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Home My WebLink About2021-09-07 PC Regular Meeting Agenda Packet CITY OF PALM DESERT REGULAR PALM DESERT PLANNING COMMISSION MEETING AGENDA TUESDAY, SEPTEMBER 7, 2021 — 6:00 P.M. ZOOM VIRTUAL MEETING I. CALL TO ORDER II. ROLL CALL III. PLEDGE OF ALLEGIANCE IV. SUMMARY OF CITY COUNCIL ACTIONS V. ORAL COMMUNICATIONS In consideration of the current Coronavirus/COVID-19 Pandemic and pursuant to California Governor Newsom's Executive Orders, Planning Commissioners may participate via teleconference. Any person wishing to discuss any item not appearing on the agenda may address the Planning Commission via the Zoom session at this point by giving his/her name and address for the record. Remarks shall be limited to a maximum of three (3) minutes unless the Planning Commission authorizes additional time. Because the Brown Act does not allow the Planning Commission to take action on items not on the Agenda, members will not enter into discussion with speakers but may briefly respond or instead refer the matter to staff for a report and recommendation at a future Planning Commission meeting. THREE OPTIONS FOR PARTICIPATING IN THE MEETING Option 1 —To Participate by email: 1. Send your comments by email to: planning�a cityofpalmdesert.org. Emails received by 3:00 p.m. prior to the meeting will be made part of the record and distributed to the Planning Commission. This method is encouraged because it will give the Commissioners the opportunity to reflect upon your input. Emails will not be read aloud. Option 2 — To Participate and Provide Verbal Comments by Using Your Internet 1. Click the link: https:Hpalmdesert.zoom.us 2. Webinar ID: 835 7627 6417 Passcode: 029629 AGENDA REGULAR PLANNING COMMISSION MEETING SEPTEMBER 7, 2021 Option 3 — To Listen and Provide Verbal Comments Using Your Telephone 1. Dial (for higher quality, dial a number based on your current location): 2. Telephone US: +1 669 219 2599 US (San Jose) or +1 213 338 8477 US (Los Angeles) or +1 602 753 0140 US (Phoenix) or +1 971 247 1195 US (Portland) or +1 253 215 8782 US (Tacoma) 3. Enter the Webinar ID: 835 7627 6417 Passcode: 029629 followed by #. 4. Indicate that you are a participant by pressing # to continue. 5. You will hear audio of the meeting in progress. Remain on the line if the meeting has not yet started. 6. During the meeting, Press *9 to add yourself to the queue and wait for City staff to announce your name. Staff will unmute your line when it is your turn to speak. LIMIT YOUR COMMENTS TO THREE (3) MINUTES Staff reports and documents for agenda items are available for public inspection at the Planning/Land Development Division and on the City's website: www.cityofpalmdesert.or_g. VI. CONSENT CALENDAR ALL MATTERS LISTED ON THE CONSENT CALENDAR ARE CONSIDERED TO BE ROUTINE AND WILL BE ENACTED BY ONE ROLL CALL VOTE. THERE WILL BE NO SEPARATE DISCUSSION OF THESE ITEMS UNLESS MEMBERS OF THE PLANNING COMMISSION OR AUDIENCE REQUEST SPECIFIC ITEMS BE REMOVED FROM THE CONSENT CALENDAR FOR SEPARATE DISCUSSION AND ACTION UNDER SECTION VII, CONSENT ITEMS HELD OVER, OF THE AGENDA. A. MINUTES of the Regular Planning Commission meeting of August 17, 2021. Rec: Approve as presented. B. REQUEST FOR CONSIDERATION to approve a Parcel Map Waiver application to adjust the lot line between Lots 15 and 16 of Tract No. 25720-1 (119 and 125 Netas Court). Case No. PMW 21-0005 (McGee Surveying, Inc., Indio, California, Applicant). Rec: By Minute Motion, approve Case No. PMW 21-0005. C. REQUEST FOR CONSIDERATION to approve a Parcel Map Waiver application for lot line adjustments for Lots 1, O, and P of Tract No. 25296-3. Case No. PMW 21-0006 (Egan Civil, Inc., Indio, California, Applicant). Rec: By Minute Motion, approve Case No. PMW 21-0006. VII. CONSENT ITEMS HELD OVER 2 AGENDA REGULAR PLANNING COMMISSION MEETING SEPTEMBER 7, 2021 Vill. NEW BUSINESS None IX. CONTINUED BUSINESS None X. PUBLIC HEARINGS Anyone who challenges any hearing matter in court may be limited to raising only those issues he or she raised at the public hearing described herein, or in written correspondence delivered to the Planning Commission at, or prior to, the public hearing. Remarks shall be limited to a maximum of three minutes unless the Planning Commission authorizes additional time. A. REQUEST FOR CONSIDERATION to adopt a Notice of Categorical Exemption in accordance with the California Environmental Quality Act (CEQA), and approve a Precise Plan application to increase the approved pad elevations of Lot Nos. 1 and 2 of Tentative Tract Map (TTM) 30438 for two existing single-family residential lots within the Stone Eagle community. Case No. PP 21-0007 (Vintage-Stone Eagle, LLC, Newport Beach, California, Applicant). Rec: Waive further reading and adopt Planning Commission Resolution No. 2796, adopting a Notice of Categorical Exemption; and approving Case No. PP 21-0007, subject to the conditions of approval. B. REQUEST FOR CONSIDERATION of a recommendation to the City Council for approval of General Plan Amendment and Change of Zone 20-0002 to establish a higher residential density (12 units per acre), Tentative Parcel Map 38033, and Precise Plan 20-0010 to construct a two-phased, 48-unit condominium project, clubhouse, and pool/spa on 3.91 acres at the southwest corner of Gerald Ford Drive and Shepherd Lane; and adopt a Mitigated Negative Declaration in accordance with CEQA. Case Nos. PP 20-0010,TPM 38033, and CZ/GPA 20-0002 (Desert Luxury Apartments, Las Vegas, Nevada, Applicant). Rec: Waiver further reading and adopt Planning Commission Resolution No. 2795, recommending approval to the City Council for Case Nos. PP 20- 0010, TPM 38033, and CZ/GPA 20-0002; and adopting a Mitigated Negative Declaration. XI. MISCELLANEOUS None XII. COMMITTEE MEETING UPDATES A. ART IN PUBLIC PLACES B. PARKS & RECREATION 3 AGENDA REGULAR PLANNING COMMISSION MEETING SEPTEMBER 7, 2021 XIII. REPORTS AND REMARKS XIV. ADJOURNMENT I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda for the Planning Commission was posted on the City Hall bulletin board not less than 72 hours prior to the meeting. Dated this 2nd day of September 2021. mo-v% , O'Re i,l" Monica O'Reilly, Management Specialist 11 4 CITY OF PALM DESERT PALM DESERT PLANNING COMMISSION PRELIMINARY MINUTES • TUESDAY, AUGUST 17, 2021 — 6:00 P.M. ZOOM VIRTUAL MEETING I. CALL TO ORDER Acting Chair Joseph Pradetto called the meeting to order at 6:01 p.m. II. ROLL CALL Present: Absent: Commissioner Ron Gregory Chair John Greenwood Commissioner Lindsay Holt Vice-Chair Nancy DeLuna Commissioner Joseph Pradetto Also Present: Craig Hayes, Assistant City Attorney Eric Ceja, Interim Director of Development Services Rosie Lua, Senior Planner Nick Melloni, Associate Planner Kevin Swartz, Associate Planner Monica O'Reilly, Management Specialist II III. PLEDGE OF ALLEGIANCE Commissioner Ron Gregory led the Pledge of Allegiance. IV. SUMMARY OF COUNCIL ACTIONS None V. ORAL COMMUNICATIONS None VI. CONSENT CALENDAR A. MINUTES of the Regular Planning Commission meeting of July 6, 2021. Rec: Approve as presented. PRELIMINARY MINUTES PALM DESERT PLANNING COMMISSION AUGUST 17, 2021 Upon a motion by Commissioner Holt, seconded by Commissioner Gregory, and a 3- 0 vote of the Planning Commission, the Consent Calendar was approved as presented (AYES: Gregory, Holt, and Pradetto; NOES: None; ABSENT: DeLuna and Greenwood). VII. CONSENT ITEMS HELD OVER None VIII. NEW BUSINESS None IX. CONTINUED BUSINESS None X. PUBLIC HEARINGS A. REQUEST FOR CONSIDERATION of a recommendation to the City Council for approval of General Plan Amendment and Change of Zone 20-0002 to establish a higher residential density (12 units per acre), Tentative Parcel Map 38033, and Precise Plan 20-0010 to construct a two-phased, 48-unit condominium project, clubhouse, and pool/spa on 3.91 acres at the southwest corner of Gerald Ford Drive and Shepherd Lane; and adopt a Mitigated Negative Declaration in accordance with the California Environmental Quality Act (CEQA). Case Nos. PP 20-0010, TPM 38033, and CZ/GPA 20-0002 (Desert Luxury Apartments, Las Vegas, Nevada, Applicant). Associate Planner Kevin Swartz presented the staff report (staff report(s) is available at https://www.cityofpalmdesert.org/our-city/committees-and-commissions/planning commission-information-center). After staff answered questions from the Planning Commission, Acting Chair Pradetto declared the public hearing open and invited public testimony FAVORING or OPPOSING this matter. Interim Director of Development Services Eric Ceja noted that the Zoom information on the agenda was incorrect, and some individuals from the public are having difficulty logging into the meeting. The following individuals were in opposition to the proposed project for the following reasons: Loss of privacy, the change of zone, the two-story buildings, and decrease in property value. Vicki McClellion, Scholar Lane West, Palm Desert Kent Hanson, Scholar Lane West, Palm Desert Steve Glickman, Scholar Lane East, Palm Desert Lucy Furuta, Windflower Lane, Palm Desert 2 PRELIMINARY MINUTES PALM DESERT PLANNING COMMISSION AUGUST 17, 2021 With no further comments, Acting Chair Pradetto left the public hearing open until the September 7 Planning Commission meeting. By Minute Motion, Commissioner Gregory moved to continue Case Nos. PP 20- 0010/TPM 38033/CZ and GPA 20-0002 to September 7, 2021, to provide the applicant additional time to correct inaccuracies in the draft Initial Study (IS)/Mitigated Negative Declaration (MND) and allow the City to initiate a recirculation of the updated IS/MND. The motion was seconded by Commissioner Holt and carried by a 3-0 vote (AYES: Gregory, Holt, and Pradetto; NOES: None; ABSENT: DeLuna and Greenwood). XI. MISCELLANEOUS None XII. COMMITTEE MEETING UPDATES A. ART IN PUBLIC PLACES Commissioner Lindsay Holt reported that the approval for the San Pablo Avenue roundabout art piece is going to the City Council on August 26. Additionally, the public grand opening of San Pablo would be on October 11. B. PARKS & RECREATION None XIII. REPORTS AND REMARKS None XIV. ADJOURNMENT With the Planning Commission concurrence, Acting Chair Pradetto adjourned the meeting at 6:38 p.m. JOSEPH PRADETTO, ACTING CHAIR ATTEST: ERIC CEJA, SECRETARY MONICA O'REILLY, RECORDING SECRETARY 3 CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT INTEROFFICE MEMORANDUM To: Martin Alvarez, Director of Development Services From: Kevin Swartz, Associate Planner Date: September 7, 2021 Subject: Parcel Map Waiver No. 21-0005 The City Surveyor reviewed the above-referenced Parcel Map Waiver (PMW) for 119 and 125 Netas Court and found the PMW to be technically correct. PMW 21-0005: Applicant: Brad McGee/Surveying Inc 45-100 Golf Center Parkway, Suite G Indio, CA 92201 Owner: David Van Diest Skilling PO Box 1680 Saratoga, NY 82331 EXHIBIT "A" P.M.W. 21-0005 LEGAL DESCRIPTION TRANSFER PARCEL(FROM LOT 15 OF TRACT 27520-1 TO LOT 16 OF TRACT NO.27520-1) THAT PORTION OF LOT 15 OF TRACT NO.27520-1, IN THE CITY OF PALM DESERT,COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON FILE IN BOOK 241, PAGES 100 THROUGH 107, INCLUSIVE,OF MAPS IN THE OFFICE OF THE COUNTY RECORDER,OF SAID COUNTY OF RIVERSIDE,MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 15; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT 15, S 69029'08"E,A DISTANCE OF 65.24 FEET TO AN ANGLE POINT IN THE SOUTHERLY LINE OF SAID LOT 15; THENCE N 05027'15"W,A DISTANCE OF 142.55 FEET; THENCE N 3 8030'18"W,A DISTANCE OF 13.16 FEET; THENCE N 080 10'20"W,A DISTANCE OF 59.80 FEET TO AN ANGLE POINT ALONG THE EASTERLY LINE OF SAID LOT 16; THENCE SOUTHERLY ALONG SAID EASTERLY LINE OF SAID LOT 16, S 03°58'35 E, A DISTANCE OF 145.00 FEET; THENCE S 42059'31"W,A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING THE ABOVE DESCRIBED TRANSFER PARCEL CONTAINS 3,448.26 S.F.(0.079 AC.)MORE OR LESS FOR GRAPHICAL PURPOSES SEE EXHIBIT"B"ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. SUBJECT TO ALL COVENANTS,CONDITIONS,RESERVATIONS, RESTRICTIONS, RIGHTS OF WAY, EASEMENTS,OR EXCEPTIONS OF RECORD, IF ANY. PAGE I OF 3 PAGES EXHIBIT "A" P.M.W. 21-0005 LEGAL DESCRIPTION PARCEL"A"(ADJUSTED LOT 16,TRACT NO.27520-1) LOT 16 OF TRACT NO.27520-1, IN THE CITY OF PALM DESERT,COUNTY OF RIVERSIDE, STATE OF CALIFORNIA,AS SHOWN BY MAP ON FILE IN BOOK 241, PAGES 100 THROUGH 107, INCLUSIVE,OF MAPS IN THE OFFICE OF THE COUNTY RECORDER,OF SAID COUNTY OF RIVERSIDE; TOGETHER WITH THAT PORTION OF LOT 15 OF SAID TRACT NO.27520-1,MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 15; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT 15,S 69029'08"E,A DISTANCE OF 65.24 FEET TO AN ANGLE POINT IN THE SOUTHERLY LINE OF SAID LOT 15; THENCE N 05027'15"W,A DISTANCE OF 142.55 FEET; THENCE N 38030'18"W,A DISTANCE OF 13.16 FEET; THENCE N 08010'20"W,A DISTANCE OF 59.80 FEET TO AN ANGLE POINT ALONG THE EASTERLY LINE OF SAID LOT 16; THENCE SOUTHERLY ALONG SAID EASTERLY LINE OF SAID LOT 16, S 03°58'35 E, A DISTANCE OF 145.00 FEET; THENCE S 42059'31"W,A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL"A"CONTAINS 37522.88 S.F.(0.861 AC.)MORE OR LESS FOR GRAPHICAL PURPOSES SEE EXHIBIT"B"ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. SUBJECT TO ALL COVENANTS,CONDITIONS, RESERVATIONS, RESTRICTIONS, RIGHTS OF WAY, EASEMENTS,OR EXCEPTIONS OF RECORD, IF ANY. PAGE 2 OF 3 PAGES EXHIBIT "A" P.M.W. 21-0005 LEGAL DESCRIPTION PARCEL"B"(ADJUSTED LOT 15,TRACT NO.27520-1) LOT 15 OF TRACT NO.27520-1, IN THE CITY OF PALM DESERT,COUNTY OF RIVERSIDE, STATE OF CALIFORNIA,AS SHOWN BY MAP ON FILE IN BOOK 241, PAGES 100 THROUGH 107, INCLUSIVE,OF MAPS IN THE OFFICE OF THE COUNTY RECORDER,OF SAID COUNTY OF RIVERSIDE; EXCEPTING THEREFROM THAT PORTION OF LOT 15 OF SAID TRACT NO. 27520-1, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 15; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT 15, S 69029'08"E,A DISTANCE OF 65.24 FEET TO AN ANGLE POINT IN THE SOUTHERLY LINE OF SAID,LOT 15; THENCE N 05027'15"W,A DISTANCE OF 142.55 FEET; THENCE N 3 8030'18"W,A DISTANCE OF 13.16 FEET; THENCE N 08010'20"W,A DISTANCE OF 59.80 FEET TO AN ANGLE POINT ALONG THE EASTERLY LINE OF SAID LOT 16; THENCE SOUTHERLY ALONG SAID EASTERLY LINE OF SAID LOT 16, S 03°58'35 E, A DISTANCE OF 145.00 FEET; THENCE S 42059'31" W,A DISTANCE OF 60.00 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL"B"CONTAINS 24,220.15 S.F.(0.556 AC.)MORE OR LESS FOR GRAPHICAL PURPOSES SEE EXHIBIT"B"ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. SUBJECT TO ALL COVENANTS,CONDITIONS, RESERVATIONS, RESTRICTIONS,RIGHTS OF WAY, EASEMENTS,OR EXCEPTIONS OF RECORD, IF ANY. �jf,00D S�R� I85t7� Wayne A. McGee L.S. 5479 Date Expires 9/30/22 PAGE 3 OF 3 PAGES THIS PLAT WAS PREPARED FROM RECORD DATA AND n 60 0 30 60 DOESDOES NOT REPRESENT A SURVEY OF THE PROPERTY EXHIBIT B SHOWN HEREON. P.M.w 2I—0005 LEGEND: EX. LOT LINE TO REMAIN ( IN FEET ) EXIST. EASEMENT — — — — 1 inch = 60 ft. ELIMINATED LOT LINE NEW LOT LINE CURVE LENGTH RADIUS DELTA () RECORD DATA PER TRACT NO. 27520-1, M.B. 2411100-107 Cl 101.46' 268.00' 214128" C2 53.29' 100.00' 3032'01" 0 ESMT TO SCE REC, 1219192, INST. NO. 468747 C3 67.47' 51.00' 7548'10" WIDTH AS NOTED C4 50.64' 100.00' 29 00 56" C5 2.65' 100.00' 013105" 2L 5'ESMT TO GTE(VERIZON) REC, 5/14/93, INST. N0. 179761 LINE LENGTH BEARING L 1 22.64' N6020 38'E(R) NETAS COIURT L2 27.00' N14 49'08"E LOT "C" IN L3 42.77' N407357 E (PRI VA TE STREET) L4 20.00' N7328'14'E �� N063659"WR L5 29.39' N0724 04'E 133324'E R L6 28.02' N153827'E �� _ 1504' 9'ER L7 13.16' N3830'18"W C� L8 59.80' N08'10 20"W j _ C4 _ _ C1 5 P.U.E. `�°l l C5 O\A L LAND 3 6' J' QANE A. tcc G�G� N N N15 27 32"W R I 5 P.U.Eli I ° a NO. 5479 a 1 3 Exp. 9/30/16 I PARM A o �II Z 3' 0.86 AC.f I PARM le I F�F CAL\V k �� 0.57 AC.± I rn F y� 1�%D V �� Iko LOT LINE TO I � BE ELIMINATED Z LOT 15 I TRACT NO. 27520-1 I v M.B. 2411100-107 LOT16 L4 TRACT NO. 27520-1 M.B. 2411100-107 )I I LOT 14 PARCEL II M.B. 2411100-1 Rota S W. COR �5�� 6p� N I LOT 15 Q I Op �Ssg?oe 106.46' 6 FJ (N83'l6'24"E) LOT „G" TRACT NO. 27520-4 U.B. 270/103-114 ADJUSTMENT PLAT - CITY OF PALM DESERT PREPARED BY.• APPLICANT.- APPROVED BY.' MR. & MRS. SKILLING CIO McGEE SURVEYING, INC.14-7 . 7/13/2021 7 Oj 45-100 GOLF CENTER PKWY, STE. G CHRISTOPHER L. ALBERTS DATE WA YNE A. McGEE DA TE lNDlO, CA 92201 ACTING CITY SURVEYOR L.S 5479 L.S. 8508 CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT INTEROFFICE MEMORANDUM To: Martin Alvarez, Director of Development Services From: Kevin Swartz, Associate Planner Date: September 7, 2021 Subject: Parcel Map Waiver No. 21-0006 The City Surveyor reviewed the above-referenced Parcel Map Waiver (PMW) for 600 Rocky Creek and found the PMW to be technically correct. PMW 21-0005: Applicant: Egan Civil, Inc. c/o: Benjamin Egan 42945 Madio Street, Suite A Indio, CA 92201 Owner: Rocky Creek Limited Partnership/Bighorn Golf Course 255 Palowet Drive Palm Desert, CA 92260 EXHIBIT"A" LEGAL DESCRIPTION PARCEL MAP WAIVER 21-0006 PARCEL "A" —Adjusted Lot 1 of Tract No. 25296-3 That certain parcel of land located in the City of Palm Desert,County of Riverside, State of California, more particularly described as follows: Lot 1 of Tract No. 25296-3,as shown by a map on file in Book 288 of Maps, pages 96 through 105 inclusive, Records of said County; TOGETHER WITH that portion of Lot"0" of said Tract No. 25296-3 more particularly described as follows (TRANSFER PARCEL"0-1"): BEGINNING at the most westerly corner of said Lot 1 of Tract No. 25296-3; Thence along the line common to said Lot 1 and said Lot"0" North 33'19'17" East a distance of 77.25 feet to the corner common to Lot 1, Lot"O", and Lot"P" of said Tract No. 25296-3; Thence continuing along the line common to said Lot"0"and said Lot"P" North 42°06'42" East a distance of 39.92 feet; Thence leaving said common line South 60°28'55" West a distance of 28.28 feet; Thence South 47'26'05"West a distance of 22.04 feet; Thence South 23'28'03"West a distance of 71.21 feet to the POINT OF BEGINNING. ALSO TOGETHER WITH that portion of Lot"P"of said Tract No. 25296-3 more particularly described as follows(TRANSFER PARCEL"P-2"): COMMENCING at the most westerly corner of said Lot 1 of Tract No. 25296-3; Thence along the line common to said Lot 1 and said Lot"0" North 33°19'17" East a distance of 77.25 feet to the corner common to Lot 1, Lot"0", and Lot "P" of said Tract No. 25296-3,said point being the POINT OF BEGINNING; Thence continuing along the line common to said Lot"0"and said Lot"P" North 42°06'42" East a distance of 39.92 feet; Thence leaving said common line North 60°28'55" East a distance of 9.42 feet; Thence South 76'27'42" East a distance of 14.48 feet; Thence North 43`27'11" East a distance of 17.82 feet; Page 1 of 5 Thence North 68`45'49" East a distance of 21.59 feet; Thence South 72°40'12" East a distance of 23.10 feet; Thence South 32'41'27" East a distance of 43.15 feet to an angle point in the line common to said Lot"P"and said Lot 1; Thence along said common line North 59°56'45"West a distance of 56.01 feet; Thence continuing along said common line South 57°07'39" West a distance of 47.35 feet; Thence continuing along said common line South 74°22'09" West a distance of 40.00 feet to the POINT OF BEGINNING. ALL TOGETHER CONTAINING: 0.69 Acres(30,237 Square Feet), more or less. SUBJECT TO all Covenants, Rights, Rights-of-Way and Easements of record. Graphically depicted on 'EXHIBIT"B"',attached hereto and by this reference made a part hereof. Page 2 of 5 PARCEL "B" — Adiusted Lot "O" of Tract No. 25296-3 That certain parcel of land located in the City of Palm Desert,County of Riverside, State of California, more particularly described as follows: Lot"0" of Tract No. 25296-3, as shown by a map on file in Book 288 of Maps, pages 96 through 105 inclusive, Records of said County; EXCEPTING THEREFROM that portion of Lot"0" of said Tract No. 25296-3 more particularly described as follows(TRANSFER PARCEL"0-1"): BEGINNING at the most westerly corner of said Lot 1 of Tract No. 25296-3; Thence along the line common to said Lot 1 and said Lot"0" North 33'19'17" East a distance of 77.25 feet to the corner common to Lot 1, Lot"O", and Lot"P" of said Tract No. 25296-3; Thence continuing along the line common to said Lot"0"and said Lot"P" North 42°06'42" East a distance of 39.92 feet; Thence leaving said common line South 60"28'55" West a distance of 28.28 feet; Thence South 47'26'05"West a distance of 22.04 feet; Thence South 23'28'03"West a distance of 71.21 feet to the POINT OF BEGINNING. CONTAINING: 4.12 Acres, more or less. SUBJECT TO all Covenants,Rights, Rights-of-Way and Easements of record. Graphically depicted on'EXHIBIT"B"',attached hereto and by this reference made a part hereof. Page 3 of 5 PARCEL "C" —Adjusted Lot "P" of Tract No. 25296-3 That certain parcel of land located in the City of Palm Desert,County of Riverside, State of California, more particularly described as follows: Lot"P"of Tract No. 25296-3,as shown by a map on file in Book 288 of Maps, pages 96 through 105 inclusive, Records of said County; EXCEPTING THEREFROM that portion of Lot"P"of said Tract No. 25296-3 more particularly described as follows(TRANSFER PARCEL"P-2"): COMMENCING at the most westerly corner of said Lot 1 of Tract No. 25296-3; Thence along the line common to said Lot 1 and said Lot"0" North 33'19'17" East a distance of 77.25 feet to the corner common to Lot 1, Lot"0", and Lot "P" of said Tract No. 25296-3,said point being the POINT OF BEGINNING; Thence continuing along the line common to said Lot"0"and said Lot"P" North 42°06'42" East a distance of 39.92 feet; Thence leaving said common line North 60`28'55" East a distance of 9.42 feet; Thence South 76"27'42" East a distance of 14.48 feet; Thence North 43`27'11" East a distance of 17.82 feet; Thence North 68"45'49" East a distance of 21.59 feet; Thence South 72'40'12" East a distance of 23.10 feet; Thence South 32'41'27" East a distance of 43.15 feet to an angle point in the line common to said Lot"P"and said Lot 1; Thence along said common line North 59°56'45"West a distance of 56.01 feet; Thence continuing along said common line South 57°07'39" West a distance of 47.35 feet; Thence continuing along said common line South 74°22'09" West a distance of 40.00 feet to the POINT OF BEGINNING. ALSO EXCEPTING THEREFROM that portion of said Lot"P" identified as "TRANSFER PARCEL" of Parcel Map Waiver 05-11 recorded April 5, 2006 as Document No. 2006-0243388 of Official Records, more particularly described as follows: BEGINNING at the southeast corner of Lot 6 of said Tract No. 25296-3; Thence along the east line of said Lot 6 North 08*40'00" a distance of 136.81 feet; Page 4 of 5 Thence continuing along the said east line North 05°35'00" East a distance of 1.35 feet; Thence leaving said east line South 39°22'49" East a distance of 67.22 feet; Thence South 08°40'00" East a distance of 110.89 feet to the southwesterly line of said Lot "P", said point being on the generally northerly right-of-way line of Pinnacle Crest,44 feet wide, as shown on said Tract Map, said point also being on a non-tangent curve, concave southwesterly, having a radius of 122.00 feet, a radial line through said point bears South 43°39'45" West; Thence northwesterly along said southwesterly line of Lot"P" and said curve through a central angle of 21°50'21" an arc length of 46.50 feet to the POINT OF BEGINNING. CONTAINING: 17.21 Acres, more or less. SUBJECT TO all Covenants, Rights, Rights-of-Way and Easements of record. Graphically depicted on 'EXHIBIT"B"',attached hereto and by this reference made a part hereof. This legal description was prepared �pL LAH,0 by me or under my direction. �g� � DAN��`'�G�` d mNO. 8156tp 9 Benjamin Daniel Egan, PLS 8756 OF CALe�O� Prepared: August 4, 2021 Page 5 of 5 EXHIBIT 111311 SHEET 1 OF 2 0 PMW 21-0006 ADJUSTMENT OF LOT1 , LOT "0" & J LOT "P" OF TRACT 25296-3 (MB 288/96-105) 7, L04 H11 WSTAar RD. 74 LOT "011 VlEl N PD/AN tits PARCEL "D" L07 711 7H 25296=0 RSITE IM?Dl?lw ADJUSTED goy LOT 0" TRANSFER G��, VICINITY MAP TRANSFER PARCEL 'P-2" N.T.S. PARCEL "0- 1 » » L07 Hill PARCELPARCEL C NOTE: NUMEROUS EASEMENTS AFFECT PARCEL "A"� ADJUSTED THE PARCELS BEING ADJUSTED. THEY ADJUSTED o� LOT P ARE NOT PLOTTED HEREON FOR CLARITY LOT OF THE ADJUSTED LOT LINES. LOT 1 LOT 117' L07 p FAR 05-11 LOT 3 EEC. 4/5/2006 L07" 11 , I 000# 2000-020 0 QpOum OF L07��F�l� L07 4 URAC7 He.252sO=sp Q o 2 o a/00-105D 'p �N0�N D A N O sG � LOT o W� Fy L pl�pOpL� m Z �� PREVIOUS NO. 8756 - = - -� "TRANSFE 300 150 0 300 PINNACLE` PARCEL" rF OF CA��F CREST PMW 05-11 SCALE: 1 "=300' ADJUSTMENT PLAT - CITY OF PALM DESERT PREPARED BY: APPLICANT: ROCKY CREEK LIMITED APPROVED BY: PARNERSHIP, C/O: ROBERT MANNING SUITE 210, 5324 CALGARY TRAIL EDMONTON, AB T6H 4J8 CANADA BE1..,,116LI AN, PLS 8756 8/04/2021 () DENOTES RECORD DATA PER CHRISTOPER L. ALBERTS DATE AUGUST 4, 2021 TRACT MAP NO. 25296-3 ACTING CITY SURVEYOR DATE (MB 288/96-105) PLS NO. 8508 �, �, L07"011 ��°�1 TRANSFER SHEET 2 OF 2 PARCEL B Tp 25290-3 oJ � ADJUSTED LOT"O" Q o 28 p/goof00� P�o�-~ PARCEL "P-2"� EXHIBIT 6 (4.12± ACRES) 1 00 g 1p (1 ,980± SF) P M W 21-0006 TRANSFER 6 �� ADJUSTMENT OF LOT1 LOT "0" & PARCEL "0-1" (760± SF) 'S �� >> LOT "P" OF TRACT 25296-3 (MB 288/96-105) 0- PARCEL C ��0� ADJUSTED LOT "P" P.0.Q. (17.21± ACRES) � ADJUSTED LOT"p° TRANSFER ��° PAROgo�� PARCEL P-2 CD (CORNER COMMON >> DOo C# 2006-024 33 0 o F° � TO LOT 1 , LOT 0 � & LOT "P") j LOT"p" w TRANSFER PARCEL "0-1" » P.O.C. PARCEL A ADJUSTED LOT 1 o� TRANSFER Q 8 0 o a�g0o�DAD 0.69± ACRE PARCEL P-2 o (MOST W'LY CORNER (30,237± SF) �1 5 s J OF LOT 1) `4 DATA TABLE 5 (23.463� w� NO BEARING/DELTA LENGTH 9� cS J t�00 S9 ° 1 (N33 19 17»E) (77.25 ) 2 (N42°06'42"E) 39.92' ��F�� O� 0 3 S60°28'55"W 28.28' 4 S47°26'05"W 22.04' 5 S23°28'03"W 71 .21 ' Np� LA NO 6 N60°28'55"E 9.42' co D A NSF!s0� NOTE: NUMEROUS EASEMENTS AFFECT 7 S76°27'42"E 14.48' � �Q F THE PARCELS BEING ADJUSTED. THEY 8 N43027' 11"E 17.82' O W y ARE NOT PLOTTED HEREON FOR CLARITY 9 N68°45'49"E 21 .59' O° Z - OF THE ADJUSTED LOT LINES. 10 S72°4O' 12"E 23.10' N0. 8756 40 20 0 40 11 S32°41 '27"E 43.15' s�x 12 (N59056'45"W) (56.01 ' ) qrF OF CA��F 13 (S57007'39"W) (47.35' ) SCALE: 1 "=40' 14 (S74°22'09"W) (40.00' ) ADJUSTMENT PLAT - CITY OF PALM DESERT PREPARED BY: APPLICANT: ROCKY CREEK LIMITED APPROVED BY: PARNERSHIP, C/O: ROBERT MANNING SUITE 210, 5324 CALGARY TRAIL EDMONTON, AB T6H 4J8 CANADA BENJAA IN DANIEL EGAN, PLS 8756 8/04/2021 () DENOTES RECORD DATA PER CHRISTOPER L. ALBERTS DATE AUGUST 4, 2021 TRACT MAP NO. 25296-3 ACTING CITY SURVEYOR DATE (MB 288/96-105) PLS NO. 8508 STAFF REPORT CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT MEETING DATE: September 7, 2021 PREPARED BY: Nick Melloni, Associate Planner REQUEST: Consideration to adopt a Notice of Exemption in accordance with the California Environmental Quality Act (CEQA); and approval of Precise Plan 21-0007 to increase the approved pad elevation for Lot Nos. 1 and 2 of Tentative Tract Map (TTM) 30438 for two existing single-family residential lots within the Stone Eagle community. Recommendation Waive further reading and adopt Planning Commission Resolution No. 2796, adopting a Notice of Exemption in accordance with CEQA; and approving Case No. PP 21-0007 to increase the approved pad elevation for Lot Nos. 1 and 2 of TTM 30438 for two existing single-family residential lots within the Stone Eagle community. Executive Summary Approval of staff's recommendation will approve a Precise Plan (PP) request by Vintage- Stone Eagle, LLC, to increase the approved pad elevation of two existing single-family lots within the Stone Eagle Community. The lots are located at 48471 (Lot No.1) and 48485 (Lot No. 2) Old Stone Trail. The pad elevation of Lot No. 1 will increase from the existing approved elevation of 665.0' above mean sea level (AMSL) to 667.0'. The pad elevation of Lot No. 2 will increase above the existing approved pad elevation of 666.0' to 667.0'. No modifications to the size or dimensions of the existing parcels are proposed. The changes are necessary to develop new single-family dwellings on the respective lots. The grading plan has been reviewed by the City Engineer and will comply with City grading requirements. The proposal will re-naturalize all the new-fill associated with the increased elevation to ensure compatibility with graded slopes within the Stone Eagle community. Background A. Property Description The project site consists of two contiguous single-family properties at 48471 Old Stone Trail (Lot No. 1 of TTM 30438) and 48485 Old Stone Trail (Lot No. 2 of TTM No. 30438) located at the southwest corner of the intersection of Old Stone Trail and South Ridge Drive within the Stone Eagle Community. Stone Eagle is located in the foothills of the Santa Rosa Mountains west of Highway 74 and the Palm Valley Storm Channel. September 9, 2021 — Staff Report Case No. PP 21-0007 Old Stone Trail Pad Elevation Page 2of5 The Palm Desert City Council originally approved the Stone Eagle community in 2002 with a Development Agreement (DA 02-1) to allow up to 61 total dwelling units within a 703-acre area. To date, 44 unit lots have been graded or developed, and the City has approved four (4) additional lots, leaving 13 future lots remaining. The original DA has been amended three times since the original approval. • Amendment No. 1: Approved in September of 2007, this amendment allowed the developer to sell 20 homes within Stone Eagle with up to nine (9) fractional interests. In exchange, Stone Eagle agreed to designate the remaining 41 units as single ownership. • Amendment No. 2: Approved in March of 2008, this amendment allowed the developer to increase the roof height of 19 residential units within Stone Eagle to 25'-2". • Amendment No. 3: Approved in February of 2019, this amendment allowed the developer to annex Tentative Parcel Map (TPM) 37336 for a new 7.7-acre subdivision containing four (4) residential lots into the Stone Eagle community. The DA amendments did not directly affect or modify Lot Nos. 1 and 2 of TTM 30438. In 2005, the City approved Grading Permit 988, which approved the rough grading plan for 44 lots within Stone Eagle. This grading plan established the approved pad elevations for Lot Nos. 1 and 2 at 665.0' and 666.0', respectively (see Lot Nos. 38 and 39 of the attached grading plan for reference). The western edge of the two parcels adjoins Lot B, a common area drainage channel. B. Zoning and General Plan Land Use Designation: Zone: Hillside Planned Residential (HPR), Drainageway, Floodplain, Watercourse Overlay District (D) General Plan: Golf Course and Resort Neighborhood (GCRN) C. Adjacent Zoning and Land Use: North: HPR, D — Single-family dwelling — Stone Eagle South: HPR, D —Vacant rough-graded single-family parcel — Stone Eagle East: Open Space (O.S.) — Palm Valley Storm Channel West: HPR, D —Vacant rough-graded single-family parcel — Stone Eagle Project Description The project is a request by Vintage-Stone Eagle, LLC. (Applicant), to increase the approved pad elevation of two contiguous single-family lots within the Stone Eagle tract. The applicant owns several lots in TTM 30438 and has plans to construct single-family dwelling units on 18 of the 44 original lots. This pad height increase will facilitate the development of two new dwelling units on Lot Nos. 1 and 2 of TTM 30438. September 9, 2021 — Staff Report Case No. PP 21-0007 Old Stone Trail Pad Elevation Page 3 of 5 Lot No. 1 (labeled as No. 38 on the approved rough grade) has an approved pad elevation of 665.0'. The proposed modification will increase the height of this pad by two feet to 667.0'. This increase will require the import of approximately 100 cubic yards (CY) of fill. This fill will be placed in the footprint of the existing pad to preserve existing slopes along the perimeter of the lot. The applicant will construct a rock retaining wall along the perimeter of the newly added fill. Lot No. 2 (labeled as No. 39 on the rough grade) has an approved pad elevation of 666.0'. The modification will increase this elevation by one foot to 667.0'. This will make the pad level with the newly raised Lot No. 1. This lot will require the import of 110 CY of fill. The new fill will fit within the approved pad area and preserve the slopes at the east and west end of the lot. No other changes are proposed to the two lots. The applicant has provided architecture elevations and landscape plans for reference. These items are not subject to Planning Commission approval and will be approved by City staff subject to design guidelines for Stone Eagle. Analysis Palm Desert Municipal Code (PDMC) Section 27.12.045 establishes the requirement that all properties are subject to a Tentative Parcel Map (TPM) and must conform to the pad elevations approved with the map. If the proposed pad elevations vary by six (6) inches from the approved map, a public hearing is required to approve the change. The project would increase the approved pad elevation by one to two feet, thus requiring a public hearing for approval. The approval sought is a Precise Plan. A. Land Use Compatibility: General Plan The General Plan land use designation of the subject properties is Golf Course and Resort Neighborhood. This designation is intended for lower-intensity neighborhood development up to 8.0 dwelling units. The existing lot and surrounding community have been approved and conform with the intent of this district. The alteration of the pad elevation does not interfere with the intent of the zone as the future development of the parcel as a single-family dwelling is consistent. The General Plan, Environmental Resources (Chapter 6) establishes goals for the preservation of the City's natural resources and open space. Environmental Resources, Goal 2 (Visual Resources) establishes policies for preserving visual resources provided by the hillsides and mountains surrounding the City. The proposal is located in an existing residential community at the foothills of the Santa Rosa Mountains; therefore, subject to additional consideration to ensure visual resources are preserved. The project is located in a relatively low-lying area of an existing residential community that has been designed to mitigate adverse impacts on views of prominent hillsides and ridgelines by utilizing sensitive grading practices such as preserving natural slopes, and contours, and re-naturalizing of excavation September 9, 2021 — Staff Report Case No. PP 21-0007 Old Stone Trail Pad Elevation Page 4 of 5 and embankments. The increase in the pad elevation of the subject parcels will not adversely affect existing views of the hillside because of the following: it is not located on a visually prominent hillside area, does not require large quantities of excavation, does not affect a ridgeline, or expand the graded area of the existing lots. Views of the low-lying areas of Stone Eagle from the nearby Sommerset residential community, east of the Palm Valley Storm Channel, are obscured by an existing embankment, which is naturalized with boulders and desert native Palo Verde trees and located along the western edge of the Channel. Zoning The subject properties are zoned Hillside Planned Residential, which is a zoning designation that requires preservation of the hillside area through sensitive grading practices and establishes a residential density of one (1) unit per five (5) acres. The lots in question, and all of Stone Eagle, do not conform to the HPR zone; however, were established by a DA to allow the current design. The proposal does not alter the lot dimensions or affect conformance to the zoning requirement. The properties feature a Drainageway, Floodplain, Watercourse Overlay (D) designation. This overlay designates areas of the City that are known to be subject to flooding. The parcels in question are no longer located in an area subject to flood risk per flood maps provided available from the Federal Emergency Management Agency (FEMA). This is due to the improvements of the Palm Valley Storm Channel and onsite drainage, which uses common open spaces areas such as creeks and a lake for onsite retention. The increase of the pad elevation was reviewed by the City Engineer, who provided approval of the design since it did not cause adverse drainage issues and complies with the City drainage requirements. Public Input Public noticing was conducted for the September 7, 2021, Planning Commission meeting in accordance with California Government Code Section 65090 to 65096 and PDMC Section 25.60.060. A public hearing notice was published on Sunday, August 29, 2021, in The Desert Sun. Additionally, notices were mailed to all property owners within 300 feet of the project site. Forty-two (42) hearing notices were mailed. The public comment period occurred between August 29, 2021, and September 7, 2021. Conclusion The proposed pad elevation increase is consistent with the zoning and surrounding land use for the Stone Eagle Development. The City Engineer has reviewed the plan and found it will meet City drainage requirements without causing adverse impacts. The proposal does not interfere with the General Plan goals and policies to preserve views of the hillside since it is in a low-lying area of an existing residential community, and does not create prominent excavations or embankments. Staff recommends approval of the proposal subject to conditions of approval listed in the draft Planning Commission resolution. September 9, 2021 — Staff Report Case No. PP 21-0007 Old Stone Trail Pad Elevation Page 5 of 5 Environmental Review For the purposes of CEQA, the Director of Development Services has determined that this project is Categorically Exempt from CEQA review in accordance with Section 15304: Class 4—Minor Alterations to Land of the CEQA Guidelines as the alteration is in conformance with the City's General Plan and zoning requirements, involves grading on land with a slope less than 10% or in officially mapped areas of severe geologic hazard such as an Alquist-Priolo Earthquake Fault Zone or within an official Seismic Hazard Zones. Staff has prepared a Notice of Exemption, and no further review is necessary. Findings of Approval Findings can be made in support of the project and in accordance with the City's Municipal Code. Findings in support of this project are contained in Planning Commission Resolution No. 2796, attached to this staff report. LEGAL REVIEW DEPT. REVIEW FINANCIAL ASSISTANT CITY REVIEW MANAGER N/A watt& V&4wy N/A N/A Robert W. Hargreaves Martin Alvarez, Director of Janet Moore Andy Firestine City Attorney Development Services Director of Finance Assistant City Manager City Manager: L. Todd Hileman: N/A APPLICANT: Vintage-Stone Eagle, LLC. 7 Upper Newport Plaza, Suite 200 Newport Beach, CA 92660 ATTACHMENTS: 1. Draft Planning Commission Resolution No. 2796 2. Public Hearing Notice 3. Notice of Exemption 4. Project Plans 5. G-988— Reference Only PLANNING COMMISSION RESOLUTION NO. 2796 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, ADOPTING A NOTICE OF EXEMPTION IN ACCORDANCE WITH THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA); AND APPROVING A PRECISE PLAN TO INCREASE THE APPROVED PAD ELEVATION OF LOT NOS. 1 AND 2 OF TENTATIVE TRACT MAP (TTM) 30438 FOR TWO EXISTING SINGLE-FAMILY LOTS WITHIN THE STONE EAGLE RESIDENTIAL COMMUNITY CASE NO: 21-0007 WHEREAS, the Planning Commission of the City of Palm Desert, California, did on the 7t" day of September 2021, hold a duly noticed public hearing to consider the request by Vintage-Stone Eagle, LLC, for approval of the above-noted; and WHEREAS, the project is located within the City's Hillside Planned Residential (HPR) zone and Drainage (D) Overlay Districts; and WHEREAS, the City Council, in 2002, approved Resolution 02-137, approving TTM 30438 and the development of the Stone Eagle residential community; and WHEREAS, the City of Palm Desert Public Works Department, in 2005, approved Grading Permit G988, establishing a pad elevation of 665.0' for Lot No. 1 of TM 30438 and a pad elevation of 666.0' for Lot No. 2 of TM 30438; and WHEREAS, the Applicant, is requesting to increase from the approved pad elevation of Lot No. 1 of TM 30438 to 667.0' and increase the pad elevation of Lot No. 2 of TM 30438 to 667.0'; and WHEREAS, the acting City Engineer has reviewed the proposal and found it to be consistent with City of Palm Desert Grading Requirements; and WHEREAS, said application has complied with the requirements of the "City of Palm Desert Procedure for Implementation of CEQA" Resolution No. 2019-41, in that the Director of Development Services has determined that the project will not have a significant impact on the environment and that the project is categorically exempt under Article 19, Section 15304 Minor Alterations of Land (Class 4) of the CEQA Guidelines; 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, said Planning Commission did make the following findings to justify the approval of said request: NOW, THEREFORE, BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, AS FOLLOWS: 1. That the above recitations are true and correct and constitute the findings of the Planning Commission in this case. 2. That the Planning Commission does hereby approve Precise Plan 21-0007, subject to conditions attached. PLANNING COMMISSION RESOLUTION NO. 2796 PASSED, APPROVED, AND ADOPTED by the Planning Commission of the City of Palm Desert, California, at its regular meeting held on the 7t" day of September 2021, by the following vote, to wit: AYES: NOES: ABSENT: ABSTAIN: JOHN GREENWOOD, CHAIR ATTEST: MARTIN ALVAREZ, SECRETARY PALM DESERT PLANNING COMMISSION 2 PLANNING COMMISSION RESOLUTION NO. 2796 CONDITIONS OF APPROVAL CASE NO. PP 21-0007 LAND DEVELOPMENT DIVISION (PLANNING/ENGINEERING): 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, 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. Developer upon such notification shall deposit with City sufficient funds in the judgment of 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 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 Palm Desert Municipal Code (PDMC), and state and federal statutes now in force, or which hereafter may be in force. 4. Construction of said project shall commence within two years from the date of final approval unless an extension of time is granted; otherwise, said approval shall become null, void, and of no effect whatsoever. 5. Any proposed modifications to this approval shall require an amendment to the application, which will result in a new public hearing. 6. Prior to issuance of a building permit for construction of any use contemplated by this approval, the Applicant shall first obtain permits and/or clearance from the following agencies: Building & Safety Division City Fire Marshal Coachella Valley Water District 3 PLANNING COMMISSION RESOLUTION NO. 2796 Evidence of said permit or clearance from the above agencies shall be presented to the Department of Building & Safety at the time of issuance of a building permit for the use contemplated herewith. 7. The Applicant/owner shall comply with all applicable provisions of federal, state, and local ordinances in effect at the time of building permit issuance. 8. All cuts, fills, or other areas temporarily disturbed by grading shall be re-naturalized, colored, and landscaped to blend with the adjacent undisturbed natural terrain. 9. The Applicant or any successor in interest shall comply with all applicable local, state, and federal laws and regulations. 10. A copy of the herein-listed conditions of approval shall be included in the construction documentation package for the project, which shall be continuously maintained on-site during Project construction. 11. The final design of all site walls shall be subject to review and approval by the Palm Desert Development Services Department. 12. The pad elevation of Lot No. 1 shall be 667.0' above mean sea level. The pad elevation of Lot No. 2 shall be 667.0' above mean sea level. 13. The Applicant shall submit a grading plan to the Department of Public Works for review and approval. Any changes to the approved civil or landscape plans must be reviewed for approval prior to work commencing. 14. The Applicant shall submit a PM10 application for approval. The Applicant shall comply with all provisions of Palm Desert Municipal Code Section 24.12 regarding Fugitive Dust Control. 15. The Applicant shall abide by all provisions of the City of Palm Desert Ordinance 843, Section 24.20 Stormwater Management and Discharge Ordinance. END OF CONDITIONS OF APPROVAL 4 r--�- CIIy Of P 0 1 M DESERT 73-510 FRED WARING DRIVE PALM DESERT,CALIFORNIA 92260-2578 TEL: 760 346-o6ii info@cityofpalmdesert.org CITY OF PALM DESERT LEGAL NOTICE CASE NO. PP 21-0007 NOTICE OF A PUBLIC HEARING BEFORE THE CITY OF PALM DESERT PLANNING COMMISSION TO CONSIDER A REQUEST BY VINTAGE-STONE EAGLE, LLC, FOR THE ADOPTION OF A CATEGORICAL EXEMPTION IN ACCORDANCE WITH THE CALIFORNIA ENVIRONMENTAL QUALITY ACT, AND APPROVAL OF A PRECISE PLAN APPLICATION TO INCREASE THE APPROVED PAD ELEVATIONS OF LOT #1 AND #2 OF TR 30438 FOR TWO EXISTING SINGLE-FAMILY RESIDENTIAL LOTS WITHIN THE STONE EAGLE RESIDENTIAL COMMUNITY. The City of Palm Desert (City), in its capacity as the Lead Agency for this project under the California Environmental Quality Act, has determined that this project is Categorically Exempt from CEQA review in accordance with Section 15304: Class 4 —Minor Alterations to Land of the CEQA Guidelines. Project Location/Description: Protect Location: 48471 Old Stone Trail (Lot 1) and 48485 Old Stone Trail (Lot 2) Project Description: The project is a request by Vintage-Stone Eagle, LLC (applicant), to increase the pad elevation of two existing single-family lots within the Stone Eagle Community located west of Highway 74 in Palm Desert. The parcels are Lots #1 and #2 of TR 30438. The applicant will raise the pad elevation of Lot#1 by 2'-0" above the approved pad elevation. The pad elevation of Lot #2 will increase by V-0". Both lots will have a pad elevation of 667 above mean sea level (AMSL). The lot size and shape will not change. Recommendation: Staff is recommending that the Planning Commission adopt a resolution approving the project. Public Hearing: The public hearing will be held before the Planning Commission on September 7, 2021, at 6:00 p.m. via Zoom. The hearing will be conducted in accordance with the City's emergency protocols for social distancing. Options for remote participation will be listed on the Posted Agenda for the meeting at: https://www.cityofpalmdesert.org/our-city/committees-and- commissions/planning-commission-information-center. Comment Period: The public comment period for this project is from August 29, 2021, to September 7, 2021. Public Review: The plans and related documents are available for public review Monday through Thursday from 8:00 a.m. to 5:00 p.m. by contacting the project planner, Mr. Nick Melloni. Please submit written comments to the Land Development Division (Planning/Engineering). If any group challenges the action in court, issues raised may be limited to only those issues raised at the public hearing described in this notice or in written correspondence at, or prior to the Planning Commission hearing. All comments and any questions should be directed to: Nick Melloni, Associate Planner City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260 (760) 346-0611, Extension 479 nmelloni@cityofpalmdesert.org PUBLISH: DESERT SUN ERIC CEJA, SECRETARY August 29, 2021 Palm Desert Planning Commission NOTICE OF EXEMPTION TO: FROM: City of Palm Desert ❑ Office of Planning and Research 73-510 Fred Waring Drive Palm P. O.Box 3044,Room 113 Desert,CA 92260 Sacramento,CA 95812-3044 ® Clerk of the Board of Supervisors 2724 Gateway Dr,Riverside, or CA 92507 County Clerk County of: Riverside 1. Project Title: PP 21-0007 2. Project Applicant: Vintage-Stone Eagle,LLC. 3. Project Location—Identify street address and 48471 Old Stone Trail JR 30438 Lot#1)and 48485 Old cross streets or attach a map showing project site Stone Trail JR 30438 Lot#2) (preferably a USGS 15' or 7 1/2'topographical map identified by quadrangle name): 4. (a)Project Location—City:Palm Desert (b) Project Location—County:Riverside 5. Description of nature,purpose,and beneficiaries The project is a request by Vintage-Stone Eagle,LLC of Project: (applicant),to increase the pad elevation of two existing single-family lots within the Stone Eagle Community located west of Highway 74 in Palm Desert.The parcels are Lots#1 and#2 of TR 30438.The applicant will raise the pad elevation of Lot#1 by 2'-0"above the approved pad elevation. The pad elevation of Lot#2 will increase by 1'- 0".Both lots will have a pad elevation of 667 above mean sea level(AMSL). The lot size and shape will not change. 6. Name of Public Agency approving project: City of Palm Desert 7. Name of Person or Agency undertaking the Vintage-Stone Eagle, LLC and Vintage-Builders LLC project,including any person undertaking an activity that receives financial assistance from the Public Agency as part of the activity or the person receiving a lease,permit,license,certificate,or other entitlement of use from the Public Agency as part of the activity: 8. Exempt status: (check one) (a) ❑ Ministerial project. (Pub.Res. Code§21080(b)(1); State CEQA Guidelines§ 15268) (b) ❑ Not a project. (c) ❑ Emergency Project. (Pub.Res. Code§21080(b)(4); State CEQA Guidelines§ 15269(b),(c)) (d) ® Categorical Exemption. Class 4"Minor Alteration to Land"; State CEQA State type and section number: ; Guidelines§15304 (e) ❑ Declared Emergency. (Pub.Res. Code§21080(b)(3); State CEQA Guidelines§ 15269(a)) (f) ❑ Statutory Exemption. State Code section number: Notice of Exemption FORM`B" (g) ❑ Other. Explanation: General Rule—Section 15061(b)(3) 9. Reason why project was exempt: For the purposes of CEQA,the Director of Development Services has determined that this project is Categorically Exempt from CEQA review in accordance with Section 15304: Class 4—Minor Alterations to Land of the CEQA Guidelines as the alteration is in conformance with the City's General Plan and zoning requirements,involves grading on land with a slope less than 10%or in officially mapped areas of severe geologic hazard such as an Alquist- Priolo Earthquake Fault Zone or within an official Seismic Hazard Zones. Staff has prepared a Notice of Exemption, and no further review is necessary. 10. Lead Agency Contact Person: Nick Melloni,Associate Planner Telephone: (760)346-0611 11. If filed by applicant: Attach Preliminary Exemption Assessment(Form"A")before filing. 12. Has a Notice of Exemption been filed by the public agency approving the project? ❑ Yes ❑ ❑ No ❑ 13. Was a public hearing held by the lead agency to consider the exemption? ❑ Yes® ❑No❑ If yes,the date of the public hearing was: September 7,2021 Signature: Date: Title: ❑ ® Signed by Lead Agency ❑ ❑ Signed by Applicant Date Received for Filing: (Clerk Stamp Here) Authority cited: Sections 21083 and 21100,Public Resources Code. Reference: Sections 21108,21152,and 21152.1,Public Resources Code. Notice of Exemption FORM`B" EXHIBIT "A" PLOT PLAN SHOWING FILL AREA LOTS 1 & 2 , TRACT 30438 LEGEND PROPOSED FILL AREA (0---- —�❑_ ❑ ---- — — — — /IVI��p Opp �� DGE1RA _--- sc o _ AS H Nc--__— _ I '166 � I VI 1 I t,ti �Y I I �� 6 �'".� 7 I II NG6] 9 — N ]aG6]a8 �` E%&� J E I N EIX I S T I N G N62 GROUND Nc67a I . NG6 G ,y I . . . . . . . . 1JG6 �l©iMH I _ ING6• 6 P A I I I I I I 1�,I rI I '665 I II NG]9.] U11 /L NG66 1 co YY VVV/Y 06-61 N 66 _ — — — 6 J00 I I co — I I N66 V G6 N 83°793r EN ' ' NG679.d €� 0 N 66 3 i JHIN EXISTING NORTH Q ✓` iGRIJUND X 6 I I T NG6]9.0 NG6fi J I / � I I NG67a8 dsdi O NG678.8 NU �G 6]9.4 6_ b NG66 — I u J aa] G679.8 2 9 666.83 I I (� � \ ., a I \ I I I .I N9667.4 ------------------------------------------ EXHIBIT "B" X-SECTIONS LOTS 1 & 2 TRACT 30438 Section 1 Lots 1 & 2 GRAPHIC SCALE H=20.0' SCALE 1"=10' V=4.0' I I ILl T LINE LOT LINE RUE urvE E III IING WALL 1670.0 PRR GROOND N ]o.00 - «8 s ,HRI DE,RAIL LOT LOT p + I II. V IFILL AREAARPR — W — - - --- --- --� RO GH GRADE 1il } 660.0 60.00 � I I � I 65J,5 SJ,50 yI IF N - C O+J.o0 +'Mu a m N I i - - - � Section 2 Lots 1 & 2 V=4.0' O PUE JNE C \ LO Il E LOT LINE $N R W G R 11W 3 \ De d m $ a 670,D ROUND +�I LL JD.DD LOT �1 p r 2 PAD=667.00 fil p R JIL.L661) 60.00 65J.5 u SJ,50 00 0 2+ 00 3+ OB 1 J I 11 II I II LOT 1 LOT 2 /I Section 3 W—E Lot 1 ------° r H=20.0 ------------- - 55 55 ---_ n - —— ETAINING WALL RE1AININ WALL — __ m (OBI u P +E 'OR TIAILR w W `off vu' GROP. erg' s 70.00 OLD STONE TR4/L -_ Q d - + - - --__ �70 —— ——� \ / � -- ILL AREA -- 65J.5 .50 D*J 00 1*0 00 A 2a .00 : 3*.00 X—SECTIONS LEGEND PLAN VIEW PROPOSED FILL AREA IN ACHE CITY OF FAUN[ DESERT , COUNTY OF RIVERSIDE , STATE OF CALIFORNIA SITE PLAN ` ► ` _ \\ \� \\\\ \ \\\\ \ \\ ''Fj� — J��}�T9f�A - - y S ==��_�fi�S =- 1�}Si� _ _ y� ,9�j�J ' � //Z -674 ► I ► ► s \ — , ► \ - - - � - •667- - / / - _ ► ) II 699 \ \ ► Z I ► ' III d \ \ - - - \ \ � ` � I ► � I III � � ► Il4 \ \ l— \ 1 z J� �� <-667 ' I —— — — —— — i I I / I I666- N,\ 66— 1 -- \ / I �`�� PROPOSED: I I I I ,' �—\ _ _ \ �,� 03 LOT 1 : 48— 471 OLD STONE TRAIL MOW HOUSE ( GROUND FLOOR ) 2692 SQ. FT. I GARAGE 579 SQ. FT. I I P -p70_ — _ = rr / / �\ iTra INo. 3 1 i _ OUTDOORLIVING 388 S FT. i ► 1 1 — �7.671 1 ' ;lM 6 2-070-0_ — I \ / Q / I I _ I I/�; Tl!FF = 667. 7„�'- PATIO 36 SQ. FT. I I I I a.. _ _ \ �� \ _ � , l _ 66 TOTAL 3695 SQ. FT. i I I I --- . I u / ,a.r ,r •r — r— — I i / ,/ d rnmil ,' LOT SIZE 11 , 778 SQ. FT. ; — a.r— r— = S �' , , , rn LOT COVERAGE 31 . 3 i i I� a'r \ ' — 0) II \ LOT 2: 48 485 OLD STONE TRAIL 0 a• Sow SWT.OAK \ a HOUSE ( GROUND FLOOR ) 2692 SQ. FT. I ' " a Dow W°� -$gg ,► GARAGE 579 SQ. FT. °' OUTDOOR LIVING 388 SQ. FT. PATIO 36 SQ. FT. L TOTAL 3695 SQ. FT. I 2044 FA.PEN. ✓ / /�� / / / / / LOT SIZE 8, 290 SQ. FT. � OD i - - - - - - EXISTING COVERAGE 44. 6 - -� = —� - - - �' — � ��r4- - - - - - - - - - - - L — o) _ 0) GRAPHIC SCALE SCALE 1"=10' _ O � .0) 1 OLD STONE TRAIL �& a ENGINEER CITY . CITY OF PALM DESERT PLAN CHECKED BY: CITY OF PALM DESERT �� O MARK BY DATE REVISIONS APPR. DATE oQ�IVESSlol9 Design CIVIL DESIGN 8C DEPARTMENT OF PUBLIC WORKS ��•�� D Boy, DRAFTING, INC. APPROVED BY: SHEET F q F �� Po * �09�z rafting 985 PATRIOT DRIVE, UNIT C CIVIL SITE PLANS DIAL TWO WORKING m inc. VOORPARK, CA 93021 OF BEFORE DAYS BEFORE wrl No. 51299 PH: 805-522-2622 ��© LOTS 1 and 2 OF TRACT �0438 SHEETS YOU DIG YOU DIG � Exp. 6-30-22 � CITY ENGINEER DATE TOLL FREE -800-227-2600 PREPARED UNDER THE DIRECT SUPERVISION OF: TRAFFIC CITY FILE NUMBER A PUBLIC SERVICE BY FOF CA��F DATE: LOCATED IN A PORTION OF THE SE 1/4 OF SECTION 31, T 5 S, R 6 E, SBBM UNDERGROUND SERVICE ALERT IMAD ABOUJAWDAH, RCE 51299 EXP. 06/30/22 REVIEWED AND RECOMMENDED BY: DATE LANDSCAPE PLOT DATE: 07-13-2021 i i i i i i i I i i I I I I I I M y "� ; •�SJ;ix I w wk r... Jow Lu CL t —� _ 41 .. /� � � L IB c +' }T }4 . y i/ TT ry 1. y i T � r ... .. r •• In F :i .ri R LLLLLLLLL .., n I , l c I ....... .. ...... . ' STREET LOT 3 LOT 2 LOT I i i Bassenian I La9oni CONCEPTUAL STREETSCENE ARCHITECTURE • PLANNING • INTERIORS Copyright 2014 Bassenian I Lagoni Architects S T O N E E A G L E S F D 07 . 1 2 . 2 1 .fl , 0 ,.i Palm Desert CA I I s 389 . 12054 VINTAGE COMMUNITIES 54'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I OUTDOOR I - I LIVING I _00 I 374 x 105 I — I I I I I 24080POCKE❑ - - - - - - - - - - - - �- - - - - - - - - - - - - I I I I DINING I 16 X11 GREAT ROOM 20 0 x 203 — —+ I i I i I i I i — —+ � 00 I I t 1 I - - - - - - - - - - - Ll 1 — 1 �------- ------- ------- PANTRY I o t-----rt----- 0 MASTER BA. 2 BEDROOM P R. 169 x 150 ly C) 011 L- ---- --- BEDROOM 2 - - - — - - - - 144 x13? r-- -------- ---- 00 ENTRY I GOLF CART STORAGE 100 x 135 I �� MASTER I o SEAT o00o BEDROOM 3 BATH i LINEN . 0 �^c 12- x 13— 0 I � I I II PORCH BA. 3 I I II 13L.F. v D Ulu I I I I I TANKLESS W/H o GARAGE rll PLAN I X 204 x203 I 29692 SQ. FT. I 3 BEDROOMS / 3.5 BATHS I 2 - CAR GARAGE / GOLF CART I I I FLOOR AREA TABLE ST FLOOR 29692 SQ. FT. 2 - CAR GARAGE / GOLF CART 579 SQ. FT. OUTDOOR LIVING 388 SQ. FT. PORCH 36 SQ. FT. Bassenian I Lagom P L A N I X NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION ARCHITECTURE - PLANNING - INTERIORS Copyright 2014 Bassenian I Lagoni Architects S T O N E E A G L E S F D 0 7 . 1 2 . 2 1 'Newport Beach,CA USA 92660 Palm Desert CA 9100 0 2 4 1 389 . 12054 VINTAGE COMMUNITIES TOP OF RIDGE +I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 nau co 0 0 0 0 0 0 0 0 [Lo 0 0 0 kL Ll I REAR FRONT A - - - - - - - --- - - - - - - --- --- - , I , I I I --- � 00000000 0000 000 00000000 00000000 0 0 0 0 0 0 0 0 [Z-i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEFT NO] - - - - - ---- ---- I I I I a _ I I I I I I I I I I I I I I I I I I I I I ROOF PLAN A PITCH: V.01. RIGHT RAKE: 6„5.12 1/$° EAVE: 6" ROOF MATERIAL: CONCRETE "S" TILE Bassenian I Lagoni PLAN I X - ALT Santa Barbara Elevation ARCHITECTURE • PLANNING • INTERIORS Copyright 2014 Bassenian I Lagoni Architects S T O N E E A G L E S F D 07 . 1 2 . 2 1 ' Palm Desert CA 2 4 81 389 . 12054 VINTAGE COMMUNITIES TOP OF RIDGE +I 00000000 0 000 +I O O 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 REAR FRONT A - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - --- --- - I � o 0 0 0 0 0 0 0 FT7k, 0 0 0 0 0 0 0 0 MT1 L. - . 0u. - O . 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LEFT I I I I I a _ I I I I I I I I I I I I I I I I , Y I ■ I I ROOF PLAN A PITCH: V.01. RIGHT RAKE: 6„5.12 1/$° EAVE: 6" ROOF MATERIAL: CONCRETE "S" TILE Bassenian I Lagoni PLAN I X Santa Barbara Elevation ARCHITECTURE • PLANNING • INTERIORS Copyright 2014 Bassenian I Lagoni Architects S T O N E E A G L E S F D 07 . 1 2 . 2 1 ' Palm Desert CA 2 4 81 389 . 12054 VINTAGE COMMUNITIES R i _ ti *� - .• � 3 fT7 to 4111111111 ME now OMMME No a qt.�s NONE -all EINEENINEINEIN lixff j■�■+ ■fit r. ;111111141 11111Fllrrlllllr111111!' Rr-r - Ar ■ ■+ �11 � ■��0�� _ •Irrrllllllllllllr>� ;�-� /~`��++��! ��" _ � � 'i' � -` � IIIIIIIIlI1111111r111111111111A1111A1IIIIrIIIIIl1AAIl11Ir11111111111I1111111111111r1111 � . 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MOM n -low k- 81111111 � _ L ,r � _ .... �� Cam: IFLA. r SEEN: y#.'~" " �' f•-; �� Y. � � - •• � - �Il�lll�lllllulnrnn amp 0 Now ne EWE+ ram+ ■�.WE r a + ■ r Y . 0 � j■■ QN- F Y ,.� Ar -#1�r`d#r�. ►1111i1� � '�:•'' .�'. _�-�• �+ _C � - � .. �R 9s�ff -, .. -• -�rr IFFQIIIr!lrl11F!lr11FF!lrllF lrrllrl�= �•-� - },±lr±±�Jldr±ilnell!1!rlr+lllp�Jrl±l11±u11±r111±R `+ • _ � Wit:.: ;l•a vr • JAL, bob ■ • - • . - • 1 1 • 1 PALM DESERT GENERAL NOTES: Ili THE CITY OF PALS[ DESERT , COUNTY OF RtVERStDE , STATE OF CALtFORNtA _�;,PP_ _ Estates 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THE STANDARD DRAWINGS Ta - - �� Itnsort The Mesa �JI [q[h¢dral Cany�n Mission Club AND SPECIFICATIONS OF THE CITY OF PALM DESERT, THE STANDARD SPECIFICATIONS ��Y --_ 'G f1'ranniel [d,nt.ycma FOR PUBLIC WORKS CONSTRUCTION AND THE CALTRANS STANDARD PLANS AND CALTRANS STANDARD SPECIFICATIONS WHEN APPLICABLE. 0 S G A D G � A Cathedra City Mirage 1 2. NO CONSTRUCTION IS AUTHORIZED WITHOUT THE APPROPRIATE PERMITS ISSUED BY THE CITY OF PALM DESERT PUBLIC WORKS DEPARTMENT. 3. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED. STONE EAGLE ESTATES PROJECT . Pa� `�, Desert 4. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUCTION, LOT I OF T R16 A C T 30438 SITE THE ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE Stone EaFi SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. SHEET INDEX GdfClub LD S TON E T A I L 1 COVER SHEET Cahulua 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ONSITE, OFFSITE AND /�p/� ADJACENT UTILITIES, FACILITIES AND PROPERTIES. PALM DESERT GRADING NOTES: 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT GRADING ORDINANCE. 1. ALL GRADING IS TO BE DONE IN ACCORDANCE WITH THE CITY OF PALM DESERT DRIVE- 2 PRECISE GRADING PLAN \ ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STONE ��LLc Dr\QlV STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL - WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE IMPROVEMENT PLANS. 2• THIS PLAN IS FOR GRADING PURPOSES ONLY. ISSUANCE OF A GRADING -- PERMIT BASED ON THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY 7. THE CONTRACTOR, AT NO EXPENSE TO THE CITY, SHALL PROVIDE ALL NECESSARY LOCATIONS AND SIZES, PARKING LAYOUT, BUILDING LOCATION, WALL HEIGHTS SAMPLES AND TESTS THAT THE DIRECTOR OF PUBLIC WORKS MAY REQUIRE TO ASSURE AND LOCATIONS, OFFSITE DRAINAGE FACILITIES, OR OTHER ITEMS NOT RELATED THAT QUALITY OF MATERIAL AND WORKMANSHIP ARE IN ACCORDANCE WITH THE DIRECTLY TO THE BASIC GRADING OPERATION. O EXISTING UNDERGROUND UTILITIES SPECIFICATIONS. 3. A WET SIGNED LETTER OF CERTIFICATION FROM THE ENGINEER-OF-WORK STATING / SANITARY SEWER TELEPHONE CONDUIT T T �O � WATER LINE 6" W ELECTRICAL CONDUIT E - E 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL G STORM DRAIN 24" S.D. STREET LIGHTING SL- SL FACILITIES, COMPLETED AND UNCOMPLETED, UNTIL ACCEPTED BY THE CITY. LOCATIONS OF FORMS ARE IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED / ��Q GAS LINE 2" G TRAFFIC SIGNAL SIG SIG VICINITY MAP PLAN, AND A COMPACTION REPORT FROM A SOILS ENGINEER ON ALL FILL ri IRRIGATION LINE 20" IRR. CABLE TELEVISION CTV CTV 9. ALL SURVEY MONUMENTS WITHIN OR BOUNDING THE WORK LIMITS, WHETHER FOUND FROM AREAS ARE REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. �/ �(� O NOT TO SCALE RECORD OR BY INSPECTION, SHALL, PRIOR TO ANY CONSTRUCTION, BE LOCATED AND �\ 4. ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVED BY THE REFERENCED BY A LICENSED SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE EXISTING TOPOGRAPHY LAND SURVEYING. THE REFERENCED MONUMENTS DISTURBED OR REMOVED DURING DEPARTMENT OF COMMUNITY DEVELOPMENT, ISSUED A SEPARATE PERMIT AND BE ��T�� BLOCK WALL - �- TOP OF SLOPE INSPECTED BY THE DEPARTMENT OF BUILDING AND SAFETY. BOARD FENCE �_ �- TOE OF SLOPE CONSTRUCTION SHALL BE RESET IN ACCORDANCE WITH SECTION 8771 OF THE LAND RETAINING WALLS SHALL BE CONSTRUCTED TO CITY OF PALM DESERT SURVEYORS ACT AND CITY STANDARDS AND REQUIREMENTS AT THE CONTRACTOR'S �'I -X- -X- WIRE FENCE - DIRECTION OF FLOW PROJECT INFO EXPENSE. RETAINING WALL STANDARDS OR BE SUPPORTED BY ENGINEERING CALCULATIONS e e CHAIN LINK FENCE �� RETAINING WALL AND DETAILS. 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS IN PALM DESERT Os SANITARY SEWER M.H. °P� POLE & GUY ANCHOR o GAS METER PROJECT: AT (760) 776-6450 AT LEAST 48 HOURS PRIOR TO COMMENCING ANY WORK. 5. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS OD STORM DRAIN M.H. °E ELECTRICAL POLE RAILROAD TRACKS TRACT 30438 LOT 1 COMMENCED. �F-1� TELEPHONE VAULT °T TELEPHONE POLE 6P RAILROAD SIGNAL PRECISE GRADING PLAN 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL / °i JOINT USE POLE TRAFFIC SIGN o PULL BOX STONE EAGLE ESTATES UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES OR FOR EMERGENCY 6. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING / / w 48471 OLD STONE TRAIL ASSISTANCE CALL: CONSTRUCTION, THE ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR _ _ / / El WATER METER STREET NAME SIGN STREET LIGHT 0 PALM DESERT, CALIFORNIA DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR � � / FIRE HYDRANT MAIL BOX VALVE r - WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651 APPROVAL BY THE DEPARTMENT OF PUBLIC WORKS. '� - - � PROJECT DATA: -9 SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651 - �� T� OC.O. SANITARY SEWER CLEANOUT @,.,.B. PEDESTRIAN PUSH BUTTON TOTAL LOT AREA: 11,778 SF ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE, ,,x I I '9/� / DISTURBED AREA: 7,475 SF GAS THE GAS COMPANY 1-800-427-2200 OFF-SITE AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES. = - - ° STREET LIGHT (UPRIGHT) ® TRAFFIC SIGNAL CONTROLLER BUILDING TYPE: SINGLE FAMILY RESIDENCE TELEPHONE VERIZON CALIFORNIA, INC. 1-800-483-1000 `� / BUILDING AREA: VARIES PER LOT CABLE TIME WARNER 760-340-1312 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO - TRAFFIC SIGNAL TRAFFIC SIGNAL ON SIGNAL MAST ARM PRIVATE LANDSCAPE AREA: 2,930 SF DIG ALERT 1-800-227-2600 PROTECT ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY ) STREET LIGHT & TRAFFIC 0 TRAFFIC SIGNAL LOOP DETECTOR - 6' x 6 PUBLIC LANDSCAPE AREA: N/A OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING / SIGNAL ON MAST ARM 12. THE DEPARTMENT OF PUBLIC WORKS DOES NOT ASSUME ANY RESPONSIBILITY FOR THE FROM ANY AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE / Q TRAFFIC SIGNAL LOOP DETECTOR - 6' DIA. ACCURACY OF THE QUANTITIES SHOWN HEREON. GRADING PLANS. � 1 Pe � WALK - DON'T WALK � FEMA FLOOD DATA: PEDESTRIAN SIGNAL��jCITRUS TREE AREAS OF 0.2% ANNUAL CHANCE FLOOD; 13. THE STRUCTURAL SECTION SHALL BE AS PER THE STATE OF CALIFORNIA DEPARTMENT 9. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760) � h/ -� �� AREAS OF 1% ANNUAL CHANCE FLOOD WITH OF TRANSPORTATION, HIGHWAY DESIGN MANUAL TEST NO. 301-F FOR DETERMINATION 776-6450 AT LEAST 24 HOURS PRIOR TO COMMENCING ANY WORK. \ \ / GE 7-0 �J CONCRETE /`� AVERAGE DEPTHS OF LESS THAN 1 FOOT OR riq�L DECIDUOUS TREE WITH DRAINAGE AREAS LESS THAN 1 SQUARE BY THE R-VALUE METHOD. r� -� ASPHALT �� MILE; AND AREAS PROTECTED BY LEVEES 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND � � t`` 1`` 1CL1 PROTECTION OF ALL UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES �� (ASPHALT) 14. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY OF PALM OR FOR EMERGENCY ASSISTANCE CALL: j� - 1 I oiRTj EDGE OF PAVEMENT PALM TREE FROM 1% ANNUAL CHANCE FLOOD DESERT DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT COMMENCED WITHIN =F" I 12 MONTHS FROM THE DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651 '__, h:. ,a SHEET 2 I O �� BUILDING - TOPOGRAPHIC AND BOUNDARY SURVEY: {' - o TREE STUMP SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651 I -I SURVEY PERFORMED BY: ARROWHEAD AERIAL CORPORATION 15. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291 Lot 9 0 UNDERGROUND STRUCTURE - DATE OF SURVEY: 12 03 2012 AND SAWCUT TO A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. ALL DEBRIS GAS THE GAS COMPANY 760-202-422200 / / CREATED BY THE REMOVAL OPERATIONS SHALL BE DISPOSED OF AWAY FROM THE JOB TELEPHONE VERIZON CALIFORNIA, INC. 1-800-483-1000 '' OVERHANGING STRUCTURE SHRUBBERY SITE IN A MANNER AND LOCATION ACCEPTABLE TO ALL CONCERNED AGENCIES AND . EARTHWORK QUANTITIES: ORGANIZATIONS. CABLE TIME WARNER 760-340-1312 RAW CUT: 50 CY DIG ALERT 1-800-227-2600 I RAW FILL: 150 CY ABBREVIATION DEFINITION ABBREVIATION DEFINITION 16. ALL P.C.C. AND A.C. IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHRINKAGE: N/A 11. ALL PROPERTY CORNER MONUMENTS SHALL NOT BE DISTURBED BY THE A.C. Asphaltic Concrete M.V. Mercury vapor SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT NO COST +' Ac. Acre Max. Maximum IMPORT: 100 CY GRADING OPERATION AND RELATED WORK. ANY MONUMENT WHICH THE = EXPORT: OCY TO THE CITY OF PALM DESERT. I ,,d: \ Area Area Min. Minimum CONTRACTOR ANTICIPATES DISTURBING SHALL BE LOCATED AND REFERENCED BY Ave. Avenue N. North A LICENSED LAND SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE _ \ Avg. Average N.T.S. Not to Scale APN AND LEGAL DESCRIPTION: 17. STREETS IN THE CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL TIMES. LAND SURVEYING. ALL MONUMENTS DISTURBED OR REMOVED SHALL BE RESET B.C. Beginning of Curve NE'ly Northeasterly B.C.R. Beginning of Curb Return N'ly Northerly LOT 1 of TR 30438 BY A LICENSED SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE B.M. Bench Mark No. Number 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA. AT THE CONTRACTORS EXPENSE - B.V.C. Beginning of Vertical Curve NW'ly Northwesterly LAND SURVEYING MB 396, PAGES 93-95 , . =_,�. , � Blvd. Boulevard O.C. on Center APN: 652-070-028-8 C Center Opp. Opposite 19. NO PUBLIC STREET SHALL BE CLOSED TO TRAFFIC WITHOUT PRIOR WRITTEN APPROVAL C&G Curb & Gutter P.B. Pull Box OF THE DIRECTOR OF PUBLIC WORKS. 12. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY C.B. Catch Basin P.C. Point of Curvature OF PALM DESERT DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT c.f. Curb Face P.C.C. Point of Compound Curvature or COMMENCED WITHIN 12 MONTHS FROM THE DATE OF APPROVAL BY THE C.I. Cast Iron Portland Cement Concrete 20. NO TRENCHES SHALL REMAIN OPEN OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF DIRECTOR OF PUBLIC WORKS. G.M.P. Corrugated metal pipe P.G.V.C. Point of Compound Vertical Curve C.M.P.A. Corrugated metal pipe e arch P.I. Point of Intersection THE DIRECTOR OF PUBLIC WORKS. C.O. Cleonout P.P. Power Pole CIVIL ENGINEER: OWNER: INDEX MAP C.P. Concrete pipe P.R.C. Point of Reverse Curvature IMAD ABOUJAWDAH MATT OSGOOD C.R. Curb Return P.R.V.C. Point of Reverse Vertical Curve 21. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR CIVIL DESIGN AND DRAFTING, INC.VINTAGE STONE EAGLE NTS C.T.B. Cement treated base P.T. Point of Tangency THE CITY TO ARRANGE FOR NECESSARY WORK TO BE COMPLETED BY OTHERS. COSTS TO c.y. Cubic Yards R Property Line 885 PATRIOT DRIVE, UNIT C 7 UPPER NEWPORT PLAZA COMPLETE THE WORK BY OTHERS WILL BE CHARGED TO THE CONTRACTOR. Calc. calculated Pt. Point MOORPARK, CA 93021 SUITE 250 CONSTRUCTION NOTES QTY. EST. CONSTRUCTION NOTES QTY. EST. Cb. Curb R. Radius PHONE 805-522-2622 NEWPORT BEACH, CA 92660 22. ALL LANDSCAPING AND IRRIGATION THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL C-C Center to Center R.C.P. Reinforced Concrete Pipe CONSTRUCT 16' DRIVEWAY PER THE CITY OF PALM DESERT STD DRAWING Cir. Circle R.E. Registered Engineer FAX 805-426-8016 PHONE 949-253-7100 BE REPAIRED OR REPLACED TO THE APPROVAL OF THE CITY AND THE PROPERTY OWNER. 1 1 EA 5 CONSTRUCT BUBBLER BOX PER DETAIL ON SHEET 2 1 EA OL Center Line R.S. Record of Survey 105 AND LANDSCAPE PLANS. O Co. County or Company R.W. Hdr. Redwood Header cone. Concrete R/R Railroad SOILS ENGINEER: ARCHITECT: 23. CONTRACTOR MUST OBTAIN APPROVAL FOR ANY LANE CLOSURES A MINIMUM OF 48 HOURS O CONSTRUCT PRIVACY WALL PER SEPARATE WALL PLAN AND PERMIT. PER SEPARATE PERMIT const. Construct R/W Right of Way SCOTT HOGREFE JEFF MARCOTTE IN ADVANCE. cor. Corner Rd. Road cu. ft. Cubic feet Rec. Record GOLD COAST GEOSERVICES BASSENIAN LAGONI O3 CONSTRUCT AREA DRAIN 6" DIA. GRATE OR EQUAL PER DETAIL HEREON 8 EA D.G. Decomposed Granite Riv. Riverside 5251 VERDUGO WAY, SUITE J 2031 ORCHARD DRIVE, 24. CONTRACTOR SHALL CALL THE PUBLIC WORKS DEPARTMENT TO REQUEST INSPECTION A D/W Driveway Rt. Right CAMARILLO, CA 93012 SUITE 100 MINIMUM OF 24 HOURS PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL KEEP THE Dr. Drive S. South CONSTRUCT 6" PVC (SDR 35) SD PIPE, SLOPE AT 1% MIN. UNLESS E. East S.B. San Bernardino PHONE 805-484-5070 NEWPORT BEACH, CA 92660 INSPECTOR INFORMED OF PROGRESS OF THE WORK ON A DAILY BASIS. IMPROVEMENTS ® SHOWN 250 LF E.C. End of Curve S.D. Storm Drain PHONE 949-553-9100 PLACED WITHOUT INSPECTION MAY BE REJECTED AND ARE SUBJECT TO REMOVAL. E.C.R. End of Curb Return S/W Sidewalk E.P. Edge of Existing Paving Sec. Section E.V.C. End of Vertical Curve SE'ly Southeasterly LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: Elev. Elevation S'ly Southerly CHRIS HILLSTEAD SHAHZAIN HUSAIN E'ly Easterly Spec. Specifications Est. Estimate Spk. Spike LAND CONCERN SAPPHIRE ENGINEERING INC. CITY PERMIT #: Exc. Excavation Sq. Square 1750 E DEERE AVE 2977 WILLOW LANE, SUITE 101 Exist SBSon SOILS ENGINEER'S CERTIFICATE ANY MODIFICATION OF IE; PLAN F.B. Felldl Book StB&M St eeBernardino Base & Meridian SANTA ANA, CA 92705 WESTLAKE VILLAGE, CA 91361 WE HAVE REVIEWED THIS GRADING PLAN AND F.H. Fire Hydrant Sta. Station PHONE 949-250-4822 PHONE 805-426-9477 FOUND IT TO BE IN SUBSTANTIAL CONFORMANCE �oQROFESS/�N4, Fd. FooundLine St Stdk. Stake Standard FAX 949-752-2469 WITH THE RECOMMENDATIONS OF OUR SOILS �� <�� Ft. Foot SW'ly Southwesterly REPORT FILE NO. GC12-102424 DATED 11/3/2014. y Guy Guy wire of pole T.C. Top of Curb N0. ##### Hor. Horizontal T.P. Top of Pavement * MON. DID, YEAR * MUST BE APPRO D y E CITY I.B.M. Imported Base Material Tel. Telephone Inv. Invert Typ.L.F. Linear Feet V.C. Vertical Curve SCOP� F�TECHN��P �P CITY ISSUE DATE: Lat. Lateral V.C.P. Vitrified Clay Pipe EXP. DATE J. GO/31/2022 51 6 DATE qTF OF CA`�Fo�� Lt. Left V.P.I. Vertical Point of Intersection M.H. Manhole Vert. Vertical GOLD COAST GEOSERVICES, INC. 805-484-5070PRIOR CONSTRUCTION. M.O. Middle Ordinate W. West 5251 VERDUGO WAY, SUITE J M.O.C. Middle of Curve W'ly Westerly CAMARILLO, CA 93012 FOR CITY USE ONLY BENCHMARK: ENGINEER CITY • CITY OF PALM DESERT PLAN CHECKED BY: /vim-\ OT ELEVATION: 215.639 FEET MARK BY DATE REVISIONS APPR. DATE Q�OVESS/0% Design CIVIL DESIGN 8C DEPARTMENT OF PUBLIC WORKS CITY OF PALM DESERT D _ , �c� p=BOU,/ q� DRAFTING, INC. APPROVED BY. SHEET OF CONCRETESTEMCIWALLFLOCA LOCATED AT DESERT BRONZE CORNER ��'� 9�� Fti FroAng PRECISE GRADING PLAN o � � * 9y Z 885 PATRIOT DRIVE, UNIT C CIVIL �p OF DIAL TWO WORKING OF CONCRETE BRIDGE ON HYW. 111 OVER PALM VALLEY r>, inn. MOORPARK, CA 93021 LOT 1 OF TRACT 30 8 2 BEFORE DAYS BEFORE STORMWATER CHANNEL. No. 51299 P: 805-522-2622 F:805-426-8016 SHEETS YOU DIG YOU DIG Exp. 6-30-22 TOM GARCIA P.E. DATE - � BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED * * STONE EAGLE ESTATES o DIRECTOR OF PUBLIC WORKS TRAFFIC ON THE GRID BEARING 'N67°15'54"W' BETWEEN NATIONAL GEODETIC J'J C1��L �� PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E. 48279, EXP. 6/30/2021 CITY FILE NUMBER TOLL FREE 1-800-227-2600 SURVEY HORIZONTAL CONTROL STATIONS 'TOMTIT 2' AND 'RAMO' AS 9�' LOCATED IN A PORTION OF THE SE 1/4 OF SECTION 31, T 5 S, R 6 E, SBBM A PUBLIC SERVICE BY OF C DATE: PER THE NATIONAL GEODETIC SURVEY DATA SHEETS. A�-�F • UNDERGROUND SERVICE ALERT IMAD ABOUJAWDAH, RCE 51299 EXP. 06 30 22 REVIEWED AND RECOMMENDED BY: DATE LANDSCAPE PLOT DATE 04-28-2021 IN THE CITY OF PALM DESERT , COUNTY OF RIVERSIDE , STATE OF CALIFORNIA Lot 10 Tract NO. 30438-3 (APPROVED PAD = 679.0) IC - S - -j G A - ) - - -- G - - - -JA -- LOT I of TRACT 30438 , I I - - - SETBACK LINE — I I O ,�---SETBACK LINE LOT LINE II SETBACK LINE F e hQI r _` ! � 06�op• I I �Q• _ ® \ \ � 6>, DRAIN PER PLAN Q' QCO 1-1 1141s z L=20' w s .91 .moo Q J , // // ////// of z a - 00 C� �p i/// ` ®® > >TG//i, LLJ I I 6 RISER PIP E //i//.�/ 2 O z Q ® . 0 Q I SLO�PE P ER / SLOPE PER , PLAN 3 PLAN Q 4 � E = PIPE SIZE PIPE SIZE �' 666.22 �9 \ PER PLAN = Q PER PLAN /RRPB \ 9 � \\ , 666. //,// O \ N D S S P EE-D BASIN DRAIN \ NO. N D S 40, 50 OR 60 3 /ice/ii / I I 0� 4 \ 6" AREA DRAIN DETAIL / 0\ \ JI \ //i I I I N.T.S. 664 T % \ \� css \ \ \ o /� roo / I s o 'sue ► ' 304 4 TG \ Tract i _ dos 441IN 6 O \ TG F = \ IF I I \ NDS BUBBLE BOX TG IP 4 \ \ INV ii�/i�/ice/i S /�/i�/i I �►1 + � —_ _ 3/8' TO 3/4" WASHED ROCK ON UNDISTURBED SOIL, A MINIMUM OF 12" FILTER FABRIC — I I I �tio 0 6 0 PG 1 1 I I THICK. r- N� I MODIFIED BUBBLER BOX DETAIL 15 N.T.S. ,/�i,,//i,,/�i,,/�i,//�ii,�//i,,/��// I I •s�j TG 3 I o F—) l 1 .o J •3 INV • �o CONSTRUC110N NOTES 29 CONSTRUCT 16' DRIVEWAY PER THE APPROVED LANDSCAPE PLANS. 0c / — — — — — — — — — — — — — — — // O2 CONSTRUCT PRIVACY WALL PER SEPARATE WALL PLAN AND PERMIT. LEGEND 1.306�s,�c o ? O CONSTRUCT AREA DRAIN 6 DIA. GRATE OR EQUAL PER DETAIL HEREON — — — — — — — — — EXISTING ROCK WALL 4 » — — — — — — — t CONSTRUCT 6 PVC (SDR 35) SD PIPE, SLOPE AT 1% MIN. UNLESS SHOWN — —— 6, — — (\0� 10 0 10 20 RETAINING WALL O CONSTRUCT BUBBLER BOX PER DETAIL ON SHEET 2 TTJ �c�6rn`�, ^� 6' °' w SETBACK LINE v � 'v' v�v' `�OJ A � �- �� OLD STONE TRAIL _ GRAPHIC SCALE — SCALE ; 1"=10' NOTE: )K GAS AND ELECTRIC METER � J BENCHMARK: ENGINEER CITY . CITY OF PALM DESERT PLAN CHECKED BY: ELEVATION: 215.639 FEET MARK BY DATE REVISIONS APPR. DATE Q )VESS/ON Design CIVIL DESIGN 8c DEPARTMENT OF PUBLIC WORKST CITY OF PALM DESERT n DTNTDH _ DRAFTING, INC. APPROVED BY: G LOCATION: 118 2" CITY OF PALM DESERT BRONZE DISK IN TOP �� Pg��Jq q�F SHEET OF CONCRETE STEM WALL LOCATED AT THE SOUTHWEST CORNER 885 PATRIOT DRIVE, UNIT C CIVIL PRECISE GRADING PLAN , rafting DIAL TWO WORKING OF CONCRETE BRIDGE ON HYW. 111 OVER PALM VALLEY c� m inc- MOORPARK, CA 93021 OF n BEFORE DAYS BEFORE STORMWATER CHANNEL. w No. 51299 r,� ETS G PH:805-522-2622, FAX:805-426-8016 TOM _ SHE YOU DIG , A YOU DIG BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED * Exp. 6-30-22 GARCIA P.E. DATE* DIRECTOR OF PUBLIC WORKS TRAFFIC LOT 1 OF TRACT 30438 ON THE GRID BEARING 'N67'15'54"W' BETWEEN NATIONAL GEODETIC J'J �I��\ �Q� PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E. 48279, EXP. 6/30/2021 CITY FILE NUMBER TOLL FREE 1-800-227-2600 SURVEY HORIZONTAL CONTROL STATIONS 'TOMTIT 2' AND 'RAMO' AS qlF F A PUBLIC SERVICE BY PER THE NATIONAL GEODETIC SURVEY DATA SHEETS. DATE: LOCATED IN A PORTION OF THE SE 1/4 OF SECTION 31, T 5 S, R 6 E, SBBM UNDERGROUND SERVICE ALERT IMAD ABOUJAWDAH, RCE 51299 EXP. 06/30/22 REVIEWED AND RECOMMENDED BY: DATE LANDSCAPE PLOT DATE: 04-28-2021 PALM DESERT GENERAL NOTES: Ili THE CITY OF PALS[ DESERT , COUNTY OF RtVERStDE , STATE OF CALtFORNtA _�;,PP_ Estates 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLAN, THE STANDARD DRAWINGS Ta - - �� Itnsort The Mesa �JI [q[h¢dral Cany�n Mission Club AND SPECIFICATIONS OF THE CITY OF PALM DESERT, THE STANDARD SPECIFICATIONS ��Y --_ 'G f1rannisl [d,nt.ycma FOR PUBLIC WORKS CONSTRUCTION AND THE CALTRANS STANDARD PLANS AND CALTRANS STANDARD SPECIFICATIONS WHEN APPLICABLE. 0 S G A D G � A Cathedra City Mirage 1 2. NO CONSTRUCTION IS AUTHORIZED WITHOUT THE APPROPRIATE PERMITS ISSUED BY THE CITY OF PALM DESERT PUBLIC WORKS DEPARTMENT. 3. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED. STONE EAGLE ESTATES PROJECT . Pa� `�, Desert 4. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUCTION, LOT � OF T R111v� C T 30438 SITE THE ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE Stone EaFi SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. SHEET INDEX GdfClub LD S T ON E T A I L 1 COVER SHEET Cahulua 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ONSITE, OFFSITE AND /�p/� ADJACENT UTILITIES, FACILITIES AND PROPERTIES. PALM DESERT GRADING NOTES: 6. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT GRADING ORDINANCE. 1. ALL GRADING IS TO BE DONE IN ACCORDANCE WITH THE CITY OF PALM DESERT DRIVE- 2 PRECISE GRADING PLAN \ ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STONE ��LLc Dr\QlV STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL - WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE IMPROVEMENT PLANS. 2• THIS PLAN IS FOR GRADING PURPOSES ONLY. ISSUANCE OF A GRADING -- PERMIT BASED ON THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY 7. THE CONTRACTOR, AT NO EXPENSE TO THE CITY, SHALL PROVIDE ALL NECESSARY LOCATIONS AND SIZES, PARKING LAYOUT, BUILDING LOCATION, WALL HEIGHTS SAMPLES AND TESTS THAT THE DIRECTOR OF PUBLIC WORKS MAY REQUIRE TO ASSURE AND LOCATIONS, OFFSITE DRAINAGE FACILITIES, OR OTHER ITEMS NOT RELATED THAT QUALITY OF MATERIAL AND WORKMANSHIP ARE IN ACCORDANCE WITH THE DIRECTLY TO THE BASIC GRADING OPERATION. / EXISTING UNDERGROUND UTILITIES SPECIFICATIONS. / 0 SANITARY SEWER 8" S TELEPHONE CONDUIT T T 3. A WET SIGNED LETTER OF CERTIFICATION FROM THE ENGINEER-OF-WORK STATING rAl O WATER LINE 6" W ELECTRICAL CONDUIT E - E 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND SHALL MAINTAIN ALL �/ vV STORM DRAIN 24" S.D. STREET LIGHTING SL- SL FACILITIES, COMPLETED AND UNCOMPLETED, UNTIL ACCEPTED BY THE CITY. LOCATIONS OF FORMS ARE IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED �..�/ �O GAS LINE 2" G TRAFFIC SIGNAL SIG SIG VICINITY MAP PLAN, AND A COMPACTION REPORT FROM A SOILS ENGINEER ON ALL FILL ri IRRIGATION LINE 20" IRR. CABLE TELEVISION CTV CTV 9. ALL SURVEY MONUMENTS WITHIN OR BOUNDING THE WORK LIMITS, WHETHER FOUND FROM AREAS ARE REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. �/ �(� O NOT TO SCALE RECORD OR BY INSPECTION, SHALL, PRIOR TO ANY CONSTRUCTION, BE LOCATED AND �\ 4. ALL WALLS SHOWN ON THESE PLANS SHALL BE APPROVED BY THE REFERENCED BY A LICENSED SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE EXISTING TOPOGRAPHY LAND SURVEYING. THE REFERENCED MONUMENTS DISTURBED OR REMOVED DURING DEPARTMENT OF COMMUNITY DEVELOPMENT, ISSUED A SEPARATE PERMIT AND BE ��T�� BLOCK WALL - �- TOP OF SLOPE INSPECTED BY THE DEPARTMENT OF BUILDING AND SAFETY. BOARD FENCE �_ �- TOE OF SLOPE CONSTRUCTION SHALL BE RESET IN ACCORDANCE WITH SECTION 8771 OF THE LAND RETAINING WALLS SHALL BE CONSTRUCTED TO CITY OF PALM DESERT SURVEYORS ACT AND CITY STANDARDS AND REQUIREMENTS AT THE CONTRACTOR'S �'I -X- -X- WIRE FENCE - DIRECTION OF FLOW PROJECT INFO EXPENSE. RETAINING WALL STANDARDS OR BE SUPPORTED BY ENGINEERING CALCULATIONS e e CHAIN LINK FENCE �� RETAINING WALL AND DETAILS. 10. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS IN PALM DESERT Os SANITARY SEWER M.H. °P� POLE & GUY ANCHOR o GAS METER PROJECT: AT (760) 776-6450 AT LEAST 48 HOURS PRIOR TO COMMENCING ANY WORK. 5. THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS OD STORM DRAIN M.H. °E ELECTRICAL POLE RAILROAD TRACKS TRACT 30438 LOT 2 COMMENCED. �F-1-1 TELEPHONE VAULT °T TELEPHONE POLE 6P RAILROAD SIGNAL PRECISE GRADING PLAN 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL ] / °i JOINT USE POLE TRAFFIC SIGN o PULL BOX STONE EAGLE ESTATES UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES OR FOR EMERGENCY 6. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING / / w 48471 OLD STONE TRAIL ASSISTANCE CALL: CONSTRUCTION, THE ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR _ / / El WATER METER STREET NAME SIGN 0-- STREET LIGHT PALM DESERT, CALIFORNIA DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR _� �9��0 FIRE HYDRANT MAIL BOX ® VALVE r - PROJECT DATA: WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651 APPROVAL BY THE DEPARTMENT OF PUBLIC WORKS. SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651 - �� T� OC.O. SANITARY SEWER CLEANOUT @,.,.B. PEDESTRIAN PUSH BUTTON TOTAL LOT AREA: 11,778 SF ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE, / DISTURBED AREA: 7,475 SF GAS THE GAS COMPANY 1-800-427-2200 OFF-SITE AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES. - - ° STREET LIGHT (UPRIGHT) ® TRAFFIC SIGNAL CONTROLLER BUILDING TYPE: SINGLE FAMILY RESIDENCE TELEPHONE VERIZON CALIFORNIA, INC. 1-800-483-1000 / BUILDING AREA: VARIES PER LOT TRAFFIC SIGNAL TRAFFIC SIGNAL ON SIGNAL MAST ARM CABLE TIME WARNER 760-340-1312 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO - PRIVATE LANDSCAPE AREA: 2,930 SF DIG ALERT 1-800-227-2600 PROTECT ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY ) STREET LIGHT & TRAFFIC 0 TRAFFIC SIGNAL LOOP DETECTOR - 6' x 6 PUBLIC LANDSCAPE AREA: N/A OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING / SIGNAL ON MAST ARM 12. THE DEPARTMENT OF PUBLIC WORKS DOES NOT ASSUME ANY RESPONSIBILITY FOR THE FROM ANY AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION OF THESE / Q TRAFFIC SIGNAL LOOP DETECTOR - 6' DIA. ACCURACY OF THE QUANTITIES SHOWN HEREON. GRADING PLANS. 