REFUGE: SPECIFIC PLAN 27 Foot Notes: 1. Review authority (Planning Commission, City Council, etc.) for the subject permits above shall be as outlined in Section 25.60.110 of the Palm Desert Municipal Code. 2. Transitional and supportive housing shall be subject to only those restrictions that apply to other residential uses of the same type in the Specific Plan. 3. Accessory Dwelling Unit definitions and regulations defined in Section 25.34.030 in the Palm Desert Municipal Code 4. Guest Dwelling refers to units that cannot be separately rented out 5. Multifamily residential standards for PA-2 will apply to PA-3 if multifamily uses are chosen for this Planning Area 3.3 Development Standards The following development standards apply to each planning area as described below. Table 3.2 Development Standards PA-1 Standard Product Type Vitalia 1 Density - Lot Dimensions Min Lot size - Min Lot width - Min Lot depth - Yard Setbacks (Min) Front - Street to building or garage 8 - Side – Interior 9 - Side – Street 10 - Side – Alley 8, 11 - Rear - Traditional - Rear - Alley to building 8 or garage 10 - Rear-Building to PA-2 Boundary - REFUGE: SPECIFIC PLAN 28 Patio Covers (Side & Rear) - Accessory Structures - Lot Coverage Max Coverage - Parking Spaces Required - Building Measurements Min separation between buildings - Max height - Max stories - Max height per story - 1. All development standards apply per Approved PP/CUP 21-0004 in accordance with Planned Residential District of the PDMC. REFUGE: SPECIFIC PLAN 29 Table 3.3 Development Standards PA-21 Standard Product Type Detached 2 Attached 3 Density 10 – 18.3 du/ac Lot Dimensions Min Lot size 1,800 4 - Min Lot width - - Min Lot depth - - Yard Setbacks (Min) Front - Street to building or garage 5 8 ft/18 ft 8 ft/18 ft Side – Interior 6 5 ft - Side – Street 7 7 ft 10 ft Side – Alley 5, 8 5 ft 5 ft Rear - Traditional 5 ft - Rear - Alley to building 5 or garage 7 N/A 5 ft/3ft Rear-Building to PA-2 Boundary 10ft 10ft Patio Covers (Side & Rear) Per PDMC Section 25.40.030 (Projections into Required Setbacks) - Accessory Structures Per PDMC Section 25.40.050 (Accessory Buildings and Structures) - Lot Coverage 9 Max Coverage 70% 70% Parking Spaces Required One Bedroom: 1.25 spaces per unit Two Bedroom+: 2 spaces per unit Building Measurements Min separation between buildings 10 ft Per CBC/CRC Max height 10 30 ft 35 ft Max stories 2 3 1. Up to 70 units (10% of combined PA maximum) may be transferred between PA 2 & 3. 2. Including Small-Lot Detached Clusters, Bungalow-Style Detached Units. REFUGE: SPECIFIC PLAN 30 3. Including Attached Townhomes, Garden-Style Attached Apartments. 4. Minimum lot size applies to single family attached or detached lots (not condo mapped development). 5. Measured from back of curb or sidewalk, if present, whichever creates a greater setback. 6. Including lots that adjoin common area landscape lots. 7. Measured from back of curb. 8. 0 ft side yard in paired or zero lot line condition. 9. The percentage of a lot covered by the total square footage of the main building, garage, and/or any accessory buildings that are larger than 150 square feet. 10. Buildings along perimeter streets shall be no greater than 2 stories (25’-0”). Table 3.4 Development Standards PA-31 Standard Product Type SFD 2 SFD – Alley 3 Density 4.7-6 du/ac 4 Lot Dimensions Min Lot size 3,000 sf 3,000 sf Min Lot width 40 ft 40 ft Min Lot depth - - Yard Setbacks (Min) Front - Street to building or garage 5 10 ft/18ft N/A Side – Interior 9 5 ft 5 ft Side – Interior 6 7 ft 5 ft Side – Street 7 - 5 ft Side – Alley 5, 8 15 ft N/A Rear - Traditional N/A 3 ft/3 ft Rear - Alley to building 5 or garage 7 - - Patio Covers (Side & Rear) Per PDMC Section 25.40.030 (Projections into Required Setbacks) Per PDMC Section 25.40.030 (Projections into Required Setbacks) Accessory Structures Per PDMC Section 25.40.050 (Accessory Buildings and Structures) - Lot Coverage 9 Max Coverage 60% 65% Parking Spaces Required One Bedroom: 1.25 spaces per unit REFUGE: SPECIFIC PLAN 31 Two Bedroom+: 2 spaces per unit Building Measurements Min separation between buildings 10 ft 8 ft Max height 30 ft 30 ft Max stories 2 10 2 10 1. Up to 70 units (10% of combined PA maximum) may be transferred between PA 2 & 3. 2. Measured from back of curb or sidewalk, if present 3. Including lots that adjoin common area landscape lots. 4. The average density of PA-3 will fall within the range provided. Density range is just an average and may include some lot configurations that will have densities outside the stated range. 5. Measured from back of curb or sidewalk, if present and whichever creates a greater setback. 6. Including lots that adjoin common area landscape lots. 7. Measured from back of curb. 8. 0 ft side yard in paired or zero lot line condition. 9. The percentage of a lot covered by the total square footage of the main building, garage, and/or any accessory buildings that are larger than 150 square feet. 10. Limited to 1-story, and 18 feet in height, when adjacent to, or within 50 feet of, Planning Area 5. REFUGE: SPECIFIC PLAN 32 Table 3.5 Development Standards PA-4 Standard Product Type OS/Rec Density - Lot Dimensions Min Lot size 3 Acres Min Lot width - Min Lot depth - Yard Setbacks (Min) Front - Street to building or garage 20ft Side – Interior - Side – Street - Side – Alley - Rear - Traditional 20ft Rear - Alley to building or garage - Rear-Building to PA-2 Boundary - Patio Covers (Side & Rear) - Accessory Structures Per PDMC Section 25.40.050 (Accessory Buildings and Structures) Lot Coverage Max Coverage - Parking Spaces Required - Building Measurements Min separation between buildings - Max height - Max stories - Max height per story - REFUGE: SPECIFIC PLAN 33 Table 3.6 Development Standards PA-5 Standard Product Type OS Density - Lot Dimensions Min Lot size - Min Lot width - Min Lot depth - Yard Setbacks (Min) Front - Street to building or garage - Side – Interior - Side – Street - Side – Alley - Rear - Traditional - Rear - Alley to building or garage - Rear-Building to PA-2 Boundary - Patio Covers (Side & Rear) - Accessory Structures - Lot Coverage Max Coverage - Parking Spaces Required - Building Measurements Min separation between buildings - Max height - Max stories - Max height per story - REFUGE: SPECIFIC PLAN 34 CHAPTER 4: DESIGN GUIDELINES 4.1 Overview The Refuge is envisioned to be a cohesive residential community featuring right-sized recreation and open space amenities integrated throughout the project. To accommodate a wide variety of lifestyles, the Refuge allows for a range of lot sizes and housing types from conventionally loaded single family detached homes to stacked flat multi-family living. The different product types provide better livability through greater housing options and enhanced aesthetic interest through diversity. The architecture and landscape should be designed to provide a thematic character visually connecting the community. The Specific Plan areas should be developed in a cohesive and integrated manner such that they function as and are recognizable as a single destination. Structures, hardscape, and landscape are all elements that should be considered in order to develop a pleasing and compatible visual identity. The Design Guidelines in this section are intended to serve as the guiding design principles for future neighborhood development at the Refuge. These guidelines provide a flexible set of fundamental principles that will assure an integrated, attractive, and high-quality living environment, and are meant to promote development that is pedestrian-oriented, interconnected, and visually engaging to residents. They are intended to ensure a high level of design quality while providing the flexibility to accommodate changes in consumer preferences, economic conditions, community designs, and the marketplace. As such, the use of “should” equates to strongly encouraged and the use of “shall” means mandatory. 4.2 Design Guidelines There are four planning areas within the Refuge Specific Plan that work together to offer a range of housing types that cater to a variety of life stages and lifestyles. These guidelines are designed to address all structure types within the four planning areas and shall be used as appropriate to the focused housing typology. Projects developed within the Specific Plan should incorporate elements of the City’s Sustainability Plan to the greatest extent practical and utilize design strategies, building materials, and construction methods that are compatible with the Palm Desert climate. General Development Standards • The Project shall be developed in accordance with the City’s Zoning Ordinance, except as otherwise provided by the Refuge Specific Plan. • All improvements constructed on the property shall conform to applicable building ordinances and codes in effect at the time construction occurs. REFUGE: SPECIFIC PLAN 35 • Where the provisions of this Specific Plan conflict with land use or building ordinances, regulations, and/or codes, the provisions of this Specific Plan shall control. Site Planning • All built elements of the Specific Plan area should be developed in a cohesive and integrated manner such that they function as and are recognizable as a single destination. This includes consideration of structures, hardscape, and landscaping that visually tie these elements together in an effective and pleasing manner. • Building frontages shall be located at the front property line where no setback requirement exists, or at the required setback. Where additional setback is necessary or a prevailing setback exists, activate the area with landscape or common area features. • Common open space shall be located at the ground level in a manner that is accessible and visible to residential units, promoting safety and the use of outdoor areas. • All primary residential structures shall be designed ensure that all street-fronting units have a primary entrance facing the street or internal private circulation. • Entries shall be designed according to simple and harmonious proportions in relationship to the overall size and scale of the building. Design entries in proportion to the number of units being accessed. • All pedestrian entries shall incorporate shelter elements. • All multi-story development of two stories or more shall mitigate negative shade/shadow and privacy impacts by stepping back upper floors and avoiding direct views into neighboring single-family yards as feasible. • All proposed residential development within 50 feet of Planning Area 5 shall be no greater than one-story, contained within 18 feet. • Internal circulation should minimize pedestrian/vehicle conflicts to the greatest extent possible. Structures should be linked to sidewalks or paseos. • Structures within Planning Area 1 and Planning Area 2 shall incorporate methods to screen line of sight from residential structures towards the Riverside County Sheriff’s Station. Methods shall include window treatments which are integral to the window construction, such as frosted windows; window films and/or spandrel glass shall be prohibited. Landscaping may be used when permanently maintained. • Where multi-family projects are adjacent to single-family zones, provide a sensitive transition by maintaining a height compatible with adjacent buildings. Mitigate negative shade/shadow and privacy impacts by stepping back upper floors and avoiding direct views into neighboring single-family yards. REFUGE: SPECIFIC PLAN 36 • All exterior façades of the building shall be treated with an equal level of detail, articulation, and architectural rigor when visible from the public right-of-way or common open space. • Long expanses of walls or fences should incorporate openings, changes in materials, texture, and/or landscaping. Fence materials such as chain link, wrought iron spears, barbed wire, wood, and vinyl shall be prohibited. Parking • All single-family residential structures shall be provided a minimum of two covered parking spaces located within an enclosed garage. • All multi-family residential shall be provided a minimum of one covered parking spaces located within an enclosed garage or carport. • A minimum of 50% of all residential parking not located within a garage or carport is recommended to be shaded by landscape shade trees. • Detached and attached garages, carports, and accessory structures shall be designed as integral parts of the project and consistent with the principal structures of the project, and shall match in terms of scale, material, color, and roof form. • Surface parking lots for multi-family developments shall be screened from public streets by a minimum 42” masonry block wall, in combination with desert native landscaping and/or berms. Trees, shrubbery, planter boxes, climbing plants, vines, green walls, or berms can be used to soften views from the public right-of-way. Circulation • Entry roads and street access points to Planning Area 4 shall incorporate features such as contrasting markings, signage, and/or lighting so that pedestrian crossings are visible to moving vehicles during the day and at night. • A continuous pedestrian circulation shall be provided to link all Planning Areas of the Specific Plan with the central communal open space area. • Use ornamental low-level lighting to highlight and provide security for pedestrian paths and entrances. Ensure that all parking areas and pedestrian walkways are illuminated. • Utilize adequate, uniform, and glare-free lighting, such as dark-sky compliant fixtures, to avoid uneven light distribution, harsh shadows, and light spillage. All exterior lighting shall be designed pursuant to Palm Desert Municipal Code Section 24.16. REFUGE: SPECIFIC PLAN 37 • Paseos shall be provided to facilitate pedestrian access to central community amenities, and Planning Areas 4 and 5, such that pedestrians will not need to walk the perimeter of a block to access said amenities. • All paseos shall utilize pedestrian-level lighting, benches, landscaping, shade trees, or special paving so that they are safe and visually interesting spaces. • Entry roads shall be designed with a landscape parkway separating the curb from the sidewalk Streetscape Design Attention to streetscape design enables the community to have a thoughtful aesthetic that promotes character and visual interest. Streetscape design should include the following considerations: • Internal circulation should minimize pedestrian/vehicle conflicts to the greatest extent possible. • Where possible, front doors should be placed along streets, common drive aisles (not including project entries) and common open spaces. o When front doors are along access drives, special attention should be paid to make these entries safe, pedestrian friendly, and attractive. • Streetscene diversity should be encouraged by differing the styles, colors, and materials of the homes. • Wall planes on building façades should be varied to provide movement along the building elevations for visual interest. • Porches or covered entry spaces should be provided for stepped massing and transition from public to private realm. • Low courtyard walls or fences (36 to 40-inches in height) may also be used to transition from public to private realm. • Balconies, color blocking or other features are encouraged to minimize massing. • In planning areas where single family detached homes are contemplated, streetscene diversity should be enhanced by avoiding the placement of the same floorplan, with the same elevation style and color scheme, adjacent to each other or across the street from one another. REFUGE: SPECIFIC PLAN 38 Architectural Principles Architectural detailing of building facades is a key feature of quality design that can truly liven up a streetscene. Paramount to this, however, is applying the right detail that is appropriate to the architectural style. The following are suggested considerations: • All building elements, such as materials and color, detail elements (porches, balconies, courtyards, awnings, surface treatments, and materials), and functional elements (lights, exterior stairs, guardrails, gutters, downspouts, screen walls, electrical enclosures, or similar features) should be integral to the buildings design, consistent with the architectural vernacular of the building, and complement the surrounding neighborhood. • The treatment of entries (doors, vestibules, porches or courtyards) should consider using enhanced trim or details to emphasize these as primary focal points. • Building design should be sensitive and responsive to the varying temperatures and outdoor living opportunities of the Coachella Valley. • All accessory structures should be compatible in design with the primary buildings, and be visually related to the development. Colors and Materials The primary goal of color and materials palettes is to further enhance and define the architectural styles within the Refuge. The composition of color and materials should be applied in a manner that complements building massing and seeks to achieve a harmonious and visually interesting community. The plotting of elevations, color, and material palettes should be selected with the design objectives of avoiding monotony, providing depth and interest through colorful design schemes, and creating character and long-term value. • Selected colors and materials should be appropriate to the styles they represent and used to further differentiate from the other styles. • Building façades should be designed to incorporate the use of contrasting/complementary colors and materials. • The predominant building colors should be chosen to create aesthetically pleasing building elevations with other tones/colors used to accentuate architectural elements/features. • Finish materials should be appropriate in their use and application, be durable, and of high quality. REFUGE: SPECIFIC PLAN 39 • Materials, when included, should be appropriately used in relation to the building style, scale, location, and function. • Architectural screens and accessory structures should be compatible in material, color, and texture to the main buildings. Materials and Finishes The use of complementary building materials can promote a harmonious appearance and provide interest and variety to the selected architectural styles. The following material and finish principles should be considered: • Exterior materials shall consider compatibility with the desert environment. • Use high-quality, durable, low-maintenance materials. • Place lighter materials above materials of a heavier weight. • Material finishes should express permanence and quality. • Use style-appropriate concrete roof tile blends (where appropriate), overly dramatic blends with extreme contrast are prohibited. Cool roof material should be considered. Stucco Stucco finish should project high quality and be appropriate to the architectural style. • All stucco trim details (such as window surrounds, windowsills, roof eaves, column details, lintels, etc.) must be constructed with a level of precision and accuracy to express the authentic execution of the architectural style. • Use clean, crisp and smooth stucco details. • Carefully locate stucco control joints, if applicable, on elevation designs. • Heavy Lace, Light Lace and Spanish Texture stucco finishes are prohibited Wood Wood is a material used in many architectural styles. However, maintenance concerns, a desire for long-term architectural quality, and new high-quality manufactured alternative wood materials make use of real wood material less desirable. Where “wood” is referred to in these guidelines, it can also be interpreted as simulated wood trim with style-appropriate wood texture. REFUGE: SPECIFIC PLAN 40 Massing, Scale and Articulation Building size should be considered during the design phase to determine appropriate massing, scale and articulation. Smaller homes stand to benefit from a simpler, streamlined architectural treatment characterized by stacked massing, simple rooflines, and an acute attention to detail to maximize livable square footage for the residents. Architecture that results in a simplified massing should pay special attention to entries and front façade treatments to enhance the front elevation. Larger structures should incorporate design methods that offer human scale to the building massing as well as articulation to provide visual movement along the primary elevations. • Architectural elements may be used to break up the massing and enhance the pedestrian scale of the building including features that create shadow and relief, balconies, trellises, recesses, overhangs, awnings, and porches. • Multi-story living spaces are permitted per Table 3.2: Development Standards. • When designing two-story homes, “recessed” second story elements are encouraged to create human-scale buildings. Roof Form Roof form is an important design element that conveys the character of the community when observed from both the external edges and the inside of the neighborhoods. • Roof forms are encouraged to reinforce the architectural style of the home. • Roof pitches are encouraged to vary based upon chosen architectural styles. • Flat roofs are permitted where appropriate to the style and location. Architectural Projections (for Multi-Story Structures) As part of the overall composition of a two-story dwelling, balconies or projections provide relief and interest at the second story. Additionally, these elements help shape outdoor rooms. • Covered balconies and living area cantilevers are encouraged when appropriate to the architectural style. • Balconies and projections shall proportionally complement and be integrated into the overall massing of the home. • Architectural projections such as media niches are encouraged to facilitate massing articulation. REFUGE: SPECIFIC PLAN 41 • Opportunities for creating shaded areas and usable outdoor spaces are encouraged. • Multi-story structures adjacent to the sheriff station or existing single family homes shall include step backs to minimize visual intrusion into adjacent uses. Garages Where attached or detached garages are included, the intent is to tie them into the overall project while reducing their visual emphasis. Garage appearance should complement the architectural style of the homes they are accommodating. Some of the following methods may be used to enhance garage facilities (not all have to be included): • Provide different style door patterns (as appropriate to the architectural style). • Provide different colors for garage doors (does not apply to multiple doors in one building). • Include window lites as a door design variation. Carports These structures should be compatible with the style, color and materials of the primary buildings (this may include metal supports). • Prefabricated carport structures are prohibited. Windows Window details differentiate architectural styles and can provide a high level of architectural enrichment. • The selection and proportion of the windows to the façade shall be responsive to the architectural style of the building. Size and shape shall be considered to assure a balanced relationship with the surrounding roof and walls. • Divided lite windows are encouraged and should reflect the architectural style, simulated divided-lite is acceptable. • Non-street-facing and rear yard windows may delete the divided lites. • Attention to window placement is imperative to encourage offsetting windows from adjacent homes. • Windows in Planning Area 1 and 2 which face the neighboring sheriff station shall incorporate window screening which is integrated into the window construction to REFUGE: SPECIFIC PLAN 42 preclude direct line of site from residential units. Use of films as a means of screening is prohibited. Shutters All shutters shall be constructed of durable, climate appropriate materials and be consistent with the architectural style of the structure. • Use only wood or simulated wood material for shutters. • Mount shutters on finished wall material; embedded shutters prohibited. • Match shutter size to the recessed opening window width. • Use material at least one-and-a-half-inch thick so as to provide substantial dimensionality, avoiding a tacked-on appearance. Lighting Appropriate lighting is essential in creating an inviting evening atmosphere for the community. • All lighting shall be non-obtrusive. • Limit all exterior lighting to the minimum necessary for safety. • Shield all exterior lighting to minimize glare and light spill onto adjacent properties. • Use exterior entry lights that complement the architectural style. • Refer to PDMC Section 24.16 for City’s outdoor lighting requirements. Ornamental Details Use details that appear as functional elements and match the architectural style. Screening: • Rooftop equipment such as air conditioning units, antennas and communication equipment, mechanical equipment, and vents shall be fully screened from view by use of a parapet or other architecturally compatible screening. • Place utilities such as gas, electric, and water meters in side yard setbacks or in landscaped areas and out of the line-of-sight from crosswalks or sidewalks to the greatest extent feasible. • Utilities such as power lines, transformers, and wireless facilities should be placed underground or on rooftops when appropriately screened by a parapet. REFUGE: SPECIFIC PLAN 43 • Any mechanical or electrical equipment should be buffered by planting materials in a manner that contributes to the quality of the existing landscaping on the property and the public streetscape. • Trash enclosures shall be located so that they are not visible from the public right-of- way or neighboring properties. Screen outdoor standalone trash enclosures using walls consistent with the architectural character of the primary building(s) and locate them so that they are out of the line-of-sight from public streets. • Noise and odor-generating functions shall be located within enclosed structures so as not to create a nuisance for building residents or adjacent neighbors. Mechanical Equipment Mechanical equipment includes but not limited to: • HVAC equipment, • Gas and electric meters, • Cable/TV panels, • Pool and spa equipment, and • Exterior landscape/lighting equipment. Trash Enclosures and Bins Refuse and recyclable materials storage areas should be designed consistent with the City’s Zoning Code. Enclosures should be provided to accommodate the numbers and types of trash containers as required by the disposal company. • Community enclosures should be positioned in a centrally convenient area for residents but screened to the greatest extent possible. • Trash enclosures areas that can be overlooked from above are suggested to incorporate roof structures to screen the contents of the enclosure from view. o Such roof structures should be designed to allow the doors of the refuse container to fully open. • To enhance safety, lighted person access is recommended at each enclosure. • Individual bins for households should be screened to the greatest extent possible from public view. REFUGE: SPECIFIC PLAN 44 Recreation & Common Facilities Common recreation facilities such as pools, spas, clubhouses, management offices, barbecues and other facilities appropriate to the development may be included. Common recreation facilities should be key character elements for the neighborhood. • All architectural and community elements, such as furnishings, lighting standards, and trash receptacles shall be consistent with the selected overall architectural character for the neighborhood. • Clubhouse and other common buildings should exhibit 360-degree architecture. • Colors, massing, roof pitch, and materials should be compatible with residential buildings or project theme. Site Specific • Planning Area 3 – Lots located along the eastern and southern edges of the Refuge Specific Plan shall be limited to one story. Pitched roof homes in those locations shall be limited to a maximum height of 18’ from the approved pad elevation. Flat roof, or parapet roof structures in those locations shall be limited to a maximum height of 16’ from the approved pad elevation. • Planning Area 1 and 2 – Structures adjacent to the Riverside County Sheriff Station shall incorporate screening which blocks direct line of sight from the residences into the sheriff station property. • Planning Area 2 – Structures adjacent to the public street, and existing single family residential shall be limited to two stories or shall incorporate site-sensitive step backs on upper floors. Direct views into neighboring single-family yards shall be avoided. • All Planning Area – Roof decks shall be prohibited in all areas. • Planning Area 4 – Landscape shade trees shall be provided along the perimeter and throughout the site. On street parking areas shall be provided with shade trees. 4.3 Landscape Design Guidelines The Refuge includes a generous amount of open space to serve the residents. Each planning area will feature a central amenity that includes both passive and active recreational opportunities. The landscape buffer trail in Planning Area 3 will offer a walking path that both contributes to the active amenities of the Refuge and serves as a buffer to the adjacent existing neighborhoods. The community character is further enhanced through landscape elements. Selective plantings reinforce the scale of streetscapes, neighborhoods, and pedestrian spaces. Strategic locations of trees and shrubs define community focal points and soften architectural massing. The landscape design should incorporate the following concepts: REFUGE: SPECIFIC PLAN 45 • Landscape treatments shall maximize the use of native desert and compatible drought-tolerant plant materials. Species must comply with City and Coachella Valley Water District water conservation ordinance requirements. Selecting drought tolerant, native landscaping will limit irrigation needs and conserve water. • Encourage the use of plants as a major design element including using contrasting textures and mass planting of bold or fine plant material. • Use of turf grass should be limited to functional play and active use areas. • Use decorative gravel, decomposed granite, boulders, and similar materials as a texture and design element; size material suitable to remain in place after installation. • As feasible, landscape in or around retention basins to enhance their appearance. • Front yards shall provide a minimum of two 24” box shade trees. This requirement may be reduced to one on-site tree when combined with street trees permanently maintained within landscape areas. • Front yard areas shall provide for a minimum of 60% landscape areas consisting of live plant materials, and a mixture of decomposed granite, cobble, or boulders. • Front yard areas shall be limited to a maximum of 40% paved area for driveways. • On corner lots, the driveway shall be oriented as far from the corner as possible. Walls and Fences Walls and fences should be an integral part of site design, especially in areas of public visibility. Careful consideration shall be given to their placement so as to assure a natural transition between land uses in addition to privacy, where needed. Walls and fencing should be consistent with community visual theme. Lighting Preserve the nighttime dark sky by modulating the number, lumens, casting, and character of exterior light sources. Utilize low intensity, direct and indirect light sources (as appropriate) to the extent required for safety, functionality, and accentuation of landscape design. • Refer to PDMC Section 24.16 for Outdoor Lighting Requirements. • Light fixtures should complement the architecture and enhance the landscape. Irrigation Planting and irrigation design must meet Coachella Valley Water District (CVWD) standards and the State of California Model Efficient Water Ordinance (MELO). REFUGE: SPECIFIC PLAN 46 • Landscape treatments should maximize the use of native desert and compatible drought tolerant plant materials. • Landscape plans must address wind and water erosion issues and demonstrate the water efficiency gained from plant and irrigation systems. • All areas not covered by structures, drives, parking or hardscape should be appropriately landscaped. • The use of turf should be limited to functional play and active use areas. REFUGE: SPECIFIC PLAN 47 CHAPTER 5: PLAN ADMINISTRATION 5.1 Overview This chapter describes the procedures for administration and implementation of the Refuge Specific Plan. The City of Palm Desert Development Services Department shall have the responsibility for plan administration and implementation as established in this chapter. 5.2 Implementation Entitlement approvals and construction permits shall be reviewed by all applicable departments and agencies (Planning Division, Public Works, Building and Safety, Fire, etc.) where necessary to ensure consistency with the Specific Plan, PDCC, and applicable building codes. This Specific Plan establishes the general intent and comprehensive framework for the future development of the Refuge project. However, prior to construction, various implementing approvals are required, as noted below. Specific Plan (SP) - The Specific Plan will cover approximately 106.4 acres to provide comprehensive development guidelines, allowable uses, and standards. The Specific Plan requires public hearings before the Planning Commission and the City Council. Precise Plan (PP) – A Precise Plan application is required for uses specified in Chapter 3 of this Specific Plan showing the site and architectural plans in greater detail for the proposed project. Each PP will require approval by the Planning Commission. Tentative Parcel Map (TPM)/Tentative Tract Map (TTM) – TPM/TTMs are intended to subdivide the property into smaller parcels/lots for development or sale. TPM/TTMs may be filed with each phase of development as necessary in accordance with Chapter 26.20 TENTATIVE MAP of the PDCC. Implementing Tentative Maps need not reflect the exact lotting shown in this Specific Plan so long as they achieve comparable walkability and buffering designs, incorporate the standards and guidelines contained in Chapters 3 and 4, and lie within the total density and dwelling unit ranges shown on Table 2. Each TPM/TTM will require approval by the Planning Commission. 5.3 Administration Administrative Changes - Modifications that are consistent with the purpose and intent of the Refuge Specific Plan are allowed at the discretion of the Development Services Director or designee. Unless the modification is a request in a change of height. Height changes shall require a specific plan amendment. If proposed modifications exceed 15% of deviation from specified standards the changes shall be deemed to require a Specific Plan Amendment necessitating City Council approval. Changes at 15% or under the deviation threshold shall be considered being within substantial conformance and not subject to council approval. Therefore, it is intended that this Specific Plan provide City Staff with the flexibility to interpret the details of project development as well as those items described in general terms in the Specific Plan without requiring a formal Specific Plan Amendment. Furthermore, the director or designee shall also have the authority to approve substantial conformance designations on tentative maps that have been previously approved by the Planning Commission without the need for secondary Planning Commission review. Requests for administrative changes shall be made in writing. If/when it is determined that changes or adjustments are necessary or appropriate, the Development Services Director or REFUGE: SPECIFIC PLAN 48 designee may issue approval. After approval, any such administrative change shall be attached to the Specific Plan as an addendum and may be further changed and amended from time to time as necessary. Representative examples of such changes may include, but are not limited to: The addition of new information to the Specific Plan maps or text that do not substantially change the effect of any regulation. The new information may include more detailed, site- specific information. Changes to infrastructure such as drainage systems, roads, water and sewer systems, etc. Deviations not exceeding 15% of the development regulations set forth in Chapter 3 of this Specific Plan. Transfer of up to 70 units between Planning Areas 2and 3. See Table 2.1. Formal Amendments - If it has been determined that the proposed change is not in conformance with the intent of the current Specific Plan approval, the Specific Plan may be amended in accordance with the procedures set forth in Chapter 25.78.080 of the Palm Desert Municipal Code (PDMC) and require approval by the City Council. 5.4 Interpretation Uses Not Listed - All uses not listed as allowed in this Specific Plan are prohibited. However, the Development Services Director may determine that a use not listed is included within, similar to or comparable to a listed use and, once so determined; it shall be treated in the same manner as a listed use. Application of Standards - Where there is ambiguity between the Specific Plan and the Zoning Code, the Development Services Director shall review pertinent information and determine which code or standard applies. All determinations shall be in writing and shall be attached to the Specific Plan as noted under Administrative Changes, earlier in this section. Maintenance Plan – The maintenance concept is flexible and may be applied to alternative site plans so long as private streets, common area lots, public streetscapes and public sidewalks are designated for private maintenance. Public maintenance is limited to public streets from curb to curb. See Figure 2.9 Maintenance Plan for reference. 5.5 Enforcement The enforcement of the provisions of this Specific Plan shall be by the following: The City of Palm Desert Development Services Department shall enforce the development standards and regulations set forth herein. Any administrative decision or interpretation of this Specific Plan may be appealed to the Planning Commission per Chapter 25.02.040 ADMINISTRATIVE RESPONSIBILITY APPEALS of the PDMC. Likewise, any decision by the Planning Commission may be appealed to the City Council. The City of Palm Desert shall administer the provisions of the Refuge Specific Plan in accordance with the State of California Government Code, Subdivision Map Act, the City of Palm Desert General Plan, and the PDMC. REFUGE: SPECIFIC PLAN 49 The Specific Plan development procedures, regulations, standards, and specifications shall supersede the relevant provisions of the PDMC, as they currently exist or may be amended in the future. All regulations, conditions, and programs contained herein shall be deemed separate distinct and independent provisions of this Specific Plan. In the event that any such provision is held invalid or unconstitutional, the validity of all the remaining provisions of this Specific Plan shall not be affected. Any development regulation and building requirement not addressed in this Specific Plan shall be subject to all relevant City of Palm Desert ordinances, codes, and regulations. NOPARKINGNOPARKING NOPARKING NOPAR KI NG NOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGerald Ford Drive Woodward Drive Portola AvenueShepherd LaneJulie Drive PUBLIC MAINTENANCEPRIVATE MAINTENANCE PRIVATE MAINTENANCE CLR/W SIDEWALK LANDSCAPE AREA R/WGUTTERCURB &GUTTERCURB & LANDSCAPE AREA SIDEWALKIF PRESENTMEDIAN Exhibit Date: October 11, 2022 SPECIFIC PLANREFUGE: MSA Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS MSAConsultinginc.com CONSULTING, INC. MAINTENANCE PLAN FIGURE 2.9 PAGE 50 N.T.S. Source: City of Palm Desert / MSA Consulting, Inc. Public Maintenance Privately Maintained Legend: Project Boundary TYPICAL MAINTENANCE ROAD SECTION N.T.S. Note: Maintenance concept is flexible and may applied toalternative site plans so long as private streets, common area lots,public streetscapes and public sidewalks are designated forprivate maintenance. Public maintenance is limited to publicstreets from curb to curb. REFUGE: SPECIFIC PLAN 51 CHAPTER 6: GENERAL PLAN CONSISTENCY ANALYSIS 6.1 Applicable Land Use Policy Consistency Policy 1.2: Open space preservation. Balance the development of the city with the provision of open space, and especially the hillsides surrounding the City, so as to create both high quality urban areas and high-quality open space. 1.3 Traffic generation. Balance medium and high intensity/density development with pedestrian-oriented and bicycle friendly design features so as to maximize trip and VMT reduction. 1.4 Phasing of public facilities. Require new parks, open spaces and public facilities be constructed concurrent with, or prior to, the development of each Neighborhood. All required parks, open spaces and public facilities should be constructed before 75 percent of the dwelling units are constructed. 1.6 Community Amenities. Balance the impacts of new development, density, and urbanization through the provision of a high-level of neighborhood and community amenities and design features Policy Responses: As addressed in Section 2.4 of the Specific Plan, the project intends to provide for sufficient open space within the residential community via landscaped buffers, a central recreational amenity, and linear paseos to encourage the use of active transportation. Furthermore, planning Areas 4&5 are designated as Open Space & Recreation areas to help provide for high quality open spaces in the city. The walkable/bikeable nature of the circulation system will aid in VMT reductions to access the central amenity and we will work with staff to come to a phasing agreement that is satisfactory to both parties. 2.1 Pedestrian focus. Design the streetscape of high-volume corridors to balance regional traffic flow with pedestrian movement and safety and the unique physical environment of the area. 2.3 Landscaping. Require development projects to incorporate high quality landscaping in order to extend and enhance the green space network of the city. 2.4 Tree planting. Encourage the planting of trees that appropriately shade the sidewalk and improve the pedestrian experience throughout the city. 2.5 Streetscape. Enhance the pedestrian experience through streetscape improvements that could include new street lighting, tree planting, and easement dedications to increase the size of the sidewalks and pedestrian amenities. 2.7 Public gathering spaces. Improve existing and create new gathering spaces throughout the city to provide beautiful, comfortable, and inviting public and pedestrian spaces, encouraging walking and public gathering spaces. REFUGE: SPECIFIC PLAN 52 2.12 Destination Accessibility. Direct the development of new centers, parks, schools, and similar destinations so as to provide all residences within town ¼ mile to at least two amenities. Policy Responses: The pedestrian is a central focus of this project with ease of movement and access at the forefront of design planning. It is the intent to have the project landscaping, trees, and streetscape be inviting, comfortable, and complimentary of each other to provide a high-quality experience. This is also why we are committing to having all residences be located within the desired quarter mile radius of our central recreational amenity to further enhance the accessibility of the destination. 3.1 Complete neighborhoods. Through the development entitlement process, ensure that all new Neighborhoods (areas with a “Neighborhood” General Plan Designation) are complete and well-structured such that the physical layout and land use mix promote walking to services, biking and transit use, are family friendly and address the needs of multiple ages and physical abilities. New neighborhoods should have the following characteristics: • Contain short, walkable block lengths. • Contain a high level of connectivity for pedestrians, bicycles, and vehicles where practicable. • Are organized around a central focal point such as a park, school, civic building, or neighborhood retail such that most homes are no more than one-quarter mile from this focal point. • Have goods and services within a short walking distance. • Contain a diversity of housing types, where possible. • Have homes with entries and windows facing the street. • Have a grid or modified grid street network (except where topography necessitates another street network layout). • Provide a diversity of architectural styles. 3.2 Conventional neighborhood design. Discourage the construction of new residential neighborhoods that are characterized by cul-de-sacs, sound walls, long block lengths, single building and housing types and lack of access to goods and services. 3.3 Variety of types of neighborhoods. Promote a variety of neighborhoods within the City and ensure that neighborhood types are dispersed throughout the City. 3.4 Balanced neighborhoods. Within the allowed densities and housing types, promote a range of housing and price levels within each neighborhood in order to accommodate diverse ages and incomes. For development projects larger than five acres, require that a diversity of housing types be provided and that these housing types be mixed rather than segregated by unit type. REFUGE: SPECIFIC PLAN 53 3.5 Housing affordability. Ensure affordable housing is distributed throughout the City to avoid concentrations of poverty and to be accessible to jobs. 3.7 Walkable neighborhoods. Require that all new neighborhoods be designed and constructed to be pedestrian friendly and include features such as short blocks, wide sidewalks, tree-shaded streets, buildings that define and are oriented to streets or public spaces, traffic-calming features, convenient pedestrian street crossings, and safe streets that are designed for pedestrians, cyclists and vehicles. • Provision of sidewalks. Except within designated rural areas, require sidewalks of at least six feet in width on both sides of streets in neighborhoods and prohibit obstructions that would impede use of the sidewalk. • Block size. Require new neighborhoods to be designed with blocks no longer than 600 to 800 feet. Exceptions can be made if mid-block pedestrian and bicycle connections are provided. 3.10 Shared driveways. Allow and encourage new commercial and residential developments to have common driveways serving multiple units, to minimize the number of curb cuts along any given block to improve pedestrian safety. 3.12 Tree-lined streets. Require trees on both sides of at least 60 percent of new and existing streets within the project and on the project’s side of bordering streets, between the vehicle travel way and walkway at intervals averaging no more than 50-100 feet (excluding driveways and utility vaults). This standard shall apply whenever new streets are constructed or when existing streets and sidewalks are significantly rehabilitated with existing neighborhoods. Ensuring the appropriate revenue stream to provide long term maintenance. 3.13 Shaded sidewalks. Require shade over at least 30 percent of the length of sidewalks on streets within a project. Trees must provide shade within 10 years of landscape installation and should be as water efficient as possible. 3.14 Access to daily activities. Require development patterns such that the majority of residents are within one-half mile walking distance to a variety of neighborhood goods and services, such as supermarkets, restaurants, churches, cafes, dry cleaners, laundromats, farmers markets, banks, hair care, pharmacies and similar uses. 3.15 Access to parks and open spaces. Require the design of new neighborhoods and, where feasible, retrofit existing neighborhoods, so that 60 percent of dwelling units are within a ¼ mile walking distance of a usable open space such as a tot-lot, neighborhood park, community park or plaza/green. 3.16 Neighborhood transitions. Require that new neighborhoods provide appropriate transitions in scale, building type and density between different General Plan designations. 3.17 Gated communities. Strongly discourage the construction of new gated communities except in the Rural or Resort General Plan Designations. 3.18 Soundwalls. Allow the use of soundwalls to buffer new Neighborhoods from existing sources of noise pollution such as railroads and limited access roadways. Prohibit the use of soundwalls to buffer residential areas from arterial or collector streets. Instead design approaches such as building setbacks, landscaping and other techniques shall be used. REFUGE: SPECIFIC PLAN 54 In the case where soundwalls might be acceptable, require pedestrian access points to improve access from the neighborhoods. 3.19 Subdivision gateways. Discourage the use of signs to distinguish one residential project from another. Strive for neighborhoods to blend seamlessly into one another. 3.21 Infill neighborhoods. In existing developed areas of the city, encourage development that repairs connectivity, adds destinations, and encourages complete neighborhoods. This can be achieved by increasing intersection density, reducing block size, providing new community amenities and destinations. Policy Responses: It is the intent of the project to provide for a complete neighborhood as defined by the general plan. As stated, all homes will be within a quarter mile of the central recreational amenity and will incorporate design standards that avoid obstacles to pedestrian activity. The neighborhood will be balanced with a range of densities and housing types as well as varying levels of affordability. The affordable housing component is weaved into the project as well as the surrounding community to avoid concentrations of poverty in one particular area. We will work with city staff to refine conditions and standards that meet the goals and objectives around neighborhood character, streets, gates, soundwalls, signage, and neighborhood connections. 6.2 Applicable Mobility Policy Consistency 1.1 Complete Streets. Consider all modes of travel in planning, design, and construction of all transportation projects to create safe, livable, and inviting environments for pedestrians, bicyclists, motorists and public transit users of all ages and capabilities. 1.2 Transportation System Impacts. Evaluate transportation and development projects in a manner that addresses the impacts of all travel modes on all other travel modes through the best available practices. 1.3 Facility Service Levels. Determine appropriate service levels for all modes of transportation and develop guidelines to evaluate impacts to these modes for all related public and private projects. 1.6 Emergency Vehicle Access. Evaluate the impacts of transportation network changes on emergency vehicle access and response times. 3.4 Access to Development. Require that all new development projects or redevelopment projects provide connections from the site to the external pedestrian network. 6.1 Fair Share Costs. Require that new development pay for its fair share of construction costs related to new and/or upgraded infrastructure needed to accommodate the development. Policy Responses: The proposed project recognizes the need for alternative methods of travel which is why we have proposed an internal project street network and that allows for the safe and efficient travel of nonmotorized traffic that feeds out to the existing circulation system. Furthermore, we will work with city staff to ensure emergency vehicles have access to the property by abiding by all applicable building codes and regulations as well as providing for the projects’ needed infrastructure fair share costs. REFUGE: SPECIFIC PLAN 55 6.3 Applicable Health and Wellness Policy Consistency 1.8 New development. Ensure that new residential developments provide adequate on- site recreational and open space amenities consistent with the values and standards of the community and the needs of new development. Policy Response: As previously stated, the proposed project will provide adequate on site recreational and open space for new Palm Desert residents. 6.4 Applicable Environmental Resources Policy Consistency 1.2 Landscape design. Encourage the reduction of landscaping water consumption through plant selection and irrigation technology. 