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Home My WebLink About2024-11-12 ARC Regular Meeting Agenda Packet ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT MEETING AGENDA Tuesday, November 12, 2024 12:30 p.m. Development Services Conference Room, City Hall 73-510 Fred Waring Drive Palm Desert, CA 92260 Pursuant to Assembly Bill 2449, this meeting may be conducted as a hybrid meeting allowing public access via teleconference or in person, and up to two Commissioners may attend remotely. To participate via Zoom, use the following link: https://palmdesert.zoom.us/j/83648797515 or call (213) 338-8477, Zoom Meeting ID: 836 4879 7515 • Written public comment may also be submitted to planning@palmdesert.gov. E-mails received by 9:30 a.m. prior to the meeting will be distributed to the Commission. Any correspondence received during or after the meeting will be distributed to the Commission as soon as practicable and retained for the official record. Emails will not be read aloud except as an ADA accommodation. • Pages 1.CALL TO ORDER 2.ROLL CALL 3.NON-AGENDA PUBLIC COMMENT This time has been set aside for the public to address the Architectural Review Commission on issues that are not on the agenda for up to three minutes. Speakers may utilize one of the three options listed on the first page of the agenda. Because the Brown Act does not allow the Architectural Review Commission to act on items not listed on the agenda, members may briefly respond or refer the matter to staff for a report and recommendation at a future meeting. 4.CONSENT CALENDAR All matters listed on the Consent Calendar are considered routine and may be approved by one motion. The public may comment on any items on the Consent Calendar within the three-minute time limit. Individual items may be removed by the Architectural Review Commission for a separate discussion. RECOMMENDATION: Approve the consent calendar as presented. 4.a APPROVAL OF MINUTES 5 RECOMMENDATION: Approve the Minutes of October 22, 2024. 5.CONSENT ITEMS HELD OVER 6.ACTION CALENDAR The public may comment on individual Action Items within the three-minute time limit. Speakers may utilize one of the three options listed on the first page of the agenda. 6.a CONSIDERATION FOR DESIGN REVIEW APPROVAL FOR A PRIVATE SPORTS COURT (PICKLEBALL COURT) IN THE REAR YARD OF A SINGLE-FAMILY RESIDENCE AT 77800 DELAWARE PLACE 9 RECOMMENDATION: Staff recommends the ARC approves the design review for the Private Sports Court, determining the requirements of the findings have been met subject to the following conditions: Use of the pickleball court at 77800 Delaware Place shall be limited to the hours of 7 a.m. to 7 p.m. Use of the court shall be strictly prohibited between 7 p.m. and 7 a.m. 1. The court shall not be rented or used for commercial purposes and shall be used only by the property owner and guests or tenants of the property owners per Palm Desert Municipal Code Chapter 25.40.070. 2. The applicant shall install a sign in the backyard at a location clearly visible to pickleball players which prohibits excessive noise or loud music during game play. 3. The applicant shall provide permanent irrigation for the hedges located to the north of the sport court. 4. The hedges shall be maintained in perpetuity, or until the sport court is removed. 5. The lighting shall comply with any outdoor lighting requirements in place at the time of application. The design shall consider impacts on adjacent residents and shall incorporate mitigation to screen any outdoor lighting sources. 6. The Applicant shall comply with all mitigation measures and operations identified in the noise study, on file with the Development Services Department. 7. Architectural Review Commission Meeting 2 6.b CONSIDERATION TO APPROVE AN AMENDMENT TO AN EXISTING COMPREHENSIVE SIGN PROGRAM FOR EL PASEO SQUARE BUILDING G SIGN PROGRAM AT 73495 HIGHWAY 111 25 RECOMMENDATION: Staff recommends the ARC approve the request to amend the Sign Program for El Paseo Square Building G, determining the requirements of the findings have been met. 6.c CONSIDERATION TO APPROVE A DESIGN REVIEW FOR A NEW ROVE ELECTRIC VEHICLE STATION WITH A 4,500 SQUARE FOOT MARKET WITHIN THE MONTEREY CROSSINGS SPECIFIC PLAN 49 RECOMMENDATION: Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review, subject to the following conditions: The Applicant shall provide a final photometric plan with renderings, that prove conformance with the Palm Desert Municipal Code Section 24.16.035 1. All equipment shall be screened from public view.2. The Applicant shall comply with all conditions of approval provided by the City’s Land Development Division. 3. 6.d CONSIDERATION TO APPROVE A DESIGN REVIEW FOR A NEW 950 SQUARE FOOT DRIVE THROUGH COFFEE SHOP WITIHN THE MONTEREY CROSSINGS SPECIFIC PLAN 77 RECOMMENDATION: Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review, subject to the following conditions: All equipment shall be screened from public view.1. Drive-through queue shall be screened to the best extent possible from Dinah Shore drive, with the combination of a masonry wall and landscaping. 2. The Applicant shall comply with all conditions of approval provided by the City’s Land Development Division 3. 7.REPORTS & REMARKS 7.a ARCHITECTURAL REVIEW COMMISSIONERS 7.b CITY STAFF 7.c ATTENDANCE REPORT 105 8.ADJOURNMENT The next Regular Meeting will be held on November 26, 2024, at 12:30 p.m. Architectural Review Commission Meeting 3 9.PUBLIC NOTICES Agenda Related Materials: Pursuant to Government Code §54957.5(b)(2) the designated office for inspection of records in connection with this meeting is the Office of the City Clerk, Palm Desert Civic Center, 73-510 Fred Waring Drive, Palm Desert. Staff reports for all agenda items considered in open session, and documents provided to a majority of the legislative bodies are available for public inspection at City Hall and on the City’s website at www.palmdesert.gov. Americans with Disabilities Act: It is the intention of the City of Palm Desert to comply with the Americans with Disabilities Act (ADA) in all respects. If, as an attendee or a participant at this meeting, or in meetings on a regular basis, you will need special assistance beyond what is normally provided, the City will attempt to accommodate you in every reasonable manner. Please contact the Office of the City Clerk, (760) 346-0611, at least 48 hours prior to the meeting to inform us of your needs and to determine if accommodation is feasible. AFFIDAVIT OF POSTING I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda for the Architectural Review Commission was posted on the City Hall bulletin board and City website not less than 72 hours prior to the meeting. /S/ Melinda Gonzalez Executive Administrative Assistant Architectural Review Commission Meeting 4 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT REGULAR MEETING MINUTES October 22, 2024, 12:30 p.m. Present: Commissioner James Blakeley, Commissioner Dean Wallace Colvard, Commissioner Nicholas Latkovic, Commissioner Francisco Sanchez, Chair John Vuksic Absent: Commissioner Michael McAuliffe, Commissioner James McIntosh Staff Present: Principal Planner Carlos Flores, Principal Planner Nick Melloni, Associate Planner Kenny Taylor, Recording Secretary Melinda Gonzalez 1. CALL TO ORDER A Regular Meeting of the Architectural Review Commission was called to order by Chair Vuksic on October 22, 2024, in the Development Services Conference Room, City Hall, located at 73-510 Fred Waring Drive, Palm Desert, California. 2. ROLL CALL 3. NON-AGENDA PUBLIC COMMENT Chair Vuksic opened and closed the public comment period for Non-Agenda public comment. No public comments were provided. 4. CONSENT CALENDAR Motion by: Commissioner Latkovic Seconded by: Commissioner Blakeley The Consent Calendar was approved as presented. Motion Carried (5 to 0) 4.a APPROVAL OF MINUTES The Architectural Review Commission regular meeting minutes of October 8, 2024, were approved as presented. Motion by: Commissioner Latkovic Seconded by: Commissioner Blakeley Motion Carried (5 to 0) 5 Architectural Review Commission October 22, 2024 2 5. CONSENT ITEMS HELD OVER None 6. ACTION CALENDAR 6.a CONSIDERATION TO APPROVE A DESIGN REVIEW FOR A MULTITENANT MONUMENT SIGN FOR AN EXISTING COMMERCIAL BUILDING LOCATED AT 44795 SAN PABLO AVENUE (CONTINUED FROM OCTOBER 8, 2024) Chair Vuksic announced his recusal due to proximity of the project to his place of business property and left the conference room. Principal Planner, Carlos Flores, narrated a PowerPoint presentation on the item and responded to Commission inquiries. Glenn Davis with Signarama, Applicant, was present via Zoom. Commissioner Latkovic opened the public comment period and invited the applicant to speak. Glenn Davis with Signarama, Applicant, introduced himself and answered questions from the Commission. With no other members of the public wishing to comment, Commissioner Latkovic closed the public comment period. Discussion on the item ensued with Commissioners providing comments for the project. Motion by: Commissioner Sanchez Seconded by: Commissioner Blakeley Following discussion, motion carried to approve Case No. SARC24-0006 with the following condition: 1. Applicant shall revise plans to reflect sign letters are painted Semi-Gloss Black. RECUSED (1): Chair Vuksic Motion Carried (4 to 0) Chair Vuksic returned to the Development Services conference room at the conclusion of the item. 6.b CONSIDERATION TO APPROVE A SIGN PROGRAM FOR TWO MULTI- TENANT INDUSTRIAL BUILDINGS LOCATED AT 75051 SEGO LANE Associate Planner, Kenny Taylor, narrated a PowerPoint presentation on the item and responded to Commission inquiries. Glenn Davis with Signarama, Applicant, was present via Zoom and Matt Johnson with Johnson Commercial Real Estate, Property Owner Representative, was present in person. Chair Vuksic opened the public comment period and invited the applicant to speak. Glenn Davis with Signarama, Applicant, and Matt Johnson with Johnson Commercial Real Estate, Property Owner Representative, introduced themselves and answered questions from the Commission. 6 Architectural Review Commission October 22, 2024 3 With no other members of the public wishing to comment, Chair Vuksic closed the public comment period. Discussion on the item ensued with Commissioners providing comments for the project. Motion by: Commissioner Latkovic Seconded by: Commissioner Colvard Following discussion, motion carried to approve Case No. SARC24-0003 as presented. ABSTAINED (1): Commissioner Blakeley Motion Carried (4 to 0) 7. REPORTS & REMARKS 7.a ARCHITECTURAL REVIEW COMMISSIONERS None 7.b CITY STAFF Principal Planner Flores provided the following updates: • City Council approved the guest house project on Upper Way West at the meeting held on Thursday, October 10, 2024. • City Council will consider two items from staff at the next meeting on Thursday, October 24, 2024, including an ordinance to amend the grading ordinance and an update to establish annual rates for dining decks. • An update to the City's ADU ordinance will go before the Planning Commission at a special meeting being held on Tuesday, October 29, 2024. Upon inquiry, Principal Planner Melloni provided an update on the Unified Development code. Currently stakeholder’s interviews are being conducted to obtain more feedback on the matter. Staff will compile all comments and annotations of the code for the consultant to prepare an assessment report to provide to City Council in January 2025. 7.c ATTENDANCE REPORT The attendance report was provided with the agenda materials. The Commission took no action on this matter. 7 Architectural Review Commission October 22, 2024 4 8. ADJOURNMENT The Architectural Review Commission adjourned at 1:07 p.m. Respectfully submitted, ____________________________________________ Melinda Gonzalez, Executive Administrative Assistant Recording Secretary ATTEST: ____________________________________________ Carlos Flores, Principal Planner Secretary APPROVED BY ARC: __/__/2024 8 Page 1 of 5 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 12, 2024 PREPARED BY: Kenny Taylor, Associate Planner SUBJECT: CONSIDERATION FOR DESIGN REVIEW APPROVAL FOR A PRIVATE SPORTS COURT (PICKLEBALL COURT) IN THE REAR YARD OF A SINGLE-FAMILY RESIDENCE AT 77800 DELAWARE PLACE. RECOMMENDATION: Staff recommends the ARC approves the design review for the Private Sports Court, determining the requirements of the findings have been met subject to the following conditions: 1. Use of the pickleball court at 77800 Delaware Place shall be limited to the hours of 7 a.m. to 7 p.m. Use of the court shall be strictly prohibited between 7 p.m. and 7 a.m. 2. The court shall not be rented or used for commercial purposes and shall be used only by the property owner and guests or tenants of the property owners per Palm Desert Municipal Code Chapter 25.40.070. 3. The applicant shall install a sign in the backyard at a location clearly visible to pickleball players which prohibits excessive noise or loud music during game play. 4. The applicant shall provide permanent irrigation for the hedges located to the north of the sport court. 5. The hedges shall be maintained in perpetuity, or until the sport court is removed. 6. The lighting shall comply with any outdoor lighting requirements in place at the time of application. The design shall consider impacts on adjacent residents and shall incorporate mitigation to screen any outdoor lighting sources. 