1 Pe WALK - DON'T WALK FEMA FLOOD DATA: PEDESTRIAN SIGNAL CITRUS TREE AREAS OF 0.2% ANNUAL CHANCE FLOOD; 13. THE STRUCTURAL SECTION SHALL BE AS PER THE STATE OF CALIFORNIA DEPARTMENT 9. THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760) so AREAS OF 1% ANNUAL CHANCE FLOOD WITH OF TRANSPORTATION, HIGHWAY DESIGN MANUAL TEST N0. 301-F FOR DETERMINATION 776-6450 AT LEAST 24 HOURS PRIOR TO COMMENCING ANY WORK. \ \ GE 7-0 �Q CONCRETE /`� AVERAGE DEPTHS OF LESS THAN 1 FOOT OR riq�L DECIDUOUS TREE WITH DRAINAGE AREAS LESS THAN 1 SQUARE BY THE R-VALUE METHOD. r� -� ASPHALT �� MILE; AND AREAS PROTECTED BY LEVEES 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND � � t`` 1`` 1CL1 FROM 1% ANNUAL CHANCE FLOOD PROTECTION OF ALL UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES _ - - (ASPHALT) 14. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY OF PALM � _ �/� DIRT DESERT DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT COMMENCED WITHIN OR FOR EMERGENCY ASSISTANCE CALL: •,; .,: I J \\ EDGE OF PAVEMENT PALM TREE Ift 12 MONTHS FROM THE DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. �.-: ��""� BUILDING WATER COACHELLA VALLEY WATER DISTRICT 760-398-2651 I Q `�" / TOPOGRAPHIC AND BOUNDARY SURVEY: `' + ;�: ---- o TREE STUMP SEWER COACHELLA VALLEY WATER DISTRICT 760-398-2651 � SURVEY PERFORMED BY: ARROWHEAD AERIAL CORPORATION 15. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS ELECTRIC SOUTHERN CALIFORNIA EDISON 760-202-4291 Lot 9 S I ' Q UNDERGROUND STRUCTURE - DATE OF SURVEY: 12 03 2012 AND SAWCUT TO A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. ALL DEBRIS GAS THE GAS COMPANY 760-202-422200 / / CREATED BY THE REMOVAL OPERATIONS SHALL BE DISPOSED OF AWAY FROM THE JOB TELEPHONE VERIZON CALIFORNIA, INC. 1-800-483-1000 Z OVERHANGING STRUCTURE SHRUBBERY SITE IN A MANNER AND LOCATION ACCEPTABLE TO ALL CONCERNED AGENCIES AND EARTHWORK QUANTITIES: ORGANIZATIONS. CABLE TIME WARNER 760-340-1312 RAW CUT: 0 CY DIG ALERT 1-800-227-2600 � I I RAW FILL: 0 CY ABBREVIATION DEFINITION ABBREVIATION DEFlNITION 16. ALL P.C.C. AND A.C. IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS I SHRINKAGE: N/A 11. ALL PROPERTY CORNER MONUMENTS SHALL NOT BE DISTURBED BY THE A.C. Asphaltic Concrete M.V. Mercury vapor SHALL BE RESTORED TO THEIR ORIGINAL CONDITION BY THE CONTRACTOR AT NO COST GRADING OPERATION AND RELATED WORK. ANY MONUMENT WHICH THE + Ac. Acre Max. Maximum IMPORT: 0 CY TO THE CITY OF PALM DESERT. \ Area Area Min. Minimum EXPORT: OCY CONTRACTOR ANTICIPATES DISTURBING SHALL BE LOCATED AND REFERENCED BY Ave. Avenue N. North A LICENSED LAND SURVEYOR OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE Avg. Average N.T.S. Not to Scale APN AND LEGAL DESCRIPTION: 17. STREETS IN THE CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL TIMES. LAND SURVEYING. ALL MONUMENTS DISTURBED OR REMOVED SHALL BE RESET 1 B.C. Beginning of Curve NE'ly Northeasterly B.C.R. Beginning of Curb Return N'ly Northerly LOT 2 of TR 30438 BY A LICENSED SURVEYOR, OR A CIVIL ENGINEER AUTHORIZED TO PRACTICE B.M. Bench Mark No. Number 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING OF THE PROPOSED WORK AREA. - B.V.C. Beginning of Vertical Curve NW'ly Northwesterly MB 396, PAGES 93-95 LAND SURVEYING, AT THE CONTRACTORS EXPENSE. Blvd. Boulevard O.C. on Center APN: 652-070-029-9 C Center Opp. Opposite 19. NO PUBLIC STREET SHALL BE CLOSED TO TRAFFIC WITHOUT PRIOR WRITTEN APPROVAL I C&G Curb & Gutter P.B. Pull Box OF THE DIRECTOR OF PUBLIC WORKS. 12. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY C.B. Catch Basin P.C. Point of Curvature OF PALM DESERT DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT c.f. Curb Face P.C.C. Point of Compound Curvature or COMMENCED WITHIN 12 MONTHS FROM THE DATE OF APPROVAL BY THE C.I. Cast Iron Portland Cement Concrete 20. NO TRENCHES SHALL REMAIN OPEN OVERNIGHT WITHOUT PRIOR WRITTEN APPROVAL OF DIRECTOR OF PUBLIC WORKS. G.M.P. Corrugated metal pipe P.G.V.C. Point of Compound Vertical Curve C.M.P.A. Corrugated metal pipe e arch P.I. Point of Intersection THE DIRECTOR OF PUBLIC WORKS. C.O. Cleonout P.P. Power Pole CIVIL ENGINEER: OWNER: INDEX MAP C.P. Concrete pipe P.R.C. Point of Reverse Curvature IMAD ABOUJAWDAH MATT OSGOOD C.R. Curb Return P.R.V.C. Point of Reverse Vertical Curve 21. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR CIVIL DESIGN AND DRAFTING, INC. VINTAGE STONE EAGLE NTS C.T.B. Cement treated base P.T. Point of Tangency THE CITY TO ARRANGE FOR NECESSARY WORK TO BE COMPLETED BY OTHERS. COSTS TO c.y. Cubic Yards PL Property Line 885 PATRIOT DRIVE, UNIT C 7 UPPER NEWPORT PLAZA COMPLETE THE WORK BY OTHERS WILL BE CHARGED TO THE CONTRACTOR. Calc. calculated Pt. Point MOORPARK, CA 93021 SUITE 250 CONSTRUCTION NOTES QTY. EST. CONSTRUCTION NOTES QTY. EST. Cb. Curb R. Radius PHONE 805-522-2622 NEWPORT BEACH, CA 92660 22. ALL LANDSCAPING AND IRRIGATION THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES SHALL C-C Center to Center R.C.P. Reinforced Concrete Pipe CONSTRUCT 16' DRIVEWAY PER THE CITY OF PALM DESERT STD DRAWING Cir. Circle R.E. Registered Engineer FAX 805-426-8016 PHONE 949-253-7100 BE REPAIRED OR REPLACED TO THE APPROVAL OF THE CITY AND THE PROPERTY OWNER. 1 1 EA 5 CONSTRUCT BUBBLER BOX PER DETAIL ON SHEET 2 2 EA OL Center Line R.S. Record of Survey 105 AND LANDSCAPE PLANS. O Co. County or Company R.W. Hdr. Redwood Header cone. Concrete R/R Railroad SOILS ENGINEER: ARCHITECT: 23. CONTRACTOR MUST OBTAIN APPROVAL FOR ANY LANE CLOSURES A MINIMUM OF 48 HOURS O CONSTRUCT PRIVACY WALL PER SEPARATE WALL PLAN AND PERMIT. PER SEPARATE PERMIT const. Construct R/W Right of Way SCOTT HOGREFE JEFF MARCOTTE IN ADVANCE. cor. Corner Rd. Road cu. ft. Cubic feet Rec. Record GOLD COAST GEOSERVICES BASSENIAN LAGONI O3 CONSTRUCT AREA DRAIN 6" DIA. GRATE OR EQUAL PER DETAIL HEREON 10 EA D.G. Decomposed Granite Riv. Riverside 5251 VERDUGO WAY, SUITE J 2031 ORCHARD DRIVE, 24. CONTRACTOR SHALL CALL THE PUBLIC WORKS DEPARTMENT TO REQUEST INSPECTION A D/W Driveway Rt. Right CAMARILLO, CA 93012 SUITE 100 MINIMUM OF 24 HOURS PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL KEEP THE Dr. Drive S. South CONSTRUCT 6" PVC (SDR 35) SD PIPE, SLOPE AT 1% MIN. UNLESS E. East S.B. San Bernardino PHONE 805-484-5070 NEWPORT BEACH, CA 92660 INSPECTOR INFORMED OF PROGRESS OF THE WORK ON A DAILY BASIS. IMPROVEMENTS ® SHOWN 250 LF E.C. End of Curve S.D. Storm Drain PHONE 949-553-9100 PLACED WITHOUT INSPECTION MAY BE REJECTED AND ARE SUBJECT TO REMOVAL. E.C.R. End of Curb Return S/W Sidewalk E.P. Edge of Existing Paving Sec. Section E.V.C. End of Vertical Curve SE'ly Southeasterly LANDSCAPE ARCHITECT: STRUCTURAL ENGINEER: Elev. Elevation S'ly Southerly CHRIS HILLSTEAD SHAHZAIN HUSAIN E'ly Easterly Spec. Specifications Est. Estimate Spk. Spike LAND CONCERN SAPPHIRE ENGINEERING INC. CITY PERMIT #: Exc. Excavation Sq. Square 1750 E DEERE AVE 2977 WILLOW LANE, SUITE 101 Exist SBSon SOILS ENGINEER'S CERTIFICATE ANY MODIFICATION OF IS PLAN F.B. Felldl Book StB&M St eeBernardino Base & Meridian SANTA ANA, CA 92705 WESTLAKE VILLAGE, CA 91361 WE HAVE REVIEWED THIS GRADING PLAN AND F.H. Fire Hydrant Sta. Station PHONE 949-250-4822 PHONE 805-426-9477 FOUND IT TO BE IN SUBSTANTIAL CONFORMANCE �o00FESS/ Fd..L Flow Line Stdk. Stake ndard FAX 949-752-2469 WITH THE RECOMMENDATIONS OF OUR SOILS �� <�� Ft. Foot SW,ly Southwesterly REPORT FILE NO. GC12-102424 DATED 11/3/2014. y Guy Guy wire of pole T.C. Top of Curb N0. ##### Hor. Horizontal T.P. Top of Pavement * MON. DID YEAR * MUST BE APPRO D y E CITY I.B.M. Imported Base Material Tel. Telephone TypicalInv. Invert Typ.L.F. Linear Feet V.C. Vertical Curve SCOP� FOTfCHN��P �P CITY ISSUE DATE: Lat. Lateral V.C.P. Vitrified Clay Pipe EXP.TTDATE J. GO/31/2022 51 6 DATE qTF OF CA`�Fo�� Lt. Left V.P.I. Vertical Point of Intersection M.H. Manhole Vert. Vertical GOLD COAST GEOSERVICES, INC. 805-484-5070PRIOR CONSTRUCTION. M.O. Middle Ordinate W. West 5251 VERDUGO WAY, SUITE J M.O.C. Middle of Curve W'ly Westerly CAMARILLO, CA 93012 FOR CITY USE ONLY izR BENCHMARK: ENGINEER CITY • CITY OF PALM DESERT PLAN CHECKED BY: /vim-\ OT ELEVATION: 215.639 FEET MARK BY DATE REVISIONS APPR. DATE Q�OfESS/pN Design CIVIL DESIGN 8C DEPARTMENT OF PUBLIC WORKS CITY OF PALM DESERT D _ , �� p, U q� DRAFTING, INC. APPROVED BY. SHEET OF CONCRETESTEM CIWALL FLOCA LOCATED AT DESERT BRONZE CORNER ��'� 9�� Fti FroAng PRECISE GRADING PLAN o � � * 9y Z 885 PATRIOT DRIVE, UNIT C CIVIL OF DIAL TWO WORKING OF CONCRETE BRIDGE ON HYW. 111 OVER PALM VALLEY �, r>, inn. MOORPARK, CA 93021 LOT Z OF TRACT :30438 2 BEFORE DAYS BEFORE STORMWATER CHANNEL. No. 51299 a P: 805-522-2622 F:805-426-8016 SHEETS YOU DIG YOU DIG Exp. 6-30-22 TOM GARCIA P.E. DATE - � BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED * * STONE EAGLE ESTATES o DIRECTOR OF PUBLIC WORKS TRAFFIC ON THE GRID BEARING 'N67°15'54"W' BETWEEN NATIONAL GEODETIC J'J CIVI� �� PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E. 48279, EXP. 6/30/2021 CITY FILE NUMBER TOLL FREE 1-800-227-2600 SURVEY HORIZONTAL CONTROL STATIONS 'TOMTIT 2' AND 'RAMO' AS 9�' LOCATED IN A PORTION OF THE SE 1/4 OF SECTION 31, T 5 S, R 6 E, SBBM A PUBLIC SERVICE BY PER THE NATIONAL GEODETIC SURVEY DATA SHEETS. OF CAO DATE: • UNDERGROUND SERVICE ALERT IMAD ABOUJAWDAH, RCE 51299 EXP. 06 30 22 REVIEWED AND RECOMMENDED BY: DATE LANDSCAPE PLOT DATE 07-13-2021 IN THE CITY OF PALM DESERT , COUNTY OF RIVERSIDE , STATE OF CALIFORNIA 1E) G A D I N G -Pa -ECISE PLAN LOT 2 of TRACT 30438 � � l � �--� /• \ r rn R k ;�LOT LI N 61 / __ .1 SE --LfNE \ '�S �) I— COPING=667.40 i BONDBEAIM= WATERLINE=66.80 SETBAEK 6" DRAIN PER PLAN I I �oQQ LOT LINE I 66�9� Tc -- --- - II 4 6" RISER PIPE 666 - SLOPE PER I • � � _ SLOPE PER PLA�� I PLAN ` 4 _ _ �� I 0 667.67 � PIPE SIZE S PIPE SIZE _ PER PLAN PER PLAN 2Q NDS SPEE-D BASIN DRAIN NO. NDS 40, 50 OR 60 I 6" AREA DRAIN DETAIL 1 SOT I 3 N.T.S. 3 .o�5) Lo - CAN 1 ) - rn o ct No. � I �N �I PN� -p70-0 I � Q0 CO I N _ ' 07.67 i I � h� II co ce) --i 4 I TG IN3 1 NDS BUBBLE BOX TG O z Co 0 0Y I � O I 6 . O 638 I 6 ' ~ � s" Pv 1 I II s /I II 67 F. - 66 � T - 0- N I Q � �� I I �VI 3/8" TO 3/4- WASHED FILTER FABRIC ROCK ON UNDISTURBED I SOIL, A MINIMUM OF 12" I— — THICK. jI I MODIFIED BUBBLER BOX DETAIL I a• /�� . \ N.T.S. 4 I „ 7 otio O 666 I I 20 LNG �s 663 \ I 4 I r I II L' - - - _ ---- O5 666.0 TG - - 663.441�� - - - v- - CONSTR000N NOTES 10' POE o O CONSTRUCT 16' DRIVEWAY PER THE APPROVED LANDSCAPE PLANS. CONSTRUCT PRIVACY WALL PER SEPARATE WALL PLAN AND PERMIT. W w - - - - - - - - - - - - LEGEND 2 / O CONSTRUCT AREA DRAIN 6" DIA. GRATE OR EQUAL PER DETAIL HEREON TONE ONE TRAI EXISTING ROCK WALL ® CONSTRUCT 6" PVC (SDR 35) SD PIPE, SLOPE AT 1% MIN. UNLESS SHOWN OL[ - / 10 0 10 20 RETAINING WALL O CONSTRUCT BUBBLER BOX PER DETAIL ON SHEET 2 I- SETBACK LINE � GRAPHIC SCALE rn SCALE 1"=10' NOTE: - - - - _ ,- )K GAS AND ELECTRIC METER j� BENCHMARK: ENGINEER CITY . CITY OF PALM DESERT PLAN CHECKED BY: /vim—\ TELEVATION: 215.639 FEET MARK BY DATE REVISIONS APPR. DATE oQ�)VESS/ai Design CIVIL DESIGN 8C DEPARTMENT OF PUBLIC WORKS �� CITY OF PALM DESERT n DH _ T BRONZEDISK DRAFTING, INC. APPROVED BY: SHEET G OF CONCRETESTEM CIWALL TY FLOCATED AT PALM THE SOUTHWEST CORNER �``�� PB�U�q�o Fti PRECISE GRADING PLAN ' * q raf�in. 885 PATRIOT DRIVE, UNIT C CIVIL DIAL TWO WORKING OF CONCRETE BRIDGE ON HYW. 111 OVER PALM VALLEY c� m inc- MOORPARK, CA 93021 OF BEFORE DAYS BEFORE STORMWATER CHANNEL. w No. 51299 rm 2 cr_lPH:805-522-2622, FAX:805-426-8016 ,�'Q SHEETS YOU DIG / YOU DIG BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED * Exp. 6-30-22 TOM GARCIA P.E. DATE* DIRECTOR OF PUBLIC WORKS TRAFFIC LOT 2 OF TRACT 30438 ON THE GRID BEARING 'N67'15'54"W' BETWEEN NATIONAL GEODETIC J'J �/v�` �P PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E. 48279, EXP. 6/30/2021 CITY FILE NUMBER TOLL FREE 1-800-227-2600 SURVEY HORIZONTAL CONTROL STATIONS 'TOMTIT 2' AND 'RAMO' AS qlF F A PUBLIC SERVICE PER THE NATIONAL GEODETIC SURVEY DATA SHEETS. CA�� DATE: A UNDERGROUND SERVICE ALERT IMAD ABOUJAWDAH, RCE 51299 EXP. 06/30/22 REVIEWED AND RECOMMENDED BY: DATE LANDSCAPE LOCATED IN A PORTION OF THE SE 1/4 OF SECTION 31, T 5 S, R 6 E, SBBM PLOT DATE: 07-12-2021 � I I I ll amm"Nummmammommamwa I I IN THE CITY OF PALM DESERT , STATE OF CALIFORNIA GRADING NOTES - I I I �" I" I I ." _" I 1 -*--701 1. ALL GRADING TO BE DONE IN ACCORDANCE WITH THE C11Y OF PALM DESERT GRADING I 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF I ORDINANCEE I THE CITY OF PALM DESERT AND THE STANIARD SPECIFICATIONS FOR PUBLIC 1 1 THIS PLAN IS FOR GRADING PURPOSES %%uONLY%%u. ISSUANCE OF A GRADING PERMIT ON, LATEST EDITION, AND OTHER STANDARD PLANS AS SPECIFIED - *.a .0w ...4 .wA BASED ON THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY LOCATIONS AND SIZES, I , I IN THE PLANS. PARKING LAYOUT, BUILDING LOCA`nON, WALL HEIGHTS AND LOCATIONS, OFF-SITE DRAINAGE FACILITIES OR OTHER ITEMS NOT RELATED DIRECTLY TO THE BASIC GRADING OPERAMON. 2. NOTHING IN THESE PLANS SHALL RELIE'.\ THE CONTRACTOR FROM OBTAINING 3. A LETTER OF CERTIFICATION FROM 714E 04GINER-OF-WORK STATING 114AT THE GRADING IS I , ,.- PERMITS AS REQUIRED BY THE CITY OF PAILLIM DESERT MUNICIPAL CODE. STONE E- AGEE ".RESIDE- -NTIAE IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLAN AND THAT THE PAD AND FINISHED FLOOR ELEVATIONS AND SETBACK MEASUREMENTS ARE PER 'THE APPROVED PLAN, AND A 3. THE LOCATION!:-)' OF EXISTING UNDERGR0(JND UTILITIES ARE SHOWN IN AN COMPACTION REPORT FROM A SOILS ENGINEER ON ALL F]tJ- AREAS ARE REQUIRED PRIOR To APPROXIMATE' WAY ONLY. THE CONTRACT01' SHALL DETERMINE THE EXACT I ANY INSPECTIONS OR APPROVALS BY THE BUILDING DEPARTMENT ON THE BUILDING OR __ BEFORE- COMMENCING WORK. HE AGREES STRUCTURE'S FOUNDATION. TO BE FULLY RESPONSIBLE FOR ANY AND DAMAGES WHICH MIGHT BE I E , TRA(:`T 30438 LOCATION OF ALL EXISTING UTILITIES I E!!m OCCASIONED BY HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL s,,iTONE EAG,EE VEEOPMENT E. , EC .. ----*il 4. ALL WALLS SHOWN ON THESE PLANS SHALL BE %%uAPPROVED%%u BY THE DEPARTMENT OF COMMUNITY DEVELOPMENT, ISSUED A %%uSEPARATE PERMrr%%u AND BE INSPECTED BY THE DEPARTMENT OF BUILDING AND SAFETY. THOSE WALLS SHOWN AS RETAINING WALLS LOCATED IN A PORTION OF THE NW 1 /4 AND A PORTION OF THE NW 1 4 OF THE NE 1 /4 OF SECTION 31 SHALL 13E CONSTRUCTED TO CITY OF PALM DESERT STANDARDS OR BE SUPPORTED BY 4. THE CONTRACTOR SHALL BE RESPONS11'--''L.E FOR THE REMOVAL, REPLACEMENTS, / ) ENGINEERING CALCULATIONS AND DETAILS, OR RELOCATION OF ALL REGULATORY, WARtilING AND GUIDE SIGNS AND & THE ENGINEER-OF-WORK SHALL BE NOTIFIED WHEN CONSTRUCTION HAS COMMENCED. ' TOWNSHIP 5 SOUTH- RANGE 6 EAST SAN BERNARDINO BASE AND MERIDIAN. STRIPING AND PAVEMENT LEGENDS. I I ,"I'M", -- 6. IN THE EVENT OF DISCREPANCIES AND/OR DEVIATIONS ARISING DURING CONSTRUCTION, "M��......Mi , " - "a, - ;Q11R) "�'%� ,,-11,,,w -'��,f,ft�,5% , , ,�, "I"? , am.,�o `4",a-,�P, �,- p iv,__ Om" w ,_ o �,, "-, -, -� 'g,�- - ",% ol" - §1 THE ENGINEER-OF-WORK SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SMUTION 5. STREET NAME SIGN'S' AND TRAFFIC CON—( OL SIGNS, TYPE AND LOCATION SHALL -0-15111 'i, " -, -1 ��14h. " -�",f000 ,oilie,,# �t%.o ,�oi, 1 1p, ,,,,,,� eiof 11%% %, BE APPROVED BY THE CITY ENGINEER. TR,li C STRIPING, LEGENDS AND I 5-401114 m, , '6�� _,gqa4_RR10yF '' �,, 11 _ , _00 _113t AND REVISING THE PLANS FOR APPROVAL BY THE DEPARTMENT' OF PUBLIC WORKS. , - _�,� , PAVEMENT MARKERS, TYPE AND LOCATIONS !`HALL BE APPROVED BY THE REFER TO CITY OF PALM 1 _1 - - - - - - - _____1-- .-- __ __ __ - - - /1_�\ , 'l, r -- -- - --I- - - - -- - ,- - F, I 1:rO RIP-RAP , I J I I I ,of 11 CITY ENGINEER. --I I I 11:t M RIP-RAP BURIED 1 7� THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE MD ADJACE14T GH I I I It I �,lal - -, U TILfTIES, FACILITIES AND PROPERTIES. I I I J , / ir INTO 1' GROUT '1k I- -_ - - -_ - -_ - -_�d , 1 6. THE CONTRACTOR SHALL NOT DISTURB ,[_-,XISTING SURVEY MONUMENTS OR GRADING PLAN #G-970 FOR - t ! I OF - I - - I - I `__% 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUT1014S TO PROTECT i I ,"I 1 L, 11 I -, _�_ ' A - -FLOW LINE i � I I THE PUkNS, OR POIJISID DURING CONSTRUCTION, REMOVAL I 11 w I It A I "' I �> I I I PROPERTY OWNERS FROM ANY AND ALL DAMAGE THAT MAY OCCUR FROM STORM WATER " 40mumunowww"pommom"w"w" )] AT AND REPLACEMENT'SHALL BE DONE BY A rit",GISTERED CIVIL ENGINEER WITH AN � am's$10"agammommomm"m... I ; U: I - _-�� (31 i . - -111, 965, OR A UCENSI'-,',','-'- LAND SURVEYOR, ONLY. ,_____________r_- . -��--------I-- 1.__ m___ I I - - - I I . � �, � 1� ._1 I J___ RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN 1 - - - - � I __j I � � � I I' CONJUNCTION WITH CONSTRUCTION OF THESE GRADING PLANS., I I :z w h - zo "I "I," � =- ,:�, - ctf __j / Ir / %6 ,) I / 14i, . I SHE � ( U,0111� -1 _,_�,., p- 4 : I - � - ^ - I - I � I - 0 - 1: I N 111011)111��N Ap/11x11/_11�_1 , �,,r 9, THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS (760) 776-6450 - ._._1_._.____4_ � " j # ,:- _i� s - I . 11 I " . . - N0,W AT LEAST 24 HOURS PRIOR TO COMMENCING ANY WORK. 7. LOCATIONS OF FIELD DENSM' TEST S44 1, BE DETERMINED BY THE CITY OR 1 1 L_ _�� I I I HEET I " 'I" I A APPROVED TESTING AGENCY AND SHALL BE' SUFFICIENT IN BOTH HORIZONTAL AND I z: - - - r _3 a 1 _x 1� I _e, -..--.�, ( VERTICAL PLACEMENT TO PROVIDE REPRESE, TATIVE TESTING OF AU_ FILL PLACED. It # I 9 Lu I ,", / '114�� - T! TESTING IN AREAS OF A CRITICAL NATURE OR SPECIFIED EMPHASIS SHALL BE IN I I I � z: _ -.- I ,�,�_ I / ___1_ I ) 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCA ON AND PROTECTION OF ALL I : I -'-c I si 'I ` i _,_______ 1 STONE'INLE - I "n -p-lar" - -_ .� - - �,__ ��, ,"T UTILITIES. FOR THE LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY ASSISTANCE ADDITION TO THE NORMAL REPRESENTATIVE ' I / $1 ,-OW, 11 1i iU2 b PLINGS. � it , I --,-) �- � - .1e I,- 1-_�11�1 ,4 g, - I , , , �', . `4"a 101F CALL. At 1 : " " , I I �,%�!,, 10, : I � .�-x I �1' : I //I / ,,W,��j�glllkti -.1------�_ -_ "I 11 , - �� Z� - I 11 2 ,, , I " ,4 8. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN � � I I �, I- 1�1 SECTION A-A I SOUTHERN CALIFORNIA EDISON 1-760-369-5412 1 1 8 1 ,�_Z_ - `lk gjF � I "I 11 %� �, I CONFORMITY WITH THE STATE MANUAL OF Vl RNING SIGNS, UGHTS, AND DEVICES 11 I I- I - I THE GAS COMPANY 1-760-228-14M I- - I 11 I it 1 7 . -, , , � \ fO �, . 'd 11 1�tv 1_� " �q,, ", -1 I - I I 11 __ _,._�,� -, VERIZON 1-760-778-3621 1\_� - 1A " , _ I I i , I F, _ ___ I P FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO I I * i 1;......A- 11 __ ____111 1_11 - -1 __ __- I 1, � 1_7 : A�._ - I . __ --- \ I 's 0"! - � 11 "I __ � I / ", COACHELLA VALLEY WATER DISTRICT 1-760-398-2651 4411 --- �', ,,- \ o _,51-th- - OW- ELIMINATE ANY HA]ZARDS.. ____L�__.,� � - , ,-,---,*,-I ,'I 6 1 ___ " 1-11, Ic- - I / r4tpmmmm 2 GROUTED RIP--RAP ENERGY DISSIPATOR ,�� 1 1 17�11 , I� % ,� TIME-WARNER CABLE 1-760-340-1312 EXT 281 . -1, % 'Al, , , - _ 0* !Mq� "" ,gep`-P, ,� - 11 , j , - q, 'S - %, "?g, - , �,,�t _r___ - __� i I I 11__�' \ , , - I NOT TO SME IN- .qft ,%,Wl, c _q ", -, " - -v- `*%-� 10 11 1� A% -.��,OVMV "14mr,490010111 warox, _ I .__ - 4 1 __ I" �,*.) 1-11 -1 "',- - N,%_ b ago 111000 � ,M�miiaP % - �, A" -, i,,,� - A., - , ,___ , , -1'IT 'M I-k -11 11 71w "w - iq � "" I __ .11 / , , I �, 14 -1-11 , � 0 , - 9. AT NO TIME WILL PRIVATE PROPERTY BE USED IN CONJUNCTION WITH THE i I 1, 9 1 - 1�' -", I I --ia I 4 lumv. -! 40. _� " ',- `� vt ,",0 '!�'ii _,,"M ft gjpgtf,�, - ,"P,E _�I v t�,9 el-17,, ,% , , 1* " ,,- - , mm MR L lim" � m_ - -%-,%,, ,, , , I / 0, �, I 81� , i "11"'�� A I d? "t"waf, ,a ,,, � 1� .,� _,Z)- , � _,�,al" I 4,�iwilv !, ---,-"A"N' -pa" -% 'g, i�IT- gg a fi-- - , "og , 44V io I 111"'V-D 1� '.�,,_ � `��, �, 14 - I t, M...� -P I N F", 0 '11- qt" ----- , " � _F ,� Ago Oil� , I'd � I '1091, ,� 0, jp--m Al �t4 -s., �v "g,,f�@-,,v�g m I mp _j --11 __ ,,, " r ."�I al 106, -=_ 4 , -g %, ., , ,, I I , k -1- �Tlq_ m, N - PROJECT UNLESS PROPERTY OWNER APPRc.jv7kL IS OBTAINED IN WRITING AND i 11 11� I � - - , 01 -p �*� , 11. ALL PROPERTY CORNER MONUMENTS SHALL NOT BE DISTURBED BY THE GRADING I'll I '--, � , 'Ir ii4�, I , "d- "" ''� ,� : V_ " _____, I �%hhw_ "" 11��h � -14, _i�li I - LoT or 11 'I __-, " -_ I / g OPERATION AND RELATED WORK. ANY MONUMENT WHICH THE CONTRACTOR AhMCIPATES : I � _�', GIVEN TO THE CIT)f FOR APPROVAL, I . f � -- �1 - dd w #-dt � -q � SHEET I ,�,,,� - i / __t DISTURBING SHALL BE LOCATED AND REFERENCED BY A LICENSED LAND SUPNEYOR OR A CIVIL - ,,,�� -M I r%, I 11 I i 1 ,�,d ffitt,A 3 4! 1 i �p g _ _W " --,j,,-' 11-11 ,v - ,� 1 O� THE EXISTENCE AND LOCATION OF Affv� UNDERGROUND UTILITY PIPES OR I 1 9 - - 1��_ / / _-�ff - \ v-Ir GROUT BUI DIA RIP RAP �,', ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. ALL MONUMENTS Dl,M, RBED OR , � i w -IV �) . 7H I O 1 20 1 19 . 1__�' � 1 I ANIF ,� REMOVED SHALL BE RESET BY A LICENSED SURVEYOR, OR A CIVIL ENGINEER AU1 OR ZED T 5,�� 1 A : I t 4��= - 1 ill /_ / �j / _ \w I I r INTO T GROUT k PRACTICE LAND SURVEYING, AT THE CONTRACTOR'S EXPENSE. I I I 11, / �'_ - I - %kh AVAILABLE RECORDS AND MAY NOT BE AS 3 4OWN HEREON, THE CONTRACTOR : 11 - I I : ,* ,"-w 11011% 12* BEND � - :-1 " SHEET � 6 # T GROUT 1 3 1 I_ - __ _ --- - - __ -, 21 1 NNO r,I . - - - " I.L- I \ SHALL, AS PER PROJECT SPECIFICATIONS, () / op mr. _11 I , , 1- ' ETERMINE THE EXACT LOCATION OF I I I - , I; -1 /--- ARF,- I I A� 1111� '%,. 12. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY THE CITY OF PALM I I �-1 ItN 1% , // , � TOP OF RIP W , v � 'I ALL SUCH UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT I I j 1 ^ ,J) It *_ I DESERT DEPARTMENT OF PUBLIC WORKS, IF CONSTRUCTION HAS NOT COMMENCED "N 12 14- %I fl) / / ,j), ,-, - I 111 �- i, ,", - I—- -1 A� .n !, -'_ ________ -.1--------_._______ � "), -," I I --l- 't I p, LINED DOWNDRAIN - SLOPE PER , . MONTHS FROM THE DATE OF APPROVAL BY THE DIRECTOR OF PUBLIC WORK.S. -------- ____ - � _----�_ --_----_-4...w._w#. - - - . I 14 '� 11 "'r -, � t _ I I MAY DAMAGE SUCH FACILITIES OR INTERFE11'. WITH THEIR OPERATIONS, � I � - 11-,-__/____ /_______,______�� I le, A ��,i.- 14- -_ - ,---t,----,--" I I � ,--��±�-_______4_-___- PLAN .1 J:c*,:\-0, AR " - 5,"�__7 - - - -_ - ,- - - - _' f i AR 11 ,.�% U?,� , . A I � ., * I A I f � I., ......�� ,& "o� ,* I I TRACTORS RESI--ONSIBILITY TO ARRANGE FOR AND I 11 - J" *IN DOWN DRAIN � ,_ o A. , .7 % , '.* - -, %, , " 1* ,� ,; " i6 - 15 I . I ,...':�_ �_xj - � -- OL ONE TRAIL I t ;.10�, _ *� IT- � �;�. I& I I .," ,�� COORDINATE THE R,ELOCATION OF ANY EXIS'll"ING UTIUTIES DEEMED NECESSARY I 1 35 11 ]], :*� , x ANCHOR ��',[.,,7:',., c N -,-�- ,j�. � � q � __ 11-ftts- I - - . - �� I "I - . k2lu . . & 1, .. - ��,A " w-B, - "I I 11 � MY. I r,I 11 '**- 11 ..v . .-4: , I- I .� , `14,0.0"wa-mv%. j I ----,,- I I 11 , . I L"; \ -t' BY THE PROPOSED IMPROVEMENT, I I � -1 - ____ I.t,� , __*04� 1 . �. " I I 111-1 I I - I " .1 11 i �'. 1-4-f-ft%, , V , 1l, I,( � __:S�/ I I ".--O ,�,f 1� � 1 - --f �r, I I I 111L I . I "' �' I I <-4 I I �� e� I I I . i , 1-1alf, m - , - - -r__ - - - ' ' � I - 12. NO CONCRETE SHALL BE PLACED UN17f--".,,, THE FORMS AND REINFORCING I i / I / klh I #4 RAn - 7- -"- 1 's � ,�,� : i ____ I I CO STR N OT S V� I I I 1 1 91 /� � �-,� .%-7. if I 'd '.. ,# , I e- � - -A I - 1 * I ,* ,.A 4 1, ED, INSPECTED AND APPROVED. 1i�' 1w � 13% , 1 L�, , � I � _. � \ - 7 T '11 I . " "r 0111 0 ANCHORS PER DETAIL ON SHEET 1. �__ �,_� VA � 100 - - ; I I I I 1 I I � � ;* , �._� � . _1_1 I I 0 i , � '.. . � -,�, ,� ,� 11 i � I / 1 11 **' -.4 _ . *�`L - e 9 e--,% I I i I I I / _14h, ."I sl 's _011 I CONSTRUCT RIP RAP LINED DOWN DRAIN WITH CONCRETE JDHEE ' ' I 1� / I / / 41 0�14r , , I I i I I It � - I ______� - . 'I cl . 13. THE CONTRA(','T0R SHALL CONTACT THE CITY OF PALM DESERT AND AFFECTED I I � wj I _- I , ! % �'_Al�', ,_ -3-1, (V CONSTRUCT GROUTED RIP-RAP ENERGY DISSIPATOR %=12'). '11-1 _7__ V 0 k , I - "�_ I I "--------- 1 lb-, L - �C. CONCRETE DOWN DRAIN ANCHORS 1 -7 1 1 1 i 1i , 'vm%_%� #4 BARS- --_ UTILITY COMPANIF-,r.-,' 72 HOURS PRIOR TO COINSTRUCTION. I I / I � I , I j _1 CONSTRUCTED EVERY 101 IN VER77G4L HDGHT � ", I I I __11 1 4 t;j I ,11 ,�,�& 1100 � � I 01 ''I Q CONSTRUCT RIP RAP LINED SWALE PER DETAIL ON SHEE-T 1� "a d' I I --*- 11� _11,11 I I A r I ., I �-__- --L.- - I ___ : I / ! lk AND AT TOP & TOE OF D010i DNN , 'I %, A 111-, I. 14. ADJACENT STREETS ARE TO BE CLEM D DAILY OF ALL DIRT AND DEBRIS : 1 1 7 __ __ -,--"-____j1___11 ��i I '%"_ 3 (�) CONSTRUCT 2' BLOCK RETAINING WALL PER SEPARATE 10m � i I ,__`� SECTION A-A _od i � : ,p"mmow- THAT IS A RESUL]f OF THIS OPERATION. I i T I I / I 0011 Air" a, S_ 1; , I I I I �� " 4:04w L-w-- A "! -f'0 " m PLAN AND PERMIT. ,_0 -" Apk,,� _ 11- I �N �- jl,�ffl, ! I I film�_ ", a t, z_1\ r , �g�F' 64h, � h., 0- , i , 'if I _�;i'.11_1 . I " j , �_ - __ --i I ,� I -,"'t"ta'am-1111, 11 - _7�1 15� � _'i �, Will , - ,� , I I " , -y- % �11� 5"", I / I ,,� wo- ,h� �,,�'Ij , THE CONTRAC'TOR IS RESPONSIBLE F04 THE PROTECTION OF ALL UTILITY I I I ,J , I .N_ _f�iiii �P � DOWNDRAIN DETAIL _ '044t, 0, 1111- , " (D CONSTRUCT 3' BLOCK RETAINING WALL PER SEPARATE RQ- -4 I, A i qlj�,, 1,ii 11 VALVES, BOXES AN OF ALL WATER AND SEWER VALVE I _�_r �q "T , I � 1,ip4n 1 1 jilM�,4'm% �� ID COVERS, AND ADJUS1111 � I R .1 - � I / I I i -7- 1 NOT TO SCALI , " Z4 th. a- _� ,,^�......t'�,�4 9P, 'ffl11fw6m4kV0p� 0_1 . i : I Rfftal , . I wq'#gr-T,�,� I AR AIM M, I I I "I'll �_ Ild", p, m', ANfm lIO"'Mia _0__R�� 0 PLAN AND PERMIT. I l - / , : - , "D , MUM � '' -_11 11- I � .�M%m , lie "i - I iT "'Nuit "lij "' "10 , -'M R,% -,,, 11w- I I � "I'll,," - , , d ,,pi zj��, , � BOXES AND COVERS TO FINISH GRADE. ALL NEW OR EXISTING MANHOLES AND i , ,4 0 1014�- , - P ,%�, � go 01, 1- 11111 1. � a, �' a k '46 , _�W,,,� ,�, ,,,�j ,� I - ',4�� o ` T�7, , '. L _j__ __ - _L __ - ,<�5 1 -, I 1510,I ...... _,� kq,_ �ijl � a _ � I - -, - j 11, , -1 �, '11MRT"i-0'1,1, %mm -4 1 I'll _,,_�,, - N v � m, - -r- 2,4,1�� , i,k � __ I .� , ,- 'w", - ,P,gf� ,_,qj,qi ,,_di r� �_' ..i� , _ 1,11 -, m , ,j!�q - _5 ._,, � - '. 11 I.... L � ._11._1__'1,1Mft � � I .1 �,I il " '.- h I / V /' - ,go- affift, - "I'll, "I'll", 11 m � , 01 � �� opffin 1 - - 1111,,;,,�I ," _Itw. . I e� ADJUSTED TO GRI110E IN ACCORDANCE WITH PALM DESERT If - -�f/ mp - _5 �� avvv_ � , I I I , �al ��' 3 I I i'_ "I" @ CONSTRUCT 4' 13LOCK RETAINING WALL PER SEPARATE , ,,, , IT , , - I '� - ARVII "- li / j " � 11 I I V I I-, I/ 1 01, 1 ,tl -1-ti, STD. PLANS 1 09 & 1 1 0. � � I's� ,,,, - ,,�u,", "TO, � fftffR"%:r, 1:1 MAX., M1, 4"", 11, PLAN AND PERMIT. I ! it i . i / ;� / I " k �11 li- " : i 0 It : I -'it ; 1W E G '11 111111"R IF : : I I � �ffi TIN' ' " 10 off I I � :::, 0 2�* 1 MIN� O HIND ALL �_, I H 11 ,I / / / v 111-1,qu aff _,_�_ '' ,?l lik%4 1 16� THE CONTRACTOR SHALL SATISFY HIMSELF THAT ESTIMATED QUANTITIES SHOWN I I i r -aw " SLOPE I 1% D CONSTRUCT 51 BLOCK RETAINING WALL PER SEPARATE ' ' I I / I p -. mwq-� g--m,i1---!i--,-r�,% RN� ff ( 4401-7 - - I / I �_,11," - I I ,I I % - , -, �0 11 I �._,�� , 1�_ ,;i4_%,'�. 6 1 1 ARE CORRECT BEF RE BIDDING ON ANY ITI:-,M, THE DEPARTMENT OF PUBLIC WORKS I � I- _-*____"_1 �, 410, � % I / I �_� _11�'%, _', _01 �%, PLAN AND PERMIT, � ' � I I 1- -, ,-- L - __ - - , I V %% "OP"�'�' I - `.' ., I / Q f I I . I � 41, BACKFILLS IN EXCESS OF It O' IN HEIGHT R1 - �, DOES NOT ASSUME ANY RESPONSIBILJTY F09 THE QUANTITIES SHOWN HEREON. - _____ __L_______ , w MIN MIN I , 0 3 1 , ��- ________________L.__. I _. I ON' - / 11 - I -_ �-_ _!!t_________--'-- " I I le (�) CONSTRUCT 6' BLOCK RETAINING WALL PER SEPARATE -_I �'? I , - J� , _00 " Q) ,%, AV 111--] I - �� I 1, � -- 2.0 1 1 , _ '��: f - 0 I 1 # , _ _1 -, �, x L I 5 0 I - I If! � , � I�_v '% \ I..., ,I T, i�"01'1' - 4, I � --, 'IECT D WINGS SHALL COMPLY WITH W_ I P'N,".- i f "1%, 1& ia_ - 17. WORK PERFORMED UNDER THESE PRC 111 RA <S F I> I- / ___12"' UNLES Al ff I MR I t�,._ PLAN AND PERMIT. I., I �� I- ,� I � i ,� . , 1, I 1, � �D Q I , _ I - ff "11 b 401 I I PROPOSED RETAINING WALL I , � I I I , - ALL STATE OF CALIFORNIA SAFETY REQUIRE-1, NTS, (CAL OSHA). \ r , (�) CONSTRUCT 7' BLOCK RETAINING WALL PER SEPARATE - " E I 1 -_ , -,I " I '11 PROPO - I I __ -%, IR f - 1�_< t OTHERWIS S �" I - ", - � y: , �, I PER SEPARATE PLAN AND PERM � --- 111, 11 1 IL SED �" A _�___ 4 1 1 D I T , - ,1� ,,, I " ,1 I '01, � % I .k� - "' GRADED lt,", - 1- I "lP v 111 I A ,,_ 1, - I I , - - " , 't 0 " AT THE' (];ITY ENGINEER MAY REQUIRE TO - �"� O�51 Mk , @ C NSTRUCT 7'-9' BLOCK RETAINING WALL PER SEPARATE' '18. THE CONTRACTOR SHALL, AT NO EXPENSE TO THE CITY, PROVIDE ALL , -ANOTE � I - _ IN - II, - � _,_1' F I " I SLOPE 0 fi, I I - - ASSURE THAT THE QUALITY OF MATERIALS j!OD WORKMANSHIP ARE IN ACCORDANCE I "I i �:_11 I—- - A, - - - , T 1", J_i i"'ILL�'Fi_ ,j 't I I , ,% .0 I I ` - ,"' - �'-- -- - ,-!-;�,L'�..!,- -1 JR, 1 1 1 '%, ,"� " 91" 'I I I I 1 Ij - . - ""Al , .,,,, ii, 1_!�,, , �11 1, 11 , - , I _iill �',��A�1.,:�];� I � -111 , 11111.__ , , " . - �, WITH THE CITY SPECIFICATIONS, 19 1 6' DIA STONE -, Rk � ,,",�,�i��:, - ,- SHEET INDEX MAP " op", I- 1�� -�i�_11_1171 I_ 1--- - , __ j': . 1� � ,__ I % I i ,-,_��,,,--�--,::-�,:�--_,�""��,,,��,-""--,�,,I T R Ill I � - - -, , _-, ij_ w I " '� ", - - �!,_' I I 1 _1 Z& RIP RAP 111, 1h, I @ CONSTRUCT 2' WATER PROOF BLOCK RETAINING WALL ALE- 1" = 400' I- 1194 _,_j I I - F�_"-_�_11-I I M I -�11� �� " . � 11 111 n� . 6, , I --1-H-'1 ' , ,� 11 1- , ' - -6 11., ,. , �111_111�'_,i�'��-_,L__J,-'-�--j'__'L,-"1,�� 11_ 't �' -51 M THE CONTRACTOR SHALL BE RESPON.1311 LE FOR ALL WORK AND SHALL MAINTAIN " k, __ PER SEPARATE PLAN AND PERMIT. , , - � _ , �* � �_--� - " - I �� ,,,_-,;i;��..... ,-yv_ _:C' ,_ � I---�--r----,,' �, , ,_� If' - - - - - "' RL, _F � , , - ,_� -1- - ,-;--,, 1--l�-T"."��",-",,-----",��---�,,--"""","","� , at, j- 11 :'-��I�' ��', I � I 11 :"]6�jl��.......�i:--- - TRUCT 3' WATER PROOF BLOCK RLTAININ WALL ,- , t-, I "a ,�P'!,, ,-�,,� ALL FACILITIES C061PLETED OR UNCOMPLETE, UNTIL ACCEPTED BY THE CITY. ,?,e,�q� 1 � 11, i'l @ CONs p r, I 11�1 � , 11 I � I I 11, 3,r___-,-;__",-,--"-",_�';":'11" , 11� I'll 'I I�i___ 'it, ,- L -I - _81' 'u , �� - Ph ,,-,.,,I.;��1_111��; ��1, . , - 1111 DRAINAGE SWALE DETAIL Ale"' � i�W,11 4 � ; T 1T % PER SEPARATE PLAN AND PERMIT. ,_ lk -0 I �Ili,M"",V ,:_,-:!;, -1,-_�r,_1:1- ,I ,� �:.__! -, .1 -, m � %, 11 0 I , , n __�, -,,.-,,,,' If - I _ 'TOR SHALL BE RESPONS111-It'i FOR ALL DAMAGES TO ON-SITE . - , -1, M THE CONTRAC - -,11.1111A I _ i -- _g," I__ e ` , It , ,; ,4 ff v INW� �- -, E - ��,�"_"',,� 0", - � ,_ � 11 _%, - ff, - I �. - AND ADJACENT UTfLITIES, FACILITIES AND PF,z,-(,7,)'PERTY AND SHALL CARRY SUFFICIENT NOT TO SCALE 11" 14 1 i- 1-m- I__1, ll , I 1, ,�!,, ��%"_ 1441F %� ,c...�_-�__;,� , I @ CONSTRUCT 4' WATER PROOF BLOCK RETAINING WALL -, m, � - � -�:�, , I � 4 i:14 % 1. INSURANCE TO PROTECT THE CITY AND ADJX','ENT PROPERTY OWNERS. 10%w, , k -1 ��, � ___J 6 � � I 141, , I... " �'i�� -1 __-ifl, �1, . 1 RMIT. vz� AT 4 I I , , - ,�4-, ��,�:�,A:1�, , 1-4M 1, IV __ I i -� '' i �� % ,,, 94% _�i�_, 'r I�, , ,� - M - I �p� . , , � ; , , "I 1. � 1%_11 11., -,01 I, i_[:� :, AP - I� I I I 0 I ,- � ,-III, I""%m,i,,,'as,00"', ,m " I 'I "p,- J _n'- Aft, 0 , � _� 1 "I P, .c I -, % I - I I -Iv. -I "Ah, - 0"�_ _ 1 11 . - % 1 $44 Nmk, , � ,� %,%, , ,,,vi % - ,, -, � �____ oa �,,,,�wh+ ,,, 2'1� PRIOR TO TAKING WATER FROM A FIRL HYDRANT, THE CONTRACTOR SHALL I lia%,, %ftmop AM!f� I �i I F_ 11,0, m ' � - - � .kSSESSOR'S PARCEL NUMBER OWNER: "94- ", 1' - I , , K. - amm-' 81p-mm% wf t , 111-,� � - �'__f � ---�', X-6 I " , .- , - MAKE ARRANGEMENTS WITH C,V.W.D, (398-.,','?651) TO OBTAIN A FIRE HYDRANT __tow'=%_ 0"NW-0-4 , ipivr�Mp,%,% gpOVIN,, Ow , '5� m %. ......a ,� "' , ", , _w ,ell _-E4 _ t ,, "'j,"aft ij�� 'A , � _. - , ,v - I - 50-110til- � to `_k",1l1__,i5w1'pfA' I H16, Ili I I% _ _ 11-mr, _4 - " -w � , W�. f %, � 004d �,�', In �,� 1i ,iO , "�411f, 652-020-001-004; 652-031-002; 628-320-001� 652-070-002-004 AND 006-010 DESTINATION DEVELOPMENT CORP, "Rri- - '_- WATER METER. I �% " :,�,:,A��, � ` I I t-,: , -11 74001 RESERVE DRIVE I— ; I,-- I ,,,mo I 1 " �'? 7 11, 1 , j & Jr, � - A �,_ j � T----�";__, I - - - ,-f-1, ,tr, 1 _,_',x-�, R _' VATE I Nii, ECT ION HOLES AND DETERMINE THE I CONTACT: TED LENNON I 4Mi4 10 22, THE CONTRACTOR SHALL EXCA -( TOTAL SITE EARTH QUANTITIES T L PALM DESERT, CA 92210 � �0*7 %, 1 :�'_�I::� a A 1,1[1, 'T A- 11, I LOCATION AND DEPTH OF ALL UNDERGROUN STRUCTURES AND U ILITIES IN THE ff A � ,--"\, I'll, (760) 674-2200 11_-,-i.�. _1w � �, 1 u - , 11 � f , CUT FILL, '�%1'11 ENGINEER'S NOTE '11a, 1::L�� VICINITY. I li -.11 .7 -11 g,p - I b, � I _ I I -.1 �' '2,� I - zf� " , _� " - I ju � I ' �- F � ' ��_ 4 ' or __� 10, � , ,� ." I '� RAW _19-W I ; PROPOSED PAD :` I ,, Cp I I,t 190,290 CY 138,440 CY , THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES i -_,-,�, I RIALS SHALL NOT BE STORED IN STREETS WITHOUT THE , 'AFf. I I .1 �4: 1 SOILS ENGINEER 14 11 11 I 'A I � _11_1 h1iiiiis, I- 1�! - - , , - ,k�� -_ I --: , JU :11 I ___"i I i1_11 ___�,�1_ 111 ...11�7777: " "' - ,-, - _� 111 .-�'L_!�`,,, 1', 1;�, -z,, , r i , --:, �;, - I - � � _:`�fl,__ ' 7*5 1% --, .1:_1: - - _1111��" --".--,I� I�__1111 4----��"`�,-, GINEER. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. I , I lk ,, 1.11. ""'' `_ '_ � --i., i___- I I � - ...... �_11_r� � � - - , b_1 - -41.` - - -�......- � ----��I'J- 1 -4 1 1 SUBSIDENCE (0.201) 11,430 CY % � , � '. " Ar I ''- - - , - --v �� I- IT SHALL BE THE CONTRACTOR'S , -, , li_L� lr_,__��: _ - LL-r_d j,�,,_1.__,!,_,"�'LL",, __- "T, cl , THESE LOCATIONS ARE APPROXIMATE. 1�1 , Ji" ,, 1_', 1 - � I , , .3 � � _F � 1111�:1�:_11 --, �;__ � � - EE I -�1----- � �-, J� 14 __ I I ", -1--�i - i E _ - ��a �. 101, �, , -, - �� mr �� I I �� I, 11 ,It-— ,I i_i�__ ,#-'W,Mw_ g�A0,41aumq, -ppmal �, -00ft""', - "v __ d" � I , � . " 7 `10 'm __ 0- � , �, � 11 . 100 - RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE EARTH SYSTEMS CONSULTANTS ��!....... __��_:�__,�,_:l ____� . " % " % - M,N " A � �� ", , , -, I - q� - i6p 0- __" F, � I �� ." 1-m ' e j�3,111,-1 -- - , All R Ar -��,��,,,---�--�:,',-,!,�,------ ,.-v 10, I� I - I _111-i �, _�.........� 0 111. I ') .� ,44,00, _ - SHRINKAGE (25%) 22,480 CY or OR BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. THE ENGINEN IS 79-8118 COUNTRY CLUB DRIVE � `_._1_,1_j 1 1'7_,:_�1 17__ s , ,wme 'Af , ,__� I. ia _w ", 0 %mw_w%%_ rl- �, _hl, 1 ,_ a,� % , � "I % , 1% I �1 I � I'D 4" �-.11 1- __- � �i ,-- ` %, TO BE NOTIFIED OF ANY DISCREPANCIES SO THAT ANY NECESSARY ADJUSTMENT CAN III',, _�l 31 � `� I � ��_ �3 iu,,._"� ! ___,1 Q� I � "11-1 �'-, _. . Z'�',�'�' , , th 1%, OVEREX 13,630 CY 13,630 CY I- BERMUDA DUNES, CA 92201 'a ��_�_Itl_" � I I L I a 11-1. ""', -� � , - �� di", �4� I 1____l� M ,_1 11151 ,z,- BE MADE IN THE ALIGNMENT AND/OR G-WE OF THE PROPOSED IMPROVEMENTS. THE I A , i, -i:,_" 0- SITE "n I " "' 'i"1001 "I I 1 (760) 345-1588 ji,f`� , 1 11 _' ��__, -� , , _V� TAkE PRECAUTIONARY MEASURES TO PROTECT ANY '111, � �� 4, , IF %, -1 ff .- k- "I CONTRACTOR IS RE Al C ,., ,%tUIRED TO - I 11 ��:__ , , �', 'I',- OVEREX SHRINKAGE 3,410 CY IF ......�......�ry - -,�i�_-_k ....�L� I. I -1" 1, L �_111�� - _-__�, �I 1, I 1_1 � s � � , ":..... � � � �8 8 ___ - All 11 UTILITY LINES __ - V , AND ANY OTHER LINES NOT OF RECORD, ANVOR NOT SHOWN '11 z-1\ M,�_ 111 I Ir I , ��l �, - "' "I ,;-_ � � �tj - � ,- , 'i_111- � � � - 1 � II, � __:�'. �� -, i�_ - � � ��_ I , - 0 IHIS PLAN SUPERSEDES THE PtAN APF" ED BY THE CfTY I � ON THESE PLANS, THE CONTRACTOR WILL BE HELD RESPON! �! �� , . L I F I ,!�_ '111- - � I SUBT01-AL 203,920 CY 189,390 CY %R ALL DAMAGE THE UNDERSIGNED SOILS ENGINEER CERTIFIES THAT; HE HAS RECEIVED THIS GRADING `%�-,� "I , z ��1. , 11 . - -_ - , 01 % ENGINEER 11/16,/04, 1 CERTIFY IT IS .4")ENTICAL TO ORIGINAL J, -1-11 TILITIES OR STRUCTURES IT 141 I HOMEWA ROAD ,��` fl / TO ANY U - CAUSED BY HIS OPERATION. PLAN AND FOUND I TO BE IN SUBSTANTIAL COMPLIANCE WITH THE RECOMMENDATIONS - �� : -,-`--- W �� 11 I - -�, li��i�;!��!�i��i��l;i��!��';�!��",��!��l',�',,----"-',,,"',-,��I 0 Lf", EXCEPTING REVISIONS NOTED, WITH A /J\ HEREON, _4% I'm IMPORT 14,530 CY J SLOPED BACKFILL t �ii�i��!�,�i;��ii,�,'�,�!!��!��,� � �!!�!��-�,Z�111 11 11111- 11 gv- ��,:�� !��:�z::�]�� , - -�:,�,��:�i��,��;��i�-"!��!,,!��!��i!��:��l��!�-��-,�� ,�� " -, - CONTAINED -11-804 DATED DEC 4, 2001, 51`1�1 �, c I -, of e, , SOILS REPORT PROJECT NO. 01 1�_ 4 , .i� , _1 'i f! , , 't� , 0 f, �I'I-,',I I-1, � , � , " `... 1�",��',�1____, , _ ,�,:,�:z,� , � �n�_', � -. -, __ _,,, , �!� ,;�N ��_��,�,�� , � �- TR �� I , -- �..... I � 1�, ,� �I � I 7'_.,� , - , , !��,, � �:,�:'�`��7 � ,-- - . ,;� ---� , , - , - , �` , �� I 11fsy Z" �i I, " � 1b, BE �� "I" 11_`� - , I_ -I - ffli ;�i�i��I�!�!�!��, -, � , MIND 'WALL DRAINAGE �i 1��I,��:��:�I��,; I i 'uc `� -_.," --i,-,,,-k" ABBREVIATIONS � I 05 , i i, I �_ ` SUPPLEMENATL SOILS REPORT PROJECT NO. 04-05-777 DATED MAY 26, 2004 s I— � i�!��,�l�l��!�;��;!�'-�,!i��,',,, I ;i �'��,��,:��;��,,��;;��ii��;��;��-;�i,��,��:� -:��::z�:� I ,0 = .* If - 11 C 11 1014 s �, , �,111 n � �m i" Ad�� # e � I TOTAL 203,920 CY 203,920 CY , I ''t�-,,>": ��:�� , �,��L��I:f��,-,�lz,��,� I 'i�,,�-��,'�z�t � - �1, I V h-3- ' �I . �i��i��i�!�i!�� L �z __ - �=*� ___ . I 11 ,75 I'l, 11 "'a r .. - DANIFT R. RUIZ� DATE'� i SUPPLEMENATL SOILS REPORT PROJECT NO, 04-06-804 DATED JUNE 29, 2004 _.,_ ,0�hJ1f1RR#g!% 11 " "I �� ,� ��;��!��i��i��l:��:�i��i�i��i��i�I _ , _, ,�q Ah,j,,_,,,,g, , NOT TQ, SCALE p - -- �i;�!�;��Ii!� J T'l- �:�:�,,1��i�1�,::; - -l", ___ 11 OA%fi % �I 'j-, -, :" -, - -,,,,,,6 , �,�_,V��: _� 1�11 1- �,��,� " _:.� �:�� ,',I"I I, 1� ��,_ � I ' RCE No, 545.59 � xp DATE: 12'31/05, 41:1 1-1 4u " " -1 f, , N16 ,�,�,�, �,�;��,-��1--. !��ii��i�!�i��ii��iiiij��i��i�,�...��3" ��:�_I �__ 0 0 vam -m_ , Vit � rllr :i�1-I�'��. �, , I I T�c 0 q �� 's ECT NO�, 04-08-812 DATED AUG 26 2004� Al "a., 1'qk � �l� -��i -,�j��:ii�:c��N" ,� o , ,_X11 1 �i�!:i��il� I / ,k,,TOTAL AREA DISTUR 35,4 ACRES � AND SUPPLEMENATL SOILS REPORT PROJ � %, � �� ,il�j��:��,�:I� I lk, LOW POINT LP �,, ,�::,n,Z,5��:,�,', 7 - ____ ____j 1 lr%uo ` ASPHALT CONCRETE AC f � ,1��T�A�i2 i�l�l�!ii��!��!!ii��i��i!;��i��i��i��t ��,� , � - �.: , �10 `%, wa , �,��:,:" �z_�t, Z��;�, Z,::��z IM: ��: _��z�,:�:: 'A '�,.__:�,,�, " i, I ", ki�� ,4 - ,, 11,_ �1 �,��' "I �I - "'�� % �:�_ - _:, -: , " " ��Z�:�,�;,�:Z�,�-,: _ v V__�� f Z,:,, ��`; '�',:111, I"', I :1:'1,:'1: �!�i�j�ii�j�i��!�,',,/�!��j ��;�!��!if��ij��!��:��i�,��,�:-I ' ' `� ': - ` wv_ 11�� :n:�:�� 111- , ,"_-,__ �_�,�;_�!, , � - _-, L:� __,-, -_�Z�m��_ , ", , ", ,� , k'�, , � , �, -11, , � '' � "_ , � , , - � !!i�i�!�!��!go 00_,�'1'111i� ____'__, C� ,-, _14 "'! 1� - ��i��ii!--,�iii��;�i�i�i��:�i!��i��!�� . 'I-- I 0000M,i, owl,!Qfa%� 41 I ; � ,- t - I ., I -, �,"I" - BEGIN VERTICAL- CURVE Bvc POINT OF REVERSE CURVE PRC f "I ......�%.: q , -f MGHORN MOUNTAINS ,---�:� ,Oi!�iii , ,e � ,� % t ,, 'THAT HE SHALL PROVIDE SOILS ENGINEER SERVICES DURING CONSTRUCTION OF THE a , ,-0, ,m, _�� ,��i��!��ii��-�!i�ii�iii�i��i��!��i��!i��i�i��iI X! 11L I ' %�'pi;",44MM m� ��!��11�,,� " , PAD ELEVATION PE ,ii�,Rw ,�,�� , � , " ,4 't BEGIN CURVE BC "a_� , ", �� i,� ,_ ,�4� ,zw IT A ,ao EXCAVATION AND FOUNDATION PHASES OF THE WORK, TO OBSERVE COMPLIANCE WITH 1- mmiw i�l��!I��tt; -, 11��,i�i� _ �� __ � .-F ,__!��!!!�i�iil!!�illl; " ,� � � f LEGEND J.powr % ;:::, _Li�l��j!ii� ,��;�;��j�!�!��;!��'"'��i��,,�,,�:-",iii��:�l",�-,-,�i��l��,i�,I �, _ 'I 1,�,,- :�_ � , 1� ,; A, th, 1 4� 1'1�7�� ' _w_"1,j1__ - I I � � - 1, I GOLF CLUB ::��'11_",��0__I�i�', ", 'I, I �-� � , -��t�":�,��;��i�i �-�:��;�jl,�:��L;::;�;��j��:�I_ , �', ,��:,�� 110 CENTERLINE CL PL DESIGN CONCEPTS, SPECIFICATIONS AND RECOMMENDATIONS, AND TO ALLOW DESIGN �, 11446 ll',,��i-,i��i��:��;�- -1��, _ �'T�L�'__'��'��;�:�!��i I , PROPERTY UNE I ,�M,_,,,,� " - `j� REVISED PAD ELEVATIONS PER AMENDED MAP % - - ,L� , - �, ��:N,�::��I�,�',,'��: 11 '�' I , `��',�i�il�i��,_-�i I � , '_I _,�_�" -�;;iz��,,'::�:�,,,� :�7�..',11 --"��ii�ii��i�ii;��l��,��i��:��,�z,��7:;�,�.......- , , - �, hi z �--�;;iz��,,'::�:�, "M , �w -00 1*, EVISION NOTE. / ,,Ilwa,�. 9_1 ,,, ��,� _� - I - ��;�!�i��i:,��",��i , ,_ 4- , NOTE EDGE OF PAVEMENT EP PUBLIC UTILITY EASEMENT PUE CHANGES IN THE EVENT THAT SUBSURFACE CONDITIONS DIFFER FROM THAT ANTICIPATED/ I , , "��, ��:��j��!��!��j�:��:�Z��:��i:�:��l��l�,:��,�_��L,��:�;��;,�"-,L,', I , - % L,�L _, il 111��,: I �:�z��,�� i�i��-",��""��;�,!!��i��!l� - I:�,_':��;�N;��;��`,�i��!�i�iz:��,�;`"�;:ii��i;��:�,,� ......- ,;��,��:� , �,:'' � % _ - , "' -,- � ��Rl _� �_11 i�1--l'�-,-,--,,--",��"""-",,� E ��i��!i�i'll""�i��!",L�,,�i",�I I _,,"', 1� 11 L-2-2S z ,_�i 1 /\ I - -1 -_ _% N I �, - - m- 111_� I',- - - - - "" li,,_ I � _ , FT URS, ADDED RETAI I _ "',_-, _� __ �i INCLUDING ADJACENT CO-hl NING j) /i , �,�_�_, , 10 14 ,_, ___ I �, - END CURVE EC RIGHT OF WAY RW PRIOR TO THE START OF CONSTRUCTION. THE SOILS ENGINEER'S WORK DOES NOT ,��,��Z,, 7 , -t � ' ,___ ', I � L�� ...... I , I _ '' , � ___ 1 , ,- - LAKE SURFACE ��":,Z I �, -,L",� � �T 0 �L_,_ ': - � -1�_ - �,�-�_ � I �` L I—;-��,�_�,�Z�� , 11 , __1 , ,a%, !� _�,�"'-�_� �:�,��:��,:,!� ,t,:�: I �`�, ��:��i��:�:��:�-�:��;��:,:��,�; I I , I _ , -,, 111111, I,�n :',; , i�,,�, ".� INCLUDE SUPERVISION OR DIRECTION OF THE ACTUAL WORK OF THE CONTRACTOR, HIS - -:;,I : ,- 11:��:��:�:,-�,,-�,��",.-�:��; i�;:;,�:��z��:i:�z�:� �'' - .., WALLS, BENCH DRAINS, 'LS-REET AUNEMENT AND EVC SEWER MANHOLE MH �% ,�:��.�,L��:�:�:: ;. I�� , �, _. 0 - 11 THE KEITH COMPANIES, INC. MAKES NO REPRESENTATION CONCERNING THE _'11 = �� -�!��i�� ;�,:� --1,�;��i!��ii��i��i"�,�-�:,i��!��- �,��,�:�:�!��i��i:�i��]��,-,,'��i��-,��!��i--�� I�zto��i��$�T�,` Y�i��Tiiiii , :::',1___; ,��i��i , . I ��i�fi�:��:i��2� n�,:,:z��,:,zl�Ln�:��;t,�,;��,��t��Z'�L��:,��:��li��i��:�:��i��,,,-��i�':��;��::��;,�� 11 : L, 11 11-1 � _;7��,:�:�:'�?,��:�?��L-'-- _. -,::''1.....�: CURVE DATA, A FINISHED FLOOR FF STORM DRAIN MANHOLE SDMH I'll," I , � -_��,:,��',"':� ��,m_�,,��:`:�:��:�::;�f::,:', � �,�,,,�,I �� , :::��L�Z�l'�� ; ��L' I - : "m ,��,��:��:�i��i,��,�� ,��!i��!��,-�-,,,,,,,,,,,--��!�i��5,�',`,i�i��*:��i�zlz�;��::,�7;�;��,�!� 1 -5 1 V 1` - ,I � � EMPLOYEES OR AGENTS. THE CONTRACTOR FOR THIS PROJECT SHOULD BE INFORMED '1� 1,�,i�::�-:��,��-��,:i,��i��,�i:��i�� I - � I , �!�ii�;��!,,,��ii��;��ii��-1",��!��!��,,��'L"�;_,,------------�� -, 1 ��z::�I-I-��- ,n�I�7�, L �- �- -_: z ,�'��:' ��, -, ��:��:�:�,,,��-',��:��,�:��:-::��,�I��:��,�,��:z��-_'��'�� - I:�:�i�z,-_-":��:;��',:��::,��1��, "- I > �%6, 'm __0 FINISHED GRADE FG Tc I _'i i ,- , ,,,��i��!!�!�,',!��-,�",��!,-':-",,-�%�- - '0011-I �� ',�,� ��,��,,-,�-,Z,�::��,,�,��:��',�t:�- , :�,��:�:'��,�:�:::��:��:�:��:.;:��:�;:��:��;z'��ti2--��'i�;�2�:��.,�....--,_ 0 NUMBERS, ARE PRELIMINARY ESTIMATES ONLY. THE THAT NEITHER THE PRESENCE OF THE SOILS ENGINEER'S REPRESENTATIVE NOR THE - 3 L� I :nl�n`0 n-1�171n 1�, ''Z�� 1,Z, �74 -640 Ala? :,�-�Z�'�:Z4'�'��;�, �,��:��i��i,:��:��!�i��i��i,'��:�i��:��:,��"I I , I ��,I I�:,��;" ��i��ii��!��,':��ii��i��i��i��;�:;��;�;��;��:��il:��:��,��,�:��:�:�:��,�:;��:�,-�,��,,�,�":.��;�,� , _'�' �,,,��,,��,��:,��i��i��i!�--"��:,�:��:;��:�t�:�,,�;: '17'�Li��i:i�'��:�:�:�'��:,�:� I FINISHED SURFACE FS TMH � ''-�� i��i�il��i!i�!��!i��i�i!i��i��ii��L I % 11 nL� "T". A OBSERVATION AND TESTING BY THE SOILS ENGINEER SHALL EXCUSE HIM IN ANY WAY 111, ,�Iz��,��:�!::,,_,�- 1 ,__ _ �::�j:�;��!��j�j�'�',�:��, 11� �, ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY MINOR DEVIATIONS BETWEEN 1�',�,,�,:�:�� z,,'_:�:�::��:��i:��i! i �, ,,�!�ji:��i'j��j!�� ,�'��;��:��:��T I . _1 - _ .........1 ��,�''��i�;��:�ii��i��i��-'-��--'�I - � __ 11'' ,1 �,�;�l-"��L,��,��:��'"'�'I'�,-,,� ,� ��,��::� - - �-'�:��!��i�:��i:��-"z,!��i�i��l��i�,:�l,�,,�:�� :�3�1�� 1 j- wad ,t :, I FLOW LINE FL TOP OF PAVEMENT TP ( , __ I � I _ I I :-:I:�-�-I-�,��--�:��7:�::��,��;��I�I, ::j��'�j��:�,��7 1-�� I -�i�::��-,"��,,,�;�! ; -64 1-- MINOR ��l��;i��'�i��,",Zl:��:�L'-__�;��:��::i��:��;il��:�:�:�� "'�I�i�ii��Ti�,!��i� n� -�� -4-14 I ESTIMATED QUANTITIES AND THE ACTUAL QUANTITIES AT THE TIME OF FOR DEFECTS DISCOVERED IN HIS WORK. "- _% I :-''�L' �;��i��i��;�i,�',��i��;�;��,, -1 1�1%yl�,mwiwiod_ ma-1101, p i 0 P 1141-4 mNAI�I I� 'Amoolf"u- 14" HIGH POINT HID TOP OF FOOTING TF - :�'�L�,��!�L_�� :�� :, :i�� i�!��i!�!;�� 11 I , � 1 I��:�'I:j, I - , ��,�'�,��:��'��L"��,,��:��,,-,�,�:�'��-��:��:��,:�,�,z��,,-,'-�,,�� --- _ , I g , I ,��_ �'��-"�,"i��!��""".-�":'',- ,��!:�- - �- I � , I I t # Is, �,�,z;` ��11:n:��z.�� 'il"", ,�_� 11 , �, -"--,,,-�::��:��i�:��i::��:��z:"�:��:�,-��i��:�,:� �:�--l"!��,,�,��i��i��;��il:�:7'��L - nz,�,,--�'LL"��i��,,'�",��,�'��L:��;��-��:i�� . -_ 11 1 , 1�,,�,�,�� z��_"', �i�:;�;:��:;��:�:��;��:��-��t�� '� � ,�,� z-1111;_�z, L,1,�, I�I : - �-. � - ,I - 111��'_� ,�1�1� 11 11,,��FL".......'_'__'_'_`_'___ L�i��i��::::� --�i��i!�!��,,-,- � CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO PERFORM Hl�/HER OWN I -----�Lli�l-l�l�-�7-1-�"I-�-"��-,I�-7��-,-,zll.��,1, 11 il�-`,-' , , �_,,I 11 � n� , 1-- - -�,,,,�,:- -, _.: I 1�1 � _ W, INVERT INV , EXIS11NG CONTOUR - MAJOR - __ ,, � :�_,��_1,0:��' Z,;,:��, z,�,,��::��I�;i ,��_ -F s 011 I 1'� ,L3�'�,, - �_ �,��,� �I�, ''i�"�"�",_��...�__��_- �, . I , , L�:i;:�n - "I - � _0 C TAKEOFFS TO DETERMINE THE BID QUANTI11ES. 1% , 1, `%� 11 X , N111 I'll, - 11�-11 1111 '' - -I- I——I I _1 I-1- I-11 � , %, If I& EXISTING CONTOUR - MINOR J 1 .1 I I 11 � CRAIG S. HILL DATE: k If' VICINITY MAP �� , ��, I u &, , '010- I '..'..=......=� __� -. I I � I I RETAINING WALL - 01 NOT TO SCALF- " ��, ""T ,� A �;, "' 0� , -, -.1- 4q ml 114mal Im"aliale, �,%,'Imm uggK001------ ii I,-,- -I I" -11-1 �.....,- . I-_ �r TT I NOW,* ______ BEE:ARI, Gs: - -_ I - - ii;! , !�� I I I I I I sm"Amouffim amm wamumm"m ""No -_ 6� u 1 EET, SUPERVISION OF: PREPARED BY: PREPARED FOR: 0j nderground. Service AkI.rt THEB ____1 . / I I DESIGN: DRAFT: CP EARINGS SHOWN HEREON ARE BASED (IN THE GRID % 400-1111 I I 0 __ �f I .SS/0, CITY OF PALM DESERT c i �`%_' , � V�, IN � I I mwmmwwmm - - - BEARING 'N67*15"5eW` BETWEEN NATIONAL GEEODETIC SURVEY ` f19 - I � SAH SAH HORIZONTAL CONTROL STATIONS 70MTIT 2' ANID 'RAMO'� AS I,- __ -I--------,- ,,,%_�_, ,V ((,�_ � <�, ,-"?, 2,f-;:%� I v .- ,. 1:= ____________ ______ I , I <� ; �v N 1� ; � ; L0 PER THE NATIONAL GEODETIC SURVEY DATA SHEETS. ""�z,__'DATE: _zj I ROUGH GRADING PLANS ��_ -__-------- - i DANIEL R� RUIZ ip The Keith Companies ! 11 Cl Call- TOLL FREE __'1%_t1', -, ,,.- �- i I I—— i I "U - _t - i I— � � I � � RCE NO, C54559 EXP, DATE 12/31/05 ; TRACT MAP 30438 CHECK: DATE: __-----L---- -_ __._____.__________________ Zf No. C54559 1rxc � _; I I I N 1 -800 1 1 m I Z_ � '� I (0 118 - f CffY OF PALM DESERT BRONZE DISK IN TOP OF ____ -------- APPROVED BY: ff I F PAL41,DESERT i � TITLE SHEET .- 7 ,�K Exp. 12/31/05, t 75 V, CONCRETE STEM WALL LOCATED AT THE SOU`rHWEST CORNER OF %,c 1 � ��r � , , . CITY ENGINEEI�/ , � LOCATED IN A PORTION OF THE NW 1 E NW 1/4 OF THE NE 4 OF SECTION 31, __ � " ,3_� � _-) 227--2600 . , , / I i 1 � i _;,&M� � � � I � 1 '71-Zlt I I X � I tAST, AND SECTION 25, TOWNSHIP 5 SOUTH, RAN E 6 E, S smagammomm � , _8 �,,__/ , - 41 N�� I � ) 'N-_-,�E � TOWNSHIP 5 SOUTH; RANGE 6 1 CONCRETE BRIDGE ON HWY 1 1 1 OVER PALM VALLEY STORMWATER -________ - - //v i A u k/o!�;- >�If cm\, 737M Fred",Suft 100, POW 9"art, CA 92260 (7W11 346-9844 1 6 DWG NO. R0786101 I, CHANNEL - ___ - -- I 1W - L�� I/ .e '44 � f- AG - � (D 41 I FOR: ammalloomalmoolowomass"mwwmmmmmmwmmvwsmmwmmmagoomm -4-' ELEVATION- 215.639 FEET NO. DATE INIT. �- I PD DATE MARK GREENWOOD VATE:� of, C# � J-J, * ,X-N:v 1 1 I—— I 0 11 I 1 TWO WORKING DAYS BEFORE YOU I)'!('r REVISIONS RCE NO. 57989 EXP. DATE 06//30/06 � STONE EAGLE DEVELOPMENT LLcF1 S 6� I— __1_ - W-04tv I --mom mawwwwwwAm"wo -1 -_ 1,10111,1110 _111 I - G. q 99is - I wasmow"Nommmassummammagamomm � �"`0� 11 nou (( ;EL C.3- RA D 1i �(; P 1_.,_,oAN S D ' ' _ ___ R lilt � n 4 � _:__ -1 17 1 1 1 � � � � i � I NEONNEOMMOKKANO-MMMONommogampoommmmallawmAgommmommoomp'I 0"'IMA I VAMIN" I ! I ! I I I I I I I -- : I I 1 760 , I � I � I I I I � I I - I i - � � I I I : I � I I a I , I I I I I I - I 11 11- 1 I i I I I I I - - I I I I I I I I � I I i I I I 1-� I I I I I � I I I I I i I ,- I, I I I I I I- I I ; 11 � I I �- I I I I I I I �I I I I I - I L,-,�-,�', , I I I I - - � II -11 - I I - I I I I I iI I I I - -1 I I i I I I 1`--11 11-1) f-1� --I- , ,% ,,_,,, I I I � . I I , � I r I ,/,� , �, -� I,N 1-�j I I I I I ,,� , , I . ` )- I -- - -,,7) r� , 1 I �--- I �, ---, �, " I I � � I � I I I I I -, I ( z"', ( ; 1, ), ,, I I 1 -"',',-, , 1'� -4 k i - � , j .k i - I I ,�, ) I -- . 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RU17' -,I_ DATE., ,,,, I I _""F1' 1'1� _,11_11 I'll, 1�_ i j VJ j=), i "I-) 0 J 5� - 6 1 _____ �1--, _j - : , I 1� : 54559 1�_, I i=1 I, " ,�� "-,:�,-, - - 1��, I RCE No. '� -, EXP DATE: 121131/0,55, < I - 1� ,�, I � 1 �4 " ",� 1�_ _ ,�, 1-1 i - � : __ � , 11 "', X I ,,,,I- I If __1 -1 ,,,, .11 _ - .el ..,-,,- I 1-1 i ,,e i 1_1� 111�' - : 0 1 �11_11 -, ,',,-- -, i __ - - : �, ,,, - " : , __ �, ,�,,z , �,�,,�- �,_",, : ME I 11 I : 01 I I - 11-1 "" I ,�,�i� : I I I � i -, - : I ,;�� , 11 1,11' ,,,-�' X'- ,-' .�� (P i , x ! i=� ___� I I : r 'I-, "I IL : , �, I X ,,-��,� : ,,, ,1115�e 11 Ile " i D -.11 ,,-�x � : ", " � ; �_; ,,e \ \ : .1 1-11 \\ : � I',- '1�1 _��x ,� ; I ,�"" I'll ".Oe I : i GRAPHIC SCALE - : 'I-,' ,��' 'I- ��1_111",��,' : : L i i w ! 40 1 : 0 20 40 OD ISO x 4> i ; : I I I z � iii,il:�i'll;�i�;;,i�,,��:"!Ii'';Iil:i��ii�,��I -I--,-,,,,] : . � 3 i i��i�� I � I �V 1 : I" i I - i __ __ - - - :� 11 : � 1 I - ; 111111iiiijig! ��i�'i i��i�i��w---J�� i : ; :1:ill I Iiii ,, _� 11 �� ! >_ U � � - : :2 i _: 11 I ( IN M.? ) CQ : I - ! i � 1 Inch = Q ft. - 0 I I *91 ;,i��i 1i,�, ON i INS NO�ii i im i i:�I R "o MINOR" - - 09"w"" I I � waams"w"w"Nommmanoweaw I ; ! , . C- T T ", ilq ,��I S 0 F 8 EAR I N G'S� 1 SEE REVISION NOTE 'I ON TITLE SHEET. I � ra � _ -777 �__ -- - 11 W -, I I H SUPERVISION OF: PREPARED FOR: � - U-) underground Service Aler". THE BEARINGS SHOWN HEREON ARE BASED ON THE GRID I _::=_��__ ,SS/ -) 0� 4 _19,11KNOWIN.- BEARING 'N6715'54�W` BETWEN NATIONAL GEODETIC SURVEY __j__1___4 � �, 001-% 01 lql?,(I � C I T Y 0 F P A L M D E S E R T DESIGN: DRAFT: u ,I - t� t 'V I SAH SAH 0 1 000&� HORIZONTAL CONTROL STATIONS 'TOIATIT 21 ANO 'RAMO' AS I ",;/ -I, 2,f -t�ls� ,%� - __ "REMN, __ __ ___ R . _____________�__ r:,,2,1'__,,�_, � 1. � C) Ti C=, 1 1 PIR THE NATIONAL GEODETIC SURVEY DATA SHffTS. ____[____- +____ - -1 '-wa .xN I im I I I I DATE- ROUGH GRADING PLANS c:l ! i � DANILL K. KUIZ _P��, ___ F t�_ f � - � Vvall: TOIL FREE i �� --------------- � I The Keith Companies N ;�6 i I V7 ,�o �- - �_ 1, � I RCE NO. C54559 EXP. DATE 12/31/05 10 z __� 11 B E�_CH-tiA-_RK _� __ --t- _______________ ____ ______ j, La No. C54559 rn 11<1c TRACT MAP 30438 CHECK: DATE: I* k-k! 1 -800 1 1 8 - :t CTTY OF PALM DESERT BRONZE DISK IN TOP OF � ty- _2 -1 - Bz jULY 2005 N k ___�________ �_-4--_ APPROVED BY� CI�y PF _PALM DESERT , - .N PLAN SHEET __ - CET AL I V . ilt , Exp. 12/31/05 "E � I _ze 1i E UTHWEST CORNER OF' 1, I lk I , ,;-- Vi. I I t THE NW 1 �4 AND A PORTION OF THE NW 1/4 OF THE NE !Z`4 OF SECTION 31, MaNaMWIMMEMOWASSMORMOROMMEMMM N R -___�________ CITY ENGINEE 11 I \ A - r1l / " - v 11 ) - I � 1�_ LOCATED IN A 'DOIRTION OF i . ,A,lx,� l" ,I , - -, �.,J�, , Cfvl\, IOWNSHIP 5 cOUTH: RANGE 6 EAST, AND SECTION 25, TOWNSHIP 5 S01.11", RANGE O' E, ".B,M, ! 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T w I 9 i _qT � � I 118 - 2f i OF PALM DESERT BRONZE [01SK IN TOP OF I i Y � 2 BZ JUL-e 2005 ___--------i-----,--,---,-------------.-------4-'------T,___ APPROVED BY: CIT, 1 ALM DESP %�,,�': __ ___ , __T L�,L'� , I E7L �, i ,,� I WALL LOCATED AT THE S00THWEST CORNER OF I I w '' I ,,_� EV. 12/31/05 � I I � � I � 4�,_,-)---,-)ri, I W�_ `,�,__�l; .�L -, _i, , - � 1 I � I - I ` I I n - , �, 11 -'� / � - CONCRETE STEM � j �OCATM 1 IN A PORTION OF THE NW 1 '4 AND A POIRTION OF TH NW 1/4 OF THE NE '/4 OF SEC-MN 31, ,,, - � ___ ,�,,,, ,,, " _?_�" " , -,--% - TOWNSHIP 55 SO!TH, PANGE 6 E, T� AND 'SECTION 25, TIOWNSHIP 5 SOUIH, RANGE 6 E, S3,M. ! 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RUIZ � DATE: 11 ^,, I I ROUGH GRADING PLANS Call- TOLL FUE - __--------- __+_ - I Ir The Keith Companie I I'll - .-* - -_---- - I RCE NO. C54559 EXPI. DATE 12/31/05 Q_ .0 i�i I T F1 A C T M"m/AAP 3(0)4 3t8` CHECK� DATE: I - 1 --800 __f__ _.- -�-------�,---..-----.-�"----�--!I 1 Ill! 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I i E SUPERVISION OF: i;ii, PREPARED FOR- i I Underground Service Merit L--4----------- --.&- I I I � ! ---4--- Ri% e4l I I �, THE BEARINGS SHOWN HEREON ARE BASED ON _rHE GRID I I iiiii * I 11 or-) "I I �� BEARING *N67*15T5rW' BEri NAnONAL GEODErIC SURVEY -____L___j______________ - - I iii � 10, C I T Y 0 F P A L M D E S EP T DESIGN: DRAFT: I I -4- - I _k �* ic� 'i I - HORIZONTAL COWROL STATIONS 'TOMTIT 2' AND 'RAMO$ AS I � - ,�, I --"7- 2 4- t.".1, '1� � SAH SAH LK�_'_ ;kNe -_ __4____ ,-,-------- - -1i I M, - I v%. <^1\ I I i - �2%�-7_-- \w I PER THE NATIONAL GEODETIC SURVEY DATA, SHEETS, I ,� r-, �_� N I _. � w I - � I Ci 1"OLL FREE : - i ________� DANIEL R, RUIZ DATr_. The Keith Companies ROUGH GRADING PLANS i __�_____--.--,--,---,------- -4--- ti� ,iiiie � -I_ _-R-i I I � I I I I � - I t _ RCE NO. C54559 EXP, DATE 12/31/05 CD rA A I � I -------- _= CHECK: DATE: 4----f----- ___-_____f__ No. C54559 in< TRACT MAP 30438 i/r, , I I w �/(///' 1 -800 : I I , I 1 I i cy- � , 118 - t CITY OF PALM DESERT BRONZE DISK IN TOP OF ___L___1________________ - � - APPROVED BY: CI IFJ ALM DESERT 1 2 E3z JULY 2005 CONGREfE STEM WAtJ- LOCATED AT THE SOUTHWEST CORNER OF i,� �` I UP. 12/31/00-5- 1 F I PLAN SHEET --- -_ ", "r �, I I I � I I - CITY ENGINEER _ , .1 r -liv-11 ry li, I 1� LOCATED IN A PORTION OF THE NW 1/4 AND A PORTION OF THE NW 1/4 OF THE NE 1 '4 OF SECTION 751, i RANGE 6 �AST, AND SECTION 2r-, TOMNSHIP r- SOUTH, RANOE 6 r, S.B.M. 4 11 _� : - i I '�Jt Zu i�-J-1`1"" M --' 1#4"' j>, - TOWN'ZKP 5 SOUTH - 4 � I,'k , , I , ', , �_11_1_1 227-2600 CONCRETE BRIDGE ON HWY 111 NER PALM VALLEY STORMWATER I--� --,+---------- ,I .-911� , civii 73733 Fred WboM So** 100, Palm Daert C4 92260 (M) 346-9W � N, 1 � - � : I �_ -i � P -_ ,� - - - 7 7" - N - : __�4_ --;,m, , �*�,,, ,.,f)� 4-.7"- -,--.W--- I f� AG I � 01i 0 DWG NO, RG786107 I , - I CHANNEL ; , I , , -,_i, , , "il. I--+----------- I---- _____ , - ii� __L_441_��. ," .,__ ; - !, FOR: mommomwAommingeavownwowmammmmtxmmgmmummAmmmowsommom ELEVATION: 215.639 FEET i NO� DATE I 114 IT, I I i F D ATE I DATE: ,,,. 1 TWO WORKING DX,IrS BEFORE YOU I)JIG, -1 i _j__ `i�� ETERENCES I REVISIONS I RCE NO, 57989 EXP. DVIE 06/30/06 STONE EAGLE DEVELOPMENT LLC SHEE7 7 OF 7 - wamawxmmmpmmmwom i! momwatoommommil iiiiiiiii! iiiiii,iii: W111 Ni: I : - : i ! i r, : �,r ci IT--7 : : � � I " 'j", , , ( *,/", `/'i , `-, "' , , ,_� ""_ -I 1, , __ - , /I 1 1 - I I I" I - � : � � / `1111!�,/`1,_/��'1111_,, i : 17: � ,��'w�_ �L�,� L� 1.L : y, EIC i � � �T_ I IVT[i I ji _:4w 4 1 1 1 1 1 -IN � I I � � : i : : i STAFF REPORT CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT MEETING DATE: September 7, 2021 PREPARED BY: Kevin Swartz, Associate Planner REQUEST: Consideration of a recommendation to the City Council for approval of General Plan Amendment and Change of Zone 20-0002 to establish a higher residential density (12 units per acre), Tentative Parcel Map 38033, and Precise Plan 20-0010 to construct a two-phased, 48-unit condominium project, clubhouse, and pool/spa on 3.91 acres at the southwest corner of Gerald Ford Drive and Shepherd Lane; and adopt a Mitigated Negative Declaration in accordance with the California Environmental Quality Act (CEQA). Recommendation Waive further reading and adopt Planning Commission Resolution No. 2795 recommending to the City Council approval of General Plan Amendment and Change of Zone 20-0002 to establish a higher residential density (12 units per acre), Tentative Parcel Map 38033, and Precise Plan 20-0010 to construct a two-phased, 48-unit condominium project, clubhouse, and pool/spa on 3.91 acres at the southwest corner of Gerald Ford Drive and Shepherd Lane; and adopt a Mitigated Negative Declaration in accordance with CEQA. Architectural Review Commission Recommendation The Architectural Review Commission (ARC) has reviewed the proposed project at three (3) separate meetings, including February 23, 2021, and March 23, 2021, as a Miscellaneous Agenda Item, and April 27, 2021, as a Preliminary Plan. As a result of the meetings, ARC determined that the project as presented was an inadequate design for the area. On May 25, 2021, the applicant returned to ARC to present a new architecture design addressing the concerns of the Commission, which included 12 two-story buildings consisting of a total of 48 units and a single-story clubhouse and pool/spa building located along the rear of the property. The ARC deemed the new design as very attractive and praised the applicant's responsiveness to their comments. The ARC recommended approval of the project by a 5-0 vote with Commissioner McAuliffe absent, subject to the following: • Windows located on exposed elevations and masses over garages should be recessed. • Applicant will revisit stacked elements over garages and explore options that help these masses relate to the overall building design. September 7, 2021 — Staff Report Case Nos. PP 20-0010/TPM 38033/CZ and GPA 20-0002 Santa Barbara Condos Page 2 of 11 Based on the scope of the project (two-story buildings), staff recommended that the applicant notify the adjacent residents prior to any public hearings. Following the approval by ARC, staff held two (2) neighborhood meetings (outlined in more detail in the Public Input Section) with the residents along Scholar Lane who were opposed to the proposed two-story buildings. Based on their comments, the applicant modified the project. On July 13, 2021, the applicant returned to the ARC with new design plans, including a self- initiated replacement of the four (4) two-story buildings along the rear with four (8) single- story duplex units to further address the neighbors' concerns. The single-story duplex buildings will also occur in Phase Two. The ARC stated that the duplex units maintain the same attractive architectural design as the remaining two-story buildings and thanked the applicant for listening to the existing neighbors. The ARC approved the updated project by a 5-0 vote with Commissioner McAuliffe and Commissioner McIntosh absent. Executive Summary Approval of staff's recommendation will result in the development, referred to as "Santa Barbara Condominiums," proceeding to a public hearing before the City Council. The applicant is proposing a General Plan Amendment (GPA) from "Conventional Suburban Neighborhood (3 to 8 units per acre)" to "Town Center Neighborhood," which allows up to 40 units per acre, a Change of Zone (CZ) from the existing zone of Planned Residential (PR-5) of five (5) units per acre to PR-12, allowing 12 units per acre, a Tentative Parcel Map (TPM) for condominium purposes, and a Precise Plan (PP)to construct a two-phased project totaling 48 condominium units and a clubhouse with a pool/spa on 3.91 acres. The original proposal included 12 two-story buildings. During the review process, staff held two (2) neighborhood meetings (outlined in more detail in the Public Input Section) with the residents along Scholar Lane that were opposed to the two-story buildings and the location of the clubhouse, pool, and spa. Based on the neighbors' comments, the applicant replaced the four (4) two-story buildings along the rear with eight (8) single-story duplex units for both phases and relocated the clubhouse and pool/spa along Gerald Ford Drive. The applicant also re-oriented the remaining two-story buildings, so the second-floor outdoor balconies face Gerald Ford Drive to preserve privacy for the existing neighbors. The development conforms to the City's development standards for building setbacks, lot coverage, parking, height, and landscaping. The development was subject to the approval of a Mitigated Negative Declaration (MND) for the CEQA review. This review has determined that there will be no significant environmental impacts with the development's mitigation measures. Background A. Property Description: The development site is an undeveloped 3.91-acre property located at the southwest corner of Gerald Ford Drive and Shepherd Lane, east of the Riverside County Sheriff's September 7, 2021 — Staff Report Case Nos. PP 20-0010/TPM 38033/CZ and GPA 20-0002 Santa Barbara Condos Page 3 of 11 Station. The property consists of sparse desert vegetation including, shrubs and grasses, blow sand, and scattered debris. The topography of the site generally slopes down from the southwest. B. Current Zoning and General Plan Land Use Designation: Zone: Planned Residential — 5 dwelling units per acre (PR-5) General Plan: Conventional Suburban Neighborhood — 3 to 8 dwelling units per acre (du/acre) C. Adjacent Zoning and Land Use: North: PR-5 - The Gallery residential community South: PR-5 - Single-Family Homes East: PR-5 - Vacant Land West: PR-20 - Future City retention basin Project Description The applicant is proposing to construct 48 condominium units and a clubhouse with a pool/spa within 3.91 acres of undeveloped land. The project is proposed in two phases; Phase One consists of four (4) two-story buildings with four (4) units in each, and four (4) duplex buildings totaling 24 units. Phase One also includes the clubhouse with a pool/spa. Phase Two is a mirror image consisting of four (4) two-story buildings with four (4) units in each, and four (4) duplex buildings totaling 24 units. A. Site Plan The non-gated project is designed with one (1) vehicular access driveway along Gerald Ford Drive that allows a right turn in and a right turn out. Private streets provide interior access in a loop system. There are a total of 17 buildings located throughout the site. • One (1) single-story clubhouse building • Eight (8) single-story duplex buildings • Eight (8) two-story buildings The two-story buildings create two (2) rows, the first row consist of four (4) buildings fronting Gerald Ford Drive. The second row is located in the center of the property and also consists of four(4) buildings. The units include a two-car garage, an outdoor patio area, and a balcony on the second floor. Each building (two stories) is positioned with the outdoor balcony/patio area fronting Gerald Ford Drive to preserve privacy for the neighboring properties to the south. September 7, 2021 — Staff Report Case Nos. PP 20-0010/TPM 38033/CZ and GPA 20-0002 Santa Barbara Condos Page 4 of 11 The third row includes eight (8) single-story duplex buildings located along the rear of the property that is approximately 38 feet from the existing resident's property line to the south. Each building consists of two units, and each unit will have a two-car garage. Additionally, the project site/grade is between two (2) and 12 feet lower than the existing properties to the south. The single-story clubhouse and pool/spa is located along Gerald Ford Drive. The proposed landscaped retention basin will be located adjacent to the clubhouse and pool/spa. Pedestrian paths are also located for continuous pedestrian connections through the site and landscaping areas. The perimeter of the site is enclosed with a six-foot-high decorative block wall along the property boundaries. B. Architecture The proposed architecture features a contemporary design characterized by geometric building forms, stucco pop-outs and furring, flat rooflines, balcony railings, recessed windows, prominent architectural elements, and warm earth tone colors. Architectural projections, recessing, and breaks in the parapet line are used to alleviate the massing of the building. The two-story buildings are proposed at 26'-5" in height, each consists of three (3) bedrooms and two (2) baths, ranging from 1,596 to 1,700 square feet in size. The single-story duplex buildings are proposed 15 feet in height and consist of two (2) bedrooms and two (2) baths at 1,002 square feet in size. All buildings include ground-mounted air conditioning (A/C) units, which are screened by walls and landscaping high enough to cover the units. Per direction from the ARC, the applicant will be complying with the integration of roof drainage and downspouts into the building architecture. The applicant has been made aware that exterior building-mounted downspouts are prohibited. C. Landscape The proposed Phase One will include landscape installation to the perimeter roadway frontages, retention area, and common areas. Shade trees are found throughout the perimeters along street frontages and interior paseos of the site. The proposed landscape plan includes low water usage planting materials including mixes of desert native species for trees and shrubs. Perimeter Roadways: Gerald Ford Drive is the public roadway along the perimeter of the proposed project, which will include a decorative six-foot CMU wall and drought-tolerant trees including Honey Mesquite, Date Palms, Tipuana, and Palo Verde. In addition, a mix of low water usage shrubs includes the Desert Sands Verbena, New Gold Lantana, Little John, Yuccas, Agave, and Birds of Paradise. September 7, 2021 — Staff Report Case Nos. PP 20-0010/TPM 38033/CZ and GPA 20-0002 Santa Barbara Condos Page 5 of 11 Common Areas and Retention: Common areas and retention basins are planted similarly to perimeter roadways in that a combination of inert material, shrubs, and trees are used to fill these planting areas. The use of turf is allowed in common and retention areas. The rear of the property is heavily landscaped, including putting greens with turf. D. Roadway and Right-of-Way Improvements As a part of the development, the applicant will construct a commercial driveway along Gerald Ford Drive, with an eight-foot sidewalk along the length of the property fronting Gerald Ford Drive. Analysis Land Use Compatibility: A. General Plan Amendment In 2016, the City of Palm Desert adopted a General Plan update to guide development in the City for the 2040 horizon year. The land use designation of the property is "Conventional Suburban Neighborhood,"which allows low-intensity residential developments between three (3) and eight (8) du/acre. This designation is intended for single-family houses and small multi-family dwellings. At maximum density, the property would allow up to 31 dwelling units, which is lower than the number of proposed units for this project. Therefore, in order for the applicant to meet the desired density, a General Plan Amendment to "Town Center Neighborhood" is required for the site increasing the density to a maximum of 40 du/ac. Section 25.78.070 of the Municipal Code describes the Findings necessary to determine a General Plan Amendment acceptable. "The Council may approve a General Plan amendment upon finding that the amendment is in the public interest and that the General Plan as amended will remain internally consistent. In the event that a General Plan amendment is requested by a private property owner, the applicant shall demonstrate to the Council that there is a substantial public benefit to be derived from such amendment and how the proposed amendment furthers thegoals of the General Plan." The proposed General Plan Amendment is consistent with the Goals and Policies of the General Plan, as demonstrated below: Policy No. 3.21 Infill neighborhoods. In existing developed areas of the city, encourage development that repairs connectivity, adds destinations, and encourages complete neighborhoods. The proposed project supports the expansion of multifamily housing by providing high-quality residential development that is within a vacant property fronting Gerald Ford and has existing residential to the north and south. The project is designed with internal pedestrian access, September 7, 2021 — Staff Report Case Nos. PP 20-0010/TPM 38033/CZ and GPA 20-0002 Santa Barbara Condos Page 6 of 11 and provides common area recreational amenities available to all residents. The proposed project includes local streets, pathways, and open spaces intended to allow residents to enjoy not only the project's amenities but to connect pedestrians to the existing neighborhoods to the west, east, and south, thereby creating a pedestrian, family-oriented atmosphere. Goal 3, Policy No. 3.2 Conventional neighborhood design. Discourage the construction of new residential neighborhoods that are characterized by cul- de-sacs, sound walls, long block lengths, and single building and housing types. The existing area to the south contains a long street broken up with multiple cul-de-sacs. The proposed General Plan Amendment will allow the applicant to construct a different housing product, which includes single-story building and two-story housing types. Goal 3, Policy 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. The project site is surrounded by a mix of vacant land and low-density, single-story residential developments. The project is also consistent with the Goal's, Policies, and Programs of the City's Housing Element. Goal 1. A variety of housing types that meet all of the housing needs for all income groups within the City. The surrounding area consists of mainly single- family homes. The proposed project offers a different housing choice in condominiums that will be priced differently than the existing single-family homes. The GPA to "Town Center Neighborhood" is supported by staff, as outlined below. Staff believes that the proposed project establishes a land-use pattern that is consistent with the existing neighborhood. The project site is surrounded by a mix of vacant land and low-density, single-story residential developments. The residential developments to the north and south of the project are currently designated "Conventional Suburban Neighborhood," consisting of single-family homes on lots generally in the range of 9,000 square feet. These existing neighborhoods extend from Frank Sinatra Drive to Gerald Ford Drive along the west side of Portola Avenue. The properties to the west and southwest are designated "Town Center Neighborhood." The City is currently reviewing an application for 269 affordable apartments just west of this site, and staff is working with an applicant for the remaining +/- 80 acres to the southwest on a denser residential project with a variety of different housing choices consisting of single-family homes, duplexes, and multi-family. Re-designating this site to "Town Center Neighborhood" is consistent with the vacant land to the southwest. September 7, 2021 — Staff Report Case Nos. PP 20-0010/TPM 38033/CZ and GPA 20-0002 Santa Barbara Condos Page 7 of 11 If the GPA is approved, the new land use designation would be "Town Center Neighborhood," which allows moderate to high-intensity neighborhood developments featuring a variety of housing choices from seven (7) to 40 du/acre. At 40 dwelling units per acre, the site's maximum buildout potential would be 160 residential units, which is not consistent with the surrounding neighborhoods. The proposed density of 12 du/ac for a total of 48 units is consistent with the surrounding area. The addition of 3.91 acres of Town Center Neighborhood, and a corresponding reduction of Conventional Suburban Neighborhood lands will not affect internal consistency of the General Plan, as the designation exists, was planned for and applied to lands west and south of the project site, and is an established land use pattern throughout the City. Additionally, the vacant properties to the west are designated "Town Center Neighborhood," and the GPA request would align the land uses and provide a consistent boundary adjacent to the lands to the west. The proposed project provides public benefit by expanding the City's housing stock by offering a different product type of condominiums to the area, and providing for the City's expanding population in the immediate future. As designed, staff finds that the project does not physically divide an existing community and does not conflict with any applicable land use plan, policy, or regulation outlined in the General Plan. B. Change of Zone: The applicant is also requesting a CZ to allow for a higher density. The current zone allows for five du/acre. The proposed 48 condominium units provide a density of 12 du/acre. The applicant is requesting a CZ to 12 du/acre, which will support the proposed development. Directly west of the property is approximately 100 acres that is zoned for 22 du/acre. To the north, south, and east are multiple housing developments zoned for five du/acre. Those developments are multiple tract maps consisting of 16 single-family residential lots ranging from 8,000 to 11,000 square feet. Those developments are designed to attract first-time homebuyers and families. The proposed development provides a different housing type but is also designed for the first-time homebuyer or a retired population who choose to live within an HOA where amenities and property maintenance are included. The subject property is zoned Planned Residential (PR), which is the City's most flexible zoning standard for residential development. Essentially, the PR zone allows the developer to propose their own development standards based on their desired products and in consultation with City Planning staff and the Commissions. The request for the CZ meets the intent of the PR zone by providing a mixture of residential densities in the surrounding area. The building density as designed would not adversely impact any adjacent properties. C. Tentative Parcel Map: The TPM 38033 proposes to create a single parcel for condominium purposes, as well as lettered lots for open space, stormwater retention, and streets. The proposed TPM 38033 is consistent with the City of Palm Desert General Plan 2040 and upon analysis, meets the September 7, 2021 — Staff Report Case Nos. PP 20-0010/TPM 38033/CZ and GPA 20-0002 Santa Barbara Condos Page 8 of 11 density and development standards of its zoning district. The design of the subdivision will not conflict with easements acquired by the public at large for access through or use of property within the proposed subdivision because all such improvements will be constructed to be adequate for the proposed project. The environmental assessment has been reviewed for the proposed subdivision, and it will not cause substantial environmental damage or substantially avoidably injure fish or wildlife or their habitat. The required conditions of approval ensure the proposed project from being detrimental to the public health, safety or welfare and actually protect and promote the public health, safety and welfare, and the conditions prevent material injury to properties or improvements in the vicinity. D. Precise Plan: The proposed development standards are analyzed for conformance: Height: The PR zone allows for three-story buildings up to a maximum height of 40 feet pursuant to Palm Desert Municipal Code (PDMC) Section 25.10.050(B)(11). The building heights range from 15 feet to 26 feet, which are permitted by the zoning ordinance. Density: The PR zone allows a minimum four (44) du/ac and a max of 40 du/ac pursuant to PDMC Table 25.10-3. The proposed project is requesting twelve (12) du/ac, which is within the threshold of the PR zone allowance. Street Line Setbacks: Pursuant to PDMC Table 25.10-2 the street setback distance for Gerald Ford is 32 feet from property line. The proposed project has as setback distance of 13 feet from property line. Section 25.72.030 states that development standards through a precise plan may be modified by the Planning Commission. Staff finds that the reduced front yard setback will not depreciate property values in the vicinity or would unreasonably interfere with the use or enjoyment of property in the vicinity by the occupants thereof for lawful purposes or would endanger the public peace, health, safety, or general welfare. Additionally, the design was approved by the ARC. The project setbacks for the sides and rear are below. • Side Yard (west property line) —10 to 40 feet • Side Yard (east property line) — 17 to 53 feet • Rear Yard (south property line) — 38 to 39 feet As proposed, the developer is showing adequate setbacks from surrounding roadways and the project perimeter. Parking/Garages: Section 25.46.040 Parking Requirements requires two-covered parking spaces. The project provides two-car garages per unit. September 7, 2021 — Staff Report Case Nos. PP 20-0010/TPM 38033/CZ and GPA 20-0002 Santa Barbara Condos Page 9 of 11 Public Input Public Notification: Public noticing was conducted for the August 17, 2021, Planning Commission meeting in accordance with and the PDMC Section 25.60.060. A public hearing notice was published on Friday, July 26, 2021, in The Desert Sun. Additionally, notices were mailed to all property owners within 1,000 feet of the project site for a total of 1,585 hearing notices. At the August 17, 2021, Planning Commission meeting, the public hearing was continued to provide the applicant additional time to correct the inaccuracies in the draft Initial Study (IS)/Mitigated Negative Declaration (MND) and allow the City to initiate a recirculation of the updated IS/MND. The documents have been updated, and staff recirculated them on August 18, 2021. Public Comments: Prior to the public hearing notices being sent out, staff requested that the applicant contact the immediate residents along Scholar Lane and residents within The Gallery across Gerald Ford Drive. On June 14, 2021, staff hosted a neighborhood meeting to discuss the project. There were approximately eight residents in attendance; all from Scholar Lane. During the meeting, staff presented the project and stated that the applicant is proposing 12 two-story buildings consisting of 48 units and a single-story clubhouse and pool/spa building located along the rear of the property. The residents expressed concern with the two-story product and the location of the clubhouse and pool/spa. Staff stated that there is a 38-foot landscape buffer from their property lines to the first row of buildings. Staff also presented a line-of-sight study that the project architect prepared. The study showed that the existing resident lots are between 12 and two feet higher than the proposed project, and their views should not be impacted. The residents still had concerns with view loss and people being able to see into their properties, especially with the outdoor patios on the second floor. The residents also stated that having a pool/spa adjacent to their backyards is going to create added noise. The residents concluded that they would only support a 100 percent single-story project that is consistent with their neighborhood. Staff ended the meeting by thanking the applicants for their input and stated that they will meet with the applicant based on these comments. After the June 14, 2021, neighborhood meeting, staff met with the applicant and project architect. The applicant stated that they were willing to replace the four two-story buildings along the rear of the property with single-story duplexes and re-position the two-story buildings to have all outdoor patios on the second floor face Gerald Ford Drive and not the residents to the south. The applicant wanted to leave the pool in its current location, stating that the project does not financially pencil at 100 percent single-story. September 7, 2021 — Staff Report Case Nos. PP 20-0010/TPM 38033/CZ and GPA 20-0002 Santa Barbara Condos Page 10 of 11 On July 20, 2021, staff hosted its second neighborhood meeting and discussed the updated plans with the six residents along Scholar Lane who attended. The residents still had concerns with the two-story buildings in the center of the property. Staff stated that those buildings are 127 feet from their property lines, and landscaping will be planted along the rear of the property. Staff also reminded the residents that their lots are higher and the condominium buildings sit lower. The residents still voiced concerns about the potential view loss and people looking into their backyards. They also requested that the applicant relocate the clubhouse and pool/spa. Staff concluded the meeting by stating they will speak to the applicant regarding relocating the clubhouse and pool/spa. In regard to the buildings, that is the project the applicant wants to present to the Planning Commission and City Council, and the public hearing will be on August 17, 2021, via Zoom, and they will all receive a notice to attend the meeting. After the July 20, 2021, neighborhood meeting, staff met with the applicant, who agreed to relocate the clubhouse and pool/spa to the front of the project along Gerald Ford Drive. The applicant updated the site plan, and staff emailed the updated site plan to the lead resident; however, staff has not received comments. Staff finds that the applicant has incorporated many of the residents' comments into the project design, and the changes have resulted in a successful outcome for both the residents and the applicant. All the written correspondence received is provided to the Planning Commission as an attachment to this staff report. Environmental Review In accordance with the CEQA and the State CEQA Guidelines, an Initial Study has been prepared to analyze the environmental impacts of the project. The City initially circulated the Notice of Intent to Adopt an Initial Study (IS)/Mitigated Negative Declaration (MND) in The Desert Sun, the newspaper of record on July 26, 2021, for the public review and comment period of no less than 20 days. The City conducted a thorough review of the documents during the review period, which revealed several inaccuracies of the project. On August 18, 2021, the City recirculated the Notice of Intent to Adopt an IS/MND in The Desert Sun, the newspaper of record for the public review and comment period of no less than 20 days. The comment period will close on September 6, 2021. If any comments are provided to the City after the close of this staff report, staff will present those comments at the September 7, 2021, Planning Commission meeting. September 7, 2021 — Staff Report Case Nos. PP 20-0010/TPM 38033/CZ and GPA 20-0002 Santa Barbara Condos Page 11 of 11 Findings of Approval Findings can be made in support of the project and in accordance with the City's Municipal Code. Findings in support of this project are contained in Planning Commission Resolution No. 2795, attached to this staff report. LEGAL REVIEW DEPT. REVIEW FINANCIAL ASSISTANT CITY REVIEW MANAGER N/A %Mzr x 4&4wy N/A N/A Robert W. Hargreaves Martin Alvarez, Director of Janet Moore Andy Firestine City Attorney Development Services Director of Finance Assistant City Manager City Manager: L. Todd Hileman: N/A APPLICANT: Desert Luxury Apartments 2755 S. Nellis Boulevard, Suite 10 Las Vegas, NV 89121 ATTACHMENTS: 1. Draft Planning Commission Resolution No. 2795 2. Mitigated Negative Declaration and studies 3. ARC Notice of Action for April 27, 2021 4. ARC Notice of Action for May 25, 2021 5. ARC Notice of Action for July 20, 2021 6. Public Hearing Notice 7. Applicant's Project Exhibits 8. Public Comments PLANNING COMMISSION RESOLUTION NO. 2795 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, CONSIDERING A RECOMMENDATION TO THE CITY COUNCIL FOR APPROVAL OF GENERAL PLAN AMENDMENT AND CHANGE OF ZONE 20-0002 TO ESTABLISH A HIGHER RESIDENTIAL DENSITY (12 UNITS PER ACRE), TENTATIVE PARCEL MAP 38033, AND PRECISE PLAN 20-0010 TO CONSTRUCT A TWO-PHASED, 48-UNIT CONDOMINIUM PROJECT, CLUBHOUSE, AND POOL/SPA ON 3.91 ACRES AT THE SOUTHWEST CORNER OF GERALD FORD DRIVE AND SHEPHERD LANE; AND ADOPT A MITIGATED NEGATIVE DECLARATION IN ACCORDANCE WITH THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) CASE NOS: GPA/CZ 20-0002, TPM 38033, and PP 20-0010 WHEREAS, Desert Luxury Apartments, LLC, propose to develop 48 condominium units on an undeveloped 3.91-acre site, located on the southwest corner of Gerald Ford Drive and Shepherd Lane east of the Riverside County Sheriff Station with site improvements consisting of new two-and one-story condominiums, clubhouse, and pool/spa ("Project"); and WHEREAS, street improvements include the construction of a new commercial driveway along Gerald Ford Drive, and a new eight-foot wide sidewalk along the length of the property fronting Gerald Ford Drive; and WHEREAS, the Project complies with the goals and policies contained in the City's General Plan that promote a variety of neighborhoods, and promote a mix of housing choice for current and future residents; and WHEREAS, pursuant to 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 proposed Project; and WHEREAS, City staff reviewed the Project and prepared an Initial Study pursuant to State CEQA Guidelines section 15063 to determine if the Project could have a significant effect on the environment; and WHEREAS, based on the Initial Study, which concluded that the Project would have potentially significant impacts, but that those impacts could be reduced to less than significant levels with the implementation of the proposed mitigation measures, the City determined that a subsequent Mitigated Negative Declaration ("MND") should be prepared for the Project, and an MND was prepared pursuant to Public Resources Code sections 21064.5 and 21080, subdivision (c), and the State CEQA Guidelines section 15070 et seq.; and PLANNING COMMISSION RESOLUTION NO. 2795 WHEREAS, the City distributed a Notice of Intent to Adopt an MND pursuant to State CEQA Guidelines section 15072 on July 12, 2021. Due to inaccuracies of the document, the applicant and City revised the Initial Study/MND and all reports. The City additionally provided a subsequent notice of intent to adopt the Initial Study/MND that was published on August 18, 2021; WHEREAS, the Planning Commission of the City of Palm Desert, California, on the 17th day of August 2021, hold a duly noticed public meeting where members of the public were afforded an opportunity to comment on the Project, and continued the item to September 7, 2021; and WHEREAS, the Planning Commission of the City of Palm Desert, California, on the 7th day of September 2021, hold a duly noticed public meeting where members of the public were afforded an opportunity to comment on the Project; 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, said Planning Commission did make the following findings to justify the approval of said request: WHEREAS, all other legal prerequisites to the adoption of this Resolution have occurred. 