1.3 Conservation performance targeted to new construction. Incentivize new construction to exceed the state’s Green Building Code for water conservation by an additional 10 percent. 2.1 View corridor preservation. Protect and preserve existing, signature views of the hills and mountains from the city. 3.1 Open space network. Require new development to comply with requirements of the CVMSHCP. 3.2 Grading and vegetation removal. Limit grading and vegetation removal of new development activities to the minimum extent necessary to reduce erosion and sedimentation. 4.3 Landscape design. Continue to encourage new developments to incorporate native vegetation materials into landscape plans and prohibit the use of species known to be invasive according to the California Invasive Plant Inventory Policy Responses: The applicant intends to comply with all CVMSHCP and CALGREEN requirements as well as be a proactive partner in finding solutions to ensure landscape design is well thought out and water conscious as well as ensuring that scenic views are taken into consideration during the planning process. 6.1 Passive solar design. Require new buildings to incorporate energy efficient building and site design strategies for the desert environment that include appropriate solar orientation, thermal mass, use of natural daylight and ventilation, and shading. 6.3 Energy Efficient Buildings. Encourage new buildings and buildings undergoing major retrofits to exceed Title 24 energy efficiency standards. 6.4 Community development–subdivisions. When reviewing applications for new subdivisions, require all residences be oriented along an east west access, minimizing western sun exposure, to maximize energy efficiency. 7.3 Reducing GHG emissions. In consulting with applicants and designing new facilities, prioritize the selection of green building design features that enhance the reduction of greenhouse gas emissions. 7.4 Heat Island reductions. Require heat island reduction strategies in new developments such as light-colored cool roofs, light-colored paving, permeable paving, right-sized parking requirements, water efficient vegetative cover and planting, substantial tree REFUGE: SPECIFIC PLAN 56 canopy coverage, south and west side water-efficient tree planting, and shaded asphalt paving. 8.5 Construction-related emissions. Require construction activities, including on-site building and the transport of materials, to limit emissions and dust 9.1 Disturbance of human remains. In areas where there is a high chance that human remains may be present, the City will require proposed projects to conduct a survey to establish occurrence of human remains, if any. If human remains are discovered on proposed project sites, the project must implement mitigation measures to prevent impacts to human remains in order to receive permit approval. 9.2 Discovery of human remains. Require that any human remains discovered during implementation of public and private projects within the City be treated with respect and dignity and fully comply with the California Native American Graves Protection and Repatriation Act and other appropriate laws. 9.3 Tribal coordination. Require notification of California Native American tribes and organizations of proposed projects that have the potential to adversely impact cultural resources. 9.4 Protected sites. Require sites with significant cultural resources to be protected. 10 Mitigation and preservation of cultural resources. Require development to avoid archaeological and paleontological resources, whenever possible. If complete avoidance is not possible, require development to minimize and fully mitigate the impacts to the resource Policy Responses: The applicant will work with city staff to make strides towards ecological responsibility with respect to reductions in GHG emissions, solar design, energy efficiency and heat island mitigation. Furthermore, we remain committed to respecting sensitive resources including tribal resources by diligently following CEQA related requirements, mitigation, and monitoring. 6.5 Applicable Noise Policy Consistency 1.1 Noise Compatibility. Apply the City of Palm Desert’s Noise Compatibility Matrix, as a guide for planning and development decisions. The City will require projects involving new development or modifications to existing development to implement mitigation measures, where necessary, to reduce noise levels to at least the normally compatible range in the City’s Noise Compatibility Matrix. Mitigation measures should focus on architectural features and building design and construction, rather than site design features such as excessive setbacks, berms and sound walls, to maintain compatibility with adjacent and surrounding uses 1.3 Mixed Use. Require that mixed-use structures and areas be designed to prevent transfer of noise from commercial uses to residential uses, and ensure a 45 dBA CNEL level or lower for all interior living spaces. Policy Responses: The applicant will work to ensure the recreational amenity as a central portion of the project does not create adverse noise impacts for new residents and that construction noise is controlled to the greatest extent possible. REFUGE: SPECIFIC PLAN 57 6.6 Applicable Safety Policy Consistency 3.1 Flood Risk in New Development. Require all new development to minimize flood risk with siting and design measures, such as grading that prevents adverse drainage impacts to adjacent properties, on-site retention of runoff, and minimization of structures located in floodplains. Policy Response: As part of the entitlement process the applicant shall submit preliminary and precise grading plans that takes into account adverse drainage impacts, retention, runoff, and floodplains. The applicant shall cooperate with the city to ensure satisfactory standards are met. 6.7 Applicable Public Utilities and Services Policy Consistency 1.1 Stormwater infrastructure for new development. Require development projects pay for their share of new stormwater infrastructure or improvements necessitated by that development (regional shallow groundwater). 1.2 On-site stormwater retention and infiltration. Whenever possible, stormwater shall be infiltrated, evapotranspirated, reused or treated onsite in other ways that improve stormwater quality and reduce flows into the storm drain system. 1.3 Groundwater infiltration. Encourage the use of above-ground and natural stormwater facilities in new development and redevelopment, such as vegetated swales and permeable paving. 2.2 Sewer infrastructure for new development. Require development projects to pay for their share of new sewer infrastructure or improvements necessitated by that development. 3.4 Water infrastructure for new development. Require development projects to pay for their share of new water infrastructure or improvements necessitated by that project. 7.2 Review of new development. Work with the Riverside County Sherriff’s Department and the Riverside County Fire Department to review and modify development proposals to incorporate defensible space, Crime Prevention Through Environmental Design (CPTED), and other public safety design concepts into new development. Policy Responses: The applicant will comply with any needed associated fees as it pertains to stormwater infrastructure, retention, as well as sewer and water infrastructure. Furthermore, given the proximity of the project to the Riverside County Sheriff’s station along Gerald Ford we anticipate working closely with them to review all proposals for public safety best practices and compliance. 1LOT "F"2,414 SF0.06 AC.NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARGERALD FORD DRIVE6,365 SFLOT "B"89,128 SF2.05 AC.LOT "A"50,362 SF1.16 AC.LOT "A"LOT "C"9,099 SF0.21 AC.LOT "D"208,496 SF / 4.79 AC.STREET "C" STREET "D"STREET "E"STREET "L"STREET "K"26,365 SF36,365 SF46,365 SF56,365 SF66,365 SF76,365 SF86,365 SF3248,542 SF3237,886 SF3227,886 SF3218,530 SF3258,390 SF3267,800 SF3277,800 SF3288,438 SF1076,360 SF1087,035 SF1106,000 SF1096,630 SF1066,360 SF1116,000 SF1056,360 SF1126,000 SF1046,360 SF1136,000 SF1036,360 SF1146,000 SF1026,890 SF1156,500 SFSTREET "M"716,742 SF726,736 SF736,731 SF746,725 SF756,720 SF766,714 SF776,708 SF786,703 SF796,697 SF806,692 SF816,686 SF826,961 SF936,360 SF966,000 SF926,360 SF976,000 SF916,360 SF986,000 SF906,360 SF996,000 SF896,360 SF1006,000 SF1016,500 SFSTREET "F"3306,600 SF3296,581 SF3316,600 SF3326,481 SF3336,074 SF33411,876 SF3358,954 SF3366,338 SF3376,600 SF3386,600 SF3398,019 SF947,035 SF956,630 SF846,600 SF838,299 SF856,600 SF866,600 SF876,600 SF886,600 SFLOT "D"3,855 SF / 0.09 AC. 3,855 SF / 0.09 AC.LOT "G"2,865 SF / 0.07 AC.STREET "B"340622,357 SF14.29 AC.60'100'60'100'60'100'60'100'60'100'60'100'60'100'60'100'65'100'65'100'60'106'60'106'60'106'60'106'60'106'60'106'60'106'60'106'60'106'60'106'52'21 ' 91'67'106'107'63'107'63'107'63'107'63'107'63'107'63'106'63'107'63'106'63'106'63'106'63'106'63'106'63'106'63'106'63'106'63' 63'106'21'59'110'60'110'60'110'60'110'60'110'60'110'60'110'60'110'60'110'60'110'60'110'67'85'21'52'100'60'100'60'100'130'60'7'125'65'131'65'126'7'60'131'60'131'60'130'60'130'60'130'60'130'60'131'60'131'60'130'65'131'65'119'16'54'130'65'21'52'60'60'103'60'110'106'60'106'60'106'60'106'60'106'60'106'60'106'60'106'60'106'60'106'60'106'60'106'60' 60' 60'60'60'60'60'60'60'52'21'60'60'60'60'60'60'106'60'106'60'106'60'106'60'100'60'100'65'100'65'100'65'106'65'106'107'63' 63'107'63'107'63'107'63'107'63'67'85'21'52'100'52'21'91'67'106'60'106'60'106'60'100'60'100'60'100'60'100'60'106'60'106'60'106'60'106'60'100'60'100'60'100'60'100'110'60'104'9'54'110'60'110'60'110'60'110'60' 60'103'136'81'108'35 '122'136'47'100'60'100'60'110'60'110'60'110'60'110'60'110' 95'74'110'59'21 ' 8 0' STREET "A" 10'36'10' 10'36'10' 10'36'10' 54'LOT "E"3,296 SF0.08 AC.540'536'90'650'1N 89°54'53" E 274.39'N 00°03'36" E 353.99'N 89°56'24" W 539.40'N 89°55'16" E 505.02'N 00°03'39" E 1729.62' N 00°03'36" E 81.78'50'233'N 00°01'09" W 3332.57'10'36'10'10'36'10'30'15' 20'10'20'20'10'20' 12'STREET "B"30'15'8'44'8'60'24' 12' 24' 72' 56' 56'56' 10'36'10' 56'56'CONDOMINIUMCCCCBFCCAACC56'EX. PROJECT BOUNDARY& LOT LINEEX. PROJECT BOUNDARY& LOT LINEEX. PROJECT BOUNDARY& LOT LINE PROP. 24'FIRE ACCESSPROP. R/W (TYP.)PROP. C/L (TYP.)PROP. CURB (TYP.)PROP. CONDOMINIUMBOUNDARY & LOT LINEPROP. RAISED MEDIAN102'38'85'134'53'38'66'614'492'R = 300.0'R = 300.0'60'106'60'106'JULIE LANEPE 292.1PE 292.3PE 292.5PE 292.7PE 292.9PE 293.2PE 293.4PE 292.6PE 292.8PE 293.0PE 293.2PE 296.3PE 297.2PE 298.0PE 298.8PE 312.8PE 314.0PE 309.2PE 310.0PE 311.4PE 308.3PE 310.0PE 307.4PE 308.6PE 306.5PE 307.3PE 305.5PE 306.0PE 304.6PE 310.2PE 311.2PE 312.2PE 313.3PE 314.3PE 315.3PE 316.3PE 317.3PE 318.4PE 319.3PE 319.7PE 320.2PE 315.8PE 312.8PE 313.7PE 311.4PE 311.6PE 310.0PE 309.5PE 308.6PE 307.4PE 307.3PE 305.9PE 298.1PE 298.8PE 297.3PE 296.4PE 295.8PE 295.3PE 295.0 PE 294.6PE 294.1PE 293.6 PE 293.1PE 317.7PE 314.0PE 315.6PE 317.7PE 313.5 PE 311.4 PE 309.3 PE 307.2 76'PROP. R/W PERTTM 37993FGERALD FORD DRIVENOPARK INGNOPARKINGNOPARKING NOPARKINGNOPARKINGCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARSHEET 2SHEET 1SECTION A-ASTREET "A"(PUBLIC ROAD)N.T.S.22'60'22'R/WPROP.R/WPROP.30'30'8'8'CLA.C. PAVEMENTOVER A.B.2%2%PROP. CURB & GUTTERPROP. SIDEWALKPROP. SIDEWALKPROP. CURB & GUTTER6'6'PROP. LANDSCAPE AREAPROP. LANDSCAPE AREASECTION B-BPORTION OF STREET "B"(PUBLIC ROAD)N.T.S.26'72'26'R/WPROP.R/WPROP.36'36'10'10'CLA.C. PAVEMENTOVER A.B.2%2%PROP. BARRIER CURBPROP. SIDEWALKPROP. SIDEWALKPROP. BARRIER CURB12'20'20'PROP. RAISEDMEDIANPROP.PROP.6'6'PROP. CURB & GUTTERPROP. LANDSCAPE AREAPROP. CURB & GUTTERPROP. LANDSCAPE AREAN.T.S.SECTION C-CPORTION OF STREET "B", "C" THRU "M"(PUBLIC ROAD)N.T.S.18'56'18'R/WPROP.R/WPROP.28'28'10'10'CLA.C. PAVEMENTOVER A.B.2%2%6'6'PROP. SIDEWALKPROP. CURB & GUTTERPROP. CURB & GUTTERPROP. SIDEWALKPROP. LANDSCAPE AREAPROP. LANDSCAPE AREASECTION D-DPORTION OF "C"(PUBLIC ROAD)N.T.S.15'43.5'9'R/WPROP.R/WPROP.15.5'28'10'CLA.C. PAVEMENTOVER A.B.2%9'19'6'AMENITY CENTER PARKINGPARALLELPARKING2%PROP. SIDEWALKPROP. CURB & GUTTERPROP. CURB & GUTTERPROP. LANDSCAPE AREASECTION E-EALLEY "A" THRU "H"(PRIVATE ROAD)N.T.S.25'R/WPROP.R/WPROP.12.5'12.5'CLA.C. PAVEMENTOVER A.B.2%2%PROP. MOW STRIPPROP. MOW STRIP3'3'P.U.E.PROP.P.U.E.PROP.NOPARKINGNOPARKINGNOPARKING NOPARKINGNOPARKING COMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARPH. APH. 1PH. 3PH. 2PH. 4PH.PH. 5PH. 6PH. 78SECTION F-FPORTION OF JULIE LANE(PUBLIC ROAD)N.T.S.26'76'26'TTM 37993PROP. R/W PERTTM 37993PROP. R/W PER38'38'12'12'CLA.C. PAVEMENTOVER A.B.2%2%PROP. BARRIER CURBPROP. SIDEWALKPROP. SIDEWALKPROP. BARRIER CURB12'20'20'PROP. RAISEDMEDIAN6'6'PROP. CURB & GUTTERPROP. CURB & GUTTERPROP. LANDSCAPE AREAPROP. LANDSCAPE AREAMSA CONSULTING, INC.Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comSHEETSHEETS2OF1EASTNORTHSOUTHWESTCENTERLINEEASEMENTEXISTING(E)(N)(S)(W)C/LESMT.EX.ABBREVIATIONSACREAGEACCURB AND GUTTERC&GASSESSORS PARCEL NUMBERAPNE/P EDGE OF PAVEMENTA.C. ASPHALT CONCRETEMIN. MINIMUMMAX. MAXIMUMEXISTING IRRIGATIONEXISTING GASEXISTING EASEMENTEXISTING ELECTRICEXISTING IRRIGATION DRAIN LINEEXISTING CABLEEXISTING CONTOURSEXISTING SPOT ELEVATIONSLEGENDXEXISTING EASEMENT DELTAEXISTING LOT LINEEXISTING TELEPHONEBOUNDARYBNDRYEXISTING EDGE OF PAVEMENTM.B. MAP BOOKNUMBERPROPOSEDRIGHT OF WAYTYPICALNO.PROP.R/WTYP.P.U.E. PUBLIC UTILITY EASEMENTSF SQUARE FEETRADIUSRSTANDARDSTD.P/L PROPERTY LINEN.T.S. NOT TO SCALER-L LOW DENSITY (RESIDENTIAL)UG UNDERGROUNDOVERHEADO/HOPEN SPACE / PARKSOS/PPPAGEPG.EXISTING OVERHEAD TELEPHONEEXISTING SEWEREXISTING RIGHT OF WAYPROPOSED CURBPROPOSED EASEMENTEXISTING CITY / COUNTY LIMITSEXISTING SEWER FORCE MAINEXISTING WATERPROPOSED LOT LINEPROPOSED RIGHT OF WAYPROPOSED AND EXISTING CENTER LINETENTATIVE TRACT MAP BOUNDARYTENTATIVE TRACT MAP NO. 38434DATA TABLEASSESSOR'S PARCEL NUMBER:694-310-002, 694-310-003 & 694-310-006EXHIBIT DATE: OCTOBER 11, 2022SOURCE OF TOPOGRAPHY:ADDRESS:INLAND AERIAL SURVEYS, INC.7117 ARLINGTON AVENUE, SUITE "A"RIVERSIDE, CALIFORNIA 92503DATE OF TOPOGRAPHY:OCTOBER 26, 2016TELEPHONE:(951) 687-4252PUBLIC UTILITY PURVEYORS:SOUTHERN CALIFORNIA EDISONSOUTHERN CALIFORNIA GAS COMPANYFRONTIER COMMUNICATIONSCOACHELLA VALLEY WATER DISTRICTSPECTRUMCOACHELLA VALLEY WATER DISTRICTUNDERGROUND SERVICE ALERTEXISTING GROSS & NET ACREAGE93.56 AC.EXISTING ZONING:PROPOSED ZONING:EXISTING GENERAL PLAN LAND USE:PROPOSED GENERAL PLAN LAND USE:PLANNED RESIDENTIALPLANNED RESIDENTIALTOWN CENTER NEIGHBORHOODLAND USE DESCRIPTION:ACREAGE:PROPOSED PRIVATE OPEN SPACE LOTS (LOTS "A" THRU "AA")14.15 AC.14.29 AC.PROPOSED PRIVATE CONDOMINIUM LOT (LOT 340)1EXISTING EASEMENT NOTES:ZONE "X": AREA OF MINIMAL FLOOD HAZARDAS SHOWN ON RIVERSIDE COUNTY, CALIFORNIA, FLOOD INSURANCE RATE MAPS,COMMUNITY PANEL MAP NUMBER 06065C1595GFEMA FLOOD ZONE DESIGNATION:EFFECTIVE DATE: AUGUST 28, 2008.APPLICANT /ADDRESS:CONTACT:1775 SKY PARK EAST, SUITE 101IRVINE, CALIFORNIA 92614MARC KLEIMANEXHIBIT PREPARER:ADDRESS:MSA CONSULTING, INC.34200 BOB HOPE DRIVERANCHO MIRAGE, CALIFORNIA 92270CONTACT:PAUL DEPALATIS, AICPTELEPHONE:(760) 320-9811REVISIONSNO. DATEUPDATED & ADDRESSED PLAN CHECK COMMENTS FROM CITY.1 08/22/2022LIQUEFACTION:MODERATE LIQUEFACTION ZONENOTES:1.TOWN CENTER NEIGHBORHOODIN THE CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIALEGAL DESCRIPTION:(760) 324-4991(800) 427-2200(800) 921-8101(760) 398-2651(877) 719-3278(760) 398-2651(800) 227-2600DESCRIPTIONELECTRIC:GAS:TELEPHONE:WATER:CABLE:SEWER:USA:A PORTION OF THE EAST HALF OF SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST,SAN BERNARDINO MERIDIAN.LAND OWNER:THIS MAP INCLUDES THE ENTIRE CONTIGUOUS OWNERSHIP OF THE LAND DIVIDER.2. THERE ARE NO EXISTING DWELLINGS, BUILDINGS, OR OTHER STRUCTURES KNOWN ONTHIS PROPERTY.REFUGE PALM DESERT, LLCFOR ROADWAY AND PUBLIC UTILITY PURPOSES, PER DOCUMENT NO. 86352,REC. 10/15/1960, O.R. (PLOTTED HEREON)AN EASEMENT UP TO 50' RESERVATION IN FAVOR OF THE UNITED STATES OF AMERICA,PROPOSED PRIVATE STREETS (STREETS "A" THRU "M", ALLEYS "A" THRU "H")21.49 AC.PROPOSED PRIVATE RESIDENTIAL LOTS (LOTS 1 THRU 339)43.63 AC.N.T.S.VICINITY MAPBOB HOPE DRIVE GERALDRAMON ROADFRANKMONTEREY PORTOLA AVENUE AVENUE DINAH SHORECOUNTRY CLUB DRIVEINTERSTATE 10CITY OFRANCHOCOOK STREET MIRAGECITY OFPALMDESERTDRIVESINATRA DR.FORD DRIVESITEINDEX MAPSCALE: 1" = 300'2FOR ROADWAY AND PUBLIC UTILITY PURPOSES, PER BK. 4811, PG. 137, REC. 05/06/1959, O.R.(PLOTTED HEREON)AN EASEMENT UP TO 33' RESERVATION IN FAVOR OF THE UNITED STATES OF AMERICA,SHEET MATCHLINE - SEE SHEET NO. 2PHASING MAPSCALE: 1" = 350'UPDATED & ADDRESSED PLAN CHECK COMMENTS FROM CITY.2 10/11/2022 R:\2667\Acad\Planning\Tentative Map\2667 TTM 38434.dwg, 10/11/2022 12:07:10 PM, dgallerani, MSA Consulting, Inc. 2,414 SF0.06 AC.CALLEY "D"ALLEY "C"ALLEY "B"ALLEY "A"STREET "C"ALLEY "E"ALLEY "F"ALLEY "G"ALLEY "H"LOT "U"10,500 SF / 0.24 AC.LOT "W"10,500 SF / 0.24 AC.LOT "S"10,500 SF / 0.24 AC.LOT "AA"14,220 SF0.33 AC.LOT "M"10,500 SF / 0.24 AC.LOT "O"10,500 SF / 0.24 AC.LOT "K"10,500 SF / 0.24 AC.STREET "K"STREET "J"76,365 SF86,365 SF96,365 SF106,365 SF117,425 SF127,425 SF137,425 SF147,425 SF157,425 SF167,425 SF177,425 SF187,425 SF197,425 SF207,425 SF217,425 SF227,425 SF237,425 SF247,425 SF257,425 SF3206,900 SF3196,240 SF3076,630 SF3086,000 SF3186,240 SF3096,000 SF3176,240 SF3106,000 SF3166,240 SF3116,000 SF3156,240 SF3126,000 SF3146,240 SF3136,000 SF1166,240 SF1296,000 SF1176,240 SF1286,000 SF1186,240 SF1276,000 SF1196,240 SF1266,000 SF1206,240 SF1256,000 SF1216,240 SF1246,000 SF1226,900 SF1236,630 SFSTREET "I"STREET "H"STREET "G"STREET "F"267,425 SF277,425 SF287,425 SF297,425 SF307,425 SF317,425 SF327,425 SF467,636 SF477,631 SF487,625 SF497,620 SF507,614 SF517,608 SF527,603 SF537,597 SF547,592 SF557,586 SF567,580 SF577,575 SF587,569 SF597,564 SF607,558 SF617,552 SF627,547 SF637,541 SF647,535 SF657,528 SF667,522 SF676,496 SF686,758 SF696,753 SF706,747 SF716,742 SF726,736 SF6,731 SF1957,420 SF1967,420 SF2047,000 SF2037,000 SF1947,420 SF2057,000 SF1977,420 SF2027,000 SF1987,420 SF2017,000 SF1997,723 SF2007,280 SF2427,420 SF2317,000 SF2417,420 SF2327,000 SF2407,420 SF2337,000 SF2397,420 SF2347,000 SF2387,420 SF2357,000 SF2377,723 SF2367,280 SFSTREET "M"LOT "D"LOT "D"LOT "D"2107,420 SF2117,723 SF2097,420 SF2087,420 SF2077,420 SF2067,420 SF2307,420 SF2297,420 SF2287,420 SF2277,420 SF2267,420 SF2137,000 SF2127,280 SF2147,000 SF2157,000 SF2167,000 SF2177,000 SF2197,000 SF2207,000 SF2217,000 SF2227,000 SF2237,000 SF2187,000 SF2257,723 SF2247,280 SF377,700 SF387,700 SF397,700 SF367,700 SF357,700 SF347,700 SF338,019 SF407,700 SF417,700 SF427,700 SF437,700 SF447,700 SF458,019 SF1933,713 SF1923,400 SF1793,400 SF1783,400 SF1773,400 SF1763,400 SF1633,400 SF1623,400 SF1613,400 SF1603,400 SF1473,400 SF1463,400 SF1453,400 SF1443,400 SF1313,400 SF1303,330 SFSTREET "C" STREET "C"2433,713 SF2443,400 SF2573,400 SF2583,400 SF2593,400 SF2603,400 SF2733,400 SF2743,400 SF2753,400 SF2763,400 SF2893,400 SF2903,400 SF2913,400 SF2923,400 SF3053,400 SF3063,330 SF1323,214 SF1333,220 SF1343,220 SF1353,220 SF1363,220 SF1373,108 SF1433,194 SF1423,200 SF1413,200 SF1403,200 SF1393,200 SF1383,200 SF1483,194 SF1493,200 SF1503,200 SF1513,200 SF1523,200 SF1533,200 SF1593,194 SF1583,200 SF1573,200 SF1563,200 SF1553,200 SF1543,200 SF1643,194 SF1653,200 SF1663,200 SF1673,200 SF1683,200 SF1693,200 SF1753,194 SF1743,200 SF1733,200 SF1723,200 SF1713,200 SF1703,200 SF1803,194 SF1813,200 SF1823,200 SF1833,200 SF1843,200 SF1853,200 SF1913,394 SF1903,400 SF1893,400 SF1883,400 SF1873,400 SF1863,287 SF2503,287 SF2493,400 SF2483,400 SF2473,400 SF2463,400 SF2453,394 SF2513,200 SF2523,200 SF2533,200 SF2543,200 SF2553,200 SF2563,194 SF2663,200 SF2653,200 SF2643,200 SF2633,200 SF2623,200 SF2613,194 SF2673,200 SF2683,200 SF2693,200 SF2703,200 SF2713,200 SF2723,194 SF2823,200 SF2813,200 SF2803,200 SF2793,200 SF2783,200 SF2773,194 SF2833,200 SF2843,200 SF2853,200 SF2863,200 SF2873,200 SF2883,194 SF2983,200 SF2973,200 SF2963,200 SF2953,200 SF2943,200 SF2933,194 SF2993,108 SF3003,220 SF3013,220 SF3023,220 SF3033,220 SF3043,214 SFLOT "I"3,855 SF / 0.09 AC. LOT "H"3,855 SF / 0.09 AC.LOT "J"2,125 SF / 0.05 AC.LOT "L"2,125 SF / 0.05 AC.LOT "N"2,125 SF / 0.05 AC.LOT "P"2,125 SF / 0.05 AC.LOT "X"2,125 SF / 0.05 AC.LOT "V"2,125 SF / 0.05 AC.LOT "T"2,125 SF / 0.05 AC.LOT "R"2,125 SF / 0.05 AC.LOT "Z"4,617 SF / 0.11 AC. LOT "Y"4,617 SF / 0.11 AC.7'125'126'7'60'100'60'100'60'100'60'100'60'100'60'100'60'100'60'100'60'100'60'100'60'100'60'100'67'100'52'21 ' 85'21'52'104'67'89'60'104'60'104'106'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'60'106'60'106'60'106'60' 60'106'60'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'75'35'80'35'75'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'74'100'59'21 ' 85'21'59'106'74'91'70'100'70'100'70'106'70'106'70'100'70'100'70'106'70'106'70'100'70'100'70'106'70'106'70'100'70'100'70'106'70'106'70'106'70'106'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'74'85'21'59'100'59'21 ' 91'74'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'21'59'110'74'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'70'110'59'21 ' 95'74'110'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'21'59'106'74'91'74'100'59'21 ' 85'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'74'85'21'59'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'100'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'59'21 ' 91'74'106'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'70'106'106'70'106'70'106'70'106'70'106'70'106'70'106'106'70'106'70'106'70'106'70'106'70'106'70' 70'106'70'106'70'106'70'106'70'106'70'106'70'109'70'109'109'70'109'70'109'70'109'70'109'70'109'70'109'70'109'70'109'70'109'70'109'70'109'70'108'70'109'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'70'108'108'70'108'70'108'70'107'70'108'70'107'61'107'61'107'63'107'63'107'63'107'63'67'85'21'52'100'60'100'60'100'60'100'60'100'60'100'60'100'60'100'60'100'60'100'60'100'60'100'60'100'60'104'60'104'60'104'60'104'60'104'60'104'60'104'60'104'60'104'60'104'60'104'60'104'52'21 ' 89'67'104'107'63'107'63'60'104'60'104'60'104'60'104'60'104'60'104'60'104'60'104'60'104'60'104'40'80'35'75'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'35'80'40'75'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'35'80'40'75'40'80'35'75'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'85'40'85'40'85'40'85'40'85'40'85'40'70'21 ' 26' 41'40'75'35'81'40'81'40'81'40'81'40'81'40'81'40'81'40'81'40'81'21'25'81'40'66'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'35'75'40'80'85'40'85'40'85'40'85'40'85'40'85'40' 40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'35'75'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'75'35'80'85'40'85'40'85'40'85'40'40'75'35'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'85'25'21 ' 70'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'35'80'40'85'85'30'21'70'45'85'40'85'40'85'45'70'21 ' 30'85'40'85'40'85'40'85'40'85'40'85'40'35'85'40'80'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'85'40'70'21'25'85'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'35'75'21'70'41'85'26'85'40'85'40'85'40'85'40'85'40'85'40'35'40'75'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'40'80'25'21 ' 66'40'81'40'81'40'81'40'81'40'81'40'81'40'81'40'81'40'81'40'81'35'75'60'65'107'63'107'63'107'63'107'63' 63'107'63'21'52' 60'60'60'60'104'9' 95' 70' 70'85'10'36'10'10'36'10'10'36'10'10'36'10'10'36'10' 70'9'9 'AMENITY CENTER139,500 SF3.20 AC.LOT "Q"9'9 '9'9'9'9 '9'9'9'9'9'9'9'9'WOODWARD DRIVEN 00°01'09" W 3332.57' N 00°02'47" E 1332.86'N 89°53'06" E 1323.12'10'36'10'10'36'10'10'36'10'24'36'56'56'56' 56'56'56'56'56'CCCCC25'25'25'25' 25'25'25'25'EEEEEE10'36'10'56'CCCCEX. PROJECT BOUNDARY& LOT LINEEX. PROJECT BOUNDARY& LOT LINE DDDD60'106'60'106'106'70' 70'106'70' 70'3'3'3'3'3'3'PROP. P.U.E. (TYP.)PROP. P.U.E. (TYP.)PROP. P.U.E. (TYP.)PROP. P.U.E. (TYP.)PE 293.4PE 293.7PE 293.9PE 294.1PE 294.3PE 294.6PE 294.8PE 295.1PE 295.3PE 295.7PE 295.9PE 296.2PE 296.4PE 296.6PE 296.9PE 297.1PE 297.4PE 297.7PE 298.0PE 298.8PE 295.2PE 296.3PE 295.4PE 296.1PE 297.5PE 296.9PE 298.6PE 297.6PE 299.8PE 298.3PE 300.9PE 299.1PE 302.1PE 299.8PE 304.6PE 301.7PE 305.5PE 302.4PE 306.5PE 303.1PE 307.4PE 303.9PE 308.3PE 304.6PE 309.2PE 305.3PE 310.0PE 306.0PE 298.2PE 297.5PE 298.7PE 298.9PE 299.2PE 299.4PE 299.6PE 303.3PE 303.1PE 303.3PE 303.9PE 303.9PE 303.6PE 303.9PE 304.4PE 304.4PE 304.0PE 304.6PE 305.2PE 305.7PE 306.3PE 306.8PE 307.4PE 308.0PE 308.5PE 308.5PE 308.0PE 307.6PE 307.1PE 307.1PE 308.1PE 309.2PE 310.2PE 311.2PE 312.2PE 301.8PE 302.2PE 301.8PE 302.1PE 301.3PE 301.4PE 302.6PE 302.5PE 303.1PE 302.8PE 303.5PE 303.1PE 300.2PE 300.5PE 299.8PE 300.2PE 299.3PE 299.8PE 298.9PE 299.5PE 298.5PE 299.1PE 298.0PE 298.8PE 298.8PE 302.8PE 303.1PE 302.5 PE 302.1 PE 301.8 PE 301.4PE 300.5PE 300.2 PE 299.8 PE 299.5 PE 299.1PE 302.4PE 302.6PE 302.1PE 301.9PE 301.6 PE 301.4PE 300.8PE 300.5 PE 300.3 PE 300.0 PE 299.5PE 301.0PE 298.8PE 299.6PE 300.5PE 300.8PE 301.0PE 300.3 PE 300.0 PE 299.8 PE 299.6PE 301.4PE 301.6PE 301.9PE 302.1PE 302.4PE 302.6PE 302.1PE 302.4PE 302.9PE 303.2PE 303.7PE 303.9PE 304.3PE 304.6PE 305.1PE 305.3PE 305.3PE 305.1PE 304.5PE 304.2PE 303.6PE 303.2PE 300.4PE 300.7PE 301.1PE 301.3PE 301.8PE 302.0PE 302.4PE 302.7PE 303.2PE 303.4PE 303.0PE 302.8PE 301.9PE 301.4PE 300.6PE 300.1PE 304.4PE 304.9PE 305.5PE 306.6PE 306.6PE 307.2PE 305.4PE 305.9PE 306.4PE 306.9PE 307.5PE 308.0PE 306.1PE 306.5PE 307.0PE 307.4PE 307.9PE 308.3PE 306.0PE 306.4PE 306.8PE 307.3PE 307.7PE 308.1PE 305.2PE 305.6PE 306.0PE 306.4PE 306.8PE 307.2PE 304.5PE 304.9PE 305.3PE 305.6PE 306.0PE 306.4PE 303.8PE 304.1PE 304.4PE 304.8PE 305.1PE 305.5PE 302.9PE 303.3PE 303.6PE 303.9PE 304.3PE 304.6PE 297.5PE 297.6PE 298.1PE 298.6PE 299.1PE 299.6PE 297.1PE 297.7PE 298.2PE 298.8PE 299.3PE 299.8PE 296.9PE 297.6PE 298.2PE 298.9PE 299.5PE 300.1PE 296.9PE 297.4PE 298.4PE 299.0PE 299.8PE 300.5PE 296.4PE 297.3PE 298.2PE 299.1PE 300.0PE 300.8PE 296.3PE 297.2PE 298.1PE 299.0PE 299.9PE 300.7PE 295.8PE 296.6PE 297.4PE 298.2PE 299.0PE 299.8PE 295.5PE 296.4PE 297.2PE 298.0PE 298.7PE 299.4GERALD FORD DRIVENOPARK INGNOPARKINGNOPARKING NOPARKINGNOPARKINGCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARSHEET 2SHEET 1MSA CONSULTING, INC.Civil Engineering Land Surveying Landscape ArchitecturePlanning Environmental Services Dry Utility Coordination GIS34200 Bob Hope Drive Rancho Mirage, CA 92270 | 760.320.9811 | MSAConsultinginc.comSHEETSHEETS2OF2EASTNORTHSOUTHWESTCENTERLINEEASEMENTEXISTING(E)(N)(S)(W)C/LESMT.EX.ABBREVIATIONSACREAGEACCURB AND GUTTERC&GASSESSORS PARCEL NUMBERAPNE/P EDGE OF PAVEMENTA.C. ASPHALT CONCRETEMIN. MINIMUMMAX. MAXIMUMEXISTING IRRIGATIONEXISTING GASEXISTING EASEMENTEXISTING ELECTRICEXISTING IRRIGATION DRAIN LINEEXISTING CABLEEXISTING CONTOURSEXISTING SPOT ELEVATIONSLEGENDXEXISTING EASEMENT DELTAEXISTING LOT LINEEXISTING TELEPHONEBOUNDARYBNDRYEXISTING EDGE OF PAVEMENTM.B. MAP BOOKNUMBERPROPOSEDRIGHT OF WAYTYPICALNO.PROP.R/WTYP.P.U.E. PUBLIC UTILITY EASEMENTSF SQUARE FEETRADIUSRSTANDARDSTD.P/L PROPERTY LINEN.T.S. NOT TO SCALER-L LOW DENSITY (RESIDENTIAL)UG UNDERGROUNDOVERHEADO/HOPEN SPACE / PARKSOS/PPPAGEPG.EXISTING OVERHEAD TELEPHONEEXISTING SEWEREXISTING RIGHT OF WAYPROPOSED CURBPROPOSED EASEMENTEXISTING CITY / COUNTY LIMITSEXISTING SEWER FORCE MAINEXISTING WATERPROPOSED LOT LINEPROPOSED RIGHT OF WAYPROPOSED AND EXISTING CENTER LINETENTATIVE TRACT MAP BOUNDARYTENTATIVE TRACT MAP NO. 38434EXHIBIT DATE: OCTOBER 11, 2022REVISIONSNO. DATEUPDATED & ADDRESSED PLAN CHECK COMMENTS FROM CITY.1 08/22/2022IN THE CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF CALIFORNIADESCRIPTIONN.T.S.VICINITY MAPBOB HOPE DRIVE GERALDRAMON ROADFRANKMONTEREY PORTOLA AVENUE AVENUE DINAH SHORECOUNTRY CLUB DRIVEINTERSTATE 10CITY OFRANCHOCOOK STREET MIRAGECITY OFPALMDESERTDRIVESINATRA DR.FORD DRIVESITEINDEX MAPSCALE: 1" = 300'SHEET MATCHLINE - SEE SHEET NO. 1UPDATED & ADDRESSED PLAN CHECK COMMENTS FROM CITY.2 10/11/2022 R:\2667\Acad\Planning\Tentative Map\2667 TTM 38434.dwg, 10/11/2022 12:07:45 PM, dgallerani, MSA Consulting, Inc. For Property Located in a Portion of The East half of Section 32, Township 4 South, Range 6 East, S.B.M. Palm Desert, California TENTATIVE TRACT MAP 38434 REFUGE August 18, 2022 Prepared for: Refuge Palm Desert, L.L.C. 1775 Sky Park East, Suite 101 Irvine, CA 92614 JN: 2667 ` PRELIMINARY HYDROLOGY REPORT T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT TABLE OF CONTENTS PROJECT LOCATION .................................................................................................... 1 EXISTING CONDITIONS ............................................................................................... 1 Flood Rate Map ..................................................................................................................1 National Cooperative Soil Survey ........................................................................................1 Existing Topography ...........................................................................................................1 PROPOSED FLOOD CONTROL REQUIREMENTS ............................................................ 1 HYDROLOGY ANALYSIS DESIGN CRITERIA .................................................................... 2 Hydrologic Soil Group .........................................................................................................2 Antecedent Moisture Condition ...........................................................................................2 Land Use Classifications and Runoff Index Numbers .............................................................2 Precipitation Frequency Estimates .......................................................................................2 Site Infiltration ...................................................................................................................2 SUMMARY of SYNTHETIC UNIT (SHORTCUT METHOD) ANALYSES ................................ 3 PRELIMINARY WQMP ANALYSIS ................................................................................. 3 RESULTS AND CONCLUSIONS ...................................................................................... 3 LIST OF APPENDICES A. RIVERSIDE COUNTY TLMA VICINITY MAP B. NFIP FLOOD INSURANCE RATE MAP C. USDA NCSS HYDROLOGIC SOILS MAP D. NOAA ATLAS 14 & RCFCD REFERENCE PLATES E. PERCOLATION TEST SUMMARY F. PROPOSED LAND USES G. RCFCD SYNTHETIC UNIT HYDROGRAPH WORKSHEETS AND BASIN STORAGE SUMMARIES H. RIVERSIDE COUNTY WHITEWATER RIVER REGION WQMP WORKSHEETS I. PRELIMINARY S.U.H. HYDROLOGY EXHIBIT AND PRELIMINARY GRADING & DRAINAGE PLAN T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT 1 PROJECT LOCATION The proposed project site comprises approximately 93 acres located at the southeast corner of Gerald Ford Drive and Rembrandt Parkway, in the City of Palm Desert, Riverside County. The site is described as being a portion of the East ½ of Section 32, Township 4 South, Range 6 East, San Bernardino Base and Meridian and is assigned as a portion of Assessor’s Parcel Number 694-310-002, 003 & 006. A vicinity map obtained from the Riverside TLMA website is included as Appendix A. EXISTING CONDITIONS Flood Rate Map The proposed (to be developed) area is covered by FIRM Panel Number 06065C1595G, revised August 28, 2008, which indicates the project area lies within Zone X which is defined as “Areas determined to be outside the 0.2% annual chance floodplain. (Refer to the attached NFIP Flood Insurance Rate Map in Appendix B). National Cooperative Soil Survey The existing soil is categorized as hydrologic soil group A (refer to the attached USDA NCSS Hydrologic Soils Map exhibits in Appendix C). Existing Topography The subject area is variably vegetated with slight amounts of typical desert vegetation (scrub brush and low- lying plants) throughout the site. Topographically, the site slopes to the east. PROPOSED FLOOD CONTROL REQUIREMENTS Currently drainage requirements for this project fall under the jurisdiction of the City of Palm Desert. For the purposes of this report, the project tributary area is based on the project boundaries and preliminary grading constraints (including a portion of the west end of Julie Lane). The project area is divided into five (5) tributary areas. Onsite flows are conveyed via surface drainage to proposed retention basins and or underground retention systems. Offsite tributary flood flows from the east (Julie Lane) will be conveyed to the retention basin at the north end of the of project. The retention basins and or underground storage systems were sized to provide storage of the 100-year controlling storm event. The storm flows from the areas within the public right of way for Julie Lane will be conveyed to the curb & gutter in the extension of Rembrandt Way and to a retention basin (in DA-E). As the final design documents are generated, a more detailed hydrology report will be prepared for the City to review; which will include hydraulic calculations for the associated catch basins, storm drain conveyance system, underground retention system and retention basin storage capacities. (Refer to the Preliminary Grading & Hydrology Exhibits included in Appendix I) T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT 2 HYDROLOGY ANALYSIS DESIGN CRITERIA Storm run-off volumes for the 100-year event were obtained utilizing the Synthetic Unit (Shortcut Method) Hydrograph, as described in the RCFC&WCD Hydrology Manual. The shortcut method is useful for evaluating those areas less than 200 acres in size. The hydrologic data used for the calculations are as follows: Hydrologic Soil Group Soil Group A is defined by RCFCD as – “those soils having high infiltration rates. These soils consist mainly of deep, well drained to excessively drained sands or bravely sands. These soils have a high rate of water transmission.” Antecedent Moisture Condition AMC II – Moderate runoff potential, an intermediate condition. Per RCFC & WCD Hydrology Manual (Dated: April, 1978): “For the purposes of design hydrology using District methods, AMC II should normally be assumed for both the 10 year and 100 year frequency storm”. Land Use Classifications and Runoff Index Numbers Runoff Index Numbers were obtained from RCFCD Plate E-6.1 and are summarized below: Existing Conditions – Open Brush – Poor 62 Proposed Conditions – Commercial Landscaping 32 Percent of Impervious Cover (RCFCD Plate E-6.3): % Impervious Single Family - Detached 60% Single Family - Attched 65% Low Loss Rates: 85% Precipitation Frequency Estimates Precipitation depths were obtained from NOAA Atlas 14: 2 Year - 1 Hour Precipitation: 0.359 inches 100 Year – 1 Hour Precipitation: 1.57 inches 100 Year – 3 Hour Precipitation: 2.27 inches 100 Year - 6 Hour Precipitation 2.98 inches 100 Year – 24 Hour Precipitation 4.59 inches Slope of Intensity Duration Curve: 0.48 See Appendix D for the NOAA Atlas 14 Point Precipitation Frequency Estimates and respective RCFCD Plates. Site Infiltration A Percolation test has been performed on the subject property, indicating percolation rates of 35.26 (in/hour), Porchet Method. See Test Boring Percolation Test Summary prepared by PETRA GEOSCIENCES, INC. in Appendix E. For the purposes of this report, utilizing a safety factor of seven (7), a percolation rate of only five inches (5”) per hour was used in the calculations. T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT 3 SUMMARY of SYNTHETIC UNIT (SHORTCUT METHOD) ANALYSES The subject project area of approximately 93 acres is less than the 200-acre limit guideline for utilization of the shortcut method. It should be noted that the peak flow for the 1-hour storm is not necessarily representative for peak flow. Per RCFCD, peak discharges from the 3-hour storm should normally compare well with rational peaks. Analyses performed include flood volume calculations based on RCFCD Synthetic Unit (Shortcut Method) and basin stage storage calculations. For those drainage areas with standard retention basins that the proposed retention basin was not able to provide the storm water storage of the 100 year storm, we have designed a complimenting underground retention basin system to meet the required storge for the controlling storm event. Our initial calculations use the underground system for storage only without percolation to insure capacity can be achieved. The Final Hydro Report will be done to include these calculations. For the purposes of this report, all hydrologic land use areas were derived from the Proposed Technical Site Plan. The Proposed Land Use Worksheet is included in Appendix F. Synthetic Unit Hydrograph Worksheets are included in Appendix G. PRELIMINARY WQMP ANALYSIS Preliminary design volume and flow for BMP measures were based on Worksheets 1 and 2 from the Riverside County - Whitewater River Region Water Quality Management Plan (Appendix H). Impervious areas for the tributary drainage areas are derived from the Proposed Land Use Worksheet. A summary of the design flow and volumes is presented in the Preliminary Hydrology Exhibit Appendix I. RESULTS AND CONCLUSIONS As the above narrative and summaries confirm, the preliminary retention basins and or underground retention systems provide sufficient storage to retain the flood volume from the 100 year storm event, and therefore meet the hydrologic requirements established by the City of Palm Desert. Flows above the 100 year storm event would be considered “Force Majeure” flows; those flows would escape along the north side of the main retention basin in DA-E to the future City of Palm Desert Retention Basin fronting along Gerald Ford Drive. T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT Appendix A Riverside County TLMA Vicinity Map *IMPORTANT* Maps and data are to be used for reference purposes only. Map features are approximate, and are not necessarily accurate to surveying or engineering standards. The County of Riverside makes no warranty or guarantee as to the content (the source is often third party), accuracy, timeliness, or completeness of any of the data provided, and assumes no legal responsibility for the information contained on this map. Any use of this product with respect to accuracy and precision shall be the sole responsibility of the user. © Riverside County RCIT GIS 3,423 Feet Legend Lewis Operating Corp. Notes 1,7120 REPORT PRINTED ON...10/24/2016 1:42:18 PM Gerald Ford Dr. & Portola Ave. Property Display Parcels City Boundaries Cities roadsanno highways HWY INTERCHANGE INTERSTATE OFFRAMP ONRAMP USHWY counties cities hydrographylines waterbodies Lakes Rivers T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT Appendix B NFIP Flood Insurance Rate Map DEFINITIONS OF FEMA FLOOD ZONE DESIGNATIONS Moderate to Low Risk Areas In communities that participate in the NFIP, flood insurance is available to all property owners and renters in these zones: ZONE DESCRIPTION X (Shaded) Areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood. Insurance purchase is not required in these zones. X Areas determined to be outside the 0.2% annual chance floodplain. High Risk Areas In communities that participate in the NFIP, mandatory flood insurance purchase requirements apply to all of these zones: ZONE DESCRIPTION A Areas with a 1% annual chance of flooding and a 26% chance of flooding over the life of a 30-year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these zones. AE Areas with a 1% annual chance of flooding and a 26% chance of flooding over the life of a 30-year mortgage. In most instances, base flood elevations derived from detailed analyses are shown at selected intervals within these zones. AH Areas with a 1% annual chance of shallow flooding, usually in the form of a pond, with an average depth ranging from 1 to 3 feet. These areas have a 26% chance of flooding over the life of a 30-year mortgage. Base flood elevations derived from detailed analyses are shown at selected intervals within these zones. AO River or stream flood hazard areas, and areas with a 1% or greater chance of shallow flooding each year, usually in the form of sheet flow, with an average depth ranging from 1 to 3 feet. These areas have a 26% chance of flooding over the life of a 30-year mortgage. Average flood depths derived from detailed analyses are shown within these zones. For areas of alluvial fan flooding, velocities are also determined. AR Areas with a temporarily increased flood risk due to the building or restoration of a flood control system (such as a levee or a dam). Mandatory flood insurance purchase requirements will apply, but rates will not exceed the rates for unnumbered A zones if the structure is built or restored in compliance with Zone AR floodplain management regulations. A99 Areas with a 1% annual chance of flooding that will be protected by a Federal flood control system where construction has reached specified legal requirements. No depths or base flood elevations are shown within these zones. High Risk – Coastal Areas In communities that participate in the NFIP, mandatory flood insurance purchase requirements apply to all of these zones: ZONE DESCRIPTION V Coastal areas with a 1% or greater chance of flooding and an additional hazard associated with storm waves. These areas have a 26% chance of flooding over the life of a 30-year mortgage. No base flood elevations are shown within these zones. VE Coastal areas with a 1% or greater chance of flooding and an additional hazard associated with storm waves. These areas have a 26% chance of flooding over the life of a 30-year mortgage. Base flood elevations derived from detailed analyses are shown at selected intervals within these zones. Undetermined Risk Areas ZONE DESCRIPTION D Areas with possible but undetermined flood hazards. No flood hazard analysis has been conducted. Flood insurance rates are commensurate with the uncertainty of the flood risk. T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT Appendix C USDA NCSS Hydrologic Soils Map Hydrologic Soil Group—Riverside County, Coachella Valley Area, California (Lewis Operating Corp. - Gerald Ford Dr. & Portola Ave.) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/24/2016 Page 1 of 4373730037375003737700373790037381003738300373850037387003738900373730037375003737700373790037381003738300373850037387003738900557300557500557700557900558100558300558500 557300 557500 557700 557900 558100 558300 558500 33° 47' 22'' N 116° 22' 56'' W33° 47' 22'' N116° 22' 4'' W33° 46' 25'' N 116° 22' 56'' W33° 46' 25'' N 116° 22' 4'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 0 400 800 1600 2400 Feet 0 100 200 400 600 Meters Map Scale: 1:8,620 if printed on A portrait (8.5" x 11") sheet. Warning: Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Riverside County, Coachella Valley Area, California Survey Area Data: Version 7, Sep 9, 2014 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jan 22, 2015—Feb 10, 2015 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Riverside County, Coachella Valley Area, California (Lewis Operating Corp. - Gerald Ford Dr. & Portola Ave.) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/24/2016 Page 2 of 4 Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Riverside County, Coachella Valley Area, California (CA680) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI MaB Myoma fine sand, 0 to 5 percent slopes A 21.7 5.4% MaD Myoma fine sand, 5 to 15 percent slopes A 382.1 94.6% Totals for Area of Interest 403.8 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Hydrologic Soil Group—Riverside County, Coachella Valley Area, California Lewis Operating Corp. - Gerald Ford Dr. & Portola Ave. Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/24/2016 Page 3 of 4 T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT Appendix D NOAA Atlas 14 RCFCD Reference Plates NOAA Atlas 14, Volume 6, Version 2 Location name: Palm Desert, California, USA* Latitude: 33.7815°, Longitude: -116.3772° Elevation: 306.99 ft** * source: ESRI Maps ** source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Sarah Dietz, Sarah Heim, Lillian Hiner, Kazungu Maitaria, Deborah Martin, Sandra Pavlovic, Ishani Roy, Carl Trypaluk, Dale Unruh, Fenglin Yan, Michael Yekta, Tan Zhao, Geoffrey Bonnin, Daniel Brewer, Li-Chuan Chen, Tye Parzybok, John Yarchoan NOAA, National Weather Service, Silver Spring, Maryland PF_tabular | PF_graphical | Maps_&_aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Duration Average recurrence interval (years) 1 2 5 10 25 50 100 200 500 1000 5-min 0.060 (0.050‑0.073) 0.092 (0.077‑0.112) 0.142 (0.118‑0.173) 0.188 (0.155‑0.231) 0.262 (0.208‑0.332) 0.327 (0.255‑0.424) 0.403 (0.306‑0.537) 0.493 (0.364‑0.675) 0.637 (0.450‑0.909) 0.772 (0.527‑1.14) 10-min 0.086 (0.072‑0.104) 0.132 (0.110‑0.161) 0.203 (0.169‑0.248) 0.270 (0.222‑0.331) 0.375 (0.298‑0.476) 0.469 (0.365‑0.608) 0.578 (0.439‑0.769) 0.707 (0.522‑0.967) 0.912 (0.646‑1.30) 1.11 (0.756‑1.64) 15-min 0.104 (0.087‑0.126) 0.160 (0.133‑0.194) 0.246 (0.204‑0.299) 0.326 (0.269‑0.400) 0.453 (0.361‑0.576) 0.567 (0.442‑0.736) 0.699 (0.531‑0.930) 0.855 (0.631‑1.17) 1.10 (0.781‑1.58) 1.34 (0.914‑1.98) 30-min 0.160 (0.134‑0.194) 0.247 (0.206‑0.300) 0.379 (0.315‑0.461) 0.503 (0.414‑0.617) 0.699 (0.556‑0.887) 0.874 (0.681‑1.13) 1.08 (0.819‑1.43) 1.32 (0.972‑1.80) 1.70 (1.20‑2.43) 2.06 (1.41‑3.05) 60-min 0.233 (0.194‑0.283) 0.359 (0.299‑0.436) 0.552 (0.458‑0.671) 0.731 (0.602‑0.897) 1.02 (0.809‑1.29) 1.27 (0.990‑1.65) 1.57 (1.19‑2.08) 1.92 (1.41‑2.62) 2.47 (1.75‑3.53) 3.00 (2.05‑4.43) 2-hr 0.332 (0.276‑0.402) 0.498 (0.414‑0.604) 0.746 (0.619‑0.907) 0.972 (0.800‑1.19) 1.32 (1.05‑1.68) 1.63 (1.27‑2.11) 1.97 (1.50‑2.62) 2.37 (1.75‑3.24) 2.97 (2.10‑4.24) 3.52 (2.40‑5.20) 3-hr 0.399 (0.332‑0.483) 0.594 (0.494‑0.721) 0.882 (0.732‑1.07) 1.14 (0.941‑1.40) 1.54 (1.23‑1.96) 1.89 (1.47‑2.45) 2.27 (1.73‑3.02) 2.71 (2.00‑3.71) 3.37 (2.39‑4.81) 3.96 (2.70‑5.85) 6-hr 0.540 (0.450‑0.654) 0.802 (0.667‑0.973) 1.18 (0.983‑1.44) 1.53 (1.26‑1.87) 2.04 (1.63‑2.60) 2.49 (1.94‑3.23) 2.98 (2.26‑3.96) 3.53 (2.61‑4.83) 4.36 (3.08‑6.22) 5.07 (3.46‑7.50) 12-hr 0.643 (0.536‑0.779) 0.972 (0.809‑1.18) 1.45 (1.21‑1.77) 1.88 (1.55‑2.31) 2.53 (2.01‑3.21) 3.09 (2.40‑4.00) 3.70 (2.81‑4.92) 4.39 (3.24‑6.01) 5.43 (3.84‑7.75) 6.33 (4.32‑9.35) 24-hr 0.754 (0.667‑0.869) 1.17 (1.03‑1.35) 1.77 (1.56‑2.05) 2.31 (2.02‑2.69) 3.12 (2.64‑3.76) 3.82 (3.17‑4.69) 4.59 (3.72‑5.77) 5.45 (4.31‑7.05) 6.76 (5.13‑9.10) 7.89 (5.79‑11.0) 2-day 0.833 (0.738‑0.961) 1.31 (1.16‑1.51) 2.00 (1.76‑2.31) 2.61 (2.28‑3.04) 3.52 (2.98‑4.24) 4.29 (3.57‑5.28) 5.15 (4.17‑6.47) 6.10 (4.81‑7.88) 7.52 (5.70‑10.1) 8.73 (6.40‑12.1) 3-day 0.874 (0.774‑1.01) 1.38 (1.22‑1.59) 2.12 (1.87‑2.45) 2.76 (2.42‑3.22) 3.73 (3.16‑4.49) 4.54 (3.77‑5.58) 5.44 (4.41‑6.84) 6.43 (5.08‑8.31) 7.91 (6.00‑10.6) 9.17 (6.73‑12.8) 4-day 0.904 (0.801‑1.04) 1.43 (1.27‑1.66) 2.20 (1.94‑2.55) 2.88 (2.52‑3.36) 3.88 (3.29‑4.68) 4.73 (3.93‑5.81) 5.66 (4.59‑7.12) 6.69 (5.28‑8.64) 8.22 (6.23‑11.1) 9.51 (6.98‑13.2) 7-day 0.955 (0.845‑1.10) 1.53 (1.35‑1.77) 2.36 (2.08‑2.73) 3.10 (2.71‑3.61) 4.18 (3.54‑5.04) 5.09 (4.23‑6.26) 6.08 (4.93‑7.65) 7.18 (5.67‑9.28) 8.80 (6.67‑11.8) 10.2 (7.46‑14.1) 10-day 0.995 (0.881‑1.15) 1.60 (1.42‑1.85) 2.49 (2.19‑2.88) 3.26 (2.86‑3.81) 4.42 (3.74‑5.32) 5.38 (4.47‑6.61) 6.43 (5.22‑8.09) 7.59 (5.99‑9.81) 9.30 (7.05‑12.5) 10.7 (7.88‑14.9) 20-day 1.06 (0.939‑1.22) 1.73 (1.53‑2.00) 2.72 (2.40‑3.14) 3.59 (3.14‑4.18) 4.89 (4.14‑5.88) 5.97 (4.96‑7.34) 7.16 (5.80‑9.01) 8.46 (6.68‑10.9) 10.4 (7.86‑14.0) 12.0 (8.77‑16.6) 30-day 1.16 (1.03‑1.34) 1.91 (1.69‑2.21) 3.02 (2.66‑3.49) 4.00 (3.50‑4.67) 5.48 (4.64‑6.60) 6.72 (5.58‑8.26) 8.07 (6.54‑10.2) 9.55 (7.54‑12.3) 11.7 (8.89‑15.8) 13.5 (9.92‑18.8) 45-day 1.24 (1.10‑1.43) 2.07 (1.83‑2.38) 3.29 (2.90‑3.80) 4.39 (3.84‑5.12) 6.05 (5.13‑7.29) 7.46 (6.20‑9.17) 8.99 (7.29‑11.3) 10.7 (8.43‑13.8) 13.1 (9.95‑17.7) 15.2 (11.1‑21.1) 60-day 1.34 (1.18‑1.54) 2.23 (1.97‑2.57) 3.57 (3.14‑4.13) 4.78 (4.18‑5.58) 6.62 (5.61‑7.98) 8.19 (6.80‑10.1) 9.91 (8.03‑12.5) 11.8 (9.30‑15.2) 14.5 (11.0‑19.5) 16.8 (12.3‑23.3) 1 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical PROJECT NAME PROJECT NUMBER 2667 STORM EVENT 100 yr DATE: MINUTES RAINFALL RAINFALL INTENSITY DEPTH (in/hr)(in) 5 4.84 0.40 10 3.47 0.58 15 2.80 0.70 30 2.16 1.08 60 1.57 1.57 120 0.99 1.97 CONSTANT FROM GRAPH 10.64 EXPONENT FROM GRAPH -0.48 MINUTES RAINFALL RAINFALL INTENSITY DEPTH (in/hr)(in) 5 4.91 0.41 10 3.52 0.59 15 2.90 0.73 20 2.53 0.84 25 2.27 0.95 30 2.08 1.04 35 1.93 1.13 40 1.81 1.21 45 1.71 1.28 50 1.63 1.36 55 1.55 1.42 60 1.49 1.49 65 1.43 1.55 70 1.38 1.62 75 1.34 1.67 80 1.30 1.73 85 1.26 1.79 90 1.23 1.84 95 1.20 1.89 100 1.17 1.94 105 1.14 1.99 110 1.11 2.04 115 1.09 2.09 120 1.07 2.14 INTENSITY VALUES FROM GRAPH NOAA ATLAS 14 INTENSITY - DURATION WORKSHEET REFUGE DATA FROM NOAA ATLAS 14 May 9, 2022 y = 10.64x-0.48 0.10 1.00 10.00 1 10 100 1000 T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT Appendix E Percolation Test Summary 10.2 4/25/2022 8 KTM 3 Sand 5 to 10 65+ 0.40 10 Initial, Do (ft.)Final, Df (ft.) 1 25 9.1 10.2 13.2 2 25 7.6 10.2 31.2 Initial, Do (ft.)Final, Df (ft.)(min/in.) 1 4 7.20 10.20 36.00 0.11 2 4 6.80 10.20 40.80 0.10 3 4 7.05 10.20 37.80 0.11 4 4 7.00 10.20 38.40 0.10 5 4 7.05 10.20 37.80 0.11 6 4 7.00 10.20 38.40 0.10 Φ Factor Category B Should Be Provided and Calculated by Project Civil Engineer Ho = DT - Do Hf = DT - Df Reference: 393.79 393.20 393.79 Test Date: Change in Height of Water Greater Than or Equal to 6"? (Yes/No)* SANDY SOIL CRITERIA TEST yes yes PERCOLATION TEST Percolation Rate (gal/day/ft^2) 391.32 395.98 393.20 10Standard Time Interval Between Readings (min.), [* if yes = 10, if no = 30]: Depth from Existing Ground Surface to Bottom of Prop. Inflitration System (ft): Total Depth of Boring, DT (ft): Diameter of Hole, D (in): 0.25 0.25 0.25 0.25 r = D / 2 Site Soil Variability Depth to Groundwater / Impervious Layer Soil Assessment Methods Predominant Soil Texture 3186 Airway Avenue, Suite K ΔH = ΔD = Ho - Hf Havg = (Ho + Hf) / 2 Tested By: USCS Soil Type: Depth to Groundwater (ft): Ground Elevation (msl ft): Change in Water Level ΔD (in.) FACTOR OF SAFETY WORKSHEET DATE: May , 2022 0 0 0 0 0 Palm Desert, California Appendix CJ.N.: 22-171 Costa Mesa, California 92626 PHONE: (714) 549-8921 SARWQCB, Technical Guidance Document Appendix VII, dated December 20, 2013 Factor CategoryΦ Factor Description Assigned Weight (w) Factor Value (v) A Suitability Assessment Suitability Assessment Safety Factor, SA = Σp COSTA MESA TEMECULA LOS ANGELES PALM DESERT CORONA ESCONDIDO PERCOLATION TEST SUMMARY Refuge PETRA GEOSCIENCES, INC. Product (p) p = (w) x (v) # Where Infiltration Rate, It = ΔH (60r) / Δt (r + 2Havg) **Raw Results. Does Not Include a Factor of Safety Boring/Test Number: XXXX TEST RESULTS** Percolation Rate (gal/day/ft^2)(min/in.) 393.790.10 Inflitration Rate [Porchet Method]# (inches/hour) 35.21 Time Interval Δt (min.) Trial No. Depth to Water, Dw Change in Water Level ΔH (in.) Diameter of Casing, d (in): Depth of Slotted Casing (ft): Trial No. Time Interval Δt (min.) Depth to Water, Dw Porosity of Annulus Material, n : existing ground surface T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT Appendix F Proposed Land Use Areas Client/Project MSA JOB # DRAINAGE AREA S.F. - DETACHED S.F. - ATTACHED TOTAL 60% IMPERVIOUS 65% IMPERVIOUS RI=32 RI=32 (acres)(acres)(acres) DA-A 8.024 8.024 DA-B 12.138 12.138 DA-C 13.302 13.302 DA-D 2.801 2.801 DA-E 39.312 14.162 53.474 TOTAL SITE 75.578 14.162 89.739 TOTAL PROJECT AREA 93.5638 ON-SITE (NON-TRIB (SUBTRACT)4.001 OFF-SITE (TRIB)(ADD)0.176 TOTAL HYDROLOGIC AREA 89.739 LAND USE PROPOSED LAND USE AREAS - SYNTHETIC UNIT May 9, 2022 HYDROLOGIC SOIL GROUP "A" MSA JOB # 2667 May 9, 2022 HYDROLOGIC SOIL GROUP : A DRAINAGE AREA S.F. - DETACHED S.F. - ATTACHED TOTAL WQMP TOTAL 60% IMPERVIOUS 65% IMPERVIOUS (acres)(acres)(acres)(acres) DA-A 8.024 8.024 4.8144 DA-B 12.138 12.138 7.2828 DA-C 13.302 13.302 7.9812 DA-D 2.801 2.801 1.6806 DA-E 39.312 14.162 53.474 32.79231 TOTAL SITE 75.577 14.162 89.739 54.55131 Client/Project REFUGE WQMP LAND USE - IMPERVIOUS AREAS LAND USE T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT Appendix G RCFCD Synthetic Unit Hydrograph Worksheets FOS 2 AMC II AREA SOIL TRIBUTARY AREAS ACRES LOW LOSS RI INFILTRATION IMPERVIOUS DESIG GROUP CONDITION NUMBER RATE PERCENT 4 A SF - DETACHED 8.024 D 32 0.74 0.60 1,000 ft 500 ft 303.3 ft ELEVATION OF CONCENTRATION POINT 296.7 ft 0.002 100 LOW LOSS RATE (Storm Events > 10 Years)85% POINT RAIN FROM NOAA ATLAS 14 1-HOUR 1.57 in 3-HOUR 2.27 in 6-HOUR 2.98 in 24-HOUR 4.59 in BASIN CHARACTERISTICS:ELEVATION AREA 296.7 ft 3,183 sf 299.7 ft 5,425 sf PERCOLATION RATE (in/hr)5.0 in/hr DRYWELL DATA NUMBER USED PERCOLATION RATE LOWEST FLOWLINE ELEVATION 298.40 LOWEST PAD ELEVATION 301.4 LENGTH OF WATERCOURSE (L) AREA DESIGNATION ELEVATION OF HEADWATER AVERAGE MANNINGS 'N' VALUE STORM FREQUENCY (YEAR) LENGTH TO POINT OPPOSITE CENTROID (Lca) Low Loss Conditions: X=Existing; D=Developed; BS=Retention DA-A RCFCD SYNTHETIC UNIT HYDROGRAPH - SHORTCUT METHOD DATA INPUT SHEET WORKSHEET PREPARED BY: PROJECT NAME DATE May 9, 2022 Refuge - Palm Desert PROJECT NUMBER CONCENTRATION POINT DESIGNATION 2667 Retention Basin AMC NUMBER Data Input Sheet Page 1 of 13 PROJECT: Job No.: BY:DATE:5/9/22 [1] AMC II [2] FREQUENCY-YEARS 100 FROM NOAA ATLAS 14 [3] STORM DURATION:Point Rain 1-HOUR 1.57 in 3-HOUR 2.27 in 6-HOUR 2.98 in 24-HOUR 4.59 in STORM DURATION 1-HOUR 3-HOUR 6-HOUR 24-HOUR RAINFALL VOLUME (cu-ft)45,730 66,119 86,799 133,694 SOIL LOSSES (cu-ft)9,915 29,048 48,986 101,557 EFFECTIVE RAIN (in)1.23 1.27 1.30 1.10 FLOOD VOLUME (cu-ft)35,815 37,071 37,813 32,137 (acre-ft)0.82 0.85 0.87 0.74 REQUIRED STORAGE (cu-ft)#DIV/0!