7. The Applicant shall comply with all mitigation measures and operations identified in the noise study, on file with the Development Services Department. BACKGROUND/ANALYSIS: The project applicant, John Tran (Applican t), is requesting design review approval for a private sports court (Pickleball Court) located in the rear yard of a single-family residence located at 77800 Delaware Place. This staff report provides an overview and analysis of the full scope of the project, including the siting, design colors and materials, lighting, noise, trees and landscape, environmental analysis, and compliance with the Palm Desert Municipal Code (PDMC) Section 25.40.070 Private Tennis Courts and Sports Courts. Executive Summary:  Case No.: MISC24-0013 9 MISC24-0013 – Tran Residence November 12, 2024 Page 2 of 5 Use of the Private Sports Courts The Pickleball Court measures 60’-0” wide by 30’-0” long. The Pickleball Court use can accommodate games, which include 2 to 4 players on the court. Gameplay would occur seven days a week between 7:00 A.M. and 7:00 P.M. The Pickleball Court is proposed to be setback 31 feet from the nearest residential property. Figure 1 - Proposed Court Landscape/Lighting Lighting is proposed for the pickleball court with three (3) 15-foot-tall light poles setback approximately 28 feet from the rear property line. Landscaping includes a recently installed Ficus hedge which runs along the north side of the sports court, as well as six (6) recently planted Date Palm trees, three (3) to the north side of the court and three (3) to the south side of the court. The landscaping hedge is located 20 feet from the side property line Figure 2 - Lighting Plan 10 MISC24-0013 – Tran Residence November 12, 2024 Page 3 of 5 Noise Based on the land use categories, the applicable noise limits between the project site and the neighboring uses are 55 dBA between 7:00 a.m. and 10:00 p.m., and 45 dBA between 10:00 p.m. and 7:00 a.m. The applicant has submitted a noise impact study prepared by LDN Consulting. The noise study addresses potential noise impacts from implementation of the proposed project on nearby residences. The study concludes the highest measured reading of 58.8 dBA without mitigation from the nearest residential property line located north of the project site. Existing conditions includes fencing with a minimum height of 5 feet which surrounds the residence on all four sides with a Ficus hedge on the north side of the sports court. These existing conditions reduce noise levels a minimum of 5 dBA which brings the resulting noise level below the City’s 55 dBA daytime noise threshold without additional mitigation measures. Architectural Commission Review & Determination All sports courts are subject to review and approval by the Architectural Review Commission (ARC) pursuant to Palm Desert Municipal Code Section 25.40.070. Staff believes that the required findings can be made with conditions imposed by the Architectural Review Commission to serve as mitigation measures for views, aesthetics, light pollution, and noise. Public Input Staff has mailed a courtesy notice of the ARC meeting to property owners within 300 feet of the project site to allow input. No comments have been received regarding this project as of the writing of this report. Zoning Ordinance Summary: The subject property is zoned Residential Estate (R-E), a zoning designation primarily intended for low density traditional residential neighborhoods. Private sports court facilities are permitted within the R-E zoning pursuant to Palm Desert Municipal Code (PDMC) which requires Architectural Review Commission (ARC) approval for all new tennis/sport courts subject to the following design requirements listed under PDMC 25.40.070: 1. A minimum 10-foot setback shall apply from side and rear property lines, and a minimum 20-foot setback shall apply to the front property line. Complies: The private sports court is setback a minimum of 31’-0” from the side yard property line (north) and a minimum of 48’-0” from the rear property line (east) and, therefore, complies with this standard. The sports court is located entir ely within the rear yard of the property in an area greater than 20’-0” from the front property line. 2. No more than 1 tennis court and 1 sports court for each residential parcel of land unless a conditional use permit in accordance with Section 25.72.050 is approved by the Commission. Complies: The applicant has proposed one (1) pickleball court. As proposed the sports court complies with this requirement and does not require a Conditional Use Permit. 11 MISC24-0013 – Tran Residence November 12, 2024 Page 4 of 5 3. Private tennis courts/sports courts shall not be used for commercial purposes and shall be used only by the property owner and guests or tenants of the property owners. Complies: Per the project applicant, the recreational court will only be used by the property owner, their guests, and potential tenants of the owners. No commercial use is proposed; therefore, the proposal complies with this requirement. The recreational court shall be used solely for the recreational use and enjoyment of the occupants of the property and their guests. They may not be used for other purposes such as but not limited to a commercial activity, parking lot, storage, or other uses that do not meet the definition of a recreation court. 4. All tennis courts/sports courts fencing shall not exceed 10 feet in height as measured from the elevation at the adjacent property line and shall be screened from public view and adjacent property with a combination of walls, berms and landscaping. Complies: The project does not propose to install or construct additional fencing to enclose the sport court. The perimeter of the site is enclosed by an existing 6’-0” block wall. The applicant has planted a row of Ficus hedge along the northern property wall to visually enclose the space, provide screening, and mitigate for potential noise from the pickleball court. 5. A landscape and irrigation plan shall be provided for review and approval by the ARC. Complies: The applicant has provided a landscape plan for review by the ARC. The plan depicts fifteen (15) 15-gallon Ficus hedges which were recently planted, spaced every 24” on the north property line. Additionally, six (6) Date Palms were also recently installed, three (3) to the north side of the court and three (3) to the south side of the court, to provide additional hedging around the pickle ball court. There are no details for irrigation. Staff recommends conditioning the project to provide a permanent irrigation system which complies with design standards set by the Coachella Valley Water District (CVWD) and maintains the hedge in perpetuity. 6. If the proposal for a private tennis court/sports court includes the provision of lighting for night play, the owner/applicant shall provide fully engineered lighting plan pursuant to the provisions of Chapter 24.16, Outdoor Lighting Requirements. Complies: The proposed recreational court does not propose lighting which would be a nuisance to adjacent properties or cause excessive light pollution as a result of installation and use of the proposed exterior lighting fixtures. The proposal includes lighting for night play which will require the Applicant to submit a photometric site plan upon building permit submittal that confirms compliance with Chapter 24.16 . 7. If the tennis/sports court is depressed at least 4 feet below the existing grade or the fence is no more than 6 feet above the adjacent grade, then the court may be located to within 5 feet of the side and rear property lines. 12 MISC24-0013 – Tran Residence November 12, 2024 Page 5 of 5 Not applicable: The court is level with the average grade of the home and property. No additionally fencing is proposed. The applicant has provided a setback of greater than 5 feet’ for both side and rear property lines complying with the requirements of PDMC 25.40.070 (1). 8. Design and orientation of sports courts may be subject to ARC review to ensure minimum impacts on adjacent properties. Complies: The court has been designed to ensure minimal impacts on neighboring properties including impacts that would be associated with screening, lighting, noise, and regular play. The location of the court complies with the minimum setback requirements established for new sport courts. A new landscape hedge has been recently planted to screen the court and provide a buffer for noise and a barrier for errant pickleballs from impacting neighboring yards. The court will be used between 7:00 AM and 7:00 PM, which will limit potential impacts caused by noise. Attachments: 1. Project Plans 2. Noise Study 13 14 15 16 17 18 19 20 21 22 23 24 1 Carlos Flores From:Rosi Gray <rosigray@msn.com> Sent:Monday, November 11, 2024 2:11 PM To:Planning E-mail Subject:Fw: Case number MISC 24-0013 Zoom Meeting 11-12-2024 To help protect youMicro so ft Office preautomatic downloadpicture from the Int Regarding the sport court aat 77800 Delaware Place, Palm Desert I sent this email last Friday to the incorrect e mail address. Please see my concerns below regarding the proposed sport court. I live next door to this larg e construction site. The sport court has already been constructed so I understand they are wanting to not build a wall to contain the noise? I tried to call planning to get approval to participate in the zoom meeting, but voicemails are full. I tried to go to the website listed for meeting agenda on letter sent to us, but only got "404 page not found". From: Rosi Gray <rosigray@msn.com> Sent: Friday, November 8, 2024 2:56 PM To: planning@palmdesert.com <planning@palmdesert.com> Subject: Fw: Case number MISC 24-0013 Zoom Meeting 11-12-2024 Regarding the request for a sport court at 77800 Delaware Place, Palm Desert I would like to share these 3 videos with the planning dept when they are considering allowing a pickleball court in a residential backyard. Also see the letter being sent to other planning departments around the country regarding this, as it has become a huge issue. The noise level is very high, and immediate neighbors will be impacted by this excessive and repetitive loud noise. This residence will accommodate at the very least 20 guests at a time. That is a lot of people making noise in the pool, on the court etc. Please consider the neighbors when approving the sport court I did try to call Kenny Taylor as requested on the letter, but the voice mail is still full and not accepting messages. Please let me know how to attend the zoom meeting. Thank You Jeff and Rosi Gray The once tranquil sounds of nature are increasingly being replaced by the incessant clanging of pickleball paddles. This pervasive noise pollution is causing significant distress for residents, their visitors and guests, other park users and even pets living near pickleball courts. Scientific studies have linked exposure to chronic noise pollution to a variety of health problems, including sleep disruption, increased sensitivity to sounds, cardiac and metabolic health issues and other physical and mental health issues such as stress, anxiety, and anger. As pickleball's popularity surges so does the need for stricter regulations to mitigate its negative impact on communities. By implementing zoning restrictions and noise ordinances, we can ensure that pickleball enthusiasts can enjoy their game without disturbing the peace and quiet of their neighbors. 2 It's time for policymakers to prioritize the health and well-being of residents. The community needs to work together to create a harmonious balance between recreation and residential living. https://youtu.be/Jbxc5MMdcb4?si=-neYZS4jD5jfdp93 https://youtu.be/_jIaxJunjCI?si=ZMLqfsf4hj6jS_0M https://youtu.be/k687vsig1uY?si=wmW8K1tjwiAbpbKP MISC 24-0013 TRAN SPORTS COURT PALM DESERT ARCHITECTURAL REVIEW COMMISSION NOVEMBER 12, 2024 1/2/2025 ARC -AGENDA ITEM 6.A. Project Request Project Applicant: John Tran Request for Architectural Review Commission: ◦ Requesting design review approval for a private sports court (Pickleball Court) Project Scope: ◦The court has been designed to ensure minimal impacts on neighboring properties including impacts that would be associated with screening, lighting, noise, and regular play. 1/2/2025 ARC -AGENDA ITEM 6.A. Vicinity Map 1/2/2025 ARC -AGENDA ITEM 6.A. 1/2/2025 ARC -AGENDA ITEM 6.A. * View looking northeast from courtside * View looking southeast from courtside * View looking northwest from courtside * View looking east from property line easement Analysis The project is consistent with the findings of the Palm Desert Municipal Code (PDMC) Section 25.40.070 Private Tennis Courts and Sports Courts. 1.Site location 2.Landscaping 3.Lighting 4.Noise 1/2/2025 Identified as Table 2 in Staff Report ARC -AGENDA ITEM 6.A. 1/2/2025 ARC -AGENDA ITEM 6.A. 1/2/2025 ARC -AGENDA ITEM 6.A. Lighting/Landscaping Noise Analysis 1/2/2025 Distance from source to measurement location (feet) Measured noise level (dBA) Distance Reduction due to distance (dBA) Noise Reduction from Wall (dBA) Resultant Noise level @ Property line (dBA) 20 66 46 -5.0 54 * Complies with the daytime Noise Standard of 55 dBA ARC -AGENDA ITEM 6.A. Public Noticing Notices mailed to all property owners within 300 feet of project site 34 notices mailed Posted in Desert Sun No public comments received 1/2/2025 ARC -AGENDA ITEM 6.A. Recommendation All sports courts are subject to review and approval by the Architectural Review Commission (ARC) pursuant to Palm Desert Municipal Code Section 25.40.070. Staff believes that the required findings can be made with conditions imposed by the Architectural Review Commission to serve as mitigation measures for views, aesthetics, light pollution, and noise. 