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. Compliance with the California Environmental Quality Act. As the recommending body for the Project, the Planning Commission has reviewed and considered the information contained in the MND, Initial Study, and administrative record on file with the City and is available for review at 73510 Fred Waring Drive, Palm Desert, California. The Planning Commission recommends that the City Council find that the MND and Initial Study have been completed in compliance with the CEQA (Pub. Res. Code § 21000 et seq.: "CEQA") and the State CEQA Guidelines. SECTION 3. Findings on Environmental Impacts. In the City's role as the lead agency under CEQA, the Planning Commission finds that the MND and Initial Study dated August 2021 contain a complete and accurate reporting of the environmental impacts associated with the Project. The Planning Commission further finds that the documents have been completed in compliance with CEQA, the State CEQA Guidelines, and City of Palm Desert local CEQA guidelines. The Planning Commission further finds that 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 further finds that there is no substantial evidence in the record supporting a fair argument that the Project may result in significant environmental impacts and that any comments received to date regarding the Project have been examined and determined not to modify the conclusions of the MND or the Planning 2 PLANNING COMMISSION RESOLUTION NO. 2795 Commission. Furthermore, the Planning Commission finds that the MND has not been substantially revised after public notice of its availability and recirculation is not required. (State CEQA Guidelines, § 15073.5.) The Planning Commission finds that the MND contains a complete, objective, and accurate reporting of the environmental impacts associated with the Project and reflects the independent judgment of the Planning Commission. SECTION 4. Findings on the General Plan Amendment and Tentative Parcel Map. In recommending approval of this project, the Planning Commission makes the following findings: Section 25.78.070 of the Municipal Code describes the Findings necessary to determine a General Plan Amendment acceptable: "The Council may approve a General Plan amendment upon finding that the amendment is in the public interest and that the General Plan as amended will remain internally consistent. In the event that a General Plan amendment is requested by a private property owner, the applicant shall demonstrate to the Council that there is a substantial public benefit to be derived from such amendment and how the proposed amendment furthers the goals of the General Plan." The proposed General Plan Amendment is consistent with the Goals and Policies of the General Plan, as demonstrated below: A. Policy No. 3.21 Infill neighborhoods. In existing developed areas of the city, encourage development that repairs connectivity, adds destinations, and encourages complete neighborhoods. The proposed project supports the expansion of multifamily housing by providing high-quality residential development that is within a vacant property fronting Gerald Ford and has existing residential to the north and south. The project is designed with internal pedestrian access and provides common area recreational amenities available to all residents. The proposed project includes local streets, pathways, and open spaces intended to allow residents to enjoy not only the project's amenities but to connect pedestrians to the existing neighborhoods to the west, east, and south, thereby creating a pedestrian, family-oriented atmosphere. B. Goal 3, Policy No. 3.2 Conventional neighborhood design. Discourage the construction of new residential neighborhoods that are characterized by cul-de-sacs, sound walls, long block lengths, and single building and housing types. The existing area to the south contains a long street broken up with multiple cul-de-sacs. The proposed General Plan Amendment will allow the applicant to construct a different housing product, which includes single-story buildings and two-story housing types. C. Goal 3, Policy 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. The project site is surrounded by a mix of 3 PLANNING COMMISSION RESOLUTION NO. 2795 vacant land and low-density, single-story residential developments. The residential developments to the north and south of the project are currently designated "Conventional Suburban Neighborhood," consisting of single-family homes on lots generally in the range of 9,000 square feet. These existing neighborhoods extend from Frank Sinatra Drive to Gerald Ford Drive along the west side of Portola Avenue. The properties to the west and southwest are designated "Town Center Neighborhood." The City just approved an application for 269 affordable apartments just west of this site, and staff is working with an applicant for the remaining +/- 80 acres to the southwest on a denser residential project with a variety of different housing choices consisting of single-family homes, duplexes, and multi-family. The proposed project of 48 condominium units ensures that neighborhood types are dispersed throughout the City, and is consistent with the surrounding area. The project is also consistent with the Goal's, Policies, and Programs of the City's Housing Element. A. Goal 1. A variety of housing types that meet all of the housing needs for all income groups within the City. The surrounding area consists of mainly single- family homes. The proposed project offers a different housing choice in condominiums that will be priced differently than the existing single-family homes. Findings necessary to determine a Tentative Parcel Map acceptable: 1. That the density of the proposed subdivision is consistent with applicable general and specific plans. The proposed project of 48 condominium units on 3.91 acres is consistent with the proposed General Plan Designation Town Center Neighborhood, which allows moderate to high-intensity neighborhood developments featuring a variety of housing choices from seven (7) to 40 du/acre. At 40 dwelling units per acre, the site's maximum buildout potential would be 160 residential units, which is not consistent with the surrounding neighborhoods. The proposed density of 12 du/ac for a total of 48 units is consistent with the surrounding area. 2. That the design or improvement of the proposed subdivision is consistent with applicable general and specific plans. The Development Services Department, Economic Development, Fire Department, and Public Works Department have reviewed the design and improvements of the proposed subdivision for consistency with the General Plan and emergency services. The street and utility improvements, circulation patterns, and drainage improvements meet all requirements of the General Plan. All existing perimeter streets are in conformance with the General Plan, and minor roadwork along Gerald Ford Drive is needed. All internal project streets that serve Tentative Tract Map 37993 (TTM 37993) conform to City standards and are consistent with adjoining residential developments. There are no specific plans for the property. 4 PLANNING COMMISSION RESOLUTION NO. 2795 3. That the site is physically suitable for the type of development. The 3.91 acres are physically suitable for the development proposed. No environmental or traffic concerns were identified that would indicate that development in this area would be unsuitable. In addition, existing residential developments have successfully constructed similar types of development in the immediate vicinity. No obstacles to the development of surrounding subdivisions were experienced and, due to the proximity and similarity of the proposed development, it is reasonable to conclude that the site is physically suitable for it. The property is suitable for the proposed development as conditioned. 4. That the site is physically suitable for the proposed density of development. As proposed, the site layout and density are consistent with the surrounding developments. The current zone allows for five dwelling units per acre (du/acre). The proposed 48 condominium units provide a density of 12 du/acre. The property allows for the proposed 12 dwelling units per acre, subject to a General Plan Amendment to Town Center Neighborhood and a Change of Zone to 12 du/acre. The parcel is adequate to accommodate the proposed 48 units, all site access (public and private), utilities, and drainage facilities. The parcel size of the proposed subdivision design provides for adequate roadways and infrastructure that allows for the site to be physically suitable for the residential development. 5. That the design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage or substantially and unavoidably injury to fish or wildlife or their habitat. The proposed TPM 38033 is consistent with the City of Palm Desert General Plan 2040 and upon analysis, meets the density and development standards of its zoning district. The design of the subdivision will not conflict with easements acquired by the public at large for access through or use of property within the proposed subdivision because all such improvements will be constructed to be adequate for the proposed project. The environmental assessment has been reviewed for the proposed subdivision, and it will not cause substantial environmental damage or substantially avoidably injure fish or wildlife or their habitat since the surrounding area has been developed. In addition, the project will pay into the Coachella Valley Multi-Species Habitat Conservation fund for the development of raw land. The required conditions of approval ensure the proposed project from being detrimental to the public health, safety, or welfare and actually protect and promote the public health, safety and welfare, and the conditions prevent material injury to properties or improvements in the vicinity. 6. That the design of the subdivision or the type of improvements is not likely to cause serious public health problems. The design and layout of the 48 condominium units comply with all grading requirements and the properties will be developed in accordance with the Uniform California Building Code. Grade changes in the community are accommodated by the street layout and open 5 PLANNING COMMISSION RESOLUTION NO. 2795 space provided throughout the subdivision. Storm drainage, sanitary sewer, water, streets, and all utilities are available to the site and have the capacity to accommodate the project. The subdivision has been designed so the parcels have the necessary infrastructure to adequately serve the development and all proposed uses as allowed by the zoning ordinances that regulate the project. 7. That the design of the subdivision or the type of improvements will not conflict with easements acquired by the public at large for access through or use of property within the proposed subdivision. The map (TTM 37756) includes easements for roadways, drainage facilities, and utilities that will be recorded in the final map. There are no known public easements traversing the subject site that would be adversely affected by the Project. Therefore, the design of the subdivision will not conflict with easements acquired or required by the public at large for access through or use of the property. In addition, the applicant is responsible for the maintenance of the retention basins outlined in the conditions of approval. Surrounding perimeter City streets are built out to the General Plan designation. SECTION 5. Adoption of the Mitigated Negative Declaration. The Planning Commission hereby recommends that the City Council approve and adopt the subsequent MND prepared for the Project. SECTION 6. Adoption of the Mitigation Monitoring and Reporting Program. The Planning Commission hereby recommends that the City Council approve and adopt the Mitigation Monitoring and Reporting Program prepared for the Project, which are included in the MND. SECTION 7. Approval. The Planning Commission hereby recommends the City Council approve and adopt the General Plan Amendment, Change of Zone, Tentative Parcel Map, and Precise Plan applications for the Project. SECTION 8. Approval. The Planning Commission hereby recommends the City Council approve and adopt the Project, subject to the conditions of approval attached hereto as Exhibit "A." SECTION 9. 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. Martin Alvarez, the Secretary to the Palm Desert Planning Commission, is the custodian of the record of proceedings. SECTION 10. Notice of Determination. The Planning Commission recommends that, if the City Council approves the Project, that the City Council direct Staff to file a Notice of Determination with the County of Riverside and the State Clearinghouse within five (5) working days of any Project approval. 6 PLANNING COMMISSION RESOLUTION NO. 2795 SECTION 11. Execution of Resolution. The Chairperson of the Planning Commission sign this Resolution and the Secretary to the Commission shall attest and certify to the passage and adoption thereof. NOW, THEREFORE, BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, AS FOLLOWS: 1. That the above recitations are true and correct and constitute the findings for approval of the Planning Commission in this case. 2. That the Planning Commission does hereby recommend approval to the City Council of Case Nos: GPA/CZ 20-0002, TPM 38033, and PP 20-0010. PASSED, APPROVED, AND ADOPTED by the Planning Commission of the City of Palm Desert, California, at its regular meeting held on the 7t" day of September 2021, by the following vote, to wit: AYES: NOES: ABSENT: ABSTAIN: JOHN GREENWOOD, CHAIR ATTEST: MARTIN ALVAREZ, SECRETARY PALM DESERT PLANNING COMMISSION 7 PLANNING COMMISSION RESOLUTION NO. 2795 EXHIBIT "A" CONDITIONS OF APPROVAL CASE NOS: GPA/CZ 20-0002, TPM 38033, and PP 20-0010 PLANNING/LAND DEVELOPMENT 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, 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. Developer upon such notification shall deposit with City sufficient funds in the judgment of 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 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 applicant shall record Parcel Map 38033 within two (2) years of project approval. 5. The project approval is contingent upon the construction of single-story homes abutting the existing residential homes to the south. 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. 8 PLANNING COMMISSION RESOLUTION NO. 2795 7. Construction of said project shall commence within two years from the date of final approval unless an extension of time is granted; otherwise, said approval shall become null, void, and of no effect whatsoever. 8. Any proposed modifications to this approval shall require an amendment to the application, which will result in a new public hearing. 9. 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 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. 10. Access to trash/service areas shall be placed so as not to conflict with parking areas. Said placement shall be approved by the applicable waste company and Department of Development Services and shall include a recycling program. 11. All sidewalk plans shall be reviewed and approved by the Public Works Department. 12. This project is subject to payment of the City's Public Art fee. The fee will be applied at the time of the building permit issuance and shall remain in the City's public art fund. 13. A qualified archeologist shall complete a cultural resources inventory prior to any development activities within the project area. 14. If the presence of cultural resources is identified in the cultural resources inventory, an approved Native Cultural Resource Monitor shall be on-site during ground-disturbing activities. 15. Should human remains be discovered during the construction of the proposed project, the project coordinator would be subject to either the state law regarding the discovery and disturbance of human remains or the Tribal burial protocol. In either circumstance, all destructive activity in the immediate vicinity shall halt, and the County Coroner shall be contacted according to State Health and Safety Code 7050.5. If the remains are determined to be of Native American origin, the Native American Heritage Commission (NAHC) shall be contacted. The NAHC will make a determination of the Most Likely Descendant (MILD). The City and Developer will work with the designated MLD to determine the final disposition of the remains. 16. Lighting plans shall be submitted in accordance with PDMC Section 24.16 for any landscape, architectural, street, or other lighting types within the project area. 9 PLANNING COMMISSION RESOLUTION NO. 2795 17. All mitigation measures identified in the CEQA Environmental Assessment and Initial Study shall be incorporated into the planning, design, development, and operation of the project. 18. Final landscape and irrigation documents shall be prepared by a landscape architect registered with the State of California and shall be submitted to the City's Development Services Department and the Coachella Valley Water District for review and approval. All sheets shall be wet signed by the landscape architect and shall include the license number and the expiration date. The landscape plan shall conform to the preliminary landscape plans prepared as part of this application, and shall include dense plantings of landscape material. 19. All project irrigation systems shall function properly and landscaping shall be maintained in a healthy and thriving condition. The maintenance of landscaping and the irrigation system shall be permanently provided for all areas of the project site, as well as walkways and the portion of public right-of-way abutting the project site (parkways). Furthermore, the plans shall identify responsibility for the continued maintenance (such as homeowners' association, landscape maintenance district, property owner, etc.). 20. All exterior rooftop equipment and all appurtenances thereto, shall be completely screened from public view by parapet walls or roof screens that are architecturally treated to be consistent with the building. The final construction plans shall include appropriate drawings demonstrating how such equipment is to be screened from view. 21. All ground-mounted utility structures including, but not limited to, transformers, HVAC equipment, and backflow prevention valves shall be located out of view from any public street or adequately screened through the use of landscaping and/or masonry walls. 22. The applicant shall comply with the recommendations made by the City's Architectural Review Commission (ARC), as referenced in the July 13, 2021, Notice of Action. 23. The applicant or any successor in interest shall comply with all applicable local, state, and federal laws and regulations. 24. A copy of the herein-listed conditions of approval shall be included in the construction documentation package for the project, which shall be continuously maintained on-site during Project construction. 25. The final design of all site walls shall be subject to review and approval by the Palm Desert Development Services Department. Prior to recordation of the Tract Map and any permits: 26. The tract map shall be submitted to the Director of Development Services for review and approval. 27. Easements for drainage, pedestrian, and public utility purposes shall be provided as needed on the final parcel map. 10 PLANNING COMMISSION RESOLUTION NO. 2795 28. Park fees in accordance with Palm Desert Municipal Code (PDMC) Section 26.48.060 shall be paid prior to the recordation of the parcel map. 29. Pad elevations, as shown on the tentative map, are subject to review and modification in accordance with Chapter 27 of the PDMC. 30. The applicant shall submit Covenants, Conditions, & Restrictions (CC&Rs) concurrently with the final map for review and approval. Once approved by the City, the CC&Rs shall be recorded with the County Recorder's Office. 31. Signalization fees, in accordance with City of Palm Desert resolution Nos. 79-17 and 79- 55 shall be paid prior to issuance of any permits associated with this project or the recordation of the parcel map. Prior to the issuance of grading permits, the applicant shall: 32. Drainage fees in accordance with PDMC Section 26.49 and Ordinance number 653 shall be paid prior to the recordation of the parcel map. 33. Submit a grading plan to the Department of Development Services for review and approval. Any changes to the approved civil plans must be reviewed for approval prior to work commencing. 34. Submit a final Water Quality Management Plan (WQMP) for approval. The WQMP shall identify the Best Management Practices (BMPs) that will be used on the site to control predictable pollutant runoff. Prior to the issuance of a grading permit, the Operation and Maintenance Section of the approved final WQMP shall be recorded with County's Recorder Office, and a conformed copy shall be provided to the Development Services Department. 35. Submit a PM10 application to the Department of Public Works for approval. The applicant shall comply with all provisions of PDMC Section 24.12 regarding Fugitive Dust Control. 36. The applicant shall abide by all provisions of City of Palm Desert Ordinance 843, Section 24.20 Stormwater Management and Discharge Ordinance. 37. 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. 38. The applicant shall submit plans and receive approval for an encroachment permit for grading on the City of Palm Desert property adjacent to the project. 39. The applicant shall construct or enter into an agreement and post security, in a form and amount acceptable to the City Engineer, guaranteeing the construction of off-site improvements. Improvements shall be in accordance with the Palm Desert Municipal Code Improvements, include but are not limited to: 11 PLANNING COMMISSION RESOLUTION NO. 2795 a. The construction of an ADA compliant, eight-foot (8') sidewalk on Gerald Ford Drive. b. The construction of a commercial driveway on Gerald Ford Drive. c. The construction of an ADA compliant curb ramps at the entrance of the project. BUILDING AND SAFETY DIVISION: 40. This project shall comply with the latest adopted edition of the following codes: A. California Building Code and its appendices and standards. B. California Plumbing Code and its appendices and standards. C. California Mechanical Code and its appendices and standards. D. California Electrical Code. E. California Energy Code. F. California Green Building Standards Code G. California Administrative Code. H. California Fire Code and its appendices and standards. 41. Submit an exit plan that labels and clearly shows compliance with all required egress features such as, but not limited to, common path of travel, the required number of exits and separation, occupant load, required width, continuity, travel distance, elevators, etc. CBC 1001.1 42. An approved automatic fire sprinkler system shall be installed as required per the City of Palm Desert Code Adoption Ordinance 1351. 43. A disabled access overlay of the precise grading plan is required to be submitted to the Building and Safety Division for plan review of the site accessibility requirements as per 2016 CBC Chapters 11A & B (as applicable) and Chapter 10. 44. Provide building height and area analysis to determine compliance with CBC Section 503. Justify any area increases to height and area as permitted per CBC Sections 504 and 506. 45. Provide a complete set of scaled or fully dimension elevations to determine the number of stories for the proposed project. CBC Section 503 (Definition of "Grade Plan" "Story" and "Story above grade plane"). 46. Provide an area analysis on the first sheet of the plans to justify the allowable floor areas for a mixed occupancy building. The sum of the ratios of the actual area for each occupancy divided by the allowable area for each occupancy must not exceed 1.00. For buildings with firewalls, use the floor area of each separate "building" to justify the area. CBC Section 508.4.2 and 706.1. 47. All exits must provide an accessible path of travel to the public way. (CBC 1027.5 & 11 B- 206) 48. Detectable warnings shall be provided where required per CBC 11 B-705.1.2.5 and 11 B705.1.2.2. The designer is also required to meet all ADA requirements. Where an 12 PLANNING COMMISSION RESOLUTION NO. 2795 ADA requirement is more restrictive than the State of California, the ADA requirement shall supersede the State requirement. Provide an accessible path of travel to the trash enclosure. The trash enclosure is required to be accessible. Please obtain a detail from the Building and Safety Division. 49. Public pools and spas must be first approved by the Riverside County Department of Environmental Health and then submitted to Building and Safety Division. Pools and Spas for public use are required to be accessible. 50. Submit a detailed analysis that labels and clearly shows compliance with CBC Section 1102A.3 for housing accessibility for multistory apartment buildings without elevators. 51. All contractors and subcontractors shall have a current City of Palm Desert Business License prior to permit issuance per PDMC, Title 5. 52. All contractors and/or owner-builders must submit a valid Certificate of Workers' Compensation Insurance coverage prior to the issuance of a building permit per California Labor Code, Section 3700. 53. Address numerals shall comply with Palm Desert Ordinance No. 1351 (PDMC 15.28. Compliance with Ordinance 1351 regarding street address location, dimension, a stroke of line, distance from the street, height from grade, height from the street, etc. shall be shown on all architectural building elevations in detail. Any possible obstructions, shadows, lighting, landscaping, backgrounds, or other reasons that may render the building address unreadable shall be addressed during the plan review process. You may request a copy of Ordinance 1351 or Municipal Code Section 15.28 from the Building and Safety Division counter staff. 54. Please contact the Development Services Department — Permit Center Division (760- 776-6420) regarding the addressing of all buildings and/or suites. FIRE DEPARTMENT: 55. Fire Hydrants and Fire Flow: Prior to the issuance of building permits, plans for the water system shall be submitted to the fire department for review and approval. The water system shall be capable of delivering the required fire flow. Fire hydrant(s) location and spacing shall comply with the fire code. An approved water supply for fire protection during construction shall be made available prior to the arrival of combustible materials on site. Reference 2016 California Fire Code (CFC) 507.5.1, 3312, Appendices B and C. 56. Fire Department Access: Prior to building permit issuance, approved vehicle access, either permanent or temporary, shall be provided during construction Ref. CFC 503.1.1, 3310.1, and 503.2.1. 57. 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. 13 PLANNING COMMISSION RESOLUTION NO. 2795 58. 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. 59. Addressing: All residential dwellings shall display street numbers in a prominent location on the street side of the residence. Ref. CFC 505.1 and County of Riverside Office of the Fire Marshal Standard No. 07-01. 60. These conditions are preliminary, and further review will occur upon receipt of construction plans. Additional requirements may be required based upon the adopted codes at the time of submittal. END OF CONDITIONS OF APPROVAL 14 INITIAL STUDY LEAD AGENCY: City of Palm Desert Planning Division 73510 Fred Waring Drive Palm Desert, CA 92260 CONTACT PERSON: Kevin Swartz Associate Planner Ph: 760.346.0611 Direct: 760.776.6485 kswar @cilyofpalmdesert.org NAME AND ADDRESS OF APPLICANT: Desert Luxury Apartment LLC 2755 S. Nellie Blvd., Suite #10, Las Vegas, NV 89121 LOCATION OF PROJECT: South West corner of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA APN: 693-300-003 GENERALPLAN LAND USE DESIGNATION: Conventional Suburban Neighborhood GENERAL PLAN Town Center Neighborhood AMENDMENT: CURRENTZONING: PR-5 PROPOSEDZONING: PR-12 August 2021 MITIGATED NEGATIVE DECLARATION/ INITIAL STUDY CHECKLIST Table of Contents 1. Project Assessment 5 2. Executive Summary 13 3. Environmental Checklist 15 I. Aesthetics 13 II. Agriculture and Forestry Resources 15 III. Air Quality 17 IV. Biological Resources 21 V. Cultural Resources 28 VI. Energy 31 Vll. Geology and Soils 33 Vill. Greenhouse Gas Emissions 37 X Hazards and Hazardous Materials 38 X. Hydrology and Water Quality 42 XI. lain Use and Planning 46 XII. Mineral Resources 47 XIII. Noise 48 XIV. Population and Housing 51 XV. Public Services 52 XVI. Permanent 54 XVII. Transpmtadan?rafic 56 XVIII. Tribal Cultural Resources 59 XIX. Utilities and Service Systems 62 XX. Wildfire 65 XXI. Mandatory Findings of Significance fib 5. Preparers and Persons Consulted fib ISli tieleli Cu✓bmmium Przryecl PPnE2 CIIy onpum Di i List at Figures Figure 1: Pmleet Vlciniry Map 5 Figure 2: Pmlact Aerial Site Map 6 Figure 3: ZcniW Map T Figure 4: Geneml Plan Land Use Map 8 Figure 6: Site Plan 9 APPENDICES APPENDIXA: BIOLOGICAL ASSESSMENT APPENDIX B: CULTURAL RESOURCES STUDY sHnI S3 c mmmm ny.n enoe3 cih° P,Im Dtmft INITIAL STUDY Section 1 . Project Assessment A. Project Description: Desert Luxury Apartment LLC (the 'Applicant") proposes the construction of a 4&unft condominium project on a 3.91-acre parcel locate ! at the southwest comer of Gerald Ford Drive and Shepherd Lane ("Proposed Project'). The Proposed Project consists of six mardical buildings containing a total of 48 condominium units. The Proposed Project requests a change of Me existing zoning from Planned Residential 5 units per acre (PRS) to Planned Residential 12 units per acre (PR-12). The Proposed Project also request a General Plan Amendment from Conventional Suburban Neighborhood (3 - 8 units per al to Town Center Neighborhood )T -40 units per acre, The Proposed Project includes Me following cautioned amenities: a pool house accessory structure, a swimming pool and spa, and community landscape area (See Figure 5). The Proposed Project covers 50% of the lot and is 40 feel in height with a maximum of three stories. The neighboring lots to Me north and south are existing single-family housing and to the east and west are vacant properties. The Proposed Project consists of two phases. B. Description of the Project Site: The Project Site totals approximately 3.91 acres in area and is located at the southwest comer of Gerald Ford Drive and Shepherd Lana (Sea Figure 1). There is an existing single-family residential neighborhood to Me north across Gerald Ford Drive and another single-family residential neighborhood directly south abutting the Project site. To the east across Shepherd Lane Is undeveloped vacant land as well as to the west of the project site (See Figure 2). As shown in Figures 3 and 4. Zoning and General Plan Land Use Designations, the Project site is zonal PR-5 and the land use designation is Conventional Suburban Neighborhood. The Proposed Project is requesting a zone change from PR-5 to PR-12. In addition, the Proposed! Project is requesting a Car l Plan AmendmeMfrom Conventional Suburban Neighborhood (3-8 units peracre)to Town Center Neighborhood (l -40 units per acre. An aerial photograph of the Project Site is shown in Figure 3. Si Pi C wris (sixin Initial ium Rgecl ity NP4eeni Di Prac w n,6 �• � P msm Ilmr.icl FaiA� I � r` - � .. th ral• 'I j1 ItlYIIwIIE V �' t• La OIEroa +��` IJ i ~ Mecca Q( n ♦ Project Location Figure 1: Project Vicinity Map ELEVATED a36 _ 035 403 433 ado 031 ado 69 028Z. a0o aao 025_ado r —0]6 035 034 0]] -�0]$ .SQ ItS 030 �' 028--02]T.028'"�025 024'" mita lop as l 694- • 694- 300- e • 300- r 003 1104 ` n • 4 ` ` ` • • . ` • , II 694- 694'i - 694 694 ply 694• 69 694- 6Y4-17212- 894 694 69d 694 69 694 t 694- 00�� 212 21D '212- 212- ;212- 211 211 . 211 211} 211 2t1-. 211- 21b 212- 006 005 004 00l 002 006 00] OOB 0051 004 ooJ. DO; 5i01 006 -II(jl I I • �Im 1e 694 212- 694 1694 694 694 69 694' 694- 6941 694 694 89a 694- 694- 1694 009 694 . 212 1252 212 212- 12 212- 211- 211� 311- 211 311 211- 211- 212- Obi 012I 'OD 014 015 016 009 OW O11 012 013010 �211 015 016 010� t ' ' a ♦ ` ✓r S ' t 89 69 8941 894 894 694- 211 694 • • zn zn-. n- zn 1P. z1Y- ♦ � � • onl o1e o1s ' ozo on oz2. 211- o2 024al o2a Figure 2: Project Site Map ELEVATED C OG:r/�p� �tv V9 G f z z F 1 �� DGN X, C O MONETO RUSENS Y (� 20 j R LN 1 �. VERMERE _ PAC TESLA.DR WAY i MONSRIAN PL --GER•AL-D-FORD=DR ^- P.R.-5 P.R.-5 rc P SCHOLAR-.+ SCHQLYAR LNW w LNE N P.R.-20 WINOF.LO.WER fT w P.R.48 P.R:20 p r O a C --J"tlE CN--•— 6OLLEGEEDR- Figure 3: Zoning Map ELEVATED . , 11111111 �� ►��'� 4t ,t 10�I f ism I 1111111 � � I�I� 0s m Alm 1mv OW `I111111v ,= I,VII !` • • I L �I 1111111 ��' ;\ 1111 111111111'� ►� I11111 11111111 I1111111 i , � 11111111 Iloilo l � {; mmmuovm ] .LLmmuowa �1 L ^ q � f .,..o.aow.. �..�..:: © Figure 5: Project Site Plan Santa Barbara Condominiums Palm Desert ELEVATED C. Surrounding Land Uses: North: Existing single-family residential across Gerald Ford Drive East: Vacant land across Shepherd Lane South: Existing single-family residential Want Vacant land sHnI sB cmmminmm ny.n PAGE rs cih°rgw,n Zmft D. Have any of the following studies been submitted? ❑ Geology Report ❑ Native VegmaSon PmwmaSon Pan ❑ Lure of Sight Exhibits ❑ Geolxhnasl Report ❑ Bud Waste Gmremtlon Report ❑ Visual Analysis ❑ Hydrology Report ❑ Public Serviusl Infrastructure Report ❑ Slope Map M Traffic Study ❑ Historical Report ❑ Raul Impact Analysis ❑ Noise study M Archaeological Report ❑ Air Quality Report M Biological Study ❑ PalaonMbglul Study ❑ Hazardous MaterialaWasa sint Bmtorm mual�d C Mlnum Rgxi PAGE 11 city J^P,kue3 nlet INITIAL STUDY Section 2. Executive Summary ENWRONMENTAL FACTORS POTENTMLLY AFFECTED: no envlronmemel Games GIedW O61rvu would of pabn1161N eMdM by Ibb Preecl, Involving at least am Impel that is a 'Petentially Signlfvant lmpari as lMcatnd by the tlmcklin on Me klV Ins poses. ❑ Msi = ❑ Orcenbouce Oa Embsions ❑ Public Services ❑ AgfieuHUM and For R urt s 0 Has 8 H=Mous M~als 0 Rebma on ❑ Air QuelMy ❑ Hydrology l Water Quality ❑ TTacepi lonRreMc M Biological Rewumae 0 Land use l Planning ® Tribal culWml ReSWmu * cuwml Resoumm ❑ Mlnerel Resource ❑ MMIHIes I SeMce Systems 0 Enargy 0 No" 0 WIIWIM ❑ Qeulogy I Sofia ❑ Population I Housing M Mandatory Findings W Significance DEFERMINRTION (to be completed by Lead Ageni On the basis of this initial evaluation: 0 1 find test us Pmpm.dPrenct COULD NOT nova a significant wta on tm.mancement and a NEwnVE cecuRATON cell b.prew .n. • InneNwamaupn Me Proposed Pmpt<oule namanlenM<mtefitm nsamlronmem M.nwllnM roanleafiuwemt In this case because nNshans an Me Froiect have roan n W As aemod W by the Pra wn prcporent A MITIGATED NEGATIVE RATION cell o.pr ,d. 0 1 find the seed Prgmt MY ram a significant afi.n m Melanesian,Melan . , and an ENVIRONMENTu IMPACT REPORT isresulted. o 1 find M. Proposed PmHq MAY have a^po Bally alenln<am dnpcY•m••p tmly.Iait unless mluemd' Impact an the enVirom M but n lust are NkG 1)bas been arequasay analyssE in an earliertlxummt pursuant W amontable Ieeal a andams.am a has been adM..am byrural measures eased on eater anoint as described on aN,<find asset. An EINFARONMENTA CT I,rumored,but o tfim MazlM aeueeawesomeness!As T N if I malme only the effects that roman to las mo ved could firis significantbecause mealNalRmfivant NNcts(a)bay.b.mamlMdM"uWlylnan"diGr EIRer NEGATIVEDECAR TIONpurauantbappllrYleatndaM and MIbas.boon,miredarmitl pumumtWMatoodtr EIRmNEGATIVEDEC"RTIGN,Imludterevisionsormitiwm measures me His amposed upon Me Prepuce Present. nothing PRINTED NAME TITLE SIGNATURE DATE BounceSells m Sams swarmmimum Pmpn PAGE12 Get mnwsnemt EVALUATION OF ENVIRONMENTAL IMPACTS: ¶ A bred explanation ¢ required for all answers except 'No Impact answers that are adequately supported by the Information sources a lead agency cites in the parentheses following each question. A 'No Impact" answer is adequately supported X the referenced information sources show that Me Impact simply tices not apply to Pmjecls like the one Involved (e.g., the Project Tells outside a fault rupture mee). A'No lmpacC answer should be explained!where it is based w Project-spaoific factors as well as general standards (ag., the Pmect will not expose sensitive receptors to pollutants, based n a Project specificscreening analysist 2) All answers must take account of the whole action involved including off-ske as well as on-site, cumulative as well as Project-level, indirect as well as all and construction as well as operational impacts, 3) Once the lead agency has determined Mat a banal physical Impact may occur, then the checklist answers must inchoate whether the impact k potentially significant, less that significant with mitigation, or less than significant. 'Potentially Significant Impact is appropriate If there is substantial evidence Mal an affect may be significant. If Mere are one or more'potentially Slgnthant Impact entries"an Me detemnnatian Is made, an EIR is required. C) 'Negative Oeclaratom Less Than Significant With MMaation Dated applies where Me Incorporation M a mitigation measure Me reduced an effect man 'Potentially Significant Impact" to 'Less Than Significant lmpacC The lead agency must describe Me mMgation measures, and briefly explain how they reduce Me effect to a less than significant level (mitigation measures train 'Icarian Analysis;as O bed In (5) below, may be cross reference]). 5) Earlier analysis must be used where, pursuant to the Hering, preram EIR,or other CECA traders, an effect has been adequately analyzed in an carrier EIR,or negative declaration. Section 15M(c)(3)(0). In this case, a brief discussion should identify Me milowirg: a) Eerier Analysis Used. Identify and state where they are available for review. b) Impacts Adequately Addreafled. Identiywhlchefiecdhom Msabmea acklistwarewiMin the scope of and adequately analyzed in an earlier document pursuant to applicable legal standards, ant state whether such effects were addressed by mggation measures based on the canter analysis. c) Mitgakin Measured. For effects Mat are'Less Than Signiticaat With Mitigation Measures IncoRompalf- describe Me mitgatlm measures which were incorporated car refined from Me enter document and Me Extend M which they address site-spadfic donations for the Project. 6) Lead agencies are encouraged to Incorporate into the checklist references to information sources for potential impacts (e g., general plans, zoning ordinances). Reference to a previously prepared o outside document should where appmpriai include a reference to the page or pages where the statement Is substantiated ]) Supporting Information Sources: A suppose list should be attached. and other sources used or individuals contacted should be cited in the discussion. 5) This is only a suggested arm, and lead agencies are free to use different formats: however, lead agencies should normally address the questions from this checklist that are relevant to a Projects environmental effects in whichever format is selected. g) The explanation Meach Issue should Moody. a) The significance cetera or threshold. if any. used to evaluate each question: and b) Tfw mtiigadon measure identified I any, to reduce Me impact to less than significance. muei swM Cnviommnm rival PAGE 13 ciy of Rannean INITIAL STUDY Environmental Checklist and Impact Analysis This section of the Initial study mMalna an assessment and discussion of Impacts associated with the environmental issues and subject areas identified In the Initial study Checklist (Appendix G fo the state CEGA Guidelines, (C C.R. Title 14, Chapter 3, 15000-15397), as amended on January 1, 2018. I. Aesthetics Less Then Significant Personally with Less Than Significant MMgatlon Significant Impact Incorporated Impact NoV Impact Except as provided in Public Resources Code Section 21099 would the Project: a. Have a substantial adverse effect on a scenic ❑ ❑ ❑ vista? b. Substantially damage scenic resources, including, ❑ ❑ ❑ but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? c. In nonur nized areas, substantially degrade fine ❑ ❑ ❑ existing visual character or quality of public views of the site and its surroundings? (Public views are those that am experienced from a publicly accessible vantage point). If the Project is in an urbanized a co would the Project nflict with applicable zoning and other regulations governing scenic quality? d. Create a new source of substantial light or glare ❑ ❑ ® ❑ which would adversely affect day or nighttime views in the area? a) Have a substantial adverse effect an a cyanic vista? No Impact The Project she is learned at the southwest comer of Gerald Ford Drive and Shepherd Lane on a vacant 3.91-acre parcal. According fG the City of Palm Desert General Plan, projects shall minimigo the impact an views by regarding new billboards along the City's roads and highways. The Proposed Project is the construction of a 48-unit condominium development, with a maximum height of 29 feet, which is consistent with the PR-12 zoning designation. The Project opera not include any electronic nor animated billboards. Therefore, the Proposed Project would have no impact on a memo vista. Iew Bai Copconis,"cl PAGE 14 Cry NPPonreaach b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings, or other locally recognized desirable aesthetic natural feature within a state scenic highway? No Impact. According to the City of Palm Desert General Plan, the Project site does not occur within a shite scenic highway. The Project site does not include any rock outcropping. frees, or historic buildings. Therefore, there will be no impact on scenic resources. c) In non-urbanized areas, substantially degrade the existing visual character or quality of the site and its surroundings? (Public views are those that are experienced from a publicly accessible vantage point). If the Project is in an urbanized area, would the Project conflict with applicable zoning and other regulations governing scenic quality? No Impact. There are no publicly accessible vantage points near the Projects site. Therefore, this Proposed Project will nor obstruct existing public views or visual characledquality of the site and its surroundings. The Projects site is zoned Pi and requests to change it to Pit and a Gansi Plan Amendment room Conventional Suburban Neighborhood to Town Center Neighborhood The Proposed Project is homogeneous with the existing residential neighborhoods located near the Projects site. The Proposed Project will not have impact on the site's existing scenic quality and would be consistent with the City's Zoning and Geneal Plan land use designation. d) Create a new source of substantial light or glare which would adversely affect daytime or nighttime views in the area? Less Than Significant Impact The Project Site is undeveloped vacant land. Development of the Proposed Project involves lighting areas that will be utilized during the night such as the interior of buildings and shielded lighting in parking areas for security purposes. Future development will not significantly change Me existing lighting environment of this urban area. The Proposed Ponds 's introduction of new light sources requires Me applicant to submit photometric lighting plans demonstrating that proposetl illumination will be maintained on the Projects site and minimizes potential light glare beyond the property lines. The Project is required to comply with the lighting requirements provided in the Palm Desert Municipal Code for fixture height and design standards. 61enor lighting standards and fixtures must be located and designed to minimize direct glare beyond the site boundaries. Lighting fixtures shall have cutoff fixtures to contain light spread within Me site boundaries. Compliance with the Palm Desert Municipal Code will reduce the impacts from lighting to a less than significant level. Imtiw Bur Casam,nmm Pmi.n PPOE 15 CIIy of Pan Di II. Agriculture and Forestry Resources Lees Than algnMaant Potentially with Leas Man Significant Mitigation Significant No Impact Incorporated! Impact Impact Would the Project: a. Convert Prime Farmland, Unique Farmland, or p p p Farmland of Statewide Importance (Farmlam), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use? b. Confllctwith existing zoning for agricultural use,or p p p a Williamson Act contract? c. Conflict with existing zoning for, or cause rezoning ❑ ❑ ❑ of, forest land (as defined In Public Resources Code section izno(g)), timberand (as defined by Public Resources Code section 4526), or timberland zoned Timberland Production (as defined by Government Code section 51100(g)l? d. Result in the loss of forest land or conversion of ❑ ❑ ❑ forest lam to non-forest use? e. Involve other changes In the existing environment ❑ ❑ ❑ which, due to their location or nature, could result conversionin of Farmland, to nonagricultural use or conversion of forest land to non-forest use? a) Convert Prima Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmlantl), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the Califamia Resources Agency, to nonagricultural use? No Impact. According to the California Resource Agency the Project site Is not located on farmland nor is the Project within vicinity of prime farmland or unique farmland The Project slid is zoned as Planned residential District (PR-5) and is surrounded by single-family residential developments. Aomori to the City of Palm ❑e fi n General Plan, the Project Site is not located within a Sensitive Agnoullural Area.Therefore,the Project will not impact Prime Farmland, Unique Farmland, or Farmland of Statewide Importance. b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? No Impact. The Project Site Is zoned PR-5 with a Gememl Plan land use designation Is Conventional Suburban Neighborhood The Protect Site is not zoned for egriculturel production, and there is no farmland at the Project Site. In addition, no Williamson Act Contracts are in effect for the Froject Site. Therefore, no impact would occur. ransomwBarta ,,mine• saoete clay unwnntmft c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section 12g20(g)), timberland (as defined by Public Resources Code section 451 or timberland zoned Timberland Production (as defined by Government Code section 51101 No Impact. The Project Site is zoned PR-5 with a General Plan land use designation is Conventional Suburban Neighborlwod. The Project Site is not zoned as forest land ortlmberlend, and there is no timberland production at the Project Ste. Therefore, no impact would occur. d) Result in the loss of forest land or conversion of forest land to non-forest use? No Impact No forested lands exist on or in the vicinity of the Project Site. The Proposed Project will not result in the lass of forest land or conversion of forest land to non-forest use. Therefore, no impact would occur. a) Involve other changes in We existing environment which,due to their location or nature, could result In conversion of Farmland to nonagricultural use or conversion of forest land to non-forest use? No Impact Neither the Project Site, nor nearby properties, are currently utilized for agricultural orforestry uses. M discussed above, the Project She Is not classified In any 'Farmland"category designated by the State of California. The Proposed Project will not result In Me loss of forest land or conversion of forest land M non-forest use. Therefore, no Impact would occur. sinta Bull Garx num Rgxi FAME 17 clly o PPauemi III. Air Quality Lase Significant Potentially with Leas Than Significant xlagatlon Signori Impact Incorporated Impact NoV Impact Would the Project: a. Conflict with or obstruct implementation of the ❑ ❑ ® ❑ applicable air quality plan? b. Result in a cumulatively considerable net increase ❑ ❑ ® ❑ of any criteria pollutant forwhich the Project region is onorUainment under an applicable federal or stale ambient air quality standard . Expose sensitive receptors to substantial pollutant ❑ ❑ ® ❑ concentrations? d Result in other emissions (such as those leading to ❑ ❑ ® ❑ colors) adversely affecting a substantial number of people? a) Conflict with or obstruct implementation of the applicable air quality plan? Less Than Significant Impact. The Project Is located In the Coachella Valley region within the Salton San Air Basin (SSAB), under the jurisdiction of the South Coast Air Quality Management District (SCAQMD). Air quality in (he SSAB is influenced by (he regional climate as well as the tamparmill wind, humidity, precipitation, and amount of sunshine. The Coachella Valley is an and desert region with a climate characterized by low annual precipitation, low humidity, hot days, and very cool nignts. Wind direction and speed (which in Nm affect atmospheric stability) are the most important climate elements affecting local ambient air quality. Desalt regions are typically windy because minimal friction is generated between the moving air and the low, spares vegetation. This allows the wind to maintain its speed crossing the desert plains. Additionally, the rapid daytime heating of the air contest to the desert surface leads to convective actK* and the exchange of surface air for upper air, which accelerates surface winds during the wand part of the day. The Project is subject to the previsions of the 2016 South Coast Air Quality Management District (SCAQMD) Air Quality Management Plan, which describes the District's plan to achieve Federal and State air quality standards set fodh in Federel and State Clean Air Acts. In addition, the Project is subject to the rules and regulations imposed by the SCAQMD, including Rule All& 1 which govems fugitive dust emissions from project construction within the Coachella Valley. The Proposed Pmject would be consistent with the goals and policiss of the AQMP, which calls for prudent measures that limit the emissions of air pollutants. Therefore, impacts would be less than significant. Sam B Co manure Rgecl PAGE 18 CIIy NPPon Dowwnl b) Result in a cumulatively considerable net increase of any criteria pollutant for which the air basin is nonaffainment under an applicable federal or stab ambient air quality standard? Less Than Significant Impact An impact is potentially significant tt concentration of emissions reeds the State or Federal Ambient Air Quality Standards. The two primary polutants of concern in the Coachella Valley including the City of Palm Desert are comma (03) and particulate matter(PM10 and PM2.5). The Project Site Is located within the Salton Sea Air Basin, which has been designated by the California Air Resources Board as a nonaltainment area for ozone (0- hour standard) and Pi Violations of the air quality standards for ozone are impacted by pollutant transport from the South Coast Air Basin. Ozone (03) is described in the AQMP as being formed when byproducts of combustion react in the presence of ultraviolet sunlight. This process occurs in the atmosphere where oxides of nitrogen combine with reactive organic gases, such as hydrocarbons, in the presence ot sunlight. Ozone is a pungent, colorless, toxic gas, and a common component of photochemical smog. Although also produced within the Coachella Valley, most ozone pollutants affecting the Valley are transported by coastal air mass from the Los Angeles and RiversldelSan Bernardino air basins, thereby contributing to occasionally high local ozone concentrations. Particulate Matter (PM10 and Pi is described in the AQMP as consisting of fine suspended particles of ten microns or smaller in diameter, and are the byproducts of road dust, sand, diesel soot, windstorms, and the abrasion of tires and bakes. The elderly, children and adults with pre- existing respiratory or cardiovascular disease are most susceptible to the effects of Particulate Matter. The SCAQMD has established signiFlcance thresholds for specific pollutants on individual projects. Project effects would be considered significant if the emissions exceed these thresholds. Project effects would also be considered potential significant g emissions affected sensitive receptors such as schools or nursing homes, or If the project conflicted with the regional AQMP andlor local air quality plans. Operational emissions for fully buittbut land use development fall into three categories: (1) area sources, (2) energy use, and (3)motor vehicle use. The sources of the operational a ociated with the project include on-mad mobile vehicle tic generated by the land usare architectural mating adivirl landscaping equipment; use of consumer Products, parking lot degreasers, feNlizarelpesticides, and Gearing supplies; natural gas usage in the buildings; electricity usage in the buildings; electricity usage from lighting in parking Ids and lighting; water usage per land use; and mid waste disposal per land use. Moreover, none of the projected daily emissions of the six criteria pollutants are expected to exceed the SCAQMD thresholds of signficance associated with long-term operational impacts. Based upon the projected emissions of the criteria air pollutants, the proposed project would have less than significant Impacts relative to short term and long-term Impacts 0 air quality. ^ a ItielSWtly Co m,nmm Przryecl PAGE 19 CIIy NP'IGDw' c) Expose sensitive receptors to substantial pollutant concentrations? Less Than Significant Impact. The Coachella Valley is designated by the Celtlomia Air Resources Board as norwasinment for ozone, based on extemances of both the state 1-hour and 8-hour standards; and for PM10, based on exceedances of the state 24-hour and annual average standards. Adherence tome SCAQMD rules and regulations and compliance with locally adopted AQMP and PM10 State Implementation Plan control measures will help reduce the pollutant burden contributed by the individual development project. Appropriate air quality measures are required by the City of Palm Desert and implemented through enforcement of the Palm Desert Municipal Code (Title 24, Chapter 12) consistent with SCAQMD Rules 403 and 403.1. As mentioned, relative to PM10 threshold excemance, construction associated with a future project will be required to adhere to the City's Fugitive Dust and Erosion Control policies and ordinance to minimize potential temporary construction related es. An approved Fugitive Dust (PM10) Control Plan will be required prior to im ew of a grading permit. Implementation of the Full Dust Contrel Plan is required to senor under the supervision of an individual with training on Dust Control in the Coachella Valley (Rule 403 and 403.1). The plan will include methods to prevent sediment track-oot onto public roads, prevent visible dust emissions from exceeding a 20-percent opacity, and prevent visible dust emissions from extending more than 100 feet (vertically or horizontally from the origin of a source) or crossing any property line. The most widely used measures include proper construction phasing, proper maintenancelcleaning of construction equipment, soil stabilization, installation of mackout prevention devices, and wind fencing. Project-related short-term construction and long-temp operational emissions are not expected to exceed the SCAQMD mass daily regional signifcance thresholds. The fad that the project's emissions would not exceed applicable SCAOMD thresholds indicates the project impacts in these regards would be less than significant on an Individual basis, and under SCAQMD significance criteria, would not be cumulatively considerable. Further CEOA Guidelines Section 1MM(h)(3) stipulates that for an impact involving a resource that is addressed by an approved plan or mitigation program, the lead agency may determine that a pmjed's incremental contribution is net cumulatively considerable if the project complies with the adopted plan or program. In addressing cumulative effects for air quality, the AQMP is the appropriate document to use because it sets forth a comprehensive progrem that will lead the Basin, including the project area, into compliance with all federal and State air quality standards. As previously discussed the project is consistent with the AQMP. Theodore, the residential project is not expected to result in a cumulatively considerable net increase of NOx and ROG emissions during construction adivities. Less than significant impacts are anticipated. Sli m wrtm Cob✓ minmm Pnrrwl PAOEN CIIy of Pen Di Itiel d) Result in other emissions (such as those leading to odors) adversely affecting a substantial number of people? Less Than Significant Impact. The proposed project is not expected to generate objectionable odors at project build out. The proposed project has the potential to result In short term odors associated with asphalt paving and heavy equipment; however, any such odors would be qulcIdy dispersed below detectable levels as distance from the construction site increases. Therefore, impacts from objectionable otlors are expected to be less than significant. sine B C Mlnum Rgxi eaeefl I f P,lly o eDD3 t IV. Biological Resources Less Man Significant Formerly with less man Significant Mn sfion significant Impact Incorporated Impact Now Would the Project: a. Have a substantial adverse effwU either directly or ❑ ® ❑ ❑ through habitat modifications, on any spacing identified as a candidate, sensitive, or special status species in III or regional plans, policies,or regulations, or by the California Department of Fish and Wiltllife or U.S. Fish and Wildlife Si It. Have a substantial adverse effect on any riparian ❑ ❑ ® ❑ habitat or o other Sensitive natural community identified in local o regional plans, policies, regulations or by Me California Department of Fish and Wiltllife or US Fish and Wiltllife Service? c. Have substantial adverse effect on state or ❑ ❑ ❑ federally prolered wetlands (including, but not limited to, rearsM1,vernal pool, wanal, &a.) through direct removal, filling, hydrological interruption, or other means? d. Interfere substantially with the movement of any ❑ ® ❑ ❑ native resident or migratory fish or wildlife species or with established native resident or migratory wildlife chanters, or impede the use of native wildlife nursery sites? . Conflict with any local Policies at ordinances ❑ ❑ ❑ protecting biological reanources, such as a tree Ares rvrtion polity o or dinances? nan ? f. Conflict with the provisions of an adopted Habitat ❑ ® ❑ ❑ Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? IaI ells once, Mm V oomis, rtryen PPPE33 Can of news Di Mitigation Measures: Selling: The information and analysis contained in this section is based upon a Reconnaissance- level Biological Assessment of the project site, contlucted on March 25, 2021 (Emoted EniNements, 2021). A copy of the Biological Report is included as an attachment in Appendix A. Other sources of information (hat were utilized to develop this section include: • Palm Dwart General Plan and Environmental Impact Report; • Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP). The approximately 3.91-acre Project site consisting of one parcel (APN #: 694-300-004); located in the northwest quadrant of Gerald Ford Drive and Follola Rued, in the City of Palm Desert. The parcel is bounded by Shepherd Lane and Gerald Ford Drive and is referred to in this document as the"Project Site.- The Pmjecl Site occurs in the wastem portion of the Coachella Valley area of Riverside County and is situated south of Interstate 10 (Figure 11. The Project Site is located in an area that is covered by the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP), but Is not located In a CVMSHCP's Conservation Area. The Project Site Is located In a highly urbanized setting, surrounded by roadways and residential housing. The parcels are open lots and easily accessible to people. These factors have contributed to past and on-going human disturbance and render Me Project Site less than optimal to support special status plants and wildlife species. The habitat occurring on the Project She is characteristic of disturbed desert scrub habitat. Although species occurrence records indicate potential for several special status plants and wildlife species to occur in the project area, the habitat on site is generally of low quality. The Proposed Project would result in temporary, and permanent disturbance W land that has already been impacted and tices not serve as viable habitat for species. However, there is a low to moderato potential for several spedale ttm species that could potentially occur or incidentally use the site as foraging habitat. Therefore, mitigation measures are recommended. Even though the Project Site does not occur within designated Conservation Areas of the CVMSHCP, under the miss of the CVMSHCP, however, the Project may be required to pay a pe- dealing mitigation fee to the City of Palm Desert, to offset potential impacts to biological resources. Although bunowing owls, gabtailed horned lizard, and Coachella valley fringe-toed lizards are covered species under the CVMSHCP, mlligatlon measures are recommended to avoid impacts to these resources. In addition, measures to protect nesting birds under the signal Bird Treaty Act (MBTA) is recommended. With the implementation of the required mitigation (fee payment); and the recommendetl mitigation measures, the Proposed Project development is not expected to result in significant adverse impacts to sensitive spades or other biological resources beyond the Project Site. a) Have a substantial adverse affect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local o regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service? Less than Significant Impact with Mitigation IncoRroreted: On Memo 25, 2021, Elevated Entitements staff conducted a Reconnaissance-level biological survey of the subject parcel. The Project Site occurs within the CVMSHCP planning boundary but tices not occur within a" designation Conservation Areas of the CVMSHCP. The Project also does not occur within any designation for Flat-tailed Homed Lizard (FTHL) Preservation Areas. rx sii Broom ^Conde mPiwm PAOE23 city NPweal3i The Project Area lies within the confines of a geographical region known as the Colorado Desert (Jaeger, 1957). As is typical M this subdivision of the Sonoran Dased, annual miMall averages less than six inches (National Climatic Center, 2013). The parcel is generally flat, and gently sloping towards the north and east. The elevation ranges from approximately US feet above sea level at the eastern portion to approximately 258 feet at Me western portion of heading westwards. The soils on the Project Site are Myoma fine sand (5 to 15 percent slopes). Soil characteristics are uniform overthe entire she. Soil is composed of wind-blown alluvium created by persistent air movements from the northwest. This process Increased in Intensity with the drAng out of the Coachella Valley at the does of the Pleistocene epoch ending 10,000 "am before present. The presence of a wall on Me south side of both parcels assodated with the adjacent residential buildings, has resulted in some sand stabilization next to the wall. Only one type of vegetation community can be characterized on Me Project Site and that is the Disturbed Sonoran Creosote Bush Scrub community. This type of vegetation community Is characterized by creosote bush (Larrea tridentate), which is the most conspicuous plant of this vegetation type. Other native plants in less conspicuous numbers include Indigo bush (Psorothamnus schottii) and Burro brush (Hymenodea salsola), interspersed! among the connote bush and Dco rring sparingly. The ground cover is predominantly consisting of no native common Mediterranean grass (Schchimus Multi Other non-native plants occurring on both parcels include: Sall cedar (Temanx nmarapame), homeweed (Engemn bonenensis) and ornamental flowers,occurring night next to the walls of the adjacent housing. The creosote bushes predominantly occur along Me southern well separating the parcels from the adjacent housing. This may be due to Me precipitation that adjacent residential pools next M Me well or due to imgation of the lawns on the adjacent property. In the western portion of the parcel and the eastern portion of Me parcel are piles of wooden debris. Small stockpiles Df compentatl sand and construction debris material were also detected on both sites. The Disturbed Sonoran Creosote Bush Scrub community on Me parcel is approximately 3.40 acres. The Project Site consists of one parcel, which is dry, vacant, with sparse vegetation and covered by loose sands. There are no drainages or Men aquatic features that could potentially be subject to the jurisdictional authority of the Cslhomia Department of Fish and Game, U.S. Army Corps of Engineers, or Me Regional Water Quality Control Board. Prior to conducting the site survey, a 1-mile radius species query was conducted on the California Natural Diversity Database (CNDDB), to identify racords of spacial-status plant and animal species chat have the potential to occur on site. In addition to the list of species yielded for the 1- mile radius query, additional species were evaluated for chair potential to occur on Me she, based on literature review of other studies in Me region. u swM Girt i��m srty.n enoev cihugwnn Zmi No special-status plant or animal species were observed during the site visit. As previously described,the site visit was a"reconnaissance-lavar survey and therefore did not include focused surveys for such species. A complete list of special-status plant and animal species that have the potential to occur on site is Provided in Table 1, Special-Status Plant or Animal Species with Potential to Occur on the Project Site, In the Biological Resources report, Appendix A. Of the 12 special status plant and wildlife species that could potentially occur in the Project Area, none have a high potential to occur on-site due to various factors, Including: the highly urbanized seXing of the PmWd Area, open access of the site, evidence of human disturbance (trash and debris) on the site. All these factors greatly limit the suitability of the site for these species. The following plant and wildlife species have a moderate potential to occur on site: • Coachella Valley Milk Vetch j/hu"galus lantigirmsus var. coechellae) • Flat-tailed homed Learn (Phrynosoma mcalll) • Coachella Valley fringe-tced lizard (Uma mornate) • Burrowing awl (AMene cuniculene) • Loggerhead shrike (Lanus hemoaanus) • Le Conte's dration(Texosroma leconfeg • Palm Springs Pocket Mouse (Peragnathus longimentend • Coachella Valley (Palm Springs) mund-Oiled ground squirrel (Spermophilus to ishca idus dooms These species are"covered" species under the CVMSHCP. In addition to these species that could potentially occur on the Project Site, the extent of the Project Site has a moderate potential W host native biN species, especially ground nesting third species throughout their nesting pai due to the presence of shrubs. Native breeding birds, their active nests, eggs, and young are protected under the Fish and Game Code of California and the bull Migratory Bill Treaty Act (MBTA). In addition, avoidance of impacts to nesting migratory and resident birds is a requirement of the federal permit issued for the CVMSHCP. Burrowing owl, which is a CDFW Species of Special Concern and a Covered Species under the CVMSHCP, has a moderate potential to occur in the protect area. Although no focused Burrowing Owl surveys ware conducted, no Individuals or signs of burrowing owls were observed during the survey of the subject property. Since the Project site Is not within a Conservation Area of the CVMSHCP, the Project h not required to conduct protocol surveys for Burrowing Owl. However, a Project is still required by law (DFG codas and META)to avoid 'YekinB of burrowing owls. The Project Site does not support any trees, nor any water resources subject to Me jurlsdlctbnal authority of the US Army Congo; of Engineers (USAGE), the Regional Water Quality Control Board (RWQCB), or the California Department of Fish and Wildlife (CDFW). The Picked Site is also not located within aunty Critical Habitat for species. or within Preservation Areas for the Flat-tailed Homed Lizard. Development of the Proposed Project site is anticipated to permanently a small amount of Disturbed! Sonoren Creosote Bush Scrub vegetation. Therefore, the followng the following Mitigation Measures ( AM) are proposed: MM BIO-1. Pm-construction Surveys W Avoid Impacts to Nesting Birds In order to avoid impacting nesting birds, avoidance of project-related disturbance during the nesting season would be required (generally from approximately Fabmary 1 to August 31). Alternatively, nesting bird surveys conducted by a qualified biologist immediately prior to project related disturbance during the nesting season would be required If nesting trims are present, no work would be pennitled near Me neat until young have fledged. While there is no established protormforneslawidance, when consulted,Me CDFWgenerally recommends eminence buffers of about WO feet for birds-of-irmy, and 100 — WO feet for songbirds. The Implementation of this mitigation measure may be conducted in concurrence with the Burrowing Owl preconstmction surveys, wbicb would also ensure avoidance of other protected bird species such as the Loggerhead Shrike and Le Conts's thresher, which have a potential to occur on the site. MM 3I0.2. Pre-construction Surveys for Burrowing Owls Impacts to this spaces, if present on the site, can be accomplished by take avoidance (pia construction) surveys. CDFW recommends two take avoidance surveys. The first shall occur between 14 and W days prior to ground disturbance and the second within 24 hours of ground disturbance. If owls are located on the Project Site, conducting the first clustered survey 14 to 30 days prior to ground disturbance enables the project proponent to consult with CDFW to determine what course of action is needed, such as the use of excusion devices IF applicable)to discourage owls from using burrows that are believed to be in jeopardy of being impacted by implementation of the project. MM BIO-3. Mitigation for Impacts to Vegetation Community (Habitat) The following mitigation Measure is proposed to offset Impacts to disturbed native scrod habitat on the project site: s The Project shall limit disturbance to Me approved Project Development Footprint, Minimize impacts to adjacent natural areas; e The Project shall implement dust and erosion control measures to minimize indirect temporary impacts to adjacent vegetation communities: e The Project shall central invasive and non-native plant species to reduce the potential for these species to spread to adjacent vegetation communities; e The Applicant shall coordinate with the City regarding the Landscape Plan for the development and shall plant applicable native plants as pad of the Project landscaping; • The Applicant shall Pay the most arrant CVMSHCP Mitigation Fee to the City. The Project Site lies within the boundaries of Me Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) and is, therefore, subject to per residential unit fees. The precise amount shall be determined by the C'Ty of Palm Desed and is based upon the fee requirements at Me time of approval. In addition to the implementaton of the recommended mitigation measures discussed above, the payment of the mitigation fee to the City would offset impacts to species that are not covered under Me CVMSHCP and therefore, the project would have less than significant adverse impacts to biological resources beyond the confines of the Proposed Project development. Sac r Bi Co✓bmmium"cl PAOEM ci NllaDP' m; b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife Service? Less than Significant Impact: The Project Site lies whin the boundaries of the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP), ro which the City of Palm Dian is a signatory to. The Project Site does not occur within any special designated Conservation Area, or does it occur within designated Preservation Areas for the Flat-tailed Horned Lizard. The Project Site supports disturbed Sonoran Creosote Bush Scrub habitat, which is not characterized as a sensitive natural community. Development of the Proposal Project is likely to impact a small amount of disturbed Sonoran Creosote Bush Scrub habitat. The Project Site consists of open parcels, easily accessible be human use and traffic. It is also alcohol right adjacent to housing development and so the Sonoran Creosote Bush Scrub habitat is somewhat degradl The Project Site does not support riparian habitat or other natural communities, identified in local or regional plans, policies, regulations or by the CelRomia Department of Fish and Wildlife or U.S. Fish and Wildlife Service. As identified under MM BIOJ, the Project is required to pay a Residential Unit Fee to the City,which will onset potential impacts to the disturbed habitat on site. Therefore, the Project would have a less than significant Impact on natural communities. c) Have a substantial adverse affect on state or formally protected wetlands (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means? No Impact. The Project Site consists of two paroels that support My cased scrub habitat, covered by sandy soils. The vegetation on site is characterized as disturbed Sonoran Creosote Bush Scrub community. There are no Montages, creeks, wetlands or other aquatic features that are potentially subject to Federal or State jurisdictional authority, entailing the US Army Corps of Engineers, Regional Water Quality Control Board or the California Department of Fish and Wildlife. Therefore, the Project would have no impact on state or federelly protected wetlands (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological Interruption, or other means. d) Intertere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? Less than Significant Impact As indicated eadier, the subject property is surrounded on all sides by urban development and roadways. The site Is an open lot with may access to humans. Debris detected during the survey indicates that the site has been used as a dumping site for trash. These factors make the site lass desirable as a refuge for wildlife. While the Project Site may be used by common urban wildlife like rabbits and rodents, as a thansitory site for movement, the site has no potential for established and sustained movement of wildlife, especially rechecked species. The Project Site is not known to serve as a wildlife movement wonder, migratory route, or nursery site, and impacts associated with the Proposed Project would be less than significant. ImtiwB= Copam,nmm PiPAOE9 Clly a PPau Di e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation pdicy or on inancai No Impact The Projeat would not conflict with any local policies or on finances that protect biological species. As discussed earlier, re Project Site tices not occur world any specially designated areas of the CVMSHCP, including any Conservation Areas or Preservation Uveas for the Flat-tailed Homed Lizard. Therefore, no impact would occur. Q Confild with the previsions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? Less than Significant Impact with Mitigation Inco. The Proposed! Project lies within the boundaries of the CVMSHCP and, as such, is subject to the requirements of the Plan, which entails the payment of fees to the City of Palm Desert, to offset potential Impacts to covered species and vegetation communities. For species such as burrowing owls which are covered under the MSHCP, mitigation measures are proposed, to avoid impacts and pdential 'fake' of species. For bblogical resources not covered under the CVMSHCP (such as nesting birds reelected undarre MBTA and DFG Codes), mitigation measures are proposed Therefore, with the Implementation of the proposed mitigation measures and payment of the mitigation fee, impacts to biological resources Rode Proposed Project development would be less than significant after mitigation. siinliaB Cotl Mii Rgxi FPaEv city pani V. Cultural Resources Li„Than Significant Potentially with tees Than Significant Stec n significant Impact Incomorabd Impact NoV Image Would the Project: a. Cause a substantial adverse change in Na ❑ ❑ ❑ significance of a historical resource pursuant to $ 1501 b. Cause a substantial adverse change in Ne ❑ ® ❑ ❑ significance of archaeological resource purmantto § 1sg6es] C. Directly air instantly destroy a unique ❑ ❑ ® ❑ Paleontological resource or site or unique geologic feature? d. Disturb any human re including those ❑ ❑ ® ❑ interred outside of dedicatedcemeteries? a) Cause a substantial adverse change in the significance of a historical resource as pursuant to State CEGA Guidelines §150".5? NONE. Section 1504NIE of the CEGA Guidelines generally defines a historic resource as a resource that is: (1) listed in, or determined to be eligible for listing in the California Register of Historical Resources (California Register); (2) included in a local register of historical resources (pulsuaitto Section 5020.1(k)of the Public Resources Code); or(0) identified as significant in an historical resources survey (meeting the criteria in Section 5024.1(9) of the Public Resources Code). Generally, a resource shall be considered by the lead agency to be"historically significant' If the resource made the chanson for listing on the California Register. The California Register automatically Includes all properties listed In the National Register of Historic Places (National Register) and those formally determined to be eligible for listing in the National Register. To detennine if historical resources are located on the Prated site, qualified professional archaeologists will Conduct an hlstodcallarchaeological resources records search and pursue historical background research. As pad of that assessment, a records search was conducted at the Eastern Information Center(EIC) and found no evidence that the site harbors any significant historic resources as defined in § 151 Therefore, Lea Proposed Project would not cause a substantial adverse change in the significance of a historical resource. b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to State CEGA Guidelines §150".5? Less Than Significant Impact with Mitigation Incorporated Archaeological resources are described as cultural resources,such as structures of objects that provide evidence to past human activity. They are important for scientific, historic, and or religious reasons to cultures, communities, groups or individuals. earnm a. .re Grassi lan of Peters cry Pam o " IStur Aupue1302t BioCultural conducted a Project and site-specific study on historical and archaeological resources. The assessment included records searches, Native American sceping, historical background research, and field survey. The field surrey did not encounter onsite buildings or structures. Furthermore, the Native American Heritage Commission (NAHC) sacred land record search did not indicate the presence of Native American resources within a har-mile radius of the Proud. Therefore, less than significant impacts are expected following the required mitigation measures. Mitigation Measure: Mitigation measures are required to reduce the potenbaly significant impact related to cultural resources. The following mitigation measures are required: CRd: If during the course of grading or construction, artifacts or other cultural resources are discovered all grading on the site shall be hi and the applicant shall immediately notify the City Planner. A qualified archaeologist shall be called to the site by, and at the cost of, the applicant to identify the resource and recommended mitigation if the resource is culturally significant The archaeologist shall be required! to provide copies of any studies or reports to the Fastern Information Center far the State of California located at the University of California Riverside and the Aqua Callente Tribal Historic Preservation Office (THPO) for permanent Inclusion in the Ague Callente Cultural Register. CR-3: The presence of an approved Native American Cultural Resource Mordants) shall be required during any ground disturbing activities (including archaeological testing and surreys). Should buried cultural deposits be encountered, the monitor may request that destructive construction haft and the monitor shall notify a qualifed 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 Once and the Ague CelieMe Tribal Historic Preservation Office (THPO). The arcbaeologisf shall be required to provide copies of any studies or reports to to Eastern Information Center for the State of California located at the University of Riverside and the Ague Callente THPO for permanent indusion in the Ague Caliente Cultural Register. c) Directly or indirectly destroy a unique paleontological resource or site or unique geologicfeature? Less than Significant Impact. Paleontological resources are fossilized remains of plants, animals and associated deposits. The Iakebed of Holocene Lake Cahuilla has produced many paleontological resources generally containing freshwater mollusks of Holocene age. Per the Riverside County Land Information System, the property is recognized as having low potential for Paleontological Sensitivity. Areas recognized for having law potential have a reduced Iikelitwod for containing significant non-renewable paleontological resources, including vertebrate or rood ^Conininum Rgecl PAWN cry of PowDi SWdi significant vertebrate fossils. Therefore, less than significant impacts to Paleontological resources are expected. E) Disturb any human remains, including those internal carbide of dedicated cemeteries? Less than Significant Impact. The Project is not ir"clatl to affect any human remains, including those manetl outside of formal cemeteries. AS previously discussed, a field survey of the Project Site did not show any evidence of human adwifies dating to prehistoric or historic periods, and no other sites, features, artifacts, or built environment features were encountered. Therefore, impacts woultl be less than significant. wi swti c Mii ny.n aaaear cih°rgwnni VI . Energy Len Than pedestal Significant with Less Than Significant Mitigation Significant No impact Incorporated Impact Impact Would the project a. Result in potentially significant environmental p p IS p impact due to wasteful, inefficient or unnecessary consumption of energy resources, during project onstrucgon or operation? b. Conflict with or obstruct a state or local plan for p p IS p renewable energy or energy a ficieni a) Result in potentially significant environmental impact due to wasteful, ineRcient or unnecessary consumption of energy resources, during Project construction or operation? Less Than Significant Impact.A slgniflcant impact would occur if the Project results in potentially significant environmental impacts due to wasteful, Inefficient, or unnecessary consumption of energy resources, during Project construction or operation. The Proposed Project would develop a 4&unit Condominium development, which would Contribute to Me goals and pollees of the Palm Desert General Plan. The Proposed Project is inspired W Comply with the energy Conservation standards established in Title 24 of the California Administrative Code. California's Energy Efficiency Standards for Residential Buildings located in Title 24, Pad 6 of the California Code of Regulations and commonly referred to as 'Title 24;' which was established In 1978 in response to a legislative mandate W reduce California's energy consumption. The standards are updated periodically to allow consideration and possible incorporation of new enemy efficiency technologies and methods. The Proposed Project would include several conservation measures to decrease reliance on fossil fuels, including coal, natural gas and oil. Therefore, the Proposed Project would have less than significant impacts during construction and operation. b) Conflict with or obstruct a stale or local plan for renewable energy or energy efficiency? Less Than Significant Impact A significant impact could occur if the Project has the potential to cool with or obstruct a state or local plan for renewable energy or energy efficiency. The Proposed Projects energy demands will phmadly be derived from renewable energy Sources and will adhere to the following California building code requirements: Solid Waste Reduction. California Green Building Code Section 4.408.1, imposes mandatory measures for residential projects than require developers to recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous construction and $i ewer.Crossovers Aopd pAoeaa cry of own own " ISWdf Apuer3n2t demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more sVingent local construction and demolition waste management ordinance. Diversion efforts would be accomplished through source reduction, recycling, and composting. Finally, the Proposed Project is required by the California Solid Waste Reuse and Recycling Access Ad of 1991 to provide adequate storage areas for collection and storage of recyclable waste materials. As such, a 50 percent reduction of a projects waste dream to the local landfill vi reduce methane emissions and thus lower the Project's contribution to global GHG emissions. Water Conservation. The Proposed Projects water budget for landscape Inigatlon use must conform to Me California Department of Water's Resources' Model Water Efficient Landscape Ordinance (MWELO). Such landscape water reduction methods induce, but are not limited to, use of captured rainwater, recycled water, greywateq or water treated for irrigation purposes and conveyed by a water district or public entity. It must also provide irrigation design and controllers that are weather-or soil moisture-based and automatically adjust in response to weather conditions and plants' needs. Furthermore, measures associated with minimizing water usage will be applied to the Proposed Project, including water efficient landscape requirements and compliance with Title 24 Building Code requirements for efficient appliances and fdures. This is consistent with current City Ordinances, including the Water Efficient landscape Ordinance (PMC 14,05). Electric Vehicle Supply Equipment The Proposed Project would provide Electric Vehicle stalls. The incorporation of EVSE into the Proposed Project is consistent with State and City GHG policies to encourage and support alternative dean fuel supplies for vehicles and would further serve to reduce GHG emissions attributable to the vehicle trips generated by the Protect. With incorporation of Me project design features identified above,Me Proposed Pmject would not cause wasteful, inefficient or unnecessary consumption of energy and thus would result in Was than significant environmental effects with respect to renewable energy. ISainia nitial Bwt Coxam,num Rgecl PAOEN city N^ a PsinD VII. Geology and Soils teas Tian Significant pwnuaiy with leas man Significant MISgeUon Significant No Impact Incorporated Impact Impact Would the project: a. Directly or indirectly cause substantial adverse effects, including Me risk of loss, injury, or death involving; I. Rupture of a known earthquake fault as ❑ ❑ 0 ❑ delineated on the most recent AlquisFpriolo Earthquake Fault Zoning Map issued by the State Geologist for Me area or based on other substantial evidence 0 a known took? Refer to Division of Mines and Geology Special Publication 42. ii. Strong seismic ground shaking? ❑ ❑ 0 ❑ ii. Seismicarelated ground failure, including ❑ ❑ 0 ❑ liquefaction? iv. landslides? 