#DIV/0!#DIV/0!#DIV/0! (acre-ft)#DIV/0!#DIV/0!#DIV/0!#DIV/0! FACTOR OF SAFETY #DIV/0!#DIV/0!#DIV/0!#DIV/0! STORAGE PROVIDED (cu-ft) (acre-ft) PEAK FLOW (cfs)n/a 15.32 13.45 2.68 MAXIMUM WSEL (ft)#DIV/0!#DIV/0!#DIV/0!#DIV/0! DEPTH (ft)#DIV/0!#DIV/0!#DIV/0!#DIV/0! DIFFERENCE (ft)#DIV/0!#DIV/0!#DIV/0!#DIV/0! DIFFERENCE (ft)#DIV/0!#DIV/0!#DIV/0!#DIV/0! ESTIMATED TIME TO DEWATER BASIN Based on Total Flood Volume & Average Percolation Rate (days)#DIV/0!#DIV/0!#DIV/0!#DIV/0! [18] 200% OF LAG-MINUTES RAINFALL DATA 0.6 NOTE: PEAK FLOW FOR THE 1-HOUR STORM IS NOT REPRESENTATIVE. PER RCFCD PEAK DISCHARGES FROM THE 3-HOUR STORM SHOULD NORMALLY COMPARE WELL WITH RATIONAL PEAKS. LOWEST PAD ELEVATION LOWEST FLOWLINE ELEVATION STORM EVENT SUMMARY 301.4 298.40 12,763 0.29 0.002 [17] 100% OF LAG-MINUTES 0.3 0.3 [14] AVERAGE MANNINGS 'N' [15] LAG TIME-HOURS 0.01 [16] LAG TIME-MINUTES [13] L*LCA/S^0.5 5.90 [11] S-FEET/MILE [6] La-FEET [7] La-MILES [8] ELEVATION OF HEADWATER 0.003 500.00 [12] S^0.5 0.095 34.8 303.3 296.7 6.6 [3] AREA - ACRES [4] L-FEET [5] L-MILES 1000 0.189 Retention Basin DA-A Refuge - Palm Desert [10] H-FEET [9] ELEVATION OF CONCENTRATION POINT 8.024 PHYSICAL DATA [1] CONCENTRATION POINT HYDROLOGY MANUAL BASIC DATA CALCULATION FORM 2667 FOS RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD [2] AREA DESIGNATION Plate E-2.1 Page 2 of 13 PROJECT: Job No.: BY:DATE:5/9/22 MAX LOW LOW MIN SOIL RI PERVIOUS DECIMAL ADJUSTED AREA AREA AVERAGE LOSS LOSS RATE AVERAGE GROUP NUMBER AREA PERCENT INFILTRATION WEIGHTED ADJUSTED CONDITION PER ADJUSTED INFILTRATION OF AREA RATE AVERAGE INFILTRATION RCFC/2322 INFILTRATION RATE IMPERVIOUS RATE RATE (in/hr)(in/hr)(in/hr) [Plate C-1][Plate E-6.1][Plate E-6.2][Plate E-6.3] A 32 0.74 60%0.34 8.024 1.000 0.3404 DEVELOPED 0.4200 0.4200 SUM 8.024 SUM 0.3404 0.4200 VARIABLE LOSS RATE CURVE (24-HOUR STORM ONLY) Fm=0.1702 NOTE: Low loss rates established per RCFC/2322 (Dated: May-30-95) C=0.00315 For 10 Year Storms or Less Ft=C(24-(T/60))^1.55+Fm =0.00315 0.17 in/hr Undeveloped Condition: Low Loss = 90% CONSTANT LOSS RATE (3 & 6 HOUR STORMS)=0.3404 Developed Condition: Low Loss = 0.9 - (0.8 * %impervious) LOW LOSS RATE =0.8500 Basin Site: Low Loss = 10% Where:For 100 Year Storm - Low Loss should be between 80% & 90% T=Time in minutes. To get an average value for each unit time period, Use T=1/2 the unit time for the first time period,of the Rainfall Rate T=1 1/2 unit time for the second period, etc. (24-(T/60))^1.55 + LAND USE SF - DETACHED AVERAGE ADJUSTED LOSS RATE RCFC & WCD HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD BASIC DATA CALCULATION FORM Refuge - Palm Desert FOS 2667 AMC II Plate E-2.1 Page 3 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 8.02 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.32 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1571.0 Number 0 TOTAL ADJUSTED STORM RAIN-INCHES 1.57 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE-in/hr 0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 3.6 0.68 0.34 0.58 0.34 2.73 820 820 3,327 116 116 705 0.02 296.87 2 10 0.17 4.2 0.79 0.34 0.67 0.45 3.65 1,094 1,799 3,499 121 121 1,677 0.04 297.09 3 15 0.25 4.4 0.83 0.34 0.70 0.49 3.95 1,186 2,863 3,686 128 128 2,735 0.06 297.34 4 20 0.33 4.6 0.87 0.34 0.74 0.53 4.26 1,277 4,013 3,888 135 135 3,878 0.09 297.61 5 25 0.42 5.0 0.94 0.34 0.80 0.60 4.87 1,460 5,338 4,121 143 143 5,195 0.12 297.92 6 30 0.50 5.6 1.06 0.34 0.90 0.71 5.78 1,735 6,929 4,400 153 153 6,777 0.16 298.29 7 35 0.58 6.4 1.21 0.34 1.02 0.87 7.00 2,100 8,877 4,742 165 165 8,712 0.20 298.75 8 40 0.67 8.1 1.53 0.34 1.30 1.19 9.59 2,878 11,590 5,219 181 181 11,409 0.26 299.38 9 45 0.75 13.1 2.47 0.34 2.10 2.13 17.21 5,164 16,573 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 10 50 0.83 34.5 6.50 0.34 5.52 6.16 49.84 14,951 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 11 55 0.92 6.7 1.26 0.34 1.07 0.92 7.46 2,238 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 12 60 1.00 3.8 0.72 0.34 0.61 0.38 3.04 911 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! TOTAL RAINFALL 1.57 in RAINFALL VOLUME 45,730 cu-ft SOIL LOSSES 9,915 cu-ft EFFECTIVE RAIN 1.23 in FLOOD VOLUME 0.82 acft FLOOD VOLUME 35,815 cu-ft REQUIRED STORAGE #DIV/0! REQUIRED STORAGE #DIV/0! MAX WSEL #DIV/0! PEAK FLOW RATE 49.84 cfs TOTAL BASIN LOSSES #DIV/0! AVERAGE PERCOLATION RATE #DIV/0! EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Total In Basin in/hr Time Loss Rate Basin Losses Refuge - Palm DesertRCFC & WCD HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD SHORTCUT METHOD 1-HOUR STORM Plate E-2.2 1-Hour Storm Page 4 of 13 PROJECT: Job No.:2667 BY:FOS DATE DRAINAGE AREA-ACRES 8.02 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.32 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1571.0 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.27 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 1.3 0.35 0.34 0.30 0.01 0.11 33 33 3,189 111 33 0 0.00 296.70 2 10 0.17 1.3 0.35 0.34 0.30 0.01 0.11 33 33 3,189 111 33 0 0.00 296.70 3 15 0.25 1.1 0.30 0.34 0.25 0.04 0.36 109 109 3,202 111 109 0 0.00 296.70 4 20 0.33 1.5 0.41 0.34 0.35 0.07 0.55 166 166 3,212 112 112 54 0.00 296.71 5 25 0.42 1.5 0.41 0.34 0.35 0.07 0.55 166 220 3,222 112 112 108 0.00 296.73 6 30 0.50 1.8 0.49 0.34 0.42 0.15 1.21 364 472 3,266 113 113 358 0.01 296.78 7 35 0.58 1.5 0.41 0.34 0.35 0.07 0.55 166 524 3,275 114 114 410 0.01 296.80 8 40 0.67 1.8 0.49 0.34 0.42 0.15 1.21 364 774 3,319 115 115 659 0.02 296.85 9 45 0.75 1.8 0.49 0.34 0.42 0.15 1.21 364 1,023 3,363 117 117 906 0.02 296.91 10 50 0.83 1.5 0.41 0.34 0.35 0.07 0.55 166 1,071 3,371 117 117 954 0.02 296.92 11 55 0.92 1.6 0.44 0.34 0.37 0.10 0.77 232 1,186 3,391 118 118 1,068 0.02 296.95 12 60 1.00 1.8 0.49 0.34 0.42 0.15 1.21 364 1,432 3,435 119 119 1,313 0.03 297.01 13 65 1.08 2.2 0.60 0.34 0.51 0.26 2.09 628 1,941 3,524 122 122 1,819 0.04 297.13 14 70 1.17 2.2 0.60 0.34 0.51 0.26 2.09 628 2,447 3,613 125 125 2,322 0.05 297.25 15 75 1.25 2.2 0.60 0.34 0.51 0.26 2.09 628 2,950 3,701 129 129 2,822 0.06 297.36 16 80 1.33 2.0 0.54 0.34 0.46 0.20 1.65 496 3,318 3,766 131 131 3,187 0.07 297.45 17 85 1.42 2.6 0.71 0.34 0.60 0.37 2.98 893 4,080 3,900 135 135 3,944 0.09 297.63 18 90 1.50 2.7 0.74 0.34 0.63 0.40 3.20 959 4,903 4,044 140 140 4,763 0.11 297.82 19 95 1.58 2.4 0.65 0.34 0.56 0.31 2.54 761 5,524 4,153 144 144 5,379 0.12 297.96 20 100 1.67 2.7 0.74 0.34 0.63 0.40 3.20 959 6,338 4,296 149 149 6,189 0.14 298.15 21 105 1.75 3.3 0.90 0.34 0.76 0.56 4.52 1,356 7,545 4,508 157 157 7,388 0.17 298.44 22 110 1.83 3.1 0.84 0.34 0.72 0.50 4.08 1,223 8,612 4,696 163 163 8,449 0.19 298.69 23 115 1.92 2.9 0.79 0.34 0.67 0.45 3.64 1,091 9,540 4,859 169 169 9,371 0.22 298.90 24 120 2.00 3.0 0.82 0.34 0.69 0.48 3.86 1,157 10,529 5,032 175 175 10,354 0.24 299.13 25 125 2.08 3.1 0.84 0.34 0.72 0.50 4.08 1,223 11,577 5,217 181 181 11,396 0.26 299.38 RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 3-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Loss Rate Basin Losses Plate E-2.2 3-Hour Storm Page 5 of 13 PROJECT: Job No.:2667 BY:FOS DATE DRAINAGE AREA-ACRES 8.02 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.32 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1571.0 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.27 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 3-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Loss Rate Basin Losses 26 130 2.17 4.2 1.14 0.34 0.97 0.80 6.50 1,951 13,347 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 27 135 2.25 5.0 1.36 0.34 1.16 1.02 8.27 2,480 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 28 140 2.33 3.5 0.95 0.34 0.81 0.61 4.96 1,488 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 29 145 2.42 6.8 1.85 0.34 1.57 1.51 12.23 3,670 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 30 150 2.50 7.3 1.99 0.34 1.69 1.65 13.33 4,000 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 31 155 2.58 8.2 2.23 0.34 1.90 1.89 15.32 4,596 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 32 160 2.67 5.9 1.61 0.34 1.37 1.27 10.25 3,075 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 33 165 2.75 2.0 0.54 0.34 0.46 0.20 1.65 496 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 34 170 2.83 1.8 0.49 0.34 0.42 0.15 1.21 364 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 35 175 2.92 1.8 0.49 0.34 0.42 0.15 1.21 364 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 36 180 3.00 0.6 0.16 0.34 0.14 0.02 0.20 60 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! TOTAL RAIN RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY #DIV/0! #DIV/0! 1.27 in 0.85 acft 37,071 cu-ft #DIV/0! #DIV/0! 29,048 cu-ft 2.27 in 66,119 cu-ft #DIV/0! 15.32 cfs Plate E-2.2 3-Hour Storm Page 6 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 8.02 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.32 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1571.0 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 0.5 0.18 0.34 0.15 0.03 0.22 65 65 3,194 111 65 0 0.00 296.70 2 10 0.17 0.6 0.21 0.34 0.18 0.03 0.26 78 78 3,197 111 78 0 0.00 296.70 3 15 0.25 0.6 0.21 0.34 0.18 0.03 0.26 78 78 3,197 111 78 0 0.00 296.70 4 20 0.33 0.6 0.21 0.34 0.18 0.03 0.26 78 78 3,197 111 78 0 0.00 296.70 5 25 0.42 0.6 0.21 0.34 0.18 0.03 0.26 78 78 3,197 111 78 0 0.00 296.70 6 30 0.50 0.7 0.25 0.34 0.21 0.04 0.30 91 91 3,199 111 91 0 0.00 296.70 7 35 0.58 0.7 0.25 0.34 0.21 0.04 0.30 91 91 3,199 111 91 0 0.00 296.70 8 40 0.67 0.7 0.25 0.34 0.21 0.04 0.30 91 91 3,199 111 91 0 0.00 296.70 9 45 0.75 0.7 0.25 0.34 0.21 0.04 0.30 91 91 3,199 111 91 0 0.00 296.70 10 50 0.83 0.7 0.25 0.34 0.21 0.04 0.30 91 91 3,199 111 91 0 0.00 296.70 11 55 0.92 0.7 0.25 0.34 0.21 0.04 0.30 91 91 3,199 111 91 0 0.00 296.70 12 60 1.00 0.8 0.29 0.34 0.24 0.04 0.35 104 104 3,201 111 104 0 0.00 296.70 13 65 1.08 0.8 0.29 0.34 0.24 0.04 0.35 104 104 3,201 111 104 0 0.00 296.70 14 70 1.17 0.8 0.29 0.34 0.24 0.04 0.35 104 104 3,201 111 104 0 0.00 296.70 15 75 1.25 0.8 0.29 0.34 0.24 0.04 0.35 104 104 3,201 111 104 0 0.00 296.70 16 80 1.33 0.8 0.29 0.34 0.24 0.04 0.35 104 104 3,201 111 104 0 0.00 296.70 17 85 1.42 0.8 0.29 0.34 0.24 0.04 0.35 104 104 3,201 111 104 0 0.00 296.70 18 90 1.50 0.8 0.29 0.34 0.24 0.04 0.35 104 104 3,201 111 104 0 0.00 296.70 19 95 1.58 0.8 0.29 0.34 0.24 0.04 0.35 104 104 3,201 111 104 0 0.00 296.70 20 100 1.67 0.8 0.29 0.34 0.24 0.04 0.35 104 104 3,201 111 104 0 0.00 296.70 21 105 1.75 0.8 0.29 0.34 0.24 0.04 0.35 104 104 3,201 111 104 0 0.00 296.70 22 110 1.83 0.8 0.29 0.34 0.24 0.04 0.35 104 104 3,201 111 104 0 0.00 296.70 23 115 1.92 0.8 0.29 0.34 0.24 0.04 0.35 104 104 3,201 111 104 0 0.00 296.70 24 120 2.00 0.9 0.32 0.34 0.27 0.05 0.39 117 117 3,204 111 111 6 0.00 296.70 Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses Plate E-2.2 6-Hour Storm Page 7 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 8.02 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.32 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1571.0 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses 25 125 2.08 0.8 0.29 0.34 0.24 0.04 0.35 104 110 3,202 111 110 0 0.00 296.70 26 130 2.17 0.9 0.32 0.34 0.27 0.05 0.39 117 117 3,204 111 111 6 0.00 296.70 27 135 2.25 0.9 0.32 0.34 0.27 0.05 0.39 117 123 3,205 111 111 12 0.00 296.70 28 140 2.33 0.9 0.32 0.34 0.27 0.05 0.39 117 129 3,206 111 111 18 0.00 296.70 29 145 2.42 0.9 0.32 0.34 0.27 0.05 0.39 117 135 3,207 111 111 24 0.00 296.71 30 150 2.50 0.9 0.32 0.34 0.27 0.05 0.39 117 141 3,208 111 111 29 0.00 296.71 31 155 2.58 0.9 0.32 0.34 0.27 0.05 0.39 117 147 3,209 111 111 35 0.00 296.71 32 160 2.67 0.9 0.32 0.34 0.27 0.05 0.39 117 152 3,210 111 111 41 0.00 296.71 33 165 2.75 1.0 0.36 0.34 0.30 0.02 0.14 42 83 3,198 111 83 0 0.00 296.70 34 170 2.83 1.0 0.36 0.34 0.30 0.02 0.14 42 42 3,190 111 42 0 0.00 296.70 35 175 2.92 1.0 0.36 0.34 0.30 0.02 0.14 42 42 3,190 111 42 0 0.00 296.70 36 180 3.00 1.0 0.36 0.34 0.30 0.02 0.14 42 42 3,190 111 42 0 0.00 296.70 37 185 3.08 1.0 0.36 0.34 0.30 0.02 0.14 42 42 3,190 111 42 0 0.00 296.70 38 190 3.17 1.1 0.39 0.34 0.33 0.05 0.43 129 129 3,206 111 111 17 0.00 296.70 39 195 3.25 1.1 0.39 0.34 0.33 0.05 0.43 129 146 3,209 111 111 34 0.00 296.71 40 200 3.33 1.1 0.39 0.34 0.33 0.05 0.43 129 163 3,212 112 112 51 0.00 296.71 41 205 3.42 1.2 0.43 0.34 0.36 0.09 0.72 215 267 3,230 112 112 155 0.00 296.74 42 210 3.50 1.3 0.46 0.34 0.40 0.12 1.01 302 457 3,263 113 113 343 0.01 296.78 43 215 3.58 1.4 0.50 0.34 0.43 0.16 1.30 389 732 3,312 115 115 617 0.01 296.85 44 220 3.67 1.4 0.50 0.34 0.43 0.16 1.30 389 1,006 3,360 117 117 890 0.02 296.91 45 225 3.75 1.5 0.54 0.34 0.46 0.20 1.59 476 1,365 3,423 119 119 1,247 0.03 296.99 46 230 3.83 1.5 0.54 0.34 0.46 0.20 1.59 476 1,722 3,486 121 121 1,601 0.04 297.08 47 235 3.92 1.6 0.57 0.34 0.49 0.23 1.88 563 2,164 3,563 124 124 2,040 0.05 297.18 48 240 4.00 1.6 0.57 0.34 0.49 0.23 1.88 563 2,603 3,640 126 126 2,476 0.06 297.28 49 245 4.08 1.7 0.61 0.34 0.52 0.27 2.16 649 3,126 3,732 130 130 2,996 0.07 297.40 50 250 4.17 1.8 0.64 0.34 0.55 0.30 2.45 736 3,732 3,839 133 133 3,599 0.08 297.55 Plate E-2.2 6-Hour Storm Page 8 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 8.02 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.32 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1571.0 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses 51 255 4.25 1.9 0.68 0.34 0.58 0.34 2.74 823 4,422 3,960 137 137 4,284 0.10 297.71 52 260 4.33 2.0 0.72 0.34 0.61 0.37 3.03 910 5,194 4,095 142 142 5,052 0.12 297.89 53 265 4.42 2.1 0.75 0.34 0.64 0.41 3.32 997 6,048 4,245 147 147 5,901 0.14 298.09 54 270 4.50 2.1 0.75 0.34 0.64 0.41 3.32 997 6,898 4,395 153 153 6,745 0.15 298.29 55 275 4.58 2.2 0.79 0.34 0.67 0.45 3.61 1,083 7,828 4,558 158 158 7,670 0.18 298.50 56 280 4.67 2.3 0.82 0.34 0.70 0.48 3.90 1,170 8,840 4,736 164 164 8,676 0.20 298.74 57 285 4.75 2.4 0.86 0.34 0.73 0.52 4.19 1,257 9,933 4,928 171 171 9,762 0.22 298.99 58 290 4.83 2.4 0.86 0.34 0.73 0.52 4.19 1,257 11,019 5,118 178 178 10,841 0.25 299.25 59 295 4.92 2.5 0.89 0.34 0.76 0.55 4.48 1,344 12,185 5,323 185 185 12,000 0.28 299.52 60 300 5.00 2.6 0.93 0.34 0.79 0.59 4.77 1,431 13,430 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 61 305 5.08 3.1 1.11 0.34 0.94 0.77 6.22 1,865 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 62 310 5.17 3.6 1.29 0.34 1.09 0.95 7.66 2,299 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 63 315 5.25 3.9 1.39 0.34 1.19 1.05 8.53 2,559 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 64 320 5.33 4.2 1.50 0.34 1.28 1.16 9.40 2,819 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 65 325 5.42 4.7 1.68 0.34 1.43 1.34 10.84 3,253 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 66 330 5.50 5.6 2.00 0.34 1.70 1.66 13.45 4,035 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 67 335 5.58 1.9 0.68 0.34 0.58 0.34 2.74 823 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 68 340 5.67 0.9 0.32 0.34 0.27 0.05 0.39 117 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 69 345 5.75 0.6 0.21 0.34 0.18 0.03 0.26 78 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 70 350 5.83 0.5 0.18 0.34 0.15 0.03 0.22 65 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 71 355 5.92 0.3 0.11 0.34 0.09 0.02 0.13 39 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 72 360 6.00 0.2 0.07 0.34 0.06 0.01 0.09 26 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! TOTAL RAINFALL RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY #DIV/0! #DIV/0! 1.30 in 0.87 acft 37,813 cu-ft #DIV/0! #DIV/0! 86,799 cu-ft 2.98 in 48,986 cu-ft #DIV/0! 13.45 cfs Plate E-2.2 6-Hour Storm Page 9 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 8.02 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.32 C 0.00315 Maxwell Drywells UNIT TIME-PERCENT OF LAG 4713%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 15 0.25 0.2 0.037 0.601 0.031 0.01 0.04 40 40 3,190 332 40 0 0.00 296.70 2 30 0.50 0.3 0.055 0.594 0.047 0.01 0.07 60 60 3,194 333 60 0 0.00 296.70 3 45 0.75 0.3 0.055 0.587 0.047 0.01 0.07 60 60 3,194 333 60 0 0.00 296.70 4 60 1.00 0.4 0.073 0.580 0.062 0.01 0.09 80 80 3,197 333 80 0 0.00 296.70 5 75 1.25 0.3 0.055 0.573 0.047 0.01 0.07 60 60 3,194 333 60 0 0.00 296.70 6 90 1.50 0.3 0.055 0.567 0.047 0.01 0.07 60 60 3,194 333 60 0 0.00 296.70 7 105 1.75 0.3 0.055 0.560 0.047 0.01 0.07 60 60 3,194 333 60 0 0.00 296.70 8 120 2.00 0.4 0.073 0.553 0.062 0.01 0.09 80 80 3,197 333 80 0 0.00 296.70 9 135 2.25 0.4 0.073 0.546 0.062 0.01 0.09 80 80 3,197 333 80 0 0.00 296.70 10 150 2.50 0.4 0.073 0.540 0.062 0.01 0.09 80 80 3,197 333 80 0 0.00 296.70 11 165 2.75 0.5 0.092 0.533 0.078 0.01 0.11 100 100 3,201 333 100 0 0.00 296.70 12 180 3.00 0.5 0.092 0.527 0.078 0.01 0.11 100 100 3,201 333 100 0 0.00 296.70 13 195 3.25 0.5 0.092 0.520 0.078 0.01 0.11 100 100 3,201 333 100 0 0.00 296.70 14 210 3.50 0.5 0.092 0.514 0.078 0.01 0.11 100 100 3,201 333 100 0 0.00 296.70 15 225 3.75 0.5 0.092 0.507 0.078 0.01 0.11 100 100 3,201 333 100 0 0.00 296.70 16 240 4.00 0.6 0.110 0.501 0.094 0.02 0.13 120 120 3,204 334 120 0 0.00 296.70 17 255 4.25 0.6 0.110 0.494 0.094 0.02 0.13 120 120 3,204 334 120 0 0.00 296.70 18 270 4.50 0.7 0.129 0.488 0.109 0.02 0.16 140 140 3,208 334 140 0 0.00 296.70 19 285 4.75 0.7 0.129 0.482 0.109 0.02 0.16 140 140 3,208 334 140 0 0.00 296.70 20 300 5.00 0.8 0.147 0.476 0.125 0.02 0.18 160 160 3,211 334 160 0 0.00 296.70 21 315 5.25 0.6 0.110 0.470 0.094 0.02 0.13 120 120 3,204 334 120 0 0.00 296.70 22 330 5.50 0.7 0.129 0.463 0.109 0.02 0.16 140 140 3,208 334 140 0 0.00 296.70 23 345 5.75 0.8 0.147 0.457 0.125 0.02 0.18 160 160 3,211 334 160 0 0.00 296.70 24 360 6.00 0.8 0.147 0.451 0.125 0.02 0.18 160 160 3,211 334 160 0 0.00 296.70 25 375 6.25 0.9 0.165 0.445 0.140 0.02 0.20 180 180 3,215 335 180 0 0.00 296.70 26 390 6.50 0.9 0.165 0.439 0.140 0.02 0.20 180 180 3,215 335 180 0 0.00 296.70 27 405 6.75 1.0 0.184 0.433 0.156 0.03 0.22 201 201 3,218 335 201 0 0.00 296.70 28 420 7.00 1.0 0.184 0.428 0.156 0.03 0.22 201 201 3,218 335 201 0 0.00 296.70 29 435 7.25 1.0 0.184 0.422 0.156 0.03 0.22 201 201 3,218 335 201 0 0.00 296.70 30 450 7.50 1.1 0.202 0.416 0.172 0.03 0.25 221 221 3,222 336 221 0 0.00 296.70 31 465 7.75 1.2 0.220 0.410 0.187 0.03 0.27 241 241 3,225 336 241 0 0.00 296.70 32 480 8.00 1.3 0.239 0.405 0.203 0.04 0.29 261 261 3,229 336 261 0 0.00 296.70 33 495 8.25 1.5 0.275 0.399 0.234 0.04 0.33 301 301 3,236 337 301 0 0.00 296.70 34 510 8.50 1.5 0.275 0.394 0.234 0.04 0.33 301 301 3,236 337 301 0 0.00 296.70 35 525 8.75 1.6 0.294 0.388 0.250 0.04 0.36 321 321 3,239 337 321 0 0.00 296.70 36 540 9.00 1.7 0.312 0.383 0.265 0.05 0.38 341 341 3,243 338 338 3 0.00 296.70 37 555 9.25 1.9 0.349 0.377 0.297 0.05 0.42 381 384 3,250 339 339 46 0.00 296.71 38 570 9.50 2.0 0.367 0.372 0.312 0.06 0.45 401 447 3,261 340 340 107 0.00 296.73 39 585 9.75 2.1 0.386 0.366 0.328 0.02 0.15 139 246 3,226 336 246 0 0.00 296.70 40 600 10.00 2.2 0.404 0.361 0.343 0.04 0.35 311 311 3,238 337 311 0 0.00 296.70 41 615 10.25 1.5 0.275 0.356 0.234 0.04 0.33 301 301 3,236 337 301 0 0.00 296.70 42 630 10.50 1.5 0.275 0.351 0.234 0.04 0.33 301 301 3,236 337 301 0 0.00 296.70 43 645 10.75 2.0 0.367 0.346 0.312 0.02 0.17 156 156 3,210 334 156 0 0.00 296.70 in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses Plate E-2.2 24-Hour Storm Page 10 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 8.02 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.32 C 0.00315 Maxwell Drywells UNIT TIME-PERCENT OF LAG 4713%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses 44 660 11.00 2.0 0.367 0.341 0.312 0.03 0.21 193 193 3,217 335 193 0 0.00 296.70 45 675 11.25 1.9 0.349 0.336 0.297 0.01 0.11 96 96 3,200 333 96 0 0.00 296.70 46 690 11.50 1.9 0.349 0.331 0.297 0.02 0.15 132 132 3,206 334 132 0 0.00 296.70 47 705 11.75 1.7 0.312 0.326 0.265 0.05 0.38 341 341 3,243 338 338 3 0.00 296.70 48 720 12.00 1.8 0.330 0.321 0.281 0.01 0.08 69 72 3,196 333 72 0 0.00 296.70 49 735 12.25 2.5 0.459 0.316 0.390 0.14 1.16 1,040 1,040 3,366 351 351 690 0.02 296.86 50 750 12.50 2.6 0.477 0.311 0.406 0.17 1.34 1,208 1,898 3,516 366 366 1,531 0.04 297.06 51 765 12.75 2.8 0.514 0.307 0.437 0.21 1.68 1,510 3,041 3,717 387 387 2,654 0.06 297.32 52 780 13.00 2.9 0.532 0.302 0.453 0.23 1.86 1,677 4,331 3,944 411 411 3,920 0.09 297.62 53 795 13.25 3.4 0.624 0.298 0.531 0.33 2.64 2,379 6,299 4,289 447 447 5,852 0.13 298.08 54 810 13.50 3.4 0.624 0.293 0.531 0.33 2.68 2,412 8,264 4,635 483 483 7,781 0.18 298.53 55 825 13.75 2.3 0.422 0.289 0.359 0.13 1.08 973 8,755 4,721 492 492 8,263 0.19 298.64 56 840 14.00 2.3 0.422 0.284 0.359 0.14 1.12 1,005 9,268 4,811 501 501 8,767 0.20 298.76 57 855 14.25 2.7 0.496 0.280 0.421 0.22 1.75 1,572 10,339 4,999 521 521 9,818 0.23 299.01 58 870 14.50 2.6 0.477 0.276 0.406 0.20 1.63 1,469 11,287 5,166 538 538 10,749 0.25 299.23 59 885 14.75 2.6 0.477 0.271 0.406 0.21 1.67 1,500 12,249 5,335 556 556 11,693 0.27 299.45 60 900 15.00 2.5 0.459 0.267 0.390 0.19 1.55 1,396 13,090 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 61 915 15.25 2.4 0.441 0.263 0.375 0.18 1.44 1,292 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 62 930 15.50 2.3 0.422 0.259 0.359 0.16 1.32 1,188 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 63 945 15.75 1.9 0.349 0.255 0.297 0.09 0.76 682 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 64 960 16.00 1.9 0.349 0.251 0.297 0.10 0.79 711 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 65 975 16.25 0.4 0.073 0.247 0.062 0.01 0.09 80 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 66 990 16.50 0.4 0.073 0.244 0.062 0.01 0.09 80 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 67 1005 16.75 0.3 0.055 0.240 0.047 0.01 0.07 60 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 68 1020 17.00 0.3 0.055 0.236 0.047 0.01 0.07 60 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 69 1035 17.25 0.5 0.092 0.233 0.078 0.01 0.11 100 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 70 1050 17.50 0.5 0.092 0.229 0.078 0.01 0.11 100 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 71 1065 17.75 0.5 0.092 0.226 0.078 0.01 0.11 100 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 72 1080 18.00 0.4 0.073 0.223 0.062 0.01 0.09 80 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 73 1095 18.25 0.4 0.073 0.219 0.062 0.01 0.09 80 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 74 1110 18.50 0.4 0.073 0.216 0.062 0.01 0.09 80 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 75 1125 18.75 0.3 0.055 0.213 0.047 0.01 0.07 60 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 76 1140 19.00 0.2 0.037 0.210 0.031 0.01 0.04 40 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 77 1155 19.25 0.3 0.055 0.207 0.047 0.01 0.07 60 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 78 1170 19.50 0.4 0.073 0.204 0.062 0.01 0.09 80 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 79 1185 19.75 0.3 0.055 0.201 0.047 0.01 0.07 60 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 80 1200 20.00 0.2 0.037 0.199 0.031 0.01 0.04 40 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 81 1215 20.25 0.3 0.055 0.196 0.047 0.01 0.07 60 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 82 1230 20.50 0.3 0.055 0.193 0.047 0.01 0.07 60 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 83 1245 20.75 0.3 0.055 0.191 0.047 0.01 0.07 60 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 84 1260 21.00 0.2 0.037 0.189 0.031 0.01 0.04 40 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 85 1275 21.25 0.3 0.055 0.186 0.047 0.01 0.07 60 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 86 1290 21.50 0.2 0.037 0.184 0.031 0.01 0.04 40 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! Plate E-2.2 24-Hour Storm Page 11 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 8.02 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.32 C 0.00315 Maxwell Drywells UNIT TIME-PERCENT OF LAG 4713%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses 87 1305 21.75 0.3 0.055 0.182 0.047 0.01 0.07 60 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 88 1320 22.00 0.2 0.037 0.180 0.031 0.01 0.04 40 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 89 1335 22.25 0.3 0.055 0.179 0.047 0.01 0.07 60 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 90 1350 22.50 0.2 0.037 0.177 0.031 0.01 0.04 40 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 91 1365 22.75 0.2 0.037 0.175 0.031 0.01 0.04 40 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 92 1380 23.00 0.2 0.037 0.174 0.031 0.01 0.04 40 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 93 1395 23.25 0.2 0.037 0.173 0.031 0.01 0.04 40 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 94 1410 23.50 0.2 0.037 0.172 0.031 0.01 0.04 40 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 95 1425 23.75 0.2 0.037 0.171 0.031 0.01 0.04 40 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 96 1440 24.00 0.2 0.037 0.170 0.031 0.01 0.04 40 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY TOTAL RAINFALL RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE #DIV/0! #DIV/0! 1.10 in 0.74 acft 32,137 cu-ft #DIV/0! #DIV/0! 4.59 in 133,694 cu-ft 101,557 cu-ft #DIV/0! 2.68 cfs Plate E-2.2 24-Hour Storm Page 12 of 13 PROECT JOB No. BASIN DESIGNATION: BASIN CHARACTERISTICS CONTOUR ELEVATION INCR TOTAL INCR TOTAL INCR (ft)(ft)(sf)(sf)(cuft)(cuft)(acre-ft) 296.7 0 0 3,183 0 0 0.00 299.7 3 3 2,242 5,425 12,763 12,763 0.29 WHERE: TOTAL Retention Basin BASIN VOLUME WORKSHEET DEPTH AREA VOLUME Refuge - Palm Desert 2667 ( )()2121213 1 AAAAEEV++−= Basin Volume Worksheet Page 13 of 13 Project Summary Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):25,050 Limiting Width (ft):30.00 Effective Depth Below Asphalt (ft):10.00 Solid or Perforated Pipe:Perforated Shape Or Diameter:72 28.27 ft2 Pipe Area Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1.5 Depth A: Porous Stone Above Pipe (in):6 Depth C: Porous Stone Below Pipe (in):12 Stone Porosity (0 to 40%):40 System Sizing Use Custom Layout (at right) for layout adjustment Pipe Storage:16,116 cf To adjust layout, enter desired barrel length in the light blue boxes below. Porous Stone Storage:9,186 cf Excess Footage = 0 25,303 cf 101.0%Of Required Storage 3 barrels Barrel 12 0 Length Per Barrel:190.00 ft Barrel 11 0 Rectangular Footprint (W x L):27. ft x 193. ft Barrel 10 0 Barrel 9 0 CONTECH Materials Barrel 8 0 Total CMP Footage:570 ft Barrel 7 0 Approximate Total Pieces:24 pcs Barrel 6 0 Approximate Coupling Bands:21 bands Barrel 5 0 Approximate Truckloads:12 trucks Barrel 4 0 Construction Quantities**Barrel 3 190 Total Excavation:1930 cy Barrel 2 190 Porous Stone Backfill For Storage:851 cy Stone Barrel 1 190 Backfill to Grade Excluding Stone:483 cy Fill **Construction quantities are approximate and should be verified upon final design Number Of Barrels Exceed Graph Limitations Custom Layout Number of Barrels: 2667 DA-A Palm Desert MSA Consulting Inc. CA FOS (760) 320-9811 Total Storage Provided: 5/9/2022 Corrugated Metal Pipe Calculator Enter Information in Blue Cells 190 190 190 0 0 0 0 0 0 0 0 0 0 50 100 150 200 For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com © 2007 CONTECH Stormwater Solutions FOS 2 AMC II AREA SOIL TRIBUTARY AREAS ACRES LOW LOSS RI INFILTRATION IMPERVIOUS DESIG GROUP CONDITION NUMBER RATE PERCENT 4 A SF - DETACHED 12.138 D 32 0.74 0.60 1,300 ft 650 ft 308.5 ft ELEVATION OF CONCENTRATION POINT 296.6 ft 0.002 100 LOW LOSS RATE (Storm Events > 10 Years)85% POINT RAIN FROM NOAA ATLAS 14 1-HOUR 1.57 in 3-HOUR 2.27 in 6-HOUR 2.98 in 24-HOUR 4.59 in BASIN CHARACTERISTICS:ELEVATION AREA 296.6 ft 7,352 sf 298.6 ft 8,595 sf 299.0 ft 27,499 sf 299.6 ft 28,458 sf PERCOLATION RATE (in/hr)5.0 in/hr DRYWELL DATA NUMBER USED PERCOLATION RATE LOWEST FLOWLINE ELEVATION 297.00 LOWEST PAD ELEVATION 300.2 PROJECT NUMBER CONCENTRATION POINT DESIGNATION 2667 Retention Basin AMC NUMBER RCFCD SYNTHETIC UNIT HYDROGRAPH - SHORTCUT METHOD DATA INPUT SHEET WORKSHEET PREPARED BY: PROJECT NAME DATE May 9, 2022 Refuge - Palm Desert LENGTH OF WATERCOURSE (L) AREA DESIGNATION ELEVATION OF HEADWATER AVERAGE MANNINGS 'N' VALUE STORM FREQUENCY (YEAR) LENGTH TO POINT OPPOSITE CENTROID (Lca) Low Loss Conditions: X=Existing; D=Developed; BS=Retention DA-B Data Input Sheet Page 1 of 13 PROJECT: Job No.: BY:DATE:5/9/22 [1] AMC II [2] FREQUENCY-YEARS 100 FROM NOAA ATLAS 14 [3] STORM DURATION:Point Rain 1-HOUR 1.57 in 3-HOUR 2.27 in 6-HOUR 2.98 in 24-HOUR 4.59 in STORM DURATION 1-HOUR 3-HOUR 6-HOUR 24-HOUR RAINFALL VOLUME (cu-ft)69,176 100,019 131,302 202,241 SOIL LOSSES (cu-ft)14,998 43,941 74,102 153,627 EFFECTIVE RAIN (in)1.23 1.27 1.30 1.10 FLOOD VOLUME (cu-ft)54,178 56,078 57,200 48,614 (acre-ft)1.24 1.29 1.31 1.12 REQUIRED STORAGE (cu-ft)#DIV/0!#DIV/0!38,418 16,922 (acre-ft)#DIV/0!#DIV/0!0.88 0.39 FACTOR OF SAFETY #DIV/0!#DIV/0!1.03 2.34 STORAGE PROVIDED (cu-ft) (acre-ft) PEAK FLOW (cfs)n/a 23.17 20.34 4.05 MAXIMUM WSEL (ft)#DIV/0!#DIV/0!299.56 298.66 DEPTH (ft)#DIV/0!#DIV/0!2.96 2.06 DIFFERENCE (ft)#DIV/0!#DIV/0!-2.56 -1.66 DIFFERENCE (ft)#DIV/0!#DIV/0!0.64 1.54 ESTIMATED TIME TO DEWATER BASIN Based on Total Flood Volume & Average Percolation Rate (days)#DIV/0!#DIV/0!0.6 1.0 Retention Basin DA-B Refuge - Palm Desert [10] H-FEET [9] ELEVATION OF CONCENTRATION POINT 12.138 PHYSICAL DATA [1] CONCENTRATION POINT HYDROLOGY MANUAL BASIC DATA CALCULATION FORM 2667 FOS RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD [2] AREA DESIGNATION [3] AREA - ACRES [4] L-FEET [5] L-MILES 1300 0.246 [13] L*LCA/S^0.5 6.95 [11] S-FEET/MILE [6] La-FEET [7] La-MILES [8] ELEVATION OF HEADWATER 0.004 650.00 [12] S^0.5 0.123 48.3 308.5 296.6 11.9 0.002 [17] 100% OF LAG-MINUTES 0.4 0.4 [14] AVERAGE MANNINGS 'N' [15] LAG TIME-HOURS 0.01 [16] LAG TIME-MINUTES [18] 200% OF LAG-MINUTES RAINFALL DATA 0.7 NOTE: PEAK FLOW FOR THE 1-HOUR STORM IS NOT REPRESENTATIVE. PER RCFCD PEAK DISCHARGES FROM THE 3-HOUR STORM SHOULD NORMALLY COMPARE WELL WITH RATIONAL PEAKS. LOWEST PAD ELEVATION LOWEST FLOWLINE ELEVATION STORM EVENT SUMMARY 300.2 297.00 39,579 0.91 Plate E-2.1 Page 2 of 13 PROJECT: Job No.: BY:DATE:5/9/22 MAX LOW LOW MIN SOIL RI PERVIOUS DECIMAL ADJUSTED AREA AREA AVERAGE LOSS LOSS RATE AVERAGE GROUP NUMBER AREA PERCENT INFILTRATION WEIGHTED ADJUSTED CONDITION PER ADJUSTED INFILTRATION OF AREA RATE AVERAGE INFILTRATION RCFC/2322 INFILTRATION RATE IMPERVIOUS RATE RATE (in/hr)(in/hr)(in/hr) [Plate C-1][Plate E-6.1][Plate E-6.2][Plate E-6.3] A 32 0.74 60%0.34 12.138 1.000 0.3404 DEVELOPED 0.4200 0.4200 SUM 12.138 SUM 0.3404 0.4200 VARIABLE LOSS RATE CURVE (24-HOUR STORM ONLY) Fm=0.1702 NOTE: Low loss rates established per RCFC/2322 (Dated: May-30-95) C=0.00315 For 10 Year Storms or Less Ft=C(24-(T/60))^1.55+Fm =0.00315 0.17 in/hr Undeveloped Condition: Low Loss = 90% CONSTANT LOSS RATE (3 & 6 HOUR STORMS)=0.3404 Developed Condition: Low Loss = 0.9 - (0.8 * %impervious) LOW LOSS RATE =0.8500 Basin Site: Low Loss = 10% Where:For 100 Year Storm - Low Loss should be between 80% & 90% T=Time in minutes. To get an average value for each unit time period, Use T=1/2 the unit time for the first time period,of the Rainfall Rate T=1 1/2 unit time for the second period, etc. AVERAGE ADJUSTED LOSS RATE RCFC & WCD HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD BASIC DATA CALCULATION FORM Refuge - Palm Desert FOS 2667 AMC II (24-(T/60))^1.55 + LAND USE SF - DETACHED Plate E-2.1 Page 3 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 12.14 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.37 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1369.6 Number 0 TOTAL ADJUSTED STORM RAIN-INCHES 1.57 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE-in/hr 0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 3.6 0.68 0.34 0.58 0.34 4.13 1,240 1,240 7,449 259 259 982 0.02 296.72 2 10 0.17 4.2 0.79 0.34 0.67 0.45 5.52 1,656 2,637 7,558 262 262 2,375 0.05 296.90 3 15 0.25 4.4 0.83 0.34 0.70 0.49 5.98 1,794 4,169 7,677 267 267 3,902 0.09 297.09 4 20 0.33 4.6 0.87 0.34 0.74 0.53 6.44 1,932 5,834 7,807 271 271 5,563 0.13 297.30 5 25 0.42 5.0 0.94 0.34 0.80 0.60 7.36 2,209 7,772 7,958 276 276 7,496 0.17 297.54 6 30 0.50 5.6 1.06 0.34 0.90 0.71 8.75 2,624 10,120 8,142 283 283 9,837 0.23 297.83 7 35 0.58 6.4 1.21 0.34 1.02 0.87 10.59 3,177 13,015 8,367 291 291 12,724 0.29 298.20 8 40 0.67 8.1 1.53 0.34 1.30 1.19 14.51 4,353 17,078 11,754 408 408 16,669 0.38 298.64 9 45 0.75 13.1 2.47 0.34 2.10 2.13 26.04 7,812 24,482 27,595 958 958 23,523 0.54 299.03 10 50 0.83 34.5 6.50 0.34 5.52 6.16 75.39 22,616 46,139 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 11 55 0.92 6.7 1.26 0.34 1.07 0.92 11.28 3,385 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 12 60 1.00 3.8 0.72 0.34 0.61 0.38 4.60 1,379 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! TOTAL RAINFALL 1.57 in RAINFALL VOLUME 69,176 cu-ft SOIL LOSSES 14,998 cu-ft EFFECTIVE RAIN 1.23 in FLOOD VOLUME 1.24 acft FLOOD VOLUME 54,178 cu-ft REQUIRED STORAGE #DIV/0! REQUIRED STORAGE #DIV/0! MAX WSEL #DIV/0! PEAK FLOW RATE 75.39 cfs TOTAL BASIN LOSSES #DIV/0! AVERAGE PERCOLATION RATE #DIV/0! Refuge - Palm DesertRCFC & WCD HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD SHORTCUT METHOD 1-HOUR STORM EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Total In Basin in/hr Time Loss Rate Basin Losses Plate E-2.2 1-Hour Storm Page 4 of 13 PROJECT: Job No.:2667 BY:FOS DATE DRAINAGE AREA-ACRES 12.14 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.37 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1369.6 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.27 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 1.3 0.35 0.34 0.30 0.01 0.17 50 50 7,356 255 50 0 0.00 296.60 2 10 0.17 1.3 0.35 0.34 0.30 0.01 0.17 50 50 7,356 255 50 0 0.00 296.60 3 15 0.25 1.1 0.30 0.34 0.25 0.04 0.55 165 165 7,365 256 165 0 0.00 296.60 4 20 0.33 1.5 0.41 0.34 0.35 0.07 0.83 250 250 7,372 256 250 0 0.00 296.60 5 25 0.42 1.5 0.41 0.34 0.35 0.07 0.83 250 250 7,372 256 250 0 0.00 296.60 6 30 0.50 1.8 0.49 0.34 0.42 0.15 1.83 550 550 7,395 257 257 294 0.01 296.64 7 35 0.58 1.5 0.41 0.34 0.35 0.07 0.83 250 544 7,394 257 257 287 0.01 296.64 8 40 0.67 1.8 0.49 0.34 0.42 0.15 1.83 550 838 7,417 258 258 580 0.01 296.67 9 45 0.75 1.8 0.49 0.34 0.42 0.15 1.83 550 1,131 7,440 258 258 872 0.02 296.71 10 50 0.83 1.5 0.41 0.34 0.35 0.07 0.83 250 1,123 7,440 258 258 865 0.02 296.71 11 55 0.92 1.6 0.44 0.34 0.37 0.10 1.17 350 1,215 7,447 259 259 956 0.02 296.72 12 60 1.00 1.8 0.49 0.34 0.42 0.15 1.83 550 1,507 7,470 259 259 1,247 0.03 296.76 13 65 1.08 2.2 0.60 0.34 0.51 0.26 3.17 951 2,198 7,524 261 261 1,937 0.04 296.84 14 70 1.17 2.2 0.60 0.34 0.51 0.26 3.17 951 2,887 7,577 263 263 2,624 0.06 296.93 15 75 1.25 2.2 0.60 0.34 0.51 0.26 3.17 951 3,575 7,631 265 265 3,310 0.08 297.02 16 80 1.33 2.0 0.54 0.34 0.46 0.20 2.50 751 4,060 7,669 266 266 3,794 0.09 297.08 17 85 1.42 2.6 0.71 0.34 0.60 0.37 4.50 1,351 5,145 7,753 269 269 4,875 0.11 297.21 18 90 1.50 2.7 0.74 0.34 0.63 0.40 4.84 1,451 6,326 7,846 272 272 6,054 0.14 297.36 19 95 1.58 2.4 0.65 0.34 0.56 0.31 3.84 1,151 7,204 7,914 275 275 6,929 0.16 297.47 20 100 1.67 2.7 0.74 0.34 0.63 0.40 4.84 1,451 8,380 8,006 278 278 8,102 0.19 297.62 21 105 1.75 3.3 0.90 0.34 0.76 0.56 6.84 2,051 10,153 8,144 283 283 9,870 0.23 297.84 22 110 1.83 3.1 0.84 0.34 0.72 0.50 6.17 1,851 11,721 8,267 287 287 11,434 0.26 298.04 23 115 1.92 2.9 0.79 0.34 0.67 0.45 5.50 1,651 13,084 8,373 291 291 12,794 0.29 298.21 24 120 2.00 3.0 0.82 0.34 0.69 0.48 5.84 1,751 14,544 8,487 295 295 14,250 0.33 298.39 25 125 2.08 3.1 0.84 0.34 0.72 0.50 6.17 1,851 16,100 9,062 315 315 15,786 0.36 298.58 Total In Basin in/hr MANUAL 3-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Loss Rate Basin Losses RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Plate E-2.2 3-Hour Storm Page 5 of 13 PROJECT: Job No.:2667 BY:FOS DATE DRAINAGE AREA-ACRES 12.14 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.37 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1369.6 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.27 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft Total In Basin in/hr MANUAL 3-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Loss Rate Basin Losses RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD 26 130 2.17 4.2 1.14 0.34 0.97 0.80 9.84 2,951 18,737 16,324 567 567 18,170 0.42 298.73 27 135 2.25 5.0 1.36 0.34 1.16 1.02 12.50 3,751 21,921 25,096 871 871 21,050 0.48 298.90 28 140 2.33 3.5 0.95 0.34 0.81 0.61 7.50 2,251 23,300 27,528 956 956 22,345 0.51 298.97 29 145 2.42 6.8 1.85 0.34 1.57 1.51 18.50 5,551 27,896 27,791 965 965 26,931 0.62 299.15 30 150 2.50 7.3 1.99 0.34 1.69 1.65 20.17 6,051 32,982 28,081 975 975 32,007 0.73 299.33 31 155 2.58 8.2 2.23 0.34 1.90 1.89 23.17 6,952 38,959 28,423 987 987 37,972 0.87 299.54 32 160 2.67 5.9 1.61 0.34 1.37 1.27 15.50 4,651 42,623 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 33 165 2.75 2.0 0.54 0.34 0.46 0.20 2.50 751 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 34 170 2.83 1.8 0.49 0.34 0.42 0.15 1.83 550 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 35 175 2.92 1.8 0.49 0.34 0.42 0.15 1.83 550 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 36 180 3.00 0.6 0.16 0.34 0.14 0.02 0.30 90 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! TOTAL RAIN RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE 43,941 cu-ft 2.27 in 100,019 cu-ft #DIV/0! 23.17 cfs #DIV/0! #DIV/0! 1.27 in 1.29 acft 56,078 cu-ft #DIV/0! #DIV/0! EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY Plate E-2.2 3-Hour Storm Page 6 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 12.14 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.37 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1369.6 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 0.5 0.18 0.34 0.15 0.03 0.33 98 98 7,360 256 98 0 0.00 296.60 2 10 0.17 0.6 0.21 0.34 0.18 0.03 0.39 118 118 7,361 256 118 0 0.00 296.60 3 15 0.25 0.6 0.21 0.34 0.18 0.03 0.39 118 118 7,361 256 118 0 0.00 296.60 4 20 0.33 0.6 0.21 0.34 0.18 0.03 0.39 118 118 7,361 256 118 0 0.00 296.60 5 25 0.42 0.6 0.21 0.34 0.18 0.03 0.39 118 118 7,361 256 118 0 0.00 296.60 6 30 0.50 0.7 0.25 0.34 0.21 0.04 0.46 138 138 7,363 256 138 0 0.00 296.60 7 35 0.58 0.7 0.25 0.34 0.21 0.04 0.46 138 138 7,363 256 138 0 0.00 296.60 8 40 0.67 0.7 0.25 0.34 0.21 0.04 0.46 138 138 7,363 256 138 0 0.00 296.60 9 45 0.75 0.7 0.25 0.34 0.21 0.04 0.46 138 138 7,363 256 138 0 0.00 296.60 10 50 0.83 0.7 0.25 0.34 0.21 0.04 0.46 138 138 7,363 256 138 0 0.00 296.60 11 55 0.92 0.7 0.25 0.34 0.21 0.04 0.46 138 138 7,363 256 138 0 0.00 296.60 12 60 1.00 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 13 65 1.08 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 14 70 1.17 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 15 75 1.25 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 16 80 1.33 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 17 85 1.42 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 18 90 1.50 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 19 95 1.58 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 20 100 1.67 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 21 105 1.75 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 22 110 1.83 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 23 115 1.92 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 24 120 2.00 0.9 0.32 0.34 0.27 0.05 0.59 177 177 7,366 256 177 0 0.00 296.60 Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses Plate E-2.2 6-Hour Storm Page 7 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 12.14 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.37 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1369.6 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses 25 125 2.08 0.8 0.29 0.34 0.24 0.04 0.53 158 158 7,364 256 158 0 0.00 296.60 26 130 2.17 0.9 0.32 0.34 0.27 0.05 0.59 177 177 7,366 256 177 0 0.00 296.60 27 135 2.25 0.9 0.32 0.34 0.27 0.05 0.59 177 177 7,366 256 177 0 0.00 296.60 28 140 2.33 0.9 0.32 0.34 0.27 0.05 0.59 177 177 7,366 256 177 0 0.00 296.60 29 145 2.42 0.9 0.32 0.34 0.27 0.05 0.59 177 177 7,366 256 177 0 0.00 296.60 30 150 2.50 0.9 0.32 0.34 0.27 0.05 0.59 177 177 7,366 256 177 0 0.00 296.60 31 155 2.58 0.9 0.32 0.34 0.27 0.05 0.59 177 177 7,366 256 177 0 0.00 296.60 32 160 2.67 0.9 0.32 0.34 0.27 0.05 0.59 177 177 7,366 256 177 0 0.00 296.60 33 165 2.75 1.0 0.36 0.34 0.30 0.02 0.21 63 63 7,357 255 63 0 0.00 296.60 34 170 2.83 1.0 0.36 0.34 0.30 0.02 0.21 63 63 7,357 255 63 0 0.00 296.60 35 175 2.92 1.0 0.36 0.34 0.30 0.02 0.21 63 63 7,357 255 63 0 0.00 296.60 36 180 3.00 1.0 0.36 0.34 0.30 0.02 0.21 63 63 7,357 255 63 0 0.00 296.60 37 185 3.08 1.0 0.36 0.34 0.30 0.02 0.21 63 63 7,357 255 63 0 0.00 296.60 38 190 3.17 1.1 0.39 0.34 0.33 0.05 0.65 194 194 7,367 256 194 0 0.00 296.60 39 195 3.25 1.1 0.39 0.34 0.33 0.05 0.65 194 194 7,367 256 194 0 0.00 296.60 40 200 3.33 1.1 0.39 0.34 0.33 0.05 0.65 194 194 7,367 256 194 0 0.00 296.60 41 205 3.42 1.2 0.43 0.34 0.36 0.09 1.09 326 326 7,377 256 256 70 0.00 296.61 42 210 3.50 1.3 0.46 0.34 0.40 0.12 1.52 457 527 7,393 257 257 270 0.01 296.63 43 215 3.58 1.4 0.50 0.34 0.43 0.16 1.96 588 858 7,419 258 258 601 0.01 296.68 44 220 3.67 1.4 0.50 0.34 0.43 0.16 1.96 588 1,189 7,445 258 258 931 0.02 296.72 45 225 3.75 1.5 0.54 0.34 0.46 0.20 2.40 720 1,650 7,481 260 260 1,390 0.03 296.77 46 230 3.83 1.5 0.54 0.34 0.46 0.20 2.40 720 2,110 7,517 261 261 1,849 0.04 296.83 47 235 3.92 1.6 0.57 0.34 0.49 0.23 2.84 851 2,700 7,563 263 263 2,438 0.06 296.91 48 240 4.00 1.6 0.57 0.34 0.49 0.23 2.84 851 3,289 7,609 264 264 3,024 0.07 296.98 49 245 4.08 1.7 0.61 0.34 0.52 0.27 3.27 982 4,007 7,665 266 266 3,740 0.09 297.07 50 250 4.17 1.8 0.64 0.34 0.55 0.30 3.71 1,114 4,854 7,731 268 268 4,586 0.11 297.18 Plate E-2.2 6-Hour Storm Page 8 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 12.14 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.37 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1369.6 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses 51 255 4.25 1.9 0.68 0.34 0.58 0.34 4.15 1,245 5,830 7,807 271 271 5,559 0.13 297.30 52 260 4.33 2.0 0.72 0.34 0.61 0.37 4.59 1,376 6,936 7,893 274 274 6,662 0.15 297.44 53 265 4.42 2.1 0.75 0.34 0.64 0.41 5.02 1,507 8,169 7,989 277 277 7,892 0.18 297.59 54 270 4.50 2.1 0.75 0.34 0.64 0.41 5.02 1,507 9,399 8,085 281 281 9,118 0.21 297.74 55 275 4.58 2.2 0.79 0.34 0.67 0.45 5.46 1,639 10,757 8,191 284 284 10,473 0.24 297.91 56 280 4.67 2.3 0.82 0.34 0.70 0.48 5.90 1,770 12,243 8,307 288 288 11,954 0.27 298.10 57 285 4.75 2.4 0.86 0.34 0.73 0.52 6.34 1,901 13,856 8,433 293 293 13,563 0.31 298.30 58 290 4.83 2.4 0.86 0.34 0.73 0.52 6.34 1,901 15,464 8,559 297 297 15,167 0.35 298.50 59 295 4.92 2.5 0.89 0.34 0.76 0.55 6.78 2,033 17,200 12,091 420 420 16,780 0.39 298.65 60 300 5.00 2.6 0.93 0.34 0.79 0.59 7.21 2,164 18,944 16,895 587 587 18,357 0.42 298.74 61 305 5.08 3.1 1.11 0.34 0.94 0.77 9.40 2,820 21,178 23,049 800 800 20,377 0.47 298.86 62 310 5.17 3.6 1.29 0.34 1.09 0.95 11.59 3,477 23,854 27,560 957 957 22,898 0.53 299.00 63 315 5.25 3.9 1.39 0.34 1.19 1.05 12.90 3,871 26,768 27,726 963 963 25,806 0.59 299.11 64 320 5.33 4.2 1.50 0.34 1.28 1.16 14.22 4,265 30,071 27,915 969 969 29,101 0.67 299.23 65 325 5.42 4.7 1.68 0.34 1.43 1.34 16.40 4,921 34,023 28,141 977 977 33,046 0.76 299.37 66 330 5.50 5.6 2.00 0.34 1.70 1.66 20.34 6,103 39,149 28,433 987 987 38,161 0.88 299.55 67 335 5.58 1.9 0.68 0.34 0.58 0.34 4.15 1,245 39,406 28,448 988 988 38,418 0.88 299.56 68 340 5.67 0.9 0.32 0.34 0.27 0.05 0.59 177 38,596 28,402 986 986 37,610 0.86 299.53 69 345 5.75 0.6 0.21 0.34 0.18 0.03 0.39 118 37,728 28,352 984 984 36,743 0.84 299.50 70 350 5.83 0.5 0.18 0.34 0.15 0.03 0.33 98 36,842 28,302 983 983 35,859 0.82 299.47 71 355 5.92 0.3 0.11 0.34 0.09 0.02 0.20 59 35,918 28,249 981 981 34,937 0.80 299.43 72 360 6.00 0.2 0.07 0.34 0.06 0.01 0.13 39 34,977 28,195 979 979 33,998 0.78 299.40 TOTAL RAINFALL RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE 131,302 cu-ft 2.98 in 74,102 cu-ft 299.56 ft 20.34 cfs 64.45 cf/min 23,202 cu-ft 1.30 in 1.31 acft 57,200 cu-ft 0.88 acft 38,418 cu-ft EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY Plate E-2.2 6-Hour Storm Page 9 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 12.14 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.37 C 0.00315 Maxwell Drywells UNIT TIME-PERCENT OF LAG 4109%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 15 0.25 0.2 0.037 0.601 0.031 0.01 0.07 61 61 7,357 766 61 0 0.00 296.60 2 30 0.50 0.3 0.055 0.594 0.047 0.01 0.10 91 91 7,359 767 91 0 0.00 296.60 3 45 0.75 0.3 0.055 0.587 0.047 0.01 0.10 91 91 7,359 767 91 0 0.00 296.60 4 60 1.00 0.4 0.073 0.580 0.062 0.01 0.13 121 121 7,361 767 121 0 0.00 296.60 5 75 1.25 0.3 0.055 0.573 0.047 0.01 0.10 91 91 7,359 767 91 0 0.00 296.60 6 90 1.50 0.3 0.055 0.567 0.047 0.01 0.10 91 91 7,359 767 91 0 0.00 296.60 7 105 1.75 0.3 0.055 0.560 0.047 0.01 0.10 91 91 7,359 767 91 0 0.00 296.60 8 120 2.00 0.4 0.073 0.553 0.062 0.01 0.13 121 121 7,361 767 121 0 0.00 296.60 9 135 2.25 0.4 0.073 0.546 0.062 0.01 0.13 121 121 7,361 767 121 0 0.00 296.60 10 150 2.50 0.4 0.073 0.540 0.062 0.01 0.13 121 121 7,361 767 121 0 0.00 296.60 11 165 2.75 0.5 0.092 0.533 0.078 0.01 0.17 152 152 7,364 767 152 0 0.00 296.60 12 180 3.00 0.5 0.092 0.527 0.078 0.01 0.17 152 152 7,364 767 152 0 0.00 296.60 13 195 3.25 0.5 0.092 0.520 0.078 0.01 0.17 152 152 7,364 767 152 0 0.00 296.60 14 210 3.50 0.5 0.092 0.514 0.078 0.01 0.17 152 152 7,364 767 152 0 0.00 296.60 15 225 3.75 0.5 0.092 0.507 0.078 0.01 0.17 152 152 7,364 767 152 0 0.00 296.60 16 240 4.00 0.6 0.110 0.501 0.094 0.02 0.20 182 182 7,366 767 182 0 0.00 296.60 17 255 4.25 0.6 0.110 0.494 0.094 0.02 0.20 182 182 7,366 767 182 0 0.00 296.60 18 270 4.50 0.7 0.129 0.488 0.109 0.02 0.24 212 212 7,369 768 212 0 0.00 296.60 19 285 4.75 0.7 0.129 0.482 0.109 0.02 0.24 212 212 7,369 768 212 0 0.00 296.60 20 300 5.00 0.8 0.147 0.476 0.125 0.02 0.27 243 243 7,371 768 243 0 0.00 296.60 21 315 5.25 0.6 0.110 0.470 0.094 0.02 0.20 182 182 7,366 767 182 0 0.00 296.60 22 330 5.50 0.7 0.129 0.463 0.109 0.02 0.24 212 212 7,369 768 212 0 0.00 296.60 23 345 5.75 0.8 0.147 0.457 0.125 0.02 0.27 243 243 7,371 768 243 0 0.00 296.60 24 360 6.00 0.8 0.147 0.451 0.125 0.02 0.27 243 243 7,371 768 243 0 0.00 296.60 25 375 6.25 0.9 0.165 0.445 0.140 0.02 0.30 273 273 7,373 768 273 0 0.00 296.60 26 390 6.50 0.9 0.165 0.439 0.140 0.02 0.30 273 273 7,373 768 273 0 0.00 296.60 27 405 6.75 1.0 0.184 0.433 0.156 0.03 0.34 303 303 7,376 768 303 0 0.00 296.60 28 420 7.00 1.0 0.184 0.428 0.156 0.03 0.34 303 303 7,376 768 303 0 0.00 296.60 29 435 7.25 1.0 0.184 0.422 0.156 0.03 0.34 303 303 7,376 768 303 0 0.00 296.60 30 450 7.50 1.1 0.202 0.416 0.172 0.03 0.37 334 334 7,378 769 334 0 0.00 296.60 31 465 7.75 1.2 0.220 0.410 0.187 0.03 0.40 364 364 7,380 769 364 0 0.00 296.60 32 480 8.00 1.3 0.239 0.405 0.203 0.04 0.44 394 394 7,383 769 394 0 0.00 296.60 33 495 8.25 1.5 0.275 0.399 0.234 0.04 0.51 455 455 7,388 770 455 0 0.00 296.60 34 510 8.50 1.5 0.275 0.394 0.234 0.04 0.51 455 455 7,388 770 455 0 0.00 296.60 35 525 8.75 1.6 0.294 0.388 0.250 0.04 0.54 485 485 7,390 770 485 0 0.00 296.60 36 540 9.00 1.7 0.312 0.383 0.265 0.05 0.57 516 516 7,392 770 516 0 0.00 296.60 37 555 9.25 1.9 0.349 0.377 0.297 0.05 0.64 576 576 7,397 771 576 0 0.00 296.60 38 570 9.50 2.0 0.367 0.372 0.312 0.06 0.67 607 607 7,399 771 607 0 0.00 296.60 39 585 9.75 2.1 0.386 0.366 0.328 0.02 0.23 210 210 7,368 768 210 0 0.00 296.60 40 600 10.00 2.2 0.404 0.361 0.343 0.04 0.52 471 471 7,389 770 471 0 0.00 296.60 41 615 10.25 1.5 0.275 0.356 0.234 0.04 0.51 455 455 7,388 770 455 0 0.00 296.60 42 630 10.50 1.5 0.275 0.351 0.234 0.04 0.51 455 455 7,388 770 455 0 0.00 296.60 43 645 10.75 2.0 0.367 0.346 0.312 0.02 0.26 237 237 7,370 768 237 0 0.00 296.60 RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Plate E-2.2 24-Hour Storm Page 10 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 12.14 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.37 C 0.00315 Maxwell Drywells UNIT TIME-PERCENT OF LAG 4109%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM 44 660 11.00 2.0 0.367 0.341 0.312 0.03 0.32 292 292 7,375 768 292 0 0.00 296.60 45 675 11.25 1.9 0.349 0.336 0.297 0.01 0.16 145 145 7,363 767 145 0 0.00 296.60 46 690 11.50 1.9 0.349 0.331 0.297 0.02 0.22 200 200 7,368 767 200 0 0.00 296.60 47 705 11.75 1.7 0.312 0.326 0.265 0.05 0.57 516 516 7,392 770 516 0 0.00 296.60 48 720 12.00 1.8 0.330 0.321 0.281 0.01 0.12 105 105 7,360 767 105 0 0.00 296.60 49 735 12.25 2.5 0.459 0.316 0.390 0.14 1.75 1,573 1,573 7,475 779 779 795 0.02 296.70 50 750 12.50 2.6 0.477 0.311 0.406 0.17 2.03 1,828 2,623 7,557 787 787 1,835 0.04 296.83 51 765 12.75 2.8 0.514 0.307 0.437 0.21 2.54 2,284 4,119 7,673 799 799 3,320 0.08 297.02 52 780 13.00 2.9 0.532 0.302 0.453 0.23 2.82 2,537 5,857 7,809 813 813 5,043 0.12 297.23 53 795 13.25 3.4 0.624 0.298 0.531 0.33 4.00 3,598 8,642 8,026 836 836 7,806 0.18 297.58 54 810 13.50 3.4 0.624 0.293 0.531 0.33 4.05 3,648 11,454 8,246 859 859 10,595 0.24 297.93 55 825 13.75 2.3 0.422 0.289 0.359 0.13 1.64 1,473 12,068 8,294 864 864 11,204 0.26 298.01 56 840 14.00 2.3 0.422 0.284 0.359 0.14 1.69 1,521 12,725 8,345 869 869 11,855 0.27 298.09 57 855 14.25 2.7 0.496 0.280 0.421 0.22 2.64 2,378 14,233 8,463 882 882 13,351 0.31 298.28 58 870 14.50 2.6 0.477 0.276 0.406 0.20 2.47 2,222 15,574 8,567 892 892 14,681 0.34 298.44 59 885 14.75 2.6 0.477 0.271 0.406 0.21 2.52 2,269 16,950 11,403 1,188 1,188 15,762 0.36 298.58 60 900 15.00 2.5 0.459 0.267 0.390 0.19 2.35 2,112 17,875 13,950 1,453 1,453 16,422 0.38 298.63 61 915 15.25 2.4 0.441 0.263 0.375 0.18 2.17 1,955 18,377 15,333 1,597 1,597 16,780 0.39 298.65 62 930 15.50 2.3 0.422 0.259 0.359 0.16 2.00 1,797 18,577 15,884 1,655 1,655 16,922 0.39 298.66 63 945 15.75 1.9 0.349 0.255 0.297 0.09 1.15 1,032 17,954 14,169 1,476 1,476 16,478 0.38 298.63 64 960 16.00 1.9 0.349 0.251 0.297 0.10 1.19 1,075 17,553 13,064 1,361 1,361 16,192 0.37 298.62 65 975 16.25 0.4 0.073 0.247 0.062 0.01 0.13 121 16,314 9,650 1,005 1,005 15,309 0.35 298.52 66 990 16.50 0.4 0.073 0.244 0.062 0.01 0.13 121 15,430 8,556 891 891 14,539 0.33 298.43 67 1005 16.75 0.3 0.055 0.240 0.047 0.01 0.10 91 14,630 8,493 885 885 13,745 0.32 298.33 68 1020 17.00 0.3 0.055 0.236 0.047 0.01 0.10 91 13,836 8,432 878 878 12,958 0.30 298.23 69 1035 17.25 0.5 0.092 0.233 0.078 0.01 0.17 152 13,109 8,375 872 872 12,237 0.28 298.14 70 1050 17.50 0.5 0.092 0.229 0.078 0.01 0.17 152 12,389 8,319 867 867 11,522 0.26 298.05 71 1065 17.75 0.5 0.092 0.226 0.078 0.01 0.17 152 11,674 8,263 861 861 10,813 0.25 297.96 72 1080 18.00 0.4 0.073 0.223 0.062 0.01 0.13 121 10,934 8,205 855 855 10,080 0.23 297.87 73 1095 18.25 0.4 0.073 0.219 0.062 0.01 0.13 121 10,201 8,148 849 849 9,352 0.21 297.77 74 1110 18.50 0.4 0.073 0.216 0.062 0.01 0.13 121 9,474 8,091 843 843 8,631 0.20 297.68 75 1125 18.75 0.3 0.055 0.213 0.047 0.01 0.10 91 8,722 8,033 837 837 7,885 0.18 297.59 76 1140 19.00 0.2 0.037 0.210 0.031 0.01 0.07 61 7,946 7,972 830 830 7,115 0.16 297.49 77 1155 19.25 0.3 0.055 0.207 0.047 0.01 0.10 91 7,206 7,914 824 824 6,382 0.15 297.40 78 1170 19.50 0.4 0.073 0.204 0.062 0.01 0.13 121 6,503 7,859 819 819 5,685 0.13 297.31 79 1185 19.75 0.3 0.055 0.201 0.047 0.01 0.10 91 5,776 7,803 813 813 4,963 0.11 297.22 80 1200 20.00 0.2 0.037 0.199 0.031 0.01 0.07 61 5,024 7,744 807 807 4,217 0.10 297.13 81 1215 20.25 0.3 0.055 0.196 0.047 0.01 0.10 91 4,308 7,688 801 801 3,507 0.08 297.04 82 1230 20.50 0.3 0.055 0.193 0.047 0.01 0.10 91 3,598 7,633 795 795 2,803 0.06 296.95 83 1245 20.75 0.3 0.055 0.191 0.047 0.01 0.10 91 2,894 7,578 789 789 2,105 0.05 296.86 84 1260 21.00 0.2 0.037 0.189 0.031 0.01 0.07 61 2,165 7,521 783 783 1,382 0.03 296.77 85 1275 21.25 0.3 0.055 0.186 0.047 0.01 0.10 91 1,473 7,467 778 778 695 0.02 296.69 86 1290 21.50 0.2 0.037 0.184 0.031 0.01 0.07 61 756 7,411 772 756 0 0.00 296.60 Plate E-2.2 24-Hour Storm Page 11 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 12.14 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.37 C 0.00315 Maxwell Drywells UNIT TIME-PERCENT OF LAG 4109%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM 87 1305 21.75 0.3 0.055 0.182 0.047 0.01 0.10 91 91 7,359 767 91 0 0.00 296.60 88 1320 22.00 0.2 0.037 0.180 0.031 0.01 0.07 61 61 7,357 766 61 0 0.00 296.60 89 1335 22.25 0.3 0.055 0.179 0.047 0.01 0.10 91 91 7,359 767 91 0 0.00 296.60 90 1350 22.50 0.2 0.037 0.177 0.031 0.01 0.07 61 61 7,357 766 61 0 0.00 296.60 91 1365 22.75 0.2 0.037 0.175 0.031 0.01 0.07 61 61 7,357 766 61 0 0.00 296.60 92 1380 23.00 0.2 0.037 0.174 0.031 0.01 0.07 61 61 7,357 766 61 0 0.00 296.60 93 1395 23.25 0.2 0.037 0.173 0.031 0.01 0.07 61 61 7,357 766 61 0 0.00 296.60 94 1410 23.50 0.2 0.037 0.172 0.031 0.01 0.07 61 61 7,357 766 61 0 0.00 296.60 95 1425 23.75 0.2 0.037 0.171 0.031 0.01 0.07 61 61 7,357 766 61 0 0.00 296.60 96 1440 24.00 0.2 0.037 0.170 0.031 0.01 0.07 61 61 7,357 766 61 0 0.00 296.60 EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY TOTAL RAINFALL RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE 4.59 in 202,241 cu-ft 153,627 cu-ft 298.66 ft 4.05 cfs 48,614 cu-ft 33.76 cf/min 1.10 in 1.12 acft 48,614 cu-ft 0.39 acft 16,922 cu-ft Plate E-2.2 24-Hour Storm Page 12 of 13 PROECT JOB No. BASIN DESIGNATION: BASIN CHARACTERISTICS CONTOUR ELEVATION INCR TOTAL INCR TOTAL INCR (ft)(ft)(sf)(sf)(cuft)(cuft)(acre-ft) 296.6 0 0 7,352 0 0 0.00 298.6 2 2 1,243 8,595 15,931 15,931 0.37 299 0.4 2.4 18,904 27,499 6,862 22,793 0.52 299.6 0.6 3 959 28,458 16,786 39,579 0.91 WHERE: TOTAL Retention Basin BASIN VOLUME WORKSHEET DEPTH AREA VOLUME Refuge - Palm Desert 2667 ( )()2121213 1 AAAAEEV++−= Basin Volume Worksheet Page 13 of 13 Project Summary Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):17,621 Limiting Width (ft):20.00 Effective Depth Below Asphalt (ft):10.00 Solid or Perforated Pipe:Perforated Shape Or Diameter:72 28.27 ft2 Pipe Area Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1.5 Depth A: Porous Stone Above Pipe (in):6 Depth C: Porous Stone Below Pipe (in):12 Stone Porosity (0 to 40%):40 System Sizing Use Custom Layout (at right) for layout adjustment Pipe Storage:11,310 cf To adjust layout, enter desired barrel length in the light blue boxes below. Porous Stone Storage:6,438 cf Excess Footage = 0 17,748 cf 100.7%Of Required Storage 2 barrels Barrel 12 0 Length Per Barrel:200.00 ft Barrel 11 0 Rectangular Footprint (W x L):18. ft x 203. ft Barrel 10 0 Barrel 9 0 CONTECH Materials Barrel 8 0 Total CMP Footage:400 ft Barrel 7 0 Approximate Total Pieces:18 pcs Barrel 6 0 Approximate Coupling Bands:16 bands Barrel 5 0 Approximate Truckloads:9 trucks Barrel 4 0 Construction Quantities**Barrel 3 0 Total Excavation:1354 cy Barrel 2 200 Porous Stone Backfill For Storage:596 cy Stone Barrel 1 200 Backfill to Grade Excluding Stone:339 cy Fill **Construction quantities are approximate and should be verified upon final design Number Of Barrels Exceed Graph Limitations Custom Layout Number of Barrels: 2667 DA-B Palm Desert MSA Consulting Inc. CA FOS (760) 320-9811 Total Storage Provided: 5/9/2022 Corrugated Metal Pipe Calculator Enter Information in Blue Cells 200 200 0 0 0 0 0 0 0 0 0 0 0 50 100 150 200 250 For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com © 2007 CONTECH Stormwater Solutions FOS 2 AMC II AREA SOIL TRIBUTARY AREAS ACRES LOW LOSS RI INFILTRATION IMPERVIOUS DESIG GROUP CONDITION NUMBER RATE PERCENT 4 A SF - DETACHED 13.302 D 32 0.74 0.60 1,550 ft 775 ft 320.2 ft ELEVATION OF CONCENTRATION POINT 295.9 ft 0.002 100 LOW LOSS RATE (Storm Events > 10 Years)85% POINT RAIN FROM NOAA ATLAS 14 1-HOUR 1.57 in 3-HOUR 2.27 in 6-HOUR 2.98 in 24-HOUR 4.59 in BASIN CHARACTERISTICS:ELEVATION AREA 295.9 ft 13,163 sf 298.9 ft 18,990 sf PERCOLATION RATE (in/hr)5.0 in/hr DRYWELL DATA NUMBER USED PERCOLATION RATE LOWEST FLOWLINE ELEVATION 297.00 LOWEST PAD ELEVATION 299.8 LENGTH OF WATERCOURSE (L) AREA DESIGNATION ELEVATION OF HEADWATER AVERAGE MANNINGS 'N' VALUE STORM FREQUENCY (YEAR) LENGTH TO POINT OPPOSITE CENTROID (Lca) Low Loss Conditions: X=Existing; D=Developed; BS=Retention DA-C RCFCD SYNTHETIC UNIT HYDROGRAPH - SHORTCUT METHOD DATA INPUT SHEET WORKSHEET PREPARED BY: PROJECT NAME DATE May 9, 2022 Refuge - Palm Desert PROJECT NUMBER CONCENTRATION POINT DESIGNATION 2667 Retention Basin AMC NUMBER Data Input Sheet Page 1 of 13 PROJECT: Job No.: BY:DATE:5/9/22 [1] AMC II [2] FREQUENCY-YEARS 100 FROM NOAA ATLAS 14 [3] STORM DURATION:Point Rain 1-HOUR 1.57 in 3-HOUR 2.27 in 6-HOUR 2.98 in 24-HOUR 4.59 in STORM DURATION 1-HOUR 3-HOUR 6-HOUR 24-HOUR RAINFALL VOLUME (cu-ft)75,810 109,610 143,894 221,635 SOIL LOSSES (cu-ft)16,437 48,155 81,209 168,359 EFFECTIVE RAIN (in)1.23 1.27 1.30 1.10 FLOOD VOLUME (cu-ft)59,373 61,456 62,685 53,275 (acre-ft)1.36 1.41 1.44 1.22 REQUIRED STORAGE (cu-ft)#DIV/0!45,100 42,138 13,354 (acre-ft)#DIV/0!1.04 0.97 0.31 FACTOR OF SAFETY #DIV/0!1.06 1.14 3.59 STORAGE PROVIDED (cu-ft) (acre-ft) PEAK FLOW (cfs)n/a 25.39 22.29 4.44 MAXIMUM WSEL (ft)#DIV/0!298.72 298.54 296.74 DEPTH (ft)#DIV/0!2.82 2.64 0.84 DIFFERENCE (ft)#DIV/0!