1/2/2025 ARC -AGENDA ITEM 6.A. Recommendation 1/2/2025 PC -AGENDA ITEM 6.A. Page 1 of 4 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 12, 2024 PREPARED BY: Kenneth Taylor, Associate Planner SUBJECT: CONSIDERATION TO APPROVE AN AMENDMENT TO AN EXISTING COMPREHENSIVE SIGN PROGRAM FOR EL PASEO SQUARE BUILDING G SIGN PROGRAM AT 73495 HIGHWAY 111. RECOMMENDATION: Staff recommends the ARC approve the request to amend the Sign Program for El Paseo Square Building G, determining the requirements of the findings have been met. Executive Summary: Case No: SARC24-0014 (SARC18-0002, Amendment 1) The Applicant, Veterinary Emergency Group, is requesting approval of a n amendment to SARC18-0002: an existing comprehensive sign program for El Paseo Square Building G, an existing building located at 73495 Highway 111 located on Assessor’s Parcel Number (APN) 627-211-025. The existing building is free-standing, with an approximate net floor area of 4,837 square feet. It is part of the El Paseo Square shopping center at the southwest corner of San Pablo Avenue and Highway 111. The proposed amendment to the Sign Program would set new guidelines for sign criteria, including size, location, construction, height, length, and illumination, for all the building wall signs for the Veterinary Emergency Group building as well as the monument sign for the veterinary clinic. BACKGROUND/ANALYSIS: The building signage was originally approved by the Palm Desert City Council on January 24, 2002, under Case No SA01-149 based on an appeal from the Architectural Review Commission denial. The building’s original use was a retail furniture store known as Norwalk Furniture. Over the years, the building's use changed to a financial institution, Wells Fargo Home Mortgage. It was most recently divided into two tenant spaces in 2017: a retail use (“T -Mobile”) and a real estate office. The building is currently vacant. The original Sign Program (Program) was approved by the Architectural Review Commission (ARC) in 2020 under SARC 18-0002. The original program allowed for three (3) exterior wall signs with individual channel letters mounted onto an aluminum ba ck panel totaling between twenty-four (24) and twenty-eight (28) square feet. On May 7, 2024, the City’s Planning 25 SARC24-0014 – Veterinary Emergency Group Sign Program November 12, 2024 Page 2 of 4 Commission approved Case No. CUP24-0001 to approve a request by the Applicant to establish a Veterinary hospital within the building. A. Zoning, General Plan and Adjacent Uses Table 1 – Adjacent Land Use and Designations Existing Uses General Plan Zoning Project Site Vacant Commercial Suite Downtown D.O - Downtown Core North Vacant Downtown D.O – Downtown Core South El Paseo Square Downtown D.O – Downtown Core East Retail/Office/Jensen’s Shopping Center Downtown D.O – Downtown Core West El Paseo Square Downtown D.O – Downtown Core B. Project Description The applicant is submitting a Sign Program amendment related to the new Veterinarian Clinic at the site of the former T-Mobile and Vylla real estate office on the southwest corner of Highway 111 and San Pablo Avenue. The project is a request to revise an existing comprehensive sign program for El Paseo Square, Building G, located at 73495 Highway 111, to allow for the Applicant to establish signage. The revision seeks to provide more flexibility in the design standards for illuminated signs, specifically the illumination type and materials permitted. The following colors and materials are proposed as follows:  White LED lighting lit channel letters.  Reverse channel letters and logo with white acrylic aluminum faces including red and opaque black vinyl letters for building/door signage.  Four (4) tenant wall signs on the north, south, west, and east building elevations.  One (1) tenant panel sign approximately 5.83 to an existing free-standing monument sign.  One digitally printed vinyl graphic window sign. Table 2 – Sign Elements for Wall Elevations Location Letter Depth Returns & Trim Caps Total Length Total Height Front Sign A (West) Letters: 1” Black jewelite trim cap Logo: 1” red jewelite trim cap Letters: 3” black aluminum Logo: 3” red aluminum 10’-9 1/2” 52” Side Sign B (North) Letters: 1” Black jewelite trim cap Logo: 1” red jewelite trim cap Letters: 3” black aluminum return Logo: 3” red aluminum 25’-7 3/8” 22 3/4” 26 SARC24-0014 – Veterinary Emergency Group Sign Program November 12, 2024 Page 3 of 4 Table 3 – Proposed Revisions to Existing Sign Program Sign (# Per Sheet 2) Proposed Square Footage PDMC Allowance PDMC Conformance A 46. 76 Sq Ft 50 Yes B 47.76 Sq Ft 50 Yes C 47.76 Sq Ft 50 Yes D 46. 76 Sq Ft 50 Yes The proposed signage meets the PDMC Section 25.56.070 sign area criteria. As proposed, the sign program will have a maximum of 47.76 square feet of sign area per sign, which is below the maximum 50 square feet allowance for the building sign area. Therefor e, the proposed sign program conforms to the standards of the PDMC Sign ordinance. Zoning Ordinance Summary: A comprehensive sign program is required when three (3) or more signs are proposed for a single tenant per Palm Desert Municipal Code (PDMC) Section 25.56.100(B)(2). The Architectural Review Commission (ARC) is the approving authority for comprehensive sign programs per PDMC Section 25.68.060 (C). ARC approval is required for all comprehensive sign programs per Palm Desert Municipal Code (PDMC) Section 25.56.100 (E). Findings in support of the project are listed below: A comprehensive sign program shall comply with the following findings: 1. The proposed sign program shall comply with the purpose and intent of this chapter , including the design criteria. The purpose and intent of Chapter 25.56 (Sign Ordinance) is to provide visually attractive signage, which affords each user adequate identification while guarding against excessive advertising. It also ensures that signs harmonize with the build ing and neighboring signs. The existing sign program for the El Paseo Square Building G Sign Side Sign C (East) Letters: 1” Black jewelite trim cap Logo: 1” red jewelite trim cap Letters: 3” black aluminum return Logo: 3” red aluminum 25’-7 3/8” 22 3/4” Rear Sign D (South) Letters: 1” Black jewelite trim cap Logo: 1” red jewelite trim cap Letters: 3” black aluminum return Logo: 3” red aluminum 10’-9 1/2” 52” 27 SARC24-0014 – Veterinary Emergency Group Sign Program November 12, 2024 Page 4 of 4 Program establishes standards for sign location, sign area, letter heights, materials, and illumination. The amended sign program has created a consistent design standard, allowing the different tenant signs throughout the complex to exist harmoniously. The proposed revisions to the sign program would allow for greater flexibility in materials and illumination. 2. The proposed signs enhance the overall development and are in harmony with other signs included in the plan with the structures they identify and with surrounding development. The proposed revisions to the sign program would enhance the overall development given its proximity to commercial uses and the character of the adjacent uses within the City’s downtown. The proposed sign program is necessary for the tenant’s business and as proposed, ensures each sign is proportional to the scale of the building. The tenant wall signs are in harmony as each sign proposes to use matching illuminated cabinets with channel letters. 3. The comprehensive sign program contains provisions to accommodate future revisions that may be required because of changes in use or tenants. The sign program shows the placement of signs on the building and provides specific maximum area limitations for each sign on each elevation. The placement, size, and construction of the signs can be referenced or updated should tenant s request modifications in the future. Future modifications to the building will require review of proposed signs against this sign program. 4. The comprehensive sign program complies with the standards of this chapter, except that flexibility is allowed with regard to sign area, number, location, and/or height to the extent that the signs proposed under the comprehensive sign program will enhance the overall development, achieve superior quality design, and will more fully accomplish the purposes of this chapter. PDMC Section 25.56.070 establishes allowed signage areas for commercial signage. The street frontage is permitted to have a maximum signage area of approximately 50 square feet. As proposed, the sign program will feature a maximum of 47.76 square feet of sign area per sign, which is below the maximum allowance for the building. The proposed building wall signs are between 46.76 and 47.76 square feet of sign area. The program creates a quality design that is cohesive and attractive in the area. ATTACHMENTS: 1. Sign Program Plans 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 SARC 24-0014 VETERINARY EMERGENCY GROUP PALM DESERT ARCHITECTURAL REVIEW COMMISSION NOVEMBER 12, 2024 1/2/2025 ARC -AGENDA ITEM 6.B. Project Request Project Applicant: Veterinary Emergency Group Request for Architectural Review Commission: ◦ Request to amend the Sign Program for EL Paseo Square Building G Project Scope: ◦The proposed amendment to the Sign Program would set new guidelines for sign criteria, including size, location, construction, height, length, and illumination, for all signs onsite. 1/2/2025 ARC -AGENDA ITEM 6.B. Vicinity Map 1/2/2025 ARC -AGENDA ITEM 6.B. 1/2/2025 ARC -AGENDA ITEM 6.B. 1/2/2025 ARC -AGENDA ITEM 6.B. 1/2/2025 ARC -AGENDA ITEM 6.B. 1/2/2025 ARC -AGENDA ITEM 6.B. 1/2/2025 ARC -AGENDA ITEM 6.B. Analysis Proposed sign approval would set the guidelines for sign criteria to the Palm Desert Municipal Code 25.56.070 sign area criteria. 1/2/2025 ARC -AGENDA ITEM 6.B. 1/2/2025 ARC -AGENDA ITEM 6.A. 1/2/2025 ARC -AGENDA ITEM 6.A. 1/2/2025 ARC -AGENDA ITEM 6.B. 1/2/2025 ARC -AGENDA ITEM 6.B. Recommendation Staff recommends that the ARC determine the requirements of the findings have been met and approve the purposed comprehensive sign program per PDMC Section 25.68.060(C): 1.Any modifications required by the ARC should be added to the motion as conditions of approval 1/2/2025 ARC -AGENDA ITEM 6.B. Page 1 of 7 RCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 12, 2024 PREPARED BY: Carlos Flores, AICP, Principal Planner SUBJECT: CONSIDERATION TO APPROVE A DESIGN REVIEW FOR A NEW ROVE ELECTRIC VEHICLE STATION WITH A 4,500 SQUARE FOOT MARKET WITHIN THE MONTEREY CROSSINGS SPECIFIC PLAN RECOMMENDATION: Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review, subject to the following conditions: 1) The Applicant shall provide a final photometric plan with renderings, that prove conformance with the Palm Desert Municipal Code Section 24.16.035 2) All equipment shall be screened from public view. 3) The Applicant shall comply with all conditions of approval provided by the City’s Land Development Division. BACKGROUND/ANALYSIS: Rove Operating (Applicant) is proposing a new “Rove” electric vehicle charging station, complete with a 4,500 square foot (SF) market, restrooms, and lobby area for customers to use as they utilize electric vehicle charging stations onsite , located at the northeast corner of Dinah Shore Drive and Monterey Avenue, within Monterey Crossings. Executive Summary:  Case No.: Design Review 24-0006 (DR24-0006) On June 8, 2017, the City Council (Council) adopted Ordinance 1323, and on May 25, 2017, adopted Resolution 2017-38, and Resolution 2017-39, which approved Specific Plan, Precise Plan, Conditional Use Permit, and Environmental Assessment 16-188 and Tentative Parcel Map 37157 for the Monterey Crossings project. This project included an 18 -acre mixed-commercial center located at the northeast corner of Monterey Avenue and Dinah Shore Drive for the development of drive-through restaurants, shop and retail buildings, a potential automotive dealership, and a future four-story hotel spread out over eleven (11) parcels throughout the 18 - acre development. The Specific Plan established the existing conditions of the site, existing and proposed street circulation patterns, land use and site plan, development standards, and design criteria for the development of four (4) distinct districts within the 18 -acre Specific Plan project site. The following four (4) districts were established: A restaurants and shop/retail district, a Hotel district, a major retail district, and a northeast district. Figure 1 below shows the original site plan approved within the Specific Plan. 49 Architectural Review Commission City of Palm Desert DR24-0007 Rove Charging Page 2 of 7 Figure 1 – Monterey Crossings Specific Plan Site Plan The southwest corner of the project site has been developed, as well as one additional building pad adjacent to Dinah Shore, complete with internal driveways and perimeter landscaping on the south and west perimeters. A total of five (5) buildings have been constructed which includes: two (2) multi-tenant retail buildings, two (2) drive-through buildings, and a drive-through carwash. Monument signage has been installed off Dinah Shore Drive and on the north part of the project site. The areas to the north and east of the constructed developments remain vacant. The area directly west of this project site was recently approved for a new Townplace Suites hotel. The Specific Plan and Precise Plan conditions of approval establish that development of pads within Monterey Crossings are subject to Design Review approved by the City’s Architectural Review Commission. Project Summary: The project is a Design Review request by the Applicant for approval of architecture and landscaping for the “Rove” project: A 4,500-sf market to support electric vehicle parking stalls within Monterey Crossings. The project will include 22,999 sf of landscaping, a total of sixty (60) parking stalls which includes forty (40) electric vehicle charging stalls, and pedestrian connections to adjoining properties within Monterey Crossings. A. Property Description The project site (Site) is a 2.30-acre vacant parcel within the Monterey Crossings specific plan. The area is identified in the Specific Plan for mixed commercial retail developments. 