0 0 0 Is It. Result in substantial son erosion or the loss of 0 0 IT 0 topsoil? C. Be located on a geologic unit Mat is unstable, or 0 0 le 0 that would become unstable as a result of the Project, and potentially result In o or off-sits landslide, lateral spreading, subsidence, liquefaction, or collapse? J. Be located on expansive soil,as defined In Table ls- 0 0 0 0 1-B of the uniform Building Code 11ll causing substantial direct or Indirect risks to life or Property? e. Have soils Incapable of adequately supporting the 0 0 0 e of Septic tanks or alternative waste water disposal systems where aewere are not available for the disposal of waste water? Sant B an ,xr,r ium P,esn Ini cry a PPon Di eat a) Directly or indirectly cause potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Rupture of a known earthquake fault, as delineated an the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Less Than Significant Impact. A significant impact may occur if a Project Site is located within a Stale-0esignated Mquist-Prido Zone or other designated fault zone. There are no known active faults or potentially active faults undedle the Project Site. The proposed development she Is feasible from a georechnical standpoint. The Project Site is not located within an Alquist-Pnolo Earthquake Fault Zone. Therefore, the Pmjed will not expose people or structures to rupture of a known earthquake fault and impacts will be less than significant. Therefore, the potential for surface ground rupture due to faulting occurring beneath the Pmject Site during Me design life of the Proposed structure is considered less than significant. it) Strang seismic ground shaking? III) Selsmicrelaletl ground failure, Including liquefaction? Less Than Significant Impact. A significant impact may occur f a Pmjed represents an increased risk to public safety or destruction of property by exacerbating existing hazardous environmental conditions by exposing people, Property, or infrastructure to seismically induced ground shaking hazi that are greater than the average risk associated with other locations In Southern California. As discussed! above, the Project Site is not located within an Alquist-Priolo Earthquake Fault Zane and was concludetl to have a low potential for surface rupture beneath the Project Site. Development within the Proposal Project areas would I» subject to intense ground shaking during a major earthquake. The intensity of the ground shaking would depend on the distance to the epicenter and Me geology of the areas between the epicenter and the Project area. In accordance with the 2019 California Building Code (CBC), seismic structure design requirements will be based on Me Seismic Design Category (SOC)for the Proposed structures,which is based on the Occupancy Category for the structure and on Me level of expected sail modified seismic ground motion. The majority of structures in the City off Palm Desert will have a Seismic Design Category (SDC) of D (High seismic vulnerability) or E (Very high seismic vulnerability and near a major fault) based on Me proximity of a fault and call types in the City. The final determination of the Seismic Design Category (SDC)will be made at Me time of building plan submittal and review of a Site-specific Soils Report. Compliance with these seismic design requirements will reduca the potential impacts from seismic ground shaking and ground failure on building occupants and structures to a less than significant level. iv) Landslides? No Impact. A Project-related significant adverse effect may occur if the Project is located in a hillside area with soil conditions that would suggest a high potential for sliding. The Project Site contains no major landf ants and is relatively flat, sloping slightly to the northeast with drainage by sheet flow at approximately one to two percent across Me site. In addition, the Proposed wo ontl cs,mmmr.,,a,y.,. FAaenr c�naf P.m D&mft " lwity Await 2021 Project would not have the Potential W exacerbate current environmental conditions Nat would create a significant hazard with respect to landslides. Therefore, no impacts would occur. b) Result in substantial sail erosion or the loss of topsoil? Less Than Significant Impact. A Project would normally have significant sedimentation or erosion impact if it would (a) constitute a geologic hazard W other properties by causing or accelerating Instability from erosion; or(b)accelerate naNrel processes of wind and watererosion and sedimentation, resuXing In sediment runafi or deposition which would not be contained or controlled emits. Soils on the Project Site and vicinity consist mainly of intermarried layers of silty sand ISM) and goody graded sands (SP) with occasionally sandy silt (MIL). The upper four to five feet of soils were found W be relatively loose, nonunrform and of low relative compaction. Construction associated with the Project area would occur in accordance with all miss and regulations of the City of Palm Desert This would inc ude the regulations captained within Palm Desert Municipal Code, which establish regulation for Ne control of excavation, grading and earthwork construction, including fills and embankments, and for the control of grading site runoff, including erosion, sediments and construction related pollutants. In addition, construction associated with future development would be required to comply with the requirements of the National Pollutant Discharge Elimination System (NPDES) construction permit and would implement City grading permit regulations that include compliance with erosion contrd measures, including grading and dust control measures. Specifically, construction associated with future development Projects would be required to have erosion control plans approved by the City of Palm Desert Engineering Division, as well as Stone Water Pollution Prevention Plana (SWPPP). As part of these requirements. Rest Management Pacfices(Blil would be implemented during construction activities W reduce soil erosion to the maximum extent passible. Given Nat the Project would be subject to City Code and NPDES requirements for erosion control grading and soil remediation, the Project would not result in substantial soil erosion or the loss of top soil. These requirements, when combined with standard City requirements for grading, will reduce impacts from soils to a level of less than significant. c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the Project, and potentially result In on. or oRolle landslide, lateral spreading, subsidence, liquefaction, or collapse? Less Than Significant Impact. A Project would normally have a significant geologic hazard impact if it could cause or accelerate geologic hazards causing substantial damage to structures or infrastructure, or expose People to substantial risk of injury. For the purpose of this specific issue, a significant impact may occur lt to Proposed! Project is built in an unstable area without proper site grePaation or design features W provide adequate foundations for buildings, thus posing a hazard W life and property. The Proposed Protect is not located adjacent W steep slopes or areas that would otherwise be subject to landslides, debits fiow, and/or rock fall. As such, there is no potential for a landslide to occur within the Project area. Lateral spreading results from liquefaction or plastic deformation of soil occurring on gently sloping ground during an earthquake. The conditions occur when blacks of mostly impact suriwial srsuairasuiriyv iCxvinaxunP i enaEW Cry oAupunar2ii soil are displaced down slope along a sheer zone that has formed within liquefied sediment Due to the Citys relatively flat topography of the valley floor and lack of significant slopes in the Project area, the Project area is not subject to lateral spreading conditions. There is no data for subsidence potential within the Project area. Generally deeed soils are considered collapsible in the that few feet. The drool construction and engineering of structures associated with the Proposed Project will be subject to compliance with all City rules and regulations. Protect work requiring a building or grading permit by the Palm Desert Building Code is not peml in an area determined by the Building Official or City Engineer to be subject m hazard from landslide, settlement or slippage. Wth compliance with Code requirements, Project Implementation would result In lass than slgnticent Impacts Involving damage to building and improvements from subsidence or collapse. The groundwater level within the Proposed Project area is in excess of 100 feet below the surface and potential for onslte liquefaction or selsmlcally induced dynamin settlement is negligible. Potential impacts associated with liquefaction would therefore bra less than significant. d) Be located on expansive soil, as defined In Table 181 B of the Uniform Building Code (1994), creating substantial direct or indirect risks to life or property? Less Than Significant Impact. A significant impact may occur if the Proposal Project is built on expensive sails without proper site preparation or design features to provide adequate foundations for buildings, thus posing a hazard to tits and property. Expansive soils contain significant amounts of clay particles that swell considerably when wetted and which shrink when dried. Foundations constructed on these soils are subject to uplifting forces caused by the swelling. Without proper mitigation measures, heaving and cracking of both buildingfoundations and slabs-on-grade could result. The Project Site is idenfified as having no expansion potential (Expansion Index = 0). An expansion index test which indicates Me soils on me Project Site are within the 'very bw" expansion category. Development on expansive soils can cause land slippage and structural damage to foundations. Grading and engineering methods that provide a stable foundation for building constmdion, as required by the Palm Desert Municipal Code and California Building Code, will reduce Impacts to a less than significant level. e) Have soils Incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater? No Impact This question would apply to the Proposed Project only 8 it was located in an area not served by an existing sewer system. The Proposed Project must be connected to the public sewer system and a private sewer disposal system which is pernitted. Therefore,there will be no Impact from soils Incapable of adequately supporting the use of septic tanks or alternative waste- water disposal systems. B=ax Ctlnm,nm R N iugec ePOEW cry Pan Di hbi Ainwil III. Greenhouse Gas Emissions Less Man Significant Potentially with less man Significant Nngetion significant Impact Incorporated Impact NOVA Would the Project: a. Generale greenhouse gas emissions,either directly ❑ ❑ 0 ❑ r indirectly, that may have a significant impact on the environment? In. Conflict with an applicable plan, policy or regulation ❑ ❑ 0 ❑ adopt" for the purpose of reducing the emissions of greenhouse gases? a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? Less Than Significant Impact. Future development of the Project Site will generate carbon dioxide, which is the primary component of greenhouse gases (GHG). Thus, the Projed will Contribute to global warming as described by the Intergovernmental Panel on Climate Change. The total volume of GHG that will be generated by development of lfe Projed Site is consistent with the residential use ofthe property anticipated within the City's General Plan. The relative size of the Pmjed in comparison to the estimated greenhouse gas reduction goal as adopted by the California An Resources Board of 174 milt tons ctCO2squivalenl(MMTCO2e) by 2020 means that its incremental affect is not cumulatively Considerable. Development of the Project Site must also meet the Citys Green Building Ordinance and therefore is inherently energy efficient and GHG emission wall be reduced to the extent feasible through compliance with the Green Building Ordinance. Based upon the information contained above, the Projed will have a less than significant impact due to the generation of greenhouse gas emissions. b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases? Less Than Significant Impact. The Proposed Project would be consistent with local and statewide goals and policies aimed at reducing the generation of GHGs, including AS 32, SB 375, and CARS'S 2017 Scoping Plan aimed at achieving 40 percent below 1NO GHG emission levels by 2030. Therefore, the Projects generation of GHG amissions would not make a Projectspedfic or cumulatively considerable contribution to conflicting with an applicable plan, policy or regulation for the purposes of reducing (he emissions of greenhouse gases, and the Proposed Project's impact would be less than significant. I conciseness Present PAGEW cry of Peas Dwart nitial SWdi 21 IX. Hazards and Hazardous Materials leas Man significant Formerly with less man Significant NIHge6on significant No I Irwmponbtl ctImpact Would the project: a. Create a significant hazard to the public or the ❑ ❑ ® ❑ environment through the routine transport, use, or disposal of hazardous mounting? It. Create a significant hazard to the public or the ❑ ❑ ® ❑ environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? c. Emit hazardous emissions or handle hazardous or ❑ ❑ ® ❑ acutely hazardous materials, substances, or waste within one-quarter mile of an existing or Proposed school? d. Be located on a site which is included on a list of ❑ ❑ ❑ hazardous materials sites compiled pursuant to Government Code Section 0962.5 and, as a result, would crown a significant named to the public or the environment? e. For a Project located within an airport land use plan ❑ ❑ ® ❑ where such a plan has not base adopted,within two miles of public airport or public use airport, would the Project result in a safety haaard o se for people reading or working in the Promo area? f. Impair implementation of or physically interfere ❑ ❑ ® ❑ with an adopted emergency response plan or emergency evacuation plan? g. Expose people or structures, either directly or ❑ ❑ ❑ indirectly, to a significant risk of loss, injury o death involving wildiand fires? a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal a hazardous materials? Less Than Significant The types and amounts of hazadous materials Met would be used in connection with the Project would be typical of Nose used in residential developments (e.g., household cleaning solvents, pesticides for landscaping, painting supplies, chlorine and petroleum products). Project hazardous materials usage will be limited to small amounts. Construction of the Project would also involve the temporary use of potentially hazardous materials, including vehicle fuels, paints, oils, and transmission fluids. However, all potentially hazardous materials would be contained, stored, and used in accordance with manufacturers' taus?swM commu,mm Prams PAWN cuyspwantm� instructions and handled in compliance with applicable federal, State, and local regulations. Any associated risk would be adequately reduced to a less than significant level through compliance with these standards and regulations. Therefore, the Project would have less than significant impacts on disposal of hazardous materials. b) Cause a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? Less Than Significant Impact A Project would normally have a significant impact to hazards and hazardous materials K: (a) the Project involved a risk of accidental explosion or release of hazardous substances (including, but not limited to oil, pesticides, chemicals or radiatlon); or (b) the Project involved the creation of any health hazard or potential health hazard. The development of the Proposed multi-family residential development would not create any risk of explosion or release of hazardous substances in the avant of an accident or upset madden because the Project will bs required to comply with standard requirements for storage of hazardous substances or chemicals by the applicable regulatory agencies this will ensure potential impacts will be less than significant. c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or Proposed school? Less Than Significant A Project would normally have a significant impact to hazards and hazardous materials if. (a) the Pmject involved a risk of accidental explosion or release of hazardous substances (including, but rot limited to oil, pesticides, chemicals or radiation); or (b) the Project involved the creation of any health hazard or potential health hazard. The determination of significance shall be made on a case-by-case basis considering the following factors: (a) the regulatory framework for the heats hazard; (b) the probable frequency and seventy of consequences to people or property as a result of a potential accidental release or explosion of a hazardous substance; (c) the degree to which Project design would reduce the frequency or severity of a potential accidental release or explosion of a hazardous substance; (d) the probable frequency and sevorlty of consequences to people from exposure to the health hazard; and (a) the degree to which Project design would reduce the frequency of exposure or severity of consequences of exposure to the health hal There are no schools loompal nearby the Protect Site. Therefore, the Proposed Project would not have the potential tot expose students or stag to potentially hazardous materials, substances, or waste during the consumerism period. Thankful impacts would be less than significant. IniabB Grxd room RqM PAGED city of Pan DDi d) Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 651 and,as a result,would it create a significant hazard to the public or the environment? No Impact. California Government Code Section 659625 requires various state agencies to compile lists of hazardous waste disposal facilities, unauthorized releases from underground storage tanks, contaminated drinking water wells, and solid waste facilities from which there is Mom migration of hazardous waste, and submit such information to the Secretary far Environmental Protection on at least an annual basis. A significant impact may occur if the Project Site Is included on any of the above lists and poses an environmental hazard to surrounding sensitive uses. Review of the Department of Toxic Substances Control (DTSC) EmairoStor database and the EPA's Superfund Enterprise Management System (SEMS)database, showthet the Projacl Site is not located on an active or closed hazardous waste site or Supurfund Site. Therefore, the Proposed Project will not have a significant Impact due to hazardous materials sites. a) For a Project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport,would the Project result in a safety hazard or excessive noise for people residing or working in the Project area? Less Than Significant Impact A significant impact may occur if the Proposed Project ware located within an airport land use plan and would introduce substantial new sources a noise or substantially add to existing sources of noise within or in the vicinity of the Project Site.The Project Site is not located within two miles of a private airstrip or public use airport. The Proposed Project would net expose people to excessive noise levels associated with aimed uses As it is not located within the vicinity of a public airport or public use airport or airport land use plan area. Therefore, impacts from exposure to airport noise would be less than significant. i) Impair implementation a or physically interfere with an adopted emergency response plan or emergency evacuation plan? Less Than Significant Impact A ProjeQ would normally have a significant impact to hazards and hazardous materials if. (a) the Project involved possible interference with an emergency response plan or emergency evacuation plan. The Proposed Project would not cause permanent alterations to vehicular circulation roues and patiems, impede public access,or travel upon public rights-of-way. Evacuation routes in the viani y of the Proposed Project Site include Gerald Ford Drive Immediately adjacent to the north, Pool Read to the east, and Monterey Avenue to the west. Plans would be provided fe the City of Palm Desert for review and comment. Review by applicable public agencies would ensure implementation of the Proposed Project would not interfere with an emergency response plan or emergency evacuation plan. Therefore, the Proposed Project would not be expected to interfere with any adopted emergency response plan or emergency evacuation plan, and a less than significant impact would occur. tei on (Xxxin um Rgecl PAGE41 cityo PPox Di Initial i g) Expose people or structures, either directly or indirectly, to a significant risk of loss, injury or death involving wildland fires? No Impact. The Project Site is located in an urbanized area of Palm Oei and does not Include wildlands or high flee hazard terrain or vegetation. Therefore, no wildfire hazard Impact would occur with implementation of the Proposed Project and there would be no impact IniismStud Ommmmum Rgxi Pirelli I N lly ge,Dis,it X. Hydrology and Water Quality Less Then Significant patemally with leas man Significant Nngegon Significant Impact InsmpmdkE Impact No Impact Would the Project: a. Violate any water quality standards or waste ❑ ❑ ❑ discharge requirements or otherwise substantially degmtle surface or ground water quality? It. Substantially decrease groundwater supplies or ❑ ❑ ® ❑ interfere substantially with groundwater recharge such that the Project may impede sustainable groundwater management of Me basin? c. Substantially alter the existing drainage pattern of ❑ ❑ ® ❑ the site or area, including through the alteration of the course of a stream o or through Me addition of impervious surfaces, a manner which would: I. Result in substantial ranging or sibation r offsite; ii. Substantially increase the rate or amount of surface runoff rin a manner which would result in flooding on.or offsite; iii. Charge or mentribute mnoff water which would exceed the capacity of existing or planned s[mmwater drainage systems or provide substantial additional sources of polluted runoff; at iv. Impede or rediredfiaod flaws? J. In flood hazard, tsunami, or si zones, risk ❑ ❑ ® ❑ release of pollutants due to Project inundation? e. Conflict with or obstruct implementation of a water ❑ ❑ ® ❑ quality control plan or sustainable groundwater management plan? mr errSeen, oMommmm P,wtl PAGE" Can't PPeWn Deem a) violate any water quality standards or weals discharge requirements or otherwise substantially degrade surface or ground water quality? No Impact.Construction of the proposed projectwould be subject to National Pollutant Discharge Elimination System (NPDES) stormweter regulations for construction which apply when More is a soil disturbance of more than one acre. The Applicant will be required to comply with all the rules, regulations and procedures of the NPDES permitfor municipal, construction, and industrial activities as promulgated by Me California State Water Resources Control Boats or any of its Regional Water Quality Control Boards (Colorado River Basin-Region]). Under this progmm, development that proposes more than one acre of grading would apply for a permit to control the discharge of pollution to the maximum extent predicable.A Water Quality Management Plan must also be prepared to determine and describe the Beat Management Precede (BMPs)that will be implemented on Me project she. The Project would be required to meet all applicable water quality standards or waste discharge requirements Hereby avoiding violation of such standards or requirements. The proposed residential development will not violate water quality standard or waste discharge requirements. The Project will connect to existing sewer lines, which are located in the immediate project vicinity. Wastewater will be transported to and processed a[ Me City's Wastewater Treatment Plant. As pad of the City's operational compliance with the NPDES discharge permit, the Clty Implements all requirements of Me Regional Water Quality Control Boats, which pertain to water quality and wastewater discharge. The Project will be required to comply with national pollutant Discharge Elimination System (NPDES) regulations, which minimize Me pollutant load associated with urban runoff. Project construction will incorporate the use of a wide range of Best Management Practices(BMPs)to ensure Met surface much during construction will not adversely affect surface or groundwater quality. To reduce discharge of pollutants into runoh, the Proposed Project will be required to implement Beat Management Practices (BMPs). Implementation of BMPs will preclude andlor Intercept pollutants cif concern that could Potentially enter nearby properties or retention basins. BMPs will also help reduce short and long-term water quality Impacts caused by Me construction and operation of Me Proposed Project. Therefore, Me Project would not result in violation of any water quality standards or waste discharge requirements or oche wise substantially degrade surface or grountl water quality. b) Substantially decrease groundwater supplies or Interfere substantially with groundwater recharge such that Me Project may impi sustainable groundwater management of the basin? Less than Significant Impact The Coachella Valley Water District (CMD) provides domestic water to the project area. The primary source of water in Me Coachella Valley is groundwater extracted by deep wells and replenished with Colorado River Water. A smaller portion is derived Mom regional mountain streams. long-lelm regional demand for potable water is expected to increase; however, with continued conservation measures and replenishment of groundwater, sufficient supplies will be available to meet Me demand. At project buildout, water will be required to serve the needs of the 48-unit condominium. The Project will connect W existing water lines beneath the road. No new wells or additional water Infrastructure are proposed. The Project will be required to comply with CMD's and the City's water-efficiency requirements, including the use of drought-tolarant planting materials and limited landscaping irrigation. The Project will also be required to comply with CMD's drought restrictions and reduction measures, as May may be applicable when development occurs. Implementation of Mass and other applicable requirements will assure that water-related impacts are less Man signifcant. wee Boma,.cseomm"n Pi east" clrymPon Di remedy A4,A2021 c) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river or through the addition of impervious surfaces, in a manner which would: I. Result in substantial erosion or siltation on- or off-site; Less Than Significant. The subject site site an generally gat remain that gently slopes to the northeast. The Project She does nor contain any drainages, rivers or streams. Development of the Proposed Project will increase impermeable surfaces on-site, and therefore increase on-site storm flows. The City will require the preparation of a hydrology analysis, and will require tat the applicant demonstrate that 100-year secure runoff win be outlined! and stored on-site, according to its standards as included in the master drainage plan for to Project. The hydrology analysis will be required to demonstrate that the release of Project storm flows from project development would not cause erosion or siltation. Therefore, impacts would be less than significant. I. Substantially increase the rate or amount of surface runoff in a mannerwhich would result In flooding on. or off-site; ur. Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff; or II, III. As described above, the Project's hydrology design will integrate into the existing flood control and stormwater conveyance system at the Project Site. Implementation of applicable City requirements will assure that the Project will not generate or contribute runoff that would result in flooding either on- or off-site, or exceed Me capacity of Me stormwater systems or provide substantial additional sources of polluted runoff. The Project will avoid off-sits runoff to Me greatest degree practicable with Me implementation of Best Management Practices(BMPs). Therefore, impacts would be less than significant. N. Impede or redirect flood flows? Less Than Significant. The Project Site does not contain a stream or river. The proposed development will not have any negative effects on the existing hydrologic condition of the Project Site and any downstream facilities. Therefore, development of this Project will not result in a potential for a slgnificant adverse impact associated with the alteration of the existing drainage pattern. tl) In flootl hazard, tsunami, or selche zones, risk release of Pollutants due to Project Inundation? Less Than Signfficant Impact. A significant impact may occur if the Project was located within a 100-year flood zone, which would impede or redirect flood flows. The Project She is not in an siOe Buto Mii R� PAW" O�lyapamiar]e1 area designated as a 100-year flood hazard area. The Project Site is located in an urbanized area and has no existing drainage structures, and all runoff is conveyed via sheet flow. The Project Site lies within Zoni accoMing to FEMA with historical flood depUts from 1-3 feet. While there may be a significant increase in the amount of runoff volume,there should be no negative impacts on the stone drain system since the peak flow of the Proposed development Is 15 percent lower than the existing condition. As such, a less than significant Impact would occur. e) Conflict with or obstruct Implementation of a water quality control plan or sustainable groundwater management plan? Less Than Significant Impact. A Projed would result in a significant impact if it has the potential to conflict with a water quality control plan or sustainable groundwater management plan. The overflows from the proposed BMP must connect either to a catch basin or to a storm drain main. As pad of the development, landscaping will be added which will reduce the overall Imperviousness and thereby lower the site's overall runoff. Additionally, the Projed Site will no longer convey runoff via sheet fiow, but rather via non-erosive means to a proposed ddention basin. Flows greater than 85% of the existing pre-developed peak fiow conditions will be retained onsita. While there is a significant increase in the amount of runoff volume, there should be no negative impacts on the storm drain system since the peak fiaw of the proposed development is 15 percent lower Man the existing condition. Furthermore, the City requires that all "ads be designed and constructed in accordance with the slormwater pollution control requirements of the California Regional Water Quality Contra Board FudM1ermore, prior to the issuance of a grading permit,the applicant is required to file a Notice of Intent with Me California Regional Water Quality Control Board to comply with the applicable National Pollution Discharge Elimination System (NPDES) requirements. Based upon the Proposed stonnwater drainage system and given that the Proposed Project would be subject to City Ordinances and NPDES requirements for erosion control grading and soil emaciation, the Project will not violate any water quality standards or waste discharge requirements and there will be a less than significant Impact. Imtiel ina B= u e Ctlnm,nm E iu Rgecl FAD " city of Pon XI. Land Use and Planning Less lira significant Potentials with less man Significant attention significant No Impact lncwoorabtl Impact limpact Would the Project: a. Physically divide an established community? ❑ ❑ ❑ It. cause a slgnificant environmental impact due to a ❑ ❑ ® ❑ conflict with any land use plan, policy, or regulation adopt"for the purpose of avoiding or mitigating an environmental effect? a) Physically divide an established community? No Impact. A significant impact may occur if the Proposed Project would be sufficiently large enough or otherwise configured in such away as to treats a physical barrier within an established Community. The determination of significance shall be made on a case-by-case basis considering thefollowingfactors: (a)the extent ofthe area that would be impaced, the nature and degree of impacts, and the types of land uses within that area; (b) the extent W which existing neighborhoods, communities, or land uses would be dismpteri divided or isolated, and the duration of the disruptions; and (c) the number, degree, and type of secondary impacts to surrounding land uses that could result from implementation of the Proposed Project. The Proposed Project Site is located within an urbanized area of the City of Palm Desert and is Consistentwith the existing physical arrangement of the properties within the vacuity of the Project Site. No separation of uses or disruption of access between land use types would occur as a result of the Proposed Project. The Project She is currently vacant, and the Proposed Project is currently zoned PR-5 and requests a zone change to PR-12. The Proposed Project will Complement existing surrounding uses that include single-family residential developments. The implementation of the Proposed Project would not disrupt ordivide the physical arrangement of the established community, and no impacts would occur. b)Cause a significant environmental Impact due to a confiict with any land use plan, policy, or regulation adopted for the purpose of avoiding or mitigating an environmental effect? Less Than Significant Impact A significant impact may occur if a Project is inconsistent with the General Plan or zoning designations currently applicable to the Project Site, and would cause adverse environmental effects, which the General Plan and zoning ordinance are designed to avoid or mitigate. The Project Site is zoned PR-5 and is requesting a zone change to PR-12 and a General Plan Amendment to Town Center Neighborhood. The Project will result in 68 reading units within an urbanized area of the City. The plans for the Proposed Project have been reviewed and found to be consistent with for requirements of the New Names CVW b mmn RqM n w Paga on were on " laves Mpue1302t City's General Plan Land Use designation with respect to density and the standards of development for a multi-family residential development, including not but limited to building setbacks, height and palling. Therefore,development of the Project will not conflict with any plan, policy or regulation and there will be a less than significant impact. sitinlSWdi C Mlnum Rgxi PAGE" ce N^P'W DD ' XII. Mineral Resources Less Mann Significant Potentially with teas man Significant Negation significant Impact Incorporated Impact No Impact Would the Project: a. Result in Me loss of availability of a known mineral ❑ ❑ ❑ 0 resource that would be of value to the region and the residents of the state? b. Result in the loss of availability of a Ideally- ❑ ❑ ❑ 0 important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan? a) Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the state? No Impact. A significant impact may occur if the Project Site is located in an area used or available for extraction of a regionally-Important mineral resource, or If the Project development would convert an existing or future regionally-Important mineral extraction uses to another use, or If the Project development would affect access to a she used or potentially available for regionally-important mineral resource extraction. The determination ofsgnifieance shall be made on a caswicy-case basis considering: (a)whether, orthe degree to which, the Project might result in the permanent loss of or loss of access to, a mineral resource that is located in a State Mining and Euphony Saard Mineral Resource Zone or other knmvn or potential mineral resource area, and M) whether the mineral resource is of regional or fromewide significance, or Is noted in the Conservation Element as being of local importance. The Project She is not located within a Mineral Resource Zone. The Project Site is not currently used for the extraction of mineral resources, and there is no evidence to suggest that the Project Site has been historically used for the extraction of mineral resources. Therefore, development of the Project Site would not result in adverse impacts due to a significant depletion or loss of availability of mineral resources. Therefore, no impacts would occur. b. Result in the loss of availability of a locally-important mineral resource recovery she delineated on a local general plan, speclgc plan or other land use plan? No Impact. A significant Impact may occur if the Project Site is located in an area used or available for extraction of a regionally-important mineral resource, or if the development would convert an existing or future regionally-important mineral extraction uses to another use, or if the development would affect access to a site used or potentially available for regionally-important mineral resource extraction. As discussed above, the Project Site is not currently used for the extraction of mineral resources,and there is no evidence to suggest that the ProjeU Site has been historically used for Me extraction of mineral resources. Therefore, no Impact associated with the loss of availability of a instant minimal resource would occur. new Bartare rt Conensus Pea enaefp cloy ofnewsDi XIII. Noise Less loan significant patemlally with less man Significant Smal on significant Impact Incorporated Impact Now Would the Project result in: a. Generation of a substantial temporary or permanent ❑ ® ❑ ❑ increase n ambient noise levels in the vicinity of the Project in excess of standards established in the local general plan or noise ordinance, or shall standards of other agencies? b. Generation of excessive groundbome vibration or ❑ ❑ ® ❑ groundbome noise levels? c. For a Project located within the vicinity of a private ❑ ❑ ® ❑ airship or an airport land use plan or, will such a plan has not been adopted, within two miles of a public airport or public use airport, would the Project expose people residing or working in the Project area to excessive noise levels? Mitigation Measure: NOli For all construction-related activities, noise attenuation techniques shall be empkiyed, as appropriate, to reduce noise levels to the extent feasible during the construction phase. The following noise attenuation techniques shall be incorporated to reduce potential impacts of contra cion noise: Ensure that construction equipment is equipped with properly operating and maintained mufflers consistent wit manufacturers standards. Place noise-generating constupton equipment and locate construction staging areas away from sensitive receptors, where feasible. Schedule high noise-producing acivities between the hours of 7:00 a.m. and 5A0 p.m. to minimize disruption to sensitive receptors. Implement noise attenuation measures W the extent feasible, which may include, but are not limited to, temporary noise barriers or noise blankets around stationary construction noise sources. Use electric air compressors and similar power tools rather than diesel equipment, where feasible. All stationary construction equipment(e.g., air compressor, generators, impact wrenches, etc.)shall be operated as far away from residential uses as possible and shall be shielded with temporary sound barriers, sound aprons or sound skins. Construction-relffied equipment, including heavy-duty equipment, motor vehicles, and portable equipment, shall be turned! off when not in use for more than 50 minutes. n x Penn" cry 1p. on Inivalwq m,nu Rq mw Aupnn]02t During all construction activities, the job superintendent shall limit all constmctlonrelated activities to between the hours 8:30 a.m. and 8:00 p.m. Moral through Saturday. Clearly past wnstruction hours, allowable workdays, and the phone number of the jab superintendent at all construction entrances to allow the surrounding property ownerabcoupants to contact the job superintendent. If the City or the job superintendent receives a complaint, the superintendent shall investigate, take appropriate corrective actions and report the actions to the complainant. a) Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the Project In excess of standards established In the local general plan or noise ordinance, or applicable standards of other agencies? Less Than Significant with Mitigation Incorporated. A significant impact may occur if the Proposed Project would generate excess noise that would cause the ambient noise environment at the Project Site to exceed noise level standards sat forth in the Palm Desert Municipal Coda. Implementation of to Proposed Project would result in an increase in ambient noise levels during both construction and operation, as discussed in further detail below. The increased noise from construction activities would be temporary and limited by the Palm Desert Municipal Code that casinos construction activity on Sunday and any other time between the hours of 8:00 p.m. and 6:30 a.m. the following day. Further, the City restricts construction hours during the evening, early moming, and Sundays. Based upon compliance with the requirements of the Municipal Code, short-term construction noise impacts would be reduced to less tan significant levels. Therefore, impacts associated with the exposure of persons to raise levels in excess of standards contained wain to General Plan will be less tan significent. The construction of the Proposed residential use would generate short term noise impacts. Construction activities have a short and tampoary duration, lasting from a few days to a Period of several months. Ground come noise and other types of consbuction related noise impacts would typically occur during the initial site preparation, winch can create the highest levels of noise Generally, site preparation has the shortest duration of all construction phases. Activities that occur during this phase include eadhmoving and will compaction. High groundborne noise levels can occur during this phase due to haul tracks, backhoes, and other heavy-duty construction equipment. Construction activities have the potential to expose adjacent land uses to noise levels between 70 and 90 decibels at 50 feet from the noise source. The degree of noise impact would be dependent upon the distance between the construction activity and the noise receptor. With compliance of the Municipal Code and Mitigation Measure NOI-1, short-tens construction noise impacts would be reduced to a less than significant level. b) Generation of, excessive groundborne vibration or groundborne noise levels? Less Than Significant Impact Excavation and earthwork activities for the Proposed Project have the potential to generate low levels of groundborne vibration. The operation of construction equipment generates vibrations Nat propagate trough the ground and diminishes in intensity with distance from the source. Vibration impacts can range from no perceptible effects at the mi scant Coxam,num ny.n Pxosn cry wnwnazmi lowest vibration levels, to low rumbling wands and perceptible vibration at moderate levels, to slight damage of buildings at the highest levels. Thus, construction activities associated with the Proposed Project could have an adverse impact on sensitive structures (i.e., building damage). Construction vibration impacts include human annoyance and building damage. Human annoyance occurs when construction vibration uses significantly above the threshold of human perception for extended periods of time. Building damage can be cosmetic orstructural. Ordinary buildings that are not particularly fragile would not experience any cosmetic damage(e.g., plaster cracks) at distances beyond 25 feet. This distance can vary substantially depending on the soil composition and underground geological layerbelween vibration source and receiver. The closest buildings to the Project Site are located more than 50 than feet to the such of the Proposal Project. The generation and/or exposure of persons or structures to excessive groundborne vibration could result in significant impacts due to the short distance from the Project Site. Therefore, mhigations measures N0I-1 have been proposed. Therefore, the Proposal Project would have a less than significant impact. c) For a Project located within the vicinity of a private airstrip or an airport land use plan, or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the Project expose people residing or working in the Project area to excessive noise levels? Less Than Significant Impact. A significant impact may occur if the Proposed Project were located within an airport land use plan and would introduce substantial new sources of nice or substantially add to existing sourcesof noise within or in the vicinity of the Project Site.The Project Site is not located within two miles of a private airstrip or public use airport. The Proposed Project would not expose people to excessive noise levels associated with alrport used as it is not located within the vicinity of a public airport or public use airport or airport land use plan area or public airport or public use airport. Therefore, impacts from exposure to airport noise would be lass than significant. S111 311 awx1l um Rcpcl PPnE@ city ofpAnDi XIV. Population and Housing Less Man Significant essentially with teas man Significant smal n significant Impact Incorporated Impact No Impact Would the Project: a. Induce substantial unplanned population growth in ❑ ❑ ® ❑ an area, either directly (for example, by proposing w homes and businesses) or indirectly (for ample, through extension of roads or other infrastructure)? Is Displace substantial numbers of existing people or ❑ ❑ ❑ housing, necessitating the construction of replacement housing elsewhere? a) Induce substantial unplanned population growth in an area, either directly(for example, by proposing new homes and businesses) or indirectly(for example, through extension of roads or other Infrastructure)? Less Than Significant Impact. A significant impact may occur if the Proposed Project would locate new development such as homes, businesses, or infrastructure, with the effect of substantially inducing growth in the Proposed area that would otherwise not have occurred as rapidly or in as great a magnitude. The Proposed Project is requesting a mite change from PR-5 to PR- 12. Based upon this, it is not anticipated Mat this development will significantly alter where people locate or the residential density within this area. Therefore, development of the Proposed Project would not Induce substantial population growth In the area and Impacts would be less than significant. b) Displace substantial numbers of existing people or housing, necessitating the construction of replacement housing elsewhere? No Impact. A significant impact may occur if the Proposed Pmject would result in the displacement of existing housing units, necessitafing to construction of replacement housing elsewhere. The Proposed Project would consist of the development of a multi-family residential development on a site that is cull vacant and not previously developed. No displacement of existing housing would occur with the Proposed Pmject. Thus, no impact would occur. Saw SWtly entire Carbines,Pusecl PAOEW cry of newsDi XV. Public Services Would the Project result in substantial adverse physical Impacts associated wish the provision of new orphysically altered governmental focilsies, need for new orphyskally altered govemmeMal facildies, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times ordtherpedommnce objectives forany oRhe public services: Less non Significant Potentially with Less non Significant MM sfion Significant Impact Incorporated Impact No Impact a. Fin protection? ❑ ❑ ® ❑ It. Police protection? ❑ ❑ la ❑ c. Schools? ❑ ❑ la ❑ d. Parhs? ❑ ❑ ® ❑ a. Other public facilities? ❑ ❑ ® ❑ a) Fire protection? Less Than Significant Impact. A Projed would normally have a significant impact on fire protection if it requires the addition of a new fire Station or the expansion, consolidation or relocation of an existing facility to maintain service. Riverside County Fire Station, located at 73995 Country Club Dr, Palm Desert, CA 92260, is located approximately 2.2 miles (driving distance)south ofthe Project Site.The Applicant is required to comply with all standards including public and private fire hydrants which provide water pressure and donations as specified by the Rivereide County Fire DapartrnerR. Therefore, a less than significant impact to fire protection would occur. b) Police proportion? Less Than Significant Impact A i gnslcant impact may occur if the Palm Springs County Sheri Department could not adequately serve a Projed, necessitating anew or physically altered station that would result in a physical adverse impact upon the environment. The Palm Springs County Sheriffs Station, located at 73705 Gerald Ford Dr, Palm Desert, CA 92211 is located approximately 0.7 miles west of the Project Site. Standard emotions of approval, developed by the Public Sell Offica in conjunction with the Palm Deal Police 0epadrnent, will be applied to the Projed requiring adequate lighting, ensuring that landscaping and other target are physical sacority, measures. In addition, the Applicant would be required to pay development impact fees to the City for police protection services. These fees are intended to offset any potential increase in services required by a project. Based upon the implementation of internal standards and conditions, impacts to police indication will be less than significant. erwr Brat.,.Groveamrm Protect Purees cry of Porn down niEelsWdr Assiden21 c) Schools? Less Than Significant Impact A significent impact may occur g a Project includes subsantal employment or population growth, which multi generate a demand for school facilities that would reed the rapacity of Me Palm Desert Schod District or the Desert Santis High School District. Prior to issuance of a building permit, the Applicant must pay all applicable school facility development fees in accordance with California Government Code Section 65995. Pursuant M Government Code Section 65995, payment of development fees authorized by SB 5D are deemed to be Yull and complete school facilities mitigation.' With the Payment of School Development Fee, the Proposed Projects potential impact upon public schod services would be less Man significant. d) Parks? Less Than Significant Impact. A significant impact would occur R Me recreation and park services available could not accommodate the Projected population increase resulting from implementation of a Project or d Me Proposed Project resulted in the construction of new intention and park facilities that create significant direct or indirect impacts to the environment. A sigicant impact generally occurs if a Project includes substantial population growth through residential development that could generate an increased demand in recreational and park facilities. The Proposed Project indudes the development of a 48-unit condominium development. Any incremental need for open space as a result of the Proposed Project would be met by the Proposed Project's Proposed landscaping and open space areas. As such, the Proposal Project would not be expected to increase demand on the surrounding area and surrounding recreation and park facilities. Development of Me Project Site is anticipated M increase Me City's population and thereby increase demand far parks and recreational programs. This increase was anticipated in adoption of the City's General Plan and determined to be mitigated through payment of park Impact fees by developers of residential property. These parkland development fees would prevent overuse and detariomti n of existing parks and recreational facilities as the Project would fund improvements to existing park and recreational facilities. Any increase in recreation and park facilities use would be minimal, and a less Man significant impact would occur. e) Other public facilities? Less Than Significant Impact. A significant impact may occur R a Project includes substantial employment or population growth that could generate a demand for other public facilities, which would exceed the capacity available to serve Me Project Site. Review of the Project indicates that this development will not create any unique public facilities which require extensive maintenance. The property owner will mainland all landscaping and buildings on-site. No potion of this Project is expected to have a significant impact on maintenance of public facilities as the Project will be assessed for drainage, sewer, and tmMc impact fees to offset such Impacts. The Project will also be required to pay a General Public Facility Development Impact Fee to mitigate Impacts far public facilities. Therefore, the Proposed Project does not represent the Potential for a significant adverse impact ro public services. ew Bimi swer cuximninum new+ eaesss ay apen,D t XVI . Recreation Less Than Significant Potentially with Less Than Significant limeatlon Significant impact Incorporated impact NOVA a. Would the Project increase IM1e use of existing ❑ ❑ ® ❑ neighborhood and regional parks or other resmational facilities such that substantial physical deformation of the facility would occur or be accelerated? b. Does the Project include reconquest facilities or ❑ ❑ ® ❑ require the construction or expansion of neserational facilities which might have an adverse physical effect on the environment? a) Would the Project Increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facilities would occur or be accelerated? Less Than Significant Impact. A significant impact may occur R the Project would Include substantial employment or population growth, which would increase the use of existing neighborhood and regional parks or other recreational facilities, such that substantial physical deterioration of the facility would occurs be accelerated. The Proposed Project would contribute to some population growth in the area but would also provide on-site open space for the proposed residential use. As such,Me Proposed Project Is not expected to result in the substantial Increase In use of recreation and park facilities. There are sufficient park facilities in Me Proposed Projects vicinity such that Mere would not be an undue amount of increased burden on the regional perks. In addition, the City of Palm Dosed requires the payment of park dedication fees from all new residential developments. Payment of such fees is intended to support fuWre acquisition of land and improvement of parks and recreational facilities within the City. Al times, the City also may allow a developer the option for IM1e dedication W park land in lieu of park %as. Accordingly, Me Proposed Project's impacts upon parks and recreational facilities would be less than significant. b) Do"the Project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? Less Than Significant Impact. A significant impact may occur d a Project includes or requires the construction or expansion of park facilities and such construction would have a significant adverse effect on the environment. Development of the Project Site is anticipated to increase the City's Population and thereby Increase demand for parks and mracabonal programs. ow Bare Gandwaum Rgecl PAOEM Cry aPon Di I Augui This increase was anticipated in adoption of the City's General Plan and determined to be mitigated through payment of park impact fees by developers of residential property. In addition, there are sufficient Park fadlities in the Proposed Project's vicinity such that there would not be an undue amount of increased burden on the regional parks. As such, the Proposed Project would not result In a substantial Increase In use of recreational and park facilities and does not require the construction or expansion of recreational acilities that might have an adverse impact on the environment Therefore, a less than significant impact would occur. SieelSWq CV Mii Rgxi eTeESr clly Nq,yueeDi XVII . Transportation/Traffic teas Than Significant Potentially with Less Than Slgnmeant MltlWlon Slgnmeant Impact Incorporated Impact NoN Impact Would the Project a. Conflict with an applicable plan,ordinance or policy ❑ ❑ ® ❑ establishing measures of effectiveness fair the performance of the c circulation system, taking into account all modes of transportation including mass nsit and non-motorized travel and relevant components of the circulation system, including but not limited to intersections, strets, highways and freeways, pedestrian and bicycle paths, and mass transit? In. Conflict with an applicable congestion management ❑ ❑ ® ❑ program, including, but not limited to level of service standards and travel demand measures, other standards established by the aunty congestion management agency far designated roads or highways? c. Result in a change in air traffic patterns, including ❑ ❑ ❑ either an increase in traffic levels or a change in location that resubs in substantial saley risks? d. Substantially increase hazards due to a design ❑ ❑ ❑ Nature (e.g., sharp comes or dangerous intersections) or incompatible uses (e.g., farm equipment)? e. Result in inadequate emergency aaess? ❑ ❑ ® ❑ f. Conflict with adopted policies, plans, or programs ❑ ❑ ❑ regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities? a) Conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the performance athe circulation system, taking into account all modes of transportation including mass transit and non-motorized travel and relevant components of the circulation system, including but not limited to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit? Less Than Significant Impact. A Vehicle Miles Traveled Screening Assessment was prepared by K2 Traffic Englneering Inc to evaluate the trip generation for the proposed 48-unit Condominium Project. Site access will be provided by One proposed Ross Drive at Gerald Ford Drive between Rembrand[ Parkway and Shepherd Lane. In accordance with the project screening methodologies listed in the County of Riverside Transportadon Analysis Guidelines for Level of Service and Vehicle Milan Traw letl rated December 2020, the Pmpased Project is categoraed as a small project of low-rise multi-family with less than 147 dwelling units and would not conflict with any applicable plan. Therefore, impacts would be lass than signRcant. a.00 wean Osve" um ngxt aureate ah spite Di . ISWq Mpumx02t b) Conflict with an applicable congestion management program, including, but not limited to, level of service standards and travel demand measures, or other standards established by the county congestion management agency for designated roads or highways? Less Than Significant. The County Congestion Management Plan (CMP) requires a LOS E or better for regional roadways. Project traffic is not expected to conflict with the CMP. The Project and background traffic will not exceed City level of service standards or travel demand measures, or other standards established by the City or Riverside County Transportation Commission (RCTC) for designated roads or highways. The General Plan would maintain the level of service standard (LOS E) for CMP Intersections and roadways within the City of Palm Cased. The Proposed Project density Is wall below that analyzed In the General Plan EIR and can therefore be considered consistent with its analysis. Following the payment of required fees such as TUMF and DIF, less than signlflcand impacts are anticipated relative to the CMP. c) Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks? No Impact A significant impact would occur if the Proposed Project would cause a change in air traffic patterns that would result in a substantial safety risk.The Proposed Project does not include any aviation-related uses and would have no airport Impact. It would also not require any modification of flight paths for the existing airport. The Proposed Project will not result In dired impact to air traffic. Therefore, no impad would occur. d) Substantially Increase hazards due to a design feature(e.g., sharp curves or dangerous Insurrections) or Incompatible uses (e.g., farm equipment)? No Impact A significant impact may occur if the Proposed Project includes new roadway design or introduces a new land use or features into an area with specific transportation requirements and characteristics that have not been previously experienced in that area, or if Project Site access or other features were designed In such a way as to create hazardous conditions. The Proposed ProjWwould not Include unusual or hazardous design features. Therefore, no impacts would occur. e) Result In Inadequate emergency amass? Less Than Significant Impact. A significant impact may occur if the Project design would not provide emergency access meeting the requirements of the City of Palm Desert, or in any other way threatened the ability of emergency vehicles to access and serve the Pooled Site or adjacent uses. The Project Site Is not located In a chancier route. Development of the Project Site may require temporary sail partial street closures due to construction activities. Nonetheless, while such closures may cause temporary inconvenience, they would not be expected to substantially interfere with emergency response or evacuation plans. The Proposed Project would not cause permanent alterations to vehicular circulation muss and peal impede public access or travel Inieel srwx Cordr m Fg eiea® city o ponDini upon public rights-of-way. Further, the Proposed Project would be devebped in a manner that satis(es the emeryency response requirements of the City. There are no haurdous design features included in the access design or site plan for the Proposed Project that could impede emergency access. Therefore, the Proposed Project would not be expected to result in inadequate emergency access and impacts would be less than signficant Q Conflict with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or sarety of such facilities? No Impact. A significant Impact may occur If the Proposed Project would conflct with adopted policies or Involve mortification of existing alternative transportation facilities located on- or off- site. The Proposed Project would not require the disruption of public transportation services or the alteration of public transportation mutes. The incremental transit rulers resulting from the Proposed Pmect are not anticpated to result in a significant impact on transit lines serving the area. Since the Proposed Project would not moldy or conflict with any alternative transportation policies, plans or programs, it would have no impact on such programsu sI mueiswq comm,i srty.n amen cih anwnntmi XVIII. Tribal Cultural Resources Would flat Proect cause a substantial adverse change in Me significance of a tribal cultured resource, defined in Public Resources Coda section 21074 as order and. Nature, place, cu@urel landscape that is geographically defined in terms of Me size and scope of the landscape, sacred place, or object with cullural value to a Califomia Native American Mbe, and that is: Lee Man Significant PoteMlally with Leas Than Significant Shal on Significant Impact Incorporated Impact No Impact a. Listed a aIigiblafair listing In the Cal ifomia Register p ® p p of Historical Resources, or In a local register of historical resources as defined In Public Resources Code section 5020.1(k), or In. Aaaouru determined by Me lead agency, in her p p ® p discretion and supported by Substantial evidence, to be significant pureumstocdlerlasat form In subdivision (C) of Public Resources Cope Sedbn 5024.1. In applying the crowd set forth In subdivision Id a Public Resource Code Section 5024.1. the lead agency shall consider the significance of the resource to a California Native American tribe. a) Would the Project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Cade section 21074 as either a she, feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or abject with cultural value to a California Native American tribe, and that is: Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code section 5020.1 (k)4 Less Than Significant with Mitigation Incorporated Public Resources Code Section 210842 establishes that "[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' A Project would Cause a substantial adverse change in the significance of a tribal cultural resource birth cultural value to a California Native American tribe if such resource is listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code section 5020.1(k), or N such resource Is determined by the lead agency, In be discretion and supported by substantial evidence, to be sinta deerade wpe u Cmnn Pr aAneet city ofpr d meat significant pursuant to criteria set forth in subdivision (c) of Public Resources Code Section 5024.1. PRC 5024.1(c) states that "[a] resource may be listed as an historical resource in the California Register if it meets any of the following National Register of Historic Places criteria: 1. Is associated with events tat have made a significant contribution to the broad patlems of Celgromim'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 metiwtl of consi uction, or represents the work died important creative individual, or possesses high artistic values. 