-1.72 -1.54 0.26 DIFFERENCE (ft)#DIV/0!1.08 1.26 3.06 ESTIMATED TIME TO DEWATER BASIN Based on Total Flood Volume & Average Percolation Rate (days)#DIV/0!0.5 0.7 1.0 [18] 200% OF LAG-MINUTES RAINFALL DATA 0.8 NOTE: PEAK FLOW FOR THE 1-HOUR STORM IS NOT REPRESENTATIVE. PER RCFCD PEAK DISCHARGES FROM THE 3-HOUR STORM SHOULD NORMALLY COMPARE WELL WITH RATIONAL PEAKS. LOWEST PAD ELEVATION LOWEST FLOWLINE ELEVATION STORM EVENT SUMMARY 299.8 297.00 47,963 1.10 0.002 [17] 100% OF LAG-MINUTES 0.4 0.4 [14] AVERAGE MANNINGS 'N' [15] LAG TIME-HOURS 0.01 [16] LAG TIME-MINUTES [13] L*LCA/S^0.5 9.10 [11] S-FEET/MILE [6] La-FEET [7] La-MILES [8] ELEVATION OF HEADWATER 0.005 775.00 [12] S^0.5 0.147 82.8 320.2 295.9 24.3 [3] AREA - ACRES [4] L-FEET [5] L-MILES 1550 0.294 Retention Basin DA-C Refuge - Palm Desert [10] H-FEET [9] ELEVATION OF CONCENTRATION POINT 13.302 PHYSICAL DATA [1] CONCENTRATION POINT HYDROLOGY MANUAL BASIC DATA CALCULATION FORM 2667 FOS RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD [2] AREA DESIGNATION Plate E-2.1 Page 2 of 13 PROJECT: Job No.: BY:DATE:5/9/22 MAX LOW LOW MIN SOIL RI PERVIOUS DECIMAL ADJUSTED AREA AREA AVERAGE LOSS LOSS RATE AVERAGE GROUP NUMBER AREA PERCENT INFILTRATION WEIGHTED ADJUSTED CONDITION PER ADJUSTED INFILTRATION OF AREA RATE AVERAGE INFILTRATION RCFC/2322 INFILTRATION RATE IMPERVIOUS RATE RATE (in/hr)(in/hr)(in/hr) [Plate C-1][Plate E-6.1][Plate E-6.2][Plate E-6.3] A 32 0.74 60%0.34 13.302 1.000 0.3404 DEVELOPED 0.4200 0.4200 SUM 13.302 SUM 0.3404 0.4200 VARIABLE LOSS RATE CURVE (24-HOUR STORM ONLY) Fm=0.1702 NOTE: Low loss rates established per RCFC/2322 (Dated: May-30-95) C=0.00315 For 10 Year Storms or Less Ft=C(24-(T/60))^1.55+Fm =0.00315 0.17 in/hr Undeveloped Condition: Low Loss = 90% CONSTANT LOSS RATE (3 & 6 HOUR STORMS)=0.3404 Developed Condition: Low Loss = 0.9 - (0.8 * %impervious) LOW LOSS RATE =0.8500 Basin Site: Low Loss = 10% Where:For 100 Year Storm - Low Loss should be between 80% & 90% T=Time in minutes. To get an average value for each unit time period, Use T=1/2 the unit time for the first time period,of the Rainfall Rate T=1 1/2 unit time for the second period, etc. (24-(T/60))^1.55 + LAND USE SF - DETACHED AVERAGE ADJUSTED LOSS RATE RCFC & WCD HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD BASIC DATA CALCULATION FORM Refuge - Palm Desert FOS 2667 AMC II Plate E-2.1 Page 3 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 13.30 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.38 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1327.2 Number 0 TOTAL ADJUSTED STORM RAIN-INCHES 1.57 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE-in/hr 0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 3.6 0.68 0.34 0.58 0.34 4.53 1,359 1,359 13,328 463 463 897 0.02 295.96 2 10 0.17 4.2 0.79 0.34 0.67 0.45 6.05 1,814 2,711 13,492 468 468 2,242 0.05 296.04 3 15 0.25 4.4 0.83 0.34 0.70 0.49 6.55 1,966 4,208 13,674 475 475 3,734 0.09 296.13 4 20 0.33 4.6 0.87 0.34 0.74 0.53 7.06 2,118 5,851 13,874 482 482 5,369 0.12 296.24 5 25 0.42 5.0 0.94 0.34 0.80 0.60 8.07 2,421 7,790 14,109 490 490 7,300 0.17 296.36 6 30 0.50 5.6 1.06 0.34 0.90 0.71 9.59 2,876 10,176 14,399 500 500 9,676 0.22 296.51 7 35 0.58 6.4 1.21 0.34 1.02 0.87 11.61 3,482 13,158 14,762 513 513 12,645 0.29 296.69 8 40 0.67 8.1 1.53 0.34 1.30 1.19 15.90 4,771 17,416 15,279 531 531 16,886 0.39 296.96 9 45 0.75 13.1 2.47 0.34 2.10 2.13 28.54 8,561 25,447 16,255 564 564 24,883 0.57 297.46 10 50 0.83 34.5 6.50 0.34 5.52 6.16 82.62 24,785 49,667 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 11 55 0.92 6.7 1.26 0.34 1.07 0.92 12.37 3,710 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! 12 60 1.00 3.8 0.72 0.34 0.61 0.38 5.04 1,511 #DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0! TOTAL RAINFALL 1.57 in RAINFALL VOLUME 75,810 cu-ft SOIL LOSSES 16,437 cu-ft EFFECTIVE RAIN 1.23 in FLOOD VOLUME 1.36 acft FLOOD VOLUME 59,373 cu-ft REQUIRED STORAGE #DIV/0! REQUIRED STORAGE #DIV/0! MAX WSEL #DIV/0! PEAK FLOW RATE 82.62 cfs TOTAL BASIN LOSSES #DIV/0! AVERAGE PERCOLATION RATE #DIV/0! EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Total In Basin in/hr Time Loss Rate Basin Losses Refuge - Palm DesertRCFC & WCD HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD SHORTCUT METHOD 1-HOUR STORM Plate E-2.2 1-Hour Storm Page 4 of 13 PROJECT: Job No.:2667 BY:FOS DATE DRAINAGE AREA-ACRES 13.30 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.38 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1327.2 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.27 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 1.3 0.35 0.34 0.30 0.01 0.18 55 55 13,170 457 55 0 0.00 295.90 2 10 0.17 1.3 0.35 0.34 0.30 0.01 0.18 55 55 13,170 457 55 0 0.00 295.90 3 15 0.25 1.1 0.30 0.34 0.25 0.04 0.60 181 181 13,185 458 181 0 0.00 295.90 4 20 0.33 1.5 0.41 0.34 0.35 0.07 0.91 274 274 13,196 458 274 0 0.00 295.90 5 25 0.42 1.5 0.41 0.34 0.35 0.07 0.91 274 274 13,196 458 274 0 0.00 295.90 6 30 0.50 1.8 0.49 0.34 0.42 0.15 2.01 603 603 13,236 460 460 144 0.00 295.91 7 35 0.58 1.5 0.41 0.34 0.35 0.07 0.91 274 418 13,214 459 418 0 0.00 295.90 8 40 0.67 1.8 0.49 0.34 0.42 0.15 2.01 603 603 13,236 460 460 144 0.00 295.91 9 45 0.75 1.8 0.49 0.34 0.42 0.15 2.01 603 747 13,254 460 460 287 0.01 295.92 10 50 0.83 1.5 0.41 0.34 0.35 0.07 0.91 274 561 13,231 459 459 102 0.00 295.91 11 55 0.92 1.6 0.44 0.34 0.37 0.10 1.28 384 486 13,222 459 459 27 0.00 295.90 12 60 1.00 1.8 0.49 0.34 0.42 0.15 2.01 603 630 13,240 460 460 170 0.00 295.91 13 65 1.08 2.2 0.60 0.34 0.51 0.26 3.47 1,042 1,212 13,310 462 462 750 0.02 295.95 14 70 1.17 2.2 0.60 0.34 0.51 0.26 3.47 1,042 1,791 13,381 465 465 1,327 0.03 295.98 15 75 1.25 2.2 0.60 0.34 0.51 0.26 3.47 1,042 2,369 13,451 467 467 1,902 0.04 296.02 16 80 1.33 2.0 0.54 0.34 0.46 0.20 2.74 822 2,724 13,494 469 469 2,255 0.05 296.04 17 85 1.42 2.6 0.71 0.34 0.60 0.37 4.93 1,480 3,736 13,617 473 473 3,263 0.07 296.10 18 90 1.50 2.7 0.74 0.34 0.63 0.40 5.30 1,590 4,853 13,753 478 478 4,375 0.10 296.17 19 95 1.58 2.4 0.65 0.34 0.56 0.31 4.20 1,261 5,636 13,848 481 481 5,155 0.12 296.22 20 100 1.67 2.7 0.74 0.34 0.63 0.40 5.30 1,590 6,745 13,982 486 486 6,259 0.14 296.29 21 105 1.75 3.3 0.90 0.34 0.76 0.56 7.49 2,247 8,507 14,196 493 493 8,014 0.18 296.40 22 110 1.83 3.1 0.84 0.34 0.72 0.50 6.76 2,028 10,042 14,383 499 499 9,543 0.22 296.50 23 115 1.92 2.9 0.79 0.34 0.67 0.45 6.03 1,809 11,352 14,542 505 505 10,847 0.25 296.58 24 120 2.00 3.0 0.82 0.34 0.69 0.48 6.40 1,919 12,765 14,714 511 511 12,254 0.28 296.67 25 125 2.08 3.1 0.84 0.34 0.72 0.50 6.76 2,028 14,283 14,898 517 517 13,765 0.32 296.76 RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 3-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Loss Rate Basin Losses Plate E-2.2 3-Hour Storm Page 5 of 13 PROJECT: Job No.:2667 BY:FOS DATE DRAINAGE AREA-ACRES 13.30 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.38 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1327.2 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.27 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 3-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Loss Rate Basin Losses 26 130 2.17 4.2 1.14 0.34 0.97 0.80 10.78 3,234 16,999 15,228 529 529 16,470 0.38 296.93 27 135 2.25 5.0 1.36 0.34 1.16 1.02 13.70 4,111 20,581 15,663 544 544 20,037 0.46 297.15 28 140 2.33 3.5 0.95 0.34 0.81 0.61 8.22 2,467 22,504 15,897 552 552 21,952 0.50 297.27 29 145 2.42 6.8 1.85 0.34 1.57 1.51 20.28 6,084 28,036 16,569 575 575 27,460 0.63 297.62 30 150 2.50 7.3 1.99 0.34 1.69 1.65 22.11 6,632 34,092 17,305 601 601 33,491 0.77 297.99 31 155 2.58 8.2 2.23 0.34 1.90 1.89 25.39 7,618 41,110 18,157 630 630 40,479 0.93 298.43 32 160 2.67 5.9 1.61 0.34 1.37 1.27 16.99 5,097 45,577 18,700 649 649 44,927 1.03 298.71 33 165 2.75 2.0 0.54 0.34 0.46 0.20 2.74 822 45,750 18,721 650 650 45,100 1.04 298.72 34 170 2.83 1.8 0.49 0.34 0.42 0.15 2.01 603 45,703 18,715 650 650 45,053 1.03 298.72 35 175 2.92 1.8 0.49 0.34 0.42 0.15 2.01 603 45,656 18,710 650 650 45,007 1.03 298.72 36 180 3.00 0.6 0.16 0.34 0.14 0.02 0.33 99 45,105 18,643 647 647 44,458 1.02 298.68 TOTAL RAIN RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY 16,998 cu-ft 94.43 cf/min 1.27 in 1.41 acft 61,456 cu-ft 1.04 acft 45,100 cu-ft 48,155 cu-ft 2.27 in 109,610 cu-ft 298.72 ft 25.39 cfs Plate E-2.2 3-Hour Storm Page 6 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 13.30 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.38 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1327.2 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 0.5 0.18 0.34 0.15 0.03 0.36 108 108 13,176 458 108 0 0.00 295.90 2 10 0.17 0.6 0.21 0.34 0.18 0.03 0.43 130 130 13,179 458 130 0 0.00 295.90 3 15 0.25 0.6 0.21 0.34 0.18 0.03 0.43 130 130 13,179 458 130 0 0.00 295.90 4 20 0.33 0.6 0.21 0.34 0.18 0.03 0.43 130 130 13,179 458 130 0 0.00 295.90 5 25 0.42 0.6 0.21 0.34 0.18 0.03 0.43 130 130 13,179 458 130 0 0.00 295.90 6 30 0.50 0.7 0.25 0.34 0.21 0.04 0.50 151 151 13,181 458 151 0 0.00 295.90 7 35 0.58 0.7 0.25 0.34 0.21 0.04 0.50 151 151 13,181 458 151 0 0.00 295.90 8 40 0.67 0.7 0.25 0.34 0.21 0.04 0.50 151 151 13,181 458 151 0 0.00 295.90 9 45 0.75 0.7 0.25 0.34 0.21 0.04 0.50 151 151 13,181 458 151 0 0.00 295.90 10 50 0.83 0.7 0.25 0.34 0.21 0.04 0.50 151 151 13,181 458 151 0 0.00 295.90 11 55 0.92 0.7 0.25 0.34 0.21 0.04 0.50 151 151 13,181 458 151 0 0.00 295.90 12 60 1.00 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 13 65 1.08 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 14 70 1.17 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 15 75 1.25 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 16 80 1.33 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 17 85 1.42 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 18 90 1.50 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 19 95 1.58 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 20 100 1.67 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 21 105 1.75 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 22 110 1.83 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 23 115 1.92 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 24 120 2.00 0.9 0.32 0.34 0.27 0.05 0.65 194 194 13,187 458 194 0 0.00 295.90 Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses Plate E-2.2 6-Hour Storm Page 7 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 13.30 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.38 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1327.2 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses 25 125 2.08 0.8 0.29 0.34 0.24 0.04 0.58 173 173 13,184 458 173 0 0.00 295.90 26 130 2.17 0.9 0.32 0.34 0.27 0.05 0.65 194 194 13,187 458 194 0 0.00 295.90 27 135 2.25 0.9 0.32 0.34 0.27 0.05 0.65 194 194 13,187 458 194 0 0.00 295.90 28 140 2.33 0.9 0.32 0.34 0.27 0.05 0.65 194 194 13,187 458 194 0 0.00 295.90 29 145 2.42 0.9 0.32 0.34 0.27 0.05 0.65 194 194 13,187 458 194 0 0.00 295.90 30 150 2.50 0.9 0.32 0.34 0.27 0.05 0.65 194 194 13,187 458 194 0 0.00 295.90 31 155 2.58 0.9 0.32 0.34 0.27 0.05 0.65 194 194 13,187 458 194 0 0.00 295.90 32 160 2.67 0.9 0.32 0.34 0.27 0.05 0.65 194 194 13,187 458 194 0 0.00 295.90 33 165 2.75 1.0 0.36 0.34 0.30 0.02 0.23 69 69 13,171 457 69 0 0.00 295.90 34 170 2.83 1.0 0.36 0.34 0.30 0.02 0.23 69 69 13,171 457 69 0 0.00 295.90 35 175 2.92 1.0 0.36 0.34 0.30 0.02 0.23 69 69 13,171 457 69 0 0.00 295.90 36 180 3.00 1.0 0.36 0.34 0.30 0.02 0.23 69 69 13,171 457 69 0 0.00 295.90 37 185 3.08 1.0 0.36 0.34 0.30 0.02 0.23 69 69 13,171 457 69 0 0.00 295.90 38 190 3.17 1.1 0.39 0.34 0.33 0.05 0.71 213 213 13,189 458 213 0 0.00 295.90 39 195 3.25 1.1 0.39 0.34 0.33 0.05 0.71 213 213 13,189 458 213 0 0.00 295.90 40 200 3.33 1.1 0.39 0.34 0.33 0.05 0.71 213 213 13,189 458 213 0 0.00 295.90 41 205 3.42 1.2 0.43 0.34 0.36 0.09 1.19 357 357 13,206 459 357 0 0.00 295.90 42 210 3.50 1.3 0.46 0.34 0.40 0.12 1.67 501 501 13,224 459 459 42 0.00 295.90 43 215 3.58 1.4 0.50 0.34 0.43 0.16 2.15 645 687 13,246 460 460 227 0.01 295.91 44 220 3.67 1.4 0.50 0.34 0.43 0.16 2.15 645 871 13,269 461 461 411 0.01 295.93 45 225 3.75 1.5 0.54 0.34 0.46 0.20 2.63 789 1,199 13,309 462 462 737 0.02 295.95 46 230 3.83 1.5 0.54 0.34 0.46 0.20 2.63 789 1,526 13,348 463 463 1,062 0.02 295.97 47 235 3.92 1.6 0.57 0.34 0.49 0.23 3.11 933 1,995 13,405 465 465 1,530 0.04 296.00 48 240 4.00 1.6 0.57 0.34 0.49 0.23 3.11 933 2,462 13,462 467 467 1,995 0.05 296.02 49 245 4.08 1.7 0.61 0.34 0.52 0.27 3.59 1,076 3,071 13,536 470 470 2,601 0.06 296.06 50 250 4.17 1.8 0.64 0.34 0.55 0.30 4.07 1,220 3,821 13,627 473 473 3,348 0.08 296.11 Plate E-2.2 6-Hour Storm Page 8 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 13.30 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.38 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1327.2 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses 51 255 4.25 1.9 0.68 0.34 0.58 0.34 4.55 1,364 4,713 13,736 477 477 4,236 0.10 296.16 52 260 4.33 2.0 0.72 0.34 0.61 0.37 5.03 1,508 5,744 13,861 481 481 5,262 0.12 296.23 53 265 4.42 2.1 0.75 0.34 0.64 0.41 5.51 1,652 6,915 14,003 486 486 6,428 0.15 296.30 54 270 4.50 2.1 0.75 0.34 0.64 0.41 5.51 1,652 8,080 14,145 491 491 7,589 0.17 296.37 55 275 4.58 2.2 0.79 0.34 0.67 0.45 5.99 1,796 9,385 14,303 497 497 8,889 0.20 296.46 56 280 4.67 2.3 0.82 0.34 0.70 0.48 6.47 1,940 10,828 14,479 503 503 10,326 0.24 296.55 57 285 4.75 2.4 0.86 0.34 0.73 0.52 6.95 2,084 12,409 14,671 509 509 11,900 0.27 296.64 58 290 4.83 2.4 0.86 0.34 0.73 0.52 6.95 2,084 13,984 14,862 516 516 13,468 0.31 296.74 59 295 4.92 2.5 0.89 0.34 0.76 0.55 7.43 2,228 15,695 15,070 523 523 15,172 0.35 296.85 60 300 5.00 2.6 0.93 0.34 0.79 0.59 7.91 2,372 17,543 15,294 531 531 17,012 0.39 296.96 61 305 5.08 3.1 1.11 0.34 0.94 0.77 10.30 3,091 20,103 15,605 542 542 19,562 0.45 297.12 62 310 5.17 3.6 1.29 0.34 1.09 0.95 12.70 3,810 23,372 16,002 556 556 22,816 0.52 297.33 63 315 5.25 3.9 1.39 0.34 1.19 1.05 14.14 4,242 27,058 16,450 571 571 26,487 0.61 297.56 64 320 5.33 4.2 1.50 0.34 1.28 1.16 15.58 4,674 31,161 16,949 588 588 30,573 0.70 297.81 65 325 5.42 4.7 1.68 0.34 1.43 1.34 17.98 5,393 35,966 17,532 609 609 35,357 0.81 298.11 66 330 5.50 5.6 2.00 0.34 1.70 1.66 22.29 6,688 42,045 18,271 634 634 41,411 0.95 298.49 67 335 5.58 1.9 0.68 0.34 0.58 0.34 4.55 1,364 42,775 18,360 637 637 42,138 0.97 298.54 68 340 5.67 0.9 0.32 0.34 0.27 0.05 0.65 194 42,332 18,306 636 636 41,696 0.96 298.51 69 345 5.75 0.6 0.21 0.34 0.18 0.03 0.43 130 41,826 18,244 633 633 41,192 0.95 298.48 70 350 5.83 0.5 0.18 0.34 0.15 0.03 0.36 108 41,300 18,181 631 631 40,669 0.93 298.44 71 355 5.92 0.3 0.11 0.34 0.09 0.02 0.22 65 40,734 18,112 629 629 40,105 0.92 298.41 72 360 6.00 0.2 0.07 0.34 0.06 0.01 0.14 43 40,148 18,041 626 626 39,522 0.91 298.37 TOTAL RAINFALL RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY 64.34 cf/min 23,163 cu-ft 1.30 in 1.44 acft 62,685 cu-ft 0.97 acft 42,138 cu-ft 143,894 cu-ft 2.98 in 81,209 cu-ft 298.54 ft 22.29 cfs Plate E-2.2 6-Hour Storm Page 9 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 13.30 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.38 C 0.00315 Maxwell Drywells UNIT TIME-PERCENT OF LAG 3981%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 15 0.25 0.2 0.037 0.601 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 2 30 0.50 0.3 0.055 0.594 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 3 45 0.75 0.3 0.055 0.587 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 4 60 1.00 0.4 0.073 0.580 0.062 0.01 0.15 133 133 13,179 1,373 133 0 0.00 295.90 5 75 1.25 0.3 0.055 0.573 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 6 90 1.50 0.3 0.055 0.567 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 7 105 1.75 0.3 0.055 0.560 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 8 120 2.00 0.4 0.073 0.553 0.062 0.01 0.15 133 133 13,179 1,373 133 0 0.00 295.90 9 135 2.25 0.4 0.073 0.546 0.062 0.01 0.15 133 133 13,179 1,373 133 0 0.00 295.90 10 150 2.50 0.4 0.073 0.540 0.062 0.01 0.15 133 133 13,179 1,373 133 0 0.00 295.90 11 165 2.75 0.5 0.092 0.533 0.078 0.01 0.18 166 166 13,183 1,373 166 0 0.00 295.90 12 180 3.00 0.5 0.092 0.527 0.078 0.01 0.18 166 166 13,183 1,373 166 0 0.00 295.90 13 195 3.25 0.5 0.092 0.520 0.078 0.01 0.18 166 166 13,183 1,373 166 0 0.00 295.90 14 210 3.50 0.5 0.092 0.514 0.078 0.01 0.18 166 166 13,183 1,373 166 0 0.00 295.90 15 225 3.75 0.5 0.092 0.507 0.078 0.01 0.18 166 166 13,183 1,373 166 0 0.00 295.90 16 240 4.00 0.6 0.110 0.501 0.094 0.02 0.22 199 199 13,187 1,374 199 0 0.00 295.90 17 255 4.25 0.6 0.110 0.494 0.094 0.02 0.22 199 199 13,187 1,374 199 0 0.00 295.90 18 270 4.50 0.7 0.129 0.488 0.109 0.02 0.26 233 233 13,191 1,374 233 0 0.00 295.90 19 285 4.75 0.7 0.129 0.482 0.109 0.02 0.26 233 233 13,191 1,374 233 0 0.00 295.90 20 300 5.00 0.8 0.147 0.476 0.125 0.02 0.30 266 266 13,195 1,375 266 0 0.00 295.90 21 315 5.25 0.6 0.110 0.470 0.094 0.02 0.22 199 199 13,187 1,374 199 0 0.00 295.90 22 330 5.50 0.7 0.129 0.463 0.109 0.02 0.26 233 233 13,191 1,374 233 0 0.00 295.90 23 345 5.75 0.8 0.147 0.457 0.125 0.02 0.30 266 266 13,195 1,375 266 0 0.00 295.90 24 360 6.00 0.8 0.147 0.451 0.125 0.02 0.30 266 266 13,195 1,375 266 0 0.00 295.90 25 375 6.25 0.9 0.165 0.445 0.140 0.02 0.33 299 299 13,199 1,375 299 0 0.00 295.90 26 390 6.50 0.9 0.165 0.439 0.140 0.02 0.33 299 299 13,199 1,375 299 0 0.00 295.90 27 405 6.75 1.0 0.184 0.433 0.156 0.03 0.37 332 332 13,203 1,375 332 0 0.00 295.90 28 420 7.00 1.0 0.184 0.428 0.156 0.03 0.37 332 332 13,203 1,375 332 0 0.00 295.90 29 435 7.25 1.0 0.184 0.422 0.156 0.03 0.37 332 332 13,203 1,375 332 0 0.00 295.90 30 450 7.50 1.1 0.202 0.416 0.172 0.03 0.41 366 366 13,207 1,376 366 0 0.00 295.90 31 465 7.75 1.2 0.220 0.410 0.187 0.03 0.44 399 399 13,211 1,376 399 0 0.00 295.90 32 480 8.00 1.3 0.239 0.405 0.203 0.04 0.48 432 432 13,216 1,377 432 0 0.00 295.90 33 495 8.25 1.5 0.275 0.399 0.234 0.04 0.55 499 499 13,224 1,377 499 0 0.00 295.90 34 510 8.50 1.5 0.275 0.394 0.234 0.04 0.55 499 499 13,224 1,377 499 0 0.00 295.90 35 525 8.75 1.6 0.294 0.388 0.250 0.04 0.59 532 532 13,228 1,378 532 0 0.00 295.90 36 540 9.00 1.7 0.312 0.383 0.265 0.05 0.63 565 565 13,232 1,378 565 0 0.00 295.90 37 555 9.25 1.9 0.349 0.377 0.297 0.05 0.70 632 632 13,240 1,379 632 0 0.00 295.90 38 570 9.50 2.0 0.367 0.372 0.312 0.06 0.74 665 665 13,244 1,380 665 0 0.00 295.90 39 585 9.75 2.1 0.386 0.366 0.328 0.02 0.26 230 230 13,191 1,374 230 0 0.00 295.90 40 600 10.00 2.2 0.404 0.361 0.343 0.04 0.57 516 516 13,226 1,378 516 0 0.00 295.90 41 615 10.25 1.5 0.275 0.356 0.234 0.04 0.55 499 499 13,224 1,377 499 0 0.00 295.90 42 630 10.50 1.5 0.275 0.351 0.234 0.04 0.55 499 499 13,224 1,377 499 0 0.00 295.90 43 645 10.75 2.0 0.367 0.346 0.312 0.02 0.29 259 259 13,195 1,374 259 0 0.00 295.90 in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses Plate E-2.2 24-Hour Storm Page 10 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 13.30 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.38 C 0.00315 Maxwell Drywells UNIT TIME-PERCENT OF LAG 3981%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses 44 660 11.00 2.0 0.367 0.341 0.312 0.03 0.36 320 320 13,202 1,375 320 0 0.00 295.90 45 675 11.25 1.9 0.349 0.336 0.297 0.01 0.18 159 159 13,182 1,373 159 0 0.00 295.90 46 690 11.50 1.9 0.349 0.331 0.297 0.02 0.24 219 219 13,190 1,374 219 0 0.00 295.90 47 705 11.75 1.7 0.312 0.326 0.265 0.05 0.63 565 565 13,232 1,378 565 0 0.00 295.90 48 720 12.00 1.8 0.330 0.321 0.281 0.01 0.13 115 115 13,177 1,373 115 0 0.00 295.90 49 735 12.25 2.5 0.459 0.316 0.390 0.14 1.92 1,724 1,724 13,372 1,393 1,393 331 0.01 295.92 50 750 12.50 2.6 0.477 0.311 0.406 0.17 2.23 2,003 2,334 13,447 1,401 1,401 934 0.02 295.96 51 765 12.75 2.8 0.514 0.307 0.437 0.21 2.78 2,503 3,436 13,580 1,415 1,415 2,022 0.05 296.03 52 780 13.00 2.9 0.532 0.302 0.453 0.23 3.09 2,780 4,802 13,746 1,432 1,432 3,370 0.08 296.11 53 795 13.25 3.4 0.624 0.298 0.531 0.33 4.38 3,944 7,314 14,052 1,464 1,464 5,850 0.13 296.27 54 810 13.50 3.4 0.624 0.293 0.531 0.33 4.44 3,998 9,848 14,359 1,496 1,496 8,352 0.19 296.42 55 825 13.75 2.3 0.422 0.289 0.359 0.13 1.79 1,614 9,966 14,374 1,497 1,497 8,469 0.19 296.43 56 840 14.00 2.3 0.422 0.284 0.359 0.14 1.85 1,667 10,136 14,394 1,499 1,499 8,636 0.20 296.44 57 855 14.25 2.7 0.496 0.280 0.421 0.22 2.90 2,606 11,242 14,529 1,513 1,513 9,728 0.22 296.51 58 870 14.50 2.6 0.477 0.276 0.406 0.20 2.71 2,436 12,164 14,641 1,525 1,525 10,639 0.24 296.57 59 885 14.75 2.6 0.477 0.271 0.406 0.21 2.76 2,486 13,125 14,758 1,537 1,537 11,588 0.27 296.62 60 900 15.00 2.5 0.459 0.267 0.390 0.19 2.57 2,315 13,903 14,852 1,547 1,547 12,356 0.28 296.67 61 915 15.25 2.4 0.441 0.263 0.375 0.18 2.38 2,143 14,498 14,924 1,555 1,555 12,944 0.30 296.71 62 930 15.50 2.3 0.422 0.259 0.359 0.16 2.19 1,970 14,913 14,975 1,560 1,560 13,354 0.31 296.74 63 945 15.75 1.9 0.349 0.255 0.297 0.09 1.26 1,131 14,485 14,923 1,554 1,554 12,930 0.30 296.71 64 960 16.00 1.9 0.349 0.251 0.297 0.10 1.31 1,178 14,108 14,877 1,550 1,550 12,558 0.29 296.69 65 975 16.25 0.4 0.073 0.247 0.062 0.01 0.15 133 12,691 14,705 1,532 1,532 11,160 0.26 296.60 66 990 16.50 0.4 0.073 0.244 0.062 0.01 0.15 133 11,293 14,535 1,514 1,514 9,779 0.22 296.51 67 1005 16.75 0.3 0.055 0.240 0.047 0.01 0.11 100 9,878 14,363 1,496 1,496 8,382 0.19 296.42 68 1020 17.00 0.3 0.055 0.236 0.047 0.01 0.11 100 8,482 14,193 1,478 1,478 7,003 0.16 296.34 69 1035 17.25 0.5 0.092 0.233 0.078 0.01 0.18 166 7,170 14,034 1,462 1,462 5,708 0.13 296.26 70 1050 17.50 0.5 0.092 0.229 0.078 0.01 0.18 166 5,874 13,877 1,445 1,445 4,428 0.10 296.18 71 1065 17.75 0.5 0.092 0.226 0.078 0.01 0.18 166 4,595 13,721 1,429 1,429 3,165 0.07 296.10 72 1080 18.00 0.4 0.073 0.223 0.062 0.01 0.15 133 3,298 13,564 1,413 1,413 1,885 0.04 296.02 73 1095 18.25 0.4 0.073 0.219 0.062 0.01 0.15 133 2,018 13,408 1,397 1,397 622 0.01 295.94 74 1110 18.50 0.4 0.073 0.216 0.062 0.01 0.15 133 755 13,255 1,381 755 0 0.00 295.90 75 1125 18.75 0.3 0.055 0.213 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 76 1140 19.00 0.2 0.037 0.210 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 77 1155 19.25 0.3 0.055 0.207 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 78 1170 19.50 0.4 0.073 0.204 0.062 0.01 0.15 133 133 13,179 1,373 133 0 0.00 295.90 79 1185 19.75 0.3 0.055 0.201 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 80 1200 20.00 0.2 0.037 0.199 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 81 1215 20.25 0.3 0.055 0.196 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 82 1230 20.50 0.3 0.055 0.193 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 83 1245 20.75 0.3 0.055 0.191 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 84 1260 21.00 0.2 0.037 0.189 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 85 1275 21.25 0.3 0.055 0.186 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 86 1290 21.50 0.2 0.037 0.184 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 Plate E-2.2 24-Hour Storm Page 11 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 13.30 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.38 C 0.00315 Maxwell Drywells UNIT TIME-PERCENT OF LAG 3981%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses 87 1305 21.75 0.3 0.055 0.182 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 88 1320 22.00 0.2 0.037 0.180 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 89 1335 22.25 0.3 0.055 0.179 0.047 0.01 0.11 100 100 13,175 1,372 100 0 0.00 295.90 90 1350 22.50 0.2 0.037 0.177 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 91 1365 22.75 0.2 0.037 0.175 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 92 1380 23.00 0.2 0.037 0.174 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 93 1395 23.25 0.2 0.037 0.173 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 94 1410 23.50 0.2 0.037 0.172 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 95 1425 23.75 0.2 0.037 0.171 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 96 1440 24.00 0.2 0.037 0.170 0.031 0.01 0.07 66 66 13,171 1,372 66 0 0.00 295.90 EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY TOTAL RAINFALL RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE 53,275 cu-ft 37.00 cf/min 1.10 in 1.22 acft 53,275 cu-ft 0.31 acft 13,354 cu-ft 4.59 in 221,635 cu-ft 168,359 cu-ft 296.74 ft 4.44 cfs Plate E-2.2 24-Hour Storm Page 12 of 13 PROECT JOB No. BASIN DESIGNATION: BASIN CHARACTERISTICS CONTOUR ELEVATION INCR TOTAL INCR TOTAL INCR (ft)(ft)(sf)(sf)(cuft)(cuft)(acre-ft) 295.9 0 0 13,163 0 0 0.00 298.9 3 3 5,827 18,990 47,963 47,963 1.10 WHERE: TOTAL Retention Basin BASIN VOLUME WORKSHEET DEPTH AREA VOLUME Refuge - Palm Desert 2667 ( )()2121213 1 AAAAEEV++−= Basin Volume Worksheet Page 13 of 13 Project Summary Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):14,722 Limiting Width (ft):20.00 Effective Depth Below Asphalt (ft):10.00 Solid or Perforated Pipe:Perforated Shape Or Diameter:72 28.27 ft2 Pipe Area Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1.5 Depth A: Porous Stone Above Pipe (in):6 Depth C: Porous Stone Below Pipe (in):12 Stone Porosity (0 to 40%):40 System Sizing Use Custom Layout (at right) for layout adjustment Pipe Storage:9,444 cf To adjust layout, enter desired barrel length in the light blue boxes below. Porous Stone Storage:5,403 cf Excess Footage = 0 14,846 cf 100.8%Of Required Storage 2 barrels Barrel 12 0 Length Per Barrel:167.00 ft Barrel 11 0 Rectangular Footprint (W x L):18. ft x 170. ft Barrel 10 0 Barrel 9 0 CONTECH Materials Barrel 8 0 Total CMP Footage:334 ft Barrel 7 0 Approximate Total Pieces:14 pcs Barrel 6 0 Approximate Coupling Bands:12 bands Barrel 5 0 Approximate Truckloads:7 trucks Barrel 4 0 Construction Quantities**Barrel 3 0 Total Excavation:1134 cy Barrel 2 167 Porous Stone Backfill For Storage:500 cy Stone Barrel 1 167 Backfill to Grade Excluding Stone:284 cy Fill **Construction quantities are approximate and should be verified upon final design Number Of Barrels Exceed Graph Limitations Custom Layout Number of Barrels: 2667 DA-C Palm Desert MSA Consulting Inc. CA FOS (760) 320-9811 Total Storage Provided: 5/9/2022 Corrugated Metal Pipe Calculator Enter Information in Blue Cells 167 167 0 0 0 0 0 0 0 0 0 0 0 50 100 150 200 For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com © 2007 CONTECH Stormwater Solutions FOS 2 AMC II AREA SOIL TRIBUTARY AREAS ACRES LOW LOSS RI INFILTRATION IMPERVIOUS DESIG GROUP CONDITION NUMBER RATE PERCENT 4 A SF - DETACHED 2.801 D 32 0.74 0.60 620 ft 310 ft 317.7 ft ELEVATION OF CONCENTRATION POINT 296.2 ft 0.002 100 LOW LOSS RATE (Storm Events > 10 Years)85% POINT RAIN FROM NOAA ATLAS 14 1-HOUR 1.57 in 3-HOUR 2.27 in 6-HOUR 2.98 in 24-HOUR 4.59 in BASIN CHARACTERISTICS:ELEVATION AREA 296.2 ft 3,904 sf 299.2 ft 7,357 sf PERCOLATION RATE (in/hr)5.0 in/hr DRYWELL DATA NUMBER USED PERCOLATION RATE LOWEST FLOWLINE ELEVATION 301.00 LOWEST PAD ELEVATION 307.2 LENGTH OF WATERCOURSE (L) AREA DESIGNATION ELEVATION OF HEADWATER AVERAGE MANNINGS 'N' VALUE STORM FREQUENCY (YEAR) LENGTH TO POINT OPPOSITE CENTROID (Lca) Low Loss Conditions: X=Existing; D=Developed; BS=Retention DA-D RCFCD SYNTHETIC UNIT HYDROGRAPH - SHORTCUT METHOD DATA INPUT SHEET WORKSHEET PREPARED BY: PROJECT NAME DATE May 9, 2022 Refuge - Palm Desert PROJECT NUMBER CONCENTRATION POINT DESIGNATION 2667 Retention Basin AMC NUMBER Data Input Sheet Page 1 of 13 PROJECT: Job No.: BY:DATE:5/9/22 [1] AMC II [2] FREQUENCY-YEARS 100 FROM NOAA ATLAS 14 [3] STORM DURATION:Point Rain 1-HOUR 1.57 in 3-HOUR 2.27 in 6-HOUR 2.98 in 24-HOUR 4.59 in STORM DURATION 1-HOUR 3-HOUR 6-HOUR 24-HOUR RAINFALL VOLUME (cu-ft)15,963 23,081 30,300 46,670 SOIL LOSSES (cu-ft)3,461 10,140 17,100 35,451 EFFECTIVE RAIN (in)1.23 1.27 1.30 1.10 FLOOD VOLUME (cu-ft)12,502 12,941 13,200 11,218 (acre-ft)0.29 0.30 0.30 0.26 REQUIRED STORAGE (cu-ft)10,526 8,515 7,757 1,218 (acre-ft)0.24 0.20 0.18 0.03 FACTOR OF SAFETY 1.58 1.95 2.14 13.64 STORAGE PROVIDED (cu-ft) (acre-ft) PEAK FLOW (cfs)n/a 5.35 4.69 0.94 MAXIMUM WSEL (ft)298.10 297.74 297.60 296.42 DEPTH (ft)1.90 1.54 1.40 0.22 DIFFERENCE (ft)2.90 3.26 3.40 4.58 DIFFERENCE (ft)9.10 9.46 9.60 10.78 ESTIMATED TIME TO DEWATER BASIN Based on Total Flood Volume & Average Percolation Rate (days)0.3 0.3 0.5 1.0 [18] 200% OF LAG-MINUTES RAINFALL DATA 0.3 NOTE: PEAK FLOW FOR THE 1-HOUR STORM IS NOT REPRESENTATIVE. PER RCFCD PEAK DISCHARGES FROM THE 3-HOUR STORM SHOULD NORMALLY COMPARE WELL WITH RATIONAL PEAKS. LOWEST PAD ELEVATION LOWEST FLOWLINE ELEVATION STORM EVENT SUMMARY 307.2 301.00 16,620 0.38 0.002 [17] 100% OF LAG-MINUTES 0.2 0.2 [14] AVERAGE MANNINGS 'N' [15] LAG TIME-HOURS 0.00 [16] LAG TIME-MINUTES [13] L*LCA/S^0.5 13.53 [11] S-FEET/MILE [6] La-FEET [7] La-MILES [8] ELEVATION OF HEADWATER 0.001 310.00 [12] S^0.5 0.059 183.1 317.7 296.2 21.5 [3] AREA - ACRES [4] L-FEET [5] L-MILES 620 0.117 Retention Basin DA-D Refuge - Palm Desert [10] H-FEET [9] ELEVATION OF CONCENTRATION POINT 2.801 PHYSICAL DATA [1] CONCENTRATION POINT HYDROLOGY MANUAL BASIC DATA CALCULATION FORM 2667 FOS RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD [2] AREA DESIGNATION Plate E-2.1 Page 2 of 13 PROJECT: Job No.: BY:DATE:5/9/22 MAX LOW LOW MIN SOIL RI PERVIOUS DECIMAL ADJUSTED AREA AREA AVERAGE LOSS LOSS RATE AVERAGE GROUP NUMBER AREA PERCENT INFILTRATION WEIGHTED ADJUSTED CONDITION PER ADJUSTED INFILTRATION OF AREA RATE AVERAGE INFILTRATION RCFC/2322 INFILTRATION RATE IMPERVIOUS RATE RATE (in/hr)(in/hr)(in/hr) [Plate C-1][Plate E-6.1][Plate E-6.2][Plate E-6.3] A 32 0.74 60%0.34 2.801 1.000 0.3404 DEVELOPED 0.4200 0.4200 SUM 2.801 SUM 0.3404 0.4200 VARIABLE LOSS RATE CURVE (24-HOUR STORM ONLY) Fm=0.1702 NOTE: Low loss rates established per RCFC/2322 (Dated: May-30-95) C=0.00315 For 10 Year Storms or Less Ft=C(24-(T/60))^1.55+Fm =0.00315 0.17 in/hr Undeveloped Condition: Low Loss = 90% CONSTANT LOSS RATE (3 & 6 HOUR STORMS)=0.3404 Developed Condition: Low Loss = 0.9 - (0.8 * %impervious) LOW LOSS RATE =0.8500 Basin Site: Low Loss = 10% Where:For 100 Year Storm - Low Loss should be between 80% & 90% T=Time in minutes. To get an average value for each unit time period, Use T=1/2 the unit time for the first time period,of the Rainfall Rate T=1 1/2 unit time for the second period, etc. (24-(T/60))^1.55 + LAND USE SF - DETACHED AVERAGE ADJUSTED LOSS RATE RCFC & WCD HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD BASIC DATA CALCULATION FORM Refuge - Palm Desert FOS 2667 AMC II Plate E-2.1 Page 3 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 2.80 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.16 Maxwell Drywells UNIT TIME-PERCENT OF LAG 3096.4 Number 0 TOTAL ADJUSTED STORM RAIN-INCHES 1.57 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE-in/hr 0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 3.6 0.68 0.34 0.58 0.34 0.95 286 286 3,963 138 138 149 0.00 296.23 2 10 0.17 4.2 0.79 0.34 0.67 0.45 1.27 382 531 4,014 139 139 391 0.01 296.27 3 15 0.25 4.4 0.83 0.34 0.70 0.49 1.38 414 805 4,071 141 141 664 0.02 296.32 4 20 0.33 4.6 0.87 0.34 0.74 0.53 1.49 446 1,110 4,134 144 144 966 0.02 296.37 5 25 0.42 5.0 0.94 0.34 0.80 0.60 1.70 510 1,476 4,210 146 146 1,330 0.03 296.44 6 30 0.50 5.6 1.06 0.34 0.90 0.71 2.02 606 1,935 4,306 150 150 1,786 0.04 296.52 7 35 0.58 6.4 1.21 0.34 1.02 0.87 2.44 733 2,519 4,427 154 154 2,365 0.05 296.63 8 40 0.67 8.1 1.53 0.34 1.30 1.19 3.35 1,005 3,370 4,604 160 160 3,210 0.07 296.78 9 45 0.75 13.1 2.47 0.34 2.10 2.13 6.01 1,803 5,013 4,945 172 172 4,841 0.11 297.07 10 50 0.83 34.5 6.50 0.34 5.52 6.16 17.40 5,219 10,060 5,994 208 208 9,852 0.23 297.98 11 55 0.92 6.7 1.26 0.34 1.07 0.92 2.60 781 10,633 6,113 212 212 10,421 0.24 298.08 12 60 1.00 3.8 0.72 0.34 0.61 0.38 1.06 318 10,739 6,135 213 213 10,526 0.24 298.10 TOTAL RAINFALL 1.57 in RAINFALL VOLUME 15,963 cu-ft SOIL LOSSES 3,461 cu-ft EFFECTIVE RAIN 1.23 in FLOOD VOLUME 0.29 acft FLOOD VOLUME 12,502 cu-ft REQUIRED STORAGE 0.24 REQUIRED STORAGE 10,526 cu-ft MAX WSEL 298.10 ft PEAK FLOW RATE 17.40 cfs TOTAL BASIN LOSSES 1,976 cu-ft AVERAGE PERCOLATION RATE 32.94 cf/min EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Total In Basin in/hr Time Loss Rate Basin Losses Refuge - Palm DesertRCFC & WCD HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD SHORTCUT METHOD 1-HOUR STORM Plate E-2.2 1-Hour Storm Page 4 of 13 PROJECT: Job No.:2667 BY:FOS DATE DRAINAGE AREA-ACRES 2.80 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.16 Maxwell Drywells UNIT TIME-PERCENT OF LAG 3096.4 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.27 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 1.3 0.35 0.34 0.30 0.01 0.04 12 12 3,906 136 12 0 0.00 296.20 2 10 0.17 1.3 0.35 0.34 0.30 0.01 0.04 12 12 3,906 136 12 0 0.00 296.20 3 15 0.25 1.1 0.30 0.34 0.25 0.04 0.13 38 38 3,912 136 38 0 0.00 296.20 4 20 0.33 1.5 0.41 0.34 0.35 0.07 0.19 58 58 3,916 136 58 0 0.00 296.20 5 25 0.42 1.5 0.41 0.34 0.35 0.07 0.19 58 58 3,916 136 58 0 0.00 296.20 6 30 0.50 1.8 0.49 0.34 0.42 0.15 0.42 127 127 3,930 136 127 0 0.00 296.20 7 35 0.58 1.5 0.41 0.34 0.35 0.07 0.19 58 58 3,916 136 58 0 0.00 296.20 8 40 0.67 1.8 0.49 0.34 0.42 0.15 0.42 127 127 3,930 136 127 0 0.00 296.20 9 45 0.75 1.8 0.49 0.34 0.42 0.15 0.42 127 127 3,930 136 127 0 0.00 296.20 10 50 0.83 1.5 0.41 0.34 0.35 0.07 0.19 58 58 3,916 136 58 0 0.00 296.20 11 55 0.92 1.6 0.44 0.34 0.37 0.10 0.27 81 81 3,921 136 81 0 0.00 296.20 12 60 1.00 1.8 0.49 0.34 0.42 0.15 0.42 127 127 3,930 136 127 0 0.00 296.20 13 65 1.08 2.2 0.60 0.34 0.51 0.26 0.73 219 219 3,949 137 137 82 0.00 296.21 14 70 1.17 2.2 0.60 0.34 0.51 0.26 0.73 219 302 3,966 138 138 164 0.00 296.23 15 75 1.25 2.2 0.60 0.34 0.51 0.26 0.73 219 383 3,983 138 138 245 0.01 296.24 16 80 1.33 2.0 0.54 0.34 0.46 0.20 0.58 173 418 3,991 139 139 280 0.01 296.25 17 85 1.42 2.6 0.71 0.34 0.60 0.37 1.04 312 591 4,027 140 140 451 0.01 296.28 18 90 1.50 2.7 0.74 0.34 0.63 0.40 1.12 335 786 4,067 141 141 645 0.01 296.32 19 95 1.58 2.4 0.65 0.34 0.56 0.31 0.89 266 910 4,093 142 142 768 0.02 296.34 20 100 1.67 2.7 0.74 0.34 0.63 0.40 1.12 335 1,103 4,133 144 144 960 0.02 296.37 21 105 1.75 3.3 0.90 0.34 0.76 0.56 1.58 473 1,433 4,201 146 146 1,287 0.03 296.43 22 110 1.83 3.1 0.84 0.34 0.72 0.50 1.42 427 1,714 4,260 148 148 1,566 0.04 296.48 23 115 1.92 2.9 0.79 0.34 0.67 0.45 1.27 381 1,947 4,308 150 150 1,797 0.04 296.52 24 120 2.00 3.0 0.82 0.34 0.69 0.48 1.35 404 2,201 4,361 151 151 2,050 0.05 296.57 25 125 2.08 3.1 0.84 0.34 0.72 0.50 1.42 427 2,477 4,418 153 153 2,324 0.05 296.62 RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 3-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Loss Rate Basin Losses Plate E-2.2 3-Hour Storm Page 5 of 13 PROJECT: Job No.:2667 BY:FOS DATE DRAINAGE AREA-ACRES 2.80 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.16 Maxwell Drywells UNIT TIME-PERCENT OF LAG 3096.4 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.27 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 3-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Loss Rate Basin Losses 26 130 2.17 4.2 1.14 0.34 0.97 0.80 2.27 681 3,005 4,528 157 157 2,847 0.07 296.71 27 135 2.25 5.0 1.36 0.34 1.16 1.02 2.89 866 3,713 4,675 162 162 3,551 0.08 296.84 28 140 2.33 3.5 0.95 0.34 0.81 0.61 1.73 519 4,070 4,749 165 165 3,905 0.09 296.90 29 145 2.42 6.8 1.85 0.34 1.57 1.51 4.27 1,281 5,186 4,981 173 173 5,013 0.12 297.10 30 150 2.50 7.3 1.99 0.34 1.69 1.65 4.65 1,396 6,410 5,236 182 182 6,228 0.14 297.32 31 155 2.58 8.2 2.23 0.34 1.90 1.89 5.35 1,604 7,832 5,531 192 192 7,640 0.18 297.58 32 160 2.67 5.9 1.61 0.34 1.37 1.27 3.58 1,073 8,713 5,714 198 198 8,515 0.20 297.74 33 165 2.75 2.0 0.54 0.34 0.46 0.20 0.58 173 8,688 5,709 198 198 8,490 0.19 297.73 34 170 2.83 1.8 0.49 0.34 0.42 0.15 0.42 127 8,617 5,694 198 198 8,419 0.19 297.72 35 175 2.92 1.8 0.49 0.34 0.42 0.15 0.42 127 8,546 5,679 197 197 8,349 0.19 297.71 36 180 3.00 0.6 0.16 0.34 0.14 0.02 0.07 21 8,370 5,643 196 196 8,174 0.19 297.68 TOTAL RAIN RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY 4,767 cu-ft 26.48 cf/min 1.27 in 0.30 acft 12,941 cu-ft 0.20 acft 8,515 cu-ft 10,140 cu-ft 2.27 in 23,081 cu-ft 297.74 ft 5.35 cfs Plate E-2.2 3-Hour Storm Page 6 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 2.80 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.16 Maxwell Drywells UNIT TIME-PERCENT OF LAG 3096.4 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 0.5 0.18 0.34 0.15 0.03 0.08 23 23 3,908 136 23 0 0.00 296.20 2 10 0.17 0.6 0.21 0.34 0.18 0.03 0.09 27 27 3,909 136 27 0 0.00 296.20 3 15 0.25 0.6 0.21 0.34 0.18 0.03 0.09 27 27 3,909 136 27 0 0.00 296.20 4 20 0.33 0.6 0.21 0.34 0.18 0.03 0.09 27 27 3,909 136 27 0 0.00 296.20 5 25 0.42 0.6 0.21 0.34 0.18 0.03 0.09 27 27 3,909 136 27 0 0.00 296.20 6 30 0.50 0.7 0.25 0.34 0.21 0.04 0.11 32 32 3,910 136 32 0 0.00 296.20 7 35 0.58 0.7 0.25 0.34 0.21 0.04 0.11 32 32 3,910 136 32 0 0.00 296.20 8 40 0.67 0.7 0.25 0.34 0.21 0.04 0.11 32 32 3,910 136 32 0 0.00 296.20 9 45 0.75 0.7 0.25 0.34 0.21 0.04 0.11 32 32 3,910 136 32 0 0.00 296.20 10 50 0.83 0.7 0.25 0.34 0.21 0.04 0.11 32 32 3,910 136 32 0 0.00 296.20 11 55 0.92 0.7 0.25 0.34 0.21 0.04 0.11 32 32 3,910 136 32 0 0.00 296.20 12 60 1.00 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 13 65 1.08 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 14 70 1.17 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 15 75 1.25 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 16 80 1.33 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 17 85 1.42 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 18 90 1.50 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 19 95 1.58 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 20 100 1.67 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 21 105 1.75 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 22 110 1.83 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 23 115 1.92 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 24 120 2.00 0.9 0.32 0.34 0.27 0.05 0.14 41 41 3,912 136 41 0 0.00 296.20 Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses Plate E-2.2 6-Hour Storm Page 7 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 2.80 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.16 Maxwell Drywells UNIT TIME-PERCENT OF LAG 3096.4 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses 25 125 2.08 0.8 0.29 0.34 0.24 0.04 0.12 36 36 3,911 136 36 0 0.00 296.20 26 130 2.17 0.9 0.32 0.34 0.27 0.05 0.14 41 41 3,912 136 41 0 0.00 296.20 27 135 2.25 0.9 0.32 0.34 0.27 0.05 0.14 41 41 3,912 136 41 0 0.00 296.20 28 140 2.33 0.9 0.32 0.34 0.27 0.05 0.14 41 41 3,912 136 41 0 0.00 296.20 29 145 2.42 0.9 0.32 0.34 0.27 0.05 0.14 41 41 3,912 136 41 0 0.00 296.20 30 150 2.50 0.9 0.32 0.34 0.27 0.05 0.14 41 41 3,912 136 41 0 0.00 296.20 31 155 2.58 0.9 0.32 0.34 0.27 0.05 0.14 41 41 3,912 136 41 0 0.00 296.20 32 160 2.67 0.9 0.32 0.34 0.27 0.05 0.14 41 41 3,912 136 41 0 0.00 296.20 33 165 2.75 1.0 0.36 0.34 0.30 0.02 0.05 15 15 3,907 136 15 0 0.00 296.20 34 170 2.83 1.0 0.36 0.34 0.30 0.02 0.05 15 15 3,907 136 15 0 0.00 296.20 35 175 2.92 1.0 0.36 0.34 0.30 0.02 0.05 15 15 3,907 136 15 0 0.00 296.20 36 180 3.00 1.0 0.36 0.34 0.30 0.02 0.05 15 15 3,907 136 15 0 0.00 296.20 37 185 3.08 1.0 0.36 0.34 0.30 0.02 0.05 15 15 3,907 136 15 0 0.00 296.20 38 190 3.17 1.1 0.39 0.34 0.33 0.05 0.15 45 45 3,913 136 45 0 0.00 296.20 39 195 3.25 1.1 0.39 0.34 0.33 0.05 0.15 45 45 3,913 136 45 0 0.00 296.20 40 200 3.33 1.1 0.39 0.34 0.33 0.05 0.15 45 45 3,913 136 45 0 0.00 296.20 41 205 3.42 1.2 0.43 0.34 0.36 0.09 0.25 75 75 3,919 136 75 0 0.00 296.20 42 210 3.50 1.3 0.46 0.34 0.40 0.12 0.35 105 105 3,926 136 105 0 0.00 296.20 43 215 3.58 1.4 0.50 0.34 0.43 0.16 0.45 136 136 3,932 137 136 0 0.00 296.20 44 220 3.67 1.4 0.50 0.34 0.43 0.16 0.45 136 136 3,932 137 136 0 0.00 296.20 45 225 3.75 1.5 0.54 0.34 0.46 0.20 0.55 166 166 3,938 137 137 29 0.00 296.21 46 230 3.83 1.5 0.54 0.34 0.46 0.20 0.55 166 195 3,944 137 137 58 0.00 296.21 47 235 3.92 1.6 0.57 0.34 0.49 0.23 0.65 196 255 3,957 137 137 117 0.00 296.22 48 240 4.00 1.6 0.57 0.34 0.49 0.23 0.65 196 314 3,969 138 138 176 0.00 296.23 49 245 4.08 1.7 0.61 0.34 0.52 0.27 0.76 227 403 3,987 138 138 264 0.01 296.25 50 250 4.17 1.8 0.64 0.34 0.55 0.30 0.86 257 521 4,012 139 139 382 0.01 296.27 Plate E-2.2 6-Hour Storm Page 8 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 2.80 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.16 Maxwell Drywells UNIT TIME-PERCENT OF LAG 3096.4 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.34 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses 51 255 4.25 1.9 0.68 0.34 0.58 0.34 0.96 287 669 4,043 140 140 529 0.01 296.30 52 260 4.33 2.0 0.72 0.34 0.61 0.37 1.06 318 846 4,080 142 142 705 0.02 296.33 53 265 4.42 2.1 0.75 0.34 0.64 0.41 1.16 348 1,053 4,122 143 143 909 0.02 296.36 54 270 4.50 2.1 0.75 0.34 0.64 0.41 1.16 348 1,257 4,165 145 145 1,113 0.03 296.40 55 275 4.58 2.2 0.79 0.34 0.67 0.45 1.26 378 1,491 4,213 146 146 1,345 0.03 296.44 56 280 4.67 2.3 0.82 0.34 0.70 0.48 1.36 408 1,753 4,268 148 148 1,605 0.04 296.49 57 285 4.75 2.4 0.86 0.34 0.73 0.52 1.46 439 2,044 4,328 150 150 1,893 0.04 296.54 58 290 4.83 2.4 0.86 0.34 0.73 0.52 1.46 439 2,332 4,388 152 152 2,180 0.05 296.59 59 295 4.92 2.5 0.89 0.34 0.76 0.55 1.56 469 2,649 4,454 155 155 2,494 0.06 296.65 60 300 5.00 2.6 0.93 0.34 0.79 0.59 1.66 499 2,993 4,526 157 157 2,836 0.07 296.71 61 305 5.08 3.1 1.11 0.34 0.94 0.77 2.17 651 3,487 4,628 161 161 3,327 0.08 296.80 62 310 5.17 3.6 1.29 0.34 1.09 0.95 2.67 802 4,129 4,762 165 165 3,964 0.09 296.92 63 315 5.25 3.9 1.39 0.34 1.19 1.05 2.98 893 4,857 4,913 171 171 4,686 0.11 297.05 64 320 5.33 4.2 1.50 0.34 1.28 1.16 3.28 984 5,670 5,082 176 176 5,494 0.13 297.19 65 325 5.42 4.7 1.68 0.34 1.43 1.34 3.79 1,136 6,630 5,281 183 183 6,446 0.15 297.36 66 330 5.50 5.6 2.00 0.34 1.70 1.66 4.69 1,408 7,855 5,536 192 192 7,662 0.18 297.58 67 335 5.58 1.9 0.68 0.34 0.58 0.34 0.96 287 7,950 5,556 193 193 7,757 0.18 297.60 68 340 5.67 0.9 0.32 0.34 0.27 0.05 0.14 41 7,798 5,524 192 192 7,606 0.17 297.57 69 345 5.75 0.6 0.21 0.34 0.18 0.03 0.09 27 7,633 5,490 191 191 7,442 0.17 297.54 70 350 5.83 0.5 0.18 0.34 0.15 0.03 0.08 23 7,465 5,455 189 189 7,276 0.17 297.51 71 355 5.92 0.3 0.11 0.34 0.09 0.02 0.05 14 7,289 5,418 188 188 7,101 0.16 297.48 72 360 6.00 0.2 0.07 0.34 0.06 0.01 0.03 9 7,110 5,381 187 187 6,924 0.16 297.45 TOTAL RAINFALL RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY 17.43 cf/min 6,276 cu-ft 1.30 in 0.30 acft 13,200 cu-ft 0.18 acft 7,757 cu-ft 30,300 cu-ft 2.98 in 17,100 cu-ft 297.60 ft 4.69 cfs Plate E-2.2 6-Hour Storm Page 9 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 2.80 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.16 C 0.00315 Maxwell Drywells UNIT TIME-PERCENT OF LAG 9289%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 15 0.25 0.2 0.037 0.601 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 2 30 0.50 0.3 0.055 0.594 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 3 45 0.75 0.3 0.055 0.587 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 4 60 1.00 0.4 0.073 0.580 0.062 0.01 0.03 28 28 3,910 407 28 0 0.00 296.20 5 75 1.25 0.3 0.055 0.573 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 6 90 1.50 0.3 0.055 0.567 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 7 105 1.75 0.3 0.055 0.560 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 8 120 2.00 0.4 0.073 0.553 0.062 0.01 0.03 28 28 3,910 407 28 0 0.00 296.20 9 135 2.25 0.4 0.073 0.546 0.062 0.01 0.03 28 28 3,910 407 28 0 0.00 296.20 10 150 2.50 0.4 0.073 0.540 0.062 0.01 0.03 28 28 3,910 407 28 0 0.00 296.20 11 165 2.75 0.5 0.092 0.533 0.078 0.01 0.04 35 35 3,911 407 35 0 0.00 296.20 12 180 3.00 0.5 0.092 0.527 0.078 0.01 0.04 35 35 3,911 407 35 0 0.00 296.20 13 195 3.25 0.5 0.092 0.520 0.078 0.01 0.04 35 35 3,911 407 35 0 0.00 296.20 14 210 3.50 0.5 0.092 0.514 0.078 0.01 0.04 35 35 3,911 407 35 0 0.00 296.20 15 225 3.75 0.5 0.092 0.507 0.078 0.01 0.04 35 35 3,911 407 35 0 0.00 296.20 16 240 4.00 0.6 0.110 0.501 0.094 0.02 0.05 42 42 3,912 408 42 0 0.00 296.20 17 255 4.25 0.6 0.110 0.494 0.094 0.02 0.05 42 42 3,912 408 42 0 0.00 296.20 18 270 4.50 0.7 0.129 0.488 0.109 0.02 0.05 49 49 3,914 408 49 0 0.00 296.20 19 285 4.75 0.7 0.129 0.482 0.109 0.02 0.05 49 49 3,914 408 49 0 0.00 296.20 20 300 5.00 0.8 0.147 0.476 0.125 0.02 0.06 56 56 3,915 408 56 0 0.00 296.20 21 315 5.25 0.6 0.110 0.470 0.094 0.02 0.05 42 42 3,912 408 42 0 0.00 296.20 22 330 5.50 0.7 0.129 0.463 0.109 0.02 0.05 49 49 3,914 408 49 0 0.00 296.20 23 345 5.75 0.8 0.147 0.457 0.125 0.02 0.06 56 56 3,915 408 56 0 0.00 296.20 24 360 6.00 0.8 0.147 0.451 0.125 0.02 0.06 56 56 3,915 408 56 0 0.00 296.20 25 375 6.25 0.9 0.165 0.445 0.140 0.02 0.07 63 63 3,917 408 63 0 0.00 296.20 26 390 6.50 0.9 0.165 0.439 0.140 0.02 0.07 63 63 3,917 408 63 0 0.00 296.20 27 405 6.75 1.0 0.184 0.433 0.156 0.03 0.08 70 70 3,918 408 70 0 0.00 296.20 28 420 7.00 1.0 0.184 0.428 0.156 0.03 0.08 70 70 3,918 408 70 0 0.00 296.20 29 435 7.25 1.0 0.184 0.422 0.156 0.03 0.08 70 70 3,918 408 70 0 0.00 296.20 30 450 7.50 1.1 0.202 0.416 0.172 0.03 0.09 77 77 3,920 408 77 0 0.00 296.20 31 465 7.75 1.2 0.220 0.410 0.187 0.03 0.09 84 84 3,921 408 84 0 0.00 296.20 32 480 8.00 1.3 0.239 0.405 0.203 0.04 0.10 91 91 3,923 409 91 0 0.00 296.20 33 495 8.25 1.5 0.275 0.399 0.234 0.04 0.12 105 105 3,926 409 105 0 0.00 296.20 34 510 8.50 1.5 0.275 0.394 0.234 0.04 0.12 105 105 3,926 409 105 0 0.00 296.20 35 525 8.75 1.6 0.294 0.388 0.250 0.04 0.12 112 112 3,927 409 112 0 0.00 296.20 36 540 9.00 1.7 0.312 0.383 0.265 0.05 0.13 119 119 3,928 409 119 0 0.00 296.20 37 555 9.25 1.9 0.349 0.377 0.297 0.05 0.15 133 133 3,931 410 133 0 0.00 296.20 38 570 9.50 2.0 0.367 0.372 0.312 0.06 0.16 140 140 3,933 410 140 0 0.00 296.20 39 585 9.75 2.1 0.386 0.366 0.328 0.02 0.05 49 49 3,914 408 49 0 0.00 296.20 40 600 10.00 2.2 0.404 0.361 0.343 0.04 0.12 109 109 3,926 409 109 0 0.00 296.20 41 615 10.25 1.5 0.275 0.356 0.234 0.04 0.12 