50 Architectural Review Commission City of Palm Desert DR24-0007 Rove Charging Page 3 of 7 Figure 2 – Project Site B. Zoning, General Plan and Adjacent Uses Table 1 – Adjacent Land Use and Designations Existing Uses General Plan Zoning Project Site Vacant Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) North Vacant/Interstate 10 Freeway Outside City Limits Outside City Limits South Existing Commercial Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) East Vacant Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) West Vacant Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) 51 Architectural Review Commission City of Palm Desert DR24-0007 Rove Charging Page 4 of 7 C. Project Description Site Plan The Site Plan (Figure 3 below) shows the building location and orientation, vehicle and pedestrian access, and parking. The Specific Plan established internal vehicular circulation throughout the Specific Plan. The existing commercial land uses adjacent to Dinah Shore Drive constructed portions of this internal vehicular circulation and vehicular access for entering and exiting off Dinah Shore. The project would use the existing access off Dinah Shore Drive to access the Project Site and connect with existing internal drive aisle s directly south of the Project Site. Drive aisles would be constructed on the west, east and south part of the Site to connect to the existing vehicular circulation and would be shared with future development to the west and east. Figure 3 – Site Plan Architecture The proposed architecture of the 4,500-sf market building (Building) is characterized by a desert contemporary design, incorporating varying flat roofs, awnings, and an open trellis. The Building proposes a three (3) tone color palette including: “Pediment”, “Snowboard” and “Clove”. The building will have a stucco finish, incorporate a Coronado Stone Inlay, “Vitro Opti-Blue” glazing, a metal awning and aluminum storefronts. Parapets on the roof are designed to screen mechanical equipment and return on the roof to be four sided elements. 52 Architectural Review Commission City of Palm Desert DR24-0007 Rove Charging Page 5 of 7 Figure 4 – Rendering The project will also include an equipment enclosure area on the west side of the project measuring 72’-10” in length and 40’-9” in width that will hold all of the necessary electrical equipment. This area is proposed to be screened by a combination wall i ncorporating a 4’ high block wall and a 6’ high “Artic Blue Bufftech” fence. The Project will also include 21’-8” tall metal carports covering parking stalls and electric vehicle charging areas. Landscaping The project will include 22,999 sf of landscaping, including on the north and south perimeters of the project. The project will install Palo Verde and Desert Ironwood trees, a variety of drought tolerant shrubs, and ground covers. The project utilizes a plant palette that is consistent with the Monterey Crossings Specific Plan plant palette. Zoning Ordinance Summary: ARC approval of proposed Design Review applications within the Specific Plan is required per the conditions of approval of City Council Resolution No. 2017-38. Findings for ARC decisions are listed under PDMC Section 25.68.040 – Findings of the ARC. Table 2 outlines conformance of the proposed project with the Specific Plan. Table 2 – Development Standard Conformance Summary Development Standard SPECIFIC PLAN STANDARD PROJECT CONFORMS Landscape Coverage 20% 23% Yes Building Coverage 40% 4.5% Yes Maximum Height 35’ 23’ Yes 53 Architectural Review Commission City of Palm Desert DR24-0007 Rove Charging Page 6 of 7 Findings Findings in support of the project are listed below: To approve a design review application, the ARC shall find the following: A. That the proposed development conforms to any legally adopted development standards. The proposed development conforms with the standards for the Monterey Crossings Specific Plan, as outlined in Table 2 above. This includes meeting standards on coverage and height. The project meets the architectural and landscaping Design Guidelines of th e Monterey Crossings Specific Plan. As outlined in the Specific Plan guidelines, the project proposes a desert contemporary modern architecture with varying wall planes, roof lines, and façade modulations. B. That the design and location of the proposed development and its relationship to neighboring existing or proposed developments and traffic is such that it will not impair the desirability of investment or occupation in the neighborhood; and that it will not unreasonably interfere with the use and enjoym ent of neighboring existing or proposed developments and that it will not create traffic hazards or congestion. The proposed project is within the Monterey Crossings Specific Plan and is surrounded by commercial uses, existing streets, and vacant uses planned for commercial. The design of the project, including land use and site design, was previously analyzed, and approved with the Monterey Crossings Specific Plan and does not currently propose a project that differs from the original intent and approval. The project has been analyzed for potential traffic impacts in the adopted Mitigated Negative Declaration for the Monterey Crossings Specific Plan and will be required to meet all mitigation measures and conditions required. C. That the design and location of the proposed development is in keeping with the character of the surrounding neighborhood and is not detrimental to the harmonious, orderly, and attractive development contemplated by this title and the General Plan of the City. The proposed project blends well with the surrounding neighborhood by incorporating a modern desert contemporary design and utilizes a color and landscaping palette that is harmonious with surrounding development, including the Monterey Crossings Specific Plan. The design of the building includes flat roofs, varying roof and wall planes, and façade modulations, which adds to the character of the area. D. That the design and location of the proposed development would provide a desirable environment for its occupants, as well as fo r its neighbors, and that it is aesthetically of good composition, materials, textures, and colors. 54 Architectural Review Commission City of Palm Desert DR24-0007 Rove Charging Page 7 of 7 The proposed design utilizes durable finishes and features a quality contemporary style characterized by stone veneer, metal canopies, and desert compatibl e colors. The buildings provide for a quality visual aesthetic along Monterey Avenue, Interstate 10 Freeway, and within the Monterey Crossings Specific Plan. The project also includes extensive onsite landscaping along perimeter frontages and pedestrian an d vehicular connectivity to surrounding developments. E. That the proposed use conforms to all the requirements of the zone in which it is located and all other applicable requirements. The proposed development conforms with all development standards of the underlying Monterey Crossings Specific Plan. The Monterey Crossings Specific Plan established this project site for development of a mixed use commercial including retail. This project meets the intent, layout, development standards, use, and design as es tablished by the Specific Plan. F. That the overall development of the land shall be designed to ensure the protection of the public health, safety, and general welfare. The site plan and grading plan have been reviewed to confirm the design provides protection of the public’s health, safety, and general welfare. The site is adequately serviced by utilities and the grading plan reviewed in accordance with City requirements. The project falls in line with the design analyzed and approved within the Monterey Crossings Specific Plan. ATTACHMENTS: 1. Project Plans 55 56 ROVE DINAH SHORE DR- PALM DESERT DINAH SHORE DRIVE & MONTEREY AVE., PALM DESERT, CALIFORNIA IRV24-0017-00 AUGUST 22, 2024 PRECISE PLAN SUBMITTAL DISCLAIMER: THIS CONCEPTUAL DESIGN IS BASED UPON A PRELIMINARY REVIEW OF ENTITLEMENT REQUIREMENTS AND ON UNVERIFIED AND POSSIBLY INCOMPLETE SITE AND/OR BUILDING INFORMATION, AND IS INTENDED MERELY TO ASSIST IN EXPLORING HOW THE PROJECT MIGHT BE DEVELOPED. SIGNAGE SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND DOES NOT NECESSARILY REFLECT MUNICIPAL CODE COMPLIANCE. WM ARCHITECTS, INC. WM ARCHITECTS, INC. IRV24-0017-00 SEPTEMBER 05, 2024OCTOBER 04, 2024OCTOBER 25, 2024 57 SHEET 14.06.2024 IRV24-0017-00 Site Section / Elevation Rove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 05.09.2024 A1.0 Site Plan IRV24-0017-00 10.04.202410.25.2024 FIRE LANE (HATCHED) LEGEND ACCESSIBLE PATH OF TRAVEL. 1:20 MAX. SLOPE, 2% MAX. CROSS SLOPE. 58 SHEET 14.06.2024 IRV24-0017-00 Site Section / Elevation Rove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 05.09.2024 A2.0 Enlarged Site Plan A5.0 1 PAINTED PARKING STRIPE - TYP. LANDSCAPING - SEE LANDSCAPE PLAN WHEEL STOP - TYP. METAL CANOPY COLUMN - TYP. DASHED LINE OF EVSC CLEARANCE - TYP. EV SUPPLY EQUIPMENT SPECIFICATION IS SUBJECT TO CHANGE DASHED LINE OF METAL CANOPY ABOVE. CONCRETE EVSC PAVING AREA, FLUSH WITH VEHICULAR PAVING - TYP. PEDESTRIAN PAVING - SEE SITE PLAN BIKE RACK CANOPY OUTLINE (REFER TO ROOF PLAN FOR CANOPY DESIGN)PEDESTRIAN PAVING ELECTRIC VEHICLE CHARGING STATION (EVCS) CANOPY PLAN BATTERY UNIT, TYP OF TWOTRANSFORMER WITH 10'X12' SLAB BOX, TYP. OF TWO DECORATIVE FENCING 7'X14' VAULT WITH MOD. TOP 1, 5-6 WAY GAS SWITCH UNDERGROUND SLAB BOX BY UTILITY SIDEWALK LANDSCAPE SCREENING PER UTILITY CLEARANCE REQUIREMENTS BYPASS SWITCH WITH 8'X10' SLAB BOX, TYP. OF TWO VFI WITH 6'X8'6" SLAB BOX, TYP. OF TWO MAIN DISTRIBUTION PANEL, TYP. OF TWO 1 A5.0A4.0 1A5 . 0 1 A5.0A4.0 A4.0 3 2 13 BUFFTECH FENCING BY BARRETTE OUTDOOR LIVING. COLOR - ARCTIC BLEND IRV24-0017-00 10.04.202410.25.2024 59 SHEET 14.06.2024 IRV24-0017-00 Site Section / Elevation Rove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 05.09.2024 A3.0 Site Section/Elevation METAL CANOPY METAL CANOPY COLUMN - TYP. EVSE - TYP. EVSE METAL BOLLARD - TYP. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE) ELEVATION ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE) ELEVATION METAL CANOPY METAL CANOPY COLUMN - TYP. EVSE - TYP. SPECIFICATION IS SUBJECT TO CHANGE FINISH FLOOR ELEV.FINISH FLOOR ELEV. ABBREVATIONS: GRADE LVL Grade Level TC Top of Curb FFE Finished Floor Elevation FG Finish Grade FF Finish Floor Elevation LANDSCAPE AREA FG = 0'-0" MECHANICAL RTU BEYOND, BEHIND HIGHEST PARAPETS METAL AWNING FF = + 0'-9" TC = +0'-5"5" CURB HT. TYP. TC = +0'-9" CANOPY TC = +0'-5" NO PARKING AREA SIDEWALK LINE OF SIGHT LANDSCAPE AREA LANDSCAPE AREA BUFFTECH FENCING BY BARRETTE OUTDOOR LIVING. COLOR - ARCTIC BLEND HOTEL SITE EVSE - TYP. SPECIFICATION IS SUBJECT TO CHANGE MAIN DISTRIBUTION PANEL BATTERY EQUIPMENT TOP OF PARAPET BEYOND +23'-0" TOP OF PARAPET +21'-0" TOP OF ROOF +20'-0" A5.0 3 IRV24-0017-00 10.04.202410.25.2024 60 SHEET 14.06.2024 IRV24-0017-00 Site Section / Elevation Rove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 A4.0 SCALE: 1'-0" = 3/16"1EQUIPMENT ENCLOSURE ELEVATION SCALE: 1/4" = 1'-0"2CANOPY ELEVATION AT EAST FACADE SCALE: 1/4" = 1'-0"3CANOPY ELEVATION AT NORTH FACADE PARAPET HT +/- 23'-0" FINISH GRADE ELEVATION +/- 0'-0" PARAPET HT +/- 23'-0" TOP OF CANOPY ELEVATION +/- 11'-0" FINISH GRADE ELEVATION +/- 0'-0" BUILDING FACADE - SEE EXTERIOR ELEVATIONS PAINTED METAL OPEN-TRELLIS CANOPY PAINTED METAL CANOPY POST - TYP. BUILDING FACADE - SEE EXTERIOR ELEVATIONS PAINTED METAL OPEN-TRELLIS CANOPY PAINTED METAL CANOPY POST - TYP. TOP OF CANOPY ELEVATION +/- 11'-0" WITH 10'X12' SLAB BOX +/- 8'-0" BYPASS SWITCH WITH 8'X10' SLAB BOX +/- 8'-0" VFI WITH 6'X8' 6" SLAB BOX +/- 8'-0" MAIN DISTRIBUTION PANEL +/- 11'-0" WALL ENCLOSURE HT +/- 12'-0" FINISH GRADE ELEVATION +/- 0'-0" LANDSCAPE AREA DESIGN PER LANDSCAPE SITE PLAN 05.09.2024 BATTERY TRANSFORMER WITH 10'X12' SLAB BOX +/- 8'-0" BYPASS SWITCH WITH 8'X10' SLAB BOX +/- 8'-0" VFI WITH 6'X8' 6" SLAB BOX +/- 8'-0" BUFFTECH FENCING BY BARRETTE OUTDOOR LINING. COLOR - ARCTIC BLEND BATTERY UNIT +/- 9'-2" FINISH GRADE ELEVATION +/- 0'-0" LANDSCAPE