4. Has yielded, a may be likely to yield, Inhomlation Important In prehistory or history. BicCulturel, was retained to research the prior archaeological studies recorded in the project vicinity and perform a sltaspecific cultural resources investigation report forte Proposed Project Sbe. The Guttural Resources Assessment Report includes a detailed description of the regional prehistory and ethrwgrephy of Palm Cased. The Cultural Resources Assessment Rupert concluded that no previously or newly recorded resources were identified during either the records search or the field survey. Based on these findings, BpCulturel concluded that no further cultural resources studies are recommended. However, it is possible that unknown mbal cultural resources multi be discovered on the Project Site, and if proper care is not taken during consiruction,damage to or destruction of these unknown remains could occur. Mitigation Measure TCR-1 has been incorporated because the presence or absence of such materials cannot be determined until the site Is excavated. Periodic monitoring during construction Is requlmd to Identify any previously unidentified archaeological resources uncovered by Project construction activity. With the implementation of Mitigation Measure TCR-1, potential impacts to tribal cultural resources would be less than significant. b) Would the Project cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code section 21074 as either a site, feature, place, cultural landscape that is geographically defined In terms of to size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is: 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 Public Resources Code Section 5024.1. In applying the criteria set forth In subdivision to) of Public Resource Code Section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe? Less Than Significant Impact. The Public Resources Code requires a lead agency to consult with any California Native Amebcad Vibe that requests consultation and Is tradh onally and culturally affiliated with the geographic area of a Proposed Project. Basetl on the Project Site's lack of any known Native Amended msources or cultural or sacred sides, the probability for the discovery of a known site, Nature, place, ahural landscape, sacred place, or object with cultural value to a Celifamis Native American Tribe is considered law. Notwithstanding the lack of evidence of archaeological resources within the Project area, mitigation measures TCR-1 is recommentled to address the discovery of inaMertent finds. With the mitigation measures sieelSWirsi q u dWm,num Rxq PxaE@ city rnnsuai referenced above, impacts to tribal cultural resources would be less than significant during Project construction. Mitigation Measure: TCR-1: A Trearnent and Dispositicn Plan (TDP) shall be established, in good faith consultation with all relevant Parties, prior to the commencement of any and all ground-disturbing activities far the project, including any archaeobgicel testing. The TDP will provitle details regarding the process for In-field treatment of Inadvertent discoveries and the disposition of inadvertently discovered non-fbneary resources. Inadvertent discoveries of human remains andfor funerary objecps) are subject to California State Health and Safety Cade Section 7050.5, and the subsequent disposition of those discoveries shall be decided by the Most Likely Descendent (MLD), as determined by the Native American Heritage Commission (Ni should those findings be determined as Native American In origin. mania SWq au Mii Rgxi eTaaN city ofRupueDi XIX. Utilities and Service Systems Less man Significant Potentially with tees man Significant Ningason significant Impact IncoroorabE Impact NOVA Would the Project: a. Require or result in the relocation or construction of ❑ ❑ ® ❑ new or expanded water, wastewater treatment or storm water drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of winch could cause significant environmental effects? In. Have sufficient water supplies available to serve the ❑ ❑ ® ❑ Project and reasonably foreseeable future development during normal, dry and multiple dry years? c. Result in a determination by the wastewater ❑ ❑ ® ❑ treatment provider which serves or may serve the Project that it has adequate capacity to serve the Project's Projected demand in scheme to the provider's existing commitments? d. Generate solid waste in excess of State or Intel ❑ ❑ ® ❑ standards. o s of the capacity of local infiastructure,orotherwise impair the allainment of solid waste reduction goals? e. Comply with federal. state, and kcal management ❑ ❑ ® ❑ and reduction statutes and regulations related to solid waste? a) Require or result in the relocation or construction of new or expanded water,wastewater treatment or storm water drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental sffacts? Less Than Significant Impact The Project falls under the jurisdiction of the Coachella Valley Water ❑Istrid (CVW❑) wastewater Service area. CMD has developed a Sewer System Management Plan (SSMP) pursuant to the State Water Resources Control Board Omer No.200E 0003, Statewide General Waste Discharge Requirements (WDR) for Sanitary Sewer Systems. The primary goal of file SSMP is to minimize frequency and seventy of Sanitary Sewer OVemows (SSOs). The SSMP will cover the management, planning, design, and operation and maintenance of the District's sanitary sewer system. The wastewater system serves approximately 265,000 customers. The system collects municipal waste from residersal and commercial users, delivering the collected! wastewater to one of six Wastewater Reclamation Plants. The system includes approximaey 1,100 miles of sewer, M In stations and approximately 17,000 manholes. Soon untiewqommn,cmm Peend pmeu cry apple Dowwi The Project proposes a multi-family residential development comprised of 48condominium whits will result in an increase in wastewater Mows. The infrastructure and design components for the Project will be consistent with CMD requirements and water management plan. The Project will also be reviewed by CMD and City shut to assure compliance with all cument and applicable wastewater treatment requirements. Therefore, the Project is not expected to exceed wastewater treatment requirements of the Regional Water Quality Control Board Less than significant impacts are expected. b) Have suit clent water supplies available to same the Project and reasonably foreseeable future development during normal, dry and multiple dry years? Less Than Significant Impact A significant Impact may occur if a Project would increase water consumption W such a degree that new water sources would need to be identified City General Plan policies required that any water infrastructure necessary W as"Me site would be financed and constructed by the Project. Based on the District's present system capacity and planned improvement Projects, sufficient water facilities are available to serve the Project and the construction of new facilities or the expansion of existing facilities will not be required. Wastewater flows are discharged to local collector and lateral sewer lines for conveyance to trunk mainlines. The wastewater generated by the Project Site will be collectetl by the Districts and conveyed for treatment. The County Sanitation Districts will be provided copies of the proposed plans for review, in order to detettnine if adequate capacity exists within the District's wastewater treatment facilities to serve the development and if District's facilities multi be impacted. Additionally, Palm Desert Munidpal Code, requlres that all new buildings constructed for human occupancy In the City of Palm Desert be connected to a public sewer unless the parcel complies with Samuel Plan. Therefore, the Proposed Project would not require a result in the construction of new water or wastewater treatment facilities and impacts would be less than significant. c) Result to a determination by the wastewater treatment provider which serves or may serve the Project that it has adequate capacity to serve the Project's Projected demand in addition to the provider's existing commitments? Less Than Significant Impact. Aagn leant Impact would occur If a Project exceeds wastewater treatment requirements of the applicable Regional Water Quality Control Board. Section 1ffi80 of the California Water Code states that persons discharging or proposing to discharge waste that could affect Me quality of the waters of the State, other than into a community sewer system, shall file a Report of Waste Discharge (ROWD) containing information which may be required by the appropriate Regional Water Quality Control BoaN (RWQCB). The RWQCB then authorizes an NPDES permit that ensures compliance with wastewater treatment and discharge requirements. Wastewater from the Project Site is conveyed via municipal sewage infrastructure. Wastewater from the Project Site is and multi continue to be treated according to the wastewater treatment requirements enforced by the RWQCB. Therefore, a less than significant impact would occur. mueisim Ckma i��m PAgn PAosars cih of pmiDi all Generate solid waste in excess of State or local standards, or In excess of the capacity of local intaslmdun, or otherwise impair the attainment of solid waste reducion goals? Less Than Significant Impact A significant impact may occur if a Projectwere to increase solid waste generation to a degree such that the existing and Projected landfill capacity would be insufficient to accommodate the additional sold waste. Stam law (AS 341) currently requires at least 50% solid waste diversion and establishes a state-wide goal of not less then 75% of solid waste generated be source reduced, recycled or composted by the year 2020. Moreover, state law requires mandatory commercial recycing in all businesses antl multi-family complexes and imposes additional regarding requirements on local agencies. The Proposed Project would follow all applicable solid waste policies and objectives that are required by law, stable, or regulation. Under the requirements of the haulers AS 939 Compliance Permit from the Bureau of Saturation, all construction debris would be delivered to a Central Construction and Demolition Waste Processing Facility. In compliance with AS 341, recycling bins shall be provided at appropriate locations to promote recycling of paper, metal, glass and other recyclable material. These bins shall be emptied and recycled accordingly as a pad of the Proposed Projed's regular solid waste disposal program. Therefore, compliance with City Ordinances associated with minimizing water usage, impacts to water supplies will be reduced to a lass flan significant level. a) Comply with formal, state, and local management and reduction statutes and regulations related to solid waste? Less Than Significant Impact. Solidi waste management in the Stale is primarily guided by the California Integrated Waste Management Ad of 1989 (AS 939), which emphasizes resource conservation through reduction, recycling, and reuse of solid waste. The Palm Desert Municipal Code mandates that all residenbal developments wimin the City limits maintain mash service with the city's franchise. The Proposed Project will be required to participate in regional source reduction and recycling programs further reducing the amount of solid waste to be disposed of. In order for the County San moon Districts to conform to the requirements of the Federal Clean Air Ad (CAA), the capacities of the Districts' wastewater treatment facilities are based on the regional growth forecast adopted by SCAG. Specific polides included in the development ad the SCAG regional growth forecast are incorporated into dean air plans, which are prepared by the SCAQMD and the CVAQMD in order to improve air quality in the South Coast and Coachella Valley Air Basins as mandated bythe CCA. All expansions came Districts'facilities must be sized and service phased in a manner that will be consistent with the SCAG regional growth forecasts. The Proposed Project will therefore comply with Federal, State and local statutes and will not result in any significant impacts relatetl ro send waste. InitielSWdi cutlom,num Pr x PAWN CIIy N4ParnD lo; XX. Wildfire Use?Lan Significant Portga lly with bass Man Significant Mitigation Significant Impact Incorporated Impact Now Would the Project: a. Substantially Impair an adopted emergency ❑ ❑ ❑ response plan or emergency svacuatlon plan? S. Due to slope, prevailing winds, and other factors, ❑ ❑ ❑ exacerbate wildfire risks, and thereby expose Project occupants to, Pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire? c. Require the installation or maintenance of ❑ ❑infrastructure infraacture (such as roads, fuel breaks, emergency water sources, power lines or other utilities) Nat may exacerbate fire risk or that may result In temporary or ongoing Impacts to Me environment? d. Expose People or structures to significant risks, ❑ ❑ ❑ including downslope or downstream flooding or landslides, as a result of moot(, post-fire slope instability, or drainage changes? Responses from a. through d: No Impact. A potential signiii impact upon wildfire hazards could occur if the Project Ste were to be located on state responsibility areas or lands classified as very high fire hazard severity zones. A review of the Cellfomla Fire Hazard Severity Database was conducted, which revealed that the Proposed Project Sitar is not located within a state responsibility area or land classified as a very high fire hazard severity zone. Therefore, this checklist question is not applicable to the Pmppsed Project and no impact would occur. ew sw orn ca,wamou,n w PAMU cite wnwr at XXI. Mandatory Findings of Significance Less than Significant Potentially with Less non Significant MMgadon Significant Impact InwyxwwWd Impact No Impact a. Does Me Project have the potential to substantially ❑ ® ❑ ❑ degmtle the quality of the v end substantially reduce the habitat of a fish or a tltllffe species, cause a fish or wildlife population to drop below stifalustaining levels, threaten to eliminate a plant or animal community,substantially reduce Me umber or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major Parody of California hisbry or publicity? b. Does the Project have impacts that are individually ❑ ® ❑ ❑ limited, but cumulativelyconsiderable? ("Cumulatively considerable" means that Me ental effects of a Project a considerable when viewed in connection with the chance; of past Projects, Me effects of other current Projects, and the effects of probable future Projects)? c. Does the Protect have environmental effects which p ® p p will cause substantial adverse effects on human hall Minor directly or indirectly? a) Does the Project have the potential to substantially degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, substantially reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? Less Than Significant with Mitigation Incorporated. A significant impact would occur only if the Proposed Project results in potentially significant impacts for any of Me above issues. The Proposed Project Is located In an urban area and would have no unmitigated significant impacts with respect to blologlpl resources or Califomla's history or pre-history. As noted In the analysis above, the Project Site is vacant, howl it do" not support any substantial habitat of a fish or wildlife species. No native vegetation exists on the Project Site. Compliance with standard regulatory compliance measures would reduce potential impacts upon migratory, birri species, should construction commence during the lowering season. Additionally, although no known direct Impacts to historic resources are anticipated, compliance with existing regulations and Mitigation Measures CUL-1 and CUL-2 would ensure any impacts upon cultural resources are at a less than significant level in the unlikely event any such historic, or archaeological materials are accidentally discovered during the construction process. Sant D excess reassesses Fewer PPOEW Cry a noun Down With reaped to paleontological resources, Mitigation CR-1 and CR-2 has been incorporated. Excavations that extend down below five fee may encounter significant fossil vertebrate specimens. Any substantial excavations below the uppenncsl layers in the Proposed Project area is required to be monitored closely to quickly and professionally recover any fossil remains discovered while not impeding development With adherence to regulatory compliance measures and Mitigation Measure MM-BIO-1 and BIO-3, any impacts to biological resources and hydrology would be mitigated to a less-than-signifcanl level. Therefore, with mitigation and adherence to regulatory compliance measures, the Proposed Project would not have the potential to cegretle the quality of the environment, reduce or threaten any fish or wildlife species (endangered or otherwise), or eliminate important examples of the major periods of California history or pre- history. b) Does the Project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incramental effects of a Project are considerable when viewed in connection with the effects of past Projects, the effects of other current Projton, and the effects of probable future Projects)? Less than Significant with Mitigation Incorporated. A significant impact may occur if the Proposed Project, In conjunction with other relatetl Planners in the area of the Project Site, would result in impacts that would be less than significant when viewed separately, but would be significant when viewed together. As concluded in this analysis, the Proposed Projects incremental contribution to cumulative impacts relatetl W aesthetics, agriwlture and forestry resources, air quality, biological resources, cultual resources, geology/soils, greenhouse gas emissions, hazarlorgazardous materials, hydrology/water quality, land use/planning, mineral resources, noise, population/housing, public services, recreation, transportation/traffic, utilities, total cultural resources, and wildland fire hazards would be less than significant with the Incorporation of mitigation measures BI0-1, Ell BIO-3, CR-1, CR-2, NOI-1, and TCR-I. As such, the Proposed Projects contribution to cumulative Impacts would be less than significant. c) Does the Project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? Less Than Significant with Mitigation Incorporated. A significant Impact may occur Rthe Proposed Project has the potential to result in significant impacts, as discussed in the preceding sections. Based on the preceding environmental analysis, the Proposed! Project would not have significant environmental effects on human beings, either directly or Indirectly after mitigator Thus, with mitigation measure NOI-1, any potentially significant impacts to humans would be less than significant. ISli tiela ubwa Co✓bmnium Prtycr PAOEO Cly ofpn„Di Section 5. Preparers and Persons Consulted Lead Agency City of Palm Desert Planning Division 73510 Fred Waring Dnve Palm Desert, CA MR Project Applicant Desert Luxury Apartment LLC 2755 S. Nellis Blvd., Suite #10, Las Vegas, NV 89121 Environmental Consultant Elevated Entitlements 280 E. Thousand Oaks Blvd. Suite H Thousand Oaks, CA 91350 Architect Circa Domini International, LLC 1 M20 Blake Parkway, Suite 00 Irvine, CA 92618 Biologist Elevated Entitlements 280 E. Thousand Oaks Blvd. Suite H Thousand Oaks, CA 91360 Cultural Consultant BicCultural contect@bioculturu.nst 323-WM481 sino Bat C Mnum Rgxi PAGE" clly Ngyueal3iet MITIGATION MONITORING AND REPORTING PROGRAM Mitigation Measure Monitoring Monitoring/Repording Monitoring Responsibility Anion IS Schedule Compliance Complete (Name/Date) I lnlogiol Resources Blo-l: Preqnsetruction Sunni to Planning Avoid lmpacnte Nesting BlMs Division In orderto avoid impacting nerting birds, voidance of project-related disturbance during the nesting season would be required )generally from approximately February 1 to August 31j. N[erna ly, nesting birdsurveys; conducted by a qualified biologist immediately prior to project related disturbance during the nesting season would be required If nerting birds are present, no work would be permitted near the nest until young have fledged. While there is no established protocol for nest avoidance, when consuned, the CDFW generally recommends avoidance buffers of about 500 feet for blydsnof-prey, and 100-300 feet for songbirds. The implementation of this mitigation measure may be conducted in concurrence with the Burrowing Owl preiconst uctmn surveys, which would also ensure avoidance of other protected bird species such as the Loggerhead Shrike and Le Contel thrasher,which have a potential to occur on the site. BIO-2: Pre<mnructlan Surveys for Planning Burrowing Owls Division Impacts to this species, if present on the site, can be accomplished by take voidance (pre<onstructionj surveys. CDFW recommends two take avoidance rveys.The first shall occur between 14 and 30 days prior to ground disturbance and the second within 24 hours of ground disturbance. If owls are looted on the Project Site, cenducting the first clearance survey 14 to 30 days prior to ground disturbance enables the project proponent to consult with CDFW to MITIGATION MONITORING AND REPORTING PROGRAM determine what course of action is needed, such as the use of exclusion devices(if appRczble) to discourage owls from using burrows that are believed to he In jeopardy of being Imparted by implementation of the humbect. Eli Mitigation far Impacts to Planning Vegetation Community(Hal l Division The following mitigation Measure Is proposed to offset impacts to disturbed native scmb hamtat on the project site: The Project shall limit disturbance to the approved Project Development Footprint, Minimize Impacts to adjacent natural areas; The Project shall implement dust and enodon control to indirect temporary Impacts to minimize vegetation communities; The Project shall control Invasive and non-native plant species to reduce the potemial for these speciesto spread to adjacent vegetation communities; The Applicant shall coordinate with the City regarding the Landscape Plan for the development and shall plant applicable native plants as part of the Project andscaping; The Applicant shall pay the most current CVMSHCP Mitigation Fee to the CRY. The Project Site Has within the boundaries of the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) and Is, therefore, subject to per residential unit fees. The precise amount shall he determined by the City of Palm Desert and is based upon the fee requirements at the time of approval. In addition to the implementation of the recommended mitigation measures discussed above, the payment of the mitigation fee to the City would offset impacts to species that re not covered under the CVMSHCP and therefore, the project would have less than significant adverse impacts to MITIGATION MONITORING AND REPORTING PROGRAM biological resources beyond the confines of the Proposed Project development. CUL-1: If during the worse of grading or Planning construction, artifacts or other cultural Division re discovered, all grading on the site be halted and the applicant shall immediately notify the City Planner. A qualified archaeologist shall be called to the site by, and at the cost of, the applicant to identify the resource and emended mitigation if the resource is culturally significant The archaeologist shall be required to provide copies of any studies or reports to the Eastern Information Center for the State of California located at the university of CaIHomIa Riverside and the Aqua Caliente Tribal Historic Preservation Mee(THING) for permanent inclusion In the Ague Caliente Cultural Register CUL-d: The presence of an approved Planning Native American Cultural Resource Division Monitors) shall be required 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 qualged archaeologist (Secretary of the mashers Standards and Guidelines)to investigate and, if necessary, prepare a mitigation plan for submission to the State Historic Preservation Office and the Ague Caliente Tribal Historic Preservaion Office QHPO).The archaeologist shall be required to provide copies of any studies or reports to the Eastern Information Center for the State of California located at the University of Riverside and the Ague Caliente THPO for permanent inclusion in the Ague Caliente Cultural Register. NOI-1: For all construction-rely ed Planning activities, noise attenuation techniques belfiniques Division MITIGATION MONITORING AND REPORTING PROGRAM shall be employed, as appropriate, to reducenolse levelstgtheementfeasible during the construction phase. The following noise attenuation techniques shall be Incorporated to reduce potential impacts of construction noise: • Ensure that construction equipment is equipped with properly operating and maintained mufflers consistent with manufacturers standards. Place n lse-generating construction equipment and locate construction staging areas assay from sensitive receptors,where feasible. Schedule high noise-producing activities between the boom of 7:00 a.m. and 5.00 p.m. to minimize disruption to sensitive receptors. • Implement noise attenuation measures tothe extentfeasible,which mayinclude, but are not Timid to, temporary noise bamlers or noise blankets around stationary construction nacre sources. • Use electric air compressors and similar power tools rather than diesel equipment, where feasible. • All stationary construction equipment leg., air compressor, generators, Impact wrenches, etc.) shall be operated as far way from residential uses as possible and shall be shielded with temporary sound barriers, sound aprons or sound skins. Construction-related equipment, including heavy-duty equipment, motor vehicles, and portable equipment, shall he turned off when not in use for more than 30 minutes. • During all construction activities, the job superintendent shall limit all construction-related activities to between the boom 6:30 a.m. and 8:00 p.m. Monday through Saturday. Clearly post construction hours, allowable workdays, and the phone umber of the jab superintendent at all construction entrances to allow the surrounding property owners/occupants MITIGATION MONITORING AND REPORTING PROGRAM to contact the job superintendem. IT the CRY Or The job superintendent recelves a complaint, the superintendent shall investigate, take appropriate wrzeRive anions and report the actlons to the complainant. Tribal Cuhulal Remulces TCRI A Treatment and Disposition Plan Planning (TOP) shall be established, In good faith Division consultation with all relevant Parties, prior to the commencement of any and all ground-disturbing activities for the project, including any archaeological testing. The TOP will provide details regarding the process for In-field treatment of inadvertent discoveries and the disposition of inalvertemly discovered on-funerary resources Inadvertent discoveries of human mains and/or funerary objects) are subject to California State Health and Safety Code Section 7050.5, and the subsequent dispositlon of those discoveries shall be decided by the Most Likely Descendent (MILD), as determined by the Native American Heritage Commission hill should those findings be determined as Native American In origin. NOTIC OF INT❑NT TO ADOPT A N❑GATIV❑ D❑CLARATION❑ MITIGAT❑D N-IGATIV❑ D❑CLARATION NotiCb is hereby gil bn that the ❑ubli❑agenEy named below has Fbmdeted an Initial Study oFthe FbIlowing described Fioralt at the Following lonation❑ Publi❑Agengr❑ City o[Palm Desert PrOaCt Name[] PIP ❑❑M❑❑❑7PM FF ��C-and GPA ❑®❑❑❑ Santa Barbara Condominiums Pro[Vt Des[TiFtion❑ The ❑-oCaLt includes a Change o❑❑one xom dLb M❑dwelling units uor a❑-e to twelub CID❑❑dwelling units CCer a❑-e, a General Plan Amendment, a Predse Plan a❑diFbtion, TentatiFb Par❑el Mall ❑❑❑❑❑, and a Mitigated NegatiCb Declaration br enCironmentalr❑oses❑ The deCblolinent o❑the 11ro@Ct is on a ❑®❑FAore ❑ar❑el❑The ❑orals will be built in two Ehases with Phase One -onsisting o❑F ur IT111twoltory buildings, with bur M❑units in each, to ted along Gerald Ford Dribb and the ❑enter o❑the ❑O@C3, and Lour III ii i singleC$tory dude❑ buildings IoCbted in the rear o❑the ❑o❑erty, totaling twenty [our M❑❑units❑Phase One also includes a reFTeation clubhouse and ❑ool❑ Phase Two would reLkjate Phase One❑The residential FroALI is designed with one mess ❑Dint whiEh is a shared driCbway o Gerald Ford Dribb that allows a right turn in and a right turn out[] ProCaCt Lo motion- Identiq APN❑❑❑❑M❑❑M❑❑ street address and Cross streets or attaLh a ma❑ LoCbted on the southwest Corner o❑Gerald Ford Drib and SheFherd Lane showing C7o[62 site (preferably a USGS 15' or 7 1/2' topographical map identi ied by quadrangle nameM This Initial Study was completed in accordance with the Lead Agency's Guidelines for Implementing the Cali®rnia Endronmental ❑ualityAEVIThis Initial Study was undertaCen ®rthe ❑ur❑ose o❑deliding whether the C7o@Ct may haCb a signilElant eFre, t on the en❑ronment❑On the basis o❑suCh Initial Study, the Lead Agency's Staff has concluded that the project will not have a significant effect on the environment, and has there care ce[lared a Dra t Mitigated Negati a Declaration ]The Initial Study reEbEts the inde endent udgment o❑the Lead Agen❑y❑ ❑ The Prole Et site IS on a list CbmElled ❑ursuant to Go❑ernment Code se tion ❑❑❑❑❑M❑ ® The ProAE1 site IS NOT on a list ❑omElled ❑ursuant to GoEl3mment Code section ❑❑❑❑❑M❑ ❑ The ❑o❑osed ❑oieEt IS Cbnsidered a CroAE1 o❑statewide, regional or area wide signiM33nC1B❑ ® The ❑o❑osed ❑oieEt IS NOT Considered a ❑oieEt o❑statewide, regional or area wide signi11:an1Je❑ ❑ The ❑-o❑osed ❑o,leit WILL a'lre�F-t highways or other CaEilities under the arisdiEtion oche State De❑artment o❑Trans❑ortation❑ ® The ❑-o❑osed ❑-oelt WILL NOT aEoEt highways or other Fadlities under the arisdiCtion oche State De❑artment o❑Trans❑ortation❑ ❑ A sCb❑ng meeting WILL be held by the Lead Agen[q❑ ® A sCb❑ng meeting WILL NOT be held by the Lead AgenEyll 111the 17oraFt meets the Criteria re❑uiring the sCbEing meeting, or i❑the agenEy Coluntarily elects to hold sum a meeting, the date, time and IoEation o❑the sCoEing meeting are as ®flows❑ Date[] Time❑ LoFbtion❑ NOI to Adopt Neg.Dec.,Mit.Neg.Dec. I FORM"D" Coles o[the Initial Study, teEhninal re❑orts, and Drart Mitigated Negati[b Declaration are on rile and are available for public review at the Lead Agency's office, located at: 73❑❑❑Fred Waring DriCb, Palm Desert, CA ❑❑❑❑❑ ContaLt ❑edn Swartq AssoJate Planner at Cswartm LJtyoF-almdesertiorg [or ❑uestions regarding the ❑-o❑osed ❑-o[62 or to obtain an eleLtroni❑I-Opy oLthe Mitigated Ne ati❑e Declaration❑ Lead Agen❑y address❑❑❑❑❑❑Fred Waring Dri❑e, Palm Desert, CA ❑❑❑❑❑ Comments will be reCbi❑ed irom❑August ❑❑, ❑❑❑❑-Se[tember ❑, ❑❑❑❑ Any ❑erson wishing to Cbmment on this matter must submit suEh Comments, in writing, to the Lead Agen❑y on or ❑rior to August q [][][][][]Comments o❑all Res❑onsible AgenJes are also re❑uested❑ NOI to Adopt Neg.Dec.,Mit.Neg.Dec. 2 FORM"D" The Lead AgenEy will initially Consider the ❑oreEt and the Dram Mitigated NegatiCe Declaration at its Planning Commission meeting on[] Date August ❑q ❑❑❑❑ Time❑ ❑®❑❑M The City Coundl will then [bnsider the ❑O@[t and the Final Mitigated Negati[b Declaration at ature date[]I❑ the Lead AgenEy [Inds that the EirobEt will not ha[b a signi[]-713nt eFrli�❑t on the enEironment a[tler the in❑or-oration orinitigation measures, it may adoEt the 11ro❑osed Mitigated Negati❑e Declaration and a❑ilro❑e the Cro@Ct❑This means that the Lead AgenEy may [ToCbed to [bnsider the ❑ora[t without the Eire❑aration o❑ an EnEironmental Im_a t Re❑ort- Date ReCbiCbd Cbr Filing❑ ❑edn Swart[] Sta [CIer❑Stam❑Here[] Assodate Planner Title NOI to Adopt Neg.Dec.,Mit.Neg.Dec. 3 FORM"D" MITIGATION MONITORING AND REPORTING PROGRAM Mitigation Measure Monitoring Monitoring/Reporting Monitoring Responsibility Action &Schedule Compliance Complete (Name/Date) Biological Resources BIO-1: Pre-construction Surveys to Planning Avoid Impacts to Nesting Birds Division In orderto avoid impacting nesting birds, avoidance of project-related disturbance during the nesting season would be required (generally from approximately February 1 to August 31). Alternatively, nesting bird surveys conducted by a qualified biologist immediately prior to project related disturbance during the nesting season would be required. If nesting birds are present, no work would be permitted 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 100-300 feet for songbirds. The implementation of this mitigation measure may be conducted in concurrence with the Burrowing Owl pre-construction surveys, which would also ensure avoidance of other protected bird species such as the Loggerhead Shrike and Le Conte's thrasher,which have a potential to occur on the site. BIO-2: Pre-construction Surveys for Planning Burrowing Owls Division Impacts to this species, if present on the site, can be accomplished by take avoidance (pre-construction) surveys. CDFW recommends two take avoidance surveys. The first shall occur between 14 and 30 days prior to ground disturbance and the second within 24 hours of ground disturbance. If owls are located on the Project Site, conducting the first clearance survey 14 to 30 days prior to ground disturbance enables the project proponent to consult with CDFW to MITIGATION MONITORING AND REPORTING PROGRAM determine what course of action is needed, such as the use of exclusion devices (if applicable)to discourage owls from using burrows that are believed to be in jeopardy of being impacted by implementation of the project. BIO-3: Mitigation for Impacts to Planning Vegetation Community(Habitat) Division The following mitigation Measure is proposed to offset impacts to disturbed native scrub habitat on the project site: • The Project shall limit disturbance to the approved Project Development Footprint, Minimize impacts to adjacent natural areas; • The Project shall implement dust and erosion control measures to minimize indirect temporary impacts to adjacent vegetation communities; • The Project shall control invasive and non-native plant species to reduce the potential for these species to spread to adjacent vegetation communities; • The Applicant shall coordinate with the City regarding the Landscape Plan for the development and shall plant applicable native plants as part of the Project landscaping; • The Applicant shall pay the most current CVMSHCP Mitigation Fee to the City. The Project Site lies within the boundaries of the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) and is, therefore, subject to per residential unit fees. The precise amount shall be determined by the City of Palm Desert and is based upon the fee requirements at the time of approval. In addition to the implementation of the recommended mitigation measures discussed above, the payment of the mitigation fee to the City would offset impacts to species that are not covered under the CVMSHCP and therefore, the project would have less than significant adverse impacts to MITIGATION MONITORING AND REPORTING PROGRAM biological resources beyond the confines of the Proposed Project development. Cultural Rasourc CUL-1: If during the course of grading or Planning construction, artifacts or other cultural Division resources are discovered, all grading on the site shall be halted and the applicant shall immediately notify the City Planner. A qualified archaeologist shall be called to the site by, and at the cost of, the applicant to identify the resource and recommended mitigation if the resource is culturally significant.The archaeologist shall be required to provide copies of any studies or reports to the Eastern Information Center for the State of California located at the University of California Riverside and the Aqua Caliente Tribal Historic Preservation Office (THPO) for permanent inclusion in the Agua Caliente Cultural Register CUL-2: The presence of an approved Planning Native American Cultural Resource Division Monitor(s) shall be required 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 Interiors Standards and Guidelines) to investigate and, if necessary, prepare a mitigation plan for submission to the State Historic Preservation Office and the Agua Caliente Tribal Historic Preservation Office (THPO). The archaeologist shall be required to provide copies of any studies or reports to the Eastern Information Center for the State of California located at the University of Riverside and the Agua Caliente THPO for permanent inclusion in the Agua Caliente Cultural Register. Noise NOI-1: For all construction-related Planning activities, noise attenuation techniques Division MITIGATION MONITORING AND REPORTING PROGRAM shall be employed, as appropriate, to reduce noise levels to the extent feasible during the construction phase. The following noise attenuation techniques shall be incorporated to reduce potential impacts of construction noise: • Ensure that construction equipment is equipped with properly operating and maintained mufflers consistent with manufacturer's standards. Place noise-generating construction equipment and locate construction staging areas away from sensitive receptors,where feasible. Schedule high noise-producing activities between the hours of 7:00 a.m. and 5:00 p.m. to minimize disruption to sensitive receptors. • Implement noise attenuation measures to the extent feasible,which may include, but are not limited to, temporary noise barriers or noise blankets around stationary construction noise sources. • Use electric aircompressors and similar power tools rather than diesel equipment,where feasible. • All stationary construction equipment (e.g., air compressor, generators, impact wrenches, etc.) shall be operated as far away from residential uses as possible and shall be shielded with temporary sound barriers, sound aprons or sound skins. Construction-related equipment, including heavy-duty equipment, motor vehicles, and portable equipment, shall be turned off when not in use for more than 30 minutes. • During all construction activities, the job superintendent shall limit all construction-related activities to between the hours 6:30 a.m. and 8:00 p.m. Monday through Saturday. • Clearly post construction hours, allowable workdays, and the phone number of the job superintendent at all construction entrances to allow the surrounding property owners/occupants MITIGATION MONITORING AND REPORTING PROGRAM to contact the job superintendent. If the City or the job superintendent receives a complaint, the superintendent shall investigate, take appropriate corrective actions and report the actions to the complainant. Tribal Cultural Res TCR-1: A Treatment and Disposition Plan Planning (TDP) shall be established, in good faith Division consultation with all relevant Parties, prior to the commencement of any and all ground-disturbing activities for the project, including any archaeological testing. The TOP will provide details regarding the process for in-field treatment of inadvertent discoveries and the disposition of inadvertently discovered non-funerary resources. Inadvertent discoveries of human remains and/or funerary object(s) are subject to California State Health and Safety Code Section 7050.5, and the subsequent disposition of those discoveries shall be decided by the Most Likely Descendent (MILD), as determined by the Native American Heritage Commission (NAHC), should those findings be determined as Native American in origin. K2 TRAFFIC ENfi1NEERIN6. Inc- Trzifis Control.Signal.SyncM1ronlxalion.Varking.Study August 10, 2021 Sam Guanci c/o. Bill Ross, Quality Choice Construction 2755 S. Nellis Blvd. Suite #10 Las Vegas, NV 89121 Re: VMT Screening Assessment and Trip Generation Memorandum Proposed 48-Unit Santa Barbara Condominium SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert Dear Sam, Per your request, we have conducted a VMT screening assessment and trip generation for the proposed multi-family development located at the southwest comer of Gerald Ford Drive and Shepherd Lane. This letter presents our findings and recommendations for the City of Palm Desert to approve and support the project's Initial Study/Mitigated Negative Declaration. PROJECT DEVELOPMENT The project site, APN# 694-300-003, is located at the southwest comer of Gerald Ford Drive and Shepherd Lane in the City of Palm Desert. The proposed Santa Barbara Condominium includes 48 dwelling units. The proposed site plan is shown in Exhibit 1. The site is currently vacant and unimproved. Site access will be provided by the proposed Ross Drive at Gerald Ford Drive between Rembrandt Parkway and Shepherd Lane. Due to the presence of the raised median on Gerald Ford Drive, Ross Drive is for right-in-right-out only. There is no left turn pocket at the nearest intersection of Rembrandt Parkway and Gerald Ford Drive, therefore, westbound incoming traffic must make a legal u-turn at the Palm Desert Sheriff's Department, approximately 1,140 feet from the project site. The project should evaluate the feasibility of adding a westbound left-turn pocket at the proposed Ross Drive, or alternatively, at Rembrandt Parkway. VMT SCREENING ASSESSMENT K2 Traffic Engineering, Inc. 1442 Irvine Blvd, Suite 210,Tustin,CA 92780 T.714-832-2116 Email:kay@k2traffic.com 48-Unit Santa Barbara Condominiums August 10, 2021 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert Page 2 of 3 The California Environmental Quality Act (CEQA) requires an evaluation of project impacts related to vehicle miles traveled (VMT) for various land use projects. In accordance with the project screening methodologies listed in the "County of Riverside Transportation Analysis Guidelines for Level of Service and Vehicle Miles Traveled' dated December 2020, the project is categorized as a small project of low rise multi-family housing with less than 147 dwelling units. The project can be presumed to cause a less-than-significant transportation impact. Therefore, the project is screened out from doing a detailed CEQA analysis. TRIP GENERATION Passenger vehicle trips were estimated using the rates and methodologies outlined in "Trip Generation, 10`h Edition", published by the Institute of Transportation Engineers (1TE). The applicable trip generation rates are shown in Table 1. AM Peak Hour PM Peak Hour Land Use Unit Daily Total In Out Total In Out. Multifamily Housing Dwelling (Low-Rise) (220) Unit 7.32 0.46 23% 77% 0.56 63% 37% The project is expected to generate 22 trips in the AM peak hour, 27 trips in the PM peak hour, and 351 daily trips. The projected trips associated with the project are provided in Table 2. Table 2. Proiect Trip Generation AM Peak Hour PM Peak Hour Land Use Unit Quantity Total In Out Total In Out Dail Multifamily Housing Dwelling (Low-Rise)(220) Unit 48 22 5 17 27 17 10 351 K2 Traffic Engineering, Inc. 1442 Irvine Blvd, Suite 210,Tustin,CA 92790 T.714-832-2116 F.949-266-5875 Email:kay@k2traffic.com 48-Unit Santa Barbara Condominiums August 10, 2021 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert Page 3 of 3 TRAFFIC ANALYSIS EXEMPTIONS According to the "County of Riverside Transportation Analysis Guidelines for Level of Service and Vehicle Miles Traveled," apartments and other multiple family projects of less than 150 units can be exempt from the requirement of preparing a Level of Service (LOS) analysis. Nonetheless, a local assessment is recommended to review the potential traffic impacts to nearby intersections with consideration of site access in conjunction with other near-term developments in the area. The Scoping Agreement for a Local Assessment is provided in Appendix A. Regards, K2 Traffic Engineering, Inc. Jende Kay Hsu, T.E. California License TR2285 K2 Traffic Engineering, Inc. 1442 Irvine Blvd, Suite 210,Tustin,CA 92790 T.714-832-2116 F.949-266-5875 Email:kay@k2traffic.com APPENDIX A SCOPING AGREEMENT FORM MASTER SITE KEYNOTES em®-- m ____ m ___, e - ) _ \ + ; w q W\ I -7 , © ffi a e m rEl . e \ « - $ © — mGIJANC1 DRIVE # Ll I I . ^ z z > . . . . � . a «< \ : « . � . . ! CALIFORNIA DRIVE m y Al A © z I Ll - \ � \ � � d : � mm IN GERALD FORD DRIVE MASTER SITE PLAN r - « « 21062_ a & . 01 SANTA BARBARA CONDOMINIUMS MASTER SITE PLAN � � � � | � 9GosRTcw \ a ° APPENDIX A SCOPING AGREEMENT FORM SCOPING AGREEMENT FOR TRANSPORTATION LOS ANALYSIS This letter acknowledges the Riverside County Transportation Department requirements for transportation level of service analysis of the following project.The analysis must follow the Riverside County Transportation Department Transportation Analysis Guidelines, December 2020. Case No. Related Cases SP No. EIR No. GPA No. CZ No. Project Name: 48-Unit Santa Barbara Apartment Condominium Project Address: SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert(APN#694-300-003) Project Description: The proposed project will construct a 48-unit multi-family residential development. Consultant Developer Name: Kay Hsu,PE,TE, K2 Traffic Engineering Inc. Sam Guanci(c/o Bill Ross,Quality Choice Construction) Address: 1442 Irvine Blvd, Suite 210 2755 S. Nellis Blvd,Suite#10 Tustin, CA 92780 Las Vegas, NV 89121 Telephone: 714-832-2116 702-641-2400 Fax: khsu@k2traffic.com guancidevelopment@gmail.com A. Trip Generation Source: ITE 10th Edition Current GP Land Use Vacant Proposed Land Use R-2(Multiple-Family Dwellings) Current Zoning R-2 Proposed Zoning R-2 Current Trip Generation Proposed Trip Generation (See Exhibit 2) In Out Total In Out Total AM Trips 0 0 0 5 17 22 PM Trips 0 0 0 17 10 27 Internal Trip Allowance ❑ Yes ❑X No ( %Trip Discount) Pass-By Trip Allowance ❑ Yes x❑ No ( %Trip Discount) A pass-by trip discount of 25% is allowed for appropriate land uses. The pass-by trips at adjacent study area intersections and project driveways shall be indicated on a report figure. B. Trip Geographic Distribution: N 50 % S 10 % E 15 % W 25 % (attach exhibit for detailed assignment) (See Exhibit 3&4) C. Background Traffic Project Build-out Year: 2023 Annual Ambient Growth Rate: 2 % Phase Year(s) n/a Other area projects to be analyzed: To be provided by the City and included in this section. Model/Forecast methodology n/a D. Study intersections: (NOTE:Subject to revision after other projects, trip generation and distribution are determined, or comments from other agencies.) 1. Gerald Ford Drat Rembrandt Pkwy 6. 2. Gerald Ford Or at Ross Or(Proposed) 7. 3. Gerald Ford Dr at Portola Rd g• 4. 9. 5. 10. E. Study Roadway Segments: (NOTE:Subject to revision after other projects, trip generation and distribution are determined, or comments from other agencies.) 1. 6. 2. 7. 3. g 4. 9. 5. 10. E. Other Jurisdictional Is this project within a City's Sphere of Influence or one-mi' ry boundaries? ❑X Yes ❑ No If so, name of City Jurisdiction: Palm Desert F. Site Plan (please attach reduced copy) (See Exhibit 1) G. Specific issues to be addressed in the Study(in addition to the standard analysis described in the Guideline) (To be filled out by Transportation Department) (NOTE If the tragic study states that"a traffic signal is warranted"(or"a traffic signal appears to be warranted,"or similar statement)at an existing unsignallzed intersection under existing conditions,8-hour approach traffic volume information must be submitted in addition to the peak hourly turning movement counts for that intersection.) Project site access and median opening will be discussed in the report. H. Existing Conditions Traffic count data must be new or recent. Provide traffic count dates if using other than new counts. Date of counts New counts unless historical count data(prior to Covid-19 pandemic)is available *NOTE* Traffic Study Submittal Form and appropriate fee must be submitted with this form. Recommended by: / Approved Scoping Agreement: C 02/05/2021 Consultant's Representative Date Scoping Agreement Submitted on 02/05/2021 City of Palm Desert Date Revised on ! 2Z2 w_2 « \ \ d\ ^ e \ �a / \\� CL may . a . �v ; _ \ % � \ ` : ) ^ ( ^ § § > / § < o LU » n : . w < j o� < 2 < § f ) 3 a � § ( Lu EXHIBIT 2. TRIP GENERATION TABLE 1. TRIP GENERATION RATE (ITE) AM Peak Hour PM Peak Hour Land Use Unit Daily Total In Out Total In Out Multifamily Housing(Low-Rise)(220) Dwellin Unit 7.32 0.46 23% 77% 0.56 63% 37% TABLE 2. NET TRIP GENERATION AM Peak PM Peak LAND USE UNIT Quantity Total IN OUT Total IN OUT Daily Multifamily Housing(Low-Rise)(220) Dwellin Unit 48 22 5 17 27 17 10 1 351 K2 Traffic Engineering,Inc. d c d c c d v � � c N * i Q + c w w U F a N O PiJ elouod In4l ■ o 0 0 0 2 x O 0 o 2 U) u-1 pjagdagg I o ti I DLO yl o ,a ssod w I aF c a I F a o o C 0 N N oar C O C hi� d c� j Am Id 1puejgwaa A Z u O_ F N m y Q LU e W N a 3 ai 0 09 =Z m_ x x w d c d c c d v c c w U F JMnL ,�1 Pa elouod M N � o LU I bad � i o a ssoa > j 0 " a x a I c ac C � aNa I .9 0 m g E - Q � v —I x M a 1 F 4MMd jpue,gwat{ Z W 'L v Z C9 N N Q V ~ o LL 0 LE a2 a F ~ z � = 3 O�09 N Z m 02 2 IL a X z_ N W Phase I Guttural Resources Assessment in Snppost of Multi-Finaily Housing Developmeat Project LocetN in the City of Palm Deets,Mvemide Comity,California Prepared for Desert Luxury Apa ument LLC 2755 S. Nellis Blvd., Soon#10, Las Vegas,W$9121 June 2021 GAye l Cblwa'Rewun'eaMxunrxrtMSugvl as Nuylia^dYlbaal^9DMTdP^MN Pmfa[IIoeW,pM Me GYyar vaaa's A'ando wa CMXwma Repast Completed: Jane 08, 2021 Fieldwork Performed: May 18, 2021 Phase I Cultural Resources Assessment in Support of a Multi- Family Housing Development Project Located in the City of Palm Desert, Riverside County, California Project Site Location: 7.5-Minute USOS topogmpbic quadrangle, Cathedral City,California. Township 4 South,Range 6 East Section 32. Assessor's Parcel Numbers: 694-300-003. Prepared For Desen Luxury Apartment LLC 2755 S. Nellie Blvd., Suite#10, Las Vegas,NV 89121 Prepared By Heather K Puckett, Ph.D."A. David Sosa,MA "A. P.O. Box 492796 P.O. Box 02796 Pasadena, CA 91 ED Pasadean, CA 91109 Phone'(951) 522-7326 Phone (626)6294436 K,axad4 APN 04-3000D;PhaaeG Cabral Reeourtq Aasax eat. Negative Resole;CEQA;A1152,Palm Dlwn,Riles id,CoaMg Tor hap 4 Scan,Range 6 Earle Emioa32, 7.5-Maxav IISGS topographic quadrangle,Calhedmi City, Calibmia Bio,Ouhural LLC 1 June 1021 PAyeICWwa'FewumaAxvunreMMS}pml NeafuaY yXeugng MreppmnSPmfw.y lctWeOM(M G OFPym oeart,swrsee ucu•b. crones TABLE OF CONTENTS MANAGMENT SUMMARY................................................................................................ ............_I INTRODUCTION......................................................................................................................................I PROJECT DESCRIPTION....................................................................................................................1 LIST OF PERSONNEL AND RESPONSAEILITIES ....................................................5 ENVIRONMENTAL SETTHiG...............................................................................................................5 CULTURAL SETTING 5 Prehistoric Overview 5 Ethnographic Overview--... .................................................................................................................6 Histalcal Overview 6 REGULATORY SETTING.................... ... ... ... ..........................._..._..._....................7 STATE ] California Envimmucnml Quality Act.............................................................................................7 RESEARCH METHODS..................................._..._..._..._..._..._..._..._..._..._...........................9 RESULTS........................................................._..._..._..._..._..._..._..._..._..._......................._..._9 CHRIS RECORDS SEARCH ........... .... ............................. .. . ................ ....................9 Previously Conduct d Cultural Recnurce Slutl a 11119 FIELD RECONNAISSANCE VISIT ____. ____. __. . ..._.... 10 SACRED LANDS FILE SEARCH ..I I RECOMMENDATIONS....................................................................................................._...1] CERTIFICATION..............................................................................................13 REFERENCES CITED.............. .................. ....................................14 Figures Em el Pro'ect Overview Mao .................................................................................................................2 Figure 2 Pro act Project Vicinity Mao ..................... ...._............................................................................3 Figurc 39 Pro eat Location Mao. ................................ ..................................................................................4 Fieore 4. Proiem area uotlM1east turner. View west. ..................................................................................17 Pro'ect area nonhwest coma View ant ....................................................................................17 Figure 6 Modem domea 'c refuse daoosit w t in residences View west.................................................18 Figure] Vegurabon and refuse deoost wiN'n south well View east ......................................................18 BWOILum1 LLC 2 Jone202I Phy I the CAyOFPy CeaM.lNversMe fou^N CRUW's Tables Tablet. Previously Couplered CWnval Resuuu Svabes......................................................................10 Table 2. Previously Recall Culwul Resources......................................................................................11 Table 3. SacrW Lands File ReauBs..... ..........................._...._...._......................_..........._...._.11 Appendices Appendix A Field Times .............................................................................................16 AvvwdxB Sae¢dL &Fle SeaichRauhs........................................................ ._...._....20 BWOIWMI LLC 3 lune2021 Rare I Cblwa'FewumaAxSumreMMS}pm1 NeaNan3mMy Xeugn9 P^M'e 7M a0M IM ayanavi Lima arvwaek,mean. aso.,ne MANAGEMENT SUMMARY Purpose of Investigation: BioCchand LLC conducted a Phase I Culture) Resources Review and Sensitivity Assessment of the proposed Multi-family housing development on an approximately 2-acre lot parcel (APN 694-300-003) located in the City of Palm Desert, Rlverade County,California. Summery Project DescrlpBon: TM1e project proposes the construction of a multi-f'ly 24-wit condominium housing development on a 2-acre projxt site. The pmjcct would include 6 residential buildings, a pool house, a swimming pool, and a xrmnmity landscape area. The project site is lamed at southwest comer of the intersection of Gerald Ford Drive and Shepherd Lane. Presently, the site is vacant and undeveloped with open series. The City of Palm required requi a Phase I cultural reserves rant for purposes of prjx compliance with the Confirm Eidurnmental Quality Ad (CEQA), and specifically Assembly Bill 52 (AB 52). The following report includes the methods and wants of an intensive pedestrian survey, a Sacred Lands File (SLF) search through the Native American Heritage Commission (NAHC), a records search of the Califmia Historical Rewards Information System (CHRIS), background research to identify the presence or absence of cultural remrces within the project area,and an evaluation of Nose resources, as announced. The study was conducted in compliance with CEQA, Public Resources Cade (PRC) Section 5024.1, Section 150645 of the Guidelines, and Sections 21083.2 and 21084.1 of the Statutes of CEQA (Oovemor's Office of Planning and Research 1998). PRC Section 5024.1 requires the identification and evaluation of historical resources m determine their eligibility for the California Register of Historical Resources (CRHR). The CRHR is a liming of the slate's historical resources, and indicates which properties are m be protected from substmfid adverse change, as defined in CEQA, to the expert Nat is prudent and feasible. Major Findings On May 17, 2021, the results of a record search of the CHIOS records were received and resulted in negative results for the project area. The search included my previously recorded cultural and investigations with re in the project aa and surrounding 0.25-mile (0.402-An) won. The resources e received ed results wen reviewed, as well as other pmpittyspecific historical and edmognpbic context research, to identity information relevant to the project arts before conducting an intensive pedestrian covey of the Project area.The full extent of the rectangular shaped 2-ere property was surveyed on May 18,2021,by walking east-to-west banaects using five(5) made intervals. The CHMS records search identified eight previously completed regain studies and two previously recorded wasurccs within half 0f mile (0.5) mile radius of the pmjxp men. N0 armed resources were identified within the project area during the pedestrian survey. The presence of deeply buried archaeological material below the disturbed sediments cannot be mled out. Elevated Entitlements centazced the Native American Hearings Commission (NAHC) in request a review of their Sacred land File (SLF). A response from the NAHC was received an February 10, 2021, The NAHC's OF search did not identify any site specific infnrmntion with respect to tribal lands or sites fro the project area. Recommendations: Negative results were concluded of the cumem cultural resources studies. Archaeological monitoring is not recommended d this initial phase. If undocumonmdNwedresources me emournded dying the initial mentioned and band ground disturbances, archaeological monitoring should be condugmd under the supervision of a qualified arc erscorgld firs Identified through 36 Cc& of Federal Regulations [CFR], Pan 61), If archaeological cameras are discovered, the archamlogin should halt ground disturbance in the vicinity of the casements) unfit It can be rommd and evaluated. If archaeological cowries are identified during gmunddisturbing activities in the absence of the locCulmmfi¢ 4 mm2021 GAye l Cblwa'FewumaAxSumrxrtMS}pm1 as NWIymYy Neugn9 P^T'�' tM�nOMtM GYyoIGym DeaM.is"060 Ca"N. (WR", archaeological monitor, we& should halt in the maradiate vicinity of the finds and a qualified archaeologist should be cornmeal W evaluate the finds. Whuman remains are discovered within the project area, the Riverside County Corona most be notified immediately, pursuant to State of California Health and Safety Code Section 7050.5. This code section states that no fiaMerdisturbance shall occur until the Riverside County Coroner has made a determination of origin and disposition pursuant W Public Resources Code Seems 5097.98. If the human remains are detarnmed to be prehistoric, the Cmrona will notify the Native American Heritage Commission, which will debamine aid notify a Most Likely Descendent (MLD). The MLD shall complete the inspection of the site within 24 bows of notification and may recommend scientific carnal and nondestructive analysis of human remains and items associated with Native American boom rs. BWOIWMI LLC 5 June2021 Phase CUNwa'Rewun'ea NrsuanrxrtMSugvl as Me GYyolGym coast,/NversdeC 'CNMmrve INTRODUCTION AND SETTING RioCulnual LLC conducted a phase 1 Cumuul Resources gravies, and Sensitivity Assessment in support of the proposed multi family housing development of a 2 rare rectangular shaped parcel of land in acoordaue with CEQA and the City of Palm IX.sert PROJECT LOCATION The proposed paper is located m the City of Palm Desert, on the camel portion of Riverside Cowry, California, as depicted on the 7.5 cousin USGS topographic quadrangle of Cathedral City, within Township 4 South, Range 6 East and Section 32 (Figure 1). The site is approximately 3.7-miles west of the Rancho Mirage community and 20-miles east of the City of Indio (Figure 2). Specifically, the project site Is located immediately souWwest carver of the travertine of Could Pa'J Drive end Shepherded Lane in the City of Palm Dewrt (Figure M) The pmjem measures a total of 2arms, as idernified m the Assessor Pemel Nmmba 694300903. PROJECT DESCRIPTION Desert Luxury Apartment LLC proposes the construction of a 24-wit condominium, 6 residential buildings, a pool house, swimming pool, and community landscape are. The project sire is lic ared in the City of Palm Desert, Riverside County, California and proposes to develop a Pootprint area of 87,120 square feet of one undeveloped and semi-leveled rectangular shaped lot BiorCultuml LLC 6 lune1021 one..icw�.a xaaour an a..amwmswaowwa na row.F,mrp, (woo o«+�amameah�+ro.a.em nre rwvwaam� san.xi.arsma muwy cano.,na S z ...... —i.aoe.a. w 'a. s . 32 3 6 o x �e°ixo g e^ ,oses,ime acnx, eweyn saran wwrld encai 5 5 �2aemmz neaa,aA ramror.�ama q . Cop av severe nb oviery;�ucee Legend ewmmne owl, ass o� s ism G Pu �elowtowB elow Twwep scwh NorF,,EEt 114 of o isso 2,RC saoo Feet O Figure 1. Project Overview Map. 9ioCLUurvI LLC 7 lune2021 oiweicw�.w e.:ou, .w:..:�re�em swam w.uwcw�wv m�.ms n«+�wrem eahwrowem me cnv waw. n«m,nlw,me cowry c.om.,e. a . 0 zo a 2e:: . . 32 � I o � l Legend Q aea 0 1,250 2,500 5,000 O Feet Figure 2. h jcet Vicinity Map. BioNtuml ttc 8 lune2021 Phase me mdPax. o<..rt.wrvwRea mNa. cewo,.a • MWO r .. . Ak 16 Legend cwmi�ae Sv em ucsw�s19&4 64 LLD „a P= �e«tip,oBe"me� lmn 0 U5 125 o^ � Or 250 Feet Figure 3. Pmject Locabon Map. 9ioCLUurvILLC 9 June1011 ow.e as ma Cerao.mn Boost,Manassas marry Cassava, LIST OF PERSONNEL AND RESPONSABILITIES LWturd Resources proper Manager David Soso, M A, RPA., marmged the pr Jectu coordinated the Record Scratch, performed raw field work, and coauthored the mpom Geographic Information Systems (HIS) Specialist Ricardo Montijo prepared all figmes. This report was nucleated for quality asrvrencelquality control by L fiural Resources Principal Investigators Heather R- Pocked, PhD, RPA, ENVIRONMENTAL SETTING The Project parcel is located on an undeveloped lot with residenry,development to the somh,roads to the north and wesq and a vacant parcel to the east. The project urm is located on a large active sandy channel wmprised of Holocene deposits. The surface of me perm an area demonstrated pockets of native vegetation. Including creosote bush (Larrva underarm), and brltdebush (Encelsajammisat, and other shrubs, such as de rmancem (BuaaSaris serrorhmidev) and Emery's indlgobush (Psomehamuus rum ea). Among the common invasive Sorbs observed was red brume (Bromms madriewsis sap. rbens) and Bermuda grss(Cynodon cicrylon). Wildlife present at the time of survey consisted of birds, including common raven (Contra corax) and house fineb (Haveirhous incurious), no orals were observed but signs of tracks included r domesticated dog(Corals]upvsl mi(larls)andjaclaabbit(Leper ooHfomimu). CULTURAL SETTING The following action presents an ovmiew of the prehistoric, ethnographic, and historic of the region Sections of previously completed phase I report commitments have bear extmpolited from S2tistical Research Incorporated HCremkar & H0l, 2019) and CRM fish (Tang & Hogan,2018)to proviso a basic understanding of the trivial, ethnographer,and historic context of the proposed project area. Prehistoric Overview The prehistory of the northern Coachella Valley is poorly understood, although a specific cultural sequence offered by Schaefer (1991) for the Colorado Hawn has greatly improved our knowledge The earliest time period Identified Is the Palemadlan (as. 8,000 to 10,000-12,000 years ago), when "mall, mobile bands" of hantem and gatherers, who relied on a variety of small and large game animals as well ai wild plane for subsistence, foamed the region (ibid:63). These small groups settled "on mesas ard terraces overlooking larger washes" (ibid_51). The artifact assemblage of for pairs typically consists of very simple stone tools,"cleared circles,rack rang, [mod] some geaglypb types"(ibid.). The Early Archaic Feno t follows and data W an 8,000 to 4,000 years ago. It appears that a decrease in population density ocnmed at thus time aid that the indigenous groups of the area relied more on foraging than hunting. Very few atchneclogleal remains have bear identified W this time period. The cranium Late A cbalc Period on. This)to 1,500 years ago) is chraroctenzed by continued low population densities and groups of ullexible' sizes Nat settled near available seasonal fund resources and relied on "oppumminic" hunting of game animals. Groomsman artifacts for fired processing were prominent doing this time pairs. The most recent period in Schaefer's scheme, the Iare Prehistoric, daps 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 me Pamyan cultural patient and relied more heavily on the availability of seasonal 'bild plains and animal resources"(Sehaeftr 1991:66). It was during this period that brown and buff wine ceramics were introduced trim the region. The shores of Holocene Lake Comilla, during times of its presence, attracted much settlement and rasoume pmcuremenq but in times of the lake's desiccation around I100, according W Schaefer Oiolultural UC 10 June 2021 ow.t as m.Manisa o ,,rrvwaes mmav reams (1994:66), the Native people moved away fiom its receding shares werards rivers, streams, and omraies. Numerous archacologuni sites taming to this time penad have been identified along the shoreline of Ha aena Lake Cattails. Testing conventions at these since have recovered brown and buff ware modules, a variety ofgmundstone and projectile point types, ornaments,as well as cremations. Ethnographic Overvlew The aboriginal group that occupied else northern Coachella Valley mining the historical period was the Desert Columba, who, along with the Mountain and Pass Cahuilla, enrichment the etMographic Cabuilla The Cahuilla spoke a language of the Takic bmah ofNorthem Uto-Aztecan (¢a Goddard 1996:Table 3), and the Desert Cahuilla spoke a distinct dialect ofCahmlla. Desorption of Cahuillz coleus are present In Barrows (1900), Hooper (1920), Curtis (1926), Strong (1929), and Bean (1972, 1999). There have bcen f archaeological studies of the historicalpened Cattails, but waling at the former Mission Creek Indian Reservation, approximately 42 km northwest of the project area, identified occupa0ans stretching from the Late Prehistoric period into the early wormah century(Altschul 1986).Similarly,excavations at Turmoils Canyon (Bean et al. 1995),20 has west of the project area, found a large village complex dosing to between A.D. 16M and 1890. Villages were located in areas with access to a number ofremutms, either at springs or where wells mold be easily du& As a result, most villages wheat on hind-excavated walk-in wells for water. These wells were dug to a depth of about 6 in(20 real,to reach the water bible. Villages were loose clusters of houses spread ova an area up to 1 km(0.6 in moles)across, Some of the houses were loge(tog., 6 in [20 fall In Imgth), whereas others were smaller, and a least one large ceremonial stmctum was presort in each village (Bean 19]2:72). Done estebloshcd, villages were considered permanent (Bean 19]294) and were occupied by [maps. Villages were connected to one another by a complex system of trails. The Cabuilla were command Into moieties,tribelem(i.e., Gans), and then lineages. The two moieties was the tMtam (Wildcats) and Ysmm (Coyotes) (Bean 1978; Oman et al. 2011). The lineages were landholding groups, and each occupied its own village. The adjacent lineage, with Its own village, would generally belong to the other moiety. This arrangement served to ensure access w different halume. Each village was economically independent. The Doem Catania exploited a loge number of plant species (Barrows 1900; Bean and Saubel 1992); mesquite (Prosmis spirt on the valley River was the primary staple. Other imported resomem, such as agave (Agave deaertin pinyon (Nbns spp). and amms (Qurr so.), were obtained in the mountains to the west. More than 150 species of plains were and for food, fibers, medicines, manufactures, and dyes. The Camilla explaited a variety of animals from mountain habitats, Including deer (Odowtleus apt, nommmin sheep p9via camaessi pronghorn, and smaller animals, such as rabbits and rodents, Rom desert habitats. The Desert Ceh dilla also grew a few agricultural crops, comely core, beans, and smuesh, that were probably obtained fi en native peoples along the Colondo River to the east. Coops were imgated from springs (Wilke and Lawton 1975); with the anivd of Europeans, wheat, melons, barley, and fruit tram was added (Bean and Mason 1962; Lawton and Bean 1968L By the lace eighteenth enemy, the Camilla had adopted ranching as an harmonic industry and also worked ael wage laborers on the railroads and at f and mnches. Arm the smallpox and measles epidemic of 1863, the Cahmlla population, originally perhaps as many as 3,000 people, declined rapidly. In addition, the auigmtion of young people seeking work in the metropolitan seas of southern California resulted in many Cahuilla moving away form their autumnal liicCaINmI UC 11 lune2011 Phase as and cryaantn oe..rt,ha"'AI.round ceno xa ones (Harvey 1967). In 1994, approximately 900 people claimed Cahuilla descent, most of whom lived on one of Me many Cahuilla reservations in mmad southern California(Garcia et d 201121). The Agues Celiate Indian Reservation was created in 1876 by an Executive Order of President Ulysses S. Grant and was expanded in 1877 and again in UNIT Today. Me reservation covers roughly 31,420 acres and consists of all even.mmbwed sections and all underayed portions of Township 4 South, Ranges 4 and 5 East, and Township 5 South, Scope 4 Last, on Me San Bernardino Mention, win the exception of sections already given out by the government (Garcia a at, 2011;21). The odd-number d sections had shoddy been given to railroads as an incentive to develop cross-coway rail lines, aid so, Me reservation appears as a checkerboard paidm on maps. In 1891, Congress passed Me Mission Indian Relief Act, which authorized allotments of reservation land to be given to individuals. The allotment elections were finally approved by the Secretary of the banner as part of Me Equalization Act in 1959 (Public Law 86- 339), which finalized the individual Indian allotments and set aside certain lends Pof tribal use and cemeteries. The Agua Callente Tribe and Its members cunandy constitute He largest single landowner in the City of Palm Springs, The Ague Caliente Tribe has a land-exchange agreement with Me D.S. Dependent of the header Bmeau of Land Management (BLM) and is actively acquiring other rmn- reservationland. Hlstorlwl Overview In 1823-1825, Jews Romero, Jos , Mama Esturillo, aid Romualdo Pacheco became Me Had noted European explorers to travel through the Coachella Valley when they led a series of expeditions in search of mote to Yuma (Johnston 1987:92-95). The harsh environment led some explorers to venture into Me desert valley during rise Mexican and early American periods, except Sued who traveled along rise established trails. The most important of these trails was the Coconancopa Trail, an ancient Indian loading route Met was "discovered" in 1962 by William David Bradshaw and known Hereafter as Me Bradshaw Trail (Gunther 198401; Ross 1992:25). In much of Me Coachella Valley, this historic wagon read Reversed a similar cowed m that of present-day Stare Route 111. From Me 186Us m the late I870s, the Bridshmw Trail served as Me main thoroughfare between coastal southern Calinmia and Me Colorado River, although its use dwindled with Me completion of the Southern Pacific Railroad in I876-1877 (Johwton 1987:185). Non-Indian settlement in Me Coachella Valley began in Me 187(h with Me establishment of milroed station along the Southern Pacific Railroad and spread mother in Me 1880s aflo public lead was opened for claims under the Homestead Act, Me Desert Land Act,and other fedml land laws Hei in 1998:35-36; Robinson 1948'.169-191). Farming became Me dominant economic activity in Me valley thadm ad Me development of underground water sources, often in Me form of erosion wells. Mound the turn of He century, the date Palm was introduced into the Coachella Valley, and by Me late 19H)a dates were Me main agricultural crop and the tree an iconic image celebrating the region as Me "Mahia of America" (Shields Date Hudson 1957). Then, skirting in the 1920s, a new industry Remaining a tuesWan camps, resorts, hotels, and eventually country clubs began to spread throughout Me Coachella Valley, t mufanning it into southern California's premier winter relow[. The modem community of Palm Desm is located In the general vicinity of Said Hole, an unreliable water hole on the Commmricopa-Bredshaw Tail that has since vanished into discounts Holahan 1987:120). The commwiry of Palm Desert was founded in 1945-19g6 by three brothers, Randall, Clifford, and Phil Henderson, who organized Me Palm Desm Corporation m promote their new desert town (Gunther 1984:373-374). Following the foumteps of Palm Spriain sue other "cove communities" along Highway 111, such as Rancho Moron and La Quoted, Path Deem soon joined Me rucks of winter resort towns favored by the rich and famous of the ern, chmamerized by comfy clubs and golf rumors. 6icCultural UC 12 June 2021 Pwv t cwwa wescu,w,uwaare.a m swPm as the cry a corm oeart.sarsme mu�N. cto'n+.s The Palm Desert past office was established in 1947, and in 1973, after four unsuccessful aftempm, the community was officially Mcorporaed as the Uth city in Riverside County(ibid.:374). More recently, gowth has been greatest en new residential and commercial development; the after concentrated mostly along the two transportation arteries across the Coachella Valley, Sate Route I I I and Inersnte Highway 10. Regulatory Setting State California Environmental Quality Act CEQA requires a lead agency to analyze whether historic super archaeological resources may be adversely impacted by a proposed prejeet. Under CEQA, a "project that may cause a substantial adverse change in the significance of a historic resource is a internal that may have a significant Went on the environment" (PRC Satioc 21084.H) Fast, the determination most IN made as to whether the proposed project involves around resources. Second, if cultural resources are present, Me proposed project must be analyzed for a pesterrta] "substantial adverse change in the significance"of the reserves, Archeological Resources: In tams of archaeological resources, PRC Section 21083.2(g) def s a unique archaeological reaoume as an archaeological carbon, objc r, or site about which it can be clearly demonsvated that without merely adding to the Cement body,of knowledge, there is ahigh probability that it meets any of the following criteria: • Gunnies information needed to answer Important setentific research questions and that then¢Is a demonstrable public interest in that information; • Has a spent] and particular quality such to being the oldest of its type or the best available example of in type; • Is directly associated with a scientifiea ly recognized important prehistoric or historic event or person. • If it can be demonstrated that a proposed project will cause damage to a unique amhaeokogieal rosmuuce, the lead agency may require reasonable ¢Boas be made to, permit any or all of these resources to be preserved in place or left in an undisturbed state. To the extent that they cannot be left undisturbed, mitigation measures am required(PRC Sermons 210831[a], [b], and hill. CEQA noes that. If an archaeokogund resource Is neither a unique archaeological resource nor historical resource, the effects of Me project on those resources shall not be considered to be a significant effect on the envlromment(CEQA Guidelines, Section 150M.5(c)(4). Humor Remains: CEQA Guidelines also describe the procedures to be followed N the event of the unferaeen discovery of human remains. If human remains are discovered during the construction of the Proposed Pulses, no funbv disturbance to the site shall occur wad the Riverside County Coroner must be notified (PRC Sections 15054.5 and 509798). If the Coroner dmamines the remains to be Native American, the coroner shall notify Me NAHC within 48 hours. The NAHC shall identify Me person or persons it believes to, he the Most Likely Discussions (MLD) of the deceased and the MID may then make recommendations as to the disposition of the remains. Native American burials in California ere also addressed in PRC Sections 5097.9 dunugh 5097.991 and in Section 7050.5 of the California Health and Safety Cede. 6icCultural LLC 13 June2023 Plwrel cwwat wawurwsavrsmxamswwaae uuass+msyanuo"v o..awa�'aamtxtmwdax the Mamas paart,arvwRea Ca+v. cewnna California State Arrembly Bill 52: Assembly Bill 52 of2014 (AB 52) amended PRC Section 5099.94 and added PRC Sessions 21073, 21074, P10803.1, 21080.3 2,21082.3,21083.09,21084.2,and 21084.3. Consultation with Native Americaov: AB 52 moralizes the lead agency - tribal comulation process, raluiring the lead agency W initiate constitution with Califomia Native American groups that are traditionally and culturally affiliated with the Priest location, including odes that may not be balmily aogniud. Lead agencies are required W begin consuhation prior to the releeae of a negative declaration, mitigated negative declaration, or envimmtmtal impact report. Tribal Cultural Resources: Session 4 of AN 52 adds Sections 21074 (a) and (b) to the PRC, which address aired cultural resources and cultural landscapes. Section 21074 (a) defence tribal cult" resources as one of the following: • Sites, f tures, places, cultural landscapes, sacred places, and objects with radical value to a California Native American tntse that are either of me following: Included or determined W be eligible for inclusion in the California Register of Historical Resources and included in a howl register of historical rescorces as defired in subdivision (k) of Section Kig).1. • A resom ut determined by the lead agency, in its discretion and suspected by substantial evidence, to be significant pursuant W criteria sal beach in subdivision be) of Section 5024.1. In applying the criteria set fed in subdivision (c) of Section 5024.1 for the purposes of this paragraph, the lead agency shall confider the significance of the resource to a California Native American file. Section 1 (a)(9)of AB 52 establishes that "a substmnal adverse change W a obal culnaal resource has a significant chess on the enviromnenL" EBects on tribal cultural resources should be considered under CEQA. Section 6 of AB 52 adds Section 21080.32 to the PRC, which states that parries may propose mitigation measures "enable of avoiding of substantially lessening potential significant impacts W a tribal argued resource or alternatives that woad avoid significant impacts to a tribal cultural resource." Prather, if a Cali[mia Native American tribe requests consultation regarding project alternatives, mitigation myssures, or significant etfafs to tribal cultural resources, the simulation shall include those topics (PRC Section 210803.2up. The envimnmenml document and the mitigation monitoring and reporting program (where applicable) shall Include any mitigation measures that are adopted (PRC Section 210823[al). RESEARCH METHODS The following section Franchiser overview ofthe methodology used to identify the potential for cultural restrourres within the project area. A Califomia Historical Resources information System (CHRIS)records search was requested on March 23, 2021 in order to identify previously sacramental cultural resources within a 0.50-mile (0.804m) radius of the project area. The Eastam Infomomin Center (EIC) Is located at the University of California Riverside (UCR)campus, and common; records of previously documented cultural resources (including those Mat meet the definition of a tribal canard resource) and technical studies. An intrusive pedestrian survey of the 2-acre project site was surveyed using walking transece of five (5) meter intervals, along a wear-[oeast direction. Elevated Battlements answered the Native American Heritage Commission (NAHC) to request a Sawed Lands Pile (SLP) search in order W determine if l news Tribal Cultural Resources are present within the vicinity of the project area and W obtain a list of Native American groups or individuals listed by Ile NAIIC for the project area (See Appendix B). Additional background on the general vicinity of the project says also was conducted OitCatuml LLC 14 Iune2011 ow.tcwwa xa:o�.,e.,n.s...,,�wmswPma.^+m+.�+m+Y sn reroamw'aP�a«+mwreax the crywa oe..rt,mwaw mmav cenoana tlaougliar csv of the National Register of Historic Places(NMP)(Office of Ibaeology small Historic Preservation IM), A Iootolo®cal Detemumtions of Eligibility, the tfr4 of Historic Pmsevation (OHP), and the Directory of Propatlea in this Historic Property Data File also wino mvimal for historic properties wldtin the Project area. 9icCLINrvI UC 15 June1011 waste as we Mawrn oe as rrvwaea wNav cassava RESULTS CHRIS Records Search Previously Conducted Cultural Resource Studies Results moan Me Cultmul Resources Records Search conduct ail by the PIC ware received on May b, 2021 and Idenfifled eight (8) previously cahra resource study reports within the O5(amlle (0.80-km) and no reports were human within the project area (Table T.The results also revealed two (2) previously recorded contend reeomces within the 0.50-mile (0.80-1an) mdius and no previously resources within Ore Trifled area(Table 2). Table l: Previously Completed Cultural Resources Studies. Rell Thus Aorhor(a)I Doh Environmental Impact Evaluation: An Mcbsalogical RI41271 Assessment of Portion of the N 1/2 of Section 29, TIS, R6E. lames D. Swenson/ 1981 SBBM, Coachella Valley,Riverside County,California MCI Rielm to EI Paso Fiber Cents Project-Inonsivc Cultural Rebecca MCC rPde Apple R402350 Resource Survey — San Damard o and Riverside Counties, wal loin E. Wooley,/ 1988 California RI-06723 Cannot Resources Assessment: University High Project, City Riordan Goodwin and of Palm Pasoan,Riverside County,Calimmiu Robert Reynolds 12003 Phase I Cultural Resomua Auuessmeet Palm Desert Sarin 13I-07440 Station, Project PM08250003764, Palm Teeter, Riverside Sacks, M.lanifer 12007 County, California RI-0858] Phase I Cultumt Resources Assessment of APN 653-260-041 Michael Dice and Aaron and-042 Cruet/2008 Histormal/Amhaeological Resources Survey Report PD $0, 131 1 017 LLC, MIXED-USE DEVELOPMENT PROJECT, Assesa(s Bat "Tom" Tang,and Parcel Nos, 694-120- 015,694-120-016, and 694-190-059,City Michael Posts,/ 2013 of Pam Dawn, Riverside County,California MA9191 Historical/ Archaeological Resources Survey Repore Mesta Nicole Create/2014 Plan and Development Agreement Pr jot RI-09889 Assessor's Parcel Numbers 694-300-001, -002... Bai Tang aM Michael Hogan RioCLUunu LLC 16 lune2021 otwet the cryrrraas mean,M"Ad9 merry csno.,na Tablet: Previously Recorded Cultural Resources. Primary Trinamial OWer TD Type Age Ruardedby/Date Luber - Union Pacific (UP) Bailmad, Southern Pacific usibliar, S., lousy & Stakes (SP) Railroad; Other - C- 1966Canle Cleanser, Myra L Los Angeles-A-1; 0ther - mrk & Associates / 2003; UP Rallied, mgrnoant near panignachi, Chriial Galvin Dillon Reed and Grapefruit consciales / 2005; 2009 (Wilson, P-33- CA-RN- Blvd.; Other - SRI-5670; Land K Chimel, ICF loves OW498 W6381 Other - SP, L.A. and Sub Structure Historic 4okes / 2009; Scott Kounde rake Railroad; Other - CA- RI / 2012; T. Baurley and J.M MP-342411;Namand s" L&L Envirmeardol, Inc. Register - 2CD for the 2015; Daniel Lmoard, HDR Soudi Pacific east of 016;P.Molomy,R. Elder, W. Synod Ave wgmmGNafiorurl 10dgen, Applied FmdhWorks Regleor - 1S for the 3751 J2019 Vine ST,Riverside segment P-33- No Other- I Other Historic cdurdy William T., Maraca 015432 ones and Stokes 12006 SACRED LANDS FILE SEARCH RESULTS The results for the Sacred Lands File Search (SLFS) condu0ad by the California Nafive American Hesimge Commission and requested by Elevated Eutitiements were received on February 10, 2021. The results included a list of the Native American groups m individuals listed and who may have knowledge of cultural customary within the project arre. The mmin did cot identify any specific site information within the project boundary (Appendix B). The NADU noted that the negative results my not indicate the absence of Native American cultural resources in the arse and the listed Native American individuals or tribal organizations should be contacted. Elevated Entitlements on behalf of the City of Palm Desert sent a leper requesting State Bill (SB) 18 and Assembly Bill (AB) 52 constitution to all the NAHC listed tribes on February 11,2021 (Table 3). Table 3: Sacred Lands File Search Results. Name and Tithe ADWation Method of Contact and Date Response JeffGrubbe, Ague Cadieme Band of Letter mailed on February eCityofPalm Desrn Chairperson Ci ilia Indians 11,2021 reverved aleuer oa March 17,2021 Patdcia Garcia- Ague Uniierse Bard of Lettamailedon February eaty0f1talm Desert Fiction,Dh'ctor Cabuilla Indians 11,2021 reverved starts,an March 17,2021 Amanda Vanes, Augustine Band ofCahullla LOW mailed oo February N/A Chairperson Mission Indiana 11,2021 Dung Welmes, Cabazon Bead of Mission Letter mailed an February Comparison Indians 11,2021 N/A BioCitmml UC 17 June2021 otw.t cawwa wa:o�.e.w.wemaamswwtt a.w,m.F.myroamsn«+aa renwa«troear am the cryowwxn nesen,xtversne my w ano.,m Name and Tide ARdlation Method of Contact and Dane Response Daniel Salgado, Letter motion on February Chairperson Cahuilla Bend of Indians 11,2021 WA Ralph Goff, Campo Band of Diegueno Leiter mailed on Fehmary N/A Chairperson Mission Indians 11,2021 Michael Genie, Ewiianpaayp Band of Letter mailed on February N/A Vice Chshperson Kumeyany Indiana 11,2021 Robert Pinto, Ewiimpmyp Band of LctmrmeiledonFcbruery N/A Chnvpersom Kmmyaay Indians 11,2021 Gwendolyn Pamda- La Posta Bond of Diegueno LettermeiledonPebruery N/A Castleman Mission Indians 11,2021 lactTribal�Mdlm La Posts Band of Diegueno LettamailedonFebruary N/A Adminimmor Mission Indiana 11,2021 Rhave Chapparosa, l,os Coyotes Band of Letter mailed on Pebmary riarsoa Cahuilla and Copeno Indians 11,2021 N/A C Angela Elliott Astronauts Band of Letter mailed on February N/A Smtre, Chairpeson Kumeyaay Nation 11,2021 Michael Linton, Mesa Grande Band of LemrmailedonPebruery N/A Chairperson Diegueno Mission humans 11,2021 Robert Martin, Morovgo BardofMission Letter mailed on February N/A L riarson Indians 11,2021 Jill Micorutick, Qu mech Tribeofthe Fort Letter mailed on February N/A HistorPreservation officer Yount Rcservetlon 11,2021 Joseph Hamilton, Icuter mailed on February Chaaperson I Ramona Band of CahuRla 11 2021 1 N/A Laotian Refiner, Sm%Row BmdofW uilh Letter mailed on February N/A Tribal Claim Indians 11,2021 Scott Cason Saluda Band of Luisam I.etlamdlononFebruary N/A Chairperson Indians I 11,2021 Cody Martinez, Syman Band of the Leum meileion February N/A Chairperson Kumeytay Nation 111,2021 Thomas TorteZ, Tortes-MartineZ Desert L17202 iledonFebruary N/A Chairperson Cehuille Indians 11,3021 FIELD RECONNAISSANCE VISIT On May 18, 2021, Registered Professional Archmologiss, David Soso, conducted an intensive Pedestrian survey of due 2-acre project area. The pedestrian survry was conducted using 5-meter parallel tmnsems, crlmted east-to-west. The prods[area had high (85% to 95%) visibility with a sparse amount of small-m- large shrubs and a small scattered modem domestic undue deposit Other observed disturbances went Bic Uhuml ttc 18 June2021 ow.tcwwa wa:onc.,nar...,,�wmswpm as me Marvin plains,/Nwrsll.easily, Cbm"'s vehicle and motorcycle tire tracks and walking pathways throughout the ismar area. The area was entirely inspected for prehistoric and historical cultural resources as well as evidence of historically built envrmrmsenml features. The scattaN modem refuse deposit observed is predominantly located within rise southern portion of rise project, which borders a residential housing complex. The sefisse deposit is comprised of pool equipment and comhuctim debris. No cultural resources were observed within the project area and no further field work is necessary for the anent investigation. In the event that cultural resources suric exposed during any type of ground dhtwhance, work in the immediate vicinity of the find must stop until a qualified archaeologist caps evaluate the significance of the find RECOMMENDATIONS No cultural resources were identified within the project area during the record searches and pedestrian urvry,activities. However, the presence ofundacumrnmd/bmied resources should always be considered. Archaeological monitoring is not resommanded during the initial mechanical and hand ground disturbances. If cultural observes we encountered standard mitigation measures related m the unanticipated discovery of archaeological resources and human concerns are recr mmended for the project, as indicated Wow: If an archacological resource is enciamered, the City and Project Proponent shall be immediately notified and construction activities in the area of the discovery shall cease mfil a qualified archacologist�w who meets the Secretary office Interior's Professional Qualification Standards for archaenlogy (36 CF1L611—can assess the discovery in accordance with CEQA. Should any prehistoric or ethrw historic archaeological resources be identified within the pmjecr area, Native American consulting parties shall be cools led regarding the disposition and treatment of these tuns. If the discovery proves to be significant under CEQA and avoidance is nor possible, the qualified archeologist shall emphasis with the City to develop and implement a doh recovery plan data recovery to reduce potential impacts to less than significant. In the event of the unanticipated discovery of human remains, work in the Immediate vicinity of the find shall stop and no father disturbance shall occur until the Itiverside County Corona has made a determination of origin and disposition financial to State of California Health and Safety Cade Section 7050.5 and Public Resources Cade Section 5097.98. The Comfy Coroner shall be notified of the find immediately, If the human remaion are deraminal to be Native American or "ancient," the Coroner shall parity the NAHC, which will designme and notify a Native American need likely descendant (MLA). The MLD shall complete the inspection of the site within 68 hours of ratification and make recommendations regarding the comment and disposition of borrow remains and items associated with Native American burials. 9iraCLINrv1 LLC 19 June1011 ow.i cwwa�wa.omr an z...,,�wmswwn as the Mawr. oe<ee.Mw mV* ano.,m CERTIFICATION CERTIFICATION: 1 haeby certify that the statanents furnished above and in the attached exhibim present the data and information rNuired for this archeeolo@cal report, and the facts, sratemems, and information presmted ae true and nmrem W the best of my bovdedge and belief DATE: Uune2021 SIGNED: '�Mf.YLQ)UMCVW PR DNAME: HEATHER R PUCKETT,PIED.,RP.A 9io fhuml LLC 20 June2021 Phase cmwar wa:amwaazw.mwmswwa as the Maraca Damon,rswae9 mmav mamas REFERENCES Barrows, David Prescott 19M The Eehto-bomry of the Cattails IMian of Southern California. University of Chicago Press,CMcago. 1978 Comilla. In California, edited by Robert F. Heim, W. 5I5-587. Handbook of Nome American Indians, vole 8, William C. Sturlevans, general ditty. Smithsonian Institution, Washingon,D.C. Bran, Lowell John 1972 Mukat's People: Tito Cahuilla Indian of Southern California. University of California Rreee,Berkeley. 