105 105 3,926 409 105 0 0.00 296.20 42 630 10.50 1.5 0.275 0.351 0.234 0.04 0.12 105 105 3,926 409 105 0 0.00 296.20 43 645 10.75 2.0 0.367 0.346 0.312 0.02 0.06 55 55 3,915 408 55 0 0.00 296.20 in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses Plate E-2.2 24-Hour Storm Page 10 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 2.80 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.16 C 0.00315 Maxwell Drywells UNIT TIME-PERCENT OF LAG 9289%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses 44 660 11.00 2.0 0.367 0.341 0.312 0.03 0.07 67 67 3,918 408 67 0 0.00 296.20 45 675 11.25 1.9 0.349 0.336 0.297 0.01 0.04 34 34 3,911 407 34 0 0.00 296.20 46 690 11.50 1.9 0.349 0.331 0.297 0.02 0.05 46 46 3,913 408 46 0 0.00 296.20 47 705 11.75 1.7 0.312 0.326 0.265 0.05 0.13 119 119 3,928 409 119 0 0.00 296.20 48 720 12.00 1.8 0.330 0.321 0.281 0.01 0.03 24 24 3,909 407 24 0 0.00 296.20 49 735 12.25 2.5 0.459 0.316 0.390 0.14 0.40 363 363 3,979 414 363 0 0.00 296.20 50 750 12.50 2.6 0.477 0.311 0.406 0.17 0.47 422 422 3,991 416 416 6 0.00 296.20 51 765 12.75 2.8 0.514 0.307 0.437 0.21 0.59 527 533 4,014 418 418 115 0.00 296.22 52 780 13.00 2.9 0.532 0.302 0.453 0.23 0.65 585 700 4,049 422 422 279 0.01 296.25 53 795 13.25 3.4 0.624 0.298 0.531 0.33 0.92 830 1,109 4,134 431 431 678 0.02 296.32 54 810 13.50 3.4 0.624 0.293 0.531 0.33 0.94 842 1,520 4,220 440 440 1,081 0.02 296.40 55 825 13.75 2.3 0.422 0.289 0.359 0.13 0.38 340 1,420 4,199 437 437 983 0.02 296.38 56 840 14.00 2.3 0.422 0.284 0.359 0.14 0.39 351 1,334 4,181 436 436 898 0.02 296.36 57 855 14.25 2.7 0.496 0.280 0.421 0.22 0.61 549 1,447 4,204 438 438 1,009 0.02 296.38 58 870 14.50 2.6 0.477 0.276 0.406 0.20 0.57 513 1,522 4,220 440 440 1,082 0.02 296.40 59 885 14.75 2.6 0.477 0.271 0.406 0.21 0.58 524 1,606 4,237 441 441 1,165 0.03 296.41 60 900 15.00 2.5 0.459 0.267 0.390 0.19 0.54 487 1,652 4,247 442 442 1,210 0.03 296.42 61 915 15.25 2.4 0.441 0.263 0.375 0.18 0.50 451 1,661 4,249 443 443 1,218 0.03 296.42 62 930 15.50 2.3 0.422 0.259 0.359 0.16 0.46 415 1,633 4,243 442 442 1,191 0.03 296.41 63 945 15.75 1.9 0.349 0.255 0.297 0.09 0.26 238 1,429 4,201 438 438 992 0.02 296.38 64 960 16.00 1.9 0.349 0.251 0.297 0.10 0.28 248 1,240 4,161 433 433 806 0.02 296.35 65 975 16.25 0.4 0.073 0.247 0.062 0.01 0.03 28 834 4,077 425 425 410 0.01 296.27 66 990 16.50 0.4 0.073 0.244 0.062 0.01 0.03 28 438 3,995 416 416 21 0.00 296.20 67 1005 16.75 0.3 0.055 0.240 0.047 0.01 0.02 21 42 3,913 408 42 0 0.00 296.20 68 1020 17.00 0.3 0.055 0.236 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 69 1035 17.25 0.5 0.092 0.233 0.078 0.01 0.04 35 35 3,911 407 35 0 0.00 296.20 70 1050 17.50 0.5 0.092 0.229 0.078 0.01 0.04 35 35 3,911 407 35 0 0.00 296.20 71 1065 17.75 0.5 0.092 0.226 0.078 0.01 0.04 35 35 3,911 407 35 0 0.00 296.20 72 1080 18.00 0.4 0.073 0.223 0.062 0.01 0.03 28 28 3,910 407 28 0 0.00 296.20 73 1095 18.25 0.4 0.073 0.219 0.062 0.01 0.03 28 28 3,910 407 28 0 0.00 296.20 74 1110 18.50 0.4 0.073 0.216 0.062 0.01 0.03 28 28 3,910 407 28 0 0.00 296.20 75 1125 18.75 0.3 0.055 0.213 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 76 1140 19.00 0.2 0.037 0.210 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 77 1155 19.25 0.3 0.055 0.207 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 78 1170 19.50 0.4 0.073 0.204 0.062 0.01 0.03 28 28 3,910 407 28 0 0.00 296.20 79 1185 19.75 0.3 0.055 0.201 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 80 1200 20.00 0.2 0.037 0.199 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 81 1215 20.25 0.3 0.055 0.196 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 82 1230 20.50 0.3 0.055 0.193 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 83 1245 20.75 0.3 0.055 0.191 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 84 1260 21.00 0.2 0.037 0.189 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 85 1275 21.25 0.3 0.055 0.186 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 86 1290 21.50 0.2 0.037 0.184 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 Plate E-2.2 24-Hour Storm Page 11 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 2.80 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.16 C 0.00315 Maxwell Drywells UNIT TIME-PERCENT OF LAG 9289%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses 87 1305 21.75 0.3 0.055 0.182 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 88 1320 22.00 0.2 0.037 0.180 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 89 1335 22.25 0.3 0.055 0.179 0.047 0.01 0.02 21 21 3,908 407 21 0 0.00 296.20 90 1350 22.50 0.2 0.037 0.177 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 91 1365 22.75 0.2 0.037 0.175 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 92 1380 23.00 0.2 0.037 0.174 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 93 1395 23.25 0.2 0.037 0.173 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 94 1410 23.50 0.2 0.037 0.172 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 95 1425 23.75 0.2 0.037 0.171 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 96 1440 24.00 0.2 0.037 0.170 0.031 0.01 0.02 14 14 3,907 407 14 0 0.00 296.20 EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY TOTAL RAINFALL RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE 11,218 cu-ft 7.79 cf/min 1.10 in 0.26 acft 11,218 cu-ft 0.03 acft 1,218 cu-ft 4.59 in 46,670 cu-ft 35,451 cu-ft 296.42 ft 0.94 cfs Plate E-2.2 24-Hour Storm Page 12 of 13 PROECT JOB No. BASIN DESIGNATION: BASIN CHARACTERISTICS CONTOUR ELEVATION INCR TOTAL INCR TOTAL INCR (ft)(ft)(sf)(sf)(cuft)(cuft)(acre-ft) 296.2 0 0 3,904 0 0 0.00 299.2 3 3 3,453 7,357 16,620 16,620 0.38 WHERE: TOTAL Retention Basin BASIN VOLUME WORKSHEET DEPTH AREA VOLUME Refuge - Palm Desert 2667 ( )()2121213 1 AAAAEEV++−= Basin Volume Worksheet Page 13 of 13 FOS 2 AMC II AREA SOIL TRIBUTARY AREAS ACRES LOW LOSS RI INFILTRATION IMPERVIOUS DESIG GROUP CONDITION NUMBER RATE PERCENT 4 A SF - DETACHED 39.312 D 32 0.74 0.60 5 A SF - ATTACHED 14.162 D 32 0.74 0.65 3,950 ft 1,975 ft 305.0 ft ELEVATION OF CONCENTRATION POINT 272.3 ft 0.002 100 LOW LOSS RATE (Storm Events > 10 Years)85% POINT RAIN FROM NOAA ATLAS 14 1-HOUR 1.57 in 3-HOUR 2.27 in 6-HOUR 2.98 in 24-HOUR 4.59 in BASIN CHARACTERISTICS:ELEVATION AREA 272.3 ft 54,038 sf 277.3 ft 82,927 sf PERCOLATION RATE (in/hr)5.0 in/hr DRYWELL DATA NUMBER USED PERCOLATION RATE LOWEST FLOWLINE ELEVATION 279.28 LOWEST PAD ELEVATION 291.0 PROJECT NUMBER CONCENTRATION POINT DESIGNATION 2667 Retention Basin AMC NUMBER RCFCD SYNTHETIC UNIT HYDROGRAPH - SHORTCUT METHOD DATA INPUT SHEET WORKSHEET PREPARED BY: PROJECT NAME DATE May 9, 2022 Refuge - Palm Desert LENGTH OF WATERCOURSE (L) AREA DESIGNATION ELEVATION OF HEADWATER AVERAGE MANNINGS 'N' VALUE STORM FREQUENCY (YEAR) LENGTH TO POINT OPPOSITE CENTROID (Lca) Low Loss Conditions: X=Existing; D=Developed; BS=Retention DA-E Data Input Sheet Page 1 of 13 PROJECT: Job No.: BY:DATE:5/9/22 [1] AMC II [2] FREQUENCY-YEARS 100 FROM NOAA ATLAS 14 [3] STORM DURATION:Point Rain 1-HOUR 1.57 in 3-HOUR 2.27 in 6-HOUR 2.98 in 24-HOUR 4.59 in STORM DURATION 1-HOUR 3-HOUR 6-HOUR 24-HOUR RAINFALL VOLUME (cu-ft)304,755 440,633 578,452 890,971 SOIL LOSSES (cu-ft)64,364 188,731 321,465 670,527 EFFECTIVE RAIN (in)1.24 1.30 1.32 1.14 FLOOD VOLUME (cu-ft)240,391 251,902 256,987 220,444 (acre-ft)5.52 5.78 5.90 5.06 REQUIRED STORAGE (cu-ft)214,946 185,928 173,704 58,749 (acre-ft)4.93 4.27 3.99 1.35 FACTOR OF SAFETY 1.58 1.83 1.96 5.78 STORAGE PROVIDED (cu-ft) (acre-ft) PEAK FLOW (cfs)n/a 102.56 90.10 18.27 MAXIMUM WSEL (ft)275.46 275.04 274.86 273.16 DEPTH (ft)3.16 2.74 2.56 0.86 DIFFERENCE (ft)3.82 4.24 4.42 6.12 DIFFERENCE (ft)15.54 15.96 16.14 17.84 ESTIMATED TIME TO DEWATER BASIN Based on Total Flood Volume & Average Percolation Rate (days)0.4 0.5 0.7 1.0 Retention Basin DA-E Refuge - Palm Desert [10] H-FEET [9] ELEVATION OF CONCENTRATION POINT 53.474 PHYSICAL DATA [1] CONCENTRATION POINT HYDROLOGY MANUAL BASIC DATA CALCULATION FORM 2667 FOS RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD [2] AREA DESIGNATION [3] AREA - ACRES [4] L-FEET [5] L-MILES 3950 0.748 [13] L*LCA/S^0.5 6.61 [11] S-FEET/MILE [6] La-FEET [7] La-MILES [8] ELEVATION OF HEADWATER 0.042 1975.00 [12] S^0.5 0.374 43.7 305 272.3 32.7 0.002 [17] 100% OF LAG-MINUTES 0.9 0.9 [14] AVERAGE MANNINGS 'N' [15] LAG TIME-HOURS 0.01 [16] LAG TIME-MINUTES [18] 200% OF LAG-MINUTES RAINFALL DATA 1.7 NOTE: PEAK FLOW FOR THE 1-HOUR STORM IS NOT REPRESENTATIVE. PER RCFCD PEAK DISCHARGES FROM THE 3-HOUR STORM SHOULD NORMALLY COMPARE WELL WITH RATIONAL PEAKS. LOWEST PAD ELEVATION LOWEST FLOWLINE ELEVATION STORM EVENT SUMMARY 291.0 279.28 339,845 7.80 Plate E-2.1 Page 2 of 13 PROJECT: Job No.: BY:DATE:5/9/22 MAX LOW LOW MIN SOIL RI PERVIOUS DECIMAL ADJUSTED AREA AREA AVERAGE LOSS LOSS RATE AVERAGE GROUP NUMBER AREA PERCENT INFILTRATION WEIGHTED ADJUSTED CONDITION PER ADJUSTED INFILTRATION OF AREA RATE AVERAGE INFILTRATION RCFC/2322 INFILTRATION RATE IMPERVIOUS RATE RATE (in/hr)(in/hr)(in/hr) [Plate C-1][Plate E-6.1][Plate E-6.2][Plate E-6.3] A 32 0.74 60%0.34 39.312 0.735 0.2503 DEVELOPED 0.4200 0.3088 A 32 0.74 65%0.31 14.162 0.265 0.0813 DEVELOPED 0.3800 0.1006 SUM 53.474 SUM 0.3316 0.4094 VARIABLE LOSS RATE CURVE (24-HOUR STORM ONLY) Fm=0.165790524 NOTE: Low loss rates established per RCFC/2322 (Dated: May-30-95) C=0.00307 For 10 Year Storms or Less Ft=C(24-(T/60))^1.55+Fm =0.00307 0.17 in/hr Undeveloped Condition: Low Loss = 90% CONSTANT LOSS RATE (3 & 6 HOUR STORMS)=0.3316 Developed Condition: Low Loss = 0.9 - (0.8 * %impervious) LOW LOSS RATE =0.8500 Basin Site: Low Loss = 10% Where:For 100 Year Storm - Low Loss should be between 80% & 90% T=Time in minutes. To get an average value for each unit time period, Use T=1/2 the unit time for the first time period,of the Rainfall Rate T=1 1/2 unit time for the second period, etc. AVERAGE ADJUSTED LOSS RATE RCFC & WCD HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD BASIC DATA CALCULATION FORM Refuge - Palm Desert FOS 2667 AMC II (24-(T/60))^1.55 + LAND USE SF - DETACHED SF - ATTACHED Plate E-2.1 Page 3 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 53.47 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.87 Maxwell Drywells UNIT TIME-PERCENT OF LAG 577.4 Number 0 TOTAL ADJUSTED STORM RAIN-INCHES 1.57 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE-in/hr 0.33 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 3.6 0.68 0.33 0.58 0.35 18.69 5,608 5,608 54,515 1,893 1,893 3,715 0.09 272.35 2 10 0.17 4.2 0.79 0.33 0.67 0.46 24.79 7,436 11,151 54,986 1,909 1,909 9,242 0.21 272.44 3 15 0.25 4.4 0.83 0.33 0.70 0.50 26.82 8,046 17,287 55,508 1,927 1,927 15,360 0.35 272.53 4 20 0.33 4.6 0.87 0.33 0.74 0.54 28.85 8,655 24,015 56,079 1,947 1,947 22,068 0.51 272.62 5 25 0.42 5.0 0.94 0.33 0.80 0.61 32.91 9,874 31,942 56,753 1,971 1,971 29,971 0.69 272.74 6 30 0.50 5.6 1.06 0.33 0.90 0.72 39.01 11,703 41,674 57,581 1,999 1,999 39,674 0.91 272.88 7 35 0.58 6.4 1.21 0.33 1.02 0.87 47.14 14,141 53,815 58,613 2,035 2,035 51,780 1.19 273.06 8 40 0.67 8.1 1.53 0.33 1.30 1.19 64.41 19,322 71,101 60,082 2,086 2,086 69,015 1.58 273.32 9 45 0.75 13.1 2.47 0.33 2.10 2.14 115.20 34,559 103,575 62,843 2,182 2,182 101,392 2.33 273.79 10 50 0.83 34.5 6.50 0.33 5.52 6.17 332.59 99,777 201,169 71,139 2,470 2,470 198,699 4.56 275.22 11 55 0.92 6.7 1.26 0.33 1.07 0.93 50.18 15,055 213,754 72,208 2,507 2,507 211,247 4.85 275.41 12 60 1.00 3.8 0.72 0.33 0.61 0.38 20.72 6,217 217,464 72,524 2,518 2,518 214,946 4.93 275.46 TOTAL RAINFALL 1.57 in RAINFALL VOLUME 304,755 cu-ft SOIL LOSSES 64,364 cu-ft EFFECTIVE RAIN 1.24 in FLOOD VOLUME 5.52 acft FLOOD VOLUME 240,391 cu-ft REQUIRED STORAGE 4.93 REQUIRED STORAGE 214,946 cu-ft MAX WSEL 275.46 ft PEAK FLOW RATE 332.59 cfs TOTAL BASIN LOSSES 25,445 cu-ft AVERAGE PERCOLATION RATE 424.09 cf/min Refuge - Palm DesertRCFC & WCD HYDROLOGY MANUAL SYNTHETIC UNIT HYDROGRAPH METHOD SHORTCUT METHOD 1-HOUR STORM EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Total In Basin in/hr Time Loss Rate Basin Losses Plate E-2.2 1-Hour Storm Page 4 of 13 PROJECT: Job No.:2667 BY:FOS DATE DRAINAGE AREA-ACRES 53.47 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.87 Maxwell Drywells UNIT TIME-PERCENT OF LAG 577.4 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.27 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.33 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 1.3 0.35 0.33 0.30 0.02 1.22 365 365 54,069 1,877 365 0 0.00 272.30 2 10 0.17 1.3 0.35 0.33 0.30 0.02 1.22 365 365 54,069 1,877 365 0 0.00 272.30 3 15 0.25 1.1 0.30 0.33 0.25 0.04 2.42 727 727 54,100 1,878 727 0 0.00 272.30 4 20 0.33 1.5 0.41 0.33 0.35 0.08 4.15 1,246 1,246 54,144 1,880 1,246 0 0.00 272.30 5 25 0.42 1.5 0.41 0.33 0.35 0.08 4.15 1,246 1,246 54,144 1,880 1,246 0 0.00 272.30 6 30 0.50 1.8 0.49 0.33 0.42 0.16 8.56 2,568 2,568 54,256 1,884 1,884 684 0.02 272.31 7 35 0.58 1.5 0.41 0.33 0.35 0.08 4.15 1,246 1,930 54,202 1,882 1,882 48 0.00 272.30 8 40 0.67 1.8 0.49 0.33 0.42 0.16 8.56 2,568 2,615 54,260 1,884 1,884 731 0.02 272.31 9 45 0.75 1.8 0.49 0.33 0.42 0.16 8.56 2,568 3,299 54,318 1,886 1,886 1,413 0.03 272.32 10 50 0.83 1.5 0.41 0.33 0.35 0.08 4.15 1,246 2,659 54,264 1,884 1,884 775 0.02 272.31 11 55 0.92 1.6 0.44 0.33 0.37 0.10 5.62 1,686 2,461 54,247 1,884 1,884 578 0.01 272.31 12 60 1.00 1.8 0.49 0.33 0.42 0.16 8.56 2,568 3,145 54,305 1,886 1,886 1,260 0.03 272.32 13 65 1.08 2.2 0.60 0.33 0.51 0.27 14.43 4,330 5,590 54,513 1,893 1,893 3,697 0.08 272.35 14 70 1.17 2.2 0.60 0.33 0.51 0.27 14.43 4,330 8,028 54,720 1,900 1,900 6,128 0.14 272.39 15 75 1.25 2.2 0.60 0.33 0.51 0.27 14.43 4,330 10,458 54,927 1,907 1,907 8,551 0.20 272.43 16 80 1.33 2.0 0.54 0.33 0.46 0.21 11.50 3,449 12,000 55,058 1,912 1,912 10,088 0.23 272.45 17 85 1.42 2.6 0.71 0.33 0.60 0.38 20.31 6,093 16,181 55,413 1,924 1,924 14,257 0.33 272.51 18 90 1.50 2.7 0.74 0.33 0.63 0.40 21.78 6,533 20,790 55,805 1,938 1,938 18,852 0.43 272.58 19 95 1.58 2.4 0.65 0.33 0.56 0.32 17.37 5,212 24,064 56,084 1,947 1,947 22,117 0.51 272.63 20 100 1.67 2.7 0.74 0.33 0.63 0.40 21.78 6,533 28,650 56,473 1,961 1,961 26,689 0.61 272.69 21 105 1.75 3.3 0.90 0.33 0.76 0.57 30.59 9,177 35,866 57,087 1,982 1,982 33,884 0.78 272.80 22 110 1.83 3.1 0.84 0.33 0.72 0.51 27.65 8,296 42,180 57,624 2,001 2,001 40,179 0.92 272.89 23 115 1.92 2.9 0.79 0.33 0.67 0.46 24.72 7,415 47,594 58,084 2,017 2,017 45,577 1.05 272.97 24 120 2.00 3.0 0.82 0.33 0.69 0.49 26.18 7,855 53,433 58,580 2,034 2,034 51,399 1.18 273.06 25 125 2.08 3.1 0.84 0.33 0.72 0.51 27.65 8,296 59,695 59,112 2,053 2,053 57,642 1.32 273.15 Total In Basin in/hr MANUAL 3-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Loss Rate Basin Losses RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Plate E-2.2 3-Hour Storm Page 5 of 13 PROJECT: Job No.:2667 BY:FOS DATE DRAINAGE AREA-ACRES 53.47 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.87 Maxwell Drywells UNIT TIME-PERCENT OF LAG 577.4 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.27 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.33 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft Total In Basin in/hr MANUAL 3-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Loss Rate Basin Losses RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD 26 130 2.17 4.2 1.14 0.33 0.97 0.81 43.81 13,143 70,785 60,055 2,085 2,085 68,700 1.58 273.31 27 135 2.25 5.0 1.36 0.33 1.16 1.03 55.56 16,668 85,368 61,295 2,128 2,128 83,240 1.91 273.52 28 140 2.33 3.5 0.95 0.33 0.81 0.62 33.53 10,059 93,298 61,969 2,152 2,152 91,146 2.09 273.64 29 145 2.42 6.8 1.85 0.33 1.57 1.52 82.00 24,599 115,746 63,877 2,218 2,218 113,528 2.61 273.97 30 150 2.50 7.3 1.99 0.33 1.69 1.66 89.34 26,803 140,330 65,967 2,291 2,291 138,040 3.17 274.33 31 155 2.58 8.2 2.23 0.33 1.90 1.90 102.56 30,768 168,808 68,388 2,375 2,375 166,434 3.82 274.75 32 160 2.67 5.9 1.61 0.33 1.37 1.28 68.78 20,634 187,067 69,940 2,428 2,428 184,639 4.24 275.02 33 165 2.75 2.0 0.54 0.33 0.46 0.21 11.50 3,449 188,088 70,027 2,431 2,431 185,656 4.26 275.03 34 170 2.83 1.8 0.49 0.33 0.42 0.16 8.56 2,568 188,224 70,038 2,432 2,432 185,792 4.27 275.03 35 175 2.92 1.8 0.49 0.33 0.42 0.16 8.56 2,568 188,360 70,050 2,432 2,432 185,928 4.27 275.04 36 180 3.00 0.6 0.16 0.33 0.14 0.02 1.32 397 186,324 69,877 2,426 2,426 183,898 4.22 275.01 TOTAL RAIN RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE 188,731 cu-ft 2.27 in 440,633 cu-ft 275.04 ft 102.56 cfs 68,004 cu-ft 377.80 cf/min 1.30 in 5.78 acft 251,902 cu-ft 4.27 acft 185,928 cu-ft EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY Plate E-2.2 3-Hour Storm Page 6 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 53.47 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.87 Maxwell Drywells UNIT TIME-PERCENT OF LAG 577.4 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.33 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 5 0.08 0.5 0.18 0.33 0.15 0.03 1.45 434 434 54,075 1,878 434 0 0.00 272.30 2 10 0.17 0.6 0.21 0.33 0.18 0.03 1.74 521 521 54,082 1,878 521 0 0.00 272.30 3 15 0.25 0.6 0.21 0.33 0.18 0.03 1.74 521 521 54,082 1,878 521 0 0.00 272.30 4 20 0.33 0.6 0.21 0.33 0.18 0.03 1.74 521 521 54,082 1,878 521 0 0.00 272.30 5 25 0.42 0.6 0.21 0.33 0.18 0.03 1.74 521 521 54,082 1,878 521 0 0.00 272.30 6 30 0.50 0.7 0.25 0.33 0.21 0.04 2.02 607 607 54,090 1,878 607 0 0.00 272.30 7 35 0.58 0.7 0.25 0.33 0.21 0.04 2.02 607 607 54,090 1,878 607 0 0.00 272.30 8 40 0.67 0.7 0.25 0.33 0.21 0.04 2.02 607 607 54,090 1,878 607 0 0.00 272.30 9 45 0.75 0.7 0.25 0.33 0.21 0.04 2.02 607 607 54,090 1,878 607 0 0.00 272.30 10 50 0.83 0.7 0.25 0.33 0.21 0.04 2.02 607 607 54,090 1,878 607 0 0.00 272.30 11 55 0.92 0.7 0.25 0.33 0.21 0.04 2.02 607 607 54,090 1,878 607 0 0.00 272.30 12 60 1.00 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 13 65 1.08 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 14 70 1.17 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 15 75 1.25 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 16 80 1.33 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 17 85 1.42 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 18 90 1.50 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 19 95 1.58 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 20 100 1.67 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 21 105 1.75 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 22 110 1.83 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 23 115 1.92 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 24 120 2.00 0.9 0.32 0.33 0.27 0.05 2.60 781 781 54,104 1,879 781 0 0.00 272.30 Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses Plate E-2.2 6-Hour Storm Page 7 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 53.47 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.87 Maxwell Drywells UNIT TIME-PERCENT OF LAG 577.4 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.33 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses 25 125 2.08 0.8 0.29 0.33 0.24 0.04 2.31 694 694 54,097 1,878 694 0 0.00 272.30 26 130 2.17 0.9 0.32 0.33 0.27 0.05 2.60 781 781 54,104 1,879 781 0 0.00 272.30 27 135 2.25 0.9 0.32 0.33 0.27 0.05 2.60 781 781 54,104 1,879 781 0 0.00 272.30 28 140 2.33 0.9 0.32 0.33 0.27 0.05 2.60 781 781 54,104 1,879 781 0 0.00 272.30 29 145 2.42 0.9 0.32 0.33 0.27 0.05 2.60 781 781 54,104 1,879 781 0 0.00 272.30 30 150 2.50 0.9 0.32 0.33 0.27 0.05 2.60 781 781 54,104 1,879 781 0 0.00 272.30 31 155 2.58 0.9 0.32 0.33 0.27 0.05 2.60 781 781 54,104 1,879 781 0 0.00 272.30 32 160 2.67 0.9 0.32 0.33 0.27 0.05 2.60 781 781 54,104 1,879 781 0 0.00 272.30 33 165 2.75 1.0 0.36 0.33 0.30 0.03 1.40 421 421 54,074 1,878 421 0 0.00 272.30 34 170 2.83 1.0 0.36 0.33 0.30 0.03 1.40 421 421 54,074 1,878 421 0 0.00 272.30 35 175 2.92 1.0 0.36 0.33 0.30 0.03 1.40 421 421 54,074 1,878 421 0 0.00 272.30 36 180 3.00 1.0 0.36 0.33 0.30 0.03 1.40 421 421 54,074 1,878 421 0 0.00 272.30 37 185 3.08 1.0 0.36 0.33 0.30 0.03 1.40 421 421 54,074 1,878 421 0 0.00 272.30 38 190 3.17 1.1 0.39 0.33 0.33 0.06 3.33 999 999 54,123 1,879 999 0 0.00 272.30 39 195 3.25 1.1 0.39 0.33 0.33 0.06 3.33 999 999 54,123 1,879 999 0 0.00 272.30 40 200 3.33 1.1 0.39 0.33 0.33 0.06 3.33 999 999 54,123 1,879 999 0 0.00 272.30 41 205 3.42 1.2 0.43 0.33 0.36 0.10 5.26 1,578 1,578 54,172 1,881 1,578 0 0.00 272.30 42 210 3.50 1.3 0.46 0.33 0.40 0.13 7.19 2,156 2,156 54,221 1,883 1,883 274 0.01 272.30 43 215 3.58 1.4 0.50 0.33 0.43 0.17 9.12 2,735 3,008 54,294 1,885 1,885 1,123 0.03 272.32 44 220 3.67 1.4 0.50 0.33 0.43 0.17 9.12 2,735 3,858 54,366 1,888 1,888 1,970 0.05 272.33 45 225 3.75 1.5 0.54 0.33 0.46 0.20 11.04 3,313 5,283 54,487 1,892 1,892 3,391 0.08 272.35 46 230 3.83 1.5 0.54 0.33 0.46 0.20 11.04 3,313 6,704 54,608 1,896 1,896 4,808 0.11 272.37 47 235 3.92 1.6 0.57 0.33 0.49 0.24 12.97 3,892 8,700 54,778 1,902 1,902 6,798 0.16 272.40 48 240 4.00 1.6 0.57 0.33 0.49 0.24 12.97 3,892 10,689 54,947 1,908 1,908 8,782 0.20 272.43 49 245 4.08 1.7 0.61 0.33 0.52 0.28 14.90 4,470 13,252 55,164 1,915 1,915 11,336 0.26 272.47 50 250 4.17 1.8 0.64 0.33 0.55 0.31 16.83 5,048 16,385 55,431 1,925 1,925 14,460 0.33 272.51 Plate E-2.2 6-Hour Storm Page 8 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 53.47 Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 5 LAG TIME - MINUTES 0.87 Maxwell Drywells UNIT TIME-PERCENT OF LAG 577.4 Number 0 TOTAL ADJUSTED STORM RAIN (in)2.98 Drywell Percolation Rate 0.00 cfs 0.00 cfm CONSTANT LOSS RATE (in/hr)0.33 LOW LOSS RATE - PERCENT 85.00% Unit Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft Loss Rate RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD Total In Basin in/hr MANUAL 6-HOUR STORM UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Time Basin Losses 51 255 4.25 1.9 0.68 0.33 0.58 0.35 18.76 5,627 20,087 55,746 1,936 1,936 18,151 0.42 272.57 52 260 4.33 2.0 0.72 0.33 0.61 0.38 20.68 6,205 24,357 56,108 1,948 1,948 22,409 0.51 272.63 53 265 4.42 2.1 0.75 0.33 0.64 0.42 22.61 6,784 29,192 56,520 1,962 1,962 27,230 0.63 272.70 54 270 4.50 2.1 0.75 0.33 0.64 0.42 22.61 6,784 34,014 56,929 1,977 1,977 32,037 0.74 272.77 55 275 4.58 2.2 0.79 0.33 0.67 0.46 24.54 7,362 39,399 57,387 1,993 1,993 37,407 0.86 272.85 56 280 4.67 2.3 0.82 0.33 0.70 0.49 26.47 7,941 45,348 57,893 2,010 2,010 43,337 0.99 272.94 57 285 4.75 2.4 0.86 0.33 0.73 0.53 28.40 8,519 51,857 58,446 2,029 2,029 49,827 1.14 273.03 58 290 4.83 2.4 0.86 0.33 0.73 0.53 28.40 8,519 58,346 58,998 2,049 2,049 56,298 1.29 273.13 59 295 4.92 2.5 0.89 0.33 0.76 0.56 30.33 9,098 65,396 59,597 2,069 2,069 63,326 1.45 273.23 60 300 5.00 2.6 0.93 0.33 0.79 0.60 32.25 9,676 73,002 60,244 2,092 2,092 70,910 1.63 273.34 61 305 5.08 3.1 1.11 0.33 0.94 0.78 41.89 12,568 83,479 61,134 2,123 2,123 81,356 1.87 273.50 62 310 5.17 3.6 1.29 0.33 1.09 0.96 51.54 15,461 96,817 62,268 2,162 2,162 94,655 2.17 273.69 63 315 5.25 3.9 1.39 0.33 1.19 1.06 57.32 17,196 111,851 63,546 2,206 2,206 109,644 2.52 273.91 64 320 5.33 4.2 1.50 0.33 1.28 1.17 63.10 18,931 128,576 64,968 2,256 2,256 126,320 2.90 274.16 65 325 5.42 4.7 1.68 0.33 1.43 1.35 72.75 21,824 148,143 66,631 2,314 2,314 145,830 3.35 274.45 66 330 5.50 5.6 2.00 0.33 1.70 1.67 90.10 27,030 172,859 68,732 2,387 2,387 170,473 3.91 274.81 67 335 5.58 1.9 0.68 0.33 0.58 0.35 18.76 5,627 176,100 69,008 2,396 2,396 173,704 3.99 274.86 68 340 5.67 0.9 0.32 0.33 0.27 0.05 2.60 781 174,485 68,870 2,391 2,391 172,093 3.95 274.83 69 345 5.75 0.6 0.21 0.33 0.18 0.03 1.74 521 172,614 68,711 2,386 2,386 170,228 3.91 274.80 70 350 5.83 0.5 0.18 0.33 0.15 0.03 1.45 434 170,662 68,545 2,380 2,380 168,282 3.86 274.78 71 355 5.92 0.3 0.11 0.33 0.09 0.02 0.87 260 168,542 68,365 2,374 2,374 166,168 3.81 274.74 72 360 6.00 0.2 0.07 0.33 0.06 0.01 0.58 174 166,342 68,178 2,367 2,367 163,975 3.76 274.71 TOTAL RAINFALL RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE 578,452 cu-ft 2.98 in 321,465 cu-ft 274.86 ft 90.10 cfs 258.37 cf/min 93,012 cu-ft 1.32 in 5.90 acft 256,987 cu-ft 3.99 acft 173,704 cu-ft EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY Plate E-2.2 6-Hour Storm Page 9 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 53.47 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.87 C 0.00307 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1732%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft 1 15 0.25 0.2 0.037 0.586 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 2 30 0.50 0.3 0.055 0.579 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 3 45 0.75 0.3 0.055 0.572 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 4 60 1.00 0.4 0.073 0.565 0.062 0.01 0.59 535 535 54,083 5,634 535 0 0.00 272.30 5 75 1.25 0.3 0.055 0.559 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 6 90 1.50 0.3 0.055 0.552 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 7 105 1.75 0.3 0.055 0.545 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 8 120 2.00 0.4 0.073 0.539 0.062 0.01 0.59 535 535 54,083 5,634 535 0 0.00 272.30 9 135 2.25 0.4 0.073 0.532 0.062 0.01 0.59 535 535 54,083 5,634 535 0 0.00 272.30 10 150 2.50 0.4 0.073 0.526 0.062 0.01 0.59 535 535 54,083 5,634 535 0 0.00 272.30 11 165 2.75 0.5 0.092 0.519 0.078 0.01 0.74 668 668 54,095 5,635 668 0 0.00 272.30 12 180 3.00 0.5 0.092 0.513 0.078 0.01 0.74 668 668 54,095 5,635 668 0 0.00 272.30 13 195 3.25 0.5 0.092 0.507 0.078 0.01 0.74 668 668 54,095 5,635 668 0 0.00 272.30 14 210 3.50 0.5 0.092 0.500 0.078 0.01 0.74 668 668 54,095 5,635 668 0 0.00 272.30 15 225 3.75 0.5 0.092 0.494 0.078 0.01 0.74 668 668 54,095 5,635 668 0 0.00 272.30 16 240 4.00 0.6 0.110 0.488 0.094 0.02 0.89 802 802 54,106 5,636 802 0 0.00 272.30 17 255 4.25 0.6 0.110 0.482 0.094 0.02 0.89 802 802 54,106 5,636 802 0 0.00 272.30 18 270 4.50 0.7 0.129 0.476 0.109 0.02 1.04 936 936 54,118 5,637 936 0 0.00 272.30 19 285 4.75 0.7 0.129 0.469 0.109 0.02 1.04 936 936 54,118 5,637 936 0 0.00 272.30 20 300 5.00 0.8 0.147 0.463 0.125 0.02 1.19 1,069 1,069 54,129 5,638 1,069 0 0.00 272.30 21 315 5.25 0.6 0.110 0.457 0.094 0.02 0.89 802 802 54,106 5,636 802 0 0.00 272.30 22 330 5.50 0.7 0.129 0.451 0.109 0.02 1.04 936 936 54,118 5,637 936 0 0.00 272.30 23 345 5.75 0.8 0.147 0.446 0.125 0.02 1.19 1,069 1,069 54,129 5,638 1,069 0 0.00 272.30 24 360 6.00 0.8 0.147 0.440 0.125 0.02 1.19 1,069 1,069 54,129 5,638 1,069 0 0.00 272.30 25 375 6.25 0.9 0.165 0.434 0.140 0.02 1.34 1,203 1,203 54,140 5,640 1,203 0 0.00 272.30 26 390 6.50 0.9 0.165 0.428 0.140 0.02 1.34 1,203 1,203 54,140 5,640 1,203 0 0.00 272.30 27 405 6.75 1.0 0.184 0.422 0.156 0.03 1.48 1,336 1,336 54,152 5,641 1,336 0 0.00 272.30 28 420 7.00 1.0 0.184 0.417 0.156 0.03 1.48 1,336 1,336 54,152 5,641 1,336 0 0.00 272.30 29 435 7.25 1.0 0.184 0.411 0.156 0.03 1.48 1,336 1,336 54,152 5,641 1,336 0 0.00 272.30 30 450 7.50 1.1 0.202 0.405 0.172 0.03 1.63 1,470 1,470 54,163 5,642 1,470 0 0.00 272.30 31 465 7.75 1.2 0.220 0.400 0.187 0.03 1.78 1,604 1,604 54,174 5,643 1,604 0 0.00 272.30 32 480 8.00 1.3 0.239 0.394 0.203 0.04 1.93 1,737 1,737 54,186 5,644 1,737 0 0.00 272.30 33 495 8.25 1.5 0.275 0.389 0.234 0.04 2.23 2,005 2,005 54,208 5,647 2,005 0 0.00 272.30 34 510 8.50 1.5 0.275 0.383 0.234 0.04 2.23 2,005 2,005 54,208 5,647 2,005 0 0.00 272.30 35 525 8.75 1.6 0.294 0.378 0.250 0.04 2.38 2,138 2,138 54,220 5,648 2,138 0 0.00 272.30 36 540 9.00 1.7 0.312 0.373 0.265 0.05 2.52 2,272 2,272 54,231 5,649 2,272 0 0.00 272.30 37 555 9.25 1.9 0.349 0.367 0.297 0.05 2.82 2,539 2,539 54,254 5,651 2,539 0 0.00 272.30 38 570 9.50 2.0 0.367 0.362 0.312 0.01 0.27 245 245 54,059 5,631 245 0 0.00 272.30 39 585 9.75 2.1 0.386 0.357 0.328 0.03 1.54 1,387 1,387 54,156 5,641 1,387 0 0.00 272.30 40 600 10.00 2.2 0.404 0.352 0.343 0.05 2.81 2,527 2,527 54,253 5,651 2,527 0 0.00 272.30 41 615 10.25 1.5 0.275 0.347 0.234 0.04 2.23 2,005 2,005 54,208 5,647 2,005 0 0.00 272.30 42 630 10.50 1.5 0.275 0.342 0.234 0.04 2.23 2,005 2,005 54,208 5,647 2,005 0 0.00 272.30 43 645 10.75 2.0 0.367 0.337 0.312 0.03 1.64 1,477 1,477 54,164 5,642 1,477 0 0.00 272.30 RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM Plate E-2.2 24-Hour Storm Page 10 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 53.47 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.87 C 0.00307 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1732%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM 44 660 11.00 2.0 0.367 0.332 0.312 0.04 1.91 1,716 1,716 54,184 5,644 1,716 0 0.00 272.30 45 675 11.25 1.9 0.349 0.327 0.297 0.02 1.18 1,062 1,062 54,128 5,638 1,062 0 0.00 272.30 46 690 11.50 1.9 0.349 0.322 0.297 0.03 1.44 1,296 1,296 54,148 5,640 1,296 0 0.00 272.30 47 705 11.75 1.7 0.312 0.317 0.265 0.05 2.52 2,272 2,272 54,231 5,649 2,272 0 0.00 272.30 48 720 12.00 1.8 0.330 0.313 0.281 0.02 0.96 866 866 54,112 5,637 866 0 0.00 272.30 49 735 12.25 2.5 0.459 0.308 0.390 0.15 8.14 7,329 7,329 54,661 5,694 5,694 1,635 0.04 272.32 50 750 12.50 2.6 0.477 0.303 0.406 0.17 9.38 8,444 10,079 54,895 5,718 5,718 4,361 0.10 272.36 51 765 12.75 2.8 0.514 0.299 0.437 0.22 11.61 10,447 14,808 55,297 5,760 5,760 9,048 0.21 272.43 52 780 13.00 2.9 0.532 0.294 0.453 0.24 12.84 11,556 20,604 55,789 5,811 5,811 14,793 0.34 272.52 53 795 13.25 3.4 0.624 0.290 0.531 0.33 18.03 16,227 31,020 56,675 5,904 5,904 25,116 0.58 272.67 54 810 13.50 3.4 0.624 0.285 0.531 0.34 18.27 16,440 41,557 57,571 5,997 5,997 35,560 0.82 272.82 55 825 13.75 2.3 0.422 0.281 0.359 0.14 7.61 6,850 42,410 57,643 6,004 6,004 36,405 0.84 272.84 56 840 14.00 2.3 0.422 0.277 0.359 0.15 7.84 7,058 43,463 57,733 6,014 6,014 37,449 0.86 272.85 57 855 14.25 2.7 0.496 0.273 0.421 0.22 12.03 10,826 48,276 58,142 6,056 6,056 42,219 0.97 272.92 58 870 14.50 2.6 0.477 0.268 0.406 0.21 11.26 10,138 52,357 58,489 6,093 6,093 46,264 1.06 272.98 59 885 14.75 2.6 0.477 0.264 0.406 0.21 11.49 10,337 56,601 58,849 6,130 6,130 50,471 1.16 273.04 60 900 15.00 2.5 0.459 0.260 0.390 0.20 10.71 9,642 60,113 59,148 6,161 6,161 53,951 1.24 273.09 61 915 15.25 2.4 0.441 0.256 0.375 0.18 9.94 8,944 62,896 59,385 6,186 6,186 56,710 1.30 273.13 62 930 15.50 2.3 0.422 0.252 0.359 0.17 9.16 8,244 64,953 59,559 6,204 6,204 58,749 1.35 273.16 63 945 15.75 1.9 0.349 0.249 0.297 0.10 5.41 4,867 63,616 59,446 6,192 6,192 57,424 1.32 273.14 64 960 16.00 1.9 0.349 0.245 0.297 0.10 5.61 5,051 62,476 59,349 6,182 6,182 56,293 1.29 273.13 65 975 16.25 0.4 0.073 0.241 0.062 0.01 0.59 535 56,828 58,869 6,132 6,132 50,696 1.16 273.05 66 990 16.50 0.4 0.073 0.237 0.062 0.01 0.59 535 51,230 58,393 6,083 6,083 45,148 1.04 272.96 67 1005 16.75 0.3 0.055 0.234 0.047 0.01 0.45 401 45,549 57,910 6,032 6,032 39,516 0.91 272.88 68 1020 17.00 0.3 0.055 0.230 0.047 0.01 0.45 401 39,917 57,431 5,982 5,982 33,935 0.78 272.80 69 1035 17.25 0.5 0.092 0.227 0.078 0.01 0.74 668 34,603 56,979 5,935 5,935 28,668 0.66 272.72 70 1050 17.50 0.5 0.092 0.223 0.078 0.01 0.74 668 29,336 56,532 5,889 5,889 23,447 0.54 272.64 71 1065 17.75 0.5 0.092 0.220 0.078 0.01 0.74 668 24,116 56,088 5,842 5,842 18,273 0.42 272.57 72 1080 18.00 0.4 0.073 0.217 0.062 0.01 0.59 535 18,808 55,637 5,795 5,795 13,012 0.30 272.49 73 1095 18.25 0.4 0.073 0.214 0.062 0.01 0.59 535 13,547 55,190 5,749 5,749 7,798 0.18 272.41 74 1110 18.50 0.4 0.073 0.210 0.062 0.01 0.59 535 8,332 54,746 5,703 5,703 2,630 0.06 272.34 75 1125 18.75 0.3 0.055 0.207 0.047 0.01 0.45 401 3,031 54,296 5,656 3,031 0 0.00 272.30 76 1140 19.00 0.2 0.037 0.204 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 77 1155 19.25 0.3 0.055 0.202 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 78 1170 19.50 0.4 0.073 0.199 0.062 0.01 0.59 535 535 54,083 5,634 535 0 0.00 272.30 79 1185 19.75 0.3 0.055 0.196 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 80 1200 20.00 0.2 0.037 0.193 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 81 1215 20.25 0.3 0.055 0.191 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 82 1230 20.50 0.3 0.055 0.188 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 83 1245 20.75 0.3 0.055 0.186 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 84 1260 21.00 0.2 0.037 0.184 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 85 1275 21.25 0.3 0.055 0.182 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 86 1290 21.50 0.2 0.037 0.179 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 Plate E-2.2 24-Hour Storm Page 11 of 13 PROJECT: Job No.:2667 BY:FOS DATE 5/9/22 DRAINAGE AREA-ACRES 53.47 VARIABLE LOSS RATE (AVG) IN/HR Basin Percolation Rate 5.0 in/hr UNIT TIME-MINUTES 15 Fm = Minimum value on loss curve (in/hr)0.17 LAG TIME - MINUTES 0.87 C 0.00307 Maxwell Drywells UNIT TIME-PERCENT OF LAG 1732%Low Loss Rate (percent)85.00%Number 0 TOTAL ADJUSTED STORM RAIN (in)4.59 Drywell Percolation Rate 0.00 cfs 0.00 cfm Unit Time Time Pattern Storm Effective Flood Volume Basin Basin Period Minutes Hours Percent Rain Rain Hydrograph In Volume Percolation Maximum Percolation WSEL in/hr Flow Area Percolation Out (Plate E-5.9)Max Low in/hr cfs cu-ft cu-ft sf cu-ft cu-ft cu-ft ac-ft ft RCFC & WCD SYNTHETIC UNIT HYDROGRAPH METHOD Loss Rate Refuge - Palm Desert HYDROLOGY SHORTCUT METHOD MANUAL 24-HOUR STORM Basin Losses in/hr Total In Basin UNIT HYDROGRAPH and EFFECTIVE RAIN CALCULATION FORM 87 1305 21.75 0.3 0.055 0.178 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 88 1320 22.00 0.2 0.037 0.176 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 89 1335 22.25 0.3 0.055 0.174 0.047 0.01 0.45 401 401 54,072 5,633 401 0 0.00 272.30 90 1350 22.50 0.2 0.037 0.172 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 91 1365 22.75 0.2 0.037 0.171 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 92 1380 23.00 0.2 0.037 0.169 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 93 1395 23.25 0.2 0.037 0.168 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 94 1410 23.50 0.2 0.037 0.167 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 95 1425 23.75 0.2 0.037 0.166 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 96 1440 24.00 0.2 0.037 0.166 0.031 0.01 0.30 267 267 54,061 5,631 267 0 0.00 272.30 EFFECTIVE RAIN & FLOOD VOLUMES SUMMARY TOTAL RAINFALL RAINFALL VOLUME SOIL LOSSES EFFECTIVE RAIN FLOOD VOLUME FLOOD VOLUME REQUIRED STORAGE REQUIRED STORAGE MAX WSEL PEAK FLOW RATE TOTAL BASIN LOSSES AVERAGE PERCOLATION RATE 4.59 in 890,971 cu-ft 670,527 cu-ft 273.16 ft 18.27 cfs 220,444 cu-ft 153.09 cf/min 1.14 in 5.06 acft 220,444 cu-ft 1.35 acft 58,749 cu-ft Plate E-2.2 24-Hour Storm Page 12 of 13 PROECT JOB No. BASIN DESIGNATION: BASIN CHARACTERISTICS CONTOUR ELEVATION INCR TOTAL INCR TOTAL INCR (ft)(ft)(sf)(sf)(cuft)(cuft)(acre-ft) 272.3 0 0 54,038 0 0 0.00 277.3 5 5 28,889 82,927 339,845 339,845 7.80 WHERE: TOTAL Retention Basin BASIN VOLUME WORKSHEET DEPTH AREA VOLUME Refuge - Palm Desert 2667 ( )()2121213 1 AAAAEEV++−= Basin Volume Worksheet Page 13 of 13 T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT Appendix H Riverside County Whitewater River Region WQMP Worksheets ATRIB = 8.024 acres Determine the Impervious Area Within ATRIB (AIMP)AIMP = 4.814 acres Calculate the Impervious Area Ratio (IF) IF = AIMP/ATRIB IF = 0.60 Use the following equation based on the WEF/ASCE Method CBMP = 0.858If3 - 0.78If2 + 0.774If + 0.04 CBMP = 0.41 Calculate VU, the 80% Unit Storage Volume VU = 0.40 x CBMP VU = 0.16 (in*ac)/ac Calculate the design storage volume of the BMP, VBMP VBMP (ft3) =VBMP = 4,764 ft3 QBMP = CBMP x I x ATRIB QBMP = 0.66 ft3/s I = Design Rainfall Intensity, 0.2 in/hr Notes: BMP Design Flow Rate, QBMP Company Name Designed By Company Project Number/Name Drainage Area Number/Name REFUGE DA-A May 9, 2022 VU (in-ac/ac) x AT (ac) x 43,560 (ft2/ac) 12(in/ft) Calculate the Composite Runoff Coefficient, C for the BMP Tributary Area Determine Design Storage Volume, VBMP Legend:Required Entries Calculated Cells Determine the Impervious Area Ratio Whitewater Watershed BMP Design Volume, VBMP & Design Flow Rate , QBMP (Rev. 06-2014) Enter the Area Tributary to this Feature (ATRIB) MSA Consulting, Inc FOS Date County/City Case No. ATRIB = 12.138 acres Determine the Impervious Area Within ATRIB (AIMP)AIMP = 7.283 acres Calculate the Impervious Area Ratio (IF) IF = AIMP/ATRIB IF = 0.60 Use the following equation based on the WEF/ASCE Method CBMP = 0.858If3 - 0.78If2 + 0.774If + 0.04 CBMP = 0.41 Calculate VU, the 80% Unit Storage Volume VU = 0.40 x CBMP VU = 0.16 (in*ac)/ac Calculate the design storage volume of the BMP, VBMP VBMP (ft3) =VBMP = 7,207 ft3 QBMP = CBMP x I x ATRIB QBMP = 0.99 ft3/s I = Design Rainfall Intensity, 0.2 in/hr Legend:Required Entries Calculated Cells Determine the Impervious Area Ratio Whitewater Watershed BMP Design Volume, VBMP & Design Flow Rate , QBMP (Rev. 06-2014) Enter the Area Tributary to this Feature (ATRIB) MSA Consulting, Inc FOS Date County/City Case No. Notes: BMP Design Flow Rate, QBMP Company Name Designed By Company Project Number/Name Drainage Area Number/Name REFUGE DA-B May 9, 2022 VU (in-ac/ac) x AT (ac) x 43,560 (ft2/ac) 12(in/ft) Calculate the Composite Runoff Coefficient, C for the BMP Tributary Area Determine Design Storage Volume, VBMP ATRIB = 13.203 acres Determine the Impervious Area Within ATRIB (AIMP)AIMP = 7.981 acres Calculate the Impervious Area Ratio (IF) IF = AIMP/ATRIB IF = 0.60 Use the following equation based on the WEF/ASCE Method CBMP = 0.858If3 - 0.78If2 + 0.774If + 0.04 CBMP = 0.41 Calculate VU, the 80% Unit Storage Volume VU = 0.40 x CBMP VU = 0.16 (in*ac)/ac Calculate the design storage volume of the BMP, VBMP VBMP (ft3) =VBMP = 7,906 ft3 QBMP = CBMP x I x ATRIB QBMP = 1.09 ft3/s I = Design Rainfall Intensity, 0.2 in/hr Notes: BMP Design Flow Rate, QBMP Company Name Designed By Company Project Number/Name Drainage Area Number/Name REFUGE DA-C May 9, 2022 VU (in-ac/ac) x AT (ac) x 43,560 (ft2/ac) 12(in/ft) Calculate the Composite Runoff Coefficient, C for the BMP Tributary Area Determine Design Storage Volume, VBMP Legend:Required Entries Calculated Cells Determine the Impervious Area Ratio Whitewater Watershed BMP Design Volume, VBMP & Design Flow Rate , QBMP (Rev. 06-2014) Enter the Area Tributary to this Feature (ATRIB) MSA Consulting, Inc FOS Date County/City Case No. ATRIB = 2.801 acres Determine the Impervious Area Within ATRIB (AIMP)AIMP = 1.681 acres Calculate the Impervious Area Ratio (IF) IF = AIMP/ATRIB IF = 0.60 Use the following equation based on the WEF/ASCE Method CBMP = 0.858If3 - 0.78If2 + 0.774If + 0.04 CBMP = 0.41 Calculate VU, the 80% Unit Storage Volume VU = 0.40 x CBMP VU = 0.16 (in*ac)/ac Calculate the design storage volume of the BMP, VBMP VBMP (ft3) =VBMP = 1,663 ft3 QBMP = CBMP x I x ATRIB QBMP = 0.23 ft3/s I = Design Rainfall Intensity, 0.2 in/hr Notes: BMP Design Flow Rate, QBMP Company Name Designed By Company Project Number/Name Drainage Area Number/Name REFUGE DA-D May 9, 2022 VU (in-ac/ac) x AT (ac) x 43,560 (ft2/ac) 12(in/ft) Calculate the Composite Runoff Coefficient, C for the BMP Tributary Area Determine Design Storage Volume, VBMP Legend:Required Entries Calculated Cells Determine the Impervious Area Ratio Whitewater Watershed BMP Design Volume, VBMP & Design Flow Rate , QBMP (Rev. 06-2014) Enter the Area Tributary to this Feature (ATRIB) MSA Consulting, Inc FOS Date County/City Case No. ATRIB = 53.474 acres Determine the Impervious Area Within ATRIB (AIMP)AIMP = 32.792 acres Calculate the Impervious Area Ratio (IF) IF = AIMP/ATRIB IF = 0.61 Use the following equation based on the WEF/ASCE Method CBMP = 0.858If3 - 0.78If2 + 0.774If + 0.04 CBMP = 0.42 Calculate VU, the 80% Unit Storage Volume VU = 0.40 x CBMP VU = 0.17 (in*ac)/ac Calculate the design storage volume of the BMP, VBMP VBMP (ft3) =VBMP = 32,547 ft3 QBMP = CBMP x I x ATRIB QBMP = 4.48 ft3/s I = Design Rainfall Intensity, 0.2 in/hr Legend:Required Entries Calculated Cells Determine the Impervious Area Ratio Whitewater Watershed BMP Design Volume, VBMP & Design Flow Rate , QBMP (Rev. 06-2014) Enter the Area Tributary to this Feature (ATRIB) MSA Consulting, Inc FOS Date County/City Case No. Notes: BMP Design Flow Rate, QBMP Company Name Designed By Company Project Number/Name Drainage Area Number/Name REFUGE DA-E May 9, 2022 VU (in-ac/ac) x AT (ac) x 43,560 (ft2/ac) 12(in/ft) Calculate the Composite Runoff Coefficient, C for the BMP Tributary Area Determine Design Storage Volume, VBMP T.T.M. 38434 / REFUGE PRELIMINARY HYDROLOGY REPORT Appendix I Preliminary S.U.H. Hydrology Exhibit Preliminary Grading and Drainage Plan Whitewater River Region WQMP Project Specific Preliminary Water Quality Management Plan For: TTM No. 38434 (Refuge) Gerald Ford Drive in the City of Palm Desert, CA DEVELOPMENT NO. APN 694-310-002, -003 & -006 DESIGN REVIEW NO. N/A Prepared for: Refuge Palm Desert, LLC 1775 Sky Park East, Suite 101 Irvine, CA 92614 Telephone: (949) 295-5796 Prepared Under the Direction of: Michael S. Rowe, PE MSA Consulting, Inc. 34200 Bob Hope Drive Rancho Mirage, CA 92270 Telephone: (760) 320-9811 Fax No. (760) 323-7893 Original Date Prepared: August 19, 2022 Revision Date(s): N/A Whitewater River Region WQMP TTM No. 38434 (Refuge) OWNER'S CERTIFICATION This project-specific Final Water Quality Management Plan (WQMP) has been prepared for: Refuge Palm Desert, LLC for the project known as TTM No. 38434 (Refuge) located at the southeast corner of Gerald Ford Drive and Portola Avenue in the City of Palm Desert. This Final WQMP is intended to comply with the requirements of City of Palm Desert for APNs 694- 310-002, -003 & -006, which includes the requirement for the preparation and implementation of a project-specific Final WQMP. The undersigned, while owning the property/project described in the preceding paragraph, shall be responsible for the implementation of this Final WQMP and will ensure that this Final WQMP is amended as appropriate to reflect up-to-date conditions on the site. This Final WQMP will be reviewed with the facility operator, facility supervisors, employees, tenants, maintenance and service contractors, or any other party (or parties) having responsibility for implementing portions of this Final WQMP. At least one copy of this Final WQMP will be maintained at the project site or project office in perpetuity. The undersigned is authorized to certify and to approve implementation of this Final WQMP. The undersigned is aware that implementation of this Final WQMP is enforceable under City of Palm Desert Water Quality Ordinance (Palm Desert Municipal Code – Title 24.20). If the undersigned transfers its interest in the subject property/project, the undersigned shall notify the successor in interest of its responsibility to implement this Final WQMP. "I, the undersigned, certify under penalty of law that I am the owner of the property that is the subject of this Final WQMP, and that the provisions of this Final WQMP have been reviewed and accepted and that the Final WQMP will be transferred to future successors in interest." ATTEST Owner's Signature Owner's Printed Name Owner's Title/Position Date 1775 Sky Park East, Suite 101 Irvine, CA 92614 THIS FORM SHALL BE NOTARIZED BEFORE ACCEPTANCE OF THE FINAL PROJECT SPECIFIC WQMP Notary Signature Printed Name Title/Position Date Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 i Contents SECTION PAGE I. Project Description ...................................................................................................................... 1 II. Site Characterization ................................................................................................................... 5 III. Pollutants of Concern .................................................................................................................. 7 IV. Hydrologic Conditions of Concern ............................................................................................ 9 V. Best Management Practices ...................................................................................................... 10 V.1 SITE DESIGN BMP CONCEPTS, LID/SITE DESIGN AND TREATMENT CONTROL BMPS .... 10 V.1.A SITE DESIGN BMP CONCEPTS AND LID/SITE DESIGN BMPS ................................. 12 V.1.B TREATMENT CONTROL BMPS ................................................................................ 18 V.1.C MEASURABLE GOAL SUMMARY ............................................................................. 20 V.2 SOURCE CONTROL BMPS ................................................................................................. 21 V.3 EQUIVALENT TREATMENT CONTROL BMP ALTERNATIVES ............................................ 23 V.4 REGIONALLY-BASED BMPS ............................................................................................. 23 VI. Operation and Maintenance Responsibility for BMPs ......................................................... 24 VII. Funding ....................................................................................................................................... 28 TABLES TABLE 1. POLLUTANT OF CONCERN SUMMARY 7 TABLE 2. BMP SELECTION MATRIX BASED UPON POLLUTANT OF CONCERN REMOVAL EFFICIENCY 11 TABLE 3. IMPLEMENTATION OF SITE DESIGN BMP CONCEPTS 13 TABLE 4. LID/SITE DESIGN BMPS MEETING THE LID/SITE DESIGN MEASURABLE GOAL 17 TABLE 5: TREATMENT CONTROL BMP SUMMARY 19 TABLE 6: MEASURABLE GOAL SUMMARY 20 TABLE 7. SOURCE CONTROL BMPS 21 APPENDICES A. CONDITIONS OF APPROVAL B. VICINITY MAP, WQMP SITE PLAN, AND RECEIVING WATERS MAP C. SUPPORTING DETAIL RELATED TO HYDROLOGIC CONDITIONS OF CONCERN (IF APPLICABLE) D. EDUCATIONAL MATERIALS E. SOILS REPORT F. STRUCTURAL BMP AND/OR RETENTION FACILITY SIZING CALCULATIONS AND DESIGN DETAILS G. AGREEMENTS – CC&RS, COVENANT AND AGREEMENTS, BMP MAINTENANCE AGREEMENTS AND/OR OTHER MECHANISMS FOR ENSURING ONGOING OPERATION, MAINTENANCE, FUNDING AND TRANSFER OF REQUIREMENTS FOR THIS PROJECT-SPECIFIC WQMP H. PHASE 1 ENVIRONMENTAL SITE ASSESSMENT – SUMMARY OF SITE REMEDIATION CONDUCTED AND USE RESTRICTIONS I. PROJECT-SPECIFIC WQMP SUMMARY DATA FORM Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 1 I. Project Description Project Owner: John Kelterer Refuge Palm Desert, LLC 1775 Sky Park East, Suite 101 Irvine, CA 92614 Telephone: (949) 295-5796 WQMP Preparer: Under the Direct Supervision of Michael S. Rowe, PE 34200 Bob Hope Drive Rancho Mirage, CA 92270 (760) 320-9811 Project Site Address: Gerald Ford Drive Palm Desert, CA 92211 Planning Area: N/A Community Name: City of Palm Desert Development Name: TTM No. 38434 (Refuge) APN Number(s): 694-310-002, -003 & -006 Latitude & Longitude: 33.77990, -116.37700 Receiving Water: Whitewater River, Coachella Valley Stormwater Channel Project Site Size: 93.564 Standard Industrial Classification (SIC) Code(s): SIC not applicable to residential dwellings Formation of Home Owners' Association (HOA) or Property Owners Association (POA): Y N HOA/POA may not apply to portions of the project with renter tenure Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 2 Additional Permits/Approvals required for the Project: AGENCY Permit required State Department of Fish and Wildlife, Fish and Game Code §1602 Streambed Alteration Agreement Y N State Water Resources Control Board, Clean Water Act (CWA) Section 401 Water Quality Certification Y N US Army Corps of Engineers, CWA Section 404 permit Y N US Fish and Wildlife, Endangered Species Act Section 7 biological opinion Y N Statewide Construction General Permit Coverage Y N Statewide Industrial General Permit Coverage Y N Other: City of Palm Desert Grading Permit Y N City of Palm Desert Building Permit Y N • The proposed project activity will not divert or obstruct the natural flow or change the bed, channel, or bank of any stream, river or lake. Therefore, a State Department of Fish and Game, 1601 Streambed Alteration Agreement is not required. • The proposed project activity will not result in discharge into navigable waters; therefore, a Clean Water Act Section 401 Water Quality Certification permit is not required. • The proposed facility will not result in the discharge of dredged or fill materials into the waters of the United States, including wetlands. A Clean Water Act Section 404 Permit is not required for this project. • The proposed project site is not recognized as a habitat of an endangered species nor does it form part of a Conservation Area under the Coachella Valley Multiple Species Habitat Conservation Plan. A U.S. Fish and Wildlife, Endangered Species Act Section 7 biological opinion is not required for this project. • The proposed project is not industrial in nature. Therefore, coverage under the General Permit for Storm Water Discharges Associated with Industrial Activities is not required. This project will obtain coverage under the State Water Board NPDES General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 3 Existing Conditions and Proposed Project and Improvements: The scope of this WQMP applies to a tributary (hydrologic) area of approximately 89.739 acres out of a survey boundary of 93.564 acres, located south of Gerald Ford Drive, between Monterey Avenue and Portola Avenue, consisting of undeveloped and gently sloping infill land with sparse vegetation coverage. The difference between the tributary area and the survey boundary area is explained by non-tributary portions identified in the Appendix B site plan. The final drainage area delineations and associated calculations will be provided in the Final WQMP, consistent with the final engineering design. The proposed development involves detached and attached dwelling units in accordance with the development standards of the Refuge Specific Plan. Consistent with the preliminary hydrology report, the project’s total hydrologic area is divided into five (5) drainage management areas (A through E). The stormwater quality design volume (VBMP) was calculated for each drainage management area using the Whitewater Watershed BMP Design Volume Worksheet. The final impervious cover for each drainage area will be updated and provided in the Final WQMP based on final engineering design. The proposed condition would allow for residential runoff (structures, hardscape, and pavement) to be conveyed via surface and piped flows into a retention facility corresponding to each drainage management area. Each on-site retention facility is sized to provide sufficient storage to retain the flood volume from the controlling 100-year storm event. The specific drainage area calculations, impervious percentage, design capture volume, and provided retention capacities are provided in Table A below. Table A – Summary of Drainage Areas and Retention Capacities Drainage Area ID On-Site Area Impervious Area and Percentage WQMP VBMP Receiving On-Site Basin ID Storage Volume Provided by Retention Facilities DA - A 8.024 AC. 4.814 AC. (60%) 4,764 CF 1 38,066 CF DA - B 12.138 AC. 7.283 AC. (60%) 7,207 CF 2 57,327 CF DA - C 13.302 AC. 7.981 AC. (60%) 7,906 CF 3 62,809 CF DA - D 2.801 AC. 1.681 AC. (60%) 1,663 CF 4 16,620 CF DA - E 53.474 AC. 32.792 AC. (61%) 32,547 CF 5 339,845 CF Total Site 89.739 AC. 54.551 AC. (60%) 54,187 CF N/A 514,667 CF Source: Preliminary Hydrology Report Location of Operations and Activities: The Project does not have a specific area where heightened pedestrian or vehicular circulation would warrant additional site design, source control or treatment measures other than those provided for the project’s drainage management areas. Waste Generation: The proposed project is expected to generate non-hazardous solid waste typical of most residential land uses. The project’s waste will be collected and managed by Burrtec Waste Industries on a typical residential schedule. Materials Storage and Delivery Areas: The project does not include any outdoor material storage or delivery areas. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 4 Appendix A of this document will include a complete copy of the final Conditions of Approval. Appendix B of this project-specific WQMP includes: a. A Vicinity Map identifying the project site and surrounding planning areas in sufficient detail; and b. A Site Plan for the project. The Site Plan included as part of Appendix B depicts the following project features: Location and identification of all structural BMPs, including Source Control, LID/Site Design and Treatment Control BMPs. Landscaped areas. Paved areas and intended uses (i.e., parking, outdoor work area, outdoor material storage area, sidewalks, patios, tennis courts, etc.). Number and type of structures and intended uses (i.e., buildings, tenant spaces, dwelling units, community facilities such as pools, recreation facilities, tot lots, etc.). Infrastructure (i.e., streets, storm drains, etc.) that will revert to public agency ownership and operation. Location of existing and proposed public and private storm drainage facilities (i.e., storm drains, channels, basins, etc.), including catch basins and other inlets/outlet structures. Existing and proposed drainage facilities should be clearly differentiated. Location(s) of Receiving Waters to which the project directly or indirectly discharges. Location of points where onsite (or tributary offsite) flows exit the property/project site. Delineation of proposed drainage area boundaries, including tributary offsite areas, for each location where flows exit the project site and existing site (where existing site flows are required to be addressed). Each tributary area should be clearly denoted. Pre- and post-project topography. Appendix I is a one-page form that summarizes pertinent information relative to this project-specific WQMP. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 5 II. Site Characterization Land Use Designation or Zoning: Existing General Plan Land Use: Town Center Neighborhood Proposed Land Use: Refuge Specific Plan Existing Zoning: Planned Residential Proposed Zoning: Refuge Specific Plan Current Property Use: Vacant Proposed Property Use: Residential Availability of Soils Report: Y N Phase 1 Site Assessment: Y N Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 6 Receiving Waters for Urban Runoff from Site Receiving Waters EPA Approved 303(d) List Impairments Designated Beneficial Uses Proximity to RARE Beneficial Use Designated Receiving Waters Whitewater River Not listed as impaired. MUN, AGR, GWR, REC I, REC II, WARM (Intermittent) COLD, WILD, POW Water body not classified as RARE Coachella Valley Stormwater Channel Ammonia, DDT (Dichlorodiphenyltrichloroethane), Dieldrin, Disulfoton, Indicator Bacteria, Oxygen, Dissolved, PCBs (Polychlorinated biphenyls), Toxaphene, Toxicity FRSH, REC I c, REC II c, WARM, WILD, RARE d Approximately 5.7 miles The preceding table is based on the 2020-2022 Integrated Report (Clean Water Act Section 303(d) List/305(b) Report. All pollutant sources for this segment are unknown. Abbreviations: I – Intermittent Beneficial Use FRSH – Freshwater Replenishment REC I – Water Contact Recreation REC II – Non-Contact Water Recreation WARM – Warm Freshwater Habitat WILD – Wildlife Habitat RARE – Preservation of Rare, Threatened, or Endangered Species MUN – Municipal & Domestic Supply AGR – Agricultural Supply GWR – Groundwater Recharge AQUA – Acuaculture COLD – Cold Freshwater Habitat POW – Hydropower Generation a. Although it is not encouraged, children play in the water infrequently on the wildlife reserve b. Section of perennial flow from approximately Indio to the Salton Sea. c. Unauthorized use. d. Rare, endangered, or threatened wildlife exists in or utilizes some of this waterway. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 7 III. Pollutants of Concern Table 1. Pollutant of Concern Summary Pollutant Category Potential for Project and/or Existing Site Causing Receiving Water Impairment Bacteria/Virus (Pathogens) Yes Yes (Pathogens) Heavy Metals No No Nutrients Yes Yes Toxic Organic Compounds No Yes Sediment/Turbidity Yes No Trash & Debris Yes No Oil & Grease Yes No The Coachella Valley Stormwater Channel is impaired by DDT (Dichlorodiphenyltrichloroethane), Dieldrin, Indicator Bacteria, PCBs (Polychlorinated Biphenyls), Toxaphene, Toxicity, Ammonia, Disulfoton, and Oxygen, Dissolved. • The proposed residential development is not anticipated to generate DDT contamination because the use of this substance (synthetic organic compound) has been banned since 1972; therefore, it will not be handled or form part of the proposed residential development. • The proposed residential development is not anticipated to generate Dieldrin contamination because the use of this substance (synthetic organic compound) was related to agricultural operations (found in pesticides for crops) and it has been illegal since 1987; therefore, it will not be handled or form part of the proposed residential development. • The proposed residential development is not anticipated to produce polychlorinated biphenyls (PCBs) because manufacturing this substance (synthetic organic compound) stopped in 1977 and its application was banned in 1979; therefore, it will not be handled or form part of the proposed residential development. • The proposed residential development is not anticipated to produce toxaphene because the use of this substance (synthetic organic compound) has been illegal since 1990; therefore, it will not be handled or form part of the proposed residential development. • The proposed residential development is not anticipated to produce Nitrogen, ammonia (Total Ammonia). Ammonia is a nutrient typically associated with commercial fertilizers utilized in agricultural operations. The project’s retention facilities will contain runoff, such that it will not reach the impaired receiving waters. • The proposed residential development has the potential to generate small amounts of pathogens (bacteria/virus). These pollutants are generally associated with various human activities, but pathogens are also present in natural environments. Moreover, pathogens can be associated with wild and domesticated animal waste. Source control measures to address this potential pollutant are discussed in the subsequent sections of this report. Runoff from the project will be conveyed to proposed retention facilities sized to capture and infiltrate the controlling 100-year storm event and the design capture volume for water quality purposes (Vbmp). Therefore, no discharge of pathogens in runoff is expected as part of the standard operating condition. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 8 • The project is not anticipated to produce Disulfoton because this substance is a pesticide that is no longer produced or utilized in the US. The residential project will not involve land uses or discharge conditions capable of producing such pollutants. • The project is not anticipated involve land uses, operations, or discharge conditions capable of contributing sources of dissolved oxygen to the Coachella Valley Stormwater Channel, located approximately 5.7 miles from the project. Table 1 (Potential Pollutants Generated by Land Use Type) of the Riverside County Whitewater River Region Stormwater Quality Best Management Practice Design Handbook for Low Impact Development identifies eight (8) land use categories with their corresponding potential pollutants that may be generated. The project’s type of development consists of detached residential uses. Type of Development (Land Use) Sediment/ Turbidity Nutrients Toxic Organic Compounds Trash & Debris Bacteria & Viruses (Also: Pathogens) Oil & Grease Heavy Metals Attached Residential Development P P N P P P(2) N Abbreviations: P = Potential N = Not potential Notes: (1) A potential Pollutant if non-native landscaping exists or is proposed onsite; otherwise not expected. (2) A potential Pollutant if the project includes uncovered parking areas; otherwise not expected. (3) A potential Pollutant if land use involves food or animal waste products. (4) Specifically, petroleum hydrocarbons. (5) Specifically, solvents; however, this Pollutant is not expected at commercial office or commercial retail sites, unless said retail is vehicle related. (6) A potential Pollutant if the project includes outdoor storage or metal roofs; otherwise not expected. Potential Project Pollutants: The project’s land uses have the generalized potential to produce sediment/turbidity; nutrients; trash and debris; bacteria and viruses (including pathogens); oil and grease. Legacy Pollutants: There is no evidence or other known information of legacy pollutants on-site. Pollutants of Concern: Based on the comparison of potential project pollutants with the pollutant categories causing receiving water impairments, the pollutants of concern include bacteria/virus and nutrients. The project’s proposed storm drain improvements are designed to intercept and retain the flood volume resulting from the 100-year storm event. Therefore, the project will not produce pollutants that could affect off-site or downstream resources, such as the proximate receiving waters. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 9 IV. Hydrologic Conditions of Concern Local Jurisdiction Requires On-Site Retention of Urban Runoff: Yes The project will be required to retain urban runoff onsite in conformance with local ordinance (See Table 6 of the WQMP Guidance document, "Local Land use Authorities Requiring Onsite Retention of Stormwater"). This section does not need to be completed; however, retention facility design details and sizing calculations must be included in Appendix F. Note: Local on-site retention requirements will be met by conveying project runoff into on-site retention facilities (surface and underground) sized to contain the volume resulting from the controlling 100-year storm event. As a result, the project will not result in changes to the hydrologic regime that will permanently impact downstream channels, receiving waters, or habitat integrity. No Hydrologic Conditions of Concern are expected to result from the project. The local jurisdiction requirements for on-site retention of urban runoff will be met. No This section must be completed. This Project meets the following condition: Condition A: 1) Runoff from the Project is discharged directly to a publicly-owned, operated and maintained MS4 or engineered and maintained channel, 2) the discharge is in full compliance with local land use authority requirements for connections and discharges to the MS4 (including both quality and quantity requirements), 3) the discharge would not significantly impact stream habitat in proximate Receiving Waters, and 4) the discharge is authorized by the local land use authority. Condition B: The project disturbs less than 1 acre and is not part of a larger common plan of development that exceeds 1 acre of disturbance. The disturbed area calculation must include all disturbances associated with larger plans of development. Condition C: The project's runoff flow rate, volume, velocity and duration for the post- development condition do not exceed the pre-development condition for the 2-year, 24-hour and 10-year 24-hour rainfall events. This condition can be achieved by, where applicable, complying with the local land use authority's on-site retention ordinance, or minimizing impervious area on a site and incorporating other Site-Design BMP concepts and LID/Site Design BMPs that assure non-exceedance of pre-development conditions. This condition must be substantiated by hydrologic modeling methods acceptable to the local land use authority. None: Refer to Section 3.4 of the Whitewater River Region WQMP Guidance document for additional requirements. Supporting engineering studies, calculations, and reports are included in Appendix C. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 10 V. Best Management Practices This project implements Best Management Practices (BMPs) to address the Pollutants of Concern that may potentially be generated from the use of the project site. These BMPs have been selected and implemented to comply with Section 3.5 of the WQMP Guidance document, and consist of Site Design BMP concepts, Source Control, LID/Site Design and, if/where necessary, Treatment Control BMPs as described herein. V.1 SITE DESIGN BMP CONCEPTS, LID/SITE DESIGN AND TREATMENT CONTROL BMPS Local Jurisdiction Requires On-Site Retention of Urban Runoff: Yes The project will be required to retain Urban Runoff onsite in conformance with local ordinance (See Table 6 of the WQMP Guidance document, "Local Land use Authorities Requiring Onsite Retention of Stormwater). The LID/Site Design measurable goal has thus been met (100%), and Sections V.1.A and V.1.B do not need to be completed; however, retention facility design details and sizing calculations must be included in Appendix F, and '100%' should be entered into Column 3 of Table 6 below. Note: Local on-site retention requirements will be met by conveying project runoff into on-site retention facilities (surface and underground) sized to contain the volume resulting from the controlling 100-year storm event. As a result, the project will not result in changes to the hydrologic regime that will permanently impact downstream channels, receiving waters, or habitat integrity. No Hydrologic Conditions of Concern are expected to result from the project. The local jurisdiction requirements for on-site retention of urban runoff will be met. No Section V.1 must be completed. This section of the Project-Specific WQMP documents the LID/Site Design BMPs and, if/where necessary, the Treatment Control BMPs that will be implemented on the project to meet the requirements detailed within Section 3.5.1 of the WQMP Guidance document. Section 3.5.1 includes requirements to implement Site Design Concepts and BMPs, and includes requirements to address Pollutants of Concern with BMPs. Further, sub-section 3.5.1.1 specifically requires that Pollutants of Concern be addressed with LID/Site Design BMPs to the extent feasible. LID/Site Design BMPs are those BMPs listed within Table 2 below which promote retention and/or feature a natural treatment mechanism; off-site and regionally-based BMPs are also LID/Site Design BMPs, and therefore count towards the measurable goal, if they fit these criteria. This project incorporates LID/Site Design BMPs to fully address the Treatment Control BMP requirement where and to the extent feasible. If and where it has been acceptably demonstrated to the local land use authority that it is infeasible to fully meet this requirement with LID/Site Design BMPs, Section V.1.B (below) includes a description of the conventional Treatment Control BMPs that will be substituted to meet the same requirements. In addressing Pollutants of Concern, BMPs are selected using Table 2 below. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 11 Table 2. BMP Selection Matrix Based Upon Pollutant of Concern Removal Efficiency (1) (Sources: Riverside County Flood Control & Water Conservation District Design Handbook for Low Impact Development Best Management Practices, dated September 2011, the Orange County Technical Guidance Document for Water Quality Management Plans, dated May 19, 2011, and the Caltrans Treatment BMP Technology Report, dated April 2010 and April 2008) Pollutant of Concern Landscape Swale2, 3 Landscape Strip2, 3 Biofiltration (with underdrain)2, 3 Extended Detention Basin2 Sand Filter Basin2 Infiltration Basin2 Infiltration Trench2 Permeable Pavement2 Bioretention (w/o underdrain)2, 3 Other BMPs Including Proprietary BMPs4, 6 Sediment & Turbidity M M H M H H H H H Varies by Product5 Nutrients L/M L/M M L/M L/M H H H H Toxic Organic Compounds M/H M/H M/H L L/M H H H H Trash & Debris L L H H H H H L H Bacteria & Viruses (also: Pathogens) L M H L M H H H H Oil & Grease M M H M H H H H H Heavy Metals M M/H M/H L/M M H H H H Abbreviations: L: Low removal efficiency M: Medium removal efficiency H: High removal efficiency Notes: (1) Periodic performance assessment and updating of the guidance provided by this table may be necessary. (2) Expected performance when designed in accordance with the most current edition of the document, "Riverside County, Whitewater River Region Stormwater Quality Best Management Practice Design Handbook". (3) Performance dependent upon design which includes implementation of thick vegetative cover. Local water conservation and/or landscaping requirements should be considered; approval is based on the discretion of the local land use authority. (4) Includes proprietary stormwater treatment devices as listed in the CASQA Stormwater Best Management Practices Handbooks, other stormwater treatment BMPs not specifically listed in this WQMP (including proprietary filters, hydrodynamic separators, inserts, etc.), or newly developed/emerging stormwater treatment technologies. (5) Expected performance should be based on evaluation of unit processes provided by BMP and available testing data. Approval is based on the discretion of the local land use authority. (6) When used for primary treatment as opposed to pre-treatment, requires site-specific approval by the local land use authority. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 12 V.1.A SITE DESIGN BMP CONCEPTS AND LID/SITE DESIGN BMPS Note: This section is not applicable Due to conformance with local retention ordinance per Section 3.5.1.2 of Whitewater River Region WQMP Guidance Document. This section documents the Site Design BMP concepts and LID/Site Design BMPs that will be implemented on this project to comply with the requirements detailed in Section 3.5.1 of the WQMP Guidance document. • Table 3 herein documents the implementation of the Site Design BMP Concepts described in sub-sections 3.5.1.3 and 3.5.1.4. • Table 4 herein documents the extent to which this project has implemented the LID/Site Design goals described in sub-section 3.5.1.1. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 13 Table 3. Implementation of Site Design BMP Concepts Included Brief Reason for BMPs Indicated as No or N/A Design Concept Technique Specific BMP Yes No N/A Site Design BMP Concept 1 Minimize Urban Runoff, Minimize Impervious Footprint, and Conserve Natural Areas (See WQMP Section 3.5.1.3) Conserve natural areas by concentrating or clustering development on the least environmentally sensitive portions of a site while leaving the remaining land in a natural, undisturbed condition. The project site is not designated as a conservation area or other recognized environmentally sensitive condition. Conserve natural areas by incorporating the goals of the Multi- Species Habitat Conservation Plan or other natural resource plans. The project site is not designated as a conservation area or other recognized environmentally sensitive condition. Preserve natural drainage features and natural depressional storage areas on the site. There are no natural drainage features or depressional storage areas. Maximize canopy interception and water conservation by preserving existing native trees and shrubs, and planting additional native or drought tolerant trees and large shrubs. The project site does not have trees or dense vegetation coverage. Native and drought tolerant vegetation will be part of the landscape design. Use natural drainage systems. The site does not contain natural drainage courses. Where applicable, incorporate Self-Treating Areas The project doesn’t have areas that would qualify as self-treating. Where applicable, incorporate Self-Retaining Areas This project does not have unused open space that would qualify as self-retaining. Increase the building floor to area ratio (i.e., number of stories above or below ground). The project adheres to the City’s lot coverage requirements. Construct streets, sidewalks and parking lot aisles to minimum widths necessary, provided that public safety and a walkable environment for pedestrians are not compromised. Widths of sidewalks and streets are designed per City standards. Reduce widths of streets where off-street parking is available. Street improvements will be designed according to the City standards. Minimize the use of impervious surfaces, such as decorative concrete, in the landscape design. Landscaping improvements are proposed to reduce impervious surfaces. Other comparable and equally effective Site Design BMP concept(s) as approved by the local land use authority (Note: Additional narrative required to describe BMP and how it addresses site design concept). No other Site Design BMP concepts are proposed other than the retention facilities. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 14 Table 3. Site Design BMP Concepts (continued) Included Brief Reason for Each BMP Indicated as No or N/A Design Concept Technique Specific BMP Yes No N/A Site Design BMP Concept 2 Minimize Directly Connected Impervious Area (See WQMP Section 3.5.1.4) Design residential and commercial sites to contain and infiltrate roof runoff, or direct roof runoff to landscaped swales or buffer areas. Drain impervious sidewalks, walkways, trails, and patios into adjacent landscaping. Sidewalks will be curb-adjacent and will drain toward the proposed wedge curbs. Incorporate landscaped buffer areas between sidewalks and streets. Curb-adjacent sidewalks are proposed. Use natural or landscaped drainage swales in lieu of underground piping or imperviously lined swales. Imperviously lined conveyances and underground piping are proposed throughout the project. Where soil conditions are suitable, use perforated pipe or gravel filtration pits for low flow infiltration. Not proposed with the site or storm drain design. Maximize the permeable area by constructing walkways, trails, patios, overflow parking, alleys, driveways, low-traffic streets, and other low- traffic areas with open-jointed paving materials or permeable surfaces such as pervious concrete, porous asphalt, unit pavers, and granular materials. Not proposed based on preliminary engineering, street, and storm drain plans. To be confirmed in the final design. Use one or more of the following: Rural swale system: street sheet flows to landscaped swale or gravel shoulder, curbs used at street corners, and culverts used under driveways and street crossings. Not proposed based on preliminary engineering, street, and storm drain plans. To be confirmed in the final design. Urban curb/swale system: street slopes to curb; periodic swale inlets drain to landscaped swale or biofilter. Not proposed based on preliminary engineering, street, and storm drain plans. To be confirmed in the final design. Dual drainage system: first flush captured in street catch basins and discharged to adjacent vegetated swale or gravel shoulder; high flows connect directly to MS4s. Not proposed based on preliminary engineering, street, and storm drain plans. To be confirmed in the final design. Other comparable and equally effective Site Design BMP concept(s) as approved by the local land use authority (Note: Additional narrative required to describe BMP and how it addresses site design concept). None are proposed. Use one or more of the following for design of driveways and private residential parking areas: Design driveways with shared access, flared (single lane at street), or wheel strips (paving only under the tires). Not proposed based on preliminary engineering, street, and storm drain plans. To be confirmed in the final design. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 15 Included Brief Reason for Each BMP Indicated as No or N/A Design Concept Technique Specific BMP Yes No N/A Uncovered temporary or guest parking on residential lots paved with a permeable surface, or designed to drain into landscaping. Not proposed based on preliminary engineering, street, and storm drain plans. To be confirmed in the final design. Table 3. Site Design BMP Concepts (continued) Included Brief Reason for Each BMP Indicated as No or N/A Design Concept Technique Specific BMP Yes No N/A Site Design BMP Concept 2 (cont'd) Minimize Directly Connected Impervious Area (See WQMP Section 3.5.1.4) Other comparable and equally effective Site Design BMP concept(s) as approved by the local land use authority (Note: Additional narrative required to describe BMP and how it addresses site design concept). On-site retention. Use one or more of the following for design of parking areas: Where landscaping is proposed in parking areas, incorporate parking area landscaping into the drainage design. Overflow parking (parking stalls provided in excess of the Permittee's minimum parking requirements) may be constructed with permeable pavement. Permeable pavement is not proposed. Other comparable and equally effective Site Design BMP (or BMPs) as approved by the local land use authority (Note: Additional narrative required describing BMP and how it addresses site design concept). No additional comparable or equally effective BMPs are proposed under Site Design Concept 2. Landscaping improvements are proposed to help minimize directly connected impervious areas. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 16 Project Site Design BMP Concepts: Note: This section is not applicable Due to conformance with local retention ordinance per Section 3.5.1.2 of Whitewater River Region WQMP Guidance Document. Alternative Project Site Design BMP Concepts: Not Applicable Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 17 Table 4. LID/Site Design BMPs Meeting the LID/Site Design Measurable Goal (1) (2) (3) (4) (5) (6) (7) DRAINAGE SUB-AREA ID OR NO. LID/SITE DESIGN BMP TYPE* POTENTIAL POLLUTANTS OF CONCERN WITHIN DRAINAGE SUB-AREA POTENTIAL POLLUTANTS WITHIN SUB-AREA CAUSING RECEIVING WATER IMPAIRMENTS EFFECTIVENESS OF LID/SITE DESIGN BMP AT ADDRESSING IDENTIFIED POTENTIAL POLLUTANTS BMP MEETS WHICH DESIGN CRITERIA? TOTAL AREA WITHIN DRAINAGE SUB-AREA (See Table 2) (Refer to Table 1) (Refer to Table 1) (U, L, M, H/M, H; see Table 2) (Identify as VBMP OR QBMP) (Nearest 0.1 acre) DA - A Infiltration BMP (Retention Basin) Bacteria/virus Nutrients Bacteria/virus Nutrients H for Bacteria/virus H for Nutrients VBMP = 4,764 CF 38,066 CF of Storage Provided 8.024 AC. DA - B VBMP = 7,207 CF 57,327 CF of Storage Provided 12.138 AC. DA - C VBMP = 7,906 CF 62,809 CF of Storage Provided 13.302 AC. DA - D VBMP = 1,663 CF 16,620 CF of Storage Provided 2.801 AC. DA - E VBMP = 32,547 CF 339,845 CF of Storage Provided 53.474 AC. TOTAL PROJECT AREA TREATED WITH LID/SITE DESIGN BMPs (NEAREST 0.1 ACRE) 89.739 AC. * LID/Site Design BMPs listed in this table are those that completely address the 'Treatment Control BMP requirement' for their drainage sub-area. Note: Retention requirements will be satisfied by conveying the project runoff into retention facilities corresponding to each drainage management area. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 18 Justification of infeasibility for sub-areas not addressed with LID/Site Design BMPs Insert text here listing each drainage sub-area wherein the design criteria of VBMP and/or QBMP are not treated using LID/Site Design BMPs as required in WQMP Guidance Section 3.5.1.1, and provide justification of infeasibility for each. V.1.B TREATMENT CONTROL BMPS Conventional Treatment Control BMPs shall be implemented to address the project's Pollutants of Concern as required in WQMP Section 3.5.1 where, and to the extent that, Section V.1.A has demonstrated that it is infeasible to meet these requirements through implementation of LID/Site Design BMPs. The LID/Site Design BMPs described in Section V.1.A of this project-specific WQMP completely address the 'Treatment Control BMP requirement' for the entire project site (and where applicable, entire existing site) as required in Section 3.5.1.1 of the WQMP Guidance document. Supporting documentation for the sizing of these LID/Site Design BMPs is included in Appendix F. *Section V.1.B does not need to be completed. The LID/Site Design BMPs described in Section V.1.A of this project-specific WQMP do NOT completely address the 'Treatment Control BMP requirement' for the entire project site (or where applicable, entire existing site) as required in Section 3.5.1.1 of the WQMP. *Section V.1.B must be completed. The Treatment Control BMPs identified in this section are selected, sized and implemented to treat the design criteria of VBMP and/or QBMP for all project (and if required, existing site) drainage sub-areas which were not fully addressed using LID/Site Design BMPs. Supporting documentation for the sizing of these Treatment Control BMPs is included in Appendix F. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 19 Table 5: Treatment Control BMP Summary (1) (2) (3) (4) (5) (6) (7) DRAINAGE SUB-AREA ID OR NO. TREATMENT CONTROL BMP TYPE* POTENTIAL POLLUTANTS OF CONCERN WITHIN DRAINAGE SUB-AREA POTENTIAL POLLUTANTS WITHIN SUB-AREA CAUSING RECEIVING WATER IMPAIRMENTS EFFECTIVENESS OF TREATMENT CONTROL BMP AT ADDRESSING IDENTIFIED POTENTIAL POLLUTANTS BMP MEETS WHICH DESIGN CRITERIA? TOTAL AREA WITHIN DRAINAGE SUB-AREA (See Table 2) (Refer to Table 1) (Refer to Table 1) (U, L, M, H/M, H; see Table 2) (Identify as VBMP OR QBMP) (Nearest 0.1 acre) N/A N/A N/A N/A N/A N/A N/A TOTAL PROJECT AREA TREATED WITH TREATMENT CONTROL BMPs (NEAREST 0.1 ACRE) N/A Note: This section is not applicable Due to conformance with local retention ordinance per Section 3.5.1.2 of Whitewater River Region WQMP Guidance Document. Retention requirements will be satisfied by conveying the project runoff into on-site retention facilities corresponding to each drainage management area. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 20 V.1.C MEASURABLE GOAL SUMMARY This section documents the extent to which this project has met the measurable goal described in WQMP Section 3.5.1.1 of addressing 100% of the project's 'Treatment Control BMP requirement' with LID/Site Design BMPs. Projects required to retain Urban Runoff onsite in conformance with local ordinance are considered to have met the measurable goal; for these instances, '100%' is entered into Column 3 of the Table. Table 6: Measurable Goal Summary (1) (2) (3) Total Area Treated with LID/Site Design BMPs Total Area Treated with Treatment Control BMPs % of Treatment Control BMP Requirement addressed with LID/Site Design BMPs (Last row of Table 4) (Last row of Table 5) 89.739 Acres N/A Due to conformance with local retention ordinance per Section 3.5.1.2 of Whitewater River Region WQMP Guidance Document. 100 Based on conformance with local retention ordinance per Section 3.5.1.2 of Whitewater River Region WQMP Guidance Document. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 21 V.2 SOURCE CONTROL BMPS This section identifies and describes the Source Control BMPs applicable and implemented on this project. Table 7. Source Control BMPs BMP Name Check One If not applicable, state brief reason Included Not Applicable Non-Structural Source Control BMPs Education for Property Owners, Operators, Tenants, Occupants, or Employees Activity Restrictions Irrigation System and Landscape Maintenance Common Area Litter Control Street Sweeping Private Streets and Parking Lots Drainage Facility Inspection and Maintenance Structural Source Control BMPs Storm Drain Inlet Stenciling and Signage Landscape and Irrigation System Design Protect Slopes and Channels Provide Community Car Wash Racks Not proposed with the project. Properly Design*: Fueling Areas Not proposed with the project. Air/Water Supply Area Drainage Not proposed with the project. Trash Storage Areas Loading Docks Not proposed with the project. Maintenance Bays Not proposed with the project. Vehicle and Equipment Wash Areas Not proposed with the project. Outdoor Material Storage Areas Not proposed with the project. Outdoor Work Areas or Processing Areas Not proposed with the project. Provide Wash Water Controls for Food Preparation Areas The project does not have a restaurant or other food preparation facilities. *Details demonstrating proper design must be included in Appendix F. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 22 Non-Structural Source Control BMPs Education Program: (Property management/operator): Employees, maintenance staff, and residents should be informed on topics related to stormwater pollution and prevention through various means, which can include the distribution of printed materials or public posting of rules or activity restrictions. A series of guidelines should be formulated and promoted to communicate beneficial habits and restricting activities which could impact the storm drain system. Appendix D includes samples of the educational materials that can be used in implementing this project-specific WQMP. Activity Restrictions: (Property management/operator): The following activities should be prevented or prohibited on-site: littering; discharge and waste dumping into paved area storm drain inlets; blowing, sweeping or hosing of debris into streets or hardscape; nuisance water flows from irrigation. Irrigation System and Landscape Maintenance: (Property management/operator): Operation and Maintenance responsibilities and scheduling should be adhered to throughout the life of the project. The irrigation and landscape maintenance will help increase the effectiveness of these systems and minimize the amount of runoff that enters the storm drain system. Erosion and the conveyance of pesticides/fertilizers in runoff should also be prevented through proper routine maintenance. Routine irrigation system and landscape maintenance will also serve as a vector control measure due to the minimization of nuisance water runoff and stagnation. Common Area Litter Control: (Property management/operator): Common area litter control should be implemented to reduce pollution in runoff. Routine or scheduled monitoring should be performed in the common areas, landscaped areas, paved areas, in and around the trash enclosures, and along the perimeter areas of the project. Any observed accumulated trash, vegetation debris or improper disposal should be addressed promptly by the designated staff. Common area litter control measures can be coordinated and improved by the landscaping maintenance that will take place at the site. The raking or sweeping of trash shall only be performed in manner that avoids trash from entering the storm drain system. All landscape-related debris or maintenance deficiencies are to be corrected promptly. Paved Area Sweeping and Cleaning: (Property management/operator): Paved area sweeping and cleaning should be performed on-site on a routine basis to prevent trash, sediment, and other debris from being conveyed into the on-site storm drain system. Paved area sweeping should be performed during dry weather and the frequency should be flexible to accommodate climate conditions and areas of concern. Street sweeping equipment must be operated only by trained personnel based on the manufacturer’s specifications. Street sweeping equipment should be properly maintained off-site by the operator. All collected debris must be taken to an approved permanent disposal site. Storm Drain System Facilities: (Property management/operator): Storm drain inlets and storm drainage facilities on-site should be inspected, cleaned, and maintained routinely. Maintenance staff should take prompt action to correct or repair malfunctioning facilities. Structural Source Control BMPs The project will incorporate measures to discourage illegal dumping in the proposed private storm drain system. Additional details in regard will be provided in the Final WQMP. • MS4 Stenciling (Property management/operator): At each storm drain inlet, a stencil or fixed sign (including medallions) should contain a brief statement that prohibits dumping of improper materials into the urban runoff conveyance system. The legibility of markers and signs should be maintained throughout the life of the project. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 23 • Rules and Regulations (Property management/operator): The management should establish and implement rules that prohibit improper non-stormwater discharge into the storm drain system. This measure may also be considered non-structural and form part of the activity restrictions associated with the site’s standard operating procedures. • Signage at the Trash Enclosures (Property management/operator): Language prohibiting illegal dumping into the storm drain system should be integrated in the signage posted on the side of trash enclosures with the intent to discourage trash and waste misplacement that could ultimately impact the on-site storm drain system. Landscape and Irrigation System Design: (Property management/operator): The site’s structural source control BMP involves an efficient landscape irrigation design. The system will include native or drought-tolerant plants and mechanisms to minimize excess irrigation and nuisance water into the stormwater conveyance system while working to reduce soil amendments and irrigation frequency. The system should also minimize the conveyance of landscape related chemicals, including pesticides. Trash Containers: (Property management/operator): Trash containers shall be leak proof and have attached covers or lids. Connection of trash to the MS4 shall be prohibited. Protect Slopes and Channels (Property management/operator): The project includes slopes that will need to be maintained during the life of the project to ensure performance. Slopes should be visually inspected on a quarterly basis and after major rainfall events. Physical obstructions caused by vegetation debris or littering should be cleared. Any material collected (e.g. landscape debris or trash) should be properly handled and disposed of. Safer Alternative Products (CASQA SC-35): (Property management/operator): The use of less harmful products as alternatives to chemical fertilizers, pesticides, cleaning solutions, janitorial chemicals, and consumables. The objective of this Source Control BMP will be to integrate the measures as much as possible with the future programs at this facility. Building and Grounds Maintenance (CASQA SC-41): (Property management/operator): A series of maintenance practices can be implemented to prevent or reduce the discharge of potential pollutants into the storm drain system resulting from building and grounds maintenance activities. The BMP implementation will be achieved with the following guidelines under SC-41: washing and cleaning up with as little water as possible; following good landscape management practices; preventing and cleaning up spills immediately; keeping debris from entering the storm drains; and properly maintaining the stormwater collection system. Wash Water Controls for Food Preparation Areas: This project does not involve sources of wash water, as described in Section E.4.b.v of the Whitewater River Region MS4 Appendix D includes copies of the educational materials (described in Section 3.5.2.1 of the WQMP Guidance document) that will be used in implementing this project-specific WQMP. V.3 EQUIVALENT TREATMENT CONTROL BMP ALTERNATIVES Not applicable. V.4 REGIONALLY-BASED BMPS Not applicable. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 24 VI. Operation and Maintenance Responsibility for BMPs Appendix G of this project-specific WQMP includes copies of CC&Rs, Covenant and Agreements, BMP Maintenance Agreement and/or other mechanisms used to ensure the ongoing operation, maintenance, funding, transfer and implementation of the project-specific WQMP requirements. TABLE 8 -OPERATIONS AND MAINTENANCE BMP Requiring Maintenance Party Responsibility Recommended Inspection and Maintenance Frequency Recommended Self-Inspection and Record Keeping Implementation Period Recommended O & M Activities and Process Landscaped Areas Property Owner, Operator, Hired Management, Home Owner’s Association At least twice monthly and adjusted as necessary to a facility maintenance schedule Quarterly summaries of inspection and maintenance activities should be appended to the WQMP. Post-Construction (See the following page) Irrigation System Property Owner, Operator, Hired Management, Home Owner’s Association At least twice monthly and adjusted as necessary to a facility maintenance schedule Trash Enclosures and Common Area Litter Control Property Owner, Operator, Hired Management, Home Owner’s Association Based on trash pick- up intervals and according to a maintenance schedule. Paved Area Sweeping Property Owner, Operator, Hired Management, Home Owner’s Association Twice monthly and adjusted as necessary to a facility maintenance schedule Storm Drain System Property Owner, Operator, Hired Management, Home Owner’s Association Quarterly and after storm events Retention Basins Property Owner, Operator, Hired Management, Home Owner’s Association Quarterly and after storm events CMP Underground Retention System Property Owner, Operator, Hired Management, Home Owner’s Association Quarterly and after storm events *Note: “Storm events” refer to precipitation events producing 0.5 inches of rain or greater within a 48-hour period. The occurrence of these events may be confirmed against the local rain event summaries published in the National Weather Service or National Oceanic and Atmospheric Administration web site (www.noaa.gov). The recommended inspection, maintenance, and recordkeeping practices in this WQMP may be addressed by a formal schedule, operations manual, and other standard operating procedures which may be developed for this site. Note: The following maintenance recommendations, including the responsible parties, inspection intervals, and maintenance intervals, are not intended to be exhaustive in nature and should not serve as Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 25 the sole source of on-site operating procedures. Where applicable, refer to the equipment manufacturer’s recommendations and other relevant maintenance recommendations. Description of Maintenance Requirements: Landscaped Areas: All trimming, pruning, and removal of fallen organic material from plants, shrubs, and trees should be collected per an approved or adopted landscape maintenance plan, stored in an appropriate location and transported to an approved green-waste collection facility. Any equipment or material temporarily staged during maintenance activities should be placed away from drainage courses and storm drain inlets. Contracted maintenance staff should haul collected material promptly following the maintenance activities to avoid prolonged on-site storage. The planting materials are to remain as indicated on the approved set of landscape planting plans. In conjunction with the routine activities, maintenance staff should verify that the landscape design continues to function properly by adjusting to eliminate overspray to hardscape areas and to verify that irrigation timing and cycle lengths are adjusted in accordance with water demands, given the time of year, weather and day or nighttime temperatures. Irrigation Systems: Water conservation is to be maintained at all times per the approved irrigation plans. Monitoring of the irrigation system should be provided as necessary to ensure that appropriate watering levels are maintained and to verify that no piping or irrigation heads are leaking. Any debris, sediment, mineral and grit deposits should be removed from the irrigation system at regular intervals to provide consistent watering levels. The irrigation and landscape maintenance will help increase the effectiveness of these systems and minimize the amount of runoff that enters the storm drain system. Erosion and the conveyance of pesticides/fertilizers in runoff will also be prevented through routine maintenance. Routine irrigation system and landscape maintenance will also serve as a vector control measure due to the minimization of nuisance water runoff and stagnation. Trash Management and Common Area Litter Control: Common area litter control will be implemented to reduce pollution in runoff. Routine or scheduled monitoring should be performed in the common areas. Any observed accumulated trash, vegetation debris or improper disposal should be addressed promptly by the designated staff. Common area litter control measures can be coordinated and improved by the landscaping maintenance that will take place at the site. Moreover, the raking or sweeping of trash shall only be performed in manner that avoids trash from entering the storm drain system. All landscape-related debris or maintenance deficiencies are to be corrected immediately. All trash is to be placed in the approved trash containers. No trash is allowed to be stored at the base of the containers. Pick-up intervals are to be determined so that the containers are not overfilled. Only approved materials and chemicals should be allowed in the dumpsters. Each area is to be cleaned twice monthly or a necessary. Household trash management within the project’s residential areas will be required from individual residents. Residential trash containers shall be stored out of the public view within an enclosed garage, except on collection days. Containers should not be on the street more than 24 hours prior to the normal collection time and all containers shall be removed from the street within twelve hours after collection. Trash containers shall be leak proof and have attached covers or lids. All household trash shall be placed completely inside the containers and no trash shall be placed outside of the containers. Additional household trash restrictions will be identified in the HOA rules. Storm Drain System: Storm water conveyance systems, including inlets, outlets, cleanouts, manholes and pipelines within the project are to be inspected quarterly and after each major storm event or according to a maintenance schedule. All parts of the system are to be periodically cleaned to ensure that the system works properly during any storm event. Any waste collected from the cleaning activities is to be stored and properly disposed of. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 26 Paved Area Sweeping and Cleaning Paved area sweeping and cleaning should be performed on-site, specifically in the parking areas, to prevent sediment, litter and other debris from being washed by runoff into the on-site storm drain system. Paved area sweeping should be performed during dry weather if possible and the frequency should be flexible to accommodate climate conditions and areas of concern. Street sweeping equipment must be operated only by trained personnel based on the manufacturer’s specifications. Street sweeping equipment should be properly maintained off-site by the operator. Sweeping equipment should not be maintained or washed off on-site. All collected debris must be taken to an approved permanent disposal site. Retention Basins: This type of facility should be visually inspected on a quarterly basis or according to a landscaping maintenance schedule. Physical obstructions caused by vegetation debris or littering should be promptly cleared to ensure that the basins continue to function as designed. Any material collected (e.g. landscape debris or trash) should be properly handled and disposed of. Basin outlets must be inspected for signs of erosion or obstruction. The condition and effectiveness of the basin infiltration will depend in part on the maintenance procedures, such as those outlined below. Before annual storm seasons and following rainfall events producing precipitation of 0.5 inches or more: • Maintain landscaping and irrigation system as needed. • Remove debris and litter from the entire basin to minimize clogging and improve aesthetics. • Inspect for obvious problems and repair as needed. Address odor, insects, and overgrowth issues associated with stagnant or standing water in the basin bottom. No standing water should be present longer than 72 hours. • Check for erosion and sediment laden areas in the basin. Repair as needed. • Re-stabilize the basin slopes as needed. Perform the following inspection procedures within 72 hours after a rainfall event producing precipitation of 0.5 inches or greater: • Examine the tributary inlet for blockage, the embankment and spillway integrity, as well as damage to any structural element. • Check for erosion, slumping and overgrowth. Repair as needed. • Check basin depth for sediment build up and reduced total capacity. Scrape bottom as needed and remove sediment. Restore to original cross‐section and infiltration rate. Replant basin vegetation. • No water should be present 72 hours after a rainfall event. No long-term standing water should be present at all. No algae formation should be visible. Underground Retention System: The project includes Contech Perforated Underground Corrugated Metal Pipe (CMP) Retention System or approved equal for portions of the site. The locations of these facilities are shown in the WQMP Site Plan (Appendix B). The maintenance guide issued by Contech is included below. Per the system manufacturer, the underground stormwater detention/infiltration must be properly inspected and maintained at regular intervals for purpose of performance and longevity. Refer to the manufacturer for additional or updated information regarding inspection and maintenance. Inspection Inspection is the key to effective maintenance and is easily performed. Contech recommends ongoing quarterly inspections. The rate at which the system collects pollutants will depend more heavily on site specific activities rather than the size or configuration of the system. Inspections shall be performed more Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 27 often in instances in which higher accumulations of sediment or abrasive / corrosive conditions may exist. Inspection and maintenance records shall be maintained for the life of the system. Maintenance Systems shall be cleaned when inspection reveals that accumulated sediment or trash is clogging the discharge orifice. Accumulated sediment and trash can typically be evacuated through the manhole over the outlet orifice. If maintenance is not performed as recommended, sediment and trash may accumulate in front of the outlet orifice. Manhole covers shall be securely seated following cleaning activities. Contech suggests that all systems be designed with an access/inspection manhole situated at or near the inlet and the outlet orifice. Shall it be necessary to get inside the system to perform maintenance activities, all appropriate precautions regarding confined space entry and OSHA regulations shall be followed. Maintaining an underground detention or retention system is easiest when there is no flow entering the system. For this reason, it is a good idea to schedule the cleanout during dry weather. The foregoing inspection and maintenance efforts help ensure underground pipe systems used for stormwater storage continue to function as intended by identifying recommended regular inspection and maintenance practices. Inspection and maintenance related to the structural integrity of the pipe or the soundness of pipe joint connections is beyond the scope of this guide. Record Keeping: A copy of this project-specific WQMP shall be maintained on-site or remotely by the project owner or contracted operators. Records of maintenance shall be appended to this WQMP based on the information provided by the contracted management. Whitewater River Region WQMP TTM No. 38434 (Refuge) August 19, 2022 28 Funding The funding source for operation and maintenance of each BMP identified in the Project Specific Final Water Quality Management Plan shall be the responsibility of the current project owner, Refuge Palm Desert, LLC. The owner recognizes that a source of funding is required to support the on-going operation and maintenance of BMPs, and that funding will continue for the life of the project. By certifying the final project specific WQMP, the Project applicant is certifying that the funding responsibilities have been addressed and will be transferred to future owners. One example of how to adhere to the requirement to transfer operation and maintenance responsibilities is to record the project specific WQMP against the title to the property. Whitewater River Region WQMP TTM No. 38434 (Refuge) Appendix A Conditions of Approval (To be provided after entitlement approvals) Whitewater River Region WQMP TTM No. 38434 (Refuge) Appendix B Vicinity Map, WQMP Site Plan, and Receiving Waters Map MAP OF RECEIVING WATERS k DATE: 2/8/2021 0 2.5 5 7.5 10MI.I WHITEWATERRIVER COACHELLAVALLEYSTORMWATERCHANNEL PROJECTSITE DA-BL=1,300A=12.138DA-AL=1,000A=8.024DA-CL=1,550A=13.302DA-DL=620A=2.801DA-EL=3,950A=53.474NOPARKINGNOPARKINGNOPARKINGNOPARKINGNOPARKINGCOMPACT CARCOMPACTCAR COMPACT CARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCARCOMPACTCAR COMPACTCARLOT 1PE 292.1H.P.H.P.H.P.G.B.G.B.RETENTION BASINBTM =272.3RET. BASINBTM =277.0RET. BASIN BTM =280.1H.P.H.P.H.P.LOT 2PE 292.3LOT 3PE 292.5LOT 4PE 292.7LOT 5PE 292.9LOT 6PE 293.2LOT 7PE 293.4LOT 8PE 293.7LOT 9PE 293.9LOT 10PE 294.1RET. BASINBTM =296.2RET. BASINBTM =279.9RET. BASINBTM =295.9RET. BASINBTM =298.6RET. BASINBTM =299.0RET. BASINBTM =296.6RET. BASINBTM =296.7RET. BASINBTM =283.5LOT 11PE 294.3LOT 12PE 294.6LOT 13PE 294.8LOT 14PE 295.1LOT 15PE 295.3LOT 16PE 295.7LOT 17PE 295.9LOT 18PE 296.2LOT 19PE 296.4LOT 20PE 296.6LOT 21PE 296.9LOT 22PE 297.1LOT 23PE 297.4LOT 24PE 297.7LOT 25PE 298.0LOT 26PE 298.2LOT 27PE 297.5LOT 28PE 298.7LOT 29PE 298.9LOT 30PE 299.2LOT 31PE 299.4LOT 32PE 299.6LOT 33PE 299.6LOT 34PE 299.8LOT 35PE 300.0LOT 36PE 300.3LOT 37PE 300.5LOT 38PE 300.8LOT 39PE 301.0LOT 40PE 301.4LOT 41PE 301.6LOT 42PE 301.9LOT 43PE 302.1LOT 44PE 302.4LOT 45PE 302.6LOT 224PE 299.6LOT 223PE 299.5LOT 222PE 300.0LOT 221PE 300.3LOT 220PE 300.5LOT 219PE 300.8LOT 217PE 301.4LOT 216PE 301.6LOT 215PE 301.9LOT 214PE 302.1LOT 213PE 302.4LOT 212PE 302.6LOT 218PE 301.0LOT 236PE 298.8LOT 235PE 299.1LOT 234PE 299.5LOT 233PE 299.8LOT 232PE 300.2LOT 231PE 300.5LOT 205PE 301.4LOT 204PE 301.8LOT 203PE 302.1LOT 202PE 302.5LOT 201PE 302.8LOT 200PE 303.1LOT 47PE 303.1LOT 46PE 303.3LOT 48PE 303.3LOT 49PE 303.9LOT 50PE 303.9LOT 51PE 303.6LOT 52PE 303.9LOT 53PE 304.4LOT 54PE 304.4LOT 55PE 304.0LOT 56PE 304.6LOT 57PE 305.2LOT 58PE 305.7LOT 59PE 306.3LOT 60PE 306.8LOT PE LOT 61PE 307.4LOT 62PE 308.0LOT 63PE 308.5LOT 64PE 308.5LOT 65PE 308.0LOT 66PE 307.6LOT 67PE 307.1LOT 68PE 307.1LOT 69PE 308.1LOT 70PE 309.2LOT 71PE 310.2LOT 72PE 311.2LOT 73PE 312.2LOT 74PE 313.3LOT 75PE 314.3LOT 76PE 315.3LOT 77PE 316.3LOT 78PE 317.3LOT 79PE 318.4LOT 80PE 319.3LOT 81PE 319.7LOT 82PE 320.2LOT 211PE 303.1LOT 210PE 302.8LOT 209PE 302.5LOT 208PE 302.1LOT 207PE 301.8LOT 206PE 301.4LOT 230PE 300.5LOT 229PE 300.2LOT 228PE 299.8LOT 227PE 299.5LOT 226PE 299.1LOT 225PE 298.8LOT 199PE 303.5LOT 198PE 303.1LOT 197PE 302.6LOT 196PE 302.2LOT 195PE 301.8LOT 194PE 301.3LOT 242PE 300.2LOT 241PE 299.8LOT 240PE 299.3LOT 239PE 298.9LOT 238PE 298.5LOT 237PE 298.0LOT 314PE 302.1LOT 316PE 299.8LOT 317PE 298.6LOT 318PE 297.5LOT 319PE 296.3LOT 320PE 295.2LOT 334PE 295.3LOT 335PE 295.0LOT 336PE 294.6LOT 337PE 294.1LOT 338PE 293.6LOT 339PE 293.1LOT 83PE 317.7LOT 84PE 315.6LOT 85PE 313.5LOT 86PE 311.4LOT 87PE 309.3LOT 307PE 295.4LOT 308PE 296.1LOT 309PE 296.9LOT 310PE 297.6LOT 311PE 298.3LOT 313PE 299.8LOT 315PE 300.9LOT 312PE 299.1LOT 328PE 298.8LOT 321PE 293.2LOT 327PE 298.0LOT 322PE 293.0LOT 326PE 297.2LOT 323PE 292.8LOT 325PE 296.3LOT 324PE 292.6LOT 329PE 298.8LOT 330PE 298.1LOT 331PE 297.3LOT 332PE 296.4LOT 333PE 295.8PE 303.3 LOT 186PE 304.6LOT 187PE 304.3LOT 188PE 303.9LOT 189PE 303.6LOT 190PE 303.3LOT 191PE 302.9LOT 185PE 305.5LOT 184PE 305.1LOT 183PE 304.8LOT 182PE 304.4LOT 181PE 304.1LOT 180PE 303.8LOT 170PE 306.4LOT 171PE 306.0LOT 172PE 305.6LOT 173PE 305.3LOT 174PE 304.9LOT 175PE 304.5LOT 169PE 307.2LOT 168PE 306.8LOT 167PE 306.4LOT 166PE 306.0LOT 165PE 305.6LOT 164PE 305.2LOT 154PE 308.1LOT 155PE 307.7LOT 156PE 307.3LOT 157PE 306.8LOT 158PE 306.4LOT 159PE 306.0LOT 153PE 308.3LOT 152PE 307.9LOT 151PE 307.4LOT 150PE 307.0LOT 149PE 306.5LOT 148PE 306.1LOT 138PE 308.0LOT 139PE 307.5LOT 140PE 306.9LOT 141PE 306.4LOT 142PE 305.9LOT 143PE 305.4LOT 137PE 307.2LOT 136PE 306.6LOT 135PE 306.6LOT 134PE 305.5LOT 133PE 304.9LOT 132PE 304.4LOT 193PE 302.1 LOT 179PE 302.9 LOT 178PE 303.2 LOT 177PE 303.7 LOT 176PE 303.9 LOT 163PE 304.3 LOT 162PE 304.6 LOT 161PE 305.1 LOT 160PE 305.3 LOT 147PE 305.3 LOT 146PE 305.1 LOT 145PE 304.5 LOT 144PE 304.2 LOT 131PE 303.6 LOT 130PE 303.2 LOT 192PE 302.4 LOT 243PE 300.4 LOT 257PE 301.1 LOT 258PE 301.3 LOT 259PE 301.8 LOT 260PE 302.0 LOT 273PE 302.4 LOT 274PE 302.7 LOT 275PE 303.2 LOT 276PE 303.4 LOT 289PE 303.0 LOT 290PE 302.8 LOT 291PE 301.9 LOT 292PE 301.4 LOT 305PE 300.6 LOT 306PE 300.1 LOT 244PE 300.7LOT 245PE 299.6LOT 246PE 299.1LOT 247PE 298.6LOT 248PE 298.1LOT 249PE 297.6LOT 250PE 297.5LOT 256PE 299.8LOT 255PE 299.3LOT 254PE 298.8LOT 253PE 298.2LOT 252PE 297.7LOT 251PE 297.1LOT 261PE 300.1LOT 262PE 299.5LOT 263PE 298.9LOT 264PE 298.2LOT 265PE 297.6LOT 266PE 296.9LOT 272PE 300.5LOT 271PE 299.8LOT 270PE 299.0LOT 269PE 298.4LOT 268PE 297.4LOT 267PE 296.9LOT 277PE 300.8LOT 278PE 300.0LOT 279PE 299.1LOT 280PE 298.2LOT 281PE 297.3LOT 282PE 296.4LOT 288PE 300.7LOT 287PE 299.9LOT 286PE 299.0LOT 285PE 298.1LOT 284PE 297.2LOT 283PE 296.3LOT 293PE 299.8LOT 294PE 299.0LOT 295PE 298.2LOT 296PE 297.4LOT 297PE 296.6LOT 298PE 295.8LOT 304PE299.4LOT 303PE 298.7LOT 302PE 298.0LOT 301PE 297.2LOT 300PE 296.4LOT 299PE 295.5LOT 88PE 307.2LOT 94317.7LOT 93PE 315.8LOT 92PE 313.7LOT 91PE 311.6LOT 90PE 309.5LOT 89PE 307.4LOT 95PE 314.0LOT 96PE 312.8LOT 97PE 311.4LOT 98PE 310.0LOT 99PE 308.6LOT 100PE 307.3LOT 101PE 305.9LOT 109PE 310.0LOT 110PE 309.2LOT 111PE 308.3LOT 112PE 307.4LOT 113PE 306.5LOT 114PE 305.5LOT 115PE 304.6LOT 123PE 306.0LOT 124PE 305.3LOT 125PE 304.6LOT 126PE 303.9LOT 127PE 303.1LOT 128PE 302.4LOT 129PE 301.7LOT 108PE 314.0LOT 107PE 312.8LOT 106PE 311.4LOT 105PE 310.0LOT 104PE 308.6LOT 103PE 307.3LOT 102PE 306.0LOT 122PE 310.0LOT 121PE 309.2LOT 120PE 308.3LOT 119PE 307.4LOT 118PE 306.5LOT 117PE 305.5LOT 116PE 304.6RET. BASINBTM =279.4H.P.PROPOSEDUNDERGROUNDRETENTION SYSTEM(TYP.)PROPOSED CATCHBASIN (TYP.)PROPOSEDDRYWELL (TYP.)PROPOSEDDRYWELL (TYP.)PROPOSEDUNDERGROUNDRETENTION SYSTEM(TYP.)PROPOSED CATCHBASIN (TYP.)PROPOSEDDRYWELL (TYP.)PROPOSED CATCHBASIN (TYP.)LOT 83NG 292.8LOT 84NG 292.2LOT 85NG 292.6LOT 86NG 293.2LOT 87NG 293.3LOT 88NG 292.9LOT 89NG 292.8LOT 90NG 292.2LOT 91NG 291.6LOT 92NG 291.5LOT 93NG 291.1LOT 94NG 290.9LOT 95NG 290.5LOT 96NG 290.3LOT 97NG 289.7LOT 98NG 289.3LOT 99NG 290.3LOT 91NG 288.7LOT 24NG 290.8LOT 25NG 291.7LOT 8NG 293.4LOT 9NG 293.7LOT 8NG 295.2LOT 9NG 296.0LOT 8NG 298.0LOT 9NG 298.7LOT 7NG 300.8LOT 8NG 300.8LOT 9NG 300.8LOT 10NG 300.3LOT 7 NG 299.2LOT 8NG 298.1LOT 9NG 296.9LOT 10NG 296.2LOT 8NG 293.8LOT 9NG 293.4LOT 8NG 290.4LOT 10NG 285.5LOT 9NG 286.5LOT 11NG 284.2LOT 12NG 283.0LOT 13NG 281.9LOT 14NG 280.3LOT 15NG 278.9LOT 16NG 277.2LOT 17NG 275.5LOT 17NG 276.2PROPOSED CATCHBASIN (TYP.)PROPOSEDUNDERGROUNDRETENTION SYSTEM(TYP.)PROPOSED CATCHBASIN (TYP.)PROPOSED LEVELINGPIPE (TYP.)PROPOSED LEVELINGPIPE (TYP.)PROPOSED CATCHBASIN (TYP.)PROPOSED CATCHBASIN (TYP.)PROPOSED LEVELINGPIPE (TYP.)PROPOSED CATCHBASIN (TYP.)PROPOSED LEVELINGPIPE (TYP.)PROPOSED LEVELINGPIPE (TYP.)"FORCED MAJEURE"ESCAPE ROUTEPE= 284.0PE= 287.0PE= 290.0PE= 285.0PE= 284.0PE= 283.0PE= 282.0PE= 283.0PE= 280.0PE= 279.0PE= 280.5PE= 281.0PE= 282.0PE= 282.0TRACT BOUNDARYTRACT BOUNDARYTRACT BOUNDARYMSA CONSULTING, INC.