AREA DESIGN PER LANDSCAPE SITE PLAN WALL ENCLOSURE HT +/- 4'-0" FENCE ENCLOSURE HT +/- 10'-0" WALL ENCLOSURE IRV24-0017-00 10.04.202410.25.2024 61 SHEET 14.06.2024 IRV24-0017-00 Site Section Rove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 A5.0 SCALE: 1/4" = 1'-0"1ELEVATION " 19'-0" TYP. 10 ' - 0 " T Y P . +/- 36" 4'-6" +/ - 2 4 " 1 A5.0A5.0 2 WHEEL STOP VEHICULAR PAVING - SEE SITE PLAN 21 ' - 8 " METAL CANOPY ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE): +/- 5FT HT., FLOOR MOUNTED. SPECIFICATION IS SUBJECT TO CHANGE METAL BOLLARD - TYP. WHEEL STOP 3BATTERY EQUIPMENT ENCLOSURE SECTION SCALE: 1/4" = 1'-0"2EVSC STALL SECTION SCALE: 1/4" = 1'-0" 1 A5.0A5.0 2 EVSE - TYP. SPECIFICATION IS SUBJECT TO CHANGE (EVSE): +/- 5FT HT., FLOOR MOUNTED. METAL BOLLARD - TYP. DASHED LINE OF EVCS CLEARANCES CONCRETE PAVEMENT FINISH GRADE PER SITE PLAN. TYPICAL ELECTRICAL VEHICLE CHARGING STATION (EVCS) PLAN PAINTED METAL CANOPY COLUMN. VEHICULAR PAVING - SEE SITE PLAN PAINTED PARKING STRIPE - TYP. ELECTRIC VEHICLE CHARGING STATION (EVCS) SECTION 12 ' - 0 " 11 ' - 0 " DECORATIVE FENCE ENCLOSURE BATTERY EQUIPMENT LANDSCAPE AREA - SEE LANDSCAPE PLAN PEDESTRIAN PAVING - SEE SITE PLAN VEHICULAR PAVING - SEE SITE PLAN VEHICULAR PAVING - SEE SITE PLAN MAIN DISTRIBUTION PANEL BATTERY EQUIPMENT DECORATIVE FENCE ENCLOSURE 1 A5.0A5.0 2 1 A5.0A5.0 2 05.09.2024 9' - 2 " 7' - 6 " 9' - 2 " 4' - 0 " 6' - 0 " 4' - 0 " 6' - 0 " BATTERY EQUIPMENT LANDSCAPE AREA - SEE LANDSCAPE PLAN PEDESTRIAN PAVING - SEE SITE PLAN VEHICULAR PAVING - SEE SITE PLAN VEHICULAR PAVING - SEE SITE PLAN MAIN DISTRIBUTION PANEL BATTERY EQUIPMENT BUFFTECH FENCING BY BARRETTE OUTDOOR LIVING COLOR - ARCTIC BLEND WALL ENCLOSURE IRV24-0017-00 10.04.202410.25.2024 62 WH V 98 SF ELEC 1,985 SF RETAIL 651 SF LOUNGE 70 SF ROVE OFFICE 864 SF PATIO SEATING 45 SF R.R. SEATING LAYOUT T.B.D. 50 SF IT 45 SF JAN. 45 SF R.R. 99 SF GELSONS OFFICE 82 SF FAMILY R.R. 76 SF R.R. 312 SF WALK-IN COOLER 418 SF STORAGE 6' - 0 " 6'-0" CANOPY POST - TYP. LINE OF AWNING ABOVE - TYP. LINE OF CANOPY - TYP. 20'-0"17'-0"20'-0"20'-0" 4' - 0 " OLF: 1/300 OCCUP: 2 OLF: 1/150 OCCUPANTS: 1 37 21' 4 1/2"9' 1 3 / 4 " 9' 1 3 / 4 " 17' 1 / 2 " 21' 4 1/2" 18' 2 1/4" 24 ' 1 0 " 11' 7 1 / 2 " 47 APPLICABLE CODES: CITY: City of Palm Desert Municipal Code BUILDING: 2022 California Building Code CHAPTER 3 - OCCUPANCY CLASSIFICATION AND USE: OCCUPANCY TYPE: CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS: BUILDING HEIGHT (CBC,Table 504.3) M Mercantile CHAPTER 10 - MEANS OF EGRESS: TOTAL OCCUP. OLF: 1/300 OCCUP: 2 OLF: 1/60 OCCUP: 34 OLF: 1/15 OCCUP: 44 OLF: 1/300 OCCUP: 1 OLF: 1/150 OCCUP: 1 OLF: 1/300 OCCUP: 1 OLF: 1/300 OCCUP: 1 ABBREVATIONS: OLF Occupancy Load Factor OCCUP Occupants 80 ' M A X T R A V E L D I S T A N C E 36"x16"36"x16" 36"x16"36"x16" 36"x16" 36"x16" 91" Panama NOVUM MD685R SCMD685R SC REVEAL 4' SC REVEAL 4' SC NM4855RSSV SC NM7255RSSV SCNM4855RSSV SCNM7255RSSV SC NM4855RSSV SC NM7255RSSV SCNM4855RSSV SCNM7255RSSV SC MD485R SC MD485R SC 24 " X 8 " 24 " X 8 " 34.7"X 23.6" 54 ' 7 " M A X T R A V E L D I S T A N C E REQUIRED ACCESSIBLE EXIT EXIT DIRECTION OF TRAVEL. MAXIMUM TRAVEL DISTANCE. LEGEND: TOTAL OCCUPANT LOAD.0USE:Electric Vehicle Charging Facility, Market. ALLOWABLE PROPOSED: NUMBER OF STORIES (CBC, Table 504.4) BUILDING AREA (CBC, Table 506.2) CONSTRUCTION TYPE:Type VB 60'-0" 21'-0" 2 STORIES 1 STORY 36,000 SF 4,500 SF SPRINKLER CONDITION:Sprinklered OC C U P A N C Y (N ) G R O S S A R E A ( S F ) (F ) A R E A P E R O C C . FA C T O R 1 0 0 4 . 1 (O L ) = N / F O C C U P A N T LO A D NU M B E R O F E X I T S RE Q U ' D 1 0 0 6 DO O R ( A N D O T H E R EG R E S S C O M P O N E N T S ) WI D T H R E Q ' D 1 0 0 5 . 3 . 2 NU M B E R O F 3 2 " C L R . EX I T S P R O V I D E D ( P E R PL A N ) NU M B E R O F 4 4 " C L R . EX I T S P R O V I D E D ( P E R PL A N ) NU M B E R O F 6 4 " C L R . EX I T S P R O V I D E D ( P E R PL A N ) TO T A L D O O R W I D T H PR O V I D E D 4330 60 72 1 72*.15 11" 1 -1 96"M EX C E P T I O N 1 16 ' 8 " 12 ' 3 " TOTAL OCCUP. SHEET 14.06.2024 IRV24-0017-00 Architectural Floor Plan Rove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 NORTH02'4'8'16' 1/4"=1'-0" 05.09.2024 A6.0 IRV24-0017-00 10.04.202410.25.2024 63 05.09.2024 MECHANICAL EQUIPMENT - TYP. RTU RTU RT U RTU ROOF HATCH TOP OF ROOF + 20'-0" TOP OF PARAPET + 21'-0" TOP OF PARAPET + 23'-0" METAL CANOPY TOP OF PARAPET + 23'-0" TOP OF PARAPET + 21'-0" TOP OF AWNING + 11'-0" TOP OF CANOPY + 11'-0" 1A5 . 0 A3.0 1 1A5 . 0 A3.0 1 TOP OF PARAPET + 23'-0" IRV24-0017-00 10.04.202410.25.2024 64 SHEET 14.06.2024 IRV24-0017-00 Perspective View Rove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 A5.0A8.005.09.2024 IRV24-0017-00 10.04.202410.25.2024 65 SHEET 14.06.2024 IRV24-0017-00 Perspective View Rove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 A6.0A9.005.09.2024 IRV24-0017-00 10.04.202410.25.2024 66 SHEET 14.06.2024 IRV24-0017-00 Architectural Elevations Rove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 A7.0 KEYNOTES 1 PAINTED STUCCO THE STRAND 2 PAINTED STUCCO PCH gREY 3 PAINTED STUCCO/METAL AWNING DARK BRONZE 4 ALUMINUM STOREFRONT BLACK ANODIZED 5 GLAZING VITRO OPTI-BLuE 6 CORONADO STONE INLAY SAND CANYON FLAgSTONE PALOMAR BLEND 7 SIGNAGE 8 PAINTED METAL CANOPY DARK BRONZE SCALE: N.T.S PAINT - SHERWIN WILLIAMS SW9605 CLOVE PAINT - SHERWIN WILLIAMS SW9605 CLOVE PAINT - SHERWIN WILLIAMS SW9605 CLOVE PAINT - SHERWIN WILLIAMS SW 7004 SNOWBOARD PAINT - SHERWIN WILLIAMS SW7634 PEDIMENT A10.005.09.2024 TOP OF AWNING 11’-0” TOP OF PARAPET 23’-0” FINISH GRADE 0’-0” FINISH GRADE 0’-0” FINISH GRADE 0’-0” FINISH GRADE 0’-0” 1 27 736 3 8 6 45 NORTH ELEVATION SCALE: 1/16” = 1-0” SOUTH ELEVATION SCALE: 1/16” = 1-0” EAST ELEVATION SCALE: 1/16” = 1-0” WEST ELEVATION SCALE: 1/16” = 1-0” IRV24-0017-00 10.04.202410.25.2024 67 SHEET 14.06.2024 IRV24-0017-00 Exterior Material Board Rove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 A8.0 1 PAINTED STUCCO THE STRAND 2 PAINTED STUCCO PCH gREY 3 PAINTED STUCCO/METAL AWNING DARK BRONZE 4 ALUMINUM STOREFRONT 5 GLAZING VITRO OPTI-BLuE 6 CORONADO STONE INLAY SAND CANYON FLAgSTONE PALOMAR BLEND 1 27 736 3 845 WEST ELEVATION 7 SIGNAGE 8 PAINTED METAL CANOPY DARK BRONZE PAINT - SHERWIN WILLIAMS SW 7004 SNOWBOARD PAINT - SHERWIN WILLIAMS SW7634 PEDIMENT PAINT - SHERWIN WILLIAMS SW9605 CLOVE PAINT - SHERWIN WILLIAMS SW9605 CLOVE A11.0 BLACK ANODIZED PAINT - SHERWIN WILLIAMS SW9605 CLOVE 05.09.2024 IRV24-0017-00 10.04.202410.25.2024 68 PRIVATE ROAD B RAILROAD & INTERSTATE 10 PROPOSED BUILDING PLANT SCHEDULE TREES SYMBOL BOTANICAL NAME COMMON NAME SIZE / FORM HT. X SPRD. X CAL. (MIN) WATER USE DESCRIPTION CERCIDIUM 'DESERT MUSEUM'PALO VERDE 24" BOX MULTI. 5'H X 3'W X 1"C L FLOWERING TREE OLNEYA TESOTA DESERT IRONWOOD 24" BOX MULTI.4'H X 2.5'W L FLOWERING TREE SHRUBS, GRASSES, & GROUNDCOVERS SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE SPACING WATER USE DESCRIPTION AGAVE AMERICANA CENTURY PLANT 5 GAL.48" O.C.L SUCCULENT ACCENT BACCHARIS 'CENTENNIAL'COYOTE BUSH 5 GAL.48" O.C.L EVERGREEN GROUNDCOVER BULBINE FRUTESCENS ORANGE BULBINE 5 GAL.36" O.C.L FLOWERING SHRUB CAESALPINIA MEXICANA MEXICAN BIRD OF PARADISE 5 GAL.36" O.C.L FLOWERING SHRUB ENCELIA FARINOSA BRITTLEBUSH 5 GAL.36" O.C.L FLOWERING SHRUB ECHINOCACTUS GRUSONII GOLDEN BARREL CACTUS 5 GAL.36" O.C.L SUCCULENT ACCENT FOUQUIERIA SPLENDENS OCOTILLO 5 GAL.48" O.C.L UPRIGHT ACCENT HESPERALOE PARVIFLORA RED YUCCA 5 GAL.36" O.C.L UPRIGHT ACCENT LEUCOPHYLLUM LANGMANIAE 'LYNN'S LEGACY' TEXAS SAGE 5 GAL.48" O.C.L FLOWERING SHRUB LARREA TRIDENTATA CREOSOTE BUSH 5 GAL.36" O.C.L FLOWERING SHRUB WATER USE KEY: VL = VERY LOW WATER USE, L = LOW WATER USE, M = MODERATE WATER USE, H = HIGH WATER USE. WATER USE STATED IS PER 'WATER USE CLASSIFICATION OF LANDSCAPE SPECIES' (ALSO REFERRED TO AS WUCOLS IV) FOR THE CITY OF PAM NORTH010'20'40'80' 1"=20'-0" SHEETRove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 SCHEME: IRV24-0017-00 10.04.2024 LEGEND PROPERTY LINE ENHANCED PAVING AT THE PATIO SIDEWALK DROUGHT TOLERANT LANDSCAPE WITH DG GROUNDCOVER SHADE STRUCTURES TRASH ENCLOSURE TRANSFORMER UTILITY YARD ENTRANCE / EXIT EV CHARGING STATION BIKE PARKING PRIVACY FENCE PER ARCHITECTURE PLAN 1 2 3 4 5 8 9 10 11 1 1 1 2 3 3 4 4 4 4 5 5 6 7 10 7 9 8 6 7 11 3 5 10 Preliminary Planting Plan L1.1 12 12 4 4 1 IRV24-0017-00 10.04.2024 69 SHEETRove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 SCHEME: IRV24-0017-00 10.04.2024 Plant Material Imagery L2.1 AG A V E A M E R I C A N A / C E N T U R Y P L A N T BA C C H A R I S ' C E N T E N N I A L ' / C O Y O T E B U S H BU L B I N E F R U T E S C E N S / O R A N G E B U L B I N E HE S P E R A L O E P A R V I F L O R A / R E D Y U C C A LE U C O P H Y L L U M L . ' L Y N N ' S L E G A C Y ' / T E X A S S A G E LA R R E A T R I D E N T A T A / C R E O S O T E B U S H CA E S A L P I N I A M E X I C A N A / M E X I C A N B I R D O F P A R A D I S E EN C E L I A F A R I N O S A / B R I T T L E B U S H EC H I N O C A C T U S G R U S O N I I / G O L D E N B A R R E L C A C T U S FO U Q U I E R I A S P L E N D E N S / O C O T I L L O SH R U B S TR E E S OL N E Y A T E S O T A / D E S E R T I R O N W O O D CE R C I D I U M ' D E S E R T M U S E U M ' / P A L O V E R D E 70 PRIVATE ROAD B RAILROAD & INTERSTATE 10 PROPOSED BUILDING LANDSCAPE CALCULATIONS GROSS LOT AREA: 100,145 S.F. GROSS BUILDING AREA: 4,500 S.F. PROPOSED LANDSCAPE AREA: 24,086 S.F. OVERALL LANDSCAPE COVERAGE: 24% REQUIRED MINIMUM PARKING AREA TO BE LANDSCAPED: 15% (OR 1,622 S.F.) PROVIDED PARKING AREA TO BE LANDSCAPED: 19% (OR 2,110 S.F.) =8,859 SF. (.20 AC) = 50% (OR 5,407 S.F.) = 10,814 S.F. (.25 AC) 8,859 S.F. TOTAL PARKING STALL AREA 10,814 S.F. PARKING STALL SHADE CALCULATION SHADE AND PAVING LEGEND REQUIRED % OF PARKING STALL AREA TO BE SHADED. PROVIDED SQUARE FOOTAGE OF PARKING STALL AREA TO BE SHADED. PROVIDE % OF PARKING STALL AREA SHADED BY TREE AND SHADE STRUCTURE. = 82% (.12 AC) SHADE PROVIDED BY SHADE STRUCTURE AND TREES AT 10 YEARS GROWTH PLANT SCHEDULE TREES SYMBOL BOTANICAL NAME COMMON NAME SIZE / FORM HT. X SPRD. X CAL. (MIN) WATER USE DESCRIPTION CERCIDIUM 'DESERT MUSEUM'PALO VERDE 24" BOX MULTI. 5'H X 3'W X 1"C L FLOWERING TREE OLNEYA TESOTA DESERT IRONWOOD 24" BOX MULTI.4'H X 2.5'W L FLOWERING TREE NORTH010'20'40'80' 1"=20'-0" SHEETRove Palm Desert DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 SCHEME: IRV24-0017-00 10.04.2024 Shade Plan L3.1 71 FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB G B WM WM WM WM WM NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM SD SD SD SD SD SD SD SD SD SD SD SD N 54°32'40" W 304.40' N3 5 ° 2 8 ' 3 3 " E 2 9 6 . 5 4 ' SD SD S D SD SD SD SD WM VAN ACCESSIBLE EVCS ACCESSIBLE EVCS AMBULATORY EVCS ( 2 1 0 ) (206) (207) (208) (209) (2 1 1 ) ( 2 1 0 ) ( 2 0 9 ) (2 0 9 ) ( 2 0 9 ) (206) (2 0 6 ) (2 0 6 ) (206) (2 0 7 ) (2 0 7 ) (207) (2 0 8 ) (2 0 8 ) (208) (208) (208) (210) (209) (211) (207)(208) (209) (209) (208) (205) (206) (207) 209.68 TC 209.18 FS 210.27 TC 209.77 FS 210.35 TC 209.85 FS 209.73 TC 209.23 FS 210.20 TC 209.70 FS210.71 TC 210.21 FS 210.69 TC 210.19 FS 210.13 TC 209.63 FS 209.77 TC 209.27 FS 210.51 TC 210.01 FS 211.58 TC 211.08 FS 211.22 TC 210.72 FS 210.77 TC 210.27 FL 211.00 TC 210.50 FL 211.15 TC 210.65 FS 210.78 TC 210.28 FS 209.46 TC 208.96 FS 208.90 TC 208.40 FL 208.91 TC 208.41 FS 209.24 TC 208.74 FL209.86 TC 209.36 FL209.84 TC 209.34 FL 210.00 TC 209.50 FS 209.89 TC 209.39 FS 209.50 TC 209.00 FS 209.17 TC 208.67 FS 209.79 TC 209.29 FL 210.16 TC 209.66 FS 209.97 TC 209.47 FS 2 1 0 21 0 21 0 2 0 9 20 9 209 2 1 0 20 9209 21 1 2 1 1 210 2 0 9 209 209 210 209 209 210 210 1.1 % 1.2% 1.7% 3.4% 1. 6 % 1 . 6 % 1.6 % 1 . 6 % 1.4% 1.4 % 1.5 % 1.0 % 1.9% 1.8% 1.0% 2 . 3 % 1.9% 0.4% 1.0% 210.96 HP 1.2% 4 . 6 % 6. 2 % PROP. BUILDING FOOTPRINT: 4,500 SF FFE = 209.72 PAD = 209.05 ( 2 1 0 ) (209) 0.5%0.5% 0.5%0.5% 0.6% 1.4% 0. 5 % 0. 5 % PROPERTY LINE (N) PROPERTY BOUNDARY PROPERTY LINE, TYP 01 01 01 02 01 01 01 01 01 01 01 02 02 01 03 03 03 03 03 04 05 05 05 05 06 06 06 06 06 09 1010.00' TYP. 19 . 0 ' TY P . 5. 0 0 ' 7.50'19.0' TYP. 19.00' TYP. 09 09 09 3. 0 0 ' TY P . 9. 0 0 ' 12 . 0 ' 208.46 FL209.26 FL 209.60 FL 208.84 FL 209.05 FL210.25 TC 209.75 FL RIDGE 8 . 0 % 1. 1 % 19 . 0 0 ' TY P . BUILDING OVERHANG, TYP PROPERTY LINE, TYP RIGHT-OF-WAY PRIVATE DRIVE RIGHT-OF-WAY 208.81 TC 208.31 FS (208.27 FS) 2 0 9 210 210 209 211 20 9 210 210 (1.0%) (0.3%) (208.27 FS) (208.13 FS) (0.3%) (0.2%) (209.75 FS)(209.43 FS) (209.63 FS)(209.91 FS) (209.15 FS)(208.46 FS) (208.11 FS) 208.26 FL 02 30 . 0 ' 15.00' 6.1' 26.0' 24 . 0 ' 24 . 0 0 ' 24.0' 24.0' 24 . 0 ' EXISTING GUTTER EXISTING TEMPORARY GUTTER PAN TO BE REMOVED BY OTHERS 209.40 FL STORM DRAIN CURB INLET BY OTHERS UNDERGROUND STORMWATER INFILTRATION BY OTHERS 1. 8 % 1. 0 % 18" HDPE STORM DRAIN BY OTHERS 209.72 DOOR 209.72 DOOR 209.72 DOOR 209.72 DOOR 209.72 DOOR 1. 6 % UNDERGROUND STORMWATER INFILTRATION BY OTHERS UNDERGROUND STORMWATER INFILTRATION BY OTHERS CANOPY OVERHANG, TYP 13 11 12 TYP TYP TYP D E E F CB CB G A 3.7% 209.17 TC 208.67 FS 2. 0 % 0. 5 % 1.6% 2.3% 0.6% 0.3% 0. 4 % 14 9. 0 ' TY P 5.0' 7.2' 7. 8 ' 10 . 0 ' 5.0' 5.0' 12.8' 5.0' 7. 8 ' 01 02 (N) WATER EASEMENT TO BE DEDICATED TO COACHELLA VALLEY WATER DISTRICT 15.00'PROP. BUILDING (NOT A PART) 03 2 . 6 % 209.67 FS 209.39 FL 208.50 TC 208.00 FS 1. 0 % REMEDIAL GRADING ON NEIGHBORING PROPERTY TO CREATE NEW HIGHPOINT 20 9 20 9 21 0 20 8 208.10 TC 207.60 FL 5.3% 3:1 1. 