1976 "Social Organization In Native California."in Lowell lain Bean and Thomas C. Blackburn, editors, Native California: A ThemeHcal Pebospeahve. Smorro, Tim Maxim: Ballena Frees, 1978 Camille, In California. edited by Robert F. Heim, Pp. 575-587, Handbook of Nome American Indians, Vol. 8, William C. Stm main, general editor. Sntiffiveran Institution, Washington,D.C. Item, Lowell J., Jerry D. Schaefer, and Sylvia B.Vane 1995 Art homological, Ethnographic, and Clown assume In oublemom at Tahquiiz Canyon, Palm Springs.. California. Cultural Systems Research, Menlo Park, California Prepared for Riverside. Bean, Lowell J., and Sylvia B. Vane 1995 Et nenimphy and Etlmohistory. In Archaeological, Ethnographic, ans! Erfohiatoric Investigations at Tahmma Canyom Palm Springs, California, edited by Lowell J. Bean and Sylvia B.Vane,M. V IO-V19. Cultural Systems Seemed, Menlo Pak, California Prepared for Riverside County Flood Control and Water Conservation District. Bean, Lowell J., and Kadomm,S. damsel 1972 Temalpekh (from the Earth): Cahmlla Indian Knowledge and Usage of Plants, Malki Museum Press, Booming,California. Bean, Lowell J., and William M. Mason 1962 Diaries and Accounts of the Romero Expeditions in Anzone and California, 1823-1826. Palm Springs Deem Museum, Palm Springs, California. California Department of Transportation(CalYans) 2007 A Historical Context and Archaeological Research Design for Agricultural Properties in Califomia 2013 A Historical Context and Archaeological Research Design for Wok Camp Properties in California. BkCsfhml tC 21 June2021 snes,I cawwa ws:ose s.wwssawmswam as aa tryaanal o ,,names,mmuy (Niew«, Customs, Edward F., and Willis H. Bell 1951 Instant Indian Agriculture. Primitive Subsistence on the Lower Colorado and Gila Rivers. University of New Mexico School of later AmericanAffairs, boa-Americas Series, Studies. Counts, Edward S. 1926 The North American Indian, vol. 15. Cambridge University Press, Cambridge,England. Dabdul,Madam, Harry M. Qum, and Zachary X. Baby 2008 Final deport, Archaeological Testing and Evaluation Pngram at Sites CA-RIV-264Z - 2643, and a Portion of-2646, near the ON of Desert Hot Springs, Riverside County California CM Tech, Colon, California Report on file, Eestem Information Cents, University of California,Riverside. Garcia faMda, Kim Maeyama and Bailout Nixon 2011 Ague Caliente Tribal Historic Preservation Of icc Research Design. Ague Coding Band ofs fission bilious,Palm Springs, Califome. George, loan 2008 Phase 1 Cultural Resources Survey Well 4615-1 Po jta, Raroho Mirage, California. Applial Earthworks, Hemet, California. On file, Eastern Information Ceara, University of California, Riverside. Cloddmd, her 19% Introduction. In Languages, edited by Ives Goddard, EN 1-16. Handbook of Norm American Indians, vol. 17, William C. Shortening, general editor. Smithsonian Institution, Washington, D.C. Gunther,lane Davies 1984 Riverside County, California, Place Names: Tbeir Origins and `Bmir Stories. J.D.Gun[6a, Riveside. Hall, Harvey Momoq and Joseph Griunell 1919 Lif 2Lw e lidivators in California Proceedings ofthe California Academy Schenoe, am sales,vol. 9,no.2. California Academy of Science, San Francisco. Harvey, Herbert R. 1967 Population of the Catholic fodimns: Decline and Causes. Eugenics Quarterly 14:185�198. Heath, Erle 19a5 Seventy-Five Years of Progress: Historical Sketch of the Southern Pacific, 1869-1944. The Southem Pacific "Billion" 9iaCLINmILLC 22 lune2023 ow.�cwwa�e:o�.,e.+n.r... amswwa as me cryawxn named,rrvwaea cameo cusn"', Hogaq Michael,end B. Tom Tang 1993 Colonel Resource Assessment Archaeological Survey of the Carver proper Located In the City of Palm Da car, Riverside County, Cali6mia. On file, Bsstmn InPomwtion Canter, University of California,Riverside. Hoopn, Ladle 1920 The Carrillo homes. Publications in American Arokaeolmev and Efisologv, vol. 16, no. 5.University ofCalifomia, Berkeley. Jaeger,Edmund C. 1965 The Calf bDeasors,4th at Stanford University Press,Palo Alto, CaRfomla Johnston,pairs J. 1987 The Bradshaw Twit, revisal edition. Historical Commission pres Riverside. lamed mu, Saran and Hill,Allison 2019 Section 31 Specific Plm Cultural Remurces Study, Rancho Mirage, Rivaslde Comty California Technical Rpm 18-19. Statistical Resseareh, Inc. Redlands,California. KmAter, Alfred L. 1925 Handbook of tire Indians of California. Bureau of Americm EtMelogy Bulletin 98. Govemmeat Printing Office, Washington,DC. Lathe, Patricia 1998 Coachella Palley Calf cab: A Picrorlal History. The Drawing Company, Virginia Beach Virginia. Lawless, Harty W., and Lowell J. Beau 1968 A Preliminary Reconstruction of Aboriginal Agriculmml Technology anwng the Cahuilla. lean Hutodan I(5):W24,29. Laylanda, Don 19W The Last Days of Lake Cahullla: The Elim re Site. Purple Coact Arrheologtml Societe Qaartally D(I 2):1-138. MiWw,Marianne 2001 The Languages of Native North America. Reprinted. Originally published 1999. Cambridge University Press. Mum; Philip A. 1994 A Flom of Southern Califonin University of California Press,Berkeley. Robimn4 Wes. 1948 Land m California. University of California press, Berkeley. BioCulmwl UC 23 June2021 mass,l cblwa'Fewun'eaMuanrxnmsugvl as ere Maras Damet,rrvwae.mwav Caesars, Raa, Delmer G. 1992 Gold Road to La Paz: An Interpretive Guide m the Bradshaw Trail. Tales of the Mojave Road Publishing Company, Cases,Calitbmia. Bethesda,Jerry 19M The Challenge of Archaeological Research in the Colorado Desert: Recent Approaches and Discoveries.Journal of CaBormus and Great Basin Anthropology 16(1):6"0. Shields Date Goodman 1957 Coachella Valley Desert Trails and the Romance and See Life of the Dome, Shields Date Gardens, Indio. Strong, William Duncan 1929 Aboriginal Society in Southern California. University of California Publications in American Archaeology and Ethnology, Vol. 26. Rmprinted by Matti Museum Pass, Banning,Califien" 1972. Tang, Boi'"fom"and Hogan, Michael 2018 HismricaVArcbamlogirel Sciences Survey for Damn Willow Golf Recent Development Prject City of palm Uaen, Riverside County, Catifionia CRM TECH. Colton California. Wlkq Philip 1. 1973 The Spnngs Country Club: Expected Impact on Arcbamlogical Retention. Archamlogical Raseerch Unit University of California, Riverside. On Ole, Eastern Information Center, University of California,Riverside. 1998 Late Prehistoric Human Ecology at Lake Cahullla, Coachella Valley, California Archaeological Research Facility Contributimw, vol. 38. University of California Berkeley. Witten,Philip J., Thomas P. Rmg,and Stephen Hammond 1975 Aboriginal Occupation of Tahquitz Canyon: EWm tory and Archaeology. The Cahnnla Indians of the Colorado Desert: ENmhistory and Prehistory, pt 2. Anthropological Papers 3.Bolleoa Now, Ramona, California. Wilke,Philip J., and Harry W. Lawton 1975 Early Observations on the Colturel Geography of Coachella Valley. In The Ca oddia bdiam of the Colorado Desert: EMnohismry and Prehistory, isditted by Philip J. Wilton, pp. 9-0. Anthropological Papas No.3. Bulletin Press,Rarwaa, California. Willa,Philip J., Alison M. McDonald, and L A. Posen 1986 Excavations at Indian Hill Rockshelter, Ana-6omego Desen Scam Park California, 1984 1985, Archacnlogicat Research Unit, University of California, Riverside. BioCLINral UC 24 June1021 PM i umss.mx g�mwredm m.crywPsOm Appendix A. Field Figures ewoeruml uc 25 Iunezozl GAyel CUNwa'Rewun'ea NrsuanrxrtMSugvl as Me GYyorGym MaM.INversYe CwMY.CNMmrve J J Figure Fralecr arcs nanLwl came. ViIl "It. boom - _I i Figure S. Pm1mr arcv n s'll'It corner_V W1 CdII 17 one..i cowow w..00e..aw..m«a m swim w.uwvs.mxr wows�+ma�rew wy.w mwrea m m.cry w aw. oert..rvwRe.wma. cewo,.. Figure Modem domestic refuse deposit wiNin residences. View west. Figure 9.Vegetation end modem mfloa deposit within south wall.View east. fiio ftui LLC 18 June1011 PM i umss.mx g�mwreem m.cryaa.x. Appendix B. Sacred Lands File Search Results 9io ftml LLC 19 June1011 NATIVE AMERICAN HERITAGE COMMISSION a z Pebmary 10,2021 Paul Swoncofi Cry of Palm Deal housefulTUnN Via Email to: oaulMeNted earn m Lwwc, Vas Cuoasemox Re: Native American Consolation, Pmsuard to Senate Bill 18(SB18). Government Codes hosed Papaing §65352.3 and §65352.4, as well as Assembly BRIO (AM), Public Resources Codes§210110.1, Chunwm §21080.3.l and J21 p80,i; SOMA Barbara-MVMhFamily Residential Community Proel Riverside County Src Most LoM Real Lulsetio Dear Me SwancoR: PARLIMIENTAMN Attached is a Consulation list of Aides with hatlilonnl loos or ulNml places local within WrreunWwf the boundalias of Me above referenced Counties or projects. Kmk Government Codes §65352.3 and §65352.4 require local governments to consult with Comv,ai California Native American Mines identified by the Native American Hedfage Commission wlM1amp mo INAHCI far the purpose of avoiding, proeC ttin Paomss,ri unlan g, and/or mitigating Impacts to Cultural Apace places when creating or amencog General Plans.Specific Plans and Community Plan. COMmaneMER Public Resources Codes§21M.3.1 and §21W.3.2 requires public agencies to consult Win Julewnrysi California Native American Mines identified by the Native American HeRtage Commission Joni INAHCI for the purpose of ovolding. protecting, antl/0r mmgatlng Impacts to thWl cultural chimash resources as deflned, for California Environmental Quality Act ICEQAI orojects. cow+asue The law does not preclude local governments and agencies Tom mnioting consultation with IVacm11 the robes that are culWrauy and Vaanbnaly ofllichi within yoururichiction. The NAHo cornv¢s believes thatt his is the best practice To ensure that tribes are consulted commensurate with co"Aww+[n the intent of the law. bei Comimajoi Best practice for the AB52 process and In accordance with Public Resources Code Ivocanll §210103.1(d), Is to do the following: EneinwSousi Within 14 days of determining that an application far a protect 8 complete or a decision by Cbdwa MMx apubil agency to undertake a(uojecL the lead agency Mug provide formal noffealion rcmo to Me designated contact of, or a your representative of, tradiyronoly and culul affected Catalonia Native American Mbes that have requested notice, which shall be occompfibed by mean of of Most one writes no Monaco that Includes a Met description NMIC HEADWAITERS of the prepared p'afeet and in locaip6 Me lead agency Contact lnforml and 15m HiBoulwara Potl8cafion that the Calfomia Naive American Moe has 30 days to request consultation yrwfro Ito th6section. l laaamenb. Pursuon CrfJonio Pi (916)3733710 The NAHC also recommends, but does not require Mat lead agencies include in their NN6<a�a' notification letters informal regarding any cuur lal resources assessment that has been completed on the area of potential affect (APE), such al Pagel of 1, The results of any record search that may have been conducted at an Information Center of the California Historical Resources Information System (CHRIS), including, but not limited to: • A fisting of any and all known cultural resources have already been recorded on or adjacent to the APE, such as known archaeological sites: • Copies of any and all cultural resource records and study reports that may have been provided by the Information Center as had of the records search response; • Whether the records search indicates a low, moderate or high probability that unrecorded Culilresources are located in the APE: and • If a survey is recommended by the Information Center to determine whether previously unrecorded cultural resources are present. 2. me results of any archaeological nventory survey that was conducted, including: • Any report that may contain site rams,site significance, and suggested mitigation measures. All information regarding site locations. Native American human remains, and associated funerary objects should be Ina separate confidential addendum, and not be made available far public disclosure in accordance with Government Code Section Q54.10. 3. The result of the Sacred Lands Fie RPq check conducted through me Native American heritage Commission was novel 4. My ethnognaphlc studies conducted for any area Including all or part of the potential APE and 5. Mygeotechnical reportsregarding all orpral the potential APE. Lead agencies should be aware that recadv' maintained by the NAHC and CHRIS h not exhaustive, and a negative response a these searches does not preclude the existence of a tribal cultural resw¢e. A Mbe may be the only source of Information regarding the penance of a tribal cul ul resource. This Information will aid tribes in determining whether a request formal Consultation. In the event, trial they do, having the information beforehand well halo to facilitate the consubstmn pacers. If you receive medical of change of addresses and phone numbers from Mbei please noflty the NAHC. With youraxlronce we can assure that our consultation list remains current. If you hove any questions, please contact me at my email address: Andrew Greentmalm m Sincerely, Andrew Green Cultural Resources Analyst Attachment Page 2 of 2 Native American Heritage Commission Tribal Consultation List Riverside County V1012021 Ague Caiienk Band ofCareilla Campo Band of Chairman IWMns Mission Indians Jeff Grubbe. Chairperson Ralph Goff, Chairperson 5401 Dinah SMre Drive CaOWIa WI90 Chu" Road, Suits 1 Diegueno Palm Springs. CA. in" Campo. CA. 91 WEI Phone: (760)899 -6800 Phone: (619)478 -9046 Fez (760)699-6919 Fez (619)478-NI8 moRacampnnsn.9ov Ague Count Band ofCabUilb Ewiiaapaayp BOrM OI KYmeyaay Indi broken; Pence Garcia Finger, Director Michael Garcia, Vlce Chairyerson 5401 Dinah Shore Drive CahuAla 4054 Willows Road Diegueno Palm Springs, CA, M64 Alpine, CA, 91901 Phone'. (760)699 -6907 Phone'. (619)445-6315 Fax: (760)699-6924 Fax: (019)"569126 ACBCI-THPOQaaguacalientemet michaelgaleaningmck.net AuguSBM Band of Cehuilk Ewiiaapaayp Boadof Kumeyaay Mission Indians Indians Amanda Vance, Chairperson Robert Firm, Chairpers00 P.O. Box 846 Cehuilla 4054 Willows Road Diegueno Coachella, CA, 92236 Alpine, CA. 91901 Phone: (760)390 -4922 Phone'. (619)445-6315 Fax: (760)369-T161 Fax'. (619) 445-9126 hhainesaaugus8netroscom wmickllnaleaningrock.net CaOaaon Band of Mission the Poafa Band ofDk9ueno lMmns Mission Indians Doug Welmaa, Chairperson Gwandolen Paraft Chairperson 34-245 Indio Springs Parkway Cehuilla 8Crestwwtl Road Diegueno Indio, CA, 922W Boulevard, CA, 91905 Phone: (760)342 -2593 Phone: (619)478 -2113 Fax: (T8D)34T-]880 Fax: (019)478-2125 jskppaceba2pnindiens-morgov LP13bootsaaol.00m Cereals SaI a/indkns the Poek Band otDkgueno Daniel Salgado, Chairperson Mission Indians 52701 US. Highway 371 Cahuilla Javaughn Miller,Tribal Anze. CA, 92539 Administrator Phone: (951)T63 - 5549 8CresIwOOd Road Dleguerw Fax (951)70-MB Boulevard. CA. 91905 Chaim nacehuilla.net Phone t (619)478 -2113 Fez (619)478-2125 Imllleral-PVlbe.net he At is xi anryu d inr we ai unwhit am noxen on the nwmmmn murelr n the Connotation on ern new It ran prodi Morbid seem Eoanaax anim are eery cw,over con nmr Public 11w; Ine nieh env Prca�n.r ofawn-uuwsemryaoe xxv Gveirvu cove At voic 3Mark N wo.uN PWllc nxwme eWa Imm 2021- 02/30/202110:05 AM 1 of 2 0009I7 Native American HedWge Commission Tribal Consultation List Riverside County V1012021 Los Coyotes Band of Call Ramona Band of Camilla and CuOefl0Indians Joseph Hamilion, Chairperson Shane Chappemse. Chairperson P.O. Box 391670 Cahuilla P.O. Box 189 Cahullla Arndt CA, 92W9 Water Springs. CA. 9208"189 Phone'. (951)783 -4105 Phone: (760)]02 -0711 Fax: (951)7634325 Fez (760)782-07 12 adminfiraminna-nsn.gov Banta Rosa Band of Calua lb Man"nita Sled olKumeyaay Indi Naflon Lot Radnor,Tribal Chair Angela EIIIOG Santos, Chairperson P.O. Box 391820 Carl P.O. Box 13M A, 92539 Boulant CA, 91905 Diagueno Phone 59 -2700 Phone'. (619)T5 -4930 Fax: (961)659-2028 Fax (619)76l lowleQsanimsrnsn.gov Selection Band afwlseno Mesa Brame Band ofBiryluerw lr mns Mission Indians Seen Cazart, Chalreereon Michael Union, ChaiPerson P. O. Box 482 Coal P.O Box 270 Dieyueno San Jac -do, CA, 92583 Lulsee Santa Ynal CA, 92070 Phone. (951)654 -2T65 Phone. (760)T02 -3818 Fax (951)654-3198 Fax'. (760) 782-W92 jontverw@wo be-nsngov m ssagmndebandtim eccom Bycuan Band of Me Kumayaey Marongo Band&Mission NaO ft lmbns Cindy MaNre; Chairromen Robert Mahn, Chairy on 1 Kwaeyeay Court Kumeyaay 12700 Pumane Read Cahuilla El Cajon, CA, 92019 Banning, CA, 92220 Serrano Fbone: (619)445-2613 Phone: (951)549 -W07 Faxt (619)4 1927 Fax: (951)91 ssilva@syouan sngov dtones@bm xongo-m n.gav Torres-IHe14ez Desert Cahuft Duachan Tribe of Me Fort Yum Imiane Reservation Thomas Tgrtez, Clealmerson Jill McCormick, Hlsbdc It Box 1160 Call Preservation Officer Thermal, CA, W274 P O. Box 1899 Ouachan Phone: (700)397 -0300 Yuma.A2, 85366 Fax (760)397-8146 Phone'. (760) 572 -2423 tmchairawmandmminezorg his cricpreserveli0n(tgguachenNb extra ded,I is rent an"e inr mM or had mount and I I on the nmmntn mandate n the comminlm on the au It w pn`wurc sawuum d sxnt aerial all are sorry we,sat excle oFM ni The,I arrived any vor mound.wohn N.aawn-uuwsenhanced mryaaevnmtiei cvinu rgµands13 cwny.nda Nam.and antic aeeame call 1-2021- 02/t0/202110:05 AM 2 of 2 We1J BIOLOGICAL ASSESMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT ELEVATED AP N: 693-300-003 Lead Agency: City of Palm Desert Prepared For: Desert Luxury Apartments LLC 2755 S. Nellis Boulevard, Suite 10 Las Vegas, Nevada 89121 Prepared By: Elevated Entitlements LLC 449 Rayburn Street Thousand Oaks, California 91361 March 29, 2021 BIOLOGICAL ASSESMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Table of Contents 1.0 SUMMARY...................................................................................................................... 1 2.0 METHODOLOGY............................................................................................................ 2 3.0 REGULATORY FRAMEWORK .......................................................................................... 3 4.0 EXISTING CONDITIONS................................................................................................. 7 4.1 GENERAL 7 4.2 WILDLIFE 8 4.3 JURISDICTIONAL WATERS 8 4.4 HABITAT CONNECTIVITY AND WILDLIFE MOVEMENTS 9 5.0 BIOLOGICAL CONSTRAINTS & RECOMMENDATIONS.................................................. 9 5.1 SPECIAL STATUS PLANTS AND ANIMALS 9 5.2 NATIVE VEGETATION/HABITAT 5 5.3 NATIVE AND NON-NATIVE TREES 5 5.4 PROJECT CONSTRAINTS & RECOMMENDED MITIGATION MEASURES 5 6.0 REFERENCES................................................................................................................... 1 Figure 2 Project Location Map 3 Figure 3 Conceptual Project Site Plan on Aerial Overlay 4 Figure 4 Vegetation Communities Map 5 Figure 5 Project Site Photograph 1 6 Figure 6 Project Site Photograph 2 7 Figure 7 Project Site Photograph 3 8 Figure 8 Project Site Photograph 4 9 Figure 9 Project Site Photograph 5 10 Figure 10 Project Site Photograph 6 11 ELEVATED 1 BIOLOGICAL ASSESMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT LIST OF TABLES Table 1 Special-Status Plant/Animal Species with Potential to Occur on Project Site 5.5 LIST OF FIGURES Figure 1 Project Vicinity Map A.2 Figure 2 Project Location Map A.3 Figure 3 Conceptual Project Site Plan on Aerial Overlay A.4 Figure 4 Vegetation Communities Map A.5 Figure 5 Project Site Photograph 1 A.6 Figure 6 Project Site Photograph 2 A.7 Figure 7 Project Site Photograph 3 A.8 Figure 8 Project Site Photograph 4 A.9 Figure 9 Project Site Photograph 5 A.10 Figure 10 Project Site Photograph 6 A.1 1 LIST OF APPENDICES APPENDIX A 1 2 ELEVATED BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Biological Constraints & Recommendations March 29, 2021 1 .0 SUMMARY Desert Luxury Apartments LLC (Applicant) is proposing to build a 24-unit condominium project on a 2-acre parcel located at the southwest corner of Gerald Ford Drive and Shepherd Lane in Palm Desert, California. The subject of this proposal is the development of a 24-unit condominium project consisting of a pool house, swimming pool, spa, community landscape area, and detention pond. The vacant site is approximately 2 acres. The project site consists of two parcels, Phase I (Assessor Parcel Number [APN]: 694-300-004) and future Phase II (APN# 694-300-003), occurring within the City of Palm Desert, Riverside County jurisdiction. The two parcels,which are vacant lots, are situated side by side, separated by Shepherd Lane and are referred to as Project Site, collectively. The Project Site is located in an area that is covered by the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP), but is not located in a CVMSHCP's Conservation Area. A reconnaissance-level biological survey conducted on March 25, 2021 at the Project Site revealed that the habitat occurring on the Project Site is characteristic of disturbed desert habitat. Although species occurrence records indicate potential for several special status plants and wildlife species to occur in the project area, the habitat on site is generally of low quality. The Project Site is located in a highly urbanized setting, surrounded by roadways and residential housing, and easily accessible to people. These factors render the Project Site less than optimal to support special status plants and wildlife species. The following special status species have a low to moderate potential to occur on the Project Site: Coachella-valley milk-vetch, Flat-seeded Spurge, Burrowing Owl, Loggerhead Shrike, Flat-tailed Horned Lizard, Coachella Valley Fringe-toed Lizard. The Project Site is not within any preserved lands for the Flat-tailed horned lizard.The extent of the Project Site has the potential to host native breeding bird species protected under the Migratory Bird Treaty Act (MBTA). There are no hydrological nor drainage features on the Project Site that qualify as "Waters of the United States," and/or "State Waters" subject to jurisdictional authority of the United States Army Corps of Engineers (ACOE), Regional Water Quality Control Board, and California Department of Fish and Wildlife (CDFW), respectively. There are no protected trees on the parcels. As stated earlier, the Project's area of potential disturbance does not lie within a Conservation Area of the CVMSHCP. Therefore, the Proposed Project is not subject to CVMSHCP requirements. Under the rules of the CVMSHCP, however, the project may be required to pay a pe-dwelling mitigation fee to the City, to offset potential impacts to biological resources. Although burrowing owls, flat-tailed horned lizard, and Coachella valley fringe-toed lizards are covered species under the CVMSHCP, mitigation measures are recommended to avoid impacts to these resources. In addition, measures to protect nesting birds under the MBTA is recommended. With the implementation of the required mitigation (fee payment); and the recommended mitigation measures, the proposed project development is not expected to result in significant adverse impacts to sensitive species or other biological resources beyond the Project site. ELEVATED 1 BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Biological Constraints & Recommendations March 29, 2021 Introduction The approximately 2-acre Project site consisting of two parcels (Phase I-APN #: 694-300-004 and Phase 11, APN# 694-300-003) is located in the northwest quadrant of Gerald Ford Drive and Portola Road,in the City of Palm Desert. The two parcels (Phase I and Phase 11) are separated by Shepherd Lane and they are referred to in this document collectively as the "Project Site." The Project Site occurs in the western portion of the Coachella Valley area of Riverside County and is situated south of Interstate 10 (Figures 1 and 2). To the north, south, east and west, are roadways and residential development. Desert Luxury Apartments LLC (Applicant) is proposing to build a 24-unit condominium project on the parcels (Project). Figure 3 is a conceptual overlay of the proposed project design plans on an aerial base map of the Project site. On March 25, 2021, Elevated Entitlements staff conducted a general reconnaissance-level biological assessment of the Project site. The site survey and this report are intended to: a) characterize the existing biological conditions at the site, b) to evaluate and discuss the potential for special status plants and wildlife species to occur on the site, c) to identify those biological resources that may pose a constraint to the development of the site and d) to recommend general resource management measures to facilitate the Applicant to avoid or minimize impacts, if feasible. Elevated Entitlements staff evaluated the potential for on-site and adjacent habitats to support special-status plant and/or animal species. In addition, the staff identified whether the site could serve as an important regional wildlife movement corridor or habitat linkage to other open space areas, and whether any potential jurisdictional resources under the protection of the ACOE, the CDFW, and/or RWQCB potentially occur on the site. Since the purpose of this evaluation was to generally identify potential biological constraints to development, focused/protocol-level surveys for plant or animal species were not conducted. 2.0 METHODOLOGY On March 25, 2021, a reconnaissance-level biological survey/habitat assessment of the two parcels (Phase I and Phase II or the 'Project Site') was conducted by Elevated Entitlements staff. The entire site within the proposed development footprint and immediate adjacent areas was traversed on foot to assess site characteristics and dominant habitat areas on the site. Prior to visiting the site, a query of the California Department of Fish and Game's California Natural Diversity Database (CNDDB) (CDFW 2021) and California Native Plant Society Database (CNPS 2021) was conducted to identify special-status plant or animal species previously recorded in the area. The CNDDB lists historical and recently recorded occurrences of both special-status plant and animal species, and the CNPS database lists historical and recent occurrences of special- status plant species. The areas searched included a minimum radius of 1 mile around the project site and included the Cathedral U.S. Geological Survey (USGS) 7.5-minute quadrangle (project location), and the Myoma Quadrangles. A list of plants and wildlife observed on the property was created using the Plant Taxonomy by Holland (1986) and Sawyer et al. (2009). Other standard references used for the survey include Sibley (2003), Stebbins (2003), Jameson and Peters (2004). Prior to conducting the field survey of the project site, EE staff also reviewed aerial photography of the Study Area (Google Earth Maps, 2019), U.S. Fish and Wildlife Service Critical Habitat Online Mapper (httl2://criticalhabitat,fws.gov/), and the Coachella Valley MSHCP (CVMSHCP) web site (https://cvmshco.org/index.htm). In addition, relevant biological assessment reports for past projects in the vicinity was also reviewed as reference, ELEVATED 2 BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Biological Constraints & Recommendations March 29, 2021 The potential for special-status species to occur on the project site is based on the proximity of the site to recorded occurrences listed in the CNDDB and CNPS databases, on-site vegetation and habitat quality, topography, elevation, soils, surrounding land uses, habitat preferences, and geographic ranges of special-status plant and animal species known to occur in the region. 3.0 REGULATORY FRAMEWORK Federal Endangered Species Act (ESA) - The United States Fish and Wildlife Service (USFWS) and the National Marine Fisheries Service are the designated federal agencies accountable for administering the ESA. The ESA defines species as "endangered" or "threatened" and provides regulatory protection at the federal level. • Section 9 of the ESA prohibits the "take" of listed (i.e., endangered or threatened) species. The ESA's definition of take is "to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, collect, or attempt to engage in such conduct." Recognizing that take cannot always be avoided, Section 10(a) includes provisions for take that is incidental to, but not the purpose of, otherwise lawful activities. Specifically, Section 10(a) (1) (A) permits (authorized take permits) are issued for scientific purposes. Section 10(a) (1) (B) permits (incidental take permits) are issued for the incidental take of listed species that does not jeopardize the species. • Section 7 (a) (2) requires federal agencies to evaluate the proposed project with respect to listed or proposed listed species and their respective critical habitat (if applicable). Federal agencies must employ programs for the conservation of listed species and are prohibited from authorizing, funding, or carrying out any action that would jeopardize a listed species or destroy or modify its "critical habitat." o As defined by the ESA, "individuals, organizations, states, local governments, and other non- federal entities are affected by the designation of critical habitat only if their actions occur on federal lands, require a federal permit, license, or other authorization, or involve federal funding. • Section 10(a) of the ESA authorizes the issuance of incidental take permits and establishes standards for the content of habitat conservation plans (see Section 3.3 below). Migratory Bird Treaty Act (MBTA) - Treaties 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 document.As with the ESA,the MBTA also allows the Secretary of the Interior to grant permits for the incidental take of these protected migratory bird species. National Environmental Policy Act (NEPA) - If portions of a proposed project could fall under the jurisdiction of a federal agency (i.e., U.S. Bureau of Reclamation, U.S. Army Corps of Engineers) they are subject to environmental review pursuant to NEPA. NEPA establishes certain criteria that must be adhered to for any project that is "financed, assisted, conducted or approved" by a ELEVATED 3 BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Biological Constraints & Recommendations March 29, 2021 federal agency.The federal lead agency is required to "determine whether the proposed action will significantly affect the quality of the human environment." Section 404 of the Clean Water Act-This section of the Clean Water Act, administered by the U.S. Army Corps of Engineers (USACE),regulates the discharge of dredged and fill material into "waters of the United States." The USACE has created a series of nationwide permits that authorize certain activities within waters of the U.S. provided that the proposed activity does not exceed the impact threshold of 0.5 acre for nationwide permits, takes steps to avoid impacts to wetlands and other designated U.S.waters where practicable, minimizes potential impacts to wetlands, and provides compensation for any remaining, unavoidable impacts through activities to restore or create wetlands. For projects that exceed the threshold for nationwide permits, individual permits under Section 404 can be issued. An inspection of the project site to determine presence or absence of potential jurisdictional wetlands and waters was conducted during the above mentioned general biological assessment. State California Endangered Species Act (CESA) - This legislation is similar to the federal ESA, but it is administered by the California Department of Fish and Wildlife (CDFW - formerly Department of Fish and Game). The CDFW is authorized to enter into "memoranda of understanding" with individuals, public agencies, and other institutions to import, export, take, or possess state-listed species for scientific, educational, or management purposes. CESA prohibits the take of state- listed species except as otherwise provided in state law. Unlike the federal ESA, the CESA applies the take prohibitions to species currently petitioned for state-listing status (candidate species). State lead agencies are required to consult with CDFW to ensure that actions are not likely to jeopardize the continued existence of any state-listed species or result in the destruction or degradation of occupied habitat. California Environmental Quality Act(CEQA)-The basic goal of CEQA is to maintain a high-quality environment now and in the future. The specific goals are for California's public agencies to: 1. identify the significant environmental effects of their actions; and, either 2. avoid those significant environmental effects, where feasible, or 3. mitigate those significant environmental effects, where feasible. CEQA applies to "projects" proposed to be undertaken or requiring approval by state and local government agencies. Projects are activities that have the potential to have a physical impact on the environment and may include the enactment of zoning ordinances, the issuance of conditional use permits and the approval of tentative subdivision maps. Where a project requires approvals from more than one public agency, CEQA requires one of these public agencies to serve as the "lead agency." A "lead agency" must complete the environmental review process required by CEQA. The most basic steps of the environmental review process are to: 4. Determine if the activity is a "project"subject to CEQA; 5. Determine if the "project" is exempt from CEQA; ELEVATED 4 BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Biological Constraints & Recommendations March 29, 2021 6. Perform an Initial Study to identify the environmental impacts of the project and determine whether the identified impacts are "significant". Based on its findings of"significance", the lead agency prepares one of the following environmental review documents: a) Negative Declaration if it finds no "significant" impacts; b) Mitigated Negative Declaration if it finds"significant" impacts but revises the project to avoid or mitigate those significant impacts; c) Environmental Impact Report (EIR) if it finds"significant" impacts. While there is no ironclad definition of "significance", Article 5 of the State CEQA Guidelines provides criteria to lead agencies in determining whether a project may have significant effects. The Native Plant Protection Act (NPPA) - The NPPA includes measures to preserve, protect, and enhance rare and endangered native plant species. Definitions for "rare and endangered" are different from those contained in CESA. However, the list of species afforded protection in accordance with the NPPA includes those listed as rare and endangered under CESA. NPPA provides limitations on take as follows: "no person will import into this state, or take, possess, or sell within this state" any rare or endangered native plants, except in accordance with the provisions outlined in the act. If a landowner is notified by CDFW, pursuant to section 1903.5 that a rare or endangered plant is growing on their property, the landowner shall notify CDFW at least 10 days prior to the changing of land uses to allow CDFW to salvage the plants. Natural Community Conservation Planning (NCCP) Program-A NCCP, which is managed by the CDFW, is 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 listing is required under 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 project site is in a combined Habitat Conservation Plan (HCP) / NCCP, see Section 1.3.3. Sections 1600-1603 of the State Fish and Game Code - The California Fish and Game (Wildlife) Code, pursuant to Sections 1600 through 1603, regulates all diversions, obstructions, or changes to the natural flow or bed, channel, or bank of any river, stream, or lake that supports fish or wildlife resources. Under state code, CDFW jurisdiction is assessed in the field based on one, or a combination, of the following criteria: 7. At minimum,intermittent and seasonal flow through abed or channel with banks and that also supports fish or other aquatic life. 8. A watercourse having a surface or subsurface flow regime that supports or that has supported riparian vegetation. ELEVATED 5 BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Biological Constraints & Recommendations March 29, 2021 9. Hydrogeomorphically distinct top-of-embankment to top-of-embankment limits. 10. Outer ground cover and canopy extents of, typically, riparian associated vegetation species that would be sustained by surface and/or subsurface waters of the watercourse. The CDFW requires that public and private interests apply for a "Streambed Alteration Agreement" for any project that may impact a streambed or wetland.The CDFW has maintained a "no net loss" policy regarding impacts to streams and waterways and requires replacement of lost habitats on at least a 1:1 ratio. Section 2081 of the State Fish and Game Code - Under Section 2081 of the California Fish and Game Code,the CDFW authorizes individuals or public agencies to import,export,take,or possess state endangered, threatened, or candidate species in California through permits or memoranda of understanding.These acts, which are otherwise prohibited, may be authorized through permits or "memoranda of understanding" if (1) the take is incidental to otherwise lawful activities, (2) impacts of the take are minimized and fully mitigated, (3) the permit is consistent with regulations adopted in accordance with any recovery plan for the species in question, and (4) the applicant ensures suitable funding to implement the measures required by the CDFW. The CDFW shall make this determination based on the best scientific information reasonably available and shall include consideration of the species' capability to survive and reproduce. Section 3505.5 of the State Fish and Game Code-This section makes it unlawful to take, possess, or destroy any birds in the order Falconiformes or Strigiformes (birds-of-prey, e.g.: owls, hawks, eagles, etc.) or to take, possess, or destroy the nest or eggs of any bird-of-prey. CVAG/Coachella Valley Conservation Commission Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP)/ NCCP-Subsequent to the establishment of the Fringe-toed Lizard HCP in the early 1980s, continued growth in the Coachella Valley impacted other species and their habitats. Several species that occur in the Coachella Valley have been listed as threatened or endangered, and several more have been proposed for listing or identified as candidates for listing. A scoping study was prepared for the Coachella Valley Association of Governments (CVAG) by the Coachella Valley Mountains Conservancy (Conservancy) in 1994. It was recommended that a Multiple Species Habitat Conservation Plan (MSHCP) be prepared for the entire Coachella Valley and surrounding mountains to address potential state and federal Endangered Species Act issues in the proposed MSHCP area. Subsequently, a Memorandum of Understanding (MOU) was developed to govern the preparation of the MSHCP. In late 1995 and early 1996, the cities of Cathedral City, Coachella, Desert Hot Springs, Indian Wells, Indio, La Quinta, Palm Desert, Palm Springs, and Rancho Mirage, Coachella Valley Water District, Riverside County Flood Control and Water Conservation District, Imperial Irrigation District,the County of Riverside, USFWS, CDFW,the Bureau of Land Management (BLM),the U.S. Forest Service (USFS),and the National Park Service (NPS) signed the MOU to initiate the planning effort. In late 1996 and early 1997 the parties to the MOU approved an amendment stipulating that the MSHCP will meet the intent of the Natural Community Conservation Planning (NCCP) Act as well as the California Endangered Species Act (CESA) and the Federal Endangered Species Act (FESA), and,further,that the MOU constitutes an agreement to prepare a NCCP. Final state and federal resource agency approval and permitting for the CVMSHCP occurred in September and October 2008. ELEVATED 6 BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Biological Constraints & Recommendations March 29, 2021 Preparation of the CVMSHCP serves two main purposes: balancing environmental protection and economic development objectives in the CVMSHCP area, and simplifying compliance with endangered species related laws.The CVMSHCP intends to accomplish this through the following means. Conserving adequate habitat in an unfragmented manner to provide for the protection and security of long-term viable populations of the species that are either currently listed as threatened or endangered, are proposed for listing, or are believed by the Scientific Advisory Committee, USFWS and CDFW,to have a high probability of being proposed for listing in the future if not protected by the CVMSHCP. It is intended to proactively address requirements of the state and federal endangered species acts to avoid disruption of economic development activities in the CVMSHCP area. For species that are currently listed as threatened or endangered, the CVMSHCP is the basis for securing incidental take permits. For species that are not currently listed, the CVMSHCP addresses the conservation of the species and its habitat as if the species were listed, so that if the species is subsequently listed, an incidental take permit will be issued on the basis of the CVMSHCP, and no further mitigation requirements will be imposed. A further goal of the plan is to remove the need to list species as threatened or endangered by taking proactive conservation measures. It should be recognized that the CVMSHCP does not address Section 404 of the Clean Water Act nor the Streambed Alteration Agreement provisions of the California Fish and Game Code, (Section 1600). Projects that currently require a Section 404 permit or Streambed Alteration Agreement will continue to do so notwithstanding the CVMSHCP. Additionally, the CVMSHCP does not provide a means of compliance with the federal Migratory Bird Treaty Act (MBTA). The CVMSHCP website on the subject property was consulted to determine the parcel numbers that were surveyed on the subject project site, and their status with regards to the various county plan areas. The subject parcels do not occur within any Conservation Areas, but occur within the overall CVMSHCP planning area, to which the City of Palm Desert is a signatory to. 4.0 EXISTING CONDITIONS 4.1 GENERAL Climate The project area lies within the confines of a geographical region known as the Colorado Desert (Jaeger, 1957). As is typical of this subdivision of the Sonoran Desert, annual rainfall averages less than six inches (National Climatic Center, 2013). Most precipitation falls during the winter and late spring with occasional summer storms accounting for approximately one fifth of the annual total. Winter days are mild, averaging 71 degrees Fahrenheit. Winter nights occasionally drop to near freezing. The month of July brings the hottest temperatures with daytime highs averaging 109 degrees F. Physical Features/Soils The subject project site consists of two parcels, to the east and west of Shepherd Lane. Both parcels are generally rectangular in shape and occupy approximately 2 acres each of vacant property. The parcels are generally flat, and gently sloping towards the north and east. The elevation ranges from approximately 225 feet above sea level at the eastern portion of Phase II 7 ELEVATED BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Biological Constraints & Recommendations March 29, 2021 parcel adjacent to Portola Road, to approximately 258 feet at the western portion of Phase I, heading westwards. The USDA's online Web Soil Mapper (www.websoilsurvey.sc.egov.usda.gov) was reviewed to obtain information about the soils on the Project site. The soils on the Project site are Myoma fine sand (5 to 15 percent slopes). Soil characteristics are uniform over the entire site. Soil is composed of wind-blown alluvium created by persistent air movements from the northwest. This process increased in intensity with the drying out of the Coachella Valley at the close of the Pleistocene epoch ending 10,000 years before present. The presence of a wall on the south side of both parcels associated with the adjacent residential buildings, has resulted in some sand stabilization next to the wall. Vegetation The vegetation of the project site is sparse on both parcels and consists of a single habitat type that can be characterized as disturbed Sonoran creosote bush scrub. This type of vegetation community is characterized by creosote bush (Larrea tridentata), which is the most conspicuous plant of this vegetation type. Other native plants in less conspicuous numbers include Indigo bush (Psorothamnus schottii) and Burro brush (Hymenoclea salsola), interspersed among the cresote bush and occurring sparingly. The ground cover is predominantly consisting of non-native common Mediterranean grass (Schcismus barbatus). Other non-native plants occurring on both parcels include: Salt cedar (Tamarix ramosissima), horseweed (Erigeron bonariensis) and ornamental flowers, occurring right next to the walls of the adjacent housing. The creosote bushes predominantly occur along the southern wall separating the parcels from the adjacent housing. This may be due to the precipitation that pools next to the wall or due to irrigation of the lawns on the adjacent property. In the western portion of the Phase I parcel and the eastern portion of the Phase 11 parcel are piles of wooden debris. Small stockpiles of compacted sand and construction debris material were also detected on both sites. The vegetation communities on both parcels are shown in Figure 4, Vegetation Communities Map. Figure 5 contains photographs of the site that depict the vegetation and site conditions. 4.2 WILDLIFE During the site survey, the side-blotched lizard (Uta stansburiana) and western whiptail (Cnemidophorus tigris) were detected on the site. Several small burrows, likely occupied by these common reptiles were also detected throughout the site. Bird species that are common, detected during the survey include: Common raven (Corvus corax), mourning dove (Zenaida macroura) and a house finch (Carpodacus mexicanus). No nests of birds were detected. 4.3 JURISDICTIONAL WATERS The two parcels (Phase I and Phase 11), are dry, vacant lots, covered by loose sands, as seen in Figures 1, 2, and 3 containing representative photos of the project site. There are no drainages or other aquatic features that could potentially be under the jurisdictional authority of the California Department of Fish and Game, U.S.Army Corps of Engineers,or the Regional Water Quality Control Board. 16 ELEVATED 8 BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Biological Constraints & Recommendations March 29, 2021 4.4 HABITAT CONNECTIVITY AND WILDLIFE MOVEMENTS While the project site does support some foraging habitat for wildlife species, it does not represent a linkage between significant natural habitats. Common urban wildlife such as coyotes and black-tailed rabbits could utilize the project site for temporary resting and foraging and use the parcels as transients. The highly urbanized setting surrounding the project site and the presence of roadways surrounding the parcels, present a severe constraint for wildlife movement. 5.0 BIOLOGICAL CONSTRAINTS & RECOMMENDATIONS No special-status plant or animal species were observed during the site visit. Based on a 1-mile radius query of the California Natural Diversity Database (CNDDB), a list of special-status plant and animal species that have the potential to occur on site is provided in Table 1, Special-Status Plant or Animal Species with Potential to Occur on the Project Site. In addition to the list of species yielded for the 1-mile radius query, additional species were evaluated for their potential to occur on the site, based on literature review of other studies in the region. 5.1 SPECIAL STATUS PLANTS AND ANIMALS No special-status plant or animal species were observed during the site visit. As previously described, the site visit was a "reconnaissance-level" survey and therefore did not include focused surveys for such species. A complete list of special-status plant and animal species that have the potential to occur on site is provided in Table 1, Special-Status Plant or Animal Species with Potential to Occur on the Site. Of the 12 special status plant and wildlife species that could potentially occur in the project area, none have a high potential to occur on-site due to various factors, including: the highly urbanized setting of the Project area, open access of the site, evidence of human disturbance (trash and debris) on the site. All these factors greatly limit the suitability of the site for these species. ELEVATED 9 BIOLOGICAL ASSESMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT References March 29,2021 Table 1 Special-Status Plant/Animal Species with Potential to Occur on Project Site Status Occurrence General Habitat Common Name CVMSHCP Potential on Project Scientific Name State Federal CNPS Description Site Plants Astragalus lentiginosus var. 1 B.1 Yes Annual/Perennial Moderate. Loose, coachellae herb found in sandy sandy soils present flats,washes, on site. Species not alluvial fans,sand observed during field, dunes and surveys. Moderate dune edges, at 130 potential to occur to 2,150 feet, a CA due to disturbed endemic. nature of site. This plant species is listed as federally Endangered Flat-seeded spurge (Euphorbia 1 B.2 No Annual herb found Very Low.The flat- platylsperma) in desert dunes and seeded spurge is an Sonoran Desert extremely rare scrub habitat at 210 ephemeral herb to 330 feet known to occur on elevations. sandy soils in the Sonoran Desert. This species was not detected during surveys.The disturbed nature of the site makes it unsuitable habitat. Ribbed Cryptantha 4.3 No Annual herb found Low.This plant is an (Cryptantha costata) in sandy soils and uncommon blooms between ephemeral plant. February and May. This species was not detected during the surveys. The project site has suitable habitat but the quality of habitat is low. The ribbed cryptantha is not listed as rare, threatened or endangered by either the state or federal governments. Glandular ditaxis (Ditaxis 213.2 Yes This perennial herb Very Low.A very claryana) is found in sandy rare perennial herb soils in creosote that It is restricted bush scrub of the to sandy Sonoran and environments in the Mojave deserts Sonoran Desert and below 1,500 feet. has been found in 1 ELEVATED ENTITLE Ts BIOLOGICAL ASSESMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT References March 29,2021 Blooms from the Coachella December through Valley at elevations March. Imperial, similar to those Riverside, and San found on the Bernardino project site.Since Counties, and the glandular Arizona and ditaxis is a northern Mexico. perennial,it is likely that it would have been detected during the on-site surveys. It was not detected and therefore presumed to not likely to occur onsite.This species is not listed as rare,threatened or endangered by either the state or federal governments nor is it proposed to be listed at this time. Reptiles Flat-tailed horned lizard CSC Yes Fine sand in desert Moderate. Suitable (Phrynosoma mcallii) washes and flats habitat is present with vegetative on site in the form cover and ants, of loose,sandy soils, generally below though degraded. 600 feet elevation Additionally,site is in Riverside,San isolated from sandy Diego, and Imperial sources. There are, Counties. however,several records of this species in the project area.The Project site does not occur within the Flat-tailed horned lizard Preserve Areas. Coachella Valley fringe-toed SE FT Yes Sandy areas of the Moderate. Suitable lizard (Uma inornate) Coachella Valley habitat is present (dunes and sand on site in the form field habitats) of loose,sandy soils, though degraded. Additionally,site is isolated from sandy sources. There are, however,several records of this 2 ELEVATED ENTITLE Ts BIOLOGICAL ASSESMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT References March 29,2021 species in the project area. Burrowing owl CSC Yes This species prefers Moderate. The (Athene cunicularia) Grasslands, nests in open nature of the burrows.This project site to species also human access and inhabits man-made traffic renders this structures such as site less than culverts and pipes. suitable habitat for Often occupies the species,this unused ground species was not squirrel burrows. detected during the survey, nor was any burrows or signs of owls detected. However, due to several occurrence records of this species in the project area,there is a moderate potential that this species may occur on site. Loggerhead shrike (Lanius CSC No Prefers open fields Moderate: Both ludovicianus) with scattered trees foraging an nesting or shrubs, open habitat found on country with short site, although the vegetation, habitat on site is less pastures, old suitable for nesting, orchards, This species is not cemeteries,golf covered under the courses,riparian MSHCP, has no areas, and open special federal woodlands. status but is considered a Species of Special Concern by the State of California, This species was not detected during the survey nor were any nests found. CSC Yes Resident of open Very low.The desert wash,scrub, cactus species alkali scrub, which the Le Le Conte's thrasher succulent scrub Conte's thrasher (Taxostoma lecontei) habitats, nests in strongly prefers for dense spiny shrubs nesting, is absent and cacti in from the Project site washes. This and,therefore, it is species is closely presumed that this 3 ELEVATED ENTITLE Ts BIOLOGICAL ASSESMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT References March 29,2021 associated with species does not golden cholla,an nest on the Project arborescent cactus site. There is less that provides a than suitable nesting site for the foraging habitat on thrasher site for this species. This species is covered under the CVMMSHCP. WL No Inhabits a variety of Low. Foraging only, Prairie falcon (Falco mexicana) open terrain, nests no nesting habitat on cliffs present, Mammals CSC Yes Most common in Moderate:The creosote- Project site supports dominated scrub, habitat for this but also in desert species, but less riparian,scrubs, than suitable. This Palm Springs Pocket Mouse wash, and species was not (Perognathus longimembris) sagebrush habitats detected during the general survey. This is a covered species under the CVMSHCP. Moderate: The Project site supports habitat for this species, but less than suitable. This species was not Coachella Valley (Palm detected during Springs) round-tailed ground the general survey. squirrel This is a covered species under the CVMSHCP. There are several occurrence records for this species in the project area. Status Key: Federal: FE=Federal Endangered;FT=Federal Threatened,FSC=Federal Species of Concern State: CE=California Endangered;CSC=California Species of Concern;CR=California Rare, WL=Watch List,FP=Fully Protected CNPS: Rare Plant Rank 1 B=Rare,Threatened or Endangered in California and elsewhere 2=Rare,Threatened or Endangered in California,but more common elsewhere 3=Plants about which we need more information-a review list 4=Plants of limited distribution-a watch list .1 =seriously threatened in California .2=fairly threatened in California .3=not very threatened in California 4 ELEVATED ENTITLE Ts BIOLOGICAL ASSESMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT References March 29, 2021 5.2 NATIVE VEGETATION/HABITAT The implementation of the proposed project is likely to impact a nominal amount of disturbed Creosote bush scrub habitat and sandy soils. 5.3 NATIVE AND NON-NATIVE TREES There are no native trees on the Project site. As indicated earlier, there are a number of non- native salt cedar, occurring on the Project site. 5.4 PROJECT CONSTRAINTS & RECOMMENDED MITIGATION MEASURES Protected Birds The extent of the site has a moderate potential to host native bird species throughout their nesting period, for shrub, and ground nesting bird species. Development Constraint: Native breeding birds,their active nests, eggs,and young are protected under the Fish and Game Code of California and the federal Migratory Bird Treaty Act (MBTA). In addition, avoidance of impacts to nesting migratory and resident birds is a requirement of the federal permit issued for the CVMSHCP. Therefore, potential impacts on bird nests from grading and/or construction-related activities should be avoided. Potential Mitigation: In order to avoid impacting nesting birds, avoidance of project-related disturbance during the nesting season would be required (generally from approximately February 1 to August 31). Alternatively, nesting bird surveys conducted by a qualified biologist immediately prior to project related disturbance during the nesting season would be required. If nesting birds are present, no work would be permitted 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 100 - 300 feet for songbirds. The implementation of this mitigation measure may be conducted in concurrence with the Burrowing Owl pre-construction surveys,which would also ensure avoidance of other protected bird species such as the Loggerhead Shrike and Le Conte's thrasher, which have a potential to occur on the site. Burrowing Owl Development Constraint: Burrowing owl is deemed to have a moderate potential to occur on the project site. This is a covered species under the CVMSHCP. Since the Project site is not within a Conservation Area of the CVMSHCP, the Project is not required to conduct protocol surveys for this species. However, a Project is still required by law (DFG codes and MBTA) to avoid "take" of burrowing owls. 5 ELEVATED BIOLOGICAL ASSESMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT References March 29, 2021 Potential Mitigation: Impacts to this species, if present on the site, can be accomplished by take avoidance (pre-construction) surveys. CDFW recommends two take avoidance surveys. The first should occur between 14 and 30 days prior to ground disturbance and the second within 24 hours of ground disturbance. If owls are located on the project site, conducting the first clearance survey 14 to 30 days prior to ground disturbance enables the project proponent to consult with CDFW to determine what course of action is needed, such as the use of exclusion devices (if applicable) to discourage owls from using burrows that are believed to be in jeopardy of being impacted by implementation of the project. The project site lies within the boundaries of the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) and is, therefore, subject to per residential unit fees. The precise amount will be determined by the City of Palm Desert and is based upon the fee requirements at the time of approval. In addition to the implementation of the recommended mitigation measures discussed above, the payment of the mitigation fee to the City would offset impacts to species that are not covered under the CVMSHCP and therefore, the project would have less than significant adverse impacts to biological resources beyond the confines of the proposed project development. 6 ELEVATED BIOLOGICAL ASSESMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT References March 29, 2021 6.0 REFERENCES Baldwin, B.G., D.H. Goldman, D.J. Keil, R. Patterson, T.J. Rosatti, and D.H. Wilken (eds.). 2012. The Jepson Manual, vascular plants of California, second edition. University of California Press, Berkeley, CA. California Department of Fish and Game (CDFG). 2021. California Department of Fish and Game Natural Diversity Database©2003, Version 3.0.5, Update. California Native Plant Society (CNPS). 2021. "California Native Plant Society Inventory of Rare and Endangered Plants." < httr)://cnips.web.aplus.net/cgibin/inv/inventor\/.cgi>. Jaeger, E.C. 1957. The North American Deserts. Stanford University Press, Stanford, California. National Climatic Data Center. 2013. Climate Summaries, Asheville, North Carolina. Rincon Consultants, Inc. 2008. Biological Resources Assessment Agoura Medical Partners Project, Chesebro and Agoura Roads, Agoura Hills, County of Los Angeles, California. Sawyer, J.O., T. Keeler-Wolf, and J.M. Evens. 2009. A Manual of California Vegetation, second edition. California Native Plant Society, Sacramento, CA. Sibley, D. 2003. The Sibley Field Guide to Birds of Western North America. Alfred A. Knopf, New York, NY. Stebbins, Robert. 2003. A Field Guide to Western Reptiles and Amphibians. Houghton Mifflin Company, New York, NY. 1 ELEVATED BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Appendix A PROJECT FIGURES 1 ELEVATED ENTITLEMENTS E1' SEC#. o#: •: ...-r- h.._.._..... ..1 "i,T - _ c ::: .— _ . In FIIII ........... _ ............:: . . �� ::::::::::::::1 s. ...................... 1 r i ; ..... s.. ..:.....:...... .... ................ - 1 .: :: - sa.;, 1f I:: Palm'S zinc s -.0 Ora110 v.ny„ PA Sprin s":. r l[Ilt;j^c� a:::::::::::: �`• h.+ � - ihp uzm0 ........ .am.r...... '!•1 alms, --- - 1..._•ti.,. � —S ................... k Y � :�i:' - - 6 ('11�(i.:ai�., r:nr.:: i 1: y9 + 4.wm : . . f.- :.tl,edl:il 1 i g —... ... i �........ Ranch 9s#I.vga Fra6itScaeara-FFr._......... Cit.6f .. !: a Rancho Mirage s:., ! ":�._._._--_.__--_—_._ ..•1....................... . �,••w••wRkY ... ................ iF - -� 1 .P.alrfi:Deserta' 4: , �. . .......... k BarniucFa tS rmes`1 ::i: :::::`::::::- I i" 3 . .D... .. '`r: .. 1' - .. . ] !I � 1 Prtnl Elecert 1j: .......... . i _ :; Tl:Nle yr Ci of '�. i.1.2 Indio r'Inri�ir�"a� .; ...... . i..e e i i.� i .: C i of _.-. Map not to scale Project Vicinity Map,Figure 1 Santa Barbara Condominiums Palm Desert A ELEVATE Q ENTITLEMENTS ate. y�•�_.,�,A • ,� 1{Iil e R 70 N:. _ f r AR AW Ut AM ALZIAZ WAD, ti~ yyy N _ era r vIlk ITM14,— r A 40,1 `7 f �xr.�ri I .• not to scale Project Location Map, Figure 2 AE I F V Santa Barbara Condominiums Palm Desert - R . • - . •' *. ems.rW PF '* ' ', 0 WO -01W ' * Iry INW. W Tff W'V —Gerald-ford W .... !.-�A 7 { • I { Map not to scale Project Aerial Map, Figure 3 Santa Barbara Condominiums Palm Desert A ELEVATE Q ENTITLEMENTS �4-------------------------------------------------- 47 - I I •::::k:.4•:...::k,.fb::-:^:�.•:.-: y,. ::.Z: ?'yE":f:T.'•:'; :' %'''•'#`o'.v:�Q..: s i +I - ":::.1 13 :.- I Y --- — — :a— — — -- Y s Lo Y I c • ------------_ - — —— .14 L_ _ S r — I a� $. ' 3 �b............. b M. I ;w 4ati7 Y Map not to scale Project Site Plan Overlay, Figure 4 Santa Barbara Condominiums Palm Desert A ELEVATE Q ENTITLE h1ENT5 IVIV1141.v.. - IV](J1I1-4. 7-" t WNW! ' _ 7 f Gerald Fond Dr Gerald Ford Dr Gerald Ford Dr � T • • • � �} DSCS - OAK Scholar Ln W. ' Scholar Ln E ch Obr k--/A C7 — CondominiumsVegetation Communities Map,Figure 5 DSCS Disturbed Sonoran Creosote Scruia Santa Barbara Desert .M ,Ti- e 0 7.5 ��5 mi X, ePoa - - L El MSHCP Map, Figure 6 Project Location Santa Barbara Condominiums Palm Desert CVMSHCP Conservation Areas City Boundaries E LEVATED ❑ CVMSHCP Planning Boundary I l 1 I SFVEIv aatMs vat,.ev — _!: .� +~• `lli�_L�.r A�-- _'_.1 .—•_— —•_———————, a'•-- °��I � I -- -_ � .data;�''R�`C4•"�' �xi �.. , I ______ ------- I I�9 i —— Fa�.a ._ Palm Springs Req i - _•_-�,1 `•s` „� I � I� cbe^—�ero kx,s' c4AcnE L.yv I wnl I I I I I I ... ' '• ' ' a. rvalwn I ueuzu.re Nr..i..i l..�_r _•_• IJ z rs Ilrrmal I uel I +azau.lure ._._.� , cxnran ._._._._._._._._ clue I� IA .. ..,,N r0 11—IN TI,NS I Lnen I MSHCP Map, Figure 7 Project Location Santa Barbara Condominiums Palm Desert MSHCP ELEVATED ❑ City Boundaries ENTITLEMENTS BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Figure 5 Project Site Photograph 1 Photo 1. Phase I parcel. View looking west from Shepherd Lane. Photos shows Creosote brush scrub vegetation and sandy substrate. la� 6 ELEVATED EN.I.LEMENTS BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Figure 6 Project Site Photograph 2 Photo 2. Phase I parcel.View looking north towards Gerald Ford Drive.View shows sandy substrate and groundcover composed of non-native grass of Mediterranean origin. la� 7 ELEVATED EN.I.LEMENTS BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Figure 7 Project Site Photograph 3 Photo 3. Phase I parcel. View looking south towards adjacent residential house and wall. Large shrubs are Creosote bush. la� 8 ELEVATED EN.I.LEMENTS BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Figure 8 Project Site Photograph 4 Photo 4. Phase I parcel.View looking southeast. Foreground shows sandy soils and limited ground cover and in the background are large creosote bushes and a wall of adjacent residential buildings. la� 9 ELEVATED EN.I.LEMENTS BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Figure 9 Project Site Photograph 5 Photo 5. Phase I parcel. View looking south at the wooden piles and construction debris materials, in the western portion of the parcel. la� 10 ELEVATED EN.I.LEMENTS BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Figure 10 Project Site Photograph 6 Photo 6. Phase I parcel. Photo of a small burrow, likely used by small reptiles. la� 11 ELEVATED EN.I.LEMENTS BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Photo 7. Phase I parcel. View looking east towards Shepherd Lane. Photo shows debris and trash collected along the wall of the adjacent residential houses. 12 ELEVATED EN.I.LEMENTS BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Photo 8. Phase I parcel. View looking east towards Shepherd Lane. Photo shows non-native salt cedar in the foreground. 13 ELEVATED EN.I.LEMENTS BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Photo 9. Phase II parcel. View looking East from Shepherd Lane. View shows sandy soils as substrate, similar to that which occurs on Parcel I; and creosote bush on the right-hand side of the photo view, with a wall of the adjacent residential housing. 14 ELEVATED EN.I.LEMENTS BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Photo 10. Phase II parcel. View looking southeast at large creosote bushes in front of the wall associated with adjacent residential development. The trees seen in the photo are located on adjacent property. 15 ELEVATED BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Photo 11. Phase II parcel. View looking north east towards Gerald Ford Road. The view shows the characteristic Sonoran Creosote Bush Scrub vegetation, with sandy substrate. 16 ELEVATED BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Photo 12. Phase II parcel. Photo of a small burrow, likely occupied by a lizard species. 17 ELFVATF BIOLOGICAL ASSESSMENT FOR PALM DESERT SANTA BARBARA CONDO PROJECT Appendix A Project Figures March 29, 2021 Photo 13. Phase II parcel. View looking southeast at the far eastern corner of the parcel, Photo shows a non-native salt cedar shrub in the background. 18 ELEVATED Engineers, Geologists & Environmental Scientists Limited Geotechnical/Geological Investigation Report Proposed Multi-Family Residential Development SWC of Gerald Ford Drive and Shepherd Lane Palm Desert, California Terradyne Project No.: L201071 November 11, 2020 Terradyne Engineering, Inc. 2691 Dow Avenue, Suite F, Tustin, CA 92780 Office: 657-212-5800 • Website: www.terradyne.com TCRRe-AR1KAWC Engineers, Geologists 4 Environmental Scientists Terradyne Engineering,Inc. 2691 Dow Avenue, Suite F Tustin, CA 92780 Office: 657-2I2-5800 www.terra4yne.com November 11,2020 To: Bill Ross Quality Choice Construction 2755 S.Nellis Blvd. Suite#10 Las Vegas,NV 89121 Phone: (702)641-2400 Cell: (702)413-8249 Re: Preliminary Limit Geotechnical/Geological Investigation Proposed Multifamily Residential Development at: SWC of Gerald Ford Drive and Shepherd Lane Palm Desert,CA 92211 Terradyne Proposal No.: LP20G119 rev 2 Dear Mr. Ross: In accordance with your request, Terradyne Engineering, Inc. has performed a limited geotechnical/geologic investigation at the subject site. The purpose of our investigation was to evaluate the geotechnical conditions at the site in the areas of proposed improvements, and to provide geotechnical parameters for design and construction. Based on our investigation, it is our opinion that the proposed construction is feasible from the geotechnical standpoint provided the recommendations contained herein are incorporated into the project plans and specifications. This report should be reviewed in detail prior to proceeding further with the planned development. We appreciate and wish to thank you for the opportunity to serve you on this project. Please do not hesitate to contact us if we can be of additional assistance during the Construction Materials Testing and Quality Control phases of construction. Respectfully Submitted, Terradyne E ' ring, Inc. O PRppF �PNAN Pq8 Ss'i0 N N �0M Mahan Pas + Kurt Brown P.E. (FL) Senior Geotechnical Engineer Branch Manager Geotechnical Engineering•Environmental Engineering•Construction Material Testing•Civil Site Design Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 TABLE OF CONTENTS Page EXECUTIVESUMMARY ...............................................................................................................iv 1. INTRODUCTION.........................................................................................................................5 2. PROPOSED CONSTRUCTION...................................................................................................5 3. PURPOSE AND SCOPE OF SERVICES.....................................................................................5 4. SITE DESCRIPTION....................................................................................................................6 5. INVESTIGATION.........................................................................................................................6 5.1. SITE GEOLOGY...................................................................................................................6 5.2. EXPLORATION PROGRAM...............................................................................................6 5.3. GENERAL SUBSURFACE CONDITIONS.........................................................................7 5.4. GROUNDWATER................................................................................................................7 5.5. LABORATORY TESTING PROGRAM..............................................................................7 5.5.1. Corrosion Potential Assessment.........................................................................8 5.6. FAULTING AND SEISMICITY...........................................................................................9 SeismicDesign Parameters...........................................................................................9 Table 2. 2019 CBC Seismic Design Criteria............................................................10 6. HAZARDS..................................................................................................................................... 11 FaultRupture ................................................................................................................I I GroundShaking............................................................................................................I I DrySand Settlement.....................................................................................................I I Liquefaction..................................................................................................................12 7. RECOMMENDATIONS............................................................................................................... 13 7.1. FOUNDATIONS................................................................................................................... 13 7.1.1. Spread Footings ..................................................................................................13 CrawlSpace..................................................................................................................14 7.2. SLABS-ON-GRADE............................................................................................................. 15 7.2.1. General Slab Considerations...............................................................................15 7.2.2. Exterior Slabs......................................................................................................15 7.2.3. Interior Slabs.......................................................................................................15 7.3. VEHICLE PAVEMENTS...................................................................................................... 16 RigidConcrete Pavements............................................................................................16 7.4. CONSTRUCTION GUIDELINES........................................................................................ 17 7.4.1. Construction Monitoring.....................................................................................17 7.4.2. Site Preparation...................................................................................................17 7.4.3. Material for Fill...................................................................................................18 7.4.4. Fill Placement and Compaction..........................................................................18 Table 3. Compaction Recommendations..................................................................19 7.4.5. Temporary Excavations and Backfill .................................................................19 7.4.6. Trench Backfill...................................................................................................20 7.4.7. Temporary Drainage Measures...........................................................................20 7.5. SITE DRAINAGE AND MAINTENANCE .........................................................................20 8. STORMWATER INFILTRATION...............................................................................................22 9. REVIEW AND SERVICES ..........................................................................................................25 Shoring (if proposed)....................................................................................................25 ii Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 PlanReview..................................................................................................................25 Additional Geotechnical Services.................................................................................25 10. LIMITATIONS............................................................................................................................26 APPENDIX A Figure A -Vicinity Map Figure B - Site Plan Figure C - Regional Geologic Map Figure D - Regional Topographic Map Figure E - Seismic Hazard Information APPENDIX B Excavation Logs Key to Classification Terms and Symbols APPENDIX C Laboratory Tests APPENDIX D Percolation Tests iii Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 EXECUTIVE SUMMARY The soil conditions at the site of the proposed two to three single-family residences to be constructed at SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, California were explored by excavating four(4) borings to a maximum depth of 50-foot below existing grade. Laboratory tests were performed on selected specimens to evaluate the engineering characteristics of various soil strata encountered in our engineering borings. This report presents a description of subsurface conditions encountered at the site, foundation recommendations, and design and construction criteria influenced by the subsurface conditions. A summary of the report; based on data obtained from field investigations, laboratory test results and our previous experience with similar sites,is presented as follow: o In General, the material underlying the site, in our boring location, were noted to consist of very loose to very dense poorly graded dune sand to the maximum depth explored of 50 feet. The upper 3 feet of the soil has very loose to loose consistency and the layers below the depth of 35 feet become fine grained dune sand. o Free ground water was not encountered in our borings during our field investigation and based on nearby wells the highest historic ground water is estimated to be at+150 feet below the ground surface. o We estimate that total and differential dynamic settlement up to about 4 3/4 - inch and 2-inch over a horizontal distance of approximately 25 feet is possible at the ground surface within our borings due to dry sand settlement from the Maximum-level earthquake. o Due to presence of very loose to loose top surficial dune sand across the site and its potential for dynamic settlement and caving during construction, we recommend the upper 3 feet of soil underneath the improvements be replaced with imported structural fill and be compacted per our section titled "Fill Placement and Compaction". Alternatively,the upper 4 feet of dune sand may be improved by means of soil mixing or other appropriate methods. o In our opinion, the proposed multifamily residence development may be supported on continuous spread footings bearing into the imported structural fill or recompacted improved material. Other less critical landscape features may be supported on conventional spread footing. Detailed descriptions of subsurface conditions, engineering analysis, and design recommendations are included in this report. iv Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 1. INTRODUCTION Per the request of the client, Terradyne Engineering, Inc. (Terradyne)has prepared this Limited Soils Engineering Report to evaluate the subsurface material at the subject property. This Report has been completed in order to provide soils engineering findings and recommendations pertaining to the currently proposed subject site improvements. 2. PROPOSED CONSTRUCTION Based on information provided, we understand that the proposed project consists of the construction of a maximum three-story Multi-family apartment complex development at the SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, California(See Figure A and B). We also understand that the project consists of two phases,A and B, on the west and east half portion of the property,respectively, as shown in the site plan Figure B. Each phase consists of six three-story 4-unit buildings,with garages on the first floor. There are two recreation areas on each phase and a shared swimming pool in phase A. Other improvements may include concrete walkways, asphalt parking lots and driveways and other miscellaneous landscape features such as lamp posts and site retaining walls. 3. PURPOSE AND SCOPE OF SERVICES The purpose of our geotechnical investigation was to evaluate the subsurface soil and groundwater conditions of the site and provide geotechnical engineering recommendations for the design and construction of the proposed residence. Our scope of services includes the following: 1) Drilling and sampling of four(4)Borings to the maximum depth of 50 feet. 2) Performing laboratory tests,review and evaluation of field and laboratory tests. 3) Compilation, generalization and analysis of the field and laboratory data according to the project requirements 4) Preparation of recommendations for the design and construction of the structure 5) Preparation of recommendations for the storm water infiltration. 6) Preparation of this report presenting our findings, conclusions, and recommendations, pertinent to the proposed building and paving sections for drive and parking area. The Scope of Services does not include an environmental assessment of the presence or absence of wetlands and/or hazardous or toxic materials in the soil, surface water, groundwater, or air, in the proximity of this site.Any statements in this report or on the boring log regarding odors,colors or unusual or suspicious items or conditions are strictly for the information of the client. 5 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 4. SITE DESCRIPTION The vacant 280 feet by 650 feet rectangular lot is bounded to the north by Gerald Ford Drive, to the east by Shepherd Lane, to the south by one story residences and to the west by an empty lot with a similar natural landscape (See Figure A and B). The lot boundary on south side appears to be the free- standing wall of the neighbors. The lot of phase A and B, slopes down from west to east by about 25 feet and from south to north by about 10 feet. The vegetation across the site appears to be light including some bushes and shrubs. 5. INVESTIGATION 5.1. SITE GEOLOGY Regional Geologic maps of the area (Dibblee, T.W., and Minch, J.A., 2008, Geologic map of the Thousand Palms & Lost Horse Mountain 15 minute quadrangles, Riverside County, California: Dibblee Geological Foundation, Dibblee Foundation Map DF-372, scale 1:62,500), indicate that the subject site is located in an area underlain by dune sand (Qs) as it is shown in Figure C. Dune sands are mostly loose fine sand deposited by prevailing winds as dunes or thin cover over Alluvial sand or gravel. According to USGS, 2018 edition, 7.5' Minute Topographic Map of Myoma Quadrangle, Riverside County, California and the Google Earth Pro®database the site is situated at an approximate elevation of 230 to 260 feet above mean sea level (see Figure D). Based on our website research at California Geological Survey (CGS), the seismic hazard information pertaining to the subject site, parcel (694- 300-003), indicates that the site is not within an Earthquake Fault Zone, a Landslide Zone or a Liquefaction Zone (See Figure E). 5.2. EXPLORATION PROGRAM Our subsurface exploration was performed on October 29, 2020 and included drilling, sampling, and logging of four exploratory borings to the maximum depth explored of 50 feet in the locations shown on the site plan(see Figure A-2). We note that due to loose dune sand underlying the site, our drilling rig could not maneuver on the west side of the lot and we had to move B-3 and B-4 further toward west beyond the improvement area. The boring locations were approximately established by measuring distance from known points on the supplied site plan using a tape measure and should be considered accurate only to the degree implied by the mapping technique used. The borings were advanced using hollow stem auger drilled by CME-75 rig. Soil samples were collected with split-spoon samplers that were driven with a 140-pound hammer repeatedly dropped from a height of 30 inches. The split-spoon samplers included 3-inch and 2.5-inch outside diameter (O.D.) samplers, and a 2-inch O.D. standard penetration test sampler. The sampler types used are 6 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 indicated on the log at the appropriate depths. The number of hammer blows required to drive the samplers were recorded in 6-inch increments for the length of the 24-inch long sampler barrels. The associated blow count data, which is the sum of the second and third 6-inch increment, is presented on the boring log as sampling resistance in blows per foot. The field blow counts for the 2.5-inch and 3-inch O.D. samplers have been adjusted to standard penetration test blow counts based on sampler diameter; however, the blow count data has not been adjusted for other factors such as hammer efficiency. Our staff logged the borings in general accordance with the Unified Soil Classification System. Logs of the boring are presented in Appendix B as Figures B-1 to B-4. The boring logs show our interpretation of the subsurface conditions at the locations and on the date indicated and it is not warranted that these conditions are representative of the subsurface conditions at other locations and times. In addition, the stratification lines shown on the logs represent approximate boundaries between the soil materials and the transitions may be gradual. Soil samples recovered from the borings were retained for laboratory testing and classification and for review by our engineer. 