> PLANNING > CIVIL ENGINEERING > LAND SURVEYING34200 Bob Hope Drive, Rancho Mirage, CA 92270760.320.9811 msaconsultinginc.com Whitewater River Region WQMP TTM No. 38434 (Refuge) Appendix C Supporting Detail Related to Hydrologic Conditions of Concern (Refer to Appendix F for copy of the Hydrology Report) Whitewater River Region WQMP TTM No. 38434 (Refuge) Appendix D Educational Materials Checklist for Minimizing Vector Production in Stormwater Management Structures Outdoor Cleaning Activities and Professional Mobile Service Providers California Stormwater BMP Handbook - Municipal SC-41: Building and Grounds Maintenance SC-73: Landscape Maintenance SC-74: Drainage System Maintenance SD-12: Efficient Irrigation SD-13: Storm Drain Signage TC-11: Infiltration Basin Whitewater River Region WQMP TTM No. 38434 (Refuge) Appendix E Soils Report Hydrologic Soil Group—Riverside County, Coachella Valley Area, California (Lewis Operating Corp. - Gerald Ford Dr. & Portola Ave.) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/24/2016 Page 1 of 4373730037375003737700373790037381003738300373850037387003738900373730037375003737700373790037381003738300373850037387003738900557300557500557700557900558100558300558500 557300 557500 557700 557900 558100 558300 558500 33° 47' 22'' N 116° 22' 56'' W33° 47' 22'' N116° 22' 4'' W33° 46' 25'' N 116° 22' 56'' W33° 46' 25'' N 116° 22' 4'' WN Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 11N WGS84 0 400 800 1600 2400 Feet 0 100 200 400 600 Meters Map Scale: 1:8,620 if printed on A portrait (8.5" x 11") sheet. Warning: Soil Map may not be valid at this scale. MAP LEGEND MAP INFORMATION Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines A A/D B B/D C C/D D Not rated or not available Soil Rating Points A A/D B B/D C C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Riverside County, Coachella Valley Area, California Survey Area Data: Version 7, Sep 9, 2014 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jan 22, 2015—Feb 10, 2015 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Hydrologic Soil Group—Riverside County, Coachella Valley Area, California (Lewis Operating Corp. - Gerald Ford Dr. & Portola Ave.) Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/24/2016 Page 2 of 4 Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Riverside County, Coachella Valley Area, California (CA680) Map unit symbol Map unit name Rating Acres in AOI Percent of AOI MaB Myoma fine sand, 0 to 5 percent slopes A 21.7 5.4% MaD Myoma fine sand, 5 to 15 percent slopes A 382.1 94.6% Totals for Area of Interest 403.8 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Hydrologic Soil Group—Riverside County, Coachella Valley Area, California Lewis Operating Corp. - Gerald Ford Dr. & Portola Ave. Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 10/24/2016 Page 3 of 4 Whitewater River Region WQMP TTM No. 38434 (Refuge) Appendix F Structural BMP and/or Retention Facility Sizing Calculations and Design Details ATRIB = 8.024 acres Determine the Impervious Area Within ATRIB (AIMP)AIMP = 4.814 acres Calculate the Impervious Area Ratio (IF) IF = AIMP/ATRIB IF = 0.60 Use the following equation based on the WEF/ASCE Method CBMP = 0.858If3 - 0.78If2 + 0.774If + 0.04 CBMP = 0.41 Calculate VU, the 80% Unit Storage Volume VU = 0.40 x CBMP VU = 0.16 (in*ac)/ac Calculate the design storage volume of the BMP, VBMP VBMP (ft3) =VBMP = 4,764 ft3 QBMP = CBMP x I x ATRIB QBMP = 0.66 ft3/s I = Design Rainfall Intensity, 0.2 in/hr Notes: BMP Design Flow Rate, QBMP Company Name Designed By Company Project Number/Name Drainage Area Number/Name REFUGE DA-A May 9, 2022 VU (in-ac/ac) x AT (ac) x 43,560 (ft2/ac) 12(in/ft) Calculate the Composite Runoff Coefficient, C for the BMP Tributary Area Determine Design Storage Volume, VBMP Legend:Required Entries Calculated Cells Determine the Impervious Area Ratio Whitewater Watershed BMP Design Volume, VBMP & Design Flow Rate , QBMP (Rev. 06-2014) Enter the Area Tributary to this Feature (ATRIB) MSA Consulting, Inc FOS Date County/City Case No. PROECT JOB No. BASIN DESIGNATION: BASIN CHARACTERISTICS CONTOUR ELEVATION INCR TOTAL INCR TOTAL INCR (ft)(ft)(sf)(sf)(cuft)(cuft)(acre-ft) 296.7 0 0 3,183 0 0 0.00 299.7 3 3 2,242 5,425 12,763 12,763 0.29 WHERE: TOTAL Retention Basin BASIN VOLUME WORKSHEET DEPTH AREA VOLUME Refuge - Palm Desert 2667 ( )()2121213 1 AAAAEEV++−= Basin Volume Worksheet Page 13 of 13 Project Summary Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):25,050 Limiting Width (ft):30.00 Effective Depth Below Asphalt (ft):10.00 Solid or Perforated Pipe:Perforated Shape Or Diameter:72 28.27 ft2 Pipe Area Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1.5 Depth A: Porous Stone Above Pipe (in):6 Depth C: Porous Stone Below Pipe (in):12 Stone Porosity (0 to 40%):40 System Sizing Use Custom Layout (at right) for layout adjustment Pipe Storage:16,116 cf To adjust layout, enter desired barrel length in the light blue boxes below. Porous Stone Storage:9,186 cf Excess Footage = 0 25,303 cf 101.0%Of Required Storage 3 barrels Barrel 12 0 Length Per Barrel:190.00 ft Barrel 11 0 Rectangular Footprint (W x L):27. ft x 193. ft Barrel 10 0 Barrel 9 0 CONTECH Materials Barrel 8 0 Total CMP Footage:570 ft Barrel 7 0 Approximate Total Pieces:24 pcs Barrel 6 0 Approximate Coupling Bands:21 bands Barrel 5 0 Approximate Truckloads:12 trucks Barrel 4 0 Construction Quantities**Barrel 3 190 Total Excavation:1930 cy Barrel 2 190 Porous Stone Backfill For Storage:851 cy Stone Barrel 1 190 Backfill to Grade Excluding Stone:483 cy Fill **Construction quantities are approximate and should be verified upon final design Number Of Barrels Exceed Graph Limitations Custom Layout Number of Barrels: 2667 DA-A Palm Desert MSA Consulting Inc. CA FOS (760) 320-9811 Total Storage Provided: 5/9/2022 Corrugated Metal Pipe Calculator Enter Information in Blue Cells 190 190 190 0 0 0 0 0 0 0 0 0 0 50 100 150 200 For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com © 2007 CONTECH Stormwater Solutions ATRIB = 12.138 acres Determine the Impervious Area Within ATRIB (AIMP)AIMP = 7.283 acres Calculate the Impervious Area Ratio (IF) IF = AIMP/ATRIB IF = 0.60 Use the following equation based on the WEF/ASCE Method CBMP = 0.858If3 - 0.78If2 + 0.774If + 0.04 CBMP = 0.41 Calculate VU, the 80% Unit Storage Volume VU = 0.40 x CBMP VU = 0.16 (in*ac)/ac Calculate the design storage volume of the BMP, VBMP VBMP (ft3) =VBMP = 7,207 ft3 QBMP = CBMP x I x ATRIB QBMP = 0.99 ft3/s I = Design Rainfall Intensity, 0.2 in/hr Legend:Required Entries Calculated Cells Determine the Impervious Area Ratio Whitewater Watershed BMP Design Volume, VBMP & Design Flow Rate , QBMP (Rev. 06-2014) Enter the Area Tributary to this Feature (ATRIB) MSA Consulting, Inc FOS Date County/City Case No. Notes: BMP Design Flow Rate, QBMP Company Name Designed By Company Project Number/Name Drainage Area Number/Name REFUGE DA-B May 9, 2022 VU (in-ac/ac) x AT (ac) x 43,560 (ft2/ac) 12(in/ft) Calculate the Composite Runoff Coefficient, C for the BMP Tributary Area Determine Design Storage Volume, VBMP PROECT JOB No. BASIN DESIGNATION: BASIN CHARACTERISTICS CONTOUR ELEVATION INCR TOTAL INCR TOTAL INCR (ft)(ft)(sf)(sf)(cuft)(cuft)(acre-ft) 296.6 0 0 7,352 0 0 0.00 298.6 2 2 1,243 8,595 15,931 15,931 0.37 299 0.4 2.4 18,904 27,499 6,862 22,793 0.52 299.6 0.6 3 959 28,458 16,786 39,579 0.91 WHERE: TOTAL Retention Basin BASIN VOLUME WORKSHEET DEPTH AREA VOLUME Refuge - Palm Desert 2667 ( )()2121213 1 AAAAEEV++−= Basin Volume Worksheet Page 13 of 13 Project Summary Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):17,621 Limiting Width (ft):20.00 Effective Depth Below Asphalt (ft):10.00 Solid or Perforated Pipe:Perforated Shape Or Diameter:72 28.27 ft2 Pipe Area Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1.5 Depth A: Porous Stone Above Pipe (in):6 Depth C: Porous Stone Below Pipe (in):12 Stone Porosity (0 to 40%):40 System Sizing Use Custom Layout (at right) for layout adjustment Pipe Storage:11,310 cf To adjust layout, enter desired barrel length in the light blue boxes below. Porous Stone Storage:6,438 cf Excess Footage = 0 17,748 cf 100.7%Of Required Storage 2 barrels Barrel 12 0 Length Per Barrel:200.00 ft Barrel 11 0 Rectangular Footprint (W x L):18. ft x 203. ft Barrel 10 0 Barrel 9 0 CONTECH Materials Barrel 8 0 Total CMP Footage:400 ft Barrel 7 0 Approximate Total Pieces:18 pcs Barrel 6 0 Approximate Coupling Bands:16 bands Barrel 5 0 Approximate Truckloads:9 trucks Barrel 4 0 Construction Quantities**Barrel 3 0 Total Excavation:1354 cy Barrel 2 200 Porous Stone Backfill For Storage:596 cy Stone Barrel 1 200 Backfill to Grade Excluding Stone:339 cy Fill **Construction quantities are approximate and should be verified upon final design Number Of Barrels Exceed Graph Limitations Custom Layout Number of Barrels: 2667 DA-B Palm Desert MSA Consulting Inc. CA FOS (760) 320-9811 Total Storage Provided: 5/9/2022 Corrugated Metal Pipe Calculator Enter Information in Blue Cells 200 200 0 0 0 0 0 0 0 0 0 0 0 50 100 150 200 250 For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com © 2007 CONTECH Stormwater Solutions ATRIB = 13.203 acres Determine the Impervious Area Within ATRIB (AIMP)AIMP = 7.981 acres Calculate the Impervious Area Ratio (IF) IF = AIMP/ATRIB IF = 0.60 Use the following equation based on the WEF/ASCE Method CBMP = 0.858If3 - 0.78If2 + 0.774If + 0.04 CBMP = 0.41 Calculate VU, the 80% Unit Storage Volume VU = 0.40 x CBMP VU = 0.16 (in*ac)/ac Calculate the design storage volume of the BMP, VBMP VBMP (ft3) =VBMP = 7,906 ft3 QBMP = CBMP x I x ATRIB QBMP = 1.09 ft3/s I = Design Rainfall Intensity, 0.2 in/hr Notes: BMP Design Flow Rate, QBMP Company Name Designed By Company Project Number/Name Drainage Area Number/Name REFUGE DA-C May 9, 2022 VU (in-ac/ac) x AT (ac) x 43,560 (ft2/ac) 12(in/ft) Calculate the Composite Runoff Coefficient, C for the BMP Tributary Area Determine Design Storage Volume, VBMP Legend:Required Entries Calculated Cells Determine the Impervious Area Ratio Whitewater Watershed BMP Design Volume, VBMP & Design Flow Rate , QBMP (Rev. 06-2014) Enter the Area Tributary to this Feature (ATRIB) MSA Consulting, Inc FOS Date County/City Case No. PROECT JOB No. BASIN DESIGNATION: BASIN CHARACTERISTICS CONTOUR ELEVATION INCR TOTAL INCR TOTAL INCR (ft)(ft)(sf)(sf)(cuft)(cuft)(acre-ft) 295.9 0 0 13,163 0 0 0.00 298.9 3 3 5,827 18,990 47,963 47,963 1.10 WHERE: TOTAL Retention Basin BASIN VOLUME WORKSHEET DEPTH AREA VOLUME Refuge - Palm Desert 2667 ( )()2121213 1 AAAAEEV++−= Basin Volume Worksheet Page 13 of 13 Project Summary Date: Project Name: City / County: State: Designed By: Company: Telephone: Storage Volume Required (cf):14,722 Limiting Width (ft):20.00 Effective Depth Below Asphalt (ft):10.00 Solid or Perforated Pipe:Perforated Shape Or Diameter:72 28.27 ft2 Pipe Area Spacing between Barrels (ft):3.00 Stone Width Around Perimeter of System (ft):1.5 Depth A: Porous Stone Above Pipe (in):6 Depth C: Porous Stone Below Pipe (in):12 Stone Porosity (0 to 40%):40 System Sizing Use Custom Layout (at right) for layout adjustment Pipe Storage:9,444 cf To adjust layout, enter desired barrel length in the light blue boxes below. Porous Stone Storage:5,403 cf Excess Footage = 0 14,846 cf 100.8%Of Required Storage 2 barrels Barrel 12 0 Length Per Barrel:167.00 ft Barrel 11 0 Rectangular Footprint (W x L):18. ft x 170. ft Barrel 10 0 Barrel 9 0 CONTECH Materials Barrel 8 0 Total CMP Footage:334 ft Barrel 7 0 Approximate Total Pieces:14 pcs Barrel 6 0 Approximate Coupling Bands:12 bands Barrel 5 0 Approximate Truckloads:7 trucks Barrel 4 0 Construction Quantities**Barrel 3 0 Total Excavation:1134 cy Barrel 2 167 Porous Stone Backfill For Storage:500 cy Stone Barrel 1 167 Backfill to Grade Excluding Stone:284 cy Fill **Construction quantities are approximate and should be verified upon final design Number Of Barrels Exceed Graph Limitations Custom Layout Number of Barrels: 2667 DA-C Palm Desert MSA Consulting Inc. CA FOS (760) 320-9811 Total Storage Provided: 5/9/2022 Corrugated Metal Pipe Calculator Enter Information in Blue Cells 167 167 0 0 0 0 0 0 0 0 0 0 0 50 100 150 200 For design assistance, drawings, and pricing send completed worksheet to: dyods@contech-cpi.com © 2007 CONTECH Stormwater Solutions ATRIB = 2.801 acres Determine the Impervious Area Within ATRIB (AIMP)AIMP = 1.681 acres Calculate the Impervious Area Ratio (IF) IF = AIMP/ATRIB IF = 0.60 Use the following equation based on the WEF/ASCE Method CBMP = 0.858If3 - 0.78If2 + 0.774If + 0.04 CBMP = 0.41 Calculate VU, the 80% Unit Storage Volume VU = 0.40 x CBMP VU = 0.16 (in*ac)/ac Calculate the design storage volume of the BMP, VBMP VBMP (ft3) =VBMP = 1,663 ft3 QBMP = CBMP x I x ATRIB QBMP = 0.23 ft3/s I = Design Rainfall Intensity, 0.2 in/hr Notes: BMP Design Flow Rate, QBMP Company Name Designed By Company Project Number/Name Drainage Area Number/Name REFUGE DA-D May 9, 2022 VU (in-ac/ac) x AT (ac) x 43,560 (ft2/ac) 12(in/ft) Calculate the Composite Runoff Coefficient, C for the BMP Tributary Area Determine Design Storage Volume, VBMP Legend:Required Entries Calculated Cells Determine the Impervious Area Ratio Whitewater Watershed BMP Design Volume, VBMP & Design Flow Rate , QBMP (Rev. 06-2014) Enter the Area Tributary to this Feature (ATRIB) MSA Consulting, Inc FOS Date County/City Case No. PROECT JOB No. BASIN DESIGNATION: BASIN CHARACTERISTICS CONTOUR ELEVATION INCR TOTAL INCR TOTAL INCR (ft)(ft)(sf)(sf)(cuft)(cuft)(acre-ft) 296.2 0 0 3,904 0 0 0.00 299.2 3 3 3,453 7,357 16,620 16,620 0.38 WHERE: TOTAL Retention Basin BASIN VOLUME WORKSHEET DEPTH AREA VOLUME Refuge - Palm Desert 2667 ( )()2121213 1 AAAAEEV++−= Basin Volume Worksheet Page 13 of 13 ATRIB = 53.474 acres Determine the Impervious Area Within ATRIB (AIMP)AIMP = 32.792 acres Calculate the Impervious Area Ratio (IF) IF = AIMP/ATRIB IF = 0.61 Use the following equation based on the WEF/ASCE Method CBMP = 0.858If3 - 0.78If2 + 0.774If + 0.04 CBMP = 0.42 Calculate VU, the 80% Unit Storage Volume VU = 0.40 x CBMP VU = 0.17 (in*ac)/ac Calculate the design storage volume of the BMP, VBMP VBMP (ft3) =VBMP = 32,547 ft3 QBMP = CBMP x I x ATRIB QBMP = 4.48 ft3/s I = Design Rainfall Intensity, 0.2 in/hr Legend:Required Entries Calculated Cells Determine the Impervious Area Ratio Whitewater Watershed BMP Design Volume, VBMP & Design Flow Rate , QBMP (Rev. 06-2014) Enter the Area Tributary to this Feature (ATRIB) MSA Consulting, Inc FOS Date County/City Case No. Notes: BMP Design Flow Rate, QBMP Company Name Designed By Company Project Number/Name Drainage Area Number/Name REFUGE DA-E May 9, 2022 VU (in-ac/ac) x AT (ac) x 43,560 (ft2/ac) 12(in/ft) Calculate the Composite Runoff Coefficient, C for the BMP Tributary Area Determine Design Storage Volume, VBMP PROECT JOB No. BASIN DESIGNATION: BASIN CHARACTERISTICS CONTOUR ELEVATION INCR TOTAL INCR TOTAL INCR (ft)(ft)(sf)(sf)(cuft)(cuft)(acre-ft) 272.3 0 0 54,038 0 0 0.00 277.3 5 5 28,889 82,927 339,845 339,845 7.80 WHERE: TOTAL Retention Basin BASIN VOLUME WORKSHEET DEPTH AREA VOLUME Refuge - Palm Desert 2667 ( )()2121213 1 AAAAEEV++−= Basin Volume Worksheet Page 13 of 13 Whitewater River Region WQMP TTM No. 38434 (Refuge) Appendix G AGREEMENTS – CC&RS, COVENANT AND AGREEMENTS, BMP MAINTENANCE AGREEMENTS AND/OR OTHER MECHANISMS FOR ENSURING ONGOING OPERATION, MAINTENANCE, FUNDING AND TRANSFER OF REQUIREMENTS FOR THIS PROJECT-SPECIFIC WQMP Whitewater River Region WQMP TTM No. 38434 (Refuge) Appendix H PHASE 1 ENVIRONMENTAL SITE ASSESSMENT – SUMMARY OF SITE REMEDIATION CONDUCTED AND USE RESTRICTIONS Whitewater River Region WQMP TTM No. 38434 (Refuge) Appendix I PROJECT-SPECIFIC WQMP SUMMARY DATA FORM Project-Specific WQMP Summary Data Form Applicant Information Name and Title John Kelterer Company Refuge Palm Desert, LLC Phone (949) 295-5796 Email john@refugepd.com Project Information Project Name (as shown on project application/project-specific WQMP) TTM No. 38434 (Refuge) Street Address Gerald Ford Drive Nearest Cross Streets Portola Avenue Municipality (City or Unincorporated County) City of Palm Desert Zip Code 92211 Tract Number(s) and/or Assessor Parcel Number(s) APN 694-310-002, -003 & -006 Other (other information to help identify location of project) Indicate type of project. Priority Development Projects (Use an "X" in cell preceding project type): SF hillside residence; impervious area ≥ 10,000 sq. ft.; Slope ≥ 25% SF hillside residence; impervious area ≥ 10,000 sq. ft.; Slope ≥ 10% & erosive soils Commercial or Industrial ≥ 100,000 sq. ft. Automotive repair shop Retail Gasoline Outlet disturbing > 5,000 sq. ft. Restaurant disturbing > 5,000 sq. ft. X Home subdivision ≥ 10 housing units Parking lot ≥ 5,000 sq. ft. or ≥ 25 parking spaces Date Project-Specific WQMP Submitted 05/25/2022, 08/22/2022 Size of Project Area (nearest 0.1 acre) 89.739 Acres Will the project replace more than 50% of the impervious surfaces on an existing developed site? No Project Area managed with LID/Site Design BMPs (nearest 0.1 acre) 89.739 Acres Are Treatment Control BMPs required? No Is the project subject to onsite retention by ordinance or policy? Yes Did the project meet the 100% LID/Site Design Measurable Goal? Yes Name of the entity that will implement, operate, and maintain the post-construction BMPs Refuge Palm Desert, LLC Contact Name John Kelterer Street or Mailing Address 1775 Sky Park East, Suite 101 City Irvine, CA Zip Code 92614 Phone (949) 295-5796 Space Below for Use by City/County Staff Only Preceding Information Verified by (consistent with information in project-specific WQMP) Name: Date: Date Project-Specific WQMP Approved: Data Entered by Name: Date: Other Comments [This page has intentionally been left blank.] Page 1 of 2 CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 17, 2022 PREPARED BY: Jason Finley, Chief Building Official REQUEST: ADOPT A RESOLUTION FOR A HISTORIC LANDMARK DESIGNATION FOR THE CHARLES E. DU BOIS HOUSE LOCATED AT 72806 BURSERA WAY (APN 628-102-012) – CASE NO. CRPC 22-03 RECOMMENDATION: 1.Conduct the public hearing and receive public testimony. 2.Waive further reading and adopt a Resolution reaffirming the action of the Cultural Resources Preservation Committee, designating the Charles E. Du Bois house located at 72806 Bursera Way with a Historic Landmark Designation in accordance with Section 29.40.010 of the Palm Desert Municipal Code (PDMC). BACKGROUND/ANALYSIS: Strategic Plan: This designation promotes the goals of the Art and Cultural elements of the City’s Envision Palm Desert Strategic Plan. The direct result is an increase in public recognition and appreciation for the architectural and cultural resources in the Coachella Valley. Cultural tourism events, such as Modernism Week, continue to grow in popularity, which showcases the Coachella Valley and Palm Desert examples. This increase in tourism is an economic benefit to the City and our local businesses. Cultural Resources Preservation Committee Recommendation: On August 30, 2022, the Cultural Resources Preservation Committee conducted a public hearing unanimously recommending the nomination of the Charles E. Du Bois house, located at 72806 Bursera Way, as a landmark. This property is eligible for designation as a City Historic Landmark in accordance with the PDMC Section 29.40.010 Historic Landmark Designation Criteria: 1.Exemplifies or reflects special elements of cultural, social, economic, political, aesthetic, engineering, architectural, or natural history; or 2.Is identified with a person(s)or event(s) that our significant in history; or 3. Embodies distinctive characteristics of a style, type period, or method of construction, or is a valuable example of the use of indigenous materials or craftsmanship; or 4.Represents the work of master builders, designers, or architects; or 5.Reflects distinctive examples of community planning or significant development patterns, including those associated with different eras or settlement and growth, agricultural, or transportation; or 6.Conveys a sense of historic and architectural cohesiveness through design, setting, materials, workmanship, or associations; or Item 3B-1 City of Palm Desert Historic Landmark Designation: 72806 Bursera Way Page 2 of 2 7. Is an archaeological paleontological, botanical, geological, topographical, ecological, ore geographical resource that has yielded or has the potential to yield important information, 2008) in history or pre-history (Ord. 1168, 2008). Project Description: The applicant and property owner, Mr. David Toltzman, has requested that his property at 72806 Bursera Way be designated as a landmark in accordance with the PDMC Section 29.40.010. The property as detailed in the attached application, this Mid-Century Modern single-family residence was designed by architect Charles E. Du Bois and is part of the Purple Hills Estates, a residential tract concept constructed in the early 1960s. Unlike most homes built in Palm Desert in the 1950s and 1960s, the Purple Hills Estates homes were “tract” homes designed with a custom appearance. These styles of homes epitomized the unique architecture and classic look of the early Palm Desert. This tract concept had several exterior appearances ranging from Ranch, French Second Empire, and Greek Revisal to mid-century modern. The uniqueness can be seen in 47 homes in Palm Desert that Charles E. Du Bois left an indelible mark in architecture. The property at 72806 Bursera Way represents this style in the original inspired form and is worthy of the designation. If approved, this property would be the first to receive a landmark designation within Purple Hills Estates. FINANCIAL IMPACT: There is no fiscal impact associated with this action. The designation allows the property owner(s) to voluntarily apply for property tax incentives to maintain the property’s appearance in an original concept or manner. REVIEWED BY: Department Director: Richard D. Cannone, AICP City Attorney: Robert Hargreaves Finance Director: Veronica Chavez Assistant City Manager: Chris Escobedo City Manager: Todd Hileman ATTACHMENTS: 1. Draft Resolution 2. Cultural Resources Preservation Committee Ordinance 1168 3. Cultural Resources Preservation Committee Draft Minutes 4. Historic Designation Application Item 3B-2 RESOLUTION NO. 2022-___ A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, APPROVING A HISTORIC LANDMARK DESIGNATION FOR 72806 BURSERA WAY (APN 628-102-012) – CASE NO. CRPC 22-03 WHEREAS, on August 30, 2022, the Cultural Resource Preservation Committee conducted a public hearing to consider the initiation of Historic Landmark Designation for the Charles E. Du Bois House located at 72806 Bursera Way, Assessor’s Parcel No. 628- 102-012, pursuant to Section 29.40 of the Palm Desert Municipal Code (PDMC); and WHEREAS, the Cultural Resources Preservation Committee has considered all the evidence submitted into the administrative record, which includes, but is not limited to: 1. Agenda reports were prepared by the Building and Safety Division. 2. A staff presentation at a meeting and subsequent public hearing held on August 30, 2022, before the Cultural Resources Preservation Committee. 3. The City of Palm Desert, Cultural Resources Ordinance 1168, and all other applicable regulations and codes. 4. Public comments, both written and oral, received and/or submitted at or prior to the meeting, supporting and/or opposing the applicant’s request. 5. Testimony and/or comments from the applicant and its representatives submitted to the City in both written and oral form at or prior to the meeting. 6. All related documents received and/or submitted at or prior to the meeting. WHEREAS, based on the forgoing evidence, the Cultural Resources Preservation Committee finds that: 1. A request for Historic Landmark Designation for 72806 Bursera Way was made on April 28, 2022, to designate as a historical landmark. 2. Notice of the August 30, 2022, Cultural Resources Preservation Committee meeting was posted in The Desert Sun and at City Hall on June 09, 2022. 3. Notice of the August 30, 2022, Cultural Resources Preservation Committee was provided to the affected property owner as shown on the latest Riverside County assessment role. The owner was notified by first-class mail. 4. Notice of the Cultural Resources Preservation Committee meeting included the notice requirements set forth in California Environmental Quality Act (CEQA). WHEREAS, based on the Landmark Designation criteria contained in Chapter 29.40 Landmarks of the PDMC, the Cultural Resources Preservation Committee concluded the following: 1. Palm Desert’s character and history are reflected in its cultural, historical, and architectural heritage. 2. Palm Desert’s historical foundations should be preserved as living parts of the community life and development in order to foster an understanding of the City’s past so that future generations may have a genuine opportunity to appreciate, Item 3B-3 RESOLUTION NO. 2022- Page 2 of 4 enjoy, and understand Palm Deserts’ heritage. 3. The Cultural Resources Preservation Committee has reviewed this site and determined it to be historically significant and could contribute to the economic and cultural revival of the City. WHEREAS, in view of all the evidence and based on the forgoing designation criterion, the Cultural Resources Preservation Committee concluded the following findings: 1. The Charles E. Du Bois residence (1965) at 72806 Bursera Way is part of The Purple Hills Estates, which were constructed in the early 1960s. Unlike most homes built in Palm Desert in the 1950s and 1960s, the Purple Hills Estates homes were “tract” homes designed with a custom appearance. Designed by Charles E. Du Bois, these styles of homes epitomized the unique architecture and classic look of the early Palm Desert. 2. The exteriors vary from ranch to French Second Empire and Greek Revisal to mid-century modern. The uniqueness can be seen in 47 homes in Palm Desert where, Charles E. Du Bois left an indelible mark in architecture. The property at 72806 Bursera Way represents this style in the original inspired form and is worthy of the designation. 3. This residence meets the following designation criterion as contained in the City’s Cultural Resources Ordinance and is hereby worthy of preservation and designation as a Local Historic Landmark: A. Exemplifies or reflects special elements of cultural, social, economic, political, aesthetic, engineering, architectural, or natural history. B. Embodies distinctive characteristics of a style, type, period, or method of construction, or is a valuable example of the use of indigenous materials or craftsmanship. C. Represents the work of a master builder, designer, or architect. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Palm Desert, California, as follows: SECTION 1. That the foregoing Recitals are true and correct and are incorporated herein by this reference. SECTION 2. That Section 29.40.90 of the PDMC requires that the City Council pass a resolution designating a landmark based upon facts and findings on the criteria outlined in Chapter 29.40 Landmarks. Item 3B-4 RESOLUTION NO. 2022- Page 3 of 4 SECTION 3. Based upon the foregoing findings and facts incorporated herein, the property located at 72806 Bursera Way (APN 628-102-012), is hereby designated as a local historic landmark. ADOPTED ON , 20 . JAN C. HARNIK MAYOR ATTEST: ANTHONY J. MEJIA CITY CLERK Item 3B-5 RESOLUTION NO. 2022- Page 4 of 4 I, Anthony J. Mejia, City Clerk of the City of Palm Desert, hereby certify that Resolution No. 2022-__ is a full, true, and correct copy, and was duly adopted at a regular meeting of the City Council of the City of Palm Desert on _______________________, by the following vote: AYES: NOES: ABSENT: ABSTAIN: RECUSED: IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the City of Palm Desert, California, on ______________, 20__. ANTHONY J. MEJIA CITY CLERK Item 3B-6 ORDINANCE NO. 1168 AN ORDINANCE OF THE CITY OF PALM DESERT, CALIFORNIA, RESCINDING ITS ORDINANCE NO. 401 AND PROVIDING FOR THE DESIGNATION AND PRESERVATION OF HISTORIC SITES AND DISTRICTS, CREATING A CULTURAL RESOURCES PRESERVATION COMMITTEE, REQUIRING CERTAIN CONSTRUCTION AND ALTERATIONS TO BE APPROVED BY THE CULTURAL RESOURCES PRESERVATION COMMITTEE, AND PROVIDING PENALTIES FOR VIOLATION WHEREAS, The Department of Building and Safety recommends that the purpose of this chapter is to promote the public health, safety, and general welfare by providing for the identification, designation, protection, enhancement, perpetuation and use of cultural resources that reflect themes important in the city's history. NOW THEREFORE, The City Council of the City of Palm Desert, California, does hereby ordain as follows: Title 29 CULTURAL RESOURCES Chapters: 29.10 PURPOSE 29.20 DEFINITIONS 29.30 CULTURAL RESOURCES PRESERVATION COMMITTEE 29.40 LANDMARKS 29.50 HISTORIC DISTRICTS 29.60 CERTIFICATE OF APPROPRIATENESS PROCESS 29.70 PRESERVATION INCENTIVES 29.80 ENFORCEMENT AND PENALTIES 29.90 SEVERABILITY Item 3B-7 ORDINANCE NO. 1168 Chapter 29.10 PURPOSE 29.10 Purpose. The purpose of this chapter is to promote the public health, safety, and general welfare by providing for the identification, designation, protection, enhancement, perpetuation and use of cultural resources that reflect themes important in the city's history and to: A. Foster civic and neighborhood pride and a sense of identity; B. Safeguard and enhance the City's cultural, historic and architectural heritage; C. Encourage and promote public knowledge, understanding and appreciation of the City's past and its unique sense of place; D. Promote private and public stewardship and use of cultural resources for the education, enrichment and general welfare of the people; E. Protect and enhance the city's attractions to residents, tourists and others, thereby stimulating business and industry; F. Stabilize and enhance property values and increase the economic benefits of cultural resources preservation to the city and its residents; G. Promote public awareness of the value of rehabilitation, adaptive reuse, restoration, and maintenance of cultural resources as a means to conserve reusable material and energy resources; H. Identify and resolve conflicts between the preservation of cultural resources and alternative land uses; I. Encourage new development that will be aesthetically compatible with existing cultural resources; and J. Implement the cultural resources goals and policies of the General Plan. Page 2 of 27 Item 3B-8 ORDINANCE NO. 1168 Chapter 29. 20 DEFINITIONS 29.20 Definitions. For the purposes of this title, the following words and phrases shall have the meanings respectively ascribed to them by this section: Administrator" means the Cultural Resources Administrator who is the person selected by the Palm Desert City Manager or his or her designee to administer Cultural Resources program, provide professional support to the Committee, and manage the Certificate of Appropriateness processes. Alteration" means any change or modification, through public or private action, to the character -defining or significant physical features of cultural resources affected by this title. In the case of cultural resources that are buildings or structures, "alteration" shall include changes to the exterior unless otherwise designated per the designating resolution or per the requirements of the Secretary of Interior's Standards for the Treatment of Historic Properties. Archaeology" means the study of humanity's past, primarily through the study of the material (physical) remains of past human activity. California Environmental Quality Act (CEQA)" means the statutory requirements contained in Division 13, commencing with Section 21000 of the California Public Resources Code and the state environmental guidelines adopted by the Secretary of Resources and incorporated into the California Code of Regulations, Title 14, Section 15000 et seq. California Register of Historical Resources" is a listing of archaeological and historic resources that meet the criteria for designation in the Register and have been so designated. Certificate of Appropriateness" means a certificate issued by the Administrator approving plans, specifications, and/or statements of work, involving any proposed alteration, restoration, rehabilitation, construction, removal, demolition, or relocation, in whole or in part, of or to: A. any cultural resource listed in the Register; or B. demolition or relocation of any cultural resource that: 1. is 50 years of age or older and not listed in the Inventory; or 2. is a visually prominent feature in the community; or 3. embodies the distinctive characteristics of a type, period, or method of construction, or that represents the work of a master, or that possesses high artistic values, or that represents a significant and distinguishable entity whose components may lack individual distinction. Page 3 of 27 Item 3B-9 ORDINANCE NO. 1168 Certified Local Government (CLG)" means a local government certified under federal law by the California State Office of Historic Preservation for the purpose of more direct participation in Federal and State historic preservation programs. Certified survey" means a survey that the Administrator or Committee has reviewed and concurred with and has thereby certified. Resources with certified survey findings shall be included in the Inventory. Certified surveys shall be submitted to the Eastern Information Center (EIC). Character defining features" means the following natural or manmade elements of a cultural resource or historic district: design and general arrangement or components of an improvement(s), including but not limited to, site placement, height, scale, and setback; the kind, color, and texture of the building materials; street design, including street lights, parkway landscaping, and sidewalks; and the type and style of all windows, doors, lights, signs, and other fixtures appurtenant to such improvement(s). Committee" means the Cultural Resources Preservation Committee. Contributing cultural resource to a historic district" means a building, site, structure, place, improvement, street, streetlight, curb, sidewalk, street tree, parkway landscaping, street furniture, sign, work of art, natural feature, significant tree, or object that dates to the period of significance, retains integrity, and adds to the historic architectural qualities, historic associations, or archaeological values for which the district is significant. Cultural resource" means a building, site, structure, place, improvement, street, streetlight, curb, sidewalk, City -designated heritage tree, parkway landscaping, street furniture, sign, work of art, natural feature, or object, which may be of historic or archaeological significance. Design guidelines" means the principles contained in a document approved by the Administrator or Committee, which illustrate appropriate and inappropriate methods of preservation, rehabilitation, restoration, alteration, and new construction. Designated cultural resource" means any cultural resource that has been designated as a landmark or any collection of cultural resources that have been designated as a historic district pursuant to this Title or are listed in the National Register of Historic Places or the California Register of Historical Resources or is a California Historical Landmark, a California Point of Historical Interest, or a Riverside County Historical Landmark. Page 4 of 27 Item 3B-10 ORDINANCE NO. 1168 Determined eligible" means any cultural resource which, in the past five years, has been surveyed and recorded on the approved State Department of Parks and Recreation (DPR) survey forms and has been determined eligible for designation at the Local, Regional, State, or Federal level and certified as such by the Administrator, Committee, or the California State Historic Preservation Officer. Good repair" means that level of maintenance and repair, which clearly furthers the continued availability of a cultural resource for lawful reasonable uses and prevents deterioration, dilapidation and decay of such resource. Historical Building Code" means that certain building code contained in the California Code of Regulations, Title 24, Part 8, adopted as part of the California Building Code. Historic Geographic District" A geographic district means any geographic area that possesses a concentration, linkage, or continuity of historic or cultural resources of which fifty percent or more of the total retain integrity and which have been designated as a historic district by the City Council or is listed in a County, State, or Federal register. Historic Thematic District" A thematic district means a group of cultural resources that are not geographically linked, but share a common association with a broad unifying theme, trend, or pattern or that share an architectural style or building type and have been designated as a historic district by the City Council or is listed in a county, state, or federal register. Improvement" means any building, structure, place, wall, fence, gate, landscaping, tree, work of art, or other object constituting a physical feature of real property or any part of such feature, which is not a natural feature. In kind" means the replacement of deteriorated features with new features that match the material, composition, design, color, texture, and other visual qualities of the original feature. Integrity" means the ability of a cultural resource to convey its significance. To retain integrity a cultural resource must retain most of the aspects that closely relate to the resource's significance, including location, design, setting, materials, workmanship, feeling, and association. Inventory" means the Palm Desert Inventory, which is a list established and maintained by the City that includes all of the cultural resources in the City that have been surveyed, including resources that are listed in the Palm Desert Register, National Register of Historic Places or the California Register of Historical Resources or are California Historical Landmarks, California Points of Historical Interest, or Riverside County Historical Landmarks. Page 5 of 27 Item 3B-11 ORDINANCE NO. 1168 Landmark" means any cultural resource representative of the historical, archaeological, cultural, architectural, community, aesthetic or artistic heritage of the City -- that is designated pursuant to this Title or is a designated National Historic Landmark, California Historical Landmark or Riverside County Historical Landmark. Moratorium" means a suspension of an ongoing or planned development activity. National Register of Historic Places" means the Nation's official list of cultural resources that meet the criteria for designation in the National Register and have been so designated. The National Register is administered by the National Park Service, which is part of the U.S. Department of the Interior. Natural feature" means any tree, plant life, habitat, geographical or geological site or feature. Noncontributing feature to a historic district" means a feature, such as a building, structure, sign, site, tree, landscape, or other object that does not add to the historic architectural qualities, historic associations, or archaeological features for which a historic district is significant because the feature was not present during the district's period of historic significance or no longer possesses integrity. Object" means any material thing of functional, aesthetic, cultural, symbolic, or scientific value. Period of significance" means a chronological period of time that relates to the themes represented in the historic context. Preservation" means the identification, study, protection, restoration, rehabilitation, and/or acquisition of cultural resources. Register" means the Palm Desert Register, which is a list established and maintained by the City that includes all of the cultural resources in the City that have been registered eligible or designated as landmarks, designated as contributors or non - contributors to historic districts, or are registered in the National Register of Historic Places or the California Register of Historical Resources or are California Historical Landmarks, California Points of Historical Interest, or Riverside County Historical Landmarks. Registered eligible cultural resource" means a cultural resource that has been determined eligible for designation by a certified survey and for which the property owner has given written consent to be included in the Palm Desert Register. Substantial adverse change" means any demolition, destruction, relocation, or alteration activities that would impair the significance of a cultural resource. Page 6 of 27 Item 3B-12 ORDINANCE NO. 1168 Survey" means a systematic and standardized process for identifying and gathering data on the community's cultural resources for the purpose of evaluating the resources per Local, State, and/or Federal criteria. The Secretary of Interior's Standards for the Treatment of Historic Properties" means the guidelines prepared by the National Park Service for Preserving, Rehabilitating, Restoring, and Reconstructing Historic Buildings and the standards for historic preservation projects prepared by the National Park Service with the most current Guidelines for Applying the Standards. Chapter 29.30 CULTURAL RESOURCES PRESERVATION COMMITTEE 29.30.010 Created. There is hereby created by the City of Palm Desert a Cultural Resources Preservation Committee, consisting of seven members who shall be appointed by the City Council. 29.30.020 Members. No less than four members are encouraged to be appointed from individuals that have knowledge in the fields or disciplines of architecture, history, architectural history, planning, pre -historic or historic archaeology, folklore, cultural anthropology, curator, conservation, and landscape architecture, or related disciplines, such as urban planning, American studies, American civilization, or cultural geography to the extent that such professionals are available in the community. Residency within the city limits of Palm Desert shall be a requirement for appointment to the committee except in cases where the city council deems it appropriate to appoint a nonresident with specific expertise in preservation of cultural resources. 29.30.030 Term of Office. The term of office for each member is four years and shall otherwise be subject to the terms of appointment pursuant to Section 2.34.010(A). The original appointment of the members, determined by lot, shall be as follows: two (2) for two yt;ars, two (2) for three years, and three (3) for four years. 29.30.040 Meetings. The Administrator shall establish the time and place of its meetings and post it accordingly. Meetings will be held monthly or as needed, provided there is business to conduct. Page 7 of 27 Item 3B-13 ORDINANCE NO. 1168 29.30.050 Rules and Regulations. The Committee shall make and adopt rules and regulations for the conduct of its business. The rules and regulations shall include a provision requiring the Committee to select a chairperson and vice -chairperson from its membership during the first quarter of the calendar year. The chairperson and vice -chairperson shall serve a term of one year or until a successor is selected. A quorum shall be required for the Committee to hear, discuss, or deliberate on any item within their subject matter jurisdiction. Four voting members shall constitute a quorum. The Committee shall act by a majority vote of the quorum. The Committee shall be subject to, and shall comply with, the requirements of the Brown Act. 29.30.060 Secretary. The Administrator or designee shall serve as secretary. The secretary shall keep minutes of each meeting, record the official actions taken, and perform other duties as the Committee assigns. 29.30.070 Records. The Administrator shall keep a record of its resolutions, proceedings, and transactions. 29.30.080 Powers and duties. 1. The powers and duties of the Administrator are in addition to those of the Committee and are subject to Section 29.30.080(3) as follows: A. Conduct or cause to be conducted a comprehensive survey to identify cultural resources. B. Compile, maintain and publish an up-to-date inventory of all cultural resources with certified survey findings; C. Compile, maintain and publish a Register to include designated and register eligible cultural resources; D. Approve, conditionally approve, or deny Certificate of Appropriateness applications that are pursuant to Chapter 29.60. E. Make recommendations to the City Council regarding the adoption of cultural resources preservation incentives including, but not be limited to economic and tax incentives, conservation easements, preservation easements, acquisition or sale of property, development rights, fee adjustments and land use, zoning, development restrictions. F. Make recommendations to the City Council for enforcement and penalties concerning matters covered in this title; G. Ensure that cultural resources preservation is coordinated with other City departments and agencies; Page 8 of 27 Item 3B-14 ORDINANCE NO. 1168 2. The powers and duties of the Committee are subject to Section 29. 