0 % 0.5%0.6%0.5% 1.2 %209.67 TC 209.17 FS 209.00 TC 208.50 FS 1. 3 % 15 DEPRESSED LANDSCAPE AREA 12.9% SUB-AREA A-6 PER ROUGH GRADING HYDROLOGY MAP FOR MONTEREY CROSSING PHASE 2 END OF PAVING IMPROVEMENTS ASSOCIATED WITH THIS PROJECTEND OF PAVING IMPROVEMENTS ASSOCIATED WITH THIS PROJECT END OF PAVING IMPROVEMENTS ASSOCIATED WITH THIS PROJECT R 1 0 . 0 ' R2. 5 ' R2. 5 ' R2.5' R 5 . 0 'R10 . 0 ' R3.0 ' R2. 0 'R5. 0 ' R 2 0 . 0 ' R10 . 0 ' R20. 0 ' R 8 . 0 ' R3 . 0 ' R20 . 0 ' R 2 0 . 0 ' R3.0' R20.0' R20.0' R 1 0 . 0 ' R2.5' R2.5 ' R5 . 0 ' R5.0 ' R 3 . 0 ' R2.5' R10 . 0 ' R5.0 ' R2. 5 ' R 3 . 0 ' R2.5' R2.5' R2.5' R10 . 0 ' 209.75 TC 209.25 FS 210.10 TC 209.60 FS 210.50 TC 210.00 FS 212.00 TC 211.50 FS 211.33 TC 210.83 FL 211.50 TC 211.00 FL 211.12 FS 210.97 HP (210.04 FS) PROPERTY LINE, TYP 209.91 TC 209.41 FS 1.6%1.0% 211.60 TC 211.10 FS CATCH BASIN BY OTHERS CATCH BASIN BY OTHERS 1.7% 4.4 % 2. 5 % 1 . 5 % 2.5% 0.5 % 1 . 7 % 211 211 2 1 1 210 2 0 9 210.50 TC 210.00 FL 02 NOR T H SHEETROVE_PALM DESERT DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 0 SCALE: 1" = 10 20 40 20' ABBREVIATIONS HP HIGH POINT LP LOW POINT ME MATCH EXISTING DOOR ELEVATION AT DOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK RIM RIM ELEVATION RL RIDGE LINE TC TOP OF CURB TG TOP OF GRADE 80 CUT 1,420 CY FILL 1,340 CY NET (IMPORT) EARTHWORK QUANTITIES ARE BASED ON RAW QUANTITY NUMBERS ONLY AND DO NOT ACCOUNT FOR SHRINKAGE AND/OR SWELL, REMEDIAL GRADING, UTILITY TRENCHING AND OVEREXCAVATION. LEGEND: PROPERTY LINE PROPOSED 5' CONTOUR PROPOSED 1' CONTOUR EXISTING 5' CONTOUR EXISTING 1' CONTOUR 290 289 300 299 XX.XX DRAINAGE SUB-AREA BOUNDARY PROPOSED SPOT ELEVATION (AT FLOWLINE UNLESS OTHERWISE INDICATED) PROPOSED SLOPE AND DIRECTION X.XX% PRELIMINARY EARTHWORK TOTALS CONSTRUCTION NOTES CONCRETE VERTICAL CURB CONCRETE CURB & GUTTER CONCRETE VALLEY GUTTER CURB RAMP VEHICULAR AC PAVING PEDESTRIAN CONCRETE PAVING CONCRETE DRIVEWAY LANDSCAPING TRASH ENCLOSURE WHEELSTOPS ELECTRIC VEHICLE CHARGER BOLLARD BICYCLE PARKING LOADING ZONE FOR MARKET SUPPLIER SIDEWALK CULVERT (OVERFLOW) 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 NOTES: 1.SEE ARCHITECTURAL SITE PLAN FOR TRUCK TURNING TEMPLATES. 2.FOR FULL EASEMENT DESCRIPTIONS AND ADDITIONAL INFORMATION REGARDING PROPERTY BOUNDARIES SEE SHEET 2. \\ w m a - a r c h . c o m \ W M \ I R V \ 2 4 \ 0 0 1 7 \ 0 0 \ C i v i l \ C A D \ S h e e t s \ P r e l i m i n a r y \ I R V 2 4 - 0 0 1 7 _ P r e l i m i n a r y G r a d i n g P l a n . d w g 10 / 2 8 / 2 0 2 4 NR A M O S 1: 2 . 5 8 4 9 1 PRELIMINARY GRADING PLAN NOT FOR CONSTRUCTION EASEMENT IDENTIFIER, SEE SHEET 2A >PROPOSED SWALE ACCESSIBLE PATH OF TRAVEL 72 FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL GB GB GB GB GB GB GB GB GB GB GB GB GB GB GB SSSSSSSSSSSSSSSSSSSSSSSS G B SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WM WM WM WM SS SS SS SS SS SS SS SS SS SS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS NGAS WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM SD SD SD SD SD SD SD SD SD SD SD SD N 54°32'40" W 304.40' N3 5 ° 2 8 ' 3 3 " E 2 9 6 . 5 4 ' SD SD SD SD SD SD SD WM VAN ACCESSIBLE EVCS ACCESSIBLE EVCS AMBULATORY EVCS 01 02 PROP. BUILDING FOOTPRINT: 4,500 SF FFE = 209.72 PAD = 209.05 BUILDING FIRE- WATER POC BUILDING SEWER POC (204.0 IE±) BUILDING DOMESTIC WATER POC 12 11 10 09 09 08 07 05 06 06 04 03 13 14 11 . 0 0 ' 5.00' 10.65' 11 . 5 ' ± EXISTING 8" WATER MAIN EXISTING SEWER MAIN 20.00' EXISTING GAS LINE EXISTING SEWER MAIN EXISTING FIBER OPTIC LINE EXISTING FUEL LINE 15 15 18" HDPE STORM DRAIN BY OTHERS PARC E L B PER P A R C E L MAP W A I V E R 23-00 0 7 L.L.A PARC E L A PER P A R C E L MAP W A I V E R 23-00 0 7 L.L.A (NOT A P A R T ) PARC E L C PER P A R C E L MAP W A I V E R 23-00 0 7 L.L.A (E ) 5 0 . 0 ' D R A I N A G E EA S E M E N T (E ) 3 0 . 0 ' P I P E L I N E EA S E M E N T (E) TEMPORARY DRAINAGE TO BE DEMOLISHED BY OTHERS STORM DRAIN CATCH BASIN BY OTHERS (N) WATER EASEMENT TO BE DEDICATED TO COACHELLA VALLEY WATER DISTRICT (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED (E) LOT LINE TO BE REMOVED PARC E L 1 2 D 16TYP EE (E) FIBER STRUCTURE TO BE RELOCATED F CB CB G A UNDERGROUND STORMWATER INFILTRATION BY OTHERS UNDERGROUND STORMWATER INFILTRATION BY OTHERS UNDERGROUND STORMWATER INFILTRATION BY OTHERS 17 17 EL E C T R I C V E H I C L E CH A R G I N G E Q U I P M E N T YA R D S E E S I T E P L A N S H E E T A1 . 0 F O R M O R E I N F O 18 (N) PROPERTY BOUNDARY CATCH BASIN BY OTHERS CATCH BASIN BY OTHERS PROP. BUILDING (NOT A PART) NOR T H SHEETROVE_PALM DESERT DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 0 SCALE: 1" = 10 20 40 20' WARE MALCOMB assumes no responsibility for utility locations. The utilities shown on this drawing have been plotted from the best available information. It is, however, the contractors responsibility to field verify the location of all utilities prior to the commencement of any construction. LEGEND: PROPERTY LINE EXISTING EASEMENT SD EXISTING STORM DRAIN PROPOSED STORM DRAIN WM EXISTING WATER DW PROPOSED DOMESTIC WATER CONSTRUCTION NOTES DOMESTIC WATER SERVICE CONNECTION. CONNECT TO EXISTING WATER STUB FIRE WATER SERVICE CONNECTION. CONNECT TO EXISTING WATER MAIN CONNECT TO (E) SEWER MANHOLE 6" SDR 35 PVC SEWER PIPE, S=0.021 MIN. 2" REDUCED PRESSURE BACKFLOW ASSEMBLY 2" PVC SCH 40 WATER PIPE WATER METER 10" REDUCED PRESSURE DETECTOR ASSEMBLY 6" PVC FIRE-WATER LATERAL FIRE HYDRANT FIRE DEPARTMENT CONNECTION POST INDICATOR VALVE ELECTRICAL TRANSFORMER BY OTHERS 6" SEWER CLEANOUT DROP INLET CATCH BASIN. CONNECT TO STUB PROVIDED BY OTHERS. ELECTRIC VEHICLE CHARGER ELECTRIC CONDUIT BY OTHERS SIDEWALK CULVERT (OVERFLOW) 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 FW PROPOSED FIRE WATER SS EXISTING SEWER SS PROPOSED SEWER E EXISTING UNDERGROUND ELECTRICAL OH EXISTING OVERHEAD ELECTRICAL NGAS EXISTING GAS \\ w m a - a r c h . c o m \ W M \ I R V \ 2 4 \ 0 0 1 7 \ 0 0 \ C i v i l \ C A D \ S h e e t s \ P r e l i m i n a r y \ I R V 2 4 - 0 0 1 7 _ P r e l i m i n a r y U t i l i t y P l a n . d w g 10 / 2 8 / 2 0 2 4 NR A M O S 1: 2 . 5 8 4 9 2 PRELIMINARY UTILITY PLAN EASEMENT NOTES PIPELINE EASEMENT DEDICATED TO COACHELLA VALLEY WATER DISTRICT RECORDED ON DECEMBER 12, 2013 PER 2013-0577940 OF OFFICIAL RECORDS. EASEMENT TO REMAIN. PUBLIC UTILITY EASEMENT DEDICATED TO SOUTHERN CALIFORNIA GAS COMPANY RECORDED ON JULY 28,2021 PER 2021-0449357 OF OFFICIAL RECORDS. EASEMENT TO REMAIN. PUBLIC UTILITY EASEMENT DEDICATED TO SOUTHERN CALIFORNIA GAS COMPANY RECORDED ON JULY 28,2021 PER 2021-0449363 OF OFFICIAL RECORDS. EASEMENT TO REMAIN. PIPELINE EASEMENT DEDICATED TO COACHELLA VALLEY WATER DISTRICT RECORDED ON MAY 21, 2021 PER 2021-0314477 OF OFFICIAL RECORDS. EASEMENT TO REMAIN. DOMESTIC & SANITATION EASEMENT DEDICATED TO COACHELLA VALLEY WATER DISTRICT RECORDED ON JUNE 21, 2019 PER PARCEL MAP NO. 37157 BOOK 247, PAGES 1 THROUGH 7 OF PARCEL MAPS. EASEMENT TO REMAIN. ELECTRICAL EASEMENT DEDICATED TO SOUTHERN CALIFORNIA EDISON COMPANY RECORDED ON FEBRUARY 22, 2021 PER 2021-0113140 OF OFFICIAL RECORDS. EASEMENT TO REMAIN. DRAINAGE EASEMENT DEDICATED TO CITY OF PALM DESERT RECORDED ON MARCH 18, 2015 PER 2015-0108086 OF OFFICIAL RECORDS. EASEMENT TO REMAIN. A B C D E F G NOT FOR CONSTRUCTION EXISTING WATER VALVE PROPOSED WATER VALVE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING LIGHT POLE 73 480V 480V 480V 480V 48 0 V 48 0 V 48 0 V 48 0 V 480V 480V480V 480V VAN ACCESSIBLE EVCS ACCESSIBLE EVCS AMBULATORY EVCS WH V 98 S F EL E C 1, 9 8 5 S F RE T A I L 70 S F RO V E O F F I C E 45 S F R. R . 50 S F IT 45 S F JA N . 45 S F R. R . 99 S F GE L S O N S OF F I C E 82 S F FA M I L Y R . R . 76 S F R. R . 31 2 S F WA L K - I N CO O L E R 41 8 S F ST O R A G E SHEETROVE_PALM DESERT DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 FC-1 IRV24-0017-00 06.14.2024 SITE PHOTOMETRIC PLAN NORTH0153060150 1"=20'-0" 4+ +7.9 74 SHEETROVE_PALM DESERT DINAH SHORE DR. & MONTEREY AVE., PALM DESERT, CA 92211 FC-2 IRV24-0017-00 06.14.2024 LIGHTING FIXTURE CUT SHEETS NORTH0153060150 1"=30'-0" TYPES: S1 AND S2TYPE: C1TYPE: W1 75 76 Design Review 24-0006 ROVE PALM DESERT ARCHITECTURAL REVIEW COMMISSION NOVEMBER 12, 2024 11/12/2024 AGENDA ITEM 6.A.3 1 Project Request Project Applicant: Rove Operating, Applicant, is requesting Design Review approval to develop electric vehicle charging station, complete with a 4,500 square foot (SF) market, restrooms, and lobby area for customers to use as they utilize electric vehicle charging stations onsite, within the Monterey Crossings Specific Plan The project Applicant is currently seeking ARC approval for Design Review for final consideration. 211/12/2024 AGENDA ITEM 6.A.3 Vicinity Map 311/12/2024 AGENDA ITEM 6.A.3 Background On May 2017, Council approved a SP, PP, CUP, and EA for the Monterey Crossings project: An 18-acre mixed commercial center at the northeast corner of Monterey Avenue and Dinah Shore drive. The project would include drive-through restaurants, shop and retail buildings, a potential auto dealer, and a future four -story hotel spread out over 11 parcels. The COAs stipulated that future development within the Specific Plan building pads shall develop in a manner consistent with the in the Specific Plan and established the ARC as the final approval for Design Review applications within the Specific Plan. Zoning: P.C.-3 and FCOZ General Plan: Monterey Crossings Specific Plan 411/12/2024 AGENDA ITEM 6.A.3 Analysis The project is a Design Review request by the Applicant for approval of architecture and landscaping for the “Rove” project: -A 4,500-sf market - 22,999 sf of landscaping, - sixty (60) parking stalls which includes forty (40) electric vehicle stalls, - 21’-8” tall carports -pedestrian connections to adjoining properties within Monterey Crossings. - Equipment enclosure area measuring 72’-10” in length and 40’-9” in width 511/12/2024 AGENDA ITEM 6.A.3 611/12/2024 AGENDA ITEM 6.A.3 711/12/2024 AGENDA ITEM 6.A.3 11/12/2024 AGENDA ITEM 6.A.3 8 911/12/2024 AGENDA ITEM 6.A.3 1011/12/2024 AGENDA ITEM 6.A.3 1111/12/2024 AGENDA ITEM 6.A.3 1211/12/2024 AGENDA ITEM 6.A.3 11/12/2024 AGENDA ITEM 6.A.3 13 1411/12/2024 AGENDA ITEM 6.A.3 1511/12/2024 AGENDA ITEM 6.A.3 Analysis Proposed within the Monterey Crossings Specific Plan 16 Development Standard SPECIFIC PLAN STANDARD PROJECT CONFORMS Landscape Coverage 20%23%Yes Building Coverage 40%4.5%Yes Maximum Height 35’23’Yes AGENDA ITEM 6.A.311/12/2024 Recommendation Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review, subject to following conditions: 1)The Applicant shall provide a final photometric plan with renderings, that prove conformance with the Palm Desert Municipal Code Section 24.16.035 2) All equipment shall be screened from public view. 3) The Applicant shall comply with all conditions of approval provided by the City’s Land Development Division. 17AGENDA ITEM 6.A.311/12/2024 Page 1 of 7 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT STAFF REPORT MEETING DATE: November 12, 2024 PREPARED BY: Carlos Flores, AICP, Principal Planner SUBJECT: CONSIDERATION TO APPROVE A DESIGN REVIEW FOR A NEW 950 SQUARE FOOT DRIVE THROUGH COFFEE SHOP WITIHN THE MONTEREY CROSSINGS SPECIFIC PLAN RECOMMENDATION: Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review, subject to the following conditions: 1. All equipment shall be screened from public view. 2. Drive-through queue shall be screened to the best extent possible from Dinah Shore drive, with the combination of a masonry wall and landscaping. 3. The Applicant shall comply with all conditions of approval provided by the City’s Land Development Division BACKGROUND/ANALYSIS: Dutch Bros (Applicant) is proposing a new “Dutch Bros” drive -through coffee shop (Project), located off Dinah Shore Drive, within Monterey Crossings. The project includes seven (7) parking stalls, landscaping, a trash enclosure, and pedestrian and vehicular connections to adjacent properties Executive Summary:  Case No.: Design Review 24-0007 (DR24-0007) On June 8, 2017, the City Council (Council) adopted Ordinance 1323, and on May 25, 2017, adopted Resolution 2017-38, and Resolution 2017-39, which approved Specific Plan, Precise Plan, Conditional Use Permit, and Environmental Assessment 16-188 and Tentative Parcel Map 37157 for the Monterey Crossings project. This project included an 18 -acre mixed-commercial center located at the northeast corner of Monterey Avenue and Dinah Shore Drive for the development of drive-through restaurants, shop and retail buildings, a potential automotive dealership, and a future four-story hotel spread out over eleven (11) parcels throughout the 18 - acre development. The Specific Plan established the existing conditions of the site, existing and proposed street circulation patterns, land use and site plan, development standards, and design criteria for the development of four (4) distinct districts within the 18 -acre Specific Plan project site. The following four (4) districts were established: A restaurants and shop /retail district, a Hotel district, a major retail district, and a northeast district. Figure 1 below shows the original site plan approved within the Specific Plan. 77 Architectural Review Commission City of Palm Desert DR24-0007 Dutch Bros Page 2 of 7 Figure 1 – Monterey Crossings Specific Plan Site Plan The southwest corner of the project site has been developed, as well as one additional building pad adjacent to Dinah Shore, complete with internal driveways and perimeter landscaping on the south and west perimeters. A total of five (5) buildings have been constructed which includes: two (2) multi-tenant retail buildings, two (2) drive-through buildings, and a drive-through carwash. Monument signage has been installed off Dinah Shore Drive and on the north part of the project site. The areas to the north and east of the constructed developments remain vacant. The area directly west of this project site was recently approved for a new Townplace Suites hotel. Project Summary: The project is a Design Review request by the Applicant for approval of architectu re and landscaping for the Dutch Bros Project, a 950 square foot (sf) drive-through coffee shop within the Monterey Crossings Specific Plan. The project will include 6,620 sf of landscaping, seven (7) parking stalls, sidewalks, and a double lane drive-through. A. Property Description The project site (Site) is a 0.53-acre vacant parcel within the Monterey Crossings specific plan, abutting Dinah Shore Drive. The area is identified in the Specific Plan for mixed commercial retail developments. 