5.3. GENERAL SUBSURFACE CONDITIONS In General,the material underlying the site, in our boring location,were noted to consist of very loose to very dense poorly graded dune sand to the maximum depth explored of 50 feet. The upper 3 feet of the soil has very loose to loose consistency and the layers become fine grained dune sand below the depth of 35 feet. 5.4. GROUNDWATER Free ground water was not encountered in our borings during our field investigation. The borings were backfilled shortly after drilling and therefore a stabilized ground water level was not obtained. Please be cautioned that fluctuations in the level of ground water can occur due to seasonal climatic variations, changes in the land use and other factors. Based on Water Data Library(WDL) Station Map from the California department of water resources website,the observation wells around the subject vicinity indicates the groundwater level is at a depth of approximately 150+ feet below existing ground elevations. 5.5. LABORATORY TESTING PROGRAM In addition to field exploration,a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of the subsurface materials that are necessary to evaluate the soil parameters. These tests include: 1) Moisture Content(ASTM D2216) 2) Resistivity(AWWA 2510 Electrical Conductivity) 7 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 3) Chloride (ASTM G57, AWWA 4500-C1) 4) Water Soluble Sulfate in Soil (ASTM D1428, D516) 5) Particle-Size Distribution(Gradation) of Soils Using Sieve Analysis (ASTM D6913) 5.5.1. Corrosion Potential Assessment A near surface soil sample was tested to measure pH, soluble sulfate, soluble chloride and resistivity of the soil. The results are presented on Table 1. Table 1 Sample Location/ Soluble Sulfate Soluble Chloride Soil Resistivity Depth, (ft) PH (PPM) (PPM) (Ohm-cm) B-3/0-5.0' 7.25 10 25 12,000 Sulfate Content A representative near-surface soil sample was tested during our investigation for soluble sulfate content. The result of this test indicates a soluble sulfate content of approximately 10 ppm by weight or negligible sulfate exposure. As such,the soils exposed are expected to pose a low potential for sulfate reaction with concrete. Per ACI 318-14 Table 19.3.1.1 the requirement of Exposure Category (S) and Class (SO) is applicable and corrosion protection measures are advisable to be considered in the design. Resistivity, Chloride and pH Soil corrosivity to ferrous metals can be estimated by the soil's pH level,electrical resistivity,and chloride content. As a screening for potentially corrosive soil, a representative soil sample was tested during our investigation to determine soil resistivity, chloride content, and pH level. In general, soils are considered deleterious to foundation elements when the pH is less than 5.5 and considered to be corrosive and deleterious to metals. A pH of 7 is considered neutral; a pH <7 is considered acidic, a pH >7 is considered to be alkaline. Results of our testing yielded a pH of 7.25 which indicates that the tested soils are slightly alkaline, and that pH is not a significant factor in corrosivity to metals. Soil with a chloride concentration greater than or equal to 500 ppm or more is considered corrosive to ferrous metals. The Chloride content of the sampled soils measured at approximately 25 ppm, which indicates that Chloride is not a major factor in corrosion to ferrous metals. The soil resistivity measurement of the sample was approximately 12,000 ohm-cm, which indicates that the sampled soils have high potential to be corrosive to ferrous metals. Therefore, the corrosion protection measures are advisable to be considered in the design. It should be noted that Terradyne Engineering Inc. does not practice corrosion engineering and our assessment here should be construed 8 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 as an aid to the owner or owner's representative. A corrosion specialist should be consulted for any specific design requirement. Concrete Laboratory test indicated that the subject site contains soil sulfate content in the SO class(i.e., S042-<150). Therefore, it is recommended that concrete for all construction at the site utilize a widely available Type- II Portland cement with a maximum 0.50 water/cement ratio and should comply with all the requirements of current Code. The minimum compressive strength of concrete shall be a minimum of 2500 psi at 28 days and maximum slump during placement shall be five inches. The minimum concrete cover should be 1.5-inches. Final selection of the appropriate concrete design should be made by the project structural engineer based on the local laws and ordinances and desired level of conservatism. 5.6. FAULTING AND SEISMICITY The principal seismic considerations for improvements at the subject site are surface rupture of fault traces, damage caused by ground shaking during a seismic event, and seismically-induced ground settlement. The potential for any or all of these hazards depends upon the recency of fault activity and the proximity of nearby faults to the subject site. The possibility of damage due to ground rupture is considered unlikely since no active faults are known to cross the site and no evidence of active faulting was noted during our investigation. Our review of the proper literature (CGS 2018) indicates that the subject site lies outside the present Earthquake Fault Zones,which are described in the Alquist-Priolo Earthquake Fault Zoning Act as being placed along active faults. Our review of the available references indicate that the mapped active fault nearest to the site is the S. San Andreas Fault Zone, located at approximately 3.5 miles to the west-north of the subject site at the closest point, and described as capable of a Magnitude MW 6.5 — 7.9 earthquake (2008 National Seismic Hazard Maps). Some other less active faults such as Burnt Mountain and Eureka Peak faults are located at approximately 10.2 mile and 12.1 miles to the north of the subject property,respectively. As previously noted, the subject property is not within a State of California Fault Zone (CGS, 2018). Seismic Design Parameters The State of California currently requires that buildings and structures be designed in accordance with the seismic design provisions presented in the 2019 California Building Code and in ASCE 7-16, "Minimum Design Loads for Buildings and Other Structures." Based on site geologic conditions and on information from our subsurface exploration at the site, the site may be classified as Site Class D, Stiff Soil, in accordance with Chapter 20 of ASCE 7-16. Spectral Response Acceleration parameters and site coefficients may be taken directly from the U.S.G.S. website based on the longitude and latitude of the site. For site latitude (33.78731), longitude (-116.37300) and Site Class D, design parameters are presented on Table 2. 9 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 Table 2. 2019 CBC Seismic Design Criteria Spectral Response Acceleration Parameters Design Value Mapped Value for Short Period - Ss 1.816 Mapped Value for 1-sec Period - Si 0.755 Site Coefficient - Fa 1.0 Adjusted for Site Class - SMs 1.816 Value for Design Earthquake - SDs 1.211 10 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 6. HAZARDS Fault Rupture The site is not located in a State of California Earthquake Fault Zone or area where fault rupture is considered likely. The potential for surface rupture resulting from the movement of nearby major faults is not known with certainty but is considered low since no fault is known to cross the site. Ground Shaking The site is located in an active seismic area. Moderate to large earthquakes are probable along several active faults in the area over a 30 to 50-year design life. Strong ground shaking should therefore be expected several times during the design life of the residence, as is typical for sites throughout the Area. The residence and associated site improvements should be designed in accordance with current earthquake resistance standards. Dry Sand Settlement Dry sand settlement can occur during moderate and large earthquakes when loose,natural or fill sandy soils are densified and settle, often unevenly across a site. In order for dry sand settlement to occur, the following four factors are required: 1) Relatively dry soil or soil situated above the groundwater table; 2) undrained loading (strong ground shaking), such as by earthquake; 3) contractive soil response during shear loading, which is often the case for a soil which is initially in a loose or uncompacted state; and 4) susceptible soil type; such as clean, uniformly graded sands. Structures situated above seismically densifying dry sandy soils may experience settlement. To evaluate the potential for earthquake-induced dry sand settlement at the site and its impact on the proposed improvements, we performed a settlement analysis of the data from our 50 feet deep boring B-3 using LiquefyPro program (Civil Tech, Version 5.9c). LiquefyPro is a software that evaluates liquefaction potential and calculates the settlement of soil deposits due to seismic loads. The program is based on the most recent publications of the NCEER Workshop and SP117 Implementation. For the purpose of our dry sand settlement analyses, we considered a design groundwater level at a depth of 150 feet below the existing ground surface, peak ground acceleration for maximum considered earthquake (PGAM) in the site vicinity to be approximately 0.867g, and a predominant earthquake magnitude of 7.9 Mw. The results of our analysis indicate that the loose and medium dense poorly graded dune sand encountered below the ground surface to the depth of approximately 15 to 20 feet in our borings appear to be prone to dry sand settlement during seismic shaking. We estimate that total dynamic settlement up to about 4 3/4-inches is possible at the ground surface within our borings due to dry sand settlement from the Maximum-level earthquake. In our opinion, differential dry sand settlement of about 2-inch 11 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 over a horizontal distance of approximately 25 feet may occur across the proposed improvements at the ground surface. We note that if the upper 3 to 4 feet of soil be replaced with a non-susceptible soil to dynamic settlement,the total and differential dynamic settlement will be reduced to 3 3/4 inches and 1.5 inch, respectively. The estimated dry sand settlement should be considered during the structural design of the foundation system of the proposed improvements. Liquefaction Liquefaction is a soil softening dynamic response, by which an increase in the excess pore water pressure results in partial to full loss of soil shear strength and post-liquefaction dissipation of this pore water pressure results in ground settlement shortly after the earthquake. In order for liquefaction to occur, the following four factors are required: 1) saturated soil or soil situated below the groundwater table; 2) undrained loading (strong ground shaking), such as by earthquake; 3) contractive soil response during shear loading, which is often the case for a soil which is initially in a loose or uncompacted state; and 4) susceptible soil type; such as clean, uniformly graded sands, non- plastic silts, or gravels. Structures situated above temporarily liquefied soils may sink or tilt, potentially resulting in significant structural damage. Due to a very deep ground water table at the subject property (+150 feet) there is no potential for liquefaction on this site. 12 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 7. RECOMMENDATIONS Due to presence of very loose to loose top surficial dune sand across the site and its potential for dynamic settlement and caving during construction,we recommend the upper 3 feet of soil underneath the improvements be replaced with imported structural fill and be compacted per our section titled "Fill Placement and Compaction". Alternatively, the upper 4 feet of dune sand may be improved by means of soil mixing or other appropriate methods. In our opinion, the proposed multifamily residence development may be supported on continuous spread footings bearing into the imported structural fill or recompacted improved material. Other less critical landscape features may be supported on conventional spread footing. Flat works such as Interior and exterior concrete slab-on-grade may be supported on a section of structural fill material over the imported structural fill or recompacted improved material. Detailed foundation, grading, and drainage recommendations and design criteria are presented in the following sections of this report. We should review the proposed layout and design, prior to completion of the final plans, to verify that the following recommendations are appropriate and have been properly interpreted and incorporated into the plans. 7.1. FOUNDATIONS 7.1.1. Spread Footings In our opinion the proposed residence development may be supported on continuous spread footings bearing on imported structural fill or improved surficial material. Other less critical landscape features such as lamp posts and trash enclosure may be supported on conventional spread footings. Footings should have a width of at least 15 inches and extend at least 24 inches below exterior grade, at least 18 inches below the crawlspace grade and at least 12 inches below the bottom of concrete slabs-on- grade, whichever is deeper. Footings with at least these minimum dimensions may be designed for an allowable bearing pressure of 2,000 pounds per square foot (psf) for dead plus live loads, with a one-third increase allowed when considering additional short-term wind or seismic loading. The allowable bearing value may be increased by 300 pounds per square foot per foot increase in depth or width to a maximum of 3000 psf. Isolated footings should be avoided for the residences. The weight of the footings may be neglected for design purposes. All new footings located adjacent to utility lines or existing footings should be embedded below a 1:1 plane extending up from the bottom edge of the utility trench or the existing footings. We recommend that continuous foundations be reinforced with top and bottom steel, to provide structural continuity and to permit spanning of local irregularities. Due to potential for dynamic settlement across the site, 13 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 the continuous footings may be designed to be capable of spanning a distance of at least 10 feet and cantilevering a minimum distance of at least 5 feet under full dead load. Lateral loads may be resisted by friction between the bottom of the footings and the supporting subgrade, and by passive soil pressure acting against the footings cast neat in foundation excavations or backfilled with properly compacted structural fill. A coefficient of friction of 0.3 may be assumed for design of footings supported on sandy and silty soil. We recommend assuming an equivalent fluid pressure of 300 pounds per cubic foot for passive soil resistance, where appropriate. The upper foot of passive soil resistance should be neglected where soil adjacent to the footing is not covered and protected by a concrete slab or pavement. The above values given for adhesion and passive soil resistance are allowable values with a factor of safety of 1.5 and the designer may choose an appropriate factor of safety based on the loadings. The bottom of all footing excavations should be cleaned of loose and soft soil and debris. A member of our staff should observe all footing excavations prior to placement of reinforcing steel to confirm that they expose suitable material, have at least the recommended minimum dimensions, and have been properly cleaned. If soft or loose soils are encountered in the foundation excavations, our field representative will require these materials to be surface compacted and/or over-excavated,which may require a deeper footing embedment depth,before the reinforcing steel and concrete is placed. Thirty-year post-construction differential settlement due to static loads is not expected to exceed about %2 -inch across any 20-foot span of the proposed improvements supported on new deepened footings, provided that the foundations are designed and constructed as recommended. As mentioned above there is a potential for differential seismic settlement of up to about 1.5 inches over a horizontal distance of approximately 25 feet across the site due to dry sand settlement, despite removal or treatment of the upper 3 to 4 feet of loose dune sand across the site. Crawl Space To help reduce humidity in the crawl space, if any, a high-quality vapor barrier should be installed across the soil surface within the crawl space. The vapor barrier will help keep moisture content more consistent within the soils supporting the foundations. The vapor barrier should be kept relatively free of large wrinkles and folds, and individual adjacent pieces of vapor barrier should be overlapped and taped where this can be achieved. Covering the vapor barrier with a rat slab would be desirable but is not considered mandatory. 14 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 7.2. SLABS-ON-GRADE 7.2.1. General Slab Considerations To reduce the potential for movement of the slab subgrade, at least the upper 6-inches of subgrade should be scarified and compacted at a moisture content above the laboratory optimum. The native soil subgrade should be kept moist up until the time the structural fill, crushed rock and vapor barrier, and/or aggregate base is placed. As recommended above the upper 3 to 4 feet of soil across the site should be replaced with imported structural fill or be improved by soil mixing. Slabs should be underlain by a layer of structural fill as discussed below. Slab subgrades and structural fill should be prepared and compacted as recommended in the section of this report titled"Construction Guideline". Considering the potential for ununiform subgrade of the surface material, we expect that a reinforced slab will perform better than an unreinforced slab. Consideration should also be given to using a control joint spacing on the order of 2 feet in each direction for each inch of slab thickness. 7.2.2. Exterior Slabs Concrete walkways and exterior flatwork such as the pool patio should be at least 4 inches thick and should be constructed on at least 6 inches of structural fill. To improve performance, exterior slabs- on-grade may be constructed with a thickened edge to improve edge stiffness and to reduce the potential for water seepage under the edge of the slabs and into the underlying base and subgrade. In our opinion, the thickened edges should be at least 8 inches wide and ideally should extend at least 4 inches below the bottom of the underlying structural fill layer. 7.2.3. Interior Slabs Concrete slab-on-grade floors should be constructed on a layer of structural fill at least 6 inches thick that is placed and compacted on a properly prepared and compacted soil subgrade. Recycled aggregate base should not be used for structural fill below interior slabs-on-grade, since adverse vapor could occur from crushed asphalt components. It would be preferable for the slabs in non-living areas to float relative to the perimeter foundation. In areas where dampness of concrete floor slabs would be undesirable, such as building interior, concrete slabs should be underlain by at least 4 inches of free-draining gravel, such as 1/2- to 3/4-inch clean crushed rock with no more than 5 percent passing the ASTM No. 200 sieve. Pea gravel should not be used for this capillary break material. The crushed rock layer should be densified and leveled with vibratory equipment and may be considered as the upper portion of the structural fill recommended above. 15 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 To reduce vapor transmission up through concrete floor slabs, the crushed rock section should be covered with a high quality, UV-resistant vapor barrier conforming to the requirements of ASTM E 1745 Class A, with a water vapor transmission rate less than or equal to 0.01 perms (such as 15-mil thick "Stego Wrap Class A"). The vapor barrier should be placed directly below the concrete slab. Sand above the vapor barrier is not recommended. The vapor barrier should be installed in accordance with ASTM E 1643. All seams and penetrations of the vapor barrier should be sealed in accordance with manufacturer's recommendations. The permeability of concrete is affected significantly by the water:cement ratio of the concrete mix, with lower watencement ratios producing more damp-resistant slabs and stronger concrete. Where moisture protection is important and/or where the concrete will be placed directly on the vapor barrier, the watencement ratio should be 0.45 or less. To increase the workability of the concrete, mid-range plasticizers can be added to the mix. Water should not be added to the concrete mix unless the slump is less than specified and the water:cement ratio will not exceed 0.45. Other steps that may be taken to reduce moisture transmission through the concrete slabs-on-grade include moist curing for 5 to 7 days and allowing the slab to dry for a period of two months or longer prior to placing floor coverings. Also,prior to installation of the floor covering, it may be appropriate to test the slab moisture content for adherence to the manufacturer's requirements and to determine whether a longer drying time is necessary. 7.3. VEHICLE PAVEMENTS Rigid Concrete Pavements If the driveway will be constructed with Portland cement concrete (PCC), we recommend the driveway pavement consist of at least 5 inches of PCC on at least 6 inches of Class 2 aggregate base. Un-reinforced concrete for the 5-inch-thick driveway pavement should have a 28-day compressive strength of at least 3,500 psi. PCC pavements should be laterally constrained with curbs or shoulders and sufficient control joints should be incorporated in the design and construction to limit and control cracking. The soil subgrade and aggregate base below the pavement section should be prepared and compacted as recommended below. The use of a moisture cut-off or thickened edge along the edges of the driveway would be desirable in order to reduce water seepage below the edges of the driveway and into the underlying aggregate base and subgrade, which can lead to premature pavement distress. 16 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 7.4. CONSTRUCTION GUIDELINES 7.4.1. Construction Monitoring As Geotechnical Engineer of Record for this project, Terradyne Engineering Inc., should be involved in monitoring the foundation installation and earthwork activities by the special inspections requirements and testing of existing site soil conditions, fill placement and load-bearing requirements to be performed in accordance with section 1705 of CBC 2019 as shown in Table 1705.6 below. The performance of any foundation system is not only dependent on the foundation design but is strongly influenced by the quality of construction. Prior to construction, please contact our office so that a Foundation and Earthwork Monitoring Plan can be incorporated into the Project Quality Control Program. Subgrade preparation and structural fill placement should be monitored by the project geotechnical engineer or his representative. Field-tests for moisture content and relative compaction of the fill soils shall be performed by Terradyne Engineering, Inc. Location and frequency of tests shall be at our field representative(s) discretion based on field conditions encountered. Compaction test locations will not necessarily be selected on a random basis. Test locations shall be selected to verify adequacy of compaction levels in areas that are judged to be prone to inadequate compaction. Any areas not meeting the required compaction should be re-compacted and retested until compliance is met. TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS TYPE CONTINUOUS PERIODIC SPECIAL SPECIAL INSPECTION INSPECTION 1. Verify materials below shallow foundations are _ X adequate to achieve the design bearing capacity. 2. Verify excavations are extended to proper depth _ X and have reached proper material. 3. Perform classification and testing of compacted _ X fill materials. 4. Verify use of proper materials,densities and lift thicknesses during placement and compaction of X compacted fill. 5. Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared — X properly. 7.4.2. Site Preparation All deleterious materials, such as existing pavements, foundations, utilities to be abandoned, vegetation, root systems, soft or overly moist surface soil, miscellaneous fill, topsoil, etc. should be cleared from areas to be built on or paved. The actual stripping depth should be determined by a member of our staff at the time of construction. Excavations that extend below finish grade should be 17 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 backfilled with structural fill that is water-conditioned,placed, and compacted as recommended in the section titled"Fill Placement and Compaction" After the site has been properly cleared, stripped, and excavated to the required grades, exposed subgrade surfaces in areas to receive structural fill or slabs-on-grade should be scarified to a depth of 6 inches, moisture conditioned, and compacted as recommended for structural fill in the section titled " Fill Placement and Compaction" To help reduce the potential effects of the expansive on-site soil,exterior flatwork,slabs and pavement subgrades, footing, and utility trench excavations should be kept in a moist condition throughout the construction period. 7.4.3. Material for Fill On-site soils below the stripped layer having an organic content of less than 3 percent by volume (ASTM D 2974) should be suitable for use as backfill material provided the material is of low plasticity(PI<15)and non-expansive. In general,fill material should not contain rocks or pieces larger than 6 inches in greatest dimension,and should contain no more than 15 percent larger than 2.5 inches. Structural fill should have a Plasticity Index no greater than 15, should be predominately granular, and should have sufficient binder so as not to slough or cave into foundation excavations and utility trenches. Class 2 aggregate baserock should meet Caltrans Standard Specifications, latest edition, if used as structural fill. Recycled aggregate base should not be used for structural fill below interior slabs-on-grade, since adverse vapor could occur from crushed asphalt components. Any proposed fill for import should be approved by Terradyne Engineering, Inc. prior to importing to the site. 7.4.4. Fill Placement and Compaction The scarified surface soils and all structural fill to be placed should be compacted in uniform lifts, no thicker than 8 inches in pre-compacted thickness, conditioned to the appropriate moisture content, and compacted to the specifications for structural fill, listed in Table 3. The relative compaction and moisture content specified in Table 3 is relative to ASTM D 1557, latest edition. At the start of site grading and earthwork construction, and prior to subgrade preparation and placement of structural fill, representative samples of on-site soil and import material will need to be collected in order for a laboratory compaction test to be performed for use during on-site density testing. Sampling of on-site soil and proposed import material should be requested by the contractor at least 3 days prior to when our staff will be needed for density testing to allow time for soil sampling and laboratory testing to be performed prior to our on-site compaction testing. 18 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 Table 3. Compaction Recommendations General Relative Compaction* Moisture Content* • Scarified subgrade (PI<20) 90 percent Above optimum to receive structural fill. • Scarified subgrade (PI—>20) 85 to 90 percent At least 3 percent to receive structural fill. above optimum • Structural fill above a 90 percent Above optimum depth of 5 feet • Structural fill below a 93 percent At least 2 percent depth of 5 feet. above optimum Aggregate base 95 percent Above optimum • 1/z- to 3/4-inch Crushed Rock See Note to the left Not Critical Compact with at least 3 passes of a vibratory plate with lift-thickness< 12 inches • Backfill of utility trenches 90 percent Above optimum using On-site soil • Backfill of utility trenches 95 percent Above optimum using Imported Sand *Relative to ASTM Test D1557,latest edition. 7.4.5. Temporary Excavations and Backfill Underground trenches are anticipated to be excavated with moderate effort using conventional construction equipment in good operating condition. Deep trenches may require the use of heavier equipment operations. The encountered soils at the site consisted of loose to medium dense clayey sands, such soils may be subject to or cave-ins. To satisfy OSHA requirements and for workmen's safety, it will be necessary to shore excavations deeper than 5 feet. Any proposed trenches deeper than 5 feet may also be laid back in a 1:1 horizontal to vertical (45 degrees). During wet weather, runoff water should be prevented from entering the excavation. The contractor is responsible for the safety of the workers and should observe the federal and local regulations including CALOSHA excavation and trench safety guidelines. Sheeting and bracing should be provided by the contractor, as necessary, to protect workers in the excavation. Where excavations undermine existing improvements, such as the existing walls, etc., temporary structural support should be provided to reduce the risk of damage resulting from undercutting. If proposed, permanent cut and fill slopes should not be constructed steeper than 2:1 and should be considered subject to review by the geotechnical consultant at the time of grading.These slopes should possess enough compacted fines to limit erosion risk. If upon construction, relatively clean, 19 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 cohesionless sands are encountered, reconstruction by blending in fines to compacted fill and/or flattening of slopes will be advised. The on-site soil is generally acceptable for use as compacted fill and backfill provided proper moisture conditioning, mixing, processing and removal rocks larger than 3 inches. All earthwork should be conducted in accordance with the applicable codes, agency requirements, the recommendations, and the standard grading guidelines. 7.4.6. Trench Backfill Trench backfill for utilities should be properly placed and compacted, as outlined in this report, and in accordance with the requirements of local City, County and/or State Standards. Since granular bedding backfill is used for most utility lines,the backfilled trench should be prevented from becoming a conduit and allowing an access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs should be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structures. 7.4.7. Temporary Drainage Measures Temporary drainage provisions should be established to minimize water runoff into construction areas. If standing water does accumulate, it should be removed by pumping as soon as possible. Adequate protection against sloughing of soils should be provided for workers and inspectors entering the excavations. This protection should meet Cal-OSHA and other applicable building codes. 7.5. SITE DRAINAGE AND MAINTENANCE Roof run-off,rain, and irrigation water should not be allowed to pond near the residence or on exterior hardscapes. We recommend that the structure continue to be provided with a roof drainage collection system and downspouts. As required by the City,water collected in the gutters should not be allowed to discharge freely onto the ground surface adjacent to the foundations and should be conveyed away from the structures via buried closed conduits and routed to a suitable discharge outlet. The routing of any existing buried storm drain lines designated to remain should be verified by the project general contractor. The finished grades around the residence should be designed to drain surface water away from the residence, slabs, and yard areas to suitable discharge points. Slopes of at least 2 percent are recommended for flatwork and pavement areas with 5 percent preferred in landscape areas within 8 feet of the structures, where possible. Where such surface gradients are difficult to achieve, we recommend that area drains or surface drainage swales be installed to collect surface water and convey it away from the improvements. Large trees and shrubs should not be planted in the immediate vicinity of the structures, since root systems can cause a substantial reduction in soil volume in the vicinity of the trees during dry periods. 20 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 Groundwater seepage may occur several years after construction if the rainfall rate or drainage changes in the vicinity of the project site. If seepage runoff occurs towards the building, an engineer should be called on to evaluate its' effect and determine whether French drains are required at the location. Plumbing leaks (if any) should be repaired as soon as possible in order to minimize the magnitude of a moisture change under the slab. In areas with pavement or sidewalks adjacent to the new structure, a positive seal must be provided and maintained between the structures and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post-construction movement of pavement and flat work is not uncommon. Maximum grades practical should be used for paving and flatwork to prevent areas where water can pond.In addition,allowances in final grades should take into consideration post construction movement of flatwork, particularly if such movement would be critical. Normal maintenance should include inspection of all joints in paving and sidewalks, etc. as well as re-sealing where necessary. We recommend that annual maintenance of the surface drainage system be performed. This maintenance should include inspection and testing to make sure that roof gutters and downspouts are in good working order and do not leak; observation of site grades near the foundations to see that adequate positive drainage away from the foundation is maintained; inspection and flushing of area drains to make sure that they are free of debris and are in good working order; and inspection of surface drainage outfall locations to verify that introduced water flows freely through the discharge pipes and that no excessive erosion has occurred. If erosion is detected,this office should be contacted to evaluate its extent and to provide mitigation recommendations, if needed. 21 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 8. STORMWATER INFILTRATION Percolation testing for design of stormwater infiltration BMPs was completed after guidance contained in the Appendix D of the Technical Guidance Document for Water Quality Management Plans (BMP Design Manual, 2013). Based upon the indications of the field exploration and laboratory testing reported herein, Terradyne Engineering Ing.,has evaluated the site as summarized below. o Based on our review and site reconnaissance it appears that there is no visible evidence of areas of contaminated soil or contaminated groundwater known to be within the site or the immediate surroundings of the site. o There are no `brownfield' sites within 1,000 feet of the site. o There are no slopes steeper than 25%within the area of the proposed BMP. o There are no known water supply wells, permitted UST's (GeoTracker, 2016) or permitted graywater systems within 1,000 feet of locations contemplated for retention/biofiltrationBMPs. Section 5.2 and 5.3 and Appendix D of this report provides a description of soil profile and the field procedure performed to complete the testing. Figure C in Appendix A depicts the location of the percolation testing. This section provides the results of that testing and related recommendations for management of stormwater in conformance with the BMP Design Manual. As is well-established by the BMP Design Manual, the feasibility of stormwater infiltration is principally dependent on geotechnical and hydrogeologic conditions at the project site. This section provides Terradyne Engineering Inc. assessment of the feasibility for stormwater infiltration BMPs utilizing the information developed by the field exploration described in Section 5.2 and 5.3, as well as other elements of the site assessment. The United States Department of Agriculture Natural Resources Conservation Service (USDA NRCS) provides soil data and information for the entire United States. Data available from the USDA NRCS include a description of the soils, their location on the landscape, and tables that show soil properties and limitations affecting various uses. Review of USDA NRCS data indicates that 85 percent of the subject site is underlain by Myoma fine sand (hkw4), 5 to 15 percent slopes. These profiles are described as alluvial fan and is classified as hydrologic Soil Unit Group A, described as "—Soils in this group have low runoff 22 Proposed Multifamily Residential Development at: L201071 SWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 1111112020 potential when thoroughly wet.Water is transmitted freely through the soil. Group A soils typically have less than 10 percent clay and more than 90 percent sand or gravel and have gravel or sand textures. Some soils having loamy sand, sandy loam, loam or silt loam textures may be placed in this group if they are well aggregated, of low bulk density, or contain greater than 35 percent rock fragments." (USDA 2007). See Appendix A for Soil Resource Report. Percolation/Infiltration Testing During our subsurface exploration at the site, Terradyne conducted percolation testing in our exploratory boring P-1, which were drilled within the proposed BMP area (see Figure B for locations), to the southeast of the property. Our testing was performed at an approximate depth of 5 feet below the existing ground surface. Upon conclusion of testing, the perforated pipe was removed,and the test excavation was backfilled. We note that a soil profile's percolation rate is not the same as its infiltration rate. Therefore, the measured/calculated field percolation rate was converted to an estimated infiltration rate utilizing a reduction factor known as the Porchet method (Ritzema, 1974). Results of percolation testing and infiltration rate are presented in the following table, Table 4. Table 4 Percolation-Infiltration Test Results Test Depth of Test Infiltration Rate Infiltration Rate (feet below existing grade) (in/hour) (in/hour,F=3*)(in./hr) P-1 5.0 36 12 Design Infiltration Rate As may be seen by review of Table 4, the infiltration rates measured in the area of study(proposed BMP location) are higher than 0.5 in/hr and are considered to be suitable for infiltration from a Geotechnical perspective. In consideration of the nature and variability of infiltration materials, as well as the natural tendency of infiltration structures to become less efficient with time, the infiltration rates presented in Table 4 should be modified to use at least a factor of safety(F)of F= 3.0 for design purposes.Measured infiltration across the proposed BMP location is I= 12(inches per hour using a factor of safety, F=3.0), which indicates that the tested areas present infiltration rates that range from above 0.5 in/hr . 23 Proposed Commercial Development at: L201071 SWC of Gerald Ford Drive and Portola Avenue, Palm Desert, CA 1111112020 Suitability of the Site for Stormwater Infiltration It is TEI's opinion based on the results of the field study, that the area of the proposed infiltration system is suitable for stormwater infiltration BMPs.This judgment is based upon the factors listed below. 1. Infiltration Rate. The design infiltration rate determined from the site-specific percolation testing in the property is greater than 0.5 inches per hour in two sites tested. 2. Historic Groundwater Conditions. Review of the available references (CADWR, 2020), the historic high groundwater has not been mapped in the vicinity of the subject site, however, the nearby state groundwater observation wells indicates the highest groundwater level was measured at a depth of approximately +150 feet below existing ground elevations. As such, there is enough distance (minimum 10 feet) between the base of the proposed BMP system to the possible high historic groundwater to meet the requirements of the City of Palm Desert BMP Manual. 3. Relatively Homogeneous Soil Conditions. Our field investigation in the area of study indicate that the soils in the entire proposed BMP area is a relatively homogeneous mostly sandy soil with suitable infiltration capabilities that extend to depth. In consideration of the site evaluation- it is TEI's opinion that the site is suitable for application of full stormwater infiltration BMP's. 24 Proposed Commercial Development at: L201071 SWC of Gerald Ford Drive and Portola Avenue, Palm Desert, CA 1111112020 9. REVIEW AND SERVICES All soil, geologic, and structural aspects of the proposed Project are subject to the review and approval of the governing agency(s).It should be recognized that the governing agency(s)can dictate the manner in which the project proceeds. They could approve or deny any aspect of the proposed improvements and/or could dictate which foundation and grading options are acceptable. Shoring(if proposed) Shoring of excavations and design of shoring systems are governed by federal, state, and local regulations. The design of shoring systems on this project is beyond the scope of our services. The owner or the contractor should retain a shoring design professional to design shoring systems for excavations on this site. Plan Review Upon completion,we should review the project plans and specifications to check that they conform to the intent of our recommendations. Additional Geotechnical Services Additional geotechnical services will be required subsequent to the investigation report.Additional fees will accrue for the additional services. The additional fees will depend on the scope of the additional work. A separate proposal and agreement will be prepared for the additional services. The following services are considered additional services. • Response to questions from the reviewing agencies. • Once plans for the proposed development are completed, the geotechnical consultant will need to review and approve the drawings. • During construction, the geotechnical consultant will need to observe and test earthwork and observe foundation excavations for the proposed development. 25 Proposed Commercial Development at: L201071 SWC of Gerald Ford Drive and Portola Avenue, Palm Desert, CA 1111112020 10. LIMITATIONS Only a portion of subsurface conditions have been reviewed and evaluated. Conclusions, recommendations, and other information contained in this report are based upon the assumption that the subsurface conditions do not vary appreciably between and adjacent to the observation points. Although no significant variation is anticipated, it must be recognized that variations can occur. This report has been prepared for the sole use and benefit of our client. The intent of the report is to advise our client on geotechnical matters involving the proposed improvements. It should be understood that the geotechnical consulting provided, and the contents of this report are not perfect. Any errors or omissions noted by any party reviewing this report and/or any other geotechnical aspect of the project should be reported to this office in a timely fashion. The client is the only party intended by this office to directly receive the advice. Subsequent use of this report can only be authorized by the client. Any transferring of information or other-directed use by the client should be considered "advice by the client." Geotechnical engineering is characterized by uncertainty. Geotechnical engineering is often described as an inexact science or art. Conclusions and recommendations presented herein are partly based upon the evaluations of technical information gathered, partly on experience, and partly on professional judgment. The conclusions and recommendations presented should be considered"advice." Other consultants could arrive at different conclusions and recommendations. Typically, "minimum" recommendations have been presented. Although some risk will always remain,lower risk of future problems would usually result if more restrictive criteria were adopted. Final decisions on matters presented are the responsibility of the client and/or the governing agencies. No warranties in any respect are made as to the performance of the project. 26 APPENDIX A fiL + k � 7 f Id M I - - R I _ ■ ` ' - Meg ■ I+n ■ 'do� i I. ■ S 7 ! ■ V a r Y e A # I ; I I I I r■- I I C I I /J ~� 'Av Not to Scale r Source: Google Maps, 2020 Subsurface Exploration& Geotechnical Investigation Terradyne Engineering, Inc. Quality Choice Construction Proposed Residential Development at: NWC of Gerald Ford Drive and Shepherd Lane, Vicinity Map Palm Desert, CA 92211 Terradyne Project No.: L201071 Figure: A B-3 - ITTT7-11 - B-4 t An Zi i � r a Approximate Percolation Test Location Approximate Boring Location Approximate Subject Site Boundary Location Subsurface Exploration& Geotechnical Investigation Terradyne Engineering, Inc. Quality Choice Construction Proposed Residential Development at: Approximate Boring Location Map NWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 92211 Terradyne Project No.: L201071 Figure: B ' I I� II 25 le lei + I ■ ;,.«�, SITE P59 I u � - LOST HORSE MOUNTAIN • - • iNIS ]6l MEB s � - UiAI pNIN AN0185B IMpIETIC NpATII OECLINATON AT CENTEF OF SHEET SCALE 1:62500 1 2 0 1 2 3 4 MILES 3000 a 3000 6000 sow 12000 15000 18000 21000 FEET 1 r6 0 1 E a 4 6 KILOMETERS THOUSAND PALMS QUADRANGLE LOST HORSE MOUNTAIN QUADRANGLE CONTOUR INTERVAL 80 FEET CONTOUR INTERVAL 00 FEET DOTTED LINES REPRESENT 40-FOOT CONTOURS DOTTED LINES REPRESENT 40-FOOT CONTOURS DATUM IS MEAN SEA LEVEL DATUM IS MEAN SEA LEVEL UNIT: Qg Qs Qc Qa SURFICIALSEDIMENTS Unindurated,undissected alluvial sediments Qg Alluvial sand and gravel of major creeks and stream washes Qa Alluvial sandand gravel of valley areas Qs Loose fine sand deposited by prevailing winds as dunes or thin cover overGa or Goa Qc Clay of playa lakes,1rgllt gray,generally alkaltns,with some micaceous sift MapReference: Dibblee,T.W.,and Minch,J.A.,2008,Geologic map ofthe Thousand Palms&Lost Horse Mountain 15 minute quadrangles, Riverside County,California:Dibblee Geological Foundation,Ihbblee Foundation Map DF-372,scale 1:62,500 Subsurface Exploration& Geotechnical Investigation Terradyne Engineering, Inc. Quality Choice Construction Proposed Residential Development at: Regional Geologic Map NWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 92211 Terradyne Project No.: L201071 Figure: C ROGER5 RD � F k ' a nA FLOREMr1A i7, �� uow•va4� � reox sr V — I - a\ V7A MAR7A PARtS .. a [3� I d-�± 6FRALo ramp DR c`4�ccLre Bc+a F2 ITEG A PALM _ Califprnia State univ z -Sari-9erna rd Inc D`EERT� � lm Desert Campus 1 �rRA11tlL SINArRA CR� SfAY GREEMi'DR'u FRANKSIMA7RA DR Rr fiU{t- SCALE 1:24 000 N 1 n.5 0 KILOMETERS 1 2 11.35' 1000 500 0 METERS 1000 2000 206 MILS 1 0.5 0 1 0°23' 7 MILS MILES 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET UTM GRIDAND 2017 MAGNETIC NORTH DECLINATIONAT CENTER Or SHEET CONTOUR INTERVAL 20 FEET U&NavonalGed NORTH AMERICAN VERTICAL DATUM OF 1988 100,00D-m GrFam I❑ This map was produced to conform with the NT National Geospatial Program US Topo Product Standard,2011. A metadata file associated with this product is draft version 0.6.18 Gad Zane oa&pabon 115 MayReference:United States Geological Survey(USGS),2018 edition,7.5'Minute Topographic Map of the Myoma Quadrangle, Riverside County,California Scale 1:24 000 Subsurface Exploration& Geotechnical Investigation Terradyne Engineering, Inc. Quality Choice Construction Proposed Residential Development at: Regional Topographic Map NWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 92211 Terradyne Project No.: L201071 Figure: D Earthquake Zones of Required Investigation CGS Homepage a1.2•r,'F 7 71 12 7 -'� 77 2 37v 7 \ 583 7 S 565 _ 7 7 _ 736 B 5 .37 364 541 2 73fi a 7 J Address: a` 7.6 APN 644300003 7 8 7 7 Cif 1 �_ Street o Address Fault Zone This parcel is NOT WITHIN an sto i i i Ft Earthq uake Fa u It Zo ne- Se Zion Liquefaction This parcel has NOTbeen 73xp6 7w Zone EVALUATED by CGS far 0 liquefaction hazards- Landslide This parcel has NOT been L Zone EVALUATED by CGS for seismic ay P landslAe hazards. �CL Zoom to ... 4 TIC T B r 7 0 7 0 7 7 1 1 7 7 1 �•. 0 717 711 7 a 7 1 7 0 Y 71171371i 7,PA21 I I I I I 11741W N W _ E Source: California Geological Survey (CGS) Ref: https://mgps.conservation.ca.gov/c/cgs/EQZApp/app/ Subsurface Exploration& Geotechnical Investigation Terradyne Engineering, Inc. Quality Choice Construction Proposed Residential Development at: NWC of Gerald Ford Drive and Shepherd Lane, Seismic Hazard Information Palm Desert, CA 92211 Terradyne Project No.: L201071 Figure: E APPENDIX B Boring Logs Project: Proposed Residential Development Log of Boring 1 Project Location: CAC of Gerald Ford Drive and Shepherd Lane,Palm Desert, Sheet 1 of 1 Project Number: L201071 Date(s)Drilled 10/29/2020 Logged By ZJ Checked By MP Drilling Standard Penetration Test using Drill Bit $in Total Depth Method Hollow-Stem Auger Size/Type of Borehole 21.5 feet bgs Drill Rig CME-75 Drilling Approximate GeoBoden Type Contractor Surface Elevation Groundwater Level Not encountered Sampling SPT Hammer 140 Ibs 30"drop and Date Measured Method(s) Data Borehole Native soil Location See boring location map Backfill m > � U N y6 c ` Q w C N F Z H N Q N C � Q w o c U w rn H p ii m � Y H m S m e U o S s 2 Q E E 3 °' m S � i ° 2 2 0 in U) Z 2 c9 MATERIAL DESCRIPTION � fi a o �in W O 0 sP •6•, Dune SAND, light brown,loose,dry, Fine to Medium {. grianed sP {' Consistency becomes medium dense 25 •'�� 1.4 5 • 4 sP {. Consistency becomes dense 40 �• 1.6 4.4 1'• • 9 SP *• 10 31 {• 1.9 •• SP • 4 42 { • 1.6 15 27 sP {: Consistency becomes medium dense 26 is •' � E •♦ y 20 { � a 28/50 for sP 4 Consistency becomes very dense 5„ •�• 2.0 End of boring at 21.5 ft E No groundwater No caving o Backfilled with native soil E 25 m 0 J i0 t0 0 N N 30 N U Project: Proposed Residential Development Key to Log of Boring Project Location: CAC of Gerald Ford Drive and Shepherd Lane,Palm Desert, Sheet 1 of 1 Project Number: L201071 U � U N y6 o N C N E Z F_ N0. Q � 0 w o c cn w H rn H U LL � � YH m S m U o p U) —mo 2 O o MATERIAL DESCRIPTION � � � o� �i~n � o 1 2 3 [4J 1516 7 8 191 11 11 IiA COLUMN DESCRIPTIONS 11 Depth(feet):Depth in feet below the ground surface. B9 PULL%: Plasticity Index,expressed as a water content. 2 Sample Type:Type of soil sample collected at the depth interval 1 Dry Unit Weight,pcf: Dry weight per unit volume of soil sample shown. measured in laboratory, in pounds per cubic foot. �3 Sampling Resistance,blows/ft: Number of blows to advance driven 11 Unconfined Compressive Strength,tsf: Unconfined compressive sampler one foot(or distance shown)beyond seating interval strength,in tons per square foot. using the hammer identified on the boring log. 1© REMARKS AND OTHER TESTS:Comments and observations 4 Material Type:Type of material encountered. regarding drilling or sampling made by driller or field personnel. 5 Graphic Log:Graphic depiction of the subsurface material encountered. © MATERIAL DESCRIPTION: Description of material encountered. May include consistency,moisture,color,and other descriptive text. �7 Water Content, %:Water content of the soil sample,expressed as percentage of dry weight of sample. ® Percent Fines:The percent fines(soil passing the No.200 Sieve) in the sample. WA indicates a Wash Sieve,SA indicates a Sieve Analysis. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM:Chemical tests to assess corrosivity PI: Plasticity Index,percent COMP:Compaction test SA:Sieve analysis(percent passing No.200 Sieve) CONS:One-dimensional consolidation test UC:Unconfined compressive strength test,Qu,in ksf LL: Liquid Limit,percent WA:Wash sieve(percent passing No.200 Sieve) MATERIAL GRAPHIC SYMBOLS L Poorly graded SAND(SP) TYPICAL SAMPLER GRAPHIC SYMBOLS OTHER GRAPHIC SYMBOLS Auger sampler CME Sampler Pitcher Sample Water level(at time of drilling,ATD) Water level(after waiting) Bulk Sample Grab Sample 2-inch-OD unlined split Minor change in material properties within a spoon(SPT) stratum y 3-inch-OD California w/ ' 2.5-inch-OD Modified Shelby Tube(Thin-walled, — - Inferred/gradational contact between strata brass rings California w/brass liners fixed head) —?- Queried contact between strata E GENERAL NOTES s 1:Soil classifications are based on the Unified Soil Classification System.Descriptions and stratum lines are interpretive,and actual lithologic changes may be a gradual.Field descriptions may have been modified to reflect results of lab tests. E 2:Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced.They are not warranted to be representative o of subsurface conditions at other locations or times. m o O J i0 t0 N N N N U Figure B-1 Project: Proposed Residential Development Log of Boring 2 Project Location: CAC of Gerald Ford Drive and Shepherd Lane,Palm Desert, Sheet 1 of 1 Project Number: L201071 Date(s)Drilled 10/29/2020 Logged By ZJ Checked By MP Drilling Standard Penetration Test using Drill Bit $in Total Depth Method Hollow-Stem Auger Size/Type of Borehole 21.5 feet bgs Drill Rig CME-75 Drilling Approximate GeoBoden Type Contractor Surface Elevation Groundwater Level Not encountered Sampling SPT Hammer 140 Ibs 30"drop and Date Measured Method(s) Data Borehole Native soil Location See boring location map Backfill m > � U N y6 c ` Q w C N E Z H N Q N C � Q w o c U w rn H p ii m � Y H m S m e U o S s 2 Q E E 3 °' m S � i ° 2 2 o in U) Z 2 c9 MATERIAL DESCRIPTION a a o in W O 0 sp •0•4 Dune SAND, light brown,loose,dry, Fine to Medium {. grianed . 4 sp {% Consistency becomes medium dense 14 •'�� 1.4 6.3 5 � sp l 18 :• 2.1 '• sp Consistency becomes dense 10 31 {• 2.2 sp •� 39 { • 2.4 15 20 sp '% Consistency becomes medium dense 1.5 is •' � E •♦ y 20 { � so sp �� Consistency becomes dense 1.6 End of boring at 21.5 ft E No groundwater No caving o Backfilled with native soil E 25 m 0 J i0 t0 0 N N 30 N U Project: Proposed Residential Development Key to Log of Boring Project Location: CAC of Gerald Ford Drive and Shepherd Lane,Palm Desert, Sheet 1 of 1 Project Number: L201071 U � U N y6 o N C N E Z F_ N0. Q � 0 w o c cn w H rn H U LL � � YH m S m U o p U) —mo 2 O o MATERIAL DESCRIPTION � � � o� �i~n � o 1 2 3 [4J 1516 7 8 191 11 11 IiA COLUMN DESCRIPTIONS 11 Depth(feet):Depth in feet below the ground surface. B9 PULL%: Plasticity Index,expressed as a water content. 2 Sample Type:Type of soil sample collected at the depth interval 1 Dry Unit Weight,pcf: Dry weight per unit volume of soil sample shown. measured in laboratory, in pounds per cubic foot. �3 Sampling Resistance,blows/ft: Number of blows to advance driven 11 Unconfined Compressive Strength,tsf: Unconfined compressive sampler one foot(or distance shown)beyond seating interval strength,in tons per square foot. using the hammer identified on the boring log. 1© REMARKS AND OTHER TESTS:Comments and observations 4 Material Type:Type of material encountered. regarding drilling or sampling made by driller or field personnel. 5 Graphic Log:Graphic depiction of the subsurface material encountered. © MATERIAL DESCRIPTION: Description of material encountered. May include consistency,moisture,color,and other descriptive text. �7 Water Content, %:Water content of the soil sample,expressed as percentage of dry weight of sample. ® Percent Fines:The percent fines(soil passing the No.200 Sieve) in the sample. WA indicates a Wash Sieve,SA indicates a Sieve Analysis. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM:Chemical tests to assess corrosivity PI: Plasticity Index,percent COMP:Compaction test SA:Sieve analysis(percent passing No.200 Sieve) CONS:One-dimensional consolidation test UC:Unconfined compressive strength test,Qu,in ksf LL: Liquid Limit,percent WA:Wash sieve(percent passing No.200 Sieve) MATERIAL GRAPHIC SYMBOLS L Poorly graded SAND(SP) TYPICAL SAMPLER GRAPHIC SYMBOLS OTHER GRAPHIC SYMBOLS Auger sampler CME Sampler Pitcher Sample Water level(at time of drilling,ATD) Water level(after waiting) Bulk Sample Grab Sample 2-inch-OD unlined split Minor change in material properties within a spoon(SPT) stratum y 3-inch-OD California w/ ' 2.5-inch-OD Modified Shelby Tube(Thin-walled, — - Inferred/gradational contact between strata brass rings California w/brass liners fixed head) —?- Queried contact between strata E GENERAL NOTES s 1:Soil classifications are based on the Unified Soil Classification System.Descriptions and stratum lines are interpretive,and actual lithologic changes may be a gradual.Field descriptions may have been modified to reflect results of lab tests. E 2:Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced.They are not warranted to be representative o of subsurface conditions at other locations or times. m o O J i0 t0 N N N N U Figure B-1 Project: Proposed Residential Development Log of Boring 3 Project Location: CAC of Gerald Ford Drive and Shepherd Lane,Palm Desert, Sheet 1 of 2 Project Number: L201071 Date(s)Drilled 10/29/2020 Logged By ZJ Checked By MP Drilling Standard Penetration Test using Drill Bit $in Total Depth Method Hollow-Stem Auger Size/Type of Borehole 51.5 feet bgs Drill Rig CME-75 Drilling Approximate GeoBoden Type Contractor Surface Elevation Groundwater Level Not encountered Sampling Bulk,SPT Hammer 140 Ibs 30"drop and Date Measured Method(s) Data Borehole Native soil Location See boring location map Backfill m > � U N y0 c ` Q w C N F Z H N Q N C � Q w o c U w rn H p ii m � Y H m S m U o S s 2 Q E E 3 °' m S � i ° 2 2 o in U) Z 2 cD MATERIAL DESCRIPTION a a o in W O 0 sP •0•4 Dune SAND, light brown,loose,dry, Fine to Medium {. grianed . 4 14 sP {4 Consistency becomes medium dense 0.9 {5 � • 4 SP 12 {• 0.9 • • 4 SP �� 10 13 {• 0.7 15 { SP ••% 20 • 0.9 E �• 20 {. sP •' Consistency becomes dense 36 •�• 0.7 E {. y • � a •i F= 25 SP ••`4 40 •�• 0.3 U {O t0 • T • N � 30 N U Project: Proposed Residential Development Log of Boring 3 Project Location: CAC of Gerald Ford Drive and Shepherd Lane,Palm Desert, Sheet 2 of 2 Project Number: L201071 U � U N y6 o N C N E Z F_ N0. Q � 0 w o c cn m S m U o Ss � [Y E E 3 m fl : _ o °c _ LU 0 in U) —moo � � MATERIAL DESCRIPTION � 30 SP ' 40 •6%4 0.9 ••• �• 35 SP {' Sand Particles beEome !he grained 77 ••N4 0.6 •*• Consistency becomes very dense 40 SP { 62 •• 4 0.5 45 { 50 27/50 for SP .4 0.5 5�� •♦ End of boring at 51.5 ft No groundwater No caving Backfilled with native soil 5s E N N E 60 `o a E F m U O J i0 t0 0 65 g m N N N U Project: Proposed Residential Development Key to Log of Boring Project Location: CAC of Gerald Ford Drive and Shepherd Lane,Palm Desert, Sheet 1 of 1 Project Number: L201071 U � U N y6 o N C N E Z F_ N0. Q � 0 w o c cn w H rn H U LL � � YH m S m U o p U) —mo 2 O o MATERIAL DESCRIPTION � � � o� �i~n � o 1 2 3 [4J 1516 7 8 191 11 11 IiA COLUMN DESCRIPTIONS 11 Depth(feet):Depth in feet below the ground surface. B9 PULL%: Plasticity Index,expressed as a water content. 2 Sample Type:Type of soil sample collected at the depth interval 1 Dry Unit Weight,pcf: Dry weight per unit volume of soil sample shown. measured in laboratory, in pounds per cubic foot. �3 Sampling Resistance,blows/ft: Number of blows to advance driven 11 Unconfined Compressive Strength,tsf: Unconfined compressive sampler one foot(or distance shown)beyond seating interval strength,in tons per square foot. using the hammer identified on the boring log. 1© REMARKS AND OTHER TESTS:Comments and observations 4 Material Type:Type of material encountered. regarding drilling or sampling made by driller or field personnel. 5 Graphic Log:Graphic depiction of the subsurface material encountered. © MATERIAL DESCRIPTION: Description of material encountered. May include consistency,moisture,color,and other descriptive text. �7 Water Content, %:Water content of the soil sample,expressed as percentage of dry weight of sample. ® Percent Fines:The percent fines(soil passing the No.200 Sieve) in the sample. WA indicates a Wash Sieve,SA indicates a Sieve Analysis. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM:Chemical tests to assess corrosivity PI: Plasticity Index,percent COMP:Compaction test SA:Sieve analysis(percent passing No.200 Sieve) CONS:One-dimensional consolidation test UC:Unconfined compressive strength test,Qu,in ksf LL: Liquid Limit,percent WA:Wash sieve(percent passing No.200 Sieve) MATERIAL GRAPHIC SYMBOLS L Poorly graded SAND(SP) TYPICAL SAMPLER GRAPHIC SYMBOLS OTHER GRAPHIC SYMBOLS Auger sampler CME Sampler Pitcher Sample Water level(at time of drilling,ATD) Water level(after waiting) Bulk Sample Grab Sample 2-inch-OD unlined split Minor change in material properties within a spoon(SPT) stratum y 3-inch-OD California w/ ' 2.5-inch-OD Modified Shelby Tube(Thin-walled, — - Inferred/gradational contact between strata brass rings California w/brass liners fixed head) —?- Queried contact between strata E GENERAL NOTES s 1:Soil classifications are based on the Unified Soil Classification System.Descriptions and stratum lines are interpretive,and actual lithologic changes may be a gradual.Field descriptions may have been modified to reflect results of lab tests. E 2:Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced.They are not warranted to be representative o of subsurface conditions at other locations or times. m o O J i0 t0 N N N N U Figure B-1 Project: Proposed Residential Development Log of Boring 4 Project Location: CAC of Gerald Ford Drive and Shepherd Lane,Palm Desert, Sheet 1 of 1 Project Number: L201071 Date(s)Drilled 10/29/2020 Logged By ZJ Checked By MP Drilling Standard Penetration Test using Drill Bit $in Total Depth Method Hollow-Stem Auger Size/Type of Borehole 16.5 feet bgs Drill Rig CME-75 Drilling Approximate GeoBoden Type Contractor Surface Elevation Groundwater Level Not encountered Sampling SPT Hammer 140 Ibs 30"drop and Date Measured Method(s) Data Borehole Native soil Location See boring location map Backfill m > � U N y6 c ` Q w C N E Z H N Q N C � Q w o c U w rn H p ii m � Y H m S m e U o S s 2 Q E E 3 °' m S � i ° 2 2 o in U) Z 2 c9 MATERIAL DESCRIPTION a a o in W O 0 sP •0•4 Dune SAND, light brown,loose,dry, Fine to Medium {. grianed . 4 18 sP 4 Consistency becomes medium dense 0.3 s ' . 4 sp l 14 :• 0.4 7.9 • ••• sP Consistency becomes loose 10 7 {' 0.3 23 sP •�� Consistency becomes medium dense 0.4 15 {' sp .••4 30 •♦ 0.7 ■ End of boring at 16.5 ft No groundwater No caving Backfilled with native soil E 20 a ai E E `o a E 25 m 0 J i0 t0 0 N N 30 N U Project: Proposed Residential Development Key to Log of Boring Project Location: CAC of Gerald Ford Drive and Shepherd Lane,Palm Desert, Sheet 1 of 1 Project Number: L201071 U � U N y6 o N C N E Z F_ N0. Q � 0 w o c cn w H rn H U LL � � YH m S m U o p U) —mo 2 O o MATERIAL DESCRIPTION � � � o� �i~n � o 1 2 3 [4J 1516 7 8 191 11 11 IiA COLUMN DESCRIPTIONS 11 Depth(feet):Depth in feet below the ground surface. B9 PULL%: Plasticity Index,expressed as a water content. 2 Sample Type:Type of soil sample collected at the depth interval 1 Dry Unit Weight,pcf: Dry weight per unit volume of soil sample shown. measured in laboratory, in pounds per cubic foot. �3 Sampling Resistance,blows/ft: Number of blows to advance driven 11 Unconfined Compressive Strength,tsf: Unconfined compressive sampler one foot(or distance shown)beyond seating interval strength,in tons per square foot. using the hammer identified on the boring log. 1© REMARKS AND OTHER TESTS:Comments and observations 4 Material Type:Type of material encountered. regarding drilling or sampling made by driller or field personnel. 5 Graphic Log:Graphic depiction of the subsurface material encountered. © MATERIAL DESCRIPTION: Description of material encountered. May include consistency,moisture,color,and other descriptive text. �7 Water Content, %:Water content of the soil sample,expressed as percentage of dry weight of sample. ® Percent Fines:The percent fines(soil passing the No.200 Sieve) in the sample. WA indicates a Wash Sieve,SA indicates a Sieve Analysis. FIELD AND LABORATORY TEST ABBREVIATIONS CHEM:Chemical tests to assess corrosivity PI: Plasticity Index,percent COMP:Compaction test SA:Sieve analysis(percent passing No.200 Sieve) CONS:One-dimensional consolidation test UC:Unconfined compressive strength test,Qu,in ksf LL: Liquid Limit,percent WA:Wash sieve(percent passing No.200 Sieve) MATERIAL GRAPHIC SYMBOLS L Poorly graded SAND(SP) TYPICAL SAMPLER GRAPHIC SYMBOLS OTHER GRAPHIC SYMBOLS Auger sampler CME Sampler Pitcher Sample Water level(at time of drilling,ATD) Water level(after waiting) Bulk Sample Grab Sample 2-inch-OD unlined split Minor change in material properties within a spoon(SPT) stratum y 3-inch-OD California w/ ' 2.5-inch-OD Modified Shelby Tube(Thin-walled, — - Inferred/gradational contact between strata brass rings California w/brass liners fixed head) —?- Queried contact between strata E GENERAL NOTES s 1:Soil classifications are based on the Unified Soil Classification System.Descriptions and stratum lines are interpretive,and actual lithologic changes may be a gradual.Field descriptions may have been modified to reflect results of lab tests. E 2:Descriptions on these logs apply only at the specific boring locations and at the time the borings were advanced.They are not warranted to be representative o of subsurface conditions at other locations or times. m o O J i0 t0 N N N N U Figure B-1 APPENDIX C Laboratory Tests M r1 I� n lD lD fL N v M Ql i--I 00 lD mJ W N O c�-I m � � @ Ci m -i aD oo 1.0 1.0 oO M Ln Ln ro N r N c-I O r-I O " N @NJ ci lD lD Ln Ln m N C l Ln I- 00 lD o0 Ln 0 Ln @J lD l.D Ln LnO a--I N m N M N N O N O o0 } Y rl lD Ln @1 ci M M O N N aO+ N m C O C U U U aJ � O I- lD to n N a! -0 aJ °' r1 rl O rn O rl N rl lD lD Zt Ln ate+ N U Z ?o 00 ap Ln I- O Q O M N rl M N N r1 I� n lD lD m N c-I Ln M r lD v @J r, -1 -1 m -zl- N M N ci I, N m Ln lD m u� N N O 00 O c . N O N r1 co N O N N C�J ci I� n lD lD m Q N -- U O lD M m lD O M lD i rl c-I O a) O nj NO a) @�1 r1 lD lD -z�- Ln CD m p E N N m O lD I� n tD lD @J chi l�D l^D Lin LnO \ ai C ro _j Ln O - N Cn N O a a1 O O Q1 00 01 ry Q -i lD Ln � O 14 N N aj m a-J Ln lD N I, rl 00 c 9 0 Ln \ @J W -t- M Ln to n r-I rl (3) > p O n •(/) LL. ran O M lD lD M ^ V f6 IlD l0 O Ln ro m (D a) ? 6 (3) aJ c L1 E m +�., +�+ N -O in O CU H n3 C E a) a) Z + *' + I LO c OA N a1 C/) 0 4; 4 @ �0 O L Tp � 0 O v + emu v p H > p p > > C O O O C C O 2 N N ii zt 2 a ct� z m o_ oC oC N rn Ln oo Ln m m n m m a r-I Ql Ql 00 00 O 4 N aa -1 n n m lD N M IH c-I c-I O O @J n n � t.0 O O m r 01 O r-I Ln b Y 00 LD LD F, 00 No � C aJ C m ci I, N Lfl Ln r, OJ C N C O C O U O n U O U v ci ci 0l 00 O aJ "a aJ -1 Ln M 't O v C 'o O i J rl n n l0 l0 `� m Ln U Z u, in 00 Ln -i M I, N N m N m N Ln Vy Ln Il n -4 N M O (a i--I n n lD lD m vi c N N Ql I� O M Ln v 00 n l0 n O O m M O O O O O Ln M M 00 00 O m rl 00 00 1.0 1.0 m Q N -- U M N c-I lD Cl O O vOi m� ci O O N aJ m p E N O 00 lD 00 N M f V N @ c-I I� n tp tp aj m C m _j u Ln O 'O N N Ln O 00 M N O a1 N 00 m Ln lD r4 Ln r n Ln I� Ql m c-I N O N _ !Z m ri n n LD LO N (N aJ m a-J � Ln m N M lD O Il M N i--I 00 00 l0 n � Q J > pm N -2 o ^ •Ln L.L N N lD N O tL @j lD lD O `� N m aJ ? 6 m i +� m O N -6 in O CU H m C E aJ aJ Z + *' + > LO OC-0 OA N aJ Lnm + m y 2C �a m ~ - O O O a v +> +> > v v Y as E 3 p > p p > 2 2 f o ° 2 v v if z a � zt 2 m o_ oC oC Gradation Test Results c a c d ❑❑ a ❑❑ ❑❑ ❑❑ Diameter of Particle in Millimeters B-3 @ 3.0'-4.5' Gravel Sand Fines 0.6 % 91.5 % 7.9 % Subsurface Exploration& Geotechnical Investigation Terradyne Engineering, Inc. Quality Choice Construction Proposed Residential Development at: Grain Size Distribution NWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 92211 Terradyne Project No.: L201071 Plate: G1 Gradation Test Results ❑❑ y ❑❑ �a a �. ❑❑ c m ❑❑ IL ❑❑ ❑❑ ❑❑ 11 Diameter of Particle in Millimeters B-3 @ 20.09-21.59 Gravel Sand Fines 0.1 % 92.9 % 7.1 % Subsurface Exploration& Geotechnical Investigation Terradyne Engineering, Inc. Quality Choice Construction Proposed Residential Development at: NWC of Gerald Ford Drive and Shepherd Lane, Grain Size Distribution Palm Desert, CA 92211 Terradyne Project No.: L201071 Plate: G2 Gradation Test Results ❑ ❑❑ a c as a ❑❑ ❑1111❑ ❑Q ❑ ❑❑ ❑❑❑ Diameter of Partible in Millimeters B-3 @ 35.0'-36.5' Gravel Sand Fines 0.0 % 90.7 % 9.3 % Subsurface Exploration& Geotechnical Investigation Terradyne Engineering, Inc. Quality Choice Construction Proposed Residential Development at: Grain Size Distribution NWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 92211 Terradyne Project No.: L201071 Plate: G3 Gradation Test Results ❑ ❑❑ a c as a ❑❑ F1 -. I L - ❑1111❑ ❑Q ❑ ❑❑ ❑❑❑ Diameter of Partible in Millimeters B-3 @ 35.0'-36.5' Gravel Sand Fines 0.0 % 90.9 % 9.1 % Subsurface Exploration& Geotechnical Investigation Terradyne Engineering, Inc. Quality Choice Construction Proposed Residential Development at: Grain Size Distribution NWC of Gerald Ford Drive and Shepherd Lane, Palm Desert, CA 92211 Terradyne Project No.: L201071 Plate: G4 APPENDIX D PerCblation ❑ests Boring Percolation Testing Field Log ErcRfrrvr^rc Project Number: L201071 Testing Date: 10/29/2020 Project Location: Gerald Ford Road& Shepherd Ln,Palm Dese Boring/Test No.: P-1 Earth Description: SM Tested By: FS Diameter of Boring: 8 in Diameter of Casing: Depth of Boring: 5 ft Liquid Description: Tap water Depth to Invert of BMP: 5 ft Measurement Method: Sounder/Tape Depth of Water Table: Depth of Initial Water Depth(dl): 0 Time Interval Standard Start Time for Pre-Soak: 9:05 Water Remaining in Boring(Y/N) Y Start Time for Standard: 9:15 Standard Time Interval Between Readings: 10 mins Elapsed Water Drop During Percolation Rate Reading Time(Start/End) Soil Description/ Number (hh:mm) Time(At) Standard Time for Reading Notes/Comments Interval 0d(inches) (in/hr) 1 9:15 10 10.0 60.0 Dune SAND 9:25 2 9:25 10 11.0 66.0 Dune SAND 9:35 3 9:35 10 17.0 102.0 Dune SAND 9:45 4 9:45 10 10.0 60.0 Dune SAND 9:55 5 9:55 10 9.0 54.0 Dune SAND 10:05 10:05 6 10 6.0 36.0 Dune SAND 10:15 AGUA CALIENTE BAND OF CAHUILLA INDIAM TRIBAL HISTORIC PRESERVATION 03-026-2021-001 August 10, 2021 [VIA EMAIL TO:kswartz@cityofpalmdesert.org] City of Palm Desert Mr. Kevin Swartz 73-510 Fred Waring Drive Palm Desert, CA 92260 Re: Santa Barbara Condos Dear Mr. Kevin Swartz, The Agua Caliente Band of Cahuilla Indians (ACBCI) appreciates your efforts to include the Tribal Historic Preservation Office (THPO) in the Santa Barbara Multi-Family project. We have reviewed the documents and have the following comments: *The presence of an approved Agua Caliente 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. *Please provide a copy of the mitigation measures. Again, the Agua Caliente appreciates your interest in our cultural heritage. If you have questions or require additional information, please call me at (760)699-6956. You may also email me at ACBCI-THPO@aguacaliente.net. Cordially, ;; Lacy Padilla Archaeologist Tribal Historic Preservation Office AGUA CALIENTE BAND OF CAHUILLA INDIANS 5401 DINAH SHORE DRIVE, PALM SPRINGS. CA 92264 T 760/699 68OU f 760/699/6924 WWW.AGUAGALIENTE-NSN .GOV -�--_, CITY Of PRIM Of IRT 73-5 IO FRED WARINGDRIVE PALM DESERT,CALIFORNIA g2260-2578 TEL- 760 346-o6xz iftfo@cityofpalmdesert.org ARCHITECTURAL REVIEW COMMISSION NOTICE OF ACTION May 5, 2021 Desert Luxury Apartments 2755 S. Nellis Boulevard, Suite 10 Las Vegas, NV 89121 Subject: Consideration of a recommendation to approve a 48-unit condominium project on four acres at the southwest corner of Portola Avenue and Gerald Ford Drive. The Architectural Review Commission of the City of Palm Desert considered your request and took the following action at its meeting of April 27, 2021: By Minute Motion, the Architectural Review Commission continued Case No. PP 20- 0010/TPM 38033ICZ and GPA 20-0002 subject to the following: 1) Consider comments made by the Commission; 2)Applicant should explore options to diminish the buildings top heavy and blocky appearance; 3) Options for improvement on elements which are reminiscent of antiquated forms of architecture, such as the tile roofing, should be explored; 4) Details on the building including but not limited to, the cornices, tacked on trim, and the heavy top on the stone columns, need to be revisited; 5) Improvement to the overall aesthetic design should be considered; 6) If possible, applicant should meet with members of the Commission outside of the ARC meeting for further comment. The motion carried by a 5-0 vote with Commissioner McIntosh ABSENT. Any appeal of the above action may be made in writing to the City Clerk of the City of Palm Desert within 15 days of the date of the decision. If you have any questions, please contact Associate Planner Kevin Swartz at (760) 346-0611, Extension 485 or kswartz@cityofpalmdesert.org. Sincerely, ERIC CEJA, SECRETARY ARCHITECTURAL REVIEW COMMISSION cc: File -�--_, CITY Of PRIM Of IRT 73-5 IO FRED WARINGDRIVE PALM DESERT,CALIFORNIA g2260-2578 TEL- 760 346-o6xz iftfo@cityofpalmdesert.org ARCHITECTURAL REVIEW COMMISSION NOTICE OF ACTION June 3, 2021 Desert Luxury Apartments 2755 S. Nellis Boulevard, Suite 10 Las Vegas, NV 89121 Subject: Consideration of a recommendation to approve a 48-unit condominium project on four acres at the southwest corner of Portola Avenue and Gerald Ford Drive. The Architectural Review Commission of the City of Palm Desert considered your request and took the following action at its meeting of May 25, 2021: By Minute Motion, the Architectural Review Commission approved Case Nos. PP 20- 0010/TPM 38033ICZ and GPA 20-0002, subject to the following: 1) Windows located on exposed elevations and masses over garages should be recessed; 2) Applicant will revisit stacked elements over garages and explore options which help these masses relate to the overall building design; 3) Staff will email revised elevations to ARC Commissioners for review. The motion carried by a 5-0 vote with Commissioner McAuliffe ABSENT. Any appeal of the above action may be made in writing to the City Clerk of the City of Palm Desert within 15 days of the date of the decision. If you have any questions, please contact Associate Planner Kevin Swartz at (760) 346-0611, Extension 485 or kswartz@cityofpalmdesert.org. Sincerely, ERIC CEJA, SECRETARY ARCHITECTURAL REVIEW COMMISSION cc: File A. CITY Of PRIM Df S1RT g, 73-510 FRED WARING DRIVE PALM DESERT,CALIFORNIA 922670-2578 F TEL: 760 346-o6xz info@cityofpalmdesert.org ARCHITECTURAL REVIEW COMMISSION NOTICE OF ACTION July 20, 2021 Desert Luxury Apartments 2755 S. Nellis Boulevard, Suite 10 Las Vegas, NV 89121 Subject: Consideration of a recommendation to approve a 48-unit condominium project on four acres at the southwest corner of Portola Avenue and Gerald Ford Drive. The Architectural Review Commission of the City of Palm Desert considered your request and took the following action at its meeting of July 13, 2021: By Minute Motion, the Architectural Review Commission approved Case Nos. PP 20-0010/TPM 38033ICZ and GPA 20-0002, subject to the following: 1) Consider extending parapet ends 18 to 24 inches on two-story roof plan. The motion carried with a 5-0 vote with Commissioner McAuliffe and Commissioner McIntosh, ABSENT. Any appeal of the above action may be made in writing to the City Clerk of the City of Palm Desert within 15 days of the date of the decision. If you have any questions, please contact Associate Planner Kevin Swartz at (760) 346-0611, Extension 485 or kswartz(@cityofpaImdesert.org. Sincerely, { ERIC CEJA, SECRETARY ARCHITECTURAL REVIEW COMMISSION cc: File r-�`- CIT Y 0 1 P H I M 0 1 1 R T 73-5 Io FRED WARING DRIVE PALM DESERT, CALIFORNIA 9226o-2578 TEL: 760 346—o6i i ■ I info@cityofpatmdesert.org Lr —— 0 CITY OF PALM DESERT LEGAL NOTICE CASE NO. PP 20-0010/TPM 38033/CZ and GPA 20-0002 NOTICE OF A PUBLIC HEARING BEFORE THE PALM DESERT PLANNING COMMISSION TO CONSIDER A REQUEST BY DESERT LUXURY APARTMENTS, LLC FOR A RECOMMENDATION OF APPROVAL TO THE CITY COUNCIL FOR A CHANGE OF ZONE FROM FIVE (5) DWELLING UNITS PER ACRE TO TWELVE (12) DWELLING UNITS PER ACRE, A GENERAL PLAN AMENDMENT, A PRECISE PLAN APPLICATION TO CONSTRUCT 48 CONDOMINIUM UNITS, TENTATIVE PARCEL MAP 38033, AND A MITIGATED NEGATIVE DECLARATION FOR ENVIRONMENTAL PURPOSES. The City of Palm Desert (City), in its capacity as the Lead Agency for this project under the California Environmental Quality Act (CEQA), has reviewed and considered the proposed project and 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: APN: 694-300-003, Located on the southwest corner of Gerald Ford Drive and Shepherd Lane 3.91 acres Project Description: The development of the project is on a 3.91-acre parcel. The project will be built in two phases with Phase One consisting of four (4) two-story buildings, with four (4) units in each, located along Gerald Ford Drive and the center of the project, and four (4) single-story duplex buildings located in the rear of the property, totaling twenty four(24) units. Phase One also includes a recreation clubhouse and pool. Phase Two would replicate Phase One. The residential project is designed with one access point which is a shared driveway off Gerald Ford Drive that allows a right turn in and a right turn out. Recommendation: Staff is recommending that the Planning Commission adopt a resolution recommending approval to the City Council of the project request, subject to conditions of approval. Public Hearing: The public hearing will be held before the Planning Commission on August 17, 2021, at 6:00 p.m. via Zoom. The hearing will be conducted in accordance with the City's emergency protocols for social distancing. Options for remote participation will be listed on the Posted Agenda for the meeting at: https://www.cityofpalmdesert.org/our-city/committees-and- commissions/planning-commission-information-center. Comment Period: The public comment period for this project is from July 26, 2021, to August 17, 2021. Public Review: The project application is available for public review Monday through Friday from 8:00 a.m. to 5:00 p.m. by contacting the project planner, Mr. Kevin Swartz. Please submit written comments to the Planning Department. If any group challenges the action in court, the issues raised may be limited to only those issues raised at the public hearing described in this notice or in written correspondence at, or prior to the Planning Commission hearing. All comments and any questions should be directed to: Kevin Swartz, Associate Planner City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92260 (760) 346-0611 kswartz@cityofpalmdesert.org PUBLISH: DESERT SUN ERIC CEJA, July 26, 2021 PLANNING COMMISSION SECRETARY SANTA BARBARA CONDOMINIUMS PALM DESERT ., CALIFORNIA SHEET INDEX ARCHITECTURAL A-0.0 COVER SHEET A-1.0 MASTER SITE PLAN A-2.0 ENLARGED SITE PLAN A-3.1 SITE SECTIONS A-3.2 LINE OF SIGHT SECTIONS BUILDING A A-4.1 FIRST FLOOR PLAN A-4.2 SECOND FLOOR PLAN A-4.3 ROOF PLAN _ A-5.0 BUILDING SECTIONS A-6.1 BUILDING ELEVATIONS (COLOR SCHEME 1) _ A-6.2 BUILDING ELEVATIONS (COLOR SCHEME 1) A-6.3 BUILDING ELEVATIONS (COLOR SCHEME 2) FIF �Ftl�— — . �� - - A-6.4 BUILDING ELEVATIONS (COLOR SCHEME 2) BUILDING B A-7.1 FIRST FLOOR PLAN _ � A-7.2 ROOF PLAN — A-8.0 BUILDING SECTIONS A-9.1 BUILDING ELEVATIONS (COLOR SCHEME 1) A-9.2 BUILDING ELEVATIONS COLOR SCHEME 1 A-9.3 BUILDING ELEVATIONS (COLOR SCHEME 2) A-9.4 BUILDING ELEVATIONS (COLOR SCHEME 2) A-10.1 BLDG. A PERSPECTIVES A-10.2 BLDG. A PERSPECTIVES A-10.3 BLDG. B PERSPECTIVES A-10.4 BLDG. B PERSPECTIVES CLUBHOUSE A-11.0 FLOOR PLAN / ROOF PLAN A-12.0 ELEVATIONS / SECTIONS LOT COVERAGE: SEWER & WATER SERVICE: PROPERTY OWNER : SCOPE OF WORK: TOTAL COVERAGE AREA: 34,724 S.F. DESERT LUXURY APARTMENTS LLC. A-13.0 COLOR & MATERIAL BOARD TOTAL LOT AREA: 87,120 S.F. COACHELLA VALLEY WATER DISTRICT ADDRESS: 2755 S. NELLIS BLVD. SUITE #10, LAS VEGAS NV 89121 MAX COVERAGE AREA: 50% ADDRESS: HOVLEY LN. AND WATER WAY, PALM DESERT CA 82260 TEL: 702.641.2400 DEVELOPMENT OF 8 BUILDINGS/ 24 UNITS CONDOMINIUMS OVER A CIVIL LOT COVERAGE: 39.86% TEL: 760.398.2651 EMAIL: QUALITYCHOICECONSTRUCTION@GMAIL.COM 2 ACRE PARCEL LOCATED AT SOUTHWEST CORNER OF GERALD FORD CONTACT: BILL ROSS DR. & SHEPHERD LN., PALM DESERT, CA. C-1 PRELIMINARY GRADING PLAN FLOOR AREA RATIO : GAS : SAM GUANCI C-2 PRELIMINARY GRADING PLAN TOTAL FLOOR AREA: 54,781 S.F. SOUTHERN CALIFORNIA GAS COMPANY DEVELOPMENT INCLUDES AS FOLLOWING: C-3 PRELIMINARY GRADING PLAN TOTAL LOT AREA: 87,120 S.F. ADDRESS: 45-123 TOWN ST., INDIO CA 92201 ARCHITECTURAL : C-4 TENTATIVE TRACT MAP FLOOR AREA RATIO: 0.63 TEL: 800.427.2200 DANIELIAN ASSOCIATES ARCHITECTS + PLANNERS - CHANGE EXISTING ZONING (PR-5) TO NEW ZONING (PR-12) CONTACT: JOHN DANIELIAN 949.474.6030 - 8 BUILDINGS/ 24 UNITS APARTMENT CONDOMINIUM LANDSCAPE BUILDING TYPE WASTE DISPOSAL: EMAIL: JDANIELIAN@DANIELIAN.COM - POOL HOUSE ACCESSORY STRUCTURE BLDG. A (FOURPLEX) BURRTEC WASTE & RECYCLING SERVICES ADDRESS: 60 CORPORATE PARK IRVINE, CA 92606 - SWIMMING POOL AND SPA L-1 PRELIM. LANDSCAPE PLAN SOUTH TH-A (x2) + TH-B (x2) = 6,590 SF ADDRESS: 41-575 ECLECTIC, PALM DESERT CA 92260 - COMMUNITY LANDSCAPE L-2 PRELIM. LANDSCAPE PLAN NORTH BLDG. B (DUPLEX) TEL: 760.340.2113 CIVIL : - DETENTION POND L-3 PRELIM. PLANT SCHEDULE FLAT- A (x2) = 2,004 SF PEARL CITY ENGINEERING L-4 PRELIM. PLANT DETAILS CONTACT: YANG HU 714.606.3655 CODE INFORMATION: L-5 PRELIM. LANDSCAPE LIGHTING PLAN UNIT SIZE TELEPHONE/ INTERNET : ADDRESS: 1411 RIMPAU AVE STE 109, CORONA CA 95279 BUILDING CODE: 2019 CALIFORNIA BUILDING CODE TH-A (3BR/2BA) - 1,596 SF FRONTIER COMMUNICATIONS MECHANICAL CODE: 2019 CALIFORNIA MECHANICAL CODE TH-B (3BR/2BA) - 1,699 SF ADDRESS: 73-766 PALM DESERT DR, PALM DESERT CA 92260 STRUCTURAL : PLUMBING CODE: 2019 CALIFORNIA PLUMBING CODE FLAT-A (2BR/2BA) - 1,002 SF TEL:877.775.6373 TBA ELECTRICAL CODE: 2019 CALIFORNIA ELECTRICAL CODE PROJECT TOTAL (8 BUILDINGS) CABLE TV/ INTERNET: MECHANICAL : FIRE CODE: 2019 CALIFORNIA FIRE CODE 6,590 x 4 = 26,360 SF SPECTRUM CIRCA DOMINI INTERNATIONAL, LLC. ENERGY CODE: 2019 CALIFORNIA ENERGY CODE 2,004 x 4 = 8,016 SF ADDRESS: 41-725 COOK ST. P.O. BOX 368, PALM DESERT CA 92201 CONTACT: DAVID KANG 949.336.6636 34,376 SF TEL: 888.892.2253 ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 PROJECT INFORMATION: VICINITY MAP LANDSCAPE PERCENTAGE: PLUMBING ASSESSOR'S PARCEL: 693.300.003 TOTAL LANDSCAPE AREA: 19,625 S.F. CIRCA DOMINI INTERNATIONAL, LLC. LOT SIZE: 2 AC TOTAL LOT AREA: 87,120 S.F. CONTACT: DAVID KANG 949.336.6636 ZONING: PR-5 (EXISTING), PR-12 (PROPOSED) /`70 LANDSCAPE PERCENTAGE: 22.53% ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 OCCUPANCY GROUP: R-3 CONSTRUCTION TYPE: V-B 70 PARKING SPACE CALCULATION: ELECTRICAL : FIRE SPRINKLER YES/ NFPA 13D w LOCATION TOTAL VISITOR PARKING PROVIDED: 6 CIRCA DOMINI INTERNATIONAL, LLC. Q TOTAL ACCESSIBLE VISITOR PARKING PROVIDED: 2 CONTACT: DAVID KANG 949.336.6636 GERALD FORD DR ADDRESS: 16520 BAKE PARKWAY STE 100, IRVINE CA 92618 DEVELOPMENT STANDARDS: z w DENSITY: 4-40 w � Q LANDSCAPE : MAX. LOT COVERAGE: 50% HELIOS LANDSCAPE o MAX. HEIGHT: 40' o CONTACT: KRISTEN WHITEHEAD 303.746.3560 ORIES 3 � 0 MAX.. EMAIL: KRISTEN@HELIOSLANDSCAPES.COM o N 0 SOIL : TERRADYNE ENGINEERING, INC. FRANK SINATRA DR CONTACT: KURT BROWN ADDRESS: 2691 DOW AVE. STE F, TUSTIN CA 92780 21062 2021 07-28 DAIIIIIIIIIIIIIIIs III : [ IAN A S S O C I A T E S a r c h i t e c t s p l a n n e r s www . danieIian . com 9 4 4 7 4 MASTER SITE KEYNOTES 1� POTENTIAL FUTURE BUILDING LOCATION 2� POTENTIAL FUTURE LANDSCAPE AREA PPOTENTIAL FUTURE DRIVEWAY 4� POTENTIAL FUTURE DETENTION POND �5 POTENTIAL FUTURE PARKING SPACES ❑6 POTENTIAL FUTURE SIDEWALK ❑7 PROPOSED ACCESSIBLE PATH OF TRAVEL FROM RIGHT OF WAY zm O D o= rB zo A.03 0-11 0 (,6L'699) ,9V699 3 60,tiS 68N 00'8£ ,9l'lZ9 0 ?JC I HONV3S 6 2❑ o ll . .. o can e 0) 0) W v W a a a a . . . . . . . . . W U v .o.