30.080(3) as follows: A. Certify survey findings at an agendized public meeting or authorize the Administrator to certify survey findings administratively through a specific findings process designated by the City Council. B. Adopt and make available designation applications and review procedures by which cultural resources may be designated as landmarks or historic districts. C. Recommend to the City Council the inclusion or deletion of landmarks and historic districts in the Register pursuant to the regulations of this title; D. Encourage and foster public participation in the cultural resources survey and designation processes; E. Seek means and resources to appropriately identify landmarks and historic districts with permanent City approved plaques and signs; F. Initiate and prepare nominations of eligible City -owned cultural resources to Local, State and National registers; G. Adopt standards including design guidelines to be used by the Committee and the Administrator in reviewing Certificate of Appropriateness applications. H. Encourage cooperation between public and private cultural resources preservation organizations and groups including the Historical Society of Palm Desert, the Eastern Information Center at the University of California, Riverside, and other organizations in Coachella Valley communities. I. Make recommendations to the City Council regarding the adoption of cultural resources preservation incentives including, but not be limited to economic and tax incentives, conservation easements, preservation easements, acquisition or sale of property, development rights, fee adjustments and land use, zoning, and development restrictions. J. Review and make recommendations to City Council on applications to participate in local cultural resources preservation incentives programs established to effectuate the purposes of this title. K. Seek out information and advise City Council on the use of various Local, State, Federal or private sources and mechanisms available to promote cultural resources preservation; L. As part of the City's CEQA review procedures if referred by City, identify and advise appropriate City departments and governmental entities of known cultural resources; assess and advise the City Council whether any proposed project would have an adverse effect on the significance of such cultural resources; and recommend to the City Council appropriate action in compliance with the city's adopted CEQA procedures; M. Evaluate and comment on proposals and environmental reviews that affect cultural resources in the City and are pending before public agencies other than the City of Palm Desert; Page 9 of 27 Item 3B-15 ORDINANCE NO. 1168 N. Prepare and adopt plans including design guidelines for the preservation of cultural resources; --. O. Review and make recommendations on zoning and general plan amendments for the purpose of preserving cultural resources; P. Develop and conduct public information, educational and interpretive programs pertaining to cultural resources preservation and provide for public participation in all aspects of the City's cultural resources preservation program; Q. Assume whatever responsibilities and duties may be assigned to the Committee by the City Council under the Certified Local Government provisions, of the National Historic Preservation Act of 1966 as amended; R. Perform any other functions that may be designated by resolution or motion of the City Council. 3. Any designation or certified survey of property shall require written consent of the owner of the property. Chapter 29.40 LANDMARKS 29.40.010 Landmark designation criteria. A cultural resource may be designated as a landmark by the City Council if, with written consent of property owner, after completion of a certified survey and upon the recommendation of the Committee, it is determined that it retains integrity as defined in Chapter 29.20 and at a Local, State, Regional, or National level: A. Is associated with an event or events that have made a significant contribution to broad patterns of history; or B. Is associated with the lives of persons significant in the past; or C. Embodies distinctive characteristics, or is one of the few remaining examples of a style, type, period or method of construction or possesses high artistic value; or D. Represents the work of a master builder, designer or architect; or E. Is an archaeological, paleontological, botanical, geological, topographical, ecological, or geographical resource that has yielded or has the potential to yield important information in history or prehistory; or F. Reflects distinctive examples of community planning or significant development patterns, including those associated with different eras of settlement and growth, agriculture, or transportation. 29.40.020 Registered eligible cultural resources. Based on a certified survey and using the criteria listed in Section 29.40.010, the Administrator or Committee, with the property owner's consent, may at any time request to place a cultural resource that has been determined eligible for designation as a landmark on the Register. Register eligible cultural resources shall be subject to all Page 10 of 27 Item 3B-16 ORDINANCE NO. 1168 applicable requirements of this title and the property owner shall be so notified by mail. A cultural resource determined eligible for designation as a landmark that does not receive written consent from the property owner to be placed on the Register, shall be placed on the Inventory only and shall not be subject to the requirements of this title. All cultural resources listed in the Register, as well as those determined eligible for designation and listed in the Inventory are subject to the requirements of CEQA. 29.40.030 Landmark designation initiation. The designation of a landmark may be initiated by any person, organization or entity, but may only be acted upon with written consent of the property owner. If property owner consent is not obtained, the application shall be deemed incomplete and will not be processed. Application shall be made upon such forms and accompanied by such data and information as may be required for that purpose by the Committee to assure the fullest practical presentation of the facts for proper consideration of the request. The survey certification and landmark designation processes may be completed concurrently. 29.40.040 Landmark designation hearing date. Upon the filing of a complete application, the matter shall be set for public hearing before the Committee. The date of such hearing shall be not more than sixty (60) days from the date of filing of the complete application. Time periods shall be extended when necessary to comply with the provisions of the California Environmental Quality Act CEQA). 29.40.050 Landmark designation investigation. To provide the necessary information to assure Committee action consistent with the intent and purpose of this title, an investigation of the facts bearing on a landmark application set for hearing shall be made by the Administrator. Page 11 of 27 Item 3B-17 ORDINANCE NO. 1168 29.40.060 Landmark designation hearing notice. At least ten (10) days prior to the hearing before the Committee notice of the date, time, place and purpose of the hearing shall be given by: A. publishing at least one notice in a newspaper with general circulation in the City; and B. mailing the same or similar notice to: 1. the applicant and owner(s) of the subject property; and 2. property owners within a 300-foot radius of the subject property. The last known name and address of each owner may be used for this notification. Failure to send any notice by mail to any property owner where the address of such owner is not a matter of public record or the non -receipt of any notice mailed pursuant to this section shall not invalidate any proceedings in connection with the proposed designation. 29.40.070 Landmark designation hearing. A public hearing shall be conducted before the Committee at the time and place indicated in the required notices. The Committee may continue such hearing to a specific time and place when such action is deemed necessary or desirable but no longer than 60 days from the original hearing date or to such time that is approved by the applicant. 29.40.080 Landmark designation process. The Committee may recommend to the City Council approval or denial of the designation of a landmark based on the criteria set forth in Section 29. 40.010 of this title and the facts presented in connection with the application. The City Council shall review the matter at a public hearing. If the City Council approves the Committee's recommendation for designation, it shall find that the purpose of this title is maintained by such designation. The provisions of this title regulating landmarks shall be effective from the date of the initial recommendation by the Committee on the landmark application and shall become final only after City Council's action. 29.40.090 Landmark designation resolution. A landmark shall be designated by a resolution passed by the City Council, which provides facts and findings based on the criteria for designation as set forth in this chapter. Page 12 of 27 Item 3B-18 ORDINANCE NO. 1168 29.40.100 Listing of Landmark designation. The Inventory and the Register shall be updated by the Administrator to include the property as a designated landmark. Whenever any project to be carried out by the City may have an impact on a designated landmark, reasonable notice shall be given to the Committee by the City department(s) or division(s) responsible for the project, so that the Committee may review and make recommendations concerning the project early in the decision making process in accordance with the provisions of this title. Such review and recommendation shall be accomplished within 30 days of such notice. 29. 40.110 Notice of Landmark designation. The property owner(s) shall receive a copy of the resolution establishing the landmark designation and a letter explaining the designation and stating that the landmark is now subject to all applicable requirements of this title. The City Clerk shall record all designating resolutions in the office of the Riverside County Recorder. A Covenant and Agreement shall be recorded with the Riverside County Recorder that states that the property is a designated landmark and is subject to all applicable provisions of Title 29. 29.40.120 Landmark plaque The City shall designate a plaque to the property owner(s) that describes the significance of the designated landmark. A Covenant and Agreement shall be signed by the City and the property owner to ensure that the plaque will be prominently displayed in perpetuity at the site of the landmark or returned to the Administrator if the landmark designation is repealed. This document shall be recorded in the office of the Riverside County Recorder. 29.40.130 Repeal. The repeal of a determination of eligibility or designation may be initiated by any person, organization or entity. If the cultural resource no longer meets the designation criteria, or the property owner requests the designation be removed, the City Council shall consider a repeal of a previously approved determination of eligibility or landmark designation in the same manner provided by this chapter for the determination or designation. If the determination of eligibility or the landmark designation is repealed, the Inventory and the Register shall be updated accordingly and the landmark plaque shall be returned to the Administrator. As a condition of removal, the City Council may require repayment of any preservation benefits awarded the owner of the resource under section 29.70 Page 13 of 27 Item 3B-19 ORDINANCE NO. 1168 Chapter 29.50 HISTORIC DISTRICTS -- 29.50.010 Historic District designation criteria. A historic district, either geographic or thematic, as defined in Chapter 29.20 with the written consent of the property owner may be designated as such by the City Council upon the recommendation of the Committee if, after completion of a survey, it is determined that the district represents a significant and distinguishable entity that at the Local, State, Regional, or National level: A. Exemplifies or reflects special elements of cultural, social, economic, political, aesthetic, engineering, architectural, or natural history; or B. Is identified with persons or events significant in history; or C. Embodies distinctive characteristics of a style, type, period, or method of construction, or is a valuable example of the use of indigenous materials or craftsmanship; or D. Represents the work of master builders, designers, or architects; or E. Reflects distinctive examples of community planning or significant development patterns, including those associated with different eras of settlement and growth, agricultural, or transportation; or F. Conveys a sense of historic and architectural cohesiveness through its design, setting, materials, workmanship or associations; or G. Is an archaeological, paleontological, botanical, geological, topographical, ecological, or geographical resource that has yielded or has the potential to yield important information in history or pre -history. 29.50.020 Historic District designation initiation. The request for designation of any historic district may be initiated by any person, organization or entity. Application shall be made upon such forms and accompanied by such data and information as may be required for that purpose by the Committee to assure the fullest practical presentation of the facts for proper consideration of the request. The process outlined in Section 29.50.030, shall be completed prior to formal initiation of the designation process. The written consent of the property owner must be obtained prior to any action by the Committee. If such consent is not obtained, the application will be deemed incomplete and will not be processed. 29.50.030 Public participation in the designation of Historic Districts. Any person, organization, or entity may request that a geographic area or thematic grouping of cultural resources be evaluated for designation as a historic district. However, prior to initiation of the formal designation process, a survey as defined in Chapter 29.20 must be completed and certified and the following efforts to encourage public participation must be undertaken. Page 14 of 27 Item 3B-20 ORDINANCE NO. 1168 A. Upon completion of a survey: 1. a subcommittee of the Committee shall be established to review the survey findings and work with staff and the public during the designation process; and 2. a notice shall be mailed to all property owners and residents within the preliminary district boundaries: a. advising that the City is considering designating a historic district; b. briefly explaining the designation process and stating that properties within a designated district will be subject to all applicable regulations within this title; and c. inviting the public to a workshop at a specific date, time, and location. B. The Committee's subcommittee along with the Administrator shall present at least one public workshop, which shall include the following: 1. an explanation of the designation process; 2. a description of the benefits to and obligations of residents and owners of property within the proposed district; 3. an explanation of any regulations, especially maintenance and design guidelines, to be adopted in conjunction with the designation; and 4. a request for volunteers to participate on a citizen's advisory committee that will assist with issues such as district boundaries, design guidelines, and district signage. C. The Committee's subcommittee and staff shall meet with the citizen's advisory committee at least once to receive their input regarding the aforementioned issues and any others that may be appropriate for discussion. Notice shall be given as set forth in Section 29.50.060. D. Prior to initiating the formal designation process, the Committee's subcommittee and staff may hold another public workshop. All residents and owners of property within the proposed district boundaries shall be notified by regular mail of each workshop at least ten (10) days prior to said workshop. E. When these procedures have been completed, the survey certification and historic district designation processes shall be initiated. These processes may be completed concurrently. 29.50.040 Historic District designation hearing date. The matter shall be set for public hearing before the Committee at a date not more than sixty (60) days from the filing of a complete application and the completion of the process outlined in Section 29.50.030. Time periods shall be extended when necessary to comply with the provisions of the California Environmental Quality Act (CEQA). Page 15 of 27 Item 3B-21 ORDINANCE NO. 1168 29.50.050 Historic District designation investigation. To provide the necessary information to assure Committee action consistent with the intent and purpose of this title, an investigation of the facts bearing on a historic district application set for hearing shall be made by the Administrator. 29.50.060 Historic District designation hearing notice. At least ten (10) days prior to the hearing before the Committee, notice of the date, time, place and purpose of the hearing shall be given by: A. publishing at least one notice in a newspaper with general circulation in the City; and B. by mailing the same or similar notice to the applicant(s), owners, and residents of all the properties being considered for inclusion in a historic district and to all property owners within 300 ft. radius of the subject property. The last known name and address of each owner may be used for this notification. Failure to send any notice by mail to any property owner where the address of such owner is not a matter of public record or the non -receipt of any notice mailed pursuant to this section shall not invalidate any proceedings in connection with the proposed designation. 29.50.070 Historic District designation hearing. 1 _, A public hearing shall be conducted before the Committee at the time and place indicated in the notices. The Committee may continue such hearing to a specific time and place when such action is deemed necessary or desirable but no longer than 60 days from the original hearing date. 29.50.080 Historic District designation process. The City Council upon the recommendation of the Committee may recommend the approval or denial of the historic district designation in whole or in part based on the criteria set forth in Section 29.50.010 of this title and the facts presented in connection with the application. The City Council shall review the matter at a public hearing. The provisions of this title regulating historic districts shall be effective from the date of the initial recommendation on the historic district application and shall become final only after City Council action. 29.50.90 Historic District designation resolution. A historic district shall be designated by a resolution passed and adopted by the City Council, which provides facts and findings based on the criteria for designation as set forth in this chapter. Page 16 of 27 Item 3B-22 ORDINANCE NO. 1168 29.50.100 Historic District overlay zone. Concurrent with the application for district designation or upon adoption of the historic district resolution by the City Council, the Planning Department may initiate a rezoning case to apply the HD -Historic District overlay zone to the properties within the district. This process shall follow the requirements outlined in Title 25 of the City of Palm Desert Municipal Code. 29.50.110 Notice of Historic District designation. The Administrator will update the Inventory and the Register to include the district and all contributing cultural resources and non-contributing features to the district. The City's zoning map may be updated to show the HD -Historic District overlay zone on all properties within the district. Whenever a project is to be carried out by the City in a designated historic district, a description of the proposed project shall be given to the Administrator by the City department or division responsible for the project so that the Administrator and/or Committee may review and make recommendations on the project early in the decision making process in accordance with the provisions of this title. 29.50.120 Repeal. The repeal or modification of a historic district designation may be initiated by any person, organization or entity. The City Council with the recommendation of the Committee may consider amendments to or the repeal of a historic district that has been designated in the same manner provided by this chapter for the designation, with the exception of Section 29.50.030. A. The designation may be repealed if the majority of cultural resources no longer meets the designation criteria. B. The district may be amended to: 1. Include additional cultural resources that meet the designation criteria and have been determined to contribute to the district and, when appropriate, the district boundaries may be amended to reflect this; or 2. Eliminate individual cultural resources within the district that no longer meet the designation criteria due to alterations or other conditions resulting in a loss of integrity. Those resources may be determined not to contribute to the district and, when appropriate, the district boundaries may be amended to reflect this. In the event that the designation is repealed or the district is amended, the Inventory, Register, and zoning map shall be updated accordingly. In addition, the Planning Department shall initiate a rezoning case to remove the HD -Historic District overlay zoning from any properties that are removed from a historic district. Page 17 of 27 Item 3B-23 ORDINANCE NO. 1168 Chapter 29.60 CERTIFICATE OF APPROPRIATENESS PROCESS 29.60.010 Certificate of appropriateness required. A. A Certificate of Appropriateness must be issued by the Administrator, or by the City Council on appeal, before any person, organization, or entity: 1. restores, rehabilitates, remodels, alters, constructs, relocates, demolishes, or changes the appearance of any cultural resource listed in the Register; or 2. demolishes or relocates any cultural resource that: a. is 50 years of age or older and not listed in the Inventory; or b. is a visually prominent feature in the community; or c. was designed by a master architect. B. Nothing in this chapter shall prevent ordinary maintenance or repair of any exterior architectural feature of a cultural resource if the proposed work does not involve a change in style, design, materials or external appearance and a permit is not required under the existing building provisions of the California Building Code. C. Nothing in this chapter shall prevent the construction, alteration, repair, restoration, stabilization or demolition of a historic structure if the Building Official has determined the cultural resource creates an unsafe or dangerous condition that constitutes an imminent threat as defined in the California Building Code, and the proposed action is necessary to mitigate the unsafe or dangerous condition. In such event no Certificate of Appropriateness shall be required. However, the Building Official shall make all reasonable efforts to determine if there are feasible alternatives to the proposed action that will adequately protect the public health and safety. D. The following types of projects shall be reviewed for a Certificate of Appropriateness by the Administrator: 1. In -kind replacement of historically correct architectural features or building elements, including windows, doors, exterior siding, porches, cornices, balustrades, stairs, and the like, that are deteriorated, damaged beyond restoration, or were previously removed. 2. Replacement or repair of roof covering material provided that the re -roofing material has a similar appearance to the original roofing material and the existing roofing material is infeasible to repair. 3. One-story, residential room additions, excluding attached garages, that are no more than 25% of the size of the existing main residence with limited or no visibility from public rights -of -way. 4. Fences and walls. 5. Awnings and signs. 6. Removal or alteration of landscape features, such as walkways, planter ^ walls, fountains, and in certain circumstances mature foliage, that contribute Page 18 of 27 Item 3B-24 ORDINANCE NO. 1168 to the historic character of the property, but are not designated or listed as a contributing feature to a historic district. 7. Installation or removal of mechanical equipment, including but not limited to heating, air conditioning and ventilation, water heaters, satellite dishes and electrical and plumbing improvements which are not visible from the public right of way. 8. Installation of fire protection systems that are not visible from the public right of way. 9. Paving for driveways, walkways and/or patios, and the addition of or alterations to driveway approaches. 10. Exterior painting. Surfaces allowed to be painted include only those that were originally intended to be painted unless it is unsafe to the health and welfare of humans. 11. Exterior lighting. 12. Demolition or removal of non-contributing or inappropriate features of a cultural resource, including additions, garages and accessory structures. 13. Demolition of a one-story, detached single -car garage and construction of a new one-story, detached garage that is architecturally compatible with the existing residence and does not exceed the square -footage of the original garage by more than 200%. 14. Any other project determined by the Administrator to be minor that does not materially alter significant features of cultural resources or have an adverse affect on the significance of cultural resources or historic districts. E. At the discretion of the Administrator, projects shall be subject to review and action by the Committee. F. The requirements of this Chapter are in addition to all other applicable City requirements. 29.60.020 Referral to the Committee The Administrator may refer a Certificate of Appropriateness application to the Committee when he or she believes the importance of the cultural resource or the discrepancies between the proposal and the findings and standards of this Chapter justify public review. Any such referral shall be made within ten (10) days of the acceptance of a complete application by the Administrator and shall be placed on the next available Committee meeting agenda. Time periods shall be extended when necessary to comply with the provisions of the California Environmental Quality Act CEQA). A. Notice and Hearing for Certificate of Appropriateness. 1. Hearing. Upon the filing of a complete application, the matter shall be set for public hearing before the Committee. The date of such hearing shall be not more than thirty (30) days from the date of filing the complete application. 2. Hearing Notice. At least ten (10) days prior to the hearing before the Committee, notice of the date, time, place and purpose of the hearing Page 19 of 27 Item 3B-25 ORDINANCE NO. 1168 shall be given by: a. publishing at least one notice in a newspaper with general circulation in the City; and b. mailing the same or similar notice to: i. the project applicant and owner(s) of the subject property; and ii. property owners within a 300-foot radius of the subject property. The last known name and address of each owner may be used for this notification. Failure to send any notice by mail to any property owner where the address of such owner is not a matter of public record or the non -receipt of any notice mailed pursuant to this section shall not invalidate any proceedings in connection with the proposed designation. 3. Compliance with CEQA time periods shall be extended when necessary to comply with the provisions of the California Environmental Quality Act (CEQA). 29.60.030 Application. The Certificate of Appropriateness application shall be made on such forms and accompanied by such data and information as may be required for that purpose by the Administrator or Committee to assure the fullest practical presentation of the facts for proper consideration of the request. Applications shall include: A. Plans and specifications showing the design, materials, colors, landscaping, and other details relating to the proposed project; B. The relationship of the proposed project to the surrounding environs, where applicable; C. The relationship of proposed new construction in a historic district to the existing scale, massing, architectural style, site and streetscape, landscaping, and/or signage; D. Current photographs of the property; and E. Any other information determined to be necessary for review of the proposed project. 29.60.040 Review of alterations. Pursuant to this chapter, the Committee or Administrator may approve, conditionally approval, or deny an application for a Certificate of Appropriateness. 29.60.050 Procedures for designated cultural resources. The Administrator or Committee shall review and act on projects affecting landmarks and contributing and non-contributing features within a historic district. Page 20 of 27 Item 3B-26 ORDINANCE NO. 1168 29.60.060 Procedures for registered eligible cultural resources. Registered eligible cultural resources shall be subject to review by the Administrator or Committee pursuant to this chapter. 29.60.070 Procedures for demolition or relocation. Applications for demolition or relocation of cultural resources meeting the criteria listed in: A. Section 29.60.010(A) (1) must complete the Certificate of Appropriateness process pursuant to Chapter 29.60. The Administrator or the Committee may approve, conditionally approve, or deny the application for demolition or relocation. The decision of the Administrator or the Committee may be appealed to the City Council pursuant to the procedures outlined in Section 29.60.130. B. Section 29.60.010(A)(2), shall be referred to the Administrator for a period not to exceed thirty (30) days, during which the necessary research will be completed to determine whether or not the cultural resource is eligible for designation. This research may be completed by either the Administrator. If the cultural resource is determined eligible for designation, the time limit shall be extended to allow for completion of the Certificate of Appropriateness process. The Committee may approve, conditionally approve, or delay the application for demolition or relocation for up to sixty (60) calendar days. The decision of the Committee may be appealed to the City Council pursuant to the procedures outlined in Section 29.60.130. 29.60.080 Standards of design review. The Administrator or Committee shall apply and consider the following when reviewing a project pursuant to this chapter: A. The Secretary of the Interior's Standards for the Treatment of Historic Properties summarized as follows: 1. The anticipated use for the property remains that for which it was originally intended or requires minimal alteration for the proposed reuse. 2. The distinguishing original qualities or character of a cultural resource or historic district and its environment shall not be compromised. The removal or alteration of any historic material or distinctive features should be avoided when possible. 3. All cultural resources shall be recognized as products of their own time. Alterations that have no historical basis and which seek to recreate an earlier appearance shall be discouraged. 4. Certain alterations which may have taken place in the course of time are potentially significant to understanding the history and development of a cultural resource and its environment. These historic alterations may have acquired significance in their own right and this significance shall be recognized and respected. 5. Distinctive stylistic features or examples of skilled craftsmanship, which Page 21 of 27 Item 3B-27 ORDINANCE NO. 1168 characterize a cultural resource, shall be retained. 6. Deteriorated features shall be repaired rather than replaced, wherever possible. In the event replacement is necessary, the new feature should match the feature being replaced in material, composition, design, color, texture and other visual qualities. Repair and replacement of missing features should be based on accurate duplications of features, substantiated by historic, physical or pictorial evidence rather than on conjectural designs or the availability of different elements from other sources. 7. Surface cleaning shall be undertaken with proven methods as designated by the Secretary of the Interior Standards that shall avoid damage to the historic materials. 8. Contemporary design for alterations and additions shall not be discouraged when such alterations and additions do not compromise significant historical, architectural or cultural material, and such design is compatible with the size, scale, color, material and character of the cultural resource and its environs. 9. Whenever possible, new additions or alterations to the cultural resource shall be done in such a manner that if such additions or alterations were to be removed in the future, the essential form and integrity of the resource would be unimpaired. 10. Archaeological resources will be protected and preserved in place. If such resources will be disturbed, mitigation measures shall be undertaken. 11. Any other Secretary of the Interior's Standards for the Treatment of Historic Properties may also be applied as appropriate. B. Applicable design guidelines. C. The goals and policies of this chapter; and D. The goals and policies of the General Plan and any applicable specific or community plan, rules and regulations in the City of Palm Desert. 29.60.090 Decision and findings. In determining whether to grant or deny a Certificate of Appropriateness the Administrator or Committee shall apply the following standards as applicable: A. The proposed project is compatible with the Secretary of the Interior's Standards for the Treatment of Historic Properties; B. The proposed project is consistent or compatible with the architectural style and the character -defining elements of the cultural resource; C. The proposed project does not destroy or adversely affect an important architectural, historical, cultural or archaeological feature or features; D. The colors, textures, materials, fenestration, decorative features, details, height, scale, massing and methods of construction proposed are consistent with the period and style of the cultural resource; E. The proposed project is compatible with adjacent or nearby cultural resources and their character -defining elements and will not adversely affect the character of a historic district; F. The proposed project is not fully consistent with the Secretary of the Interior's Standards, but is consistent with and supportive of identified goals and policies of Page 22 of 27 Item 3B-28 ORDINANCE NO. 1168 the General Plan or applicable community or specific plan(s) and the project is generally consistent with and supportive of the goals and policies of this chapter; and G. Other standards as adopted by the Committee or City Council. 29.60.100 Decision time limit. The application shall be considered by the Administrator or Committee within thirty (30) calendar days for Certificates of Appropriateness. Such time period shall be calculated from the date on which a complete application is accepted by the Administrator. However, such time periods shall be extended when required to comply with the provisions of the California Environmental Quality Act (CEQA). When required, a public hearing shall be scheduled and notice provided per this Chapter and CEQA, when applicable. 29.60.110 Compliance with California Environmental Quality Act. In conjunction with any public hearing or discretionary action required pursuant to this chapter, the Administrator, Committee, and/or City Council shall require an environmental review of the requested action in accordance with the California Environmental Quality Act (CEQA). Depending on the nature and scope of the requested action, a negative declaration, mitigated negative declaration, or environmental impact report may need to be prepared. Such environmental documents shall be prepared based on CEQA, the state CEQA guidelines, and the City of Palm Desert local CEQA guidelines. 29.60.120 City projects. The provisions of this chapter shall also apply to projects affecting City -owned cultural resources listed in the Register. When acting on City projects the City Council or other City -decision making body, entity or person shall apply the same standards, and make the same findings required by this chapter for private projects. 29.60.130 Appeals. A. Finality of Administrator or Committee decision. Any decision or order of the Administrator or Committee under this chapter shall become final if no appeal is submitted within the applicable time limits in this chapter. B. Appeal of Administrator actions. Any person aggrieved or affected by a decision of the Administrator may appeal to the Committee at any time within fifteen (15) calendar days after the date on which the Administrator announces his or her decision. An appeal shall be taken by filing a letter of appeal with the Committee secretary and paying an appeal fee as established by the City Council. Such letter of appeal shall set forth the grounds upon which the appeal is based. Notice of the hearing before the Committee shall be given in the same manner Page 23 of 27 Item 3B-29 ORDINANCE NO. 1168 and time as is required in Section 29.60.020 and written notice shall be given to the appellant(s). C. Appeal of Committee actions. Any person aggrieved or affected by a decision of the Committee including any decision on appeal of a decision of the Administrator, may appeal to the City Council at any time within fifteen (15) calendar days after the date the Committee announces its decision. An appeal shall be taken by filing a letter of appeal with the Committee secretary and paying an appeal fee as established by the City Council. Such letter of appeal shall set forth the grounds upon which the appeal is based. Within ten (10) days after the receipt of the letter of appeal, the Committee secretary shall transmit to the City Clerk the letter of appeal, copies of the application and all other papers constituting the record upon which the action of the City Council was taken. Notice of the hearing before the City Council shall be given in the manner specified in Section 29. 60.020 and written notice shall be given to the appellant(s). D. Actions by the City Council. The City Council may affirm, reverse or modify the decision of the Administrator or Committee. Such action by the City Council shall be final. 29.60.140 Permit required. A. No City permit shall be issued for any purpose regulated by this Chapter unless and until the proposed work has been approved or granted conditional approval by the Administrator, Committee or by the City Council on appeal, and then shall be issued only in conformity with such approval or conditional approval. B. No permit to demolish a cultural resource shall be issued without the issuance of a building permit for a replacement structure or project for the subject property, unless the Administrator or Committee determines otherwise or the demolition permit is issued pursuant to Section 29.60.010(C). 29.60.150 Expiration of approval. A Certificate of Appropriateness shall lapse and become void twelve (12) months (or other period if specified as a condition of approval) from the date of final approval, unless a building permit (if required) has been issued and the work authorized by the Certificate has commenced prior to such expiration date and is diligently pursued to completion. Upon request by the property owner, a Certificate of Appropriateness may be extended by the Administrator for an additional period of up to twenty-four (24) months as long as the approved plans have not been modified. The Administrator may approve, conditionally approve, or deny any request for a time extension or may refer the request to the Committee, which may approve, conditionally approve, or deny any request for a time extension. Page 24 of 27 Item 3B-30 ORDINANCE NO. 1168 29.60.160 Duty to keep in good repair Every person in possession or control and every owner of a cultural resource and any appurtenant premises shall maintain and keep in good repair, as defined in Chapter 29.20, the exterior of such designated resources, and all of the interior portions thereof when subject to control as specified in the designating resolution, and all interior portions thereof whose maintenance is necessary to prevent deterioration or decay of any exterior architectural feature. This section shall be enforced by the Administrator or his designee to the full extent permissible by law. 29.60.170 Application of the State Historical Building Code. Pursuant to the State of California Health and Safety Code the Building Official shall apply the State Historical Building Code in permitting repairs, alterations and additions necessary for the preservation, restoration, rehabilitation, moving, or continued use of a designated cultural resource. Chapter 29.70 PRESERVATION INCENTIVES 29.70.010 Preservation incentives. The City Council may by resolution establish preservation incentives to encourage owners to designate, maintain, preserve, rehabilitate, and improve cultural resources. Preservation incentives shall be made available to owners of designated cultural resources as defined in Chapter 29.20 of this Title. 29.70.020 California State Historical Building Code. The Building Official is authorized to use and shall use the State Historical Building Code for projects involving designated cultural resources. 29. 70.030 Mills Act Contracts. Pursuant to California Government Code, Title 5, Chapter 1, Article 12, Section 50280 known as the Mills Act), the City Council may establish a Mills Act Program providing for contractual agreement with an owner of a cultural resource designated by the City Council or listed in the National Register. The terms of the Mills Act Agreement allow for the owner to receive a reduction in property taxes in exchange for the property owner's commitment to specific repair, restoration and/or rehabilitation improvements and satisfactory maintenance of the property. The Agreement shall include, but not be limited to, the contract provisions as required under law and shall extend a minimum period of ten (10) years, renewed annually, until and unless a notice of non -renewal or cancellation is filed. The application process, review procedures, and required contract provisions for Mills Act Agreements shall be established by separate resolution of the City Council and shall be implemented by the Administrator or his or her designee. Page 25 of 27 Item 3B-31 ORDINANCE NO. 1168 Chapter 29.80 ENFORCEMENT AND PENALITIES 29.80.010 Enforcement and penalties. A. Any person who violates a requirement of this title or fails to obey an order issued by the Administrator or Committee or comply with a condition of approval of any certificate or permit issued under this title shall be guilty of a misdemeanor. B. Any alteration or demolition of a cultural resource in violation of this Article is expressly declared to be a nuisance and shall be abated by restoring or reconstructing the resource to its original condition prior to the violation. Any person or entity who demolishes or substantially alters or causes substantial alteration or demolition of a cultural resource, in violation of the provisions of this Article, shall be liable for a civil penalty. C. Alteration or demolition of a cultural resource in violation of this Article shall authorize the City to issue a temporary moratorium for the development of the subject property for a period not to exceed sixty (60) months (5 years) from the date the City becomes aware of the alteration or demolition in violation of this Article. The purpose of the moratorium s to provide the City an opportunity to study and determine appropriate mitigation measures for the alteration or removal of the cultural resource, and to ensure measure are incorporated into any future development plans and approvals for the subject property. Mitigation measures as determined by the Administrator or Committee shall be imposed as " a condition of any subsequent permit for development of the subject property. D. In the case of demolition, the civil penalty shall be equal to one-half the fair market value of the property prior to the demolition. In the case of alteration, the civil penalty shall be equal to one-half the cost of restoration of the altered portion of the cultural resource based on an estimate obtained by the City at the cost of the offender. Once the civil penalty has been paid, building and construction permits and/or a Certificate of Occupancy may be issued. This penalty is in addition to and not in lieu of the moratorium set forth in Subsection C above. E. The City Attorney may maintain an action for injunctive relief to restrain a violation or cause, where possible, the complete or partial restoration, reconstruction or replacement of any cultural resource demolished, partially demolished, altered or partially altered in violation of this Article. The City Attorney may also pursue any other action or remedy authorized under the Palm Desert Municipal Code, state statutes and/or in equity for violation of this title. This civil remedy shall be in addition to, and not in lieu of, any criminal prosecution and penalty or other remedy provided by law. Page 26 of 27 Item 3B-32 ORDINANCE NO. 1168 Chapter 29.90 SEVERABILITY 29.90.010 Severability. If any section, sentence, clause, or phrase of this chapter is for any reason held to be invalid by a decision of any court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this chapter. The City Council declares that it would have passed this ordinance and adopted this title, and each section, sentence, clause, or phrase thereof, irrespective of the fact that any one or more sections, subsections, sentences, clauses or phrases be declared invalid. PASSED, APPROVED, AND ADOPTED by the City Council of the City of Palm Desert, California at its regular meeting held this 9th day of October, 2008, by the following vote, to wit: AYES: FINERTY, KELLY, SPIEGEL, and BENSON NOES: NONE ABSENT: FERGUSON ABSTAIN: NONE ATTEST: wa C) - I - og Page 27 of 27 Item 3B-33 CITY OF PALM DESERT CULTURAL RESOURCES PRESERVATION COMMITTEE MEETING PRELIMINARY DRAFT MINUTES August 30, 2022 – 9:00 a.m. (Virtual Meeting) I. CALL TO ORDER Chair Paul Clark called the meeting to order at 9:01 a.m. II. ROLL CALL Current Meeting Year to Date Present Present Absent Present Absent Yvonne Bell X 1 3 Paul Clark X 4 0 Don Graybill X 3 1 Kim Housken X 4 0 Rochelle McCune X 4 0 Thomas Mortensen X 4 0 David Toltzmann X 3 1 Also Present Jason Finley, Supervising Plans Examiner Latisha Booker, Recording Secretary Karina Quintanilla, City Council Member Liaison III. ORAL COMMUNICATIONS None. IV. CONSENT CALENDAR A. MINUTES of the regular meeting June 28, 2022 Rec: Approve as presented. Upon a motion made by Member McCune, seconded by Committee Member Mortensen, and a 6-0 vote of the Cultural Resources Preservation Committee, the minutes for June 28, 2022, were approved as presented. (AYES: Clark, Graybill, Housken, McCune, Mortensen, and Toltzmann; NOES: None; ABSENT: Bell). V. CONSENT ITEMS HELD OVER None. Item 3B-34 AGENDA CULTURAL RESOURCES PRESERVATION COMMITEE AUGUST 30, 2022 VI. NEW BUSINESS A. Election of Committee Chair and Vice Chair. Member Mortensen moved to nominate Member McCune to Chairperson. The motion was seconded by Member Housken and was carried by 6-0 vote (AYES: Clark, Graybill, Housken, Mortensen, McCune, and Toltzmann; NOES: None; ABSENT: Bell) Member Clark moved to nominate Member Housken to Vice Chairperson. The motion was seconded by Committee Chair McCune and was carried by a 6-0 vote (AYES: Clark, Graybill, Housken, Mortensen, McCune, and Toltzmann; NOES: None; ABSENT: Bell) B. Discuss Requesting a Historic Survey. Committee members discussed having the City do a formal Historic Survey like the other surrounding cities. Committee Chair McCune motioned to continue the discussion at the next workshop. The motioned was seconded by Committee Vice-chair Housken and was carried by a 6-0 vote (AYES: Clark, Graybill, McCune, Housken, Toltzmann and Mortensen; NOES: None; ABSENT: Bell) VII. CONTINUED BUSINESS None. VIII. PUBLIC HEARING – 72806 BURSERA WAY (CHARLES DU BOIS HOME) CASE NO. CRPC 22-03 REQUEST FOR APPROVAL OF LANDMARK DESIGNATION FOR 72806 BURSERA WAY (APN 628-102-012) (CHARLES DU BOIS HOME) AS A LOCAL HISTORIC LANDMARK DESIGNATION FOR CITY COUNCIL APPROVAL. (CONTINUED FROM JUNE 28, 2022.) 1) Authorize staff to prepare a resolution approving local historic landmark designation for the property located at 72806 Bursera Way, Assessor’s Parcel No. 628-102-012 for City Council consideration. Member Toltzmann recused himself from the zoom meeting at 9:33 a.m. the property that is being designated is his property and it is a conflict of interest. Chair McCune declared the public hearing open and invited public testimony. With no testimony offered, Chair McCune declared the public hearing closed. Motion Chair McCune moved to approve the designation. Vice-chair Kim Housken seconded the motion. The motion carried by 5-0 vote (AYES: Clark, Housken, Mortensen, McCune and Graybill; NOES: None; RECUSED: Toltzmann; ABSENT: Yvonne Bell) Member Toltzmann returned to the zoom meeting at 9:43 a.m. Item 3B-35 AGENDA CULTURAL RESOURCES PRESERVATION COMMITEE AUGUST 30, 2022 IX. REPORTS AND REMARKS Vice-chair Housken stated that the Coachella Valley Preservation Group would be meeting at the Henderson building on September 21, 2022, at 12:00 p.m. The Committee discussed where the public could find Cultural Resources information on the City’s website and the Cultural Resources Preservation Committee’s purposes and goals. X. ADJOURNMENT With the Cultural Resources Preservation Committee concurrence, Chair McCune adjourned the meeting at 10:02 a.m. ___________________________________ Latisha Booker, Recording Secretary Item 3B-36 Item 3B-37 Item 3B-38 Item 3B-39 Item 3B-40 Item 3B-41 Item 3B-42 Item 3B-43 Item 3B-44 Item 3B-45 Item 3B-46 Item 3B-47 Item 3B-48 Item 3B-49 Item 3B-50 Item 3B-51 Item 3B-52 Item 3B-53 Item 3B-54 Item 3B-55 Item 3B-56 Item 3B-57 Item 3B-58 Item 3B-59 Item 3B-60 Item 3B-61 Item 3B-62 Item 3B-63 Item 3B-64 Item 3B-65 Item 3B-66 Item 3B-67 Item 3B-68 Item 3B-69 Item 3B-70 Architectural Description This Normandy style Charles De Bois house built in 1965 at 72806 Bursera Way Palm Desert, CA in the Purple Hills Estates (PHE) neighborhood. It’s a one story 2400 sq house with 3 bedrooms and 3 bathrooms, with double car garage and designed in the Hollywood regency style. The structure of the one-story house consists of three roof volumes, all of which are flat, the lowest and most of the roof surface consist of 8’ ceilings, the next level is the living room which has an 11’ ceiling, the highest is to form a mini attic space above the mansard. There are 2 oval windows below the mansard which are original with wood trim. The roof was originally rock and tar and has been replaced with foam. The house is on a concrete slab with wood construction and a stucco exterior. The house is centered on the lot, the large pool is located behind the home. Next to the pool is a beautiful original tile and block water feature which was built for this model home. The house has a poured aggregate concrete sidewalk and driveway. The original landscaping was a lawn and 3 trees in a cluster, they were Pine, Palm or African Sumac. Throughout the front yard and buried, were perfect 36” concrete steppingstones that have been reused. The original plan called for the enclosed patios off the front 2 bedrooms to be wood, however when the original PHE homes were built, all used a variety of block walls as does this home. All the PHE homes, including this home, have an atrium at the entrance. The large central fireplace is clad in marble. All the doors and windows are aluminum and still original. The bathrooms all have cultured marble countertops which are still present in this home. The front double doors are original including their casket style pulls. Each door is flanked by an 8’ original window. Item 3B-71 [This page has intentionally been left blank.] Item 3B-72