78 Architectural Review Commission City of Palm Desert DR24-0007 Dutch Bros Page 3 of 7 B. Zoning, General Plan and Adjacent Uses Table 1 – Adjacent Land Use and Designations Existing Uses General Plan Zoning Project Site Vacant Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) North Vacant Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) South Existing Commercial Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) East Existing Commercial Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) West Existing Commercial Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) C. Project Description Site Plan The Site Plan (Figure 2 below) shows the building location and orientation, vehicle and pedestrian access, drive-through queuing, and parking. The Specific Plan established internal vehicular circulation throughout the Specific Plan. The existing commercial land uses adjacent to Dinah Shore Drive constructed portions of this internal vehicular circulation and vehicular access for entering and exiting off Dinah Shore. The project would use the existing access off Dinah Shore Drive to enter through an internal private drive to access the Project Site. The project site plan has been reviewed and conditioned by the City’s Land Development division to ensure proper vehicular circulation, drive-through queuing safety, and reviewed against traffic impacts analyzed in the Monterey Crossings Specific Plan . The drive-through is designed for an 18-car stacking, with any potential overflow going into private internal roads. 79 Architectural Review Commission City of Palm Desert DR24-0007 Dutch Bros Page 4 of 7 Figure 2 – Site Plan Architecture The proposed architecture of the 950-sf building (Building) is characterized by a desert contemporary design, incorporating varying flat roofs, a tower element, and a covered canopy for vehicles. The Building proposes a desert color palette consistent with the Monterey Crossings Specific Plan including “Manor House”, “Techno Grey”, and “Weathered Brown”. The project wi ll also incorporate fiber cement “Cedar” wood sidings, “Desert Beige” Coronado Stone veneer, dark bronze anodized Aluminum storefronts, and “Inkwell” metal awnings. Building parapets are designed to screen all rooftop equipment. Figure 3 – Elevations 80 Architectural Review Commission City of Palm Desert DR24-0007 Dutch Bros Page 5 of 7 Landscaping The project will include 6,620 sf of landscaping to complement existing landscaping that is adjacent to Dinah Shore Drive. The Project will install a total of three (3) trees adjacent to the parking stalls, including two (2) fruitless Olives and a Palo Verde. The rest of the site will be landscaped with century plants, foxtail agave, purple fountain grass, cobble ground cover, and decomposed granite (D.G). A combination of existing landscaping and a block wall will be used to screen vehicles from Dinah Shore Drive. Figure 4 – Landscaping Plan Zoning Ordinance Summary: ARC approval of proposed Design Review applications within the Specific Plan is required per the conditions of approval of City Council Resolution No. 2017-38. Findings for ARC decisions are listed under PDMC Section 25.68.040 – Findings of the ARC. Table 2 outlines conformance of the proposed project with the Specific Plan. Table 2 – Development Standard Conformance Summary Development Standard SPECIFIC PLAN STANDARD PROJECT CONFORMS Landscape Coverage 20% 28% Yes Building Coverage 40% 4% Yes Maximum Height 35’ 25’ Yes 81 Architectural Review Commission City of Palm Desert DR24-0007 Dutch Bros Page 6 of 7 Findings Findings in support of the project are listed below: To approve a design review application, the ARC shall find the following: A. That the proposed development conforms to any legally adopted development standards. The proposed development conforms with th e standards for the Monterey Crossings Specific Plan, as outlined in Table 2 above. This includes meeting standards on coverage and height. The project meets the architectural and landscaping Design Guidelines of the Monterey Crossings Specific Plan. As outlined in the Specific Plan guidelines, the project proposes a desert contemporary modern architecture with varying wall planes, roof lines, and façade modulations. B. That the design and location of the proposed development and its relationship to neighboring existing or proposed developments and traffic is such that it will not impair the desirability of investment or occupation in the neighborhood; and that it will not unreasonably interfere with the use and enjoyment of neighboring existing or proposed developments and that it will not create traffic hazards or congestion. The proposed project is within the Monterey Crossings Specific Plan and is surrounded by commercial uses, existing streets, and vacant uses planned for commercial. The design of the project, including land use and site design, was previously analyzed, and approved with the Monterey Crossings Specific Plan and does not currently propose a project that differs from the original intent and approval. The project has been analyzed for potential traffic impacts in the adopted Mitigated Negative Declaration for the Monterey Crossings Specific Plan and will be required to meet all mitigation measures and conditions required. C. That the design and location of the proposed development is in keeping with the character of the surrounding neighborhood and is not detrimental to the harmonious, orderly, and attractive development contemplated by this title and the General Plan of the City. The proposed project blends well with the surrounding neighborh ood by incorporating a modern desert contemporary design and utilizes a color and landscaping palette that is harmonious with surrounding development, including the Monterey Crossings Specific Plan. The design of the Building includes flat roofs, varying roof and wall planes, and façade modulations, which adds to the character of the area. D. That the design and location of the proposed development would provide a desirable environment for its occupants, as well as for its neighbors, and that it is aesthetic ally of good composition, materials, textures, and colors. 82 Architectural Review Commission City of Palm Desert DR24-0007 Dutch Bros Page 7 of 7 The proposed design utilizes durable finishes and features a quality contemporary style characterized by stone veneer, metal awnings, and desert compatible colors. The buildings provide for a quality visual aesthetic along Monterey Avenue, Interstate 10 Freeway, and within the Monterey Crossings Specific Plan. The project also includes extensive onsite landscaping along perimeter frontages and pedestrian and vehicular connectivity to surrounding developments. E. That the proposed use conforms to all the requirements of the zone in which it is located and all other applicable requirements. The proposed development conforms with all development standards of the underlying Monterey Crossings Specific Plan. The Monterey Crossings Specific Plan established this project site for development of mixed retail. This project meets the intent, layout, development standards, use, and design as established by the Specific Plan. F. That the overall development of the land shall be designed to ensure the protection of the public health, safety, and general welfare. The site plan and grading plan have been reviewed to confirm the design provides protection of the public’s health, safety, and general welfare. The site is adequately serviced by utilities and the grading plan reviewed in accordance with City requirements. The project falls in line with the design analyzed and approved within the Monterey Crossings Specific Plan. ATTACHMENTS: 1. Architectural Plans 2. Site Plan and Landscaping Plans 83 84 SCONCE LIGHTS, 8'-0" B.O. OF FIXTURES,TYP. ELEVATION - DRIVE-THRU WINDOW4 1A ELEVATION - WALK-UP WINDOW SCALE: 1/4" = 1'-0" REAR ELEVATION SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0" FRONT ELEVATION SCALE: 1/4" = 1'-0" 12 3 T.O. SLAB +20'-10 1/2" T.O. PARAPET 2 +0'-0" +24'-0" +10'-6" T.O. PARAPET 1 +12'-10 1/2" T.O. PARAPET 3 B.O AWNING T.O. PARAPET 3 T.O. PARAPET 1 T.O. SLAB +20'-10 1/2" +24'-0" B.O AWNING +10'-6" T.O. CAP +3'-2" +0'-0" T.O. PARAPET 2 1B +12'-10 1/2" T.O. SLAB B.O AWNING +10'-6" T.O. CANOPY PARAPET +12'-4" +24'-0" +20'-10 1/2" T.O. PARAPET 3 T.O. PARAPET 2 +3'-2" T.O. CAP +0'-0" 1B 1A T.O. PARAPET 3 T.O. PARAPET 2 T.O. CAP +3'-2" T.O. SLAB +10'-6" +20'-10 1/2" +24'-0" +0'-0" B.O AWNING +5 1 2" FURROUT PROPOSED ELECTRICAL GEAR LOCATION (FINAL DIMENSIONS TBD) ROOF OVERFLOW DOWNSPOUTS 3' - 6 " M I N . SCONCE LIGHTS, 8'-0" B.O. OF FIXTURES,TYP. CANOPY FASCIA 4 CANOPY SOFFIT 5 FRAMED CANOPY CANOPY COLUMNS 6 CANOPY SOFFIT 5 SCONCE LIGHTS, 8'-0" B.O. OF FIXTURES,TYP. CANOPY COLUMNS 6 CORNICE WITH PRE-FINISHED PARAPET CAP FLASHING, COLOR TO MATCH 2C SIDING SYSTEM 2 SIDING SYSTEM 1B METAL AWNING, SEE DETAIL 2/A4.0 FREEZE PROOF HOSE BIB, COORD. W/ PLUMING SIDING SYSTEM 2 LOCK BOX KEY EQ34 STONE VENEER 3 CORNICE WITH PRE-FINISHED PARAPET CAP FLASHING, COLOR TO MATCH 1B STONE VENEER 3 SIDING SYSTEM 2 LIGHTED SIGN, INSTALLED BY SIGN CONTRACTOR, COORDINATE WITH ELECTRICAL J-BOX AND BLOCKING REQUIREMENTS 6" STEEL PIPE BOLLARD WITH PLASTIC SLEEVE, COLOR: DUTCH BROS. BLUE STONE VENEER 3 SIDING SYSTEM 1A SIDING SYSTEM 1B OVERFLOW DOWNSPOUT, COORD. W/ PLUMBING. WP RECEPTACLE LIGHTED SIGN, INSTALLED BY SIGN CONTRACTOR, COORDINATE WITH ELECTRICAL J-BOX AND BLOCKING REQUIREMENTS XXXX ADDRESS NUMBERS: -12" ARIAL FONT -2" STROKE -SATIN ALUM. FINISH -VERIFY FINAL LOCATION SIDING SYSTEM 2 LIGHTED SIGN, INSTALLED BY SIGN CONTRACTOR, COORDINATE WITH ELECTRICAL J-BOX AND BLOCKING REQUIREMENTS EXTERIOR FINISH SCHEDULE ID TAG MATERIAL MANUFACTURER MODEL REMARKS ZONE 1 (BODY) 1A EXTERIOR CEMENT PLASTER SHERWIN WILLIAMS SW6170 TECHNO GREY 3-COAT SYSTEM W/ ACRYLIC MEDIUM SAND FINISH; REVEALS AS SHOWN 1B EXTERIOR CEMENT PLASTER SHERWIN WILLIAMS SW7505 MANOR HOUSE 3-COAT SYSTEM W/ ACRYLIC MEDIUM SAND FINISH; REVEALS AS SHOWN ZONE 2 (TOWER) (Z2) 2 FIBER CEMENT SIDING NICHIHA VINTAGE WOOD - AWP-3030 - CEDAR W/ FACTORY PANEL CORNERS COLOR: CEDAR 2C CORNICE DUNN-EDWARDS DEC 756 WEATHERED BROWN ZONE 3 (3'-2" BASE) 3 STONE VENEER CORNADO STONE SAND CANYON FLAGSTONE-DESERT BEIGE SILL TO MATCH ZONE 4 (FRAMED CANOPY) 4 FASCIA NICHIHA VINTAGE WOOD - AWP-3030 - CEDAR W/ FACTORY PANEL CORNERS 3SIDES; COLOR: CEDAR 5 SOFFIT HEWN ELEMENTS NATURAL NORTHWESTERN SPRUCE 1X6, T&G, 1 8" REVEAL 6 COLUMNS CORNADO STONE SAND CANYON FLAGSTONE-DESERT BEIGE CORNICE WITH PRE-FINISHED PARAPET CAP FLASHING, COLOR TO MATCH 1A LINE OF ROOF TOP UNITS BEYOND, SHEILDED FROM VIEW BY EXISTING PARAPETS CORNICE WITH PRE-FINISHED PARAPET CAP FLASHING, COLOR TO MATCH 1B CORNICE WITH PRE-FINISHED PARAPET CAP FLASHING, COLOR TO MATCH 2C CORNICE WITH PRE-FINISHED PARAPET CAP FLASHING, COLOR TO MATCH 1B SIDING SYSTEM 1B SIDING SYSTEM 1A LINE OF ROOF TOP UNITS BEYOND, SHEILDED FROM VIEW BY EXISTING PARAPETS CORNICE WITH PRE-FINISHED PARAPET CAP FLASHING, COLOR TO MATCH 2C CORNICE WITH PRE-FINISHED PARAPET CAP FLASHING, COLOR TO MATCH 1B METAL AWNING, SEE DETAIL 2/A4.0 CORNICE WITH PRE-FINISHED PARAPET CAP FLASHING, COLOR TO MATCH 2C CORNICE WITH PRE-FINISHED PARAPET CAP FLASHING, COLOR TO MATCH 1A SIDING SYSTEM 1A SIDING SYSTEM 1B 6" STEEL PIPE BOLLARD WITH PLASTIC SLEEVE, COLOR: DUTCH BROS. BLUE STAINLESS STEEL SERVICE TRAY, DUTCH BROS FURNISHED, CONTRACTOR INSTALLED. CANOPY FASCIA 4 CANOPY SOFFIT 5 LED MENU BOARD EQ21 SCONCE LIGHTS, 8'-0" B.O. OF FIXTURES,TYP. CANOPY SOFFIT 5 CANOPY SOFFIT 5 +5 1 2" FURROUT CORNICE WITH PRE-FINISHED PARAPET CAP FLASHING, COLOR TO MATCH 1B CORNICE WITH PRE-FINISHED PARAPET CAP FLASHING, COLOR TO MATCH 1A CUSTOM METAL TRELLIS ABOVE. G.C. TO PROVIDE TRELLIS AND CLIMBING VINES. SCONCE LIGHTS, 8'-0" B.O. OF FIXTURES,TYP. CANOPY COLUMNS 6 FRAMED CANOPY CANOPY FASCIA 4 FRAMED CANOPY CANOPY FASCIA 4 FRAMED CANOPY CANOPY FASCIA 4 FRAMED CANOPY 5' - 5 " 4' - 2 " LED MENU BOARD EQ21 WALL MOUNTED LIGHT FIXTURE A6.1 BUILDING ELEVATIONS COLOR “ “ ” “ ” ” SHEET NAME: SHEET NUMBER: DESCRIPTION:DATE:REV: Pr o j e c t N o : C A 3 7 1 1 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 25 5 0 - A 2 P R O T O T Y P E NE C M O N T E R E Y A V E . & D I N A H S H O R E D R . PA L M D E S E R T , C A 9 2 2 1 1 c ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 DATE: 03/22/2024 Y: \ A c t i v e P r o j e c t s \ D u t c h B r o s \ 2 4 - C A 3 7 1 1 N E C M o n t e r e y A v e . & D i n a h S h o r e D r . , P a l m D e s e r t , C A \ D r a w i n g s \ C A 3 7 1 1 - A 6 . 