* *.o. ®. . . . . . . . . . . . . . . . . . . . . 0 5 b 0 w N ^Z = 0% rA Ncu 0 -u A03 GUANCI DRIVE GUANCI DRIVE Ao3 (no m N O nj O N no r- O W::g Z N vv vv D m ;O� v Z� N t0 r . .. v W • v a 00 J PO 00 s£ 8£ � ❑ ui _ C CALIFORNIA DRIVE < CALIFORNIA DRIVE W A.03 7 A.03 • v v • .• ly v L(" i. vv vv vv vv r Z :.dvv VV vv vv 4 A�S'x 'Y 69 3„6�?49 68 • • o CTT 2 uN), 6 B o0 a A.03 00'699 a -00706 3 64,ti9 68N L990—LO NO N3d £990—LO NO 83d 03HSn8V1S3 'dNAS us'd*l ON of GERALD FORD DRIVE Ln IR MASTER SITE PLAN 1 " = 30 ' - 011 N 07-28 2021 21062 _ 1- SANTA BARBARA CONDOMINIUMS MASTER SITE PLAN PALM DESERT , CA I A S S O C I A T E S a r c h i t e c t s ❑ p l a n n e r s www . danieIian . com 949 . 474 . 6030 SITE PLAN KEYNOTES 1� PROPOSED PROPERTY LINES NEIGHBORING HOUSE 2� PROPOSED CONDOMINIUM BUILDING,SEE A.04 PPROPOSED SWIMMING POOL AND SPA AREA (V PROPOSED NATURAL STONE COMMUNITY SIGNAGE ±313'-5" A.03 17 10 ❑5 PROPOSED LANDSCAPE AREA,PER LANDSCAPE PLAN SITE WALL � � � � � � � � � _._�._.._.� � � � � �_._.� � � � � �_ �._._�_. � � � � � 6 PROPOSED SUNKEN PUTTING GREEN&DETENTION T T T T T T T T T T T T T T T T T T . T T . T T T T T T . T T . T T T T T T T T . TT TT . T T T TT . T T T T T T T TT . T T T TT . T T T T T T T T TT . T T T T T T T T T T T T T T TT . T T T TT . T T T T T T TT . T T T TT . T T TTTT . TT . TT . TTTT TT T . TT . TTT . TT . TT TTTTTTT . TT . TT TTTTTTT . TT . TT . TTTTT T T PPORONPDO,6S"EBDE BLOBOW PATIO,NPDE R LANDSCAPE PLAN T T T T T T T T T T . T T T T T T T T T T T T T T T T T T . T T T T T T T T T T T T . T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T o �8 PROPOSED DETENTION POND,PER CIVIL PLAN& T T T T T T T T ♦. R. T T T ♦. T R. T 6 T T T ♦. T T T T T T T T T ♦. T T ♦. . T T T T T T T T T T T ♦. T T R. T R. T T T T T T T T T j o T T T T T T T T T T T T T . . . T T T T . . T T T T T T T T_ T �. > LANDSCAPE PLAN T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T . T T T T T T o T T T T T T T T T T T T T T T T T ❑9 PROPOSED ACCESSIBLE PARKING STRIP,MAX SLOPE T T T T T T T T. T T. T. T. t. T. T T T T T T T T T T T T T T T T T � T T T � T T T T T T T T T T T T T T T T T T T T T T T� I � OF 2%IN ALL DIRECTIONS T. ♦. T. T T T T T T T T T T + .n .n T I�wl------'��ll .n .n .n .n .n ♦. .n .n ♦. .n .n ♦. .n T. .n .n ♦. .n .n ♦. .n .n ��** j Cn b D p p D 10 PROPOSED 5'CONCRETE SIDEWALK v ° p v ° D T T T T T . T T T _ ° ° v ° °as—as—as as as as as —a?—as—as as—as�9s—vas—as—as—as I T T T y T T T T T T T T T T T T T T T T T 3t. T T T *. �. .r. R. .r. R. .r• .r. � .r. �. .r• R. �. .r. R. ---- T T � T T T T T " T T T T � T T T . .r. R. .r. .r. R. T .r. .r• .r. �. T *. _ ---- p --- ----- ---- 11 PROPOSED CURB RAMP&DETECTABLE WARNING T T T T T T T T T T T o o T T T o o T T T T T o o T T T T o o T T T T T o o T T o o T T T T T T o oT T T T o o T T =.n .n .n .n .n .n .n .n T T T T T T T T - T PROPOSED 10'CMU WALL TO MATCH EXISTING T T T T T T T T T T T T T T T T = 13 PROPOSED FIRE APPARATUS PATH T T T T T T T T T T I T T T T T T T T T 2 T d, T 2 2 T 2 ° j 14 PROPOSED 24'CONCRETE DRIVEWAY aS .n .n .n .n .n .n .n .n = •n T T T ® D .n .n .n .n T D p a T T T T o T T 15 EXISTING RIGHT OF WAY T p ° III alllllallllllall uuuuul noun p T � T T 16 PROPOSED POOL HOUSE,SEE A.13 _ ® o°* ❑® * T T � 17 PROPOSED 8'HIGH FENCE WI MAX.4"OPENING T T T .� .T .T . .T .T .l. - T T T T T T T T T T T T T T T BETWEEN RAILINGS AROUND POOL AREA T T T T T T T T T T p T T T T T T T T T T 18 T T T T T T T T T T T T T T T T T T T 18 PEDESTAL-MOUNTED MAILBOXES IN _ G T T T T T G T T T G G T T T T T T G T T -------------------- -------------------- I—ss ss 55 s�_ ss ss ss ss ss ss ss ss S ss ss ss ss Ss ss ss ss ss s ss ss ss —ss ss ss ss ss ss ss ss ss xa—,ra—xa—ea—Ma—Ma— —x,a—N,a�xa—xa—xa—xa xa xa 7xa Ma—Ma—xa—xa—xa—xa—Ma—Ma—xa—xa—xa�xa—Ma—ra ma �� ------------------ �� ----- �� t f t t f t f t f o ------------ ----- -------------- �-o t p o o 11 p ° qff %Nil t � 5 = 11 2 2 `� I c�— • • t W CA I ptDvf�.f •t.t•f f t ___ f . ffftt p "♦ f t f • _ • � ___ ___ O ♦ t ♦ f t t t t I _ f f • _ f f f . f = f f f ♦ f f f I f t f = t f t f t co w a I♦ t f•f — f I upl •"t''•• = I i+f = ii�♦f f f f f f f f ___ _ _ ___ 29'4" �IlRnnml� •II o ��of � f f I � I n t --- --- --- --- --- N e p D f p D `V t p f ♦ f ° D p ° V ° D � I '` I I 1 I V � �� I j T T T T T T T T T ul O D 7 D j m T T T T T T T " 5 7 � I I I I T C ss —ss ss 41 a ss —ss ss —ss —ss —ss —ss —ss —ss ss —ss —ss —ss —ss —ss — Is ss s ss ss —ss —ss —ss —ss 1 3 1 4 C I T '� p A.03 _ A.03 I 'r -aIN s as—as—as—as—�s—as—as—as— as— as—as�as— as—asp fR—as—asFas—as—as as— as— as— as— as— as— as— as� as as I T T T T T T T T /x\ I 1. � - i T 10 I I T T T �r T �r T Ma AAO—Ma—m—m—w—w—Ma—Ma—Ma —MO—�7—Mla=Ma CMG—Ma—Ma—Ma—Ma—Ma—Ma—Ma—Ma—Ma—Ma I o I LJ 41 /x\ w— xi -�—Nu—u nu— �n� n�—n�— +�— w—e"—Ad—w—Ad—�—�—�—W—W I"— n�— n� IT—Ins—md—mj—nj—n"—nj—md—nu—#j—nj—nj—NJ I a i " --------------►- ------- --------- o ° o p ------------------- ------------------- o I T mmm mnmmi , p ° � p v � t♦f _ ° t I f t t T T " T T T of SRf i I o v �t ft p I I T W00 ONI'JNtlHO T .N3W .O t as f 4 v ° f®♦ ® ®f ° j = T T u� D f f• v . .. * * o t f"fff fftff f f ff tff ff I �o \ _ _ —- WO SN3W'OMtlHO ___ ___ - — so " ____________ OO ----03d------- ___ ___ ___ ___ " , ___ ___ G t f T T 13 14 p j --- --- f —a -- -- t- I r SlNMMD3100d O p 15'-0" 15'-0" � I v 30 0' --- --- -- -- D , as T T _ _ I I 9,0„ 9,_0„ 8,_4„ 9,_0„ 91_011 t t I If I IInII fII ,/I�Ir 9v, f t .T .T .T .T .T .� .T , , , i• 4 i i i i i I J L pll I I � •}• � •l•` t t *, T T T T T T p ___ ___ ___ ___ '' --- i t v u \•11 --- --- --- w p I I ,y ♦ .T T .T T T .T p D p D p p y D p p ° ° I I 5t T T T T T T ° I v ° T 7 T1/ T}, T TN T T T j " --- ` -- ---69 31, 6 jvg,68V 4 D p p I I I 5 15 10 5 BU' I ---------------------------------- F=__________- Cn - ------------------------- 11 O I T T T o ----------------- o v j T T T T T 41 T T I T T T T N 1 T T T ENLARGED SITE PLAN ENLARGED PARKING PLAN 1 " = 20 ' - 011 1 11 — 1 0 ' - 011 N 21062 2021 07-28 Ale vv SANTA BARBARA CONDOMINIUMS ENLARGED SITE PLAN PALM DESERT , CA I A S S D C I A T E S a r c h i t e c t s ❑ p l a n n e r s www . danieIian . com 949 . 474 . 6030 T.O.P 26'-5„ L LL- 0 E ILI - -` 2ND F.F. 101-01, 1 ST_F,F. 01-01, �`• __STREET CURB SITE SECTION A COLOR SCHEME #2 COLOR SCHEME # 1 -01-811 STREET LEVEL -1 '-2" T.O.P 26'-5" 2ND F.F. 10, 1ST F,F. 01-01, STREET CURB SITE SECTION B -01-811 STREET L_E_VEL -1'-2" T.O.P 26'-5" LL ------------- ---------------------- ------------- - - - - - - - - --- --------- ------- ND F.F. 101-01, TT � 1ST_F.F. SITE SECTION C �`,�___STREETCURB 3/32" - 1 '-0" COLOR SCHEME # 1 COLOR SCHEME #2 _o'-$" � STREET LEVEL ` -1 '-2" 21062 2021 _07-01 A - 3 1- I ANTA BARBARA CONDOMINIUMS SITE SECTIONS °, 11-0i WZ111111A S1, 2.-0.. D A [� I BAN A L M DESERT , CA SCALE 1/4"= 1'-0" I ASSOCIATE S a r c h i f e c t s p l a n n e r s www 91 '-9" 262.13 TC I 0 2� 59.81 TC ,�/ - - - 255.88 TC 262.68 FS �� `� 259.30)FS `� 255.41 fS ry bti N ' i (250.63 TC DRYWELL2g2N1y 259.32 TC 255.30TC 262.59 TC / - 248.0454 -0„ 37 -9„ _S 86 . (261.95)FL 25 . (254.70)FL L V V R/W \ a\ I 250.54TC EXISTING PROPERTY LINE T.O.P - - - - -- -- V_ Sii FG 2 251 .OTG NEIGHBORS LINE OF SIGHT 262.25TW 258.65FS 258.72FF � i INV ASI o 9" I T RET. H=3.6' BLDG 6 257.24FF BLDG 5 S=0.005 252 " H I 258.68 258.72FF 257.20FS 257.49FF 252.50TOT � " 251.5060T �� S- .005 �p S=0.01 1 258.22PAD 1 S=0.01 256.99PAD 12 HDPE 253 0O \ S= .005E- I �O 254. 1 " H P I � \ 25819\� a � � 25 .16GFF \� 257.16 � 2 FL S=0.005 EXISTING CMU WALL I 2 FF FF - - - - - - - - - - - - - - - -- 2ND F.F. 31FS 25 31FS 25 .08FS S 0.01 2 257.0 FS 25NV �. L-17LF _ _ 10, L273.50 FF I - - 57.86Tc . �° - _9 6.61TC4.0% 54.47TC 1ST F.F. S 259.24T �.61. " S24710TL 7.27FS D 257 .74 L 1�S 297'L TC 267.5 258.41 FL 259.22TC RET. H-0.9' RET. H=2.4' 0.6% =1.T 3•0% 6 254.3 255.24TC i' 0 0` FG I 258.72FS 254.74FL - - - T 259.25FS _ 271 .00 FG �,\ _ STREET CURB RET. H=4' I �s9 - S=o. 1 , SECTION A LOT 16 0'-811 260.14FS 1 S=0.01 258.82FF 2 5.4 2 61 .21 F F - 0 4 TYP. BLDG 3 7 F f S STREET LEVEL I o� 260.18FF \ 258.82FF� RAMP 5 ° 3/3 2 259.68PAD \ 258.32PA W AN RAILS 268.9 I "' ' 58.00 FG a. : :. FS 259.88TC 9 ■ a ■ ■ 25 .49GFF 4 FF is 25� Q C Q 259.85G 259.85GFF Q a I 259.38FL 59.77E 259 77FS 2 .4�FS 258. \ 257.60TC l 257.10FL 60.00TC 257.76TC 0 259.30 0.44TC 2•0% 259.6 2� 57, I\ 267.25TW 2 52FL 258.9 25 . 4FL 259.1 257.54FL \� 260.56FS �? 260.06TC 261. TC 259.18 ��259.25TC 57. Q RET. H=6.7' I 61.41FS C 5%_ 0.57 259.56FL 2. 260.55FS _0 F 258.75FS \ 1.5% - S=0.01 1 I -$60.88GFF 260. 4 FF \: 259 1GFF FF \ \\ a I 16 0590.80FS 260.16FS ` 259. 2FS ..' FS \ 259.59� I Q } I LL® I \ 269.7 48i-8 I 1 I i p p FG -- BLDG2B Q BLD 2A BL4 16 \ BLDG 1A 261.I21FF 260. 8FF 259'. 4FF 259J61FF 37'-8" T // 260.71PAD 260.08PAD 259.44PAD 259.11PAD 1 / 26lj2lFF FF 259 4FF 260.74FS I \ 259 1FF RET. H=7.3' I 261 7FS 260 OFS 259, OFS 259 PY - - - - - - - - - - - - - - - - - - - EXISTING-PROPERTY_ LI-NE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -T.O.P �I 26 -5 I F � SIDE S LINE OF SIGHT 270.1 - - - - _ _ '-- ,•. ' '-�8 YARD NEIGHBOR FG I - ' '% A +.+ 2 9FS 258.62 S 258.25 258.7 OP T 264.07FG S D 260 S D -25Y24S 263. FG INV 258.2 T FS �•:•: FS 260.5FG FG FG Lf 259. FG �.�. . �26 261 260, RET. H=8' ?643)51 _ _ 2� 262.6 G 5.5FG 270.3 270.25TW 1 S=0.01 (269. G ( 66.9)FG 263 3 EXISTING CMU WALL FG 264.21FG \ 6' T. H.=1.4' 2ND F.F. RET. H=6' _A B I D 10'-01, 271 .50 FF LOT TO LOT TOI LOT T4 I LOU T3 ILOI 1 S T F.F. (270.60)FF I (268.90)FF (267. 01-01, (273.50)FF \ (271.50)FF (270.10)PAD (268.50)PAD (266.! 269.60 FG (273.00)PAD \ (271.00)PAD STREET CURB SECTION B - LOT 15 L260.58 FF _01 -811 I I I 3/32" _ I-Oif STREET LEVEL �I \ I I 1 '_211 \ PHASE 1 - GRADING PLAN NOT TO SCALE 74'-1 1 " 84'-6" 37'-3" 37'-8" 42'-0" 42'-6" T.O.P EXISTING PROPERTY LINE 26'-5" EXISTING PROPERTY LINE NEIGHBORS LINE OF SIGHT CLUBHOUSE CABANA NEIGHBORS LINE OF SIG NoH :�o 1-0 2ND F.F. - - - EXISTING CMU WALL 10'-0" 270.60 FF 1 ST F.F. 268.90 FF EXISTING CMU WALL 0 [PUFF] u u ---------------- 01-01, 266.60 FG � I STREET CURB SECTION C - LOT 14 259.94 FF \\ -0'-8" SECTION D - LOT 13 263.30 FG 259.00 FF 3/32" = 1 '-0" STREETL LEVEL 3/32If "= 1 '-O 21062 2021 07-01 A 3 .92 SANTA BARBARA CONDOMINIUMS LINE OF SIGHT STUDIES PALM DESERT , CA PHASE 1 ASSOCIATE S a r c h i t e c t s ❑ p l a n n e r s www . danieIian . com 949 . 474 . 6030 �901-01, 242252 TC 2405 L 244.7 24425Q h . - / - / / *82TC252�bRlfd 248.04 TC / / 4 � 242.05 TC �� -247.40)FL �W V W T.O.P-- 26-5 - 250.54TC N \ © \ EXISTING PROPERTY LINE 50.04FL v= . y LINE OF SIGHT 25, DT NEIGHBORS Lc f _ o 240.13 _ � " 9" I T � �\ � FS H 00o 252 0 BOT\ S- .005 ` I 240.55 T `� 2ND F.F. ZS �� [253.25FFL `� [252.00FF] H 5TO I 239.95F f----- - ----- ----- --- ----- ------- -- ----------- ----- - - - - - - - - I 252.75PAD �25150PAD 2 5080' I I 1 0'_0" 254. 12" HDPE 4 .5080 267.00 FF EXISTING CMU WALL 1S F.F. 515 2 FL s=0.005 I I T INv - - - 7 ' O -01, 47TC 251.29 �.97FL 0.6% y° � FL 0.1-1a. 38' 38' 2 1 TC 25 13 249.96 a' STREET CURB 255.24TC �� 1 ' 26' 26' 12' --- --------�--�T t54.3 254.74FL ---FL-� - \ --- - FL- - -- -- ----- -- �� FL SECTION E - LOT 12 261 .00 FG 256.75 FF -0.8 , h�, ' ` 3/32" = 1 1-011 STREET LEVEL FS 4 .63 T / 242.20 L 5 [257.00FF] [256.25FF] 1 \ 58.00 _ 256.50PAD - I _ 255.75PAD FS. o FS 257.60TC 257.10FL ADLI 'I 2 257.84TC 5 0. 0 1. 45 i \� 0 4FL 257.34FLIn FL FL 00 i Q a 1.5% 89 -1 71 25 .2 I � I � s� � 256.25PAD 25 .75PAD 49 -4 39 -9 I I � � 246.47 TC T.O.P 26'-5" 1 246.47 - -- II FS % �I� EXISTING PROPERTY LINE 18% __ _____ _ - - - - - - - \ ----- -- 11 BASIN NEIGHBORS LINE OF SIGHT ! -s Fs 259 258 25' �" 256.50TOP I 245.5BOT 262 261 260 252 � 2 2ND F.F. 263.3 48.16 TC 10'-01, FG E F �j H I 247.50 L II 1 EXISTING CMU WALL �_264.90 FF I \\ I'llI (268.90)FF I (267.00)FF I (264.90)FF I (260.70)FF I (257.20)FF i `9`, 1 I L` STREET CURB (268.50)PAD (266.50)PAD (264.40)PAD (260.20)PAD (256.70)PAD \` SECTION STREET LEVEL F - LOT 1 1 259.00 FG 256.75 FF � -0'-8" �� \��_-- I C�KU �OG�C�a L�C�OODC��I��QL3/32 I I I TUC 7 Ro. 300197 I I PHASE 2 - GRADING PLAN I F NOT TO SCALE 79'-0" 79'-0" T.O.P - - - - - - - - - - - - - - - - - - - 26 -5 ----- - -------- ------------- ------------------ --------- _ _T.O.P 3 ,_ �, 39,_8„ -----------------39 -4 ---- ------------I� 39' 8" 26,_5„ � „ EXISTING PROPERTY LINE NEIGHBORS LINE OF SIGHT --.-- EXISTING PROPERTY LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -=- - - _ - - - - - - 2ND F.F. 257.20 FF 2ND F.F. - ,_ - -- - - - - - - - - - - - - - - - - - - - - - -- - -__ - - -- ---- - - - �o - 10 0 N EI G H BOI�� CI N�� S1 HT - 10'-0" �o - EXISTING CMU WALL - - - - - 1 ST_F.F. EXISTING CMU WALL 1ST F.F. 0'-0" 260.70 FF 0 -0 1, STREET CURB \`, STREET CURB 255.00 FG �- STREET- SECTI O N G - LOT 10 L256.25 FF �' -0-8 SECTION H - LOT 9 254.00 FG '\ -- - - - - � -��\ 256.25 FF ,\ -0 -8 3 32" = 1 1-0" STREET LEVEL 3/32" = 1 '-0" / _ _ STREET _LEVEL 21062 2021 07-01 A - 3 . 3 SANTA BARBARA CONDOMINIUMS LINE OF SIGHT STUDIES PALM DESERT , CA PHASE 2 ASSOCIATE S a r c h i t e c t s ❑ p l a n n e r s www . danieIian . com 949 . 474 . 6030 FLOOR PLAN KEYNOTES B AC UNIT W/SCREENING A-5.0 2❑ TRASH AND RECYCLE BIN 97'-4" 3❑ TANKLESS WATER HEATER 6'-5" 2'-6" 16'-0" 5'-2" 16'-0" 5'-2" 16'-0" 5'-2" 16'-0" 2'-6" 6'-5" 4❑ GAS METER STORAGE F- - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - L- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - ----- - - - - J L - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C 0 CV CV FIRE RISER FIRE RISER C9 ROOM ROOM 2 2 2 2 2 2 2 2 o o II � � II 2-CAR 2-CAR 2-CAR 2-CAR 1 0 GARAGE GARAGE GARAGE GARAGE 20'-1"x21'-5" 20'-1 N21'-5" 20'-1 N21'-5" 20'-1 N21'-5" 1❑ I I I 1 30 30 30 30 II II II II 3 3 3 3 II it M M II L❑-- _ _ _ _ _ _ --❑J mi x x mI --Ild BA LL] I I ❑ I � I r[l i � lix x� x � 1 BA-2 I��x� \x��1 BA-2 -I I i ��1I-i � - - - - L - - - - - - BR-3 — - - - - � - - - - - - - BR-3 A A-5.0 11'-1 N12'-6" _ _ _ IC I �I/IC - - - - - 11'-1 N12'-6" - - - - BR-2 BR-2 BR-2 - - - 11'-8"x10'-10" 11'-8"x10'-10" - - - BR-2 cp ' 4❑ 11'-0"x10'-4" ENTRY 11'-0"x10'-4" ❑4 bl - - - ENTRY _ _ - - ENTRY ENTRY - - - - - - I I I I I I I c.V 1 1 77 I u') I I uP I up uP I I UP II -7-7 II I I I I IT6 I I I - II I I II T Tff=B� c? I I I I 24'8" 6'2" 11'1" 11 82 1'1" 11'-82" 11'1" 6'2" 24'8" 108'-4" B A-5.0 21062 2021 07-28 A — 4 ,0 1- SANTA BARBARA CONDOMINIUMS FIRST FLOOR PLAN 11-01, 2' 0„ iwlm Mmpmmmm D A [�+N I IAN PALM DESERT CA BLDG . A SCALE 1/4"= -0" ASSOCIATE S a r c h i t e c t s p l a n n e r s www . danieIian . com 949 . 474 . 6030 FLOOR PLAN KEYNOTES B 1❑ ROOF ACCESS LADDER SHAFT A-5.0 2❑ TRASH AND RECYCLE BIN 107'-0" 3❑ TANKLESS WATER HEATER 14'-6z" 13'-1" 14'-72" 14'-7z 13'-1" 14'-6z" 11'-3" GAS METER/STORAGE AC UNIT W/SCREENING - - - - - - - - - - - - - - - - - - - - - -- m N N - - - -- - - - I I I I I I MBR MBR MBR MBR 13'-7"x14'-0" 13'-7"x13'-0" 13'-7"x13'-0" >< 13'-7"x14'-0" I1>< I I I Iu L I N i N MBA91 MBA OO OO N iN - - - - - -- - - - - - - - i I i I WIC WIC a El i WIC I 100� I � WIC i I i — — — I L c D a 00 Co PANTRY PANTRY - - - KIT KIT - - - KIT DN KIT L A A jf/�A A-5.0 A-5.0 LIVING _ _ - - - - - LIVING - - LIVING LIVING - - - - BR 3 A A COVERE -THm CQVER D D CK CbVEkD DECK 7'-0" 17'-8" 6'-2" 11'1" 12'-3" 12'-3" 11'1" 6'-2" 17'-8" 7'-0" 108'-4" B A-5.0 21062 2021 07-28 A - 4 ,0 2- _ SANTA BARBARA CONDOMINIUMS SECOND FLOOR PLAN 2.-0„ iwlm Mmpmmmm D A [�+N I IAN PALM DESERT CA BLDG . A SCALE 1/4"= -O" ASSOCIATE S a r c h i t e c t s p l a n n e r s www . danieIian . com 949 . 474 . 6030 ROOF PLAN KEYNOTES B ROOF ACCESS HATCH A-5.0 ROOF DRAIN P1/4":V-0"SLOPED ROOF — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - � I I I I I I I I I I N Lu I I I I N W p I N W N W - - - - - - - � L6� p I I c� � I � O I I � O I - - - - - - J I I 6 J L6 J I I - - - - - - - I I I I I I AL� 2 I I — � I - - cl I I I I I I 24'-7" I 24'-711 I I j II I I I I I I I I I I 231_7" 231_711 I I I I I I 23'-7" 23'-7" I I ED I I I I I I I I 3 23'-7" 23'-7" A A A-5.0 21 A-5.0 0 0 -v � � 25,_6„ 25,_6„ F- 7 LJ LJ 26'-5" 26'-5" ti ti ti F- O #O 2 I I I I I I I I I I cnw u, w cnw vow o . o � o . o . m � � � I � � F- mN F- -1 F- - mN mN F- -1 F- -1 mN B A-5.0 21062 2021 07-28 A — 3- SANTA BARBARA CONDOMINIUMS ROOF PLAN 0, 1'-0" 2'-0" i wim DANIELIAN PALM DESERT ., CA BLDG . A SCALE 1/4" ASSOCIATE S a r c h i t e c t s ❑ p l a n n e r s www . danieIian . com 949 . 474 . 6030 T.O. P TOP , v o � P � TH -13 TH -A TH-A TH-B P V a , 2ndF. F. � PL � TH -13 TH-A TH-A TH- 13 P � ,t F. F. F. F. SECTION A T.O. P � T.O . P b� PL 17 � TH-A TH-A Ln P d N 0 2 „ F. F. o ' 2-CAR TH-A L P GARAGE i ,t F. F. F.F. SECTION B 21062 2021 072e A - 5 * 0- olSANTA BARBARA CONDOMINIUMS BUILDING SECTIONS � `�` D A I \� � r l IAN PALM DESERT , CA BLDG . A �„aWA A $ $ 0 C I A T E $ KEYNOTES NOTE: SEE COLOR MATERIAL PAINTED STUCCO : URBAN JUNGLE � MANUF. STONE VENEER � METAL RAILING � METAL GARAGE DOOR WITH/WITHOUT GLAZING SHEET FOR MORE INFORMATION PAINTED STUCCO : SANDBAR CONCRETE TILE ROOF (D LOUVERS PAINTED STUCCO : COCOON WINDOWS WITH LOW E GLAZING 3" RECESS AT WINDOW m m m t. m m m G m _m m T.O. P T.O.P (y) Lo 40 = - E , I), 2nd F.F.777 Li O 011 TH F. F. st F.F. FRONT ELEVATION - 1 /411 = 1 1-0 11 1-0 a) 6) 0 G G G FG T.O.P T.O. P -- --------------- LIL Ll- l ❑ E:1- � iy) 0 0 C>l F.F. � � sf F.F. REAR ELEVATION - 1 /411 = 1 1-0 1 1 21062 2021 _07-28 A — 6 . 1- ANTA BARBARA CONDOMINIUMS BUILDING ELEVATIONS °, 11-0. 2.-0.. D A I�� ' � l BAN A L M DESERT , CA BLDG ., A - COLOR SCHEME 1 SCALE 1/4"= 1'-0" I ASSOCIATE S a r c h i f e c t s p l a n n e r s www KEYNOTES NOTE: SEE COLOR MATERIAL PAINTED STUCCO : URBAN JUNGLE � MANUF. STONE VENEER � METAL RAILING � METAL GARAGE DOOR WITH/WITHOUT GLAZING SHEET FOR MORE INFORMATION PAINTED STUCCO : SANDBAR CONCRETE TILE ROOF LOUVERS PAINTED STUCCO : COCOON WINDOWS WITH LOW E GLAZING 3" RECESS AT WINDOW F-G G -0 -0 _0 G _0 -a) P T.O .P T.O . Ln �o 0 o - � 2nd F.F. O O� F.F. 5t F.F. LEFT ELEVATION - 1 /411 1 1-0 11 0 G _ 0 - (D 0 G -0 T.O.P T.O. P �o N i �O O N _ end F.F. 01-1 r 0 F.F. 5f F.F. RIGHT ELEVATION - 1 /411 = 1 1-0 1 1 21 062 2021 _07_28 A - 6 .92 SANTA BARBARA CONDOMINIUMS BUILDING ELEVATIONS °, 1 -0 �;-0 D A � l BAN i ", I A L M DESERT , CA BLDG ., A — COLOR SCHEME 1 SCALE „4� = ,�_o , ASSOCIATE S a r c h i f e c t s p l a n n e r s www KEYNOTES NOTE: SEE COLOR MATERIAL PAINTED STUCCO : QUIVER TAN � MANUF. STONE VENEER � METAL RAILING � METAL GARAGE DOOR WITH/WITHOUT GLAZING SHEET FOR MORE INFORMATION PAINTED STUCCO : SOFTER TAN CONCRETE TILE ROOF (D LOUVERS PAINTED STUCCO : LANYARD WINDOWS WITH LOW E GLAZING 3" RECESS AT WINDOW 0 _0 -6) -0 -a) _0 -0 T.O. P T.O.P (y) iL 2nd F.F.r i F. F. st F.F. FRONT ELEVATION - 1 /411 1 1-0 11 0 G G G G T.O.P —_�_ = T.O. P El iy) in LJ J 2nd F.F. 0 � O� F.F. � � sf F.F. REAR ELEVATION - 1 /411 = 1 1-0 11 21 062 2021 _07_28 A - 63- SANTA BARBARA CONDOMINIUMS BUILDING ELEVATIONS °, 11-0. 2.-0.. D A I�� ' � l BAN ALM DESERT , ca BLDG . A - COLOR SCHEME 2 SCALE I/4"= 1'-0" I ASSOCIATE S a r c h i f e c t s p l a n n e r s www KEYNOTES NOTE: SEE COLOR MATERIAL PAINTED STUCCO : QUIVER TAN � MANUF. STONE VENEER � METAL RAILING � METAL GARAGE DOOR WITH/WITHOUT GLAZING SHEET FOR MORE INFORMATION PAINTED STUCCO : SOFTER TAN CONCRETE TILE ROOF (D LOUVERS PAINTED STUCCO : LANYARD WINDOWS WITH LOW E GLAZING 3" RECESS AT WINDOW —0 _0 _0 —a) F-G -6) G T.O .P T.O .P Lo �o 1.10 0 o N 2nd F.F. O LL-1 O� F.F. I 11H 5t F.F. LEFT ELEVATION - 1 /411 1 1-0 11 T.O.P T.O. P du �o Ln N � O 2nd F.F. L L 01-1 0 F.F. 5f F.F. RIGHT ELEVATION - 1 /411 = 1 1-0 11 21 062 2021 _07_28 A - 64- SANTA BARBARA CONDOMINIUMS BUILDING ELEVATIONS °, 1 -0 �;-0 D A � l BAN i ", I A L M DESERT , CA BLDG . A — COLOR SCHEME 2 SCALE „4� = ,�_o , ASSOCIATE S a r c h i f e c t s p l a n n e r s www FLOOR PLAN KEYNOTES 55'-1" 1❑ AC UNIT W/SCREENING 6'-52" 42'-2" 6'-5-2" 2❑ TRASH AND RECYCLE BIN B 3❑ TANKLESS WATER HEATER A-8.0 4� GAS METER STORAGE 0 N 2 2 SIN O COO CV CV �0 2-CAR 2-CAR T GARAGE GARAGE T 20'-1"x21'-5" 20'-1"x21'-5" 3'-0" 3'-0" 0 0 M M 3 3 LZ — — � — — -�Nll BR-2 ;�'x`�; ;�'X`�; BR-2 11'-0"x11'-1" 11'-0"x11'-1" A BA-2 BA-2 A o N A8.0 A8.0 N o N N co CM IFF -- KIT ji WIC WIC KIT li it li [�D it MBA MBA 0 0. MBR MBR 10'-10"x12'-6" 0 0 10'-10"x12'-6" Ann LIVING LIVING 0 0 L L it li SIN SIN N B o o CV 5'-32" 6-11Z' 9'4" 1T 10" 9'4" 6'-111' 5'-32" 61'-0" 07-28 A -2021 21062 _ SANTA BARBARA CONDOMINIUMS FIRST FLOOR PLAN To I- 2' 0„ iwlm Mmpmmmm D A IIIIIIIIIIIIs I IAN PALM DESERT CA BLDG . B SCALE 1/4"= -O" ASSOCIATE S a r c h i t e c t s p l a n n e r s www . danieIian . com 949 . 474 . 6030 ROOF PLAN KEYNOTES B ROOF ACCESS HATCH A-8.0 FROOF DRAIN P1/4":V-0"SLOPED ROOF I I I I 60 6 O MU) Mc I I I I '-0"14 14'-0" A A A-8.0 A-8.0 3 13'-6" 13'-6" 2 2 QO O O 12'-6" 12'-6" 3.5: 12 SLOPE 3.5: 12 SLOPE I U) C0rn CA) N3Ai ) OCr - -71 _ 1_011 T14 - � � - B A-8.0 21062 2021 07-28 A - 7 2- SANTA BARBARA CONDOMINIUMS ROOF PLAN 2_0 mm - Wim wl�� DANIELIAN PALM DESERT , CA BLDG , B SCALE 1/4"= ASSOCIATE S a r c h i t e c t s ❑ p l a n n e r s www . danieIian . com 949 . 474 . 6030 T.O . P T.0 . P C PL 0 0 o1-1 F. F. F. F. SECTION A 1 /4" = 1 '-0" T.O . P T.O . P o � PL 0 CD 2-CARC>l - GARAGE - F. F. F. F. SECTION B 1 /4" = 1 '-0" 07-28 A 2021 - 8 . 0- 21062 _ SANTA BARBARA CONDOMINIUMS BUILDING SECTIONS - 2- �s I IAN PALM DESERT CA BLDG , B SCALE 1/4"=' ASSOCIATE S a r c h i t e c t s p l a n n e r s www . danieIian . com 949 . 474 . 6030 KEYNOTES NOTE: SEE COLOR MATERIAL PAINTED STUCCO : URBAN JUNGLE � MANUF. STONE VENEER � METAL RAILING � METAL GARAGE DOOR WITH/WITHOUT GLAZING SHEET FOR MORE INFORMATION PAINTED STUCCO : SANDBAR CONCRETE TILE ROOF (D LOUVERS PAINTED STUCCO : COCOON WINDOWS WITH LOW E GLAZING 3" RECESS AT WINDOW 6) 0 a) 0 T.O.P T.O.P 0 0 o �L]Ll o� F.F. F.F FRONT ELEVATION G G is T.O.P T.O.P tf ; , o 0 0 0 0 r o 0 011 F. F. � F. F. REAR ELEVATION 21062 2021 _07-28 A - 9 I- SANTA BARBARA CONDOMINIUMS BUILDING ELEVATIONS 0, 1 -0 �,-0 D A �� rl BAN Wim'A L M DESERT , CA BLDG . B — COLOR SCHEME 1 SCALE „4� = ,�_o11 , ASSOCIATE S a r c h i f e c t s p l a n n e r s www KEYNOTES NOTE: SEE COLOR MATERIAL PAINTED STUCCO : URBAN JUNGLE � MANUF. STONE VENEER � METAL RAILING � METAL GARAGE DOOR WITH/WITHOUT GLAZING SHEET FOR MORE INFORMATION PAINTED STUCCO : SANDBAR CONCRETE TILE ROOF (D LOUVERS PAINTED STUCCO : COCOON WINDOWS WITH LOW E GLAZING 3" RECESS AT WINDOW F(D G 0 1 0 1 0 1 G T.O. P NO ifto LJL 01-1 0 r o F.F. F.F. LEFT ELEVATION G 0 6) 0 G G -6) T.O. P T.O. P AF FLA lip, (D 0 F.F. F. F. RIGHT ELEVATION 21 062 2021 _07_28 A - 92- SANTA BARBARA CONDOMINIUMS B U I L D I N G ELEVATIONS 0, 1 -0 �,-0 D A � l BAN A L M DESERT , CA BLDG . B — COLOR SCHEME 1 SCALE „Wlm' 4� = ,�_o11 , ASSOCIATE S a r c h i f e c t s p l a n n e r s www KEYNOTES NOTE: SEE COLOR MATERIAL PAINTED STUCCO : QUIVER TAN � MANUF. STONE VENEER � METAL RAILING � METAL GARAGE DOOR WITH/WITHOUT GLAZING SHEET FOR MORE INFORMATION PAINTED STUCCO : SOFTER TAN CONCRETE TILE ROOF (D LOUVERS PAINTED STUCCO : LANYARD WINDOWS WITH LOW E GLAZING 3" RECESS AT WINDOW (D is a) G G T.O.P T.O.P e oF7 Lij 011, o . o F.F. F.F FRONT ELEVATION G G T.O.P T.O.P o O 0 0 a o F. F. � F. F. REAR ELEVATION 21 062 2021 _07_28 A - 93- SANTA BARBARA CONDOMINIUMS BUILDING ELEVATIONS 0, 1 -0 2-0 D A � I BAN i WE" wim'A L M DESERT , CA BLDG ., B — COLOR SCHEME 2 SCALE 1/4"= V_o , ASSOCIATE S a r c h i f e c t s p l a n n e r s www KEYNOTES NOTE: SEE COLOR MATERIAL PAINTED STUCCO : QUIVER TAN � MANUF. STONE VENEER � METAL RAILING � METAL GARAGE DOOR WITH/WITHOUT GLAZING SHEET FOR MORE INFORMATION PAINTED STUCCO : SOFTER TAN CONCRETE TILE ROOF LOUVERS PAINTED STUCCO : LANYARD WINDOWS WITH LOW E GLAZING 3" RECESS AT WINDOW G 0 0 T.O. P T.O. P No M r o 01-1 F.F. F.F. LEFT ELEVATION G -0 -0 0 -0 -0 -6) T.O. P T.O. P 0 Lo L-L C>l F.F. F. F. RIGHT ELEVATION 21 062 2021 _07_28 A - 94 ANTA BARBARA CONDOMINIUMS BUILDING ELEVATIONS �� -0 ,�� D A �� r l BAN PALM DESERT , CA BLDG ., B — COLOR SCHEME 2 SCALE 1/4"= ,1_o11 , ASSOCIATE S a r c h i f e c t s p l a n n e r s www 7 FRONT PERSPECTIVE - BLDG . A- 1 ------------------------- .. .................... - -r, ILU Al ------------- -------------- REAR PERSPECTIVE - BLDG . A- ] 21062 2021 07-2&A - 1 0 . 1- SANTA BARBARA CONDOMINIUMS 3D VIEWS I I c: l IAN PALM DESERT , CA BUILDING A ( COLOR SCHEME 1 ) AssocIATEs -it I l ~ FRONT PERSPECTIVE - BLDG . A-2 all IL -L REAR PERSPECTIVE - BLDG . A-2 21062 2021 07-2A - 1 0 . 2- SANTA BARBARA CONDOMINIUMS 3D VIEWS I I c: l IAN PALM DESERT , CA BUILDING A ( COLOR SCHEME 2 ) AssocIATEs LLI -1 11 - - - - -� FRONT PERSPECTIVE - BLDG ., B-1 -------------------- 7!!W-------------------------T-------------------------T REAR PERSPECTIVE - BLDG . B- 1 21062 2021 o , 2A - 10 . 3 SANTA BARBARA CONDOMINIUMS 3D VIEWS D A lS I I c: I IAN PALM DESERT , CA BUILDING B ( COLOR SCHEME 1 ) AssocIATEs Ll LL- ~ FRONT PERSPECTIVE - BLDG . B-2 -------------------- —------------------------------------------------ -————--------- REAR PERSPECTIVE - BLDG . B-2 21062 2021 o ,-2A - 1 0 . 4 SANTA BARBARA CONDOMINIUMS 3D VIEWS DA N I I c: I IAN PALM DESERT , CA BUILDING B ( COLOR SCHEME 2 ) AssocIATEs / 7 PERSPECTIVE 1 PERSPECTIVE 2 34'-1" 12'-10" 5'-0" 16'-3" � — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - El j j j ❑ ❑ I I I 22'-3" I I zo I I I I I I I I I I I I I POOL EQUIPMENT & i ❑ ❑ LANDSCAPE CONTOL ROOIW - - - - - - - - - - - - - - - - - - - - - - - - - I I I I M WOMEN'S I � CHANGING ROOM 7'-6"x10'-6" I I I I I I I I I I I I I I MEN'S I � CHANGING ROOM 7'-6"x 10'-6" I I IL - - - 12'-10" FLOOR PLAN ROOF PLAN 1 / 4 If 1 1 - 0 11 1 / 4 11 1 1 - 011 21062 2021 07-2 A - I 1 90 ANTA BARBARA CONDOMINIUMS CLUBHOUSE FLOOR PLANiwlm 2' 0„ i ipmmmm D A [�s I IAN P A L M DESERT , CA & ROOF PLAN SCALE 1/4"_ -0" ASSOCIATE S a r c h i t e c t s p l a n n e r s www . danieIian . com 949 . 474 . 6030 KEYNOTES NOTE: SEE COLOR MATERIAL PAINTED STUCCO : QUIVER TAN � MANUF. STONE VENEER � METAL RAILING � METAL GARAGE DOOR WITH/WITHOUT GLAZING SHEET FOR MORE INFORMATION PAINTED STUCCO : SOFTER TAN CONCRETE TILE ROOF (D LOUVERS PAINTED STUCCO : LANYARD WINDOWS WITH LOW E GLAZING 3" RECESS AT WINDOW T.O. STRUCTURE T.O . STRUCTURE 00 (DO F. F. F. F. FRONT ELEVATION REAR ELEVATION - 1 /411 = 1 1-0 11 1 /411 = 1 1-0 11 T.O . STRUCTURE —0 0 T.O. ROOF co � POOL EQUIP. ROOM F. F. F.F. LEFT ELEVATION SECTION A - 1 /411 = 1 1-0 11 1 /411 = 1 1-0 11 T.O. STRUCTURE � � � T.O. STRUCTURE PL 00 MEWS WOMEN'S POOL EQUIP. CHANGING CHANGING � ROOM ROOM ROOM F. F. F.F. RIGHT ELEVATION SECTION B - 1 /411 = 1 1-0 11 1 /411 = 1 1-0 11 21062 2021 _07-2A - 12 00 S11,ANTA BARBARA CONDOMINIUMS CLUBHOUSE ELEVATIONS 0, 1 -0 � 2-0 DA � 1 --w rl BAN PALM DESERT , CA & SECTIONS SCALE „4"- 11-011 I ASSOCIATE S a r c h i f e c t s p l a n n e r s www 41110 rl� pIrE VIT Irm p (ou goose 0 LOCATION GERALD FORD I DR z J 07H(D 0jr (0 � nn } c a `ram" ED) 70M0 DR)TV K ED) 0 E ED) i0 a o N a N (00m(o 0 0 c� FRANK 1 SINATRA DR A PORTION OF THE NE 1/4, NE 1/4 SEC. 32. T.4S, R.6E. S.B.M. VICINITY MAP PROJECT LOCATION NOT TO SCALE SOUTHWEST CORNER OF GERALD FORD DRIVE AND SHEPHERD LANE PALM DESERT, CA I SITE OWNER - DESERT LUXURY APPARMENTS LLC - 2755 S. NELLIS BLVD, SUITE #10 LAS VEGAS, NV 89121 (702)641-2400 S S S S S S @ S S CONTACT: MR. BILL ROSS CIVIL ENGINEER GERALD FORD DRIVE 2 -8 PEARL CITY ENGINEERING, INC TO 4'-0" 1411 RIMPAU AVE, STE 109 CORONA, CA 92579 b FF PER PLAN PHONE: (949) 427-9560 - 1" LIP CONTACT: MR. YANG HU, PE - — GFF PER ARCHITECTS - - - - - - - - - - - - - - - - - - - - - - 4" STEP PLAN 1% MIN CIRCA DOMINI INTERNATIONAL, LLC \ 15% MAX 16520 BAKE PKWY, STE 100 I F IRVINE, CA 92618 PCC PHONE: (949) 336-6636 WEDGE CONTACT: DAVID KANG EIEIET] ❑❑❑❑ i I CURB LANDSCAPE - - HELIOS LANDSCAPE SD SD SD D I I 11168 FAIRMONT STREET - - - - - - - - - - - - - - - - - - - - - ADELANTO, CA 92301 1 I Lu (303) 746-3560 I I Z j CONTACT. MS. KRISTEN WHITEHEAD u, I I Q APN 694-310-007 1 SOILS p LA-1p 0 I DETAIL A -GRADES ADJACENT TO GARAGE XXX `� ❑❑❑❑ I LLJ I APN 694-300-004 SCALE. NT.S. I =I Is a e I� le sI LI I = jFFI I it I 1 2LI APN I 694-300-003 S SD S I FF PER PLAN UTILITY PURVEYORS I 8" CABLE TV/INTERNET I M/ N SPECTRUM STREET 1 694-212-008\ \ 694-212-007 1 694-212-006 1 694-212-005 1 694-212-004 1 694-212-003 1 694-212-002 1 694-212-00141-75 P.O. BOX 368 j 1 1 1 1 I PALM DESERT, CA 9221 (888) 2253 1 I \ \ \ \ \ \ \ WASTE DISPOSAL \ BURRTEC WASTE & RECYCLING \ SERVICES PALM7DESERT, CA 92260 /\/\/\ ECLECTIC \ (760) 340-2113 GAS SOUTHERN CALIFORNIA GAS COMPANY , SHEPHERD LANE WEST SHEPHERD LANE EAST 45-123 TOWN STREET - - - - -j INDIO, CA 92201 I I (800) 427-2200 DETAIL B - GRADE ADJACENT TO BUILDING SCALE: N T.S. TELEPHONE/INTERNET FRONTIER COMMUNICATIONS 73-766 PALM DESERT DR IN 1 I PALM DESERT, CA 92260 (877) 775-6373 SEWER & WATER SERVICE KEY MAP COACHELLA VALLEY WATER DISTRICT EARTHWORK ESTIMATE HOVLEY LANE AND WATER WAY SCALE . 1 II=50' PALM DESERT, CA 92260 RAW CUT: 16,730 CY (760) 398-2651 RAW FILL: 11,890 CY RAW NET: 4,840 CY (CUT) jZF( BENCHMARK: P.D. #101 ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY: Q REVISIONS . � OF P� E D ELEVATION: 229.35 FT DATUM: NGVD29 MARK BY DATE APPR. DATE PEARL CITY ENGINEERING DEPARTMENT OF PUBLIC WORKSHT SHEET LOCATION: TOP CURB CURB C� S. END S.W. CURB RETURN GERALD 1 APPROVED BY: �UhM FORD DRIVE & PORTOLA AVENUE. STA. 9+18.02 PORTOLA AVE. ' 1411 RIMPAU AVE, STE 109 NARY GRADING PLAN PER C.P.D. STREET IMPROVEMENT PLAN, DWG NO 1192-8 OF DIAL TWO WORKING PEARL CITY CORONA, CA 92879 TENTATNE TRACT MAP NO. 3 BEFORE DAYS BEFORE ilenningDylmE9n�tien BulEngDyE:O•rlence , .E. DATE(949) 427-9560 TOM GARCIA P SHEETS YOU DIG YOU DIG BASIS OF BEARINGS: THE CENTERLINE OF SHEPHERD LANE BEING `_ SAWA BARBARA APART � ��M� PREPARED UNDER THE DIRECT SUPERVISION OF: DIRECTOR OF PUBLIC WORKS CITY FILE NUMBER TOLL FREE 1-800-227-2600 N00°03'28"W PER MB 319/61-63 R.C.E.48279, EXP. 6/30/2022 IN SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, S.B.M. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I I REVIEWED AND RECOMMENDED BY: DATE S ` S \ s � s \ S \ � s � �\ S \ \ s \ \ s � � S � \ s \ s ' _ Ss \ ` s / � , ,/ 244.25 TQ 242.52 TC 262.13 TC / o/ 259.81 TC ,�/ 55.88 TC ,; o '� `� 244.7 �' 242.05 FL / 2.68)FS �`��" ;�`� � �,(259.30)FS �; �, � � 255.41)FS � � �� N ;�% /`� ;�°` /� ( � °` � � ( ) / 262MTW 259.32 TC / / 255.30 T 25 . / / / 244A2 TC / / / / I 262.59 TC / 261.92FS / / / 254.7 )F / INV / ( / - �248 4 / A24.19)FL / / 242.05 TC /W � W � (261.95)F / W - , � / 258.67 F WW 250.37)FL 252.ORIM / 64 TC W � W (� 250.54TCIf c ,. . . . . : y 262.EEL ;.; ;.;. ; ; ;. ;. . • - \ . . . . . . . . FG 262§TW OTG �� 240.13 �s 258.65FS' 1258.7 FF BLDG 6 \ 7.24FF B 5 S RET, H=3.6 258.68 FF 2 F 2 6.S�0.005 252 6 H E \ I 258 72 6 . \ 2 .20 S 257.49FF- „� S- .005 1 240.55 T S=0.01 1 258.22PAD 1 =0.01 �2�6.99PAD 12 HDPE �11 [253.25FF] [252.00FF] H BASI I I (239.95)F S- .005 ii53 � 50PAD 2 TOP 252.75PAD 1 I ` I ;�; ;� ; r ` ` ■ 254 /�� 12" HDPE 50B0 I I 25 . GFF 258. 9GFF 26 25 .16GFf ` 257.16 S=0.005 I 25 .31FS 25 31FS ; 08FS S 01 2 '57.0 FS L-17LF I - - 2.0% - 6.61 T 54.47TC ` 2�.g9 I 7 ' I ` 0.6% 59.24TW % 247.10TC � 258.4 �� .97FL � � \ � \ \� � � FL 0. o � I 41F `/ 56.77FL , 257.27FS 256.74FL / / 2 12T \ 2 3 \ 249.96 \ I 38' 38' 7 258. L , S 257 �S I 26 .5 I 259.22TC RET• H=0.9' /RET- H=2, H=1.7' 6 54.3 I FL FL `. FL �� 1 26' 26' 12' FGI 58.7 - - - - - - - - - - ` - - - ` - - - - - - - - - - - - - - llUU 265.25TW� g 259.25FS I .�S9 `2 � �:-' � �. �o. �h� \ \ \ � \\ RET. H=4' S=O. 1 S=0.01 2� .82FF \\ 50.63 I l 242.84 TC I �60.14FS Q ;� TYP.) 1 BLDG 3 258. FS \ \ \ \ F I I (242.20)FL lI� ` ,260.18FF \ \ \ 258.8 F \ `RAMP 5 [257.00FF] \ [256.25FF] 268.9 I ` 259 fi\8PAD ` ` �;- ` 258.32P k \ W�HAN R�I�S �a \ 256.50PAD - \ I _ 255.75PAD `� _ `� 1 �Q I I , \F242.94 o i Q ; . . 258.49GFF \ 258.4 F* � Q I 259.85G F 2 9.85 FF\ 259.38FL, 258.41FS \ \ 59.77E 259 7 FS ;: : : 258. FS \ - . 11 257.E \ 6 257. j 257.76TC / 25130TC � 0.44T 259.62 2.0% ` 5.65 ` \ 53.55\ � � 45 � � a O 267.25TW I / 59.5�� 258.96F, 25 . 4FL �? 257.54FL 57.34FC \\ ` FL \ \\ � \ FL \\ \\ 1• \ \ I I �QQ\ Q 260.56FS I � 260.O6TC 6 261. TC j 259.18 RET. H=6.7' I 5% 259.56E ` 260.55FS- 258.75FS j % \ \ \ \ \ I Q clo 00 91 S=0.0 I 0.88GFF \ ;' X. . 259 1 �. �1 9.2 FF a °a I 260.80FS U260 16FS �. 259. 2FS '� 25�. FS 259. I i Q -e; :±�- � .16FS � �•� �- I \\ 269.7 I I \ ° 0o I \ .'. •. � � 6.75FF] � [25 .25 FG / 256.25PAD \\ 25 .75PAD I III I I I °' / BLD 2B BLDF8FF I BL 1 B \' .± \ BLD / 261. 1 FF 260. 25 . FFI \ 25961FF � -� - - •�� - \\ \ \ I I 246.4 268.00TW I // 260.71PAD 260.08PAD I 259.44P�D ` �c,59,11PAD �6� .± ��` `.±.`.±� \ \ ` \ \ \ I I (245.83) L 260.74FS I 261 iFF 260 8FF I \ I 261 7FS 260 OFS I 259 OFS �� ! '� 1`59.'61 FF I \ \\ ` \ I I 246.47 RET- H=7.3' / 6 259. 3FS .'\`. \ \ \ I 270.1 1.,1 `.`.r,. - . . . . `. . .a. .'� �`.�q p� `�` .`.`.`.`'�` .. \ \ \ \ \, 256\ 2S ` \ �,�\ BASIN FG I '. .` _._. .. _`1�. '.. 25&�5 ... . . . . ... 2 6 \ \ ` 257' S \ �'N I I / 268.50TW 264.07FG y- a-W/`-y .260 ' y `2�59�2 o `,. .3. �a `aIVV` 4 .758 25�4. W.'.W.a `.'.' . \` +,` + \ \ \ 259 25g� \ \\ `� \ 256.50TOP ECaf .�'. . . `r`. .`. . `F } . . . ._'y' .�� `�` `�` . . . . 26 245.560T I ` , 260.5FG �N3f S 1 `"� 2 94FG' '�` y \ 261 \ 0 \ 252� "I, 0 RET. H-8' 64 262�� \ \ \ - - \ \ - - �� I �S - 270.3 270.25TW 262.62FG 265.5FG 263.3 FG 264.21FG 1 S=0.01 (269.6)FG (266.9)FG FG I 248.5 TC II RET. H=6' \ A RET- H=6' RET, H,=1.4 1 - (247.50) L I � o � �� 0 � LOU 54 L07 T 3 LOU12 ' LOUIT LOU1 L007 0 II o 0 o 1 O O �O� 00 I (273.50)FF (271.50)FF (270.60)FF I (268.90)FF I (267.00)FF I (264.90)FF I (260.70)FF I (257.20)FF I I \ (270.10)PAD (268.50)PAD (266.50)PAD / (273.00)PAD (271.00)PAD (264.40)PAD (260.20)PAD (256.70)PAD 1 \ I I 1 \ \ I I �Lr�Sa°- 07 HO. 30010 7 I I I I I I I I LEGEND N ON-SITE ASPHALT PAVEMENT Ol 4" PVC STORM DRAIN O2 8" PVC STORM DRAIN SCALE 1"= 30' O3 12" HDPE STORM DRAIN LANDSCAPE 0 15' 30' 60' 90' GRAPHIC SCALE OFF-SITE OVERLAY OFF-SITE ASPHALT PAVEMENT BENCHMARK: P.D. #101 ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY: DT ELEVATION: 229.35 FT DATUM: NGVD29 MARK BY DATE REVISIONS APPR. DATE PEARL CITY ENGINEERING DEPARTMENT OF PUBLIC WORKS ' �` OF �ALM � 2 D �J LOCATION: TOP CURB CURB Q S. END S.W. CURB RETURN GERALD 1 APPROVED BY: �� -� �r FORD DRIVE & PORTOLA AVENUE. STA. 9+18.02 PORTOLA AVE. 1411 RIMPAU AVE, STE 109 PREUMINARY GRADING PLAN PER C.P.D. STREET IMPROVEMENT PLAN, DWG NO 1192-8 OF DIAL TWO WORKING PEARL CITY CORONA, CA 92879 TEWATNE TRACT MAP NO, 3� p BEFORE DAYS BEFORE --exaixEenwc- v 3 YOU DIG YOU DIG ylanningbylma9i-t,en.6e11°IngbyE,pe,le... (949) 427-9560 TOM GARCIA, P.E. DATE P4. SANTA SAMARA AP CONDOMNVUMUM BASIS OF BEARINGS: THE CENTERLINE OF SHEPHERD LANE BEING N00°03'28"W PER MB 319/61-63 6/30/2022 PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E.48279, EXP.DIRECTOR OF PUBLIC WORKS CITY FILE NUMBER FREE 1-800-227-2600 IN SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, S.B.M. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVIEWED AND RECOMMENDED BY: DATE 334.29' R 44.50' 44.50' 5.83' 5' 44' GERALD FORD DR. 2.17 RAW DRIVEWAY r 55' 8.3' 5 5.83' 45.84' 24.50' 5' 5.83 25' Y o J I 43' } PROPOSED CONDO DRIVE AISLE EXIST STREET I Y cl:� o EXIST SURFACE AC PAVEMENT PROPOSED RETAINING EXIST SURFACE / ,� WALL 6 MAX PROPOSED PCC / WALKWAY PROPOSED / / voff PROPOSED 260 MEANDERING / 260.24GFF 260.58FF Sy % RETAINING WALK .18FF _ . . . .-.•.-.•.-.•. \\\P\� � �\ \;, WALL 6 MAX 258.72FF •'< `.%;,.,%,�,�\�,�\�,�\�,d ,t PROPOSED—/ WEDGE PROPOSED CURB CURB PROPOSED PCC WALKWAY 28' 313.28' OFFSITE GRADING PHASE 1 1.5' TO OBTAIN LANDSCAPE 31' PERMISSION TO GRADE DRIVE AISLE R 29.3' 5' 5' 5.83' 95.27' 5.83' 28.92' 5.83' 95.27' 5.83' 4' 8' DRIVE AISLE COMMON AREA a PROP R � U � U � Y N � � a J iJ EXIST SURFACE CD _ I RETAINING WALL y` 'MAX 8 RETAINING 260.18FF ,\\ 258.82FF --- PROPOSED AC PROPOSED PCC 13 PAVEMENT WALKWAY PROPOSED PCC PROPOSED CURB & GUTTER RAMP WALKWAY PROPOSED CURB & GUTTER HASE 2J CURB & GUTTER j� BENCHMARK: P.D. #101 ENGINEER D CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY: C" OF ��REVISIONS r . VI I 1 �ELEVATION: 229.35 FT DATUM: NGVD29 MARK BY DATE APPR, DATE PEARL CITY ENGINEERING DEPARTMENT OF PUBLIC WORKS �� -�nT � � 3 LOCATION:FORD DRIVEO& PORTBOLA ABVENNUE. END A.S9+18 02 PORTO A AVEALD 1 APPROVED BY: 1411 RIMPAU AVE, STE 109 PER C.P.D. STREET IMPROVEMENT PLAN, DWG NO 1192-8 OF DIAL TWO WORKING PEARL CITY CORONA, CA 92879 TENTATIVE TAAC:T MAP NO, 3®033 3 BEFORE DAYS BEFORE "'"`°'"""''.'""` - (949) 427-9560 TOM GARCIA, P.E. DATE SANTA M" 8 aia��.g by ims��„�o�.e.,ie,�y by e.oe,�:ore YOU DIG YOU DIG BASIS OF BEARINGS: THE CENTERLINE OF SHEPHERD LANE BEING DIRECTOR OF PUBLIC WORKS N00°03'28"W PER MB 319/61-63 PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E.48279, EXP. CITY FILE NUMBER TOLL FREE 1-800-227-2600 6/30/2022 IN SECTION 32, TOWNSHIP 4 SOUTH, RANGE 6 EAST, S.B.M. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT I REVIEWED AND RECOMMENDED BY: DATE " FOR CONDOMINIUM PURPOSES" IN THE CITY OF PALM DESERT, � - COUNTY OF RIVERSIDE STATE OF CALIFORNIA EXISTING ZONING PR-5 (PLANNED RESIDENTIAL 5) F�,y PROPOSED ZONING 7 TENTATIVE TRACT MAP NO. 38033 PR-20 (PLANNED RESIDENTIAL - 20) Li LOCATION o LOCATED IN THE NORTH ONE HALF OF THE NORTHWEST ONE QUARTER OF THE NORTHEAST OWNER GERALD FORD DR ONE QUARTER OF THE NORTHEAST ONE QUARTER OF SECTION 32, TOWNSHIP 4 SOUTH, HADLEY HOLDINGS, LLC J w RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN. 31902 AVENIDA EVITA DAN JUAN CAPISTRANO, CA 92675 w ,� a TEL. (714) 624-5771 z J CONTACT PERSON: SCOTT HADLEY D o a_ cn DEVELOPER o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — DESERT LUXURY APARTMENTS LLC � _ 00 2755 S. NELLIS BLVD., SUITE #10 FRANK SINATRA DR FX 1 LAS VEGAS, NV 89121 W `, W M TEL. (702) 641-2400 A PORTION OF THE NE 1/4, NE 1/4 SEC. 32, T.4S, R.6E, S.B.M. \ EX. 12" SEW r CONTACT PERSON: WILLIAM ROSS vs CIVIL ENGINEER VICINITY MAP \ \ V A \ \ \ \ \ FOUND 3/4• I.P. NOT TO SCALE SFNF. ESTABLISHE \ \ W/ TAG 'LS 414 • PEARL CITY ENGINEERING, INC. PER CR 07-0553 \ \ _ A _ PER CR 07-0557 1411 RIMPPAU AVE, SUITE 109 ^^IIQQ�� 4d,d� G E RALD-F O R D CORONA, CA 92879 N89^94'�YE5�90la94E I I GERALD FORD - 7k - o - - T - - - T -� 659.00' pV) - - - - - - - - - - - - - (949) 427-9560 CONTACT PERSON: DAVID HWAN LEGAL DESCRIPTION UTILITIES THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE WATER: COACHELLA VALLEY WATER DISTRICT(CVWD) / / / / can `� ° I CITY OF PALM DESERT, COUNTY OF RIVERSIDE, STATE OF PHONE: 760 398-2651 / / EX. 12 WATER ( ) W / /W W „��,,,,,,��„// ,�,,,,,�,��,,,,, „a W U CALI FORN IA, AND IS DESCRIBED AS FOLLOWS: _ - - _ - T SEWER: COACHELLA VALLEY WATER DISTRICT(CVWD) _ .. .,.•, . .'. ••. . . ,. = R TH NORTH ONE HALF 0 THE NORTHWEST ONE UARTER PHONE 6 98-2651 a,;• E • .,. `a :��e•.. •• :n.• .. d. a '�'. ' • N R 2 OF THE NORTHEAST ONE QUARTER OF THE NORTHEAST ON (7 0) 3 . . A CALIFORNIA SOUTHERN EDISON COMPANY . . . . . . . . . . . . RANGE 6 . _. . . . . . . . . . . . . . . . EAS , SAN BERNARDINO BASE AND MERIDIAN. PHONE ( 5 ) 49-8443 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . 9 1 2 2 -2 - - ��• EXCEPTING AND RESERVING ALSO, TO THE UNITED STATES GAS: SOUTHERN CALIFORNIA GAS COMPANY . P OP. JOINT OF AMERICA ALL OIL, GAS AND OTHER MINERAL DEPOSITS, TRENCH FOR IN THE LAND, TOGETHER WITH THE RIGHT TO PROSPECT PHONE: (909) 335-7677 (GAS, TELE/CABLE I I FOR MINE, AND REMOVE THE SAME ACCORDING TO THE ' � TELEPHONE/ I 10 3 .0'� AND ELEC.) 0.0 I I I I PROVISIONS OF SAID ACT OF JUNE 1, 1938 RECORDED I I CABLE: TIME WARNER I I I I APRIL 6, 1966 AS INSTRUMENT NO. 35697 OF OFFICIAL PHONE. ( 6 ) 40-1312 � I I I I II RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 7 0 3 PRO PROP. 8" I 396 I I ALSO EXCEPTING THEREFROM THAT PORTION GRANTED TO APPROXIMATE AREA: SEWER MAI I I I - j THE CITY OF PALM DESERT BY DEED RECORDED DECEMBER 3.96 ACRES OR 172,498 SF I 17, 2001 AS INSTRUMENT NO. 2001-625616 OF OFFICIAL W FW FWW o FW FW FW W I RECORDS. I SOURCE OF TOPOGRAPHY � � THE TOPOGRAPHY SHOWN HEREON OBTAINED BY JT JT JT J � T JT GUANCI DRIVE N ASSESSORS PARCEL NUMBER A FIELD SURVEY BY VALUED ENGINEERING DATED SD SD SS S SsS SS d . , a: 4: . �, .•d_ - 2s' 2s' - 12 694-300-003 10/21/2020. 38' 38' I •••- . . r, LOT 2 1 .96 AC W'LY R/W L� L�I ' I PROP. F.H. •: •.•.•.• cbb I 2 .8' - I R/W R/W L InLt, � r 30.o Lp '� PROP. Z N PR 0 ` - 2 38' 38' 53. ' 12' izc) - M 40.0 >_ HIGH DENSITY ESIDE TIAL I W L� P ED ONDOMI �'- �' 1 N "' I I PROJECT I 6' 26' 26' 12' M LL- HIGH .:� 1 Y; � 1 L �. o 1 I 7 PR EC PROP. 8" PR . ' MS � 10.0' o L- r I SITE I VARIES I Z u co I 2% 2% 2% I Lt, kfi `2 L- AT R MAIN L` w I i� , - ram- i O � Z a Ll o J < NEW SIDEWALK EX. CURB EX. CURB FW FW FW FW FW r I IAN I FW o FW W W b _ & GUTTER & GUTTER J JT J IT N JT JT N X. _ I SHEPHERD LANE iED cQ ss s s ss s 2 I w I N.r.s. Lv] = •'PR QP�- .H. `�'�' `� PROP.f.W g I I I -- -- I I P S'LY N'LY L� y'. (GAS, TELE/CAB ROP*.$ • OPO ED AND ELEC.). WAR; I . • LIE I I I I R/W 55' 59' R/W •o• .. I I uj 12' -ioW - - - - I I I I �, I I I I 1 =M I PROJECT 6' 43' 51' 8' '." I I I I I SITE I VARIES 91 91 I I I 2�- 2% 2� I I r r NEW SIDEWALK - - - - - - - - - - - - - - - - - - - - - - - J I I EX. SIDEWALK EX. CURB EX. RAISED & GUTTER MEDIAN EX. CURB 2 - - - - - - - II c4, I & GUTTER a • .•.. . A. FORD DRIVE a o .4 4' �,. . . . . . . . . . . . . . . . . . . . . . . .-�. . . . . . . . . . . . . . I I . s� a .� ` '' `�'�'``•'•`�' -'�=.� C I LEGEND SYMBOLOGY I , Ing �•� 3 .00' � PROPERTY LINE OR - - - - - - - - - a a N89'54'09"E �i24.13�' N89^54'09" 5 (659,19') � — �^IEEE� RIGHT OF WAY - R - - I LINE R S o I - STREET CENTERLINE - -GB — GRADE BREAK LOT �� IJr J J IJr 1J LOT r J I W o FLOWLINE ® GATE VALVE LU7 l� I r ��c ,, ,I APj\1, 6J%J212-000 APN, 6-9%J212- 002 APN, 6J%J2L-001 �E �� '1340� EXISTING CONTOUR LOT 1 r r��,l�� JT 1`3 r\P1�1, �J r�212JJJ r I a� �, FIRE HYDRANT r�r'1�1. �J f 2L JJ7 I LOT 1% I I I I I �Z 1340 PROPOSED CONTOUR ��Pk 6D-212JJJ1 \P1\1. 6J r 212 JJj r\�l,rJl�Jr r�rJlJrl�Jrl 11 / I �9 DAYLIGHT LINE r � r roc'/��-�� r' r\ r- rrr r - � AP1\1, 604-212-008 r r ,., � � I PCC SIDEWALK TRACT 1\10. 3JJ87 � O POST IND. VALVE AC PAVEMENT �N METER & BACKFLOW ila AC PAVEMENT F.D.C. BIO-RETENTION CATCH BASIN '.'.'.'.'.'.'.' BASIN LIMIT 1340.00 FS PROP. ELEV. SEWER MANHOLE (1340.00)FS EXIST. ELEV. ° BOLLARD SIGN 30' 15 ' o' 30' 60' XX DETAIL NUMBER CURB & BACK OF CURB GRAPHIC SCALE: 1 INCH = 30 FT TRUNCATED DOMES �j BENCHMARK: BM 101 ENGINEER CITY ENGINEERS SEAL CITY OF PALM DESERT PLAN CHECKED BY: DD /�/ice\ ELEVATION: 229.507 FT DATUM: NGVD29 MARK BY DATE REVISIONS APPR. DATE PEARL CITY ENGINEERING DEPARTMENT OF PUBLIC WORKS 7 CITY OF PALM DESERT SHEET Tn'T LOCATION: SOUTHWEST CORNER OF PORTOLA AVE. AND GERALD 1 � APPROVED BY. 'FOR CONDOMINIUM PURPOSES o FORD DR., NW CORNER OF CB, SOUTH OF SOUTHERLY PCR, FLUSH 1411 RIMPAU AVE, STE 109 OF DIAL TWO WORKING PEARL CITY CORONA, CA 92879 - TENTATIVE TRACT MAP NO. 38033 1 BEFORE DAYS BEFORE -� �� `� - (949) 427-9560 SHEETS Ei•rnng by!,nygn.apn.e„de„g by E•pe•we. TOM GARCIA, P.E. DATE YOU DIG YOU DIG SANTA BARBARA APARTMENT CONDOMINUMUM BASIS OF BEARINGS: THE CENTERLINE OF SHEPHERD LANE BEING PREPARED UNDER THE DIRECT SUPERVISION OF: DIRECTOR OF PUBLIC WORKS CITY FILE NUMBER TOLL FREE 1-800-227-2600 N00'03'28"W PER TRACT MAP NO. 30087 R.C.E.48279, EXP. 6/30/2022 LOCATED IN THE NORTH ONE HALF OF THE NORTHWEST ONE QUARTER OF THE NORTHEAST ONE QUARTER OF THE NORTHEAST ONE QUARTER OF SECTION 32, A PUBLIC SERVICE BY DATE: _ TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO BASE AND MERIDIAN. UNDERGROUND SERVICE ALERT REVIEWED AND RECOMMENDED BY: DATE KNOW WHAT'S BELOW CALL 1 -800-227-2000 BEFORE YOU DIG Z 0 to LU 0 LU Z 1 � U N 0 Prevailing wind. Remove nursery stake. If J central leader needs to be - - Rubber tree ties. straightened or held erect, It Is \' acceptable to attach a%2" x 8' Lodge pole stakes bamboo pole to the central leader and trunk. U 32" long non-abrasive rubber ties. WATER WELL: SET ROOTBALL CROWN 4' HIGH AT SHRUB, 1 " HIGHER NO WATER WELL THAN SURROUNDING AT LAWN AREA. FINISHED GRADE. SLOPE FINISHED GRADE Three (3") two inch lodge pole AT BACKFILL AWAY FROM PLAN VIEW stakes. Install approximately 2" ROOTBALL. away from the edge of the root ball. Stake location shallAT WATER not MULCH R WELL. 2" DEPTH Interfere with permanent branches. FINISHED GRADE. III —III z o III III 1 III III I- " 0 o _j JIII—III IIIIIIII i ' + J Q CD III ROOTBALL III a CD Ln J 0 _n Q `n PLANT TABLETS AS NOTED 0 Q Q OR SPEICIFIED. • � Q BACKFILL MIX, SEE NOTES " AND SPECIFICATIONS. NATIVE SOIL MIX 0 2 X ROOTBALL FIRMLY COMPACTED. Jj= = 7' 12" AT 1 GALLON 22" AT 5 GALLON 32" AT 15 GALLON O —4111 SECTION VIEW 70 TREE STAKING - LODGE POLES (3) URBAN TREE FOUNDATION© 2014 SHRUB PLANTING 1 OPEN SOURCE FREE TO USE C: I I = � I I I I = I I 1/2 I -O PX-PL-FX-TREE-2G I I I-O PX-PL-FX-5hRB-07 o D_ N C/) N Q U 0 (1) 4" thick layer of mulch. 0 y : Finished cjrade with weed barrier fabric pinned. 3. 3. ............ .......... .. . ..:.�.�: .. ..::::::::::::::..........:::::: ......." :........... ........... ............. Modified soil. Depth varies. See SET ROOTBALL CROWN p L s eclflcatlons for loll modification). KEEP MULCH FREE FROM ,> p A 6" RADIUS AT THE 1 HIGHER THAN SURROUNDING PLANT TRUNK. FINISHED GRADE. Existing soli. U 4" HIGH WATER WELL. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO 2" DEPTH SECTION VIEW h'• •,h'• •,h AT WATER WELL. s:'C�'•-s:'C�.•st'i�.:st•C�.:st•C�.:St!}. _ FINISHED GRADE. :..•..:t�': •'�'-�••_�'-�••=�'�3:�.• ':z�--',i�--„t�--�. _ III—IIII � IIII— III III I� See landscape plan for spacing III—III—III- IIIIIIIII—III ,h:.l�h:.l�.h:.l�.h• :•!«•h:.!«•h:.'«•h:.l..h:.l. N z a. ,�-s'.•CM.:s'.•CM.:sS ..:s:C�.s'�•Cs:C�. •y,'-s•..CM. + J II —III 111I ..�}•'..).,h:.l.,h:.l.,h:.l.h:.l.,}::.1.}::.).' . !.h:.l. J ROOTBALL Mulch. �..,,,tY, •..j, j,.t '`'' •,j''`�'`j':`� J — .:h:.!".h:.l.Z. Q _ tis.,:.:i:l�.:j•..0 :.i.iS•C�.•1'.•CM.•i': •C�,'•15•C�.•1'.•CM.•� O Q `,j,..�M j•'ti •,•.�`,1:<<�j,•T`i.3,Yi,s,---- BACKFILL WITH NATIVE SOIL } " •.h" M h" M,h" M,h" M Y �•,h" M,h Y'�•,h 00 WITHOUT ANY SOIL Pavement. z�'3•.t�.:�•.zM.:�•.zM.:�•.zM..j•.tY. ,'t�-�:t�-3•.zM' S;i�-s•.zM: �� "•��:;::��:;::��:;::��:;::�� :: "•��" ``��;::�� "•��:;:;•`: AMENDMENT. .: ;`�,3 .,3•.C`•,3•.C`:S.•C •,3•.C`•,j. ` .s..ti`'••s•. y'•,s•.c`._i ..s•..�`._s•..�`.•: NATIVE SOIL MIX lM:h:.!~.h:.•.« Y.ly}Y.1~.}�.)Y.h:.!~.h:.l.:h:.l.:h:.'.:h:.!~.h:.!~.h:.!~.h:.!~.h:.!~.}• 2 X ROOTBALL FIRMLY COMPACTED. PLAN These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code,Section 65591 et seq. 12" AT 1 GALLON Notes: E `� requiring efficient landscape and irrigation design in cooperation with the I- See planting legend for groundcover species, size, and spacing dimension. _ �I. � ` 2- Small roots (/4" or less) that grow around, up, or down the root ball periphery are considered a �D local governing agency(City or County). normal condition in container production and are acceptable however they should be eliminated at the time of planting. Roots on the perlperhy can be removed at the time of planting. (See root ball shaving container detail). Approval of this drawing by CVWD staff does not constitute approval to K. Whitehead NATIVE SHRUB PLANTING 3- Settle soli around root ball of each groundcover prior to mulching. encroach into district and USBR right-of way.Trees,plants,walls and helioslandscopes.com (n a�Q'�`R,G permanent structures of any kind may not be planted or installed in CVWD 303-745-3560 Q 3 PERENNIAL & GRASS PLANTING URBAN TREE FOUNDATION FREETO014 .++ II I " = I '-0" FX-PL-FX-ShRB-09 � OPEN SOURCE FREE TO USE and USBR easements or Right-of--Way without first obtaining an � encroachment permit from CVWD. DATE:2020.10.28 Lu 314" = 1'-0" 323301-01 0 I— Z REVISION #: Q J Date Water Management Department REVISION DATE: 2020.11.11 CVWD Plan# 2021.03.16 z Development Services Department 2021.05.17 2021.06.29 _ J LU SCALE: see detail -� - I - A- - I - - - I ' b I 262.13 TC / - --- 259.81 TC ,�� 2�88262.68 FS � ry (259.30)FS2 262.59 TC / 262MTW 25 39 2 TC / L / / 255.30 T / //250 63 / 180 -4 / W 264.92FS / / 258.67 F W / 254.7� F / W 250.37 F / 252NRIM 17 54'-0„ 37'-9„ \\ °� a ° 1250.54TC y \ ° a '.°. ' .•.' • .I..6 a• .I'. 50.04FL EXISTING PROPERTY LINE FG '�'°• •4 .. 'a' `�" - - - - ------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------T.O.P 262.25TW \ \ �� 2S1 T 26'_5" 258.65FS \ F BLDG 6 \ \ 7.24FF\ 5 \256. _ I o r RET. H=3.6 \ 25&68 2 Sl0.005 -;252.� °� 2S2 - \ \ `258.72FF \\ 7.20FS 257.49FF� 1 : 25t50B0T . b\ S P 2 H6PE 0 S-0.01 258.22 2 6.99PAD \ 1 \ 254. � � \ � _ 1 0.01 � \ S- .005 � • ��•, • 25,3 oor NEIGHBORS LINE OF SIGHT LINE OF SIGHT FROM 2ND FLOOR BR Np \ I 258.39GFF 258. 9GFF "� \\ 25 .16GF� S 01 2 \ 71 ~ " `-; T 2 FL g: 258.31FS 258.31FS \ \ .08FS \ 257.0 FS �. : INV L- ~' 2ND F.F. EXISTING CMU WALL � � - -- - ,- -- -- - ---------- 10'-0" I - - 257.8src 259.24T _ .5 L 47.10TC 42TW . 1FL .97FL L273.50 FF S 258.41 FL S S 6. L 7.27FS D 257 '256.7 2s 2 1 TC 75 - - --- 1 ST F.F. \\ FG I 259.22TC RET. H=0.9' 0.6% S RET. H=2.4' 0.6, =1.7 3.0% 6 I 255.74T 0,_0�, 258.72FS 254.3 254.74FL 259.25FS 1.2 0 271 .00 FG -_-STREET CURB RET. H=4' 9 \ - _0_$ I \ 2 0.14FS � STYP 1 1 1 S=O. BbG 3 258.78FS \ FS5.43 SECTION A LOT 16 261 .21 FF 260.18FF \ '• \ 258.8 F RAMP � 5 STREET LEVEL I �? \\ 259.68PAD \ \ \ 258.32P6� W/HAN RAILS :.:. 3/32 - 1 -0 -- - - - 268.9 I N \ 258.00 FG 259.88TC B \ \ \ -�-.. . . . :--. •.. 259.85G F 259.85 FF\ : . • : . 2 49GFF 4 259.38FL 59.77E 259.7 S \ \ - - Z FS \ 258. FS r 6p 257.10FL 60.00TC 257.76TC 0� 259.30TC 0.44TC 2.0% 259.62TC 2 267.25TW 2 259.52FTC L 258.96FL 25 . 4FL 259-12FI �;� 57.84FL 260.56FS 261.41FS Lq 260.06TC 261. TC 259.18 259.25TC 257.54FL 57.34FL RET. H=6.7' 0.5� 0.5� I -s 259.56F.L 260.55FS _ 258.75FS IF . \ - - 1.5% B S=0.01 I 260.88GFF �_ \; 259 1 �; 259.2 GFF . 260.24GFF 259.20FS \ .'• 259. 9 F 959. 2 S 137'-2" I 2so.8o s v o 2so.lsFs © �- i F \\ ;i ,y� s Li 269FG I -- \ �` 1 37'-8'' °: //BLD 2B BLD18FF A � BL 1B \` B G 1A I / 261. 1FF 260. �\ ' / 260.71PAD 260.08PAD 1 259.44PAD 25.11PA EXISTING PROPERTY LINE _T.O.P 268.00TW I / 261 1FF 260.58FF I 4FF\ 259.11PAD 6� \ -- - - - - - - - - -- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------------------------- 260.74FS I 261 7FS 260.50FS 1 \ 259 AFF ? 259 3FS \ \ 26�_5„ SIDE RET. H=7.3' I NEIGHBORS F SIGHT I `. . .`. . . YARD - LINE \ I - "� '• •�' ' '�� + LINEFS - OF SIGHT FROM 2ND FLOOR B ..;.;.`.;.; • . .- ; ; . ... .' ' `_` .' ` `. --- _ , O R R 270FG I . _ '1..1 . :t: - .; L. -'t-.` SI . . . 258.62 268.50TW 4 S N 5 258 5TOP.- - +. FS r 26 .0 FOS ; r; .260D 'TG 3. FG -� 1 \ 258 5 ;';';';µ; ;'. .� . . .`\' \ 260.5FG G f' .2 FG ' ..�' �. \ 2ND F.F. RET. H=8' 2643?S1 . . . . . . . . . . . . . . 262� r EXISTING CMU WALL z70F3G 270.25TW 1 s-0.01g (62.s G (2 659)FG FG FG 271 .50 FFFID nn 0 0 264.21FG \ A RET. H=G RET. H.=1.4' 1 ST F.F. RET. H=6 1 269.60 FG o I L(0 � �� I L0'T 13 I STREET CURB LDS 93 L0"1 Tg SECTION B - LOT 15 L260.58 FF -0'-8" (273.50)FF (271.50)FF (270.10 PAD I (268.9)PA I ' - ' " \ (273.00)PAD (271.00)PAD ) (268.50)PAD 3/32 - 1 -0 STREET LEVEL \ PHASE 1 - GRADING PLAN NOT TO SCALE 163'-T 79'-5'' 37'-3" 37'-8" 42'-0" 37'-5" LANDSCAPED OPEN SPACE T.O.P - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------26�_5„ EXISTING PROPERTY LINE EXISTING PROPERTY LINE NEIGHBORS LINE OF SIGHT I,I - NEIGHBORS LINE OF SIGH OVA - 2ND F.F. �o ""Illt EXISTING CMU WALL 101-01, L270.60 FF 1 ST F.F. 268.90 FF EXISTING CMU WALL O'_01, �t 266.60 FG STREET CURBSECTION C - LOT 14 259.94 FF -01-8" SECTION D - LOT 13 263.30 FG 259.00 FF 3/3211 = 1 1-0 if \, - STREET LE V2L 3/3211 = 1 1-0 if , �205 2442. 244.7 FL L 50 -0 40 -0 / 2521ORLT'yLIM 248.04 TC 7 244.1 FL / � (244.19)FL � �� 242.05 TC T.O.P (247.40)FL- W T W - - 1 (241.43)fL W - - - . --------------------------------------------------------------------------------------------------------------------------------------------------- 26'-5" 1250.54TC EXISTING PROPERTY LINE +` 50.04FL NEIGHBORS LINE OF SIGHT \ I y 251 �6 -LJLJ- J- 4 1 F 9" I T� �S I �. 252' 6" H E o BOJ- I \a240.55LT *10 - 2ND F.F. 253, `� \ [25315FF [252.00FF] H BASI i (239.95)FI -- - - - - - - - - - - - - - - - - - - - ---------- T - - - - - - -- - - - � �� \ \ � 252.75PA0 � 251.50PAD 2 5 0 I f 1 0 -0 254 1 " H 4,.5080 I 267.00 FF EXISTING CMU WALL g 2 FL S=.005 f INv �� Z - - ff 1 ST F.F. / 01 _01, �.97FL \\ \ `. 0.6% \ \ \ yo FL .2 0. % I 7 ' \ 38' 38' t 1 TIC �� 2 4 ' --STREET CURB 254.3 255.24TC FL FL FL I 1 ' 26' 26' 12' SECTION E - LOT 12 ----_01_8" 254.74FL - - - - - - _ _ __�___ - - -- -- - -- -- -- �.\ 261 .00 FIG 256.75 FF �, 5 \\ J I \\ [25625FF] \ o3` I I 8C25 .43 (242. 4T 0-O B \ \ 73/32 STREET LEVEL ` 4 FL 22 A [257.00FF] I ` 242.94 256.50PAD 255.7.5PAD �p 258.00 -\ - - - ` LIZ 257.60TCIp • 257.10fL I` - � a \ \ \ �4FL 2.0 7.84TC V A\ V A\ \\ FL \ v .�� Q 57.34FL \ \ \ \ i \ �1.5% 176'-3" h a 6.75FF] \ \ 25 .2 I i \ 49'-4" 39'-9" �� sd, \ `�56.25PAD I I T.O.P 00 \\. - II II I 245.83 FIL - ---------------- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------- 242 '_5� u 66.47 FS EXISTING PROPERTY LINE \ \\ , - - - it I 2 ow \, 256\ \ K,N\ BASINI Aj� NEIGHBORS LINE OF SIGHT 25s.s \ \ \ 257. ?ss ` CNCN \ \ N`� \ \ 256.50TOP / g �. FS \ \ 260 259 ?58� \ \ \ •' 245.5BOT\ \ 261 \ \ \ \ 252 I ""o � 262� O FS - - I 2ND F.F. 263.3 I 24B.16 TC I - �- - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F G H I � 247.50 L II I MFI E E 264.90 FF EXISTING CMU WALL __ 1ST F.F. ILOU TTILOU TO L07 o I \1�1 II n 01-01, (268.90)FF I (267.00)FF I (264.90)FF I (260.70)FF (257.20)FF ' I 9`\I I L (268.50)PAD (266.50)PAD (264.40)PAD (260.20)PAD (256.70)PAD ' I 259.00 FIG _STREET C-UIRB SECTION F - LOT 1 1 L256.75 FF \�, -0'-8" 3/3211 _ 1-0" _ STREET LEVEL I C�� 'r KQ IRIMS 0EiNq]I M\L PHASE 2 - GRADING PLAN I F NOT TO SCALE 166'-1 " T.O.P. 39'-4" 39'-8" EXISTING PROPERTY LINE NEIGHBORS LINE OF SIGHT 2ND F.F. �o EXISTING CMU WALL 1 ST F.F. 260.70 FF 0'-0" 255.00 FG '�\.--STREET_CUR_B 256.25 FF -0'-8" SECTION G - LOT 10 STREET LEVEL -1 -2 FOR SCALE REFERENCE: STANDARD AMERICAN FOOTBALL FIELD NEAREST CONDITION : LOT 13 137'-2" = 45 yds 1pb 41 -q I FARTHEST CONDITION : LOT 16 - 180' -4" = 60 yds i 165'-2" T.O.P 39'-4" 39'-8" EXISTING PROPERTY LINE , �0 Da NEIGHBORS LINE OF SIGHT 2ND F.F. - - - - - - - - - - �- - -- - / - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - LL �o EXISTING CMU WALL 1 ST F.F. 260.70 FF 0'-0" 255.00 FG STREET CURB L256.25 FFSECTION G - LOT 10 -° _8 � STREET LEVEL 3/32" = 11-011 79'-0'' T.O.P -- -fi------- -------------------------------------------------------------------------------2--- 39'-4" 39'-8" EXISTING PROPERTY LINE 257.20 FF �� = 2ND F.F. ----------- - - - - - - - - --- -- --- --- - - - - - - - - — - -- - - - - - -- - -- - - - NEIGHBORS LINE OF SIGH EXISTING CMU WALL 1 ST F.F. 01-01, '�\__—STREET CURBSECTION H - LOT 9 254.00 FG 256.25 FF -01-811 3/32 11 - 1 -0 11 STREET LEVEL _1 '_2" Kevin Swartz, Associate Planner 73-510 Fred Waring Drive, Palm Desert, CA 92260-2578 kswartz@cityofpalmdesert.org 760-346-0611x485 Hello Kevin We (current residents) at Scholar Lane West, Scholar Lane East and Windflower Court are extremely disturbed by the recent new update regarding the possible building of two story condominiums and/or houses bordering Scholar Lane West and Scholar Lane East. Going against the original zoning restrictions or requirements. (single family/single story residential homes) will greatly infringe upon our right to peace and privacy. If two story homes are allowed to be built behind us,we will have zero privacy in that the residents of the new homes will have full view of our back yards and residence. In addition, your blue print proposes a club house, as well as a community pool that will be right next to our homes which will inflict unwarranted noise and undue disturbances to our peace and our right to live peacefully and undisturbed in our homes. Another reason that will impact us greatly is the extra vehicle traffic This is a relatively small area and if condos were built, it would overload Sheppard lane. When we purchased our home,we were advised by the representing real estate agent of the zoning laws governing this area that very clearly stated that only one story housing could be built so as to maintain our privacy rights and to preserve our mountain vista views. These reasons amongst others were reason we purchased our homes. Our neighborhood residents are comprised of a lot of retired and hard working people. Our community is very quiet and tranquil and we want it to stay that way. I call on the planning commission to put themselves in our positions and to keep the original zoning restrictions in place. Please be advised that we strongly oppose anything other than the one story single family homes required by the original zoning laws governing our neighborhood . In addition and maybe more importantly is the fact that all our homes will drastically lose value. Our homes are just now beginning to gain value and that will go away. The building of two story condominiums instead of single family/single story homes will significantly and negatively impact the value of our homes. Please strongly reconsider sticking to the initial zoning laws so we do not have to escalate our concerns and grievances to the city. Thank you for your time. Please feel free to reach out if you have any questions. We stand with others in the neighborhood who also strongly oppose your proposal. Thanks again Name Dow r>°1 � �aC y Y\?Q'�k(OV,\us ?0'�Yyj �ry �ZZ\� Address `14071-4 5c3aolar �..,n, E-mail ?0'5�o vw 5( O0 NOU•Gdyv) Home phone and/or Cell phone 2 21 -T S Kevin Swartz,Associate Planner 73-510 Fred Waring Drive,Palm Desert,CA 92260-2578 kswartz@cityofpalmdesert.org 760-346-0611x485 Hello Kevin We(current residents)at Scholar Lane West,Scholar Lane East and Windflower Court are extremely disturbed by the recent new update regarding the possible building of two story condominiums and/or houses bordering Scholar Lane West and Scholar Lane East. Going against the original zoning restrictions or requirements.(single family/single story residential homes) will greatly infringe upon our right to peace and privacy. If two story homes are allowed to be built behind us,we will have zero privacy in that the residents of the new homes will have full view of our back yards and residence. In addition,your blue print proposes a club house,as well as a community pool that will be right next to our homes which will inflict unwarranted noise and undue disturbances to our peace and our right to live peacefully and undisturbed in our homes.Another reason that will impact us greatly is the extra vehicle traffic This is a relatively small area and if condos were built,it would overload Sheppard lane.When we purchased our home,we were advised by the representing real estate agent of the zoning laws governing this area that very clearly stated that only one story housing could be built so as to maintain our privacy rights and to preserve our mountain vista views. These reasons amongst others were reason we purchased our homes. Our neighborhood residents are comprised of a lot of retired and hard working people.Our community is very quiet and tranquil and we want it to stay that way. I call on the planning commission to put themselves in our positions and to keep the original zoning restrictions in place. Please be advised that we strongly oppose anything other than the one story single family homes required by the original zoning laws governing our neighborhood. In addition and maybe more importantly is the fact that all our homes will drastically lose value. Our homes are just now beginning to gain value and that will go away. The building of two story condominiums instead of single family/single story homes will significantly and negatively impact the value of our homes. Please strongly reconsider sticking to the initial zoning laws so we do not have to escalate our concerns and grievances to the city. Thank you for your time. Please feel free to reach out if you have any questions. We stand with others in the neighborhood who also strongly oppose your proposal. Thanks again ,A0• II Name\V l t Kee 0.Y� s+_ePh_Pn Mct(�e R Iof1 Address ALA Sc oIOLf- L& 10 uX5} poalrv. �JVr} C Dr)Lll E-mail v c loaa Cv� Home phone and/or Cell phone -1 L�oo-346-1oto-7 �019- Kevin Swartz,Associate Planner 73-510 Fred Waring Drive,Palm Desert,CA 92260 2578 k;wdrtz�n ntyofyrlmdgierl,org 760-346-061 lx485 Hello Kevin We(current residents)at Scholar Lane West,Scholar lane East and Windflower Court are extremely disturbed by the recent new update regarding the possible building of two story condominiums and/or houses bordering Scholar Lane West and Scholar Lane Cast. Going against the original zoning restrictions or requirements.(single family/single story residential homes) will greatly infringe upon our right to peace and privacy. If two story homes are allowed to be built behind us,we will have zero privacy In that the residents of the new homes will have full view of our back yards and residence. In addition,your blue print proposes a club house,as well as a community pool that will be right next to our homes which will Inflict unwarranted noise and undue disturbances to our peace and our right to live peacefully and undisturbed in our homes.Another reason that will impact us greatly is the extra vehicle traffic This is a relatively small area and if condos were built,it would overload Sheppard lame.When we purchased our home,we were advised by the representing real estate agent of the zoning laws governing this area that very clearly stated that only one story housing could be built so as to maintain our privacy rights and to preserve our mountain vista views. These reasons amongst others were reason we purchased our homes. Our neighborhood residents are comprised of a lot of retired and hard working people.Our community is very quiet and tranquil and we want it to stay that way. I call on the planning commission to put themselves in our positions and to keep the original zoning restrictions in place. Please be advised that we strongly oppose anything other than the one story single family homes required by the original zoning laws governing our neighborhood. In addition and maybe more importantly is the fact that all our homes will drastically lose value. Our homes are just now beginning to gain value and that will go away. The building of two story condominiums instead of single family/single story homes will significantly and negatively impact the value of our homes. Please strongly reconsider sticking to the initial zoning laws so we do not have to escalate our concerns and grievances to the city. Thank you for your time. Please feel free to reach out if you have any questions. We stand with others in the neighborhood who also strongly oppose your proposal. Thanks again Name L""to t'�' Address 7'-/ E-mail LIhGt� Lt` �X� �1� 1 C.flf(�� Home phone and/or Cell phone 76 goo -2-�VK/ Kevin Swartz,Associate Planner 73-510 Fred Waring Drive,Palm Desert,CA 92260-2578 kswartzpcitvofoalmdesert.ora 760-346-0611085 Hello Kevin We(current residents)at Scholar Lane West,Scholar Lane East and Windflower Court are extremely disturbed by the recent new update regarding the possible building of two story condominiums and/or houses bordering Scholar Lane West and Scholar Lane East. Going against the original zoning restrictions or requirements.(single family/single story residential homes) will greatly infringe upon our right to peace and privacy. If two story homes are allowed to be built behind us,we will have zero privacy in that the residents of the new homes will have full view of our back yards and residence. In addition,your blue print proposes a club house,as well as a community pool that will be right next to our homes which will inflict unwarranted noise and undue disturbances to our peace and our right to live peacefully and undisturbed in our homes.Another reason that will impact us greatly is the extra vehicle traffic This is a relatively small area and if condos were built,it would overload Sheppard lane.When we purchased our home,we were advised by the representing real estate agent of the zoning laws governing this area that very clearly stated that only one story housing could be built so as to maintain our privacy rights and to preserve our mountain vista views. These reasons amongst others were reason we purchased our homes. Our neighborhood residents are comprised of a lot of retired and hard working people.Our community is very quiet and tranquil and we want it to stay that way. I call on the planning commission to put themselves in our positions and to keep the original zoning restrictions in place. Please be advised that we strongly oppose anything other than the one story single family homes required by the original zoning laws governing our neighborhood. In addition and maybe more importantly is the fact that all our homes will drastically lose value. Our homes are just now beginning to gain value and that will go away. The building of two story condominiums instead of single family/single story homes will significantly and negatively impact the value of our homes. Please strongly reconsider sticking to the initial zoning laws so we do not have to escalate our concerns and grievances to the city. Thank you for your time. Please feel free to reach out if you have any questions. We stand with others in the neighborhood who also strongly oppose your proposal. Thanks again Name �Si)rJ VAQJ) 'SAL FRt5 nuRR Address 'I L 1126 W I blip FLOLuE e CO OP,j E-mail N l,1 DF-}`j 1-0 pA/.(OlY) Home phone and/or Cell phone —7Cpc9— 902-- IS32 Kevin Swartz, Associate Planner 73-510 Fred Waring Drive, Palm Desert, CA 92260-2578 kswartzCd)citvofpalmdesert.org 760-346-0611x485 Hello Kevin We (current residents) at Scholar Lane West, Scholar Lane East and Windflower Court are extremely disturbed by the recent new update regarding the possible building of two story against the condominiums and/or houses bordering Scholar Lane West and Scholar Lane East. Going g original zoning restrictions or requirements. (single family/single story residential homes) will greatly infringe upon our right to peace and privacy. If two story homes are allowed to be built behind yards and us,we will have zero privacy in that the residents of the new homes will have full view of our back� at will d residence. In addition, your blue print proposes a club house, as well as a community P at will and be right next to our homes which will inflict unwarranted noise and undue disturbances to our peace a is our right to live peacefully and undisturbed in our homes. Another reason that will impact us greatly the extra vehicle traffic This is a relatively small area and if condos were built, it would overload agent of Sheppard lane. When we purchased our home, we were advised by the representing real estate the zoning laws governing this area that very clearly stated that only one story housing could be built so as to maintain our privacy rights and to preserve our mountain vista views. These reasons amongst others were reason we purchased our homes. Our neighborhood residents are comprised of a lot of retired and hard working people. Our community is very quiet and tranquil and we want it to stay that way. I call on the planning commission to put themselves in our positions and to keep the original zoning restrictions in place. Please be advised that we strongly oppose anything other than the one story single family homes required by the original zoning laws governing our neighborhood . In addition and maybe more importantly is the fact that all our homes will drastically lose value. Our homes are just now beginning to gain value and that will go away. The building of two story condominiums instead of single family/single story homes will significantly and negatively impact the value of our homes. Please strongly reconsider sticking to the initial zoning laws so we do not have to escalate our concerns and grievances to the city. Thank you for your time. Please feel free to reach out if you have any questions. We stand with others in the neighborhood who also strongly oppose your proposal. Thanks again Name � C. ( � � rex Address 7 fllo a X2, Zil E-mail / z.e Horne phone and/or Cell phone Kevin Swartz,Associate Planner 73-510 Fred Waring Drive, Palm Desert, CA 92260-2578 kswartz@cityofpalmdesert.org 760-346-0611x485 Hello Kevin We (current residents) at Scholar Lane West, Scholar Lane East and Windflower Court are extremely disturbed by the recent new update regarding the possible building of two story condominiums and/or houses bordering Scholar Lane West and Scholar Lane East. Going against the original zoning restrictions or requirements. (single family/single story residential homes) will greatly infringe upon our right to peace and privacy. If two story homes are allowed to be built behind us,we will have zero privacy in that the residents of the new homes will have full view of our back yards and residence. In addition,your blue print proposes a club house, as well as a community pool that will be right next to our homes which will inflict unwarranted noise and undue disturbances to our peace and our right to live peacefully and undisturbed in our homes.Another reason that will impact us greatly is the extra vehicle traffic This is a relatively small area and if condos were built, it would overload Sheppard lane. When we purchased our home,we were advised by the representing real estate agent of the zoning laws governing this area that very clearly stated that only one story housing could be built so as to maintain our privacy rights and to preserve our mountain vista views. These reasons amongst others were reason we purchased our homes. Our neighborhood residents are comprised of a lot of retired and hard working people. Our community is very quiet and tranquil and we want it to stay that way. I call on the planning commission to put themselves in our positions and to keep the original zoning restrictions in place. Please be advised that we strongly oppose anything other than the one story single family homes required by the original zoning laws governing our neighborhood . In addition and maybe more importantly is the fact that all our homes will drastically lose value. Our homes are just now beginning to gain value and that will go away. The building of two story condominiums instead of single family/single story homes will significantly and negatively impact the value of our homes. Please strongly reconsider sticking to the initial zoning laws so we do not have to escalate our concerns and grievances to the city. Thank you for your time. Please feel free to reach out if you have any questions. We st with others i the eighborhoo ho also strongly oppose your proposal. Thanks again Name c�_�( `C't 4 Address/--J,p-,_.' %lam � f L�'.�" � E-mail / 7 Home phone and/or Cell phone �i /I A No condos please. The value of our home will be lost. .txt From: J R warner <juliereneewarner@gmail .com> Sent: Saturday, June 12, 2021 7:02 PM To: Swartz, Kevin subject: No condos, please. The value of our home will be lost. Julie warner NCL Desert Cities Chapter Julie warner NCL Desert Cities Chapter Page 1 From: Lynda Nol To: Swartz,Kevin Subject: Scholar Lane Housing Development Date: Thursday,June 03,2021 7:52:37 PM Hello Kevin This is Lynda from 74062 Scholar Lane W. I was handed your card a week plus ago in regards to your upcoming land and housing development. We are extremely disturbed by the recent news update regarding your upcoming development. We've being advised that you intend to build two or three story housing and/or condominiums, given your blueprint. Going against the initial zoning restrictions or requirements will infringe upon our right to privacy. Strangers (new homes owners of your development)will very well have full view and unwarranted access to our what have been"private"pools and homes. In addition, your blueprint proposes and/or reflects a club house as well as a community pool that will be right next to our homes inflicting unwarranted noise and undue disturbances to our peace and our rights to live peacefully and undisturbed in our homes. When we purchased our home, we were advised by the representing real estate agent of the zoning laws governing the area which stated that only one story housing could be built to maintain our mountain vista views and protect our rights to privacy. Those, amongst others, were reasons we purchased this home. Please be advised that we strongly oppose anything other than the one story housing required by the zoning laws governing our neighborhood. Adding a two or three story condominium order than the single story and/family housing will significantly and negatively impact the value of our homes. Please strongly reconsider sticking to the initial zoning laws so we do not have to escalate our concerns and grievances to the city. Thank you Kevin. Please feel free to reach out if you have any questions. My number is 949 302-8832 or you can reach me by email at gracenotes20@yahoo.com. I stand with others in the neighborhood who also strongly oppose your proposal. Thanks again. Respectfully, Lynda. From: Ron Barnhart To: Swartz.Kevin Subject: Re:GHA Montage Date: Tuesday,June 08,2021 8:50:24 AM Good Morning Kevin, I have some major concerns about the Santa Barbara Condos and the fact that they are going to be backing onto College View Estates. That section of land should remain a single family,single story home to maintain consistency with the entire neighborhood. The Gallery,Genesis,College View Estates and the new GHA development are all single family. Dropping a condo complex next to College View is going to have a very negative effect on the homes backing onto that property and others in College View Estates. This project should be relocated to an area already populated with rental or condominium homes. Please note that I am totally against this project. Thanks so much for your time Ron Barnhart 74125 Scholar Lane E. Palm Desert,CA. 92211 Phone 760-567-2130 On Fri,Jun 4,2021 at 10:54 AM Ron Barnhart<ron&ronbarnhart.com>wrote: Thanks Kevin, Both projects look awesome !! On Fri,Jun 4,2021 at 10:32 AM Kevin Swartz<kswartzgcityofpalmdesert.org>wrote: Hello, Attached are the plans. Files attached to this message Filename Size Checksum (SHA256) 08 39 c299ed7c7cd29ab2c23f2cO59645c1308e2dOf2daccdl37dd8ae95b710e249d9 Montage MB Complete CC Exhibits 6.10.21.pdf Please click on the following link to download the attachments: http://cpditp.org/message/c17VxSj4SIADaUBGTrICco This email or download link can be forwarded to anyone. The attachments are available until: Sunday,4 July. Message ID: cl7VxSj4S1ADaUBGTr1Cco Download Files Kevin Swartz, Associate Planner 73-510 Fred Waring Drive, Palm Desert, CA 92260-2578 kswartz(cDcityofpalmdesert.org 760-346-0611085 Hello Kevin We (current residents) at Scholar Lane West, Scholar Lane East and Windflower Court are extremely disturbed by the recent new update regarding the possible building of two story condominiums and/or houses bordering Scholar Lane West and Scholar Lane East. Going against the original zoning restrictions or requirements. (single family/single story residential homes) will greatly infringe upon our right to peace and privacy. If two story homes are allowed to be built behind us,we will have zero privacy in that the residents of the new homes will have full view of our back yards and residence. In addition,your blue print proposes a club house, as well as a community pool that will be right next to our homes which will inflict unwarranted noise and undue disturbances to our peace and our right to live peacefully and undisturbed in our homes. Another reason that will impact us greatly is the extra vehicle traffic This is a relatively small area and if condos were built, it would overload Sheppard lane. When we purchased our home,we were advised by the representing real estate agent of the zoning laws governing this area that very clearly stated that only one story housing could be built so as to maintain our privacy rights and to preserve our mountain vista views. These reasons amongst others were reason we purchased our homes. Our neighborhood residents are comprised of a lot of retired and hard working people. Our community is very quiet and tranquil and we want it to stay that way. I call on the planning commission to put themselves in our positions and to keep the original zoning restrictions in place. Please be advised that we strongly oppose anything other than the one story single family homes required by the original zoning laws governing our neighborhood . In addition and maybe more importantly is the fact that all our homes will drastically lose value. Our homes are just now beginning to gain value and that will go away. The building of two story condominiums instead of single family/single story homes will significantly and negatively impact the value of our homes. Please strongly reconsider sticking to the initial zoning laws so we do not have to escalate our concerns and grievances to the city. Thank you for your time. Please feel free to reach out if you have any questions. We stand with others in the neighborhood who also strongly oppose your proposal. Thanks again Name XcLd # 1P_V 1 � ✓A Address o sL t�L` � L�. E-mail Home phone and/or Ce phone Re Proposal for property adjacent to Scholar Lane.txt From: Donna McCloudy <donna.mccloudy@gmail .com> Sent: Wednesday, Tune 9, 2021 10:40 AM To: Swartz, Kevin Subject: Re: Proposal for property adjacent to Scholar Lane Hello Kevin; I recently learned of a potential plan for 2 story multi-family dwellings adjacent to scholar Lane. This is does not comply with the zoning map most recently updated in 2018. I am definitely in opposition to this proposal as it will change the complexity of the neighborhood and decrease the property values. I respectfully request the current zoning map requirements be maintained to protect the residents that have been in the community and paying property taxes for decades. I can be reached at the number below to discuss. If there are any other individuals to whom I should address my concerns to please provide those contacts. Thank you; Donna McCloudy 74129 windflower Ct (760) 409 7945 Sent from my iPad on Apr 29, 2021, at 2:26 PM, kswartz@cityofpalmdesert.org wrote: Hello, The project is for 63-single-family lots that are all single-story in height. The pads will be three feet lower than 7ulia Drive. Attached is a map showing the layout and grade elevations. Keep in mind, the City does not have an ordinance that preserves views. staff and the applicant worked hard to make sure that the lots are consistent with the surrounding neighborhoods. Kevin Swartz Associate Planner Ph: 760.346.0611 Direct: 760.776.6485 kswartz@cityofpalmdesert.org From: Donna McCloudy [mailto:donna.mccloudy@gmail .com] Sent: Thursday, April 29, 2021 2:22 PM To: Swartz, Kevin <kswartz@cityofpalmdesert.org> Subject: Case GPA21-0001 Northwest corner of Portola and JUlie Drive we live on windflower Drive and would like to know how the site is going to be leveled so the development is not higher than our development and thus blocking our view of the mountains. Page 1 Re Proposal for property adjacent to scholar Lane.txt Donna McCloudy Sent from my iPad <TTM 37993 - 4-20-21[1] .pdf> Page 2 Scholar Lane Low Income Housing Project Plans 06142021.txt From: Michael warner <detroitwarner@gmail .com> Sent: Monday, Tune 14, 2021 10:38 AM To: Swartz, Kevin Subject: Scholar Lane Low Income Housing Project Plans 06142021 //HOT! To whom it may concern: My wife & I are extremely disturbed by entertaining the thought that You & The City of Palm Desert have plans & hope to build Low Income 2 Story Condos on the empty lots adjacent to our home, located on Scholar Lane E in Palm Desert, off Gerald Ford & Portola. These plans are absolutely absurd! ! ! Do you know what will happen to my neighborhood if this project is approved by the city? Cosmetically this area would now appear to bne quite a joke in appearance! ! ! There are beautiful neighborhoods located @ this intersection RN. I am not opposed @ all to single family dwellings! But your plans to approve then build 2 story high condos not only will destroy my beautiful view of the desert, but these condos will also attract renters & low income, which will in essence decrease my property value, & that of my neighbors. I will be fearful for my safety cus these neighborhoods also draw less than desirables which will contribute to an increase in crime in the surrounding neighborhoods. when I moved to Scholar Lane E 4 years ago, I was told that these vacant lots were zoned for single family one story housing. Please, I implore you to keep it zoned this way! ! ! You now have upon yourself a good group of tax paying residents in Palm Desert who are quite concerned over things that should not be on the table open for discussion! ! ! Please contact me @ (760)808-7028, to talk further about my views on this subject. Thanks for your consideration, Michael A. warner 74098 Scholar Lane E, Palm Desert CA 92211 Page 1