0 - B U I L D I N G E L E V A T I O N S - A 2 . d w g , 8/ 1 3 / 2 0 2 4 1 1 : 3 7 : 0 2 A M , b e l l e 85 STONE VENEER AT WAINSCOT & COLUMNS CORNADO STONE - SAND CANYON FLAGSTONE COLOR: DESERT BEIGE EXTERIOR CEMENT PLASTER AT BUILDING SHERWIN WILLIAMS COLOR: SW6170 TECHNO GREY FIBER CEMENT SIDING AT TOWER & CANOPY FASCIA NICHIHA - VINTAGE WOOD AWP-3030 COLOR: CEDAR Dutch Bros Coffee CA3711 Nec Monterey Ave. & Dinah Shore Dr. Palm Desert, CA 92211 EXTERIOR CEMENT PLASTER AT BUILDING SHERWIN WILLIAMS COLOR: SW7505 MANOR HOUSE ALUMINUM STOREFRONT DARK BRONZE ANODIZED METAL AWNINGS WESTERN STATES METAL ROOFING COLOR: SW6992 INKWELL CORNICE AT TOWER DUNN-EDWARDS COLOR: DEC 756 WEATHERED BROWN 86 3D RENDERINGS “ “ ” “ ” ” SHEET NAME: SHEET NUMBER: DESCRIPTION:DATE:REV: Pr o j e c t N o : C A 3 7 1 1 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 25 5 0 - A 2 P R O T O T Y P E NE C M O N T E R E Y A V E . & D I N A H S H O R E D R . PA L M D E S E R T , C A 9 2 2 1 1 c ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 DATE: 03/22/2024 Y: \ A c t i v e P r o j e c t s \ D u t c h B r o s \ 2 4 - C A 3 7 1 1 N E C M o n t e r e y A v e . & D i n a h S h o r e D r . , P a l m D e s e r t , C A \ D r a w i n g s \ C A 3 7 1 1 - R e n d e r i n g - A 2 . d w g , 8/ 1 3 / 2 0 2 4 2 : 2 5 : 3 7 P M , b e l l e WALK-UP WINDOW VIEW FROM DRIVE THRU DRIVE THRU ENTRANCE REAR VIEW FROM DRIVE THRU DRIVE-THRU WINDOW 87 TRASH ENCLOSURE PLAN SCALE: 1/2" = 1'-0" 1 TS 3" x 2" x 1/4" STD STEEL, WELD ALL JOINTS & GRIND SMOOTH (2) 6" DIA. PIPE GATE POST FILL SOLID W/ CONCRETE, EMBED 3'-0" INTO CONC. FTG. PAINT PER PLAN 3" x 2" x 1/4" STD. STEEL ANGLE, WELD ALL JOINTS & GRIND SMOOTH METAL SIDING TO MATCH BUILDING (3) STEEL HINGE COLLARS W/ GREASE FITTINGS, WELD TO GATE ANGLE FRAMING, PAINT PER PLAN METAL SIDING, PAINT PER PLAN 1" CMU, PER PLAN W/ SOLID GROUT AND REINFORCING PER STRUCTURAL 3" x 2" x 1/4" HSS FRAME, WELD ALL JOINTS & GRIND SMOOTH, PAINT PER PLAN 6" DIA. HSS GATE POST (4" DIA.AT MAN GATE) FILL SOLID WITH CONCRETE, EMBED 3'-0" INTO CONC. FTG. PAINT PER PLAN 3" x 2" x 1/4" STD. STEEL ANGLE, WELD ALL JOINTS & GRIND SMOOTH, PAINT PER PLAN (3) STEEL HINGE COLLARS W/ GREASE FITTINGS, WELD TO GATE ANGLE FRAMING, PAINT PER PLAN 7/8" STEEL ROD SLIDE STOP TAB PRE-MANUFACTURED METAL GATE HANDLES 1 1/2" X 1/4" FLAT STOCK LOCK TAB CANE BOLT "HOLD-OPEN" TABS FINISH GRADE 6' - 0 " T . O . W A L L 8"x8"x16" SPLIT FACE CONC. BLOCK - SOLID GROUT CELLS w/ #4 @ 24" VERTICAL @ ℄ AND #4 @ 24" HORIZ. PER STRUCT. CALCS GROUT SOLID BELOW GRADE, TYP. 4" 3000 PSI CONC. SLAB #4 @ 16" O.C. TYP. 1' - 6 " 2'-6" #4 @ 24" O.C. TYP. (ALT. BEND) 32" LAP 2 - #4 CONT. 6" CURB AS OCCURS - SEE PLAN TRASH ENCLOSURE SECTION SCALE: 1/2" = 1'-0" 6 2 TRASH ENCLOSURE GATE JAMB DETAIL SCALE: 1-1/2" = 1'-0" TRASH ENCLOSURE GATE JAMB DETAIL SCALE: 1-1/2" = 1'-0" 47 TRASH ENCLOSURE GATE JAMB DETAIL SCALE: 1/2" = 1'-0" TRASH ENCLOSURE GATE LOCKING HANDLE SCALE: 1-1/2" = 1'-0" 3 1'-6" 3' - 0 " M I N . 1' - 0 " 2' - 0 " 2" 3' - 0 " CONCRETE CAP 6" DIA. STEEL PIPE FILLED w/ CONCRETE SLOPED CONCRETE BASE CONCRETE FOOTING, REFER TO STRUC. FOR REINFORCEMENT INCREASE DEPTH WHERE FROST DEPTH EXCEEDS 3'-0". COORD. W/ STRUCTRUAL FOR FROST DEPTH. BOLLARD DETAIL SCALE: 1/2" = 1'-0" 5 DUMPSTER BY REFUSE SERVICE PROVIDER DUMPSTER BY REFUSE SERVICE PROVIDER 6" S T E P 5'-6" 24'-0" 4 A9.0 7 A9.0 4' - 6 " 5'-6"3'-10"CL CL CL CL 1 A9.1 2 A9.1 8" 3'-1" x 7'-2" PEDESTRIAN ACCESS GATE, W/ 4" HSS POSTS, FILLED W/ CONC., EMBED 36" INTO CONC. FTG. 6"H x 6"W CONC. CURB AT SIDES OF TRASH ENCLOSURE, TYP. 4" THICK, 3000 P.S.I. CONCRETE SLAB WITH 6x6-W1.4x1.4 STL. MESH 4" THICK, 3000 P.S.I. CONCRETE SLAB WITH 6x6-W1.4x1.4 STL. MESH (2) 5'-4" x 5'-8" STEEL GATES, W/ 6" DIA. HSS GATE POST, FILLED W/ CONC.; EMBED 36" INTO CONC. FTG. PROVIDE METAL SLEEVES IN CONC. APRON FOR GATE CANE ANCHORS, TYP. SIM. CL CL 6 A9.0 5'-4"CL 4' - 0 " 8" 7 A9.0 3 A9.1 1" 1' - 6 " T Y P . 1'-6" TYP. 7' - 4 " 12 ' - 0 " 6"H x 6"W CONC. CURB AT SIDES OF TRASH ENCLOSURE, TYP. SL O P E : 1 / 8 " P E R F O O T 12 ' - 0 " PROVIDE METAL SLEEVES IN CONC. APRON FOR GATE CANE ANCHORS, TYP. PROVIDE METAL SLEEVES IN CONC. APRON FOR GATE CANE ANCHORS, TYP. YARD HYDRANT LOCATION, PROVIDE 3/4" WATER LINE, COORD. W/ PLUMBING 8"x16"x8" SPLIT FACE, CMU WALLS W/ 12"x16"x2" CMU CAP 3 3 8"x16"x8" SPLIT FACE, CMU WALLS W/ 12"x16"x2" CMU CAP (2) 5'-4" x 5'-8" STEEL GATES, W/ 6" DIA. HSS GATE POST, FILLED W/ CONC.; EMBED 36" INTO CONC. FTG. PROVIDE METAL SLEEVES IN CONC. APRON FOR GATE CANE ANCHORS, TYP. 6" METAL BOLLARD FILLED W/ CONC. 6" METAL BOLLARD FILLED W/ CONC. 4' - 2 " TYP. TRASH ENCLOSURE GENERAL NOTES: 1.REFER TO STRUCTURAL FOR MASONRY, CONCRETE, STRUCTURAL STEEL AND REINFORCING STEEL FOR SPECIFICATIONS. 2.PROVIDE LOCKING MECHANISM ON GATES AND PEDESTRIAN GATE. 3.PROVIDE SITE LIGHTING AT TRASH ENCLOSURE. MIN. 5 FOOT CANDLE. 4.GATE TO BE BUILT WITH 3"X 2" SQUARE STEEL TUBING WITH ALL JOINTS FULLY WELDED TOGETHER AND 1 CROSS MEMBER PER GATE. FRAME TO BE PRIMED AND PAINTED PER PLAN. 3" x 2" x 1/4" STD. STEEL ANGLE WELD ALL JOINTS & GRIND SMOOTH 18 GA METAL DECK; PER PLAN TS 3" x 2" x 1/4" STD STEEL, WELD ALL JOINTS & GRIND SMOOTH ROUND CONCRETE TOP, PAINT PER PLAN 6" DIA GALVANIZED PIPE GATE POST, FILL SOLID WITH CONCRETE, PAINT PER PLAN (3) GALVANIZED STEEL HINGE COLLARS W/ GREASE FITTINGS WELD TO GATE ANGLE FRAMING PAINT PER PLAN 3" X 1/4" STEEL PLATE WELDED TO METAL DECK (3) STEEL HINGE COLLARS W/ GREASE FITTING; WELD TO GATE ANGLE FRAMING; PAINT PER PLAN TS INTERMEDIATE 3" x 2" x 1/4" STD. STEEL FRAME; WELD ALL JOINTS GRIND SMOOTH (3) STEEL HINGE RETAIN SLEEVE WELDED TO STEEL GATE POST 1/2" EXPANSION JOINT CONCRETE DUMPSTER PAD OVER GAVEL SLOPE TO DRAIN; REFER TO STRUCTURAL SHEETS #3 TIES @ 12" (4) #4 VERTICAL (1) EA. CORNER 3" C L R . TY P . (3) #3 TIES @ 3" O.C. @ TOP. TRASH ENCLOSURE PLAN/ ELEVATIONS A9.0 “ “ ” “ ” ” SHEET NAME: SHEET NUMBER: DESCRIPTION:DATE:REV: Pr o j e c t N o : C A 3 7 1 1 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 25 5 0 - A 2 P R O T O T Y P E NE C M O N T E R E Y A V E . & D I N A H S H O R E D R . PA L M D E S E R T , C A 9 2 2 1 1 c ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 DATE: 03/22/2024 Y: \ A c t i v e P r o j e c t s \ D u t c h B r o s \ 2 4 - C A 3 7 1 1 N E C M o n t e r e y A v e . & D i n a h S h o r e D r . , P a l m D e s e r t , C A \ D r a w i n g s \ C A 3 7 1 1 - A 9 . 0 - T R A S H E N C L O S U R E - A 2 . d w g , 8/ 1 3 / 2 0 2 4 4 : 0 8 : 3 3 P M , b e l l e 88 TRASH ENCLOSURE FRONT ELEVATION SCALE: 1/2" = 1'-0" 1 6' - 0 " T . O . W A L L 3 A9.0 TRASH ENCLOSURE REAR ELEVATION SCALE: 1/2" = 1'-0" 2 TRASH ENCLOSURE SIDE ELEVATION SCALE: 1/2" = 1'-0" 3 6' - 0 " T . O . W A L L 3/4" PIPE CANE BOLT HOLDER, SET INTO CONC. SLAB, 4" DEEP CONC. CURB, COORD. W/ CIVIL CMU WALLS, PER PLAN COORD. W/ STRUCT. HSS POST EMBED IN CONC., TYP. (2) 3"x1/4" STEEL PLATES WELDED TO METAL DECK CANE BOLT "HOLD-OPEN" TABS 3' - 0 " E M B E D , T Y P . PEDESTRIAN ACCESS DOOR, W/ CORRUGATED METAL, PAINTED PER PLAN. PROVIDE SIMILAR LOCKING MECHANISM TO MAIN GATE PROVIDE SIMILAR LOCKING MECHANISM TO MAIN GATE PEDESTRIAN ACCESS DOOR, W/ CORRUGATED METAL, PAINTED PER PLAN 3 1/2" DIA. x 26"L CANE BOLT LATCH RODS HSS GATE POST PAINT PER PLAN CORRUGATED METAL PAINTED PER PLAN (12) 4x10 BEAM EVENLY SPACED; PAINTED PT-4 11 ' - 7 " 1' - 2 " 1' - 2 " 1'-2" 26'-0" 23'-8"1'-2" 13 ' - 1 1 " 8" CMU WALL BELOW 4X10 BEAM PT-4 4" SQUARE POST @(4) CORNERS PT-4 4X16 BEAM PT-4 TRASH ENCLOSURE CANOPY- PLAN SCALE: 1/2" = 1'-0" 5 4 TRASH ENCLOSURE TRELLIS SUPPORT DETAIL SCALE: N.T.S. SIMPSON CC 4"X4" POST 1" DRY PACK PLASTER FINISH T.O.CMU SIMPSON CBSQ PER STRUCTURAL CALCS PLAN VIEW PAINT ALL EXPOSED METAL 16 GA GI FLASHING BETWEEN 4X10 BEAMS FOR FULL DEPTH OF ENCLOSURE/ SEAL EDGES EVENLY PACED (12) 4X10 BEAM PT-4 4" SQUARE POST @(4) CORNERS PT-4 16 GA GI FLASHING BETWEEN 4X10 BEAMS FOR FULL DEPTH OF ENCLOSURE/ SEAL EDGES EVENLY PACED (12) 4X10 BEAM PT-4 4" SQUARE POST @(4) CORNERS PT-4 A35 EA. SIDE, EA END OF 4X10 TO 4X16 4X10 4X16 6" DIA. HSS GATE POST, FILL SOLID w/ CONC., EMBED 3'-0" INTO CONC. FTG., PAINT PER PLAN, TYP. 4 A9.1 1' - 8 " 1" 1' - 4 " HATCHED AREA DENOTES GI FLASHING BETWEEN 4X10 BEAMS; UNDERSIDE TO BE PAINTED PT-2 TRASH ENCLOSURE MATERIALS ID MATERIAL MANUFACTURER COLOR NOTES 3 SPLIT FACE 8X8X16 BASALITE 490 IF INTEGRAL COLOR BLOCK IS UNAVAILABLE, BLOCK TO BE PAINTED TO MATCH SW6992 INKWELL CMU CAP BASALITE 490 12X16X2 PT-2 PAINT SHERWIN-WILLIAMS 8656-1125 - BLDG DB DARK GRAY BLDG DB DARK GRAY, GATES BODY PT-3 PAINT SHERWIN-WILLIAMS 8656-12045 - BLDG DB BLUE BLDG DB BLUE, GATE FRAMES & POSTS PT-4 PAINT DUNN EDWARDS DEC 756 WEATHERED BROWN ROOF BEAMS & POSTS PROVIDE ANTI GRAFFITI COATING AT EXTERIOR; INTERIOR SURFACE TO BE SMOOTH & NON-ABSORBENT TRASH ENCLOSURE PLAN/ ELEVATIONS A9.1 “ “ ” “ ” ” SHEET NAME: SHEET NUMBER: DESCRIPTION:DATE:REV: Pr o j e c t N o : C A 3 7 1 1 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 25 5 0 - A 2 P R O T O T Y P E NE C M O N T E R E Y A V E . & D I N A H S H O R E D R . PA L M D E S E R T , C A 9 2 2 1 1 c ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 DATE: 03/22/2024 89 BUILDING PARAPET 2 METAL AWNING BELOW METAL AWNING BELOW 36"x30" ROOF ACCESS HATCH EQ31 BUILDING PARAPET 1 BUILDING PARAPET 2 PARAPET 3 ROOF DRAIN, WITH OVERFLOW; DRAIN & DAYLIGHT ONTO PARAPET 2 ROOF. DAYLIGHT OVERFLOW 18" ABOVE GRADE. PARAPET 2 ROOF DRAIN WITH OVERFLOW; CONNECT PARAPET 2 ROOF DRAIN TO STORM SEWER OR DAYLIGHT THROUGH FACE OF CURB AT DRIVE AISLE W/ TRENCH DRAIN. DAYLIGHT OVERFLOW 18" ABOVE GRADE. 36"x36" KEYED ACCESS, BY G.C. PARAPET 1 ROOF DRAIN WITH OVERFLOW; CONNECT TO PARAPET 2 DRAIN. DAYLIGHT OVERFLOW 18" ABOVE GRADE FRAMED CANOPY BELOW 14" PE R 1 ' - 0 " CANOPY ROOF DRAIN TO DOWNSPOUTS: CONNECT TO STORM SEWER OR DAYLIGHT TO FACE OF CURB W/ TRENCH DRAIN. CANOPY ROOF OVERFLOW DAYLIGHT 1" PROUD OF SOFFIT MATERIAL 14" PE R 1 ' - 0 " CRICKETCRICKETCRICKET 06 METAL AWNING BELOW NOTE: ROOF PARAPET IS GREATER THAN 42" ABOVE ROOF LEVEL; NO FALL PROTECTION REQUIRED & MECHANICAL EQUIPMENT TO BE SCREEN BY PARAPET CONDENSER 300# CONDENSER 300# RTU - 1 700 # RTU - 2 700 # CONDENSER 210# ROOF MOUNTED HVAC EQUPMENT; COORD. W/MECHANICAL EQ8A COORD. WITH MECHANICAL; (2ND UNIT IN CLIMATE ZONES 1-4) EQ15A COORD. W/ MECH; INSTALLED ON SLEEPERS. CRICKET CRICKET 1 / 2 " PE R 1 ' - 0 " 1 / 2 " PE R 1 ' - 0 " 1 / 2 " PE R 1 ' - 0 " 1/4" SLO P E A T V A L L E Y 1/4" SLO P E A T V A L L E Y 1/4" S L O P E A T V A L L E Y 1 / 2 " PE R 1 ' - 0 " 1/2" PER 1'-0" P-14 P-14 P-14 P-14 14" PER 1'-0" 14" PE R 1 ' - 0 " 14" PE R 1 ' - 0 " 14" PER 1'-0" 14" PE R 1 ' - 0 " METAL AWNING BELOW SCALE: 3/8" = 1'-0" ROOF PLAN1 0'3'2'1' A4.0 ROOF PLAN/ ROOF DETAILS “ “ ” “ ” ” SHEET NAME: SHEET NUMBER: DESCRIPTION:DATE:REV: Pr o j e c t N o : C A 3 7 1 1 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 25 5 0 - A 2 P R O T O T Y P E NE C M O N T E R E Y A V E . & D I N A H S H O R E D R . PA L M D E S E R T , C A 9 2 2 1 1 c ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 DATE: 03/22/2024 Y: \ A c t i v e P r o j e c t s \ D u t c h B r o s \ 2 4 - C A 3 7 1 1 N E C M o n t e r e y A v e . & D i n a h S h o r e D r . , P a l m D e s e r t , C A \ D r a w i n g s \ C A 3 7 1 1 - A 4 . 0 - R O O F P L A N - A 2 . d w g , 3/ 2 2 / 2 0 2 4 4 : 1 6 : 4 2 P M , b e l l e 90 CLCLCL CL CL CL CL CL CL CL CL CL CL CL PROVIDE PLYWOOD SHEATHING & WF-1 ABOVE COOLER CL CL SCALE: 3/8" = 1'-0" FLOOR PLAN1 0'3'2'1' A2.0 FLOOR PLAN/ DETAILS/ SCHEDULES “ “ ” “ ” ” SHEET NAME: SHEET NUMBER: DESCRIPTION:DATE:REV: Pr o j e c t N o : C A 3 7 1 1 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 25 5 0 - A 2 P R O T O T Y P E NE C M O N T E R E Y A V E . & D I N A H S H O R E D R . PA L M D E S E R T , C A 9 2 2 1 1 c ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 DATE: 03/22/2024 N Y: \ A c t i v e P r o j e c t s \ D u t c h B r o s \ 2 4 - C A 3 7 1 1 N E C M o n t e r e y A v e . & D i n a h S h o r e D r . , P a l m D e s e r t , C A \ D r a w i n g s \ C A 3 7 1 1 - A 2 . 0 - F L O O R P L A N - A 2 . d w g , 8/ 1 3 / 2 0 2 4 1 0 : 5 6 : 2 8 A M , b e l l e 91 EX I T SCALE: 3/8" = 1'-0" LIFE SAFEFY PLAN1 0'3'2'1' A0.0 LIFE SAFETY PLAN “ “ ” “ ” ” SHEET NAME: SHEET NUMBER: DESCRIPTION:DATE:REV: Pr o j e c t N o : C A 3 7 1 1 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 25 5 0 - A 2 P R O T O T Y P E NE C M O N T E R E Y A V E . & D I N A H S H O R E D R . PA L M D E S E R T , C A 9 2 2 1 1 c ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 DATE: 03/22/2024 PROJECT STATISTICS: SCOPE NEW CONSTRUCTION OF A DUTCH BROS COFFEE STAND. THE BUILDING CONSISTS OF (1) DRIVE-THRU WINDOWS AND (1) WALK-UP SERVICE WINDOW WITHOUT INDOOR SEATING; NO INTERIOR ACCESS TO THE PUBLIC. CODE SUMMARY FIRE CODE 2022 IFC SITE DATA ZONING:PCC SITE AREA:38,306 S.F BUILDING CONSTRUCTION DATA CONSTRUCTION TYPE:V-B AUTOMATIC SPRINKLER SYSTEM:NO PROPOSED BUILDING HEIGHT:24'-0" PROPOSED STORIES:1 TOTAL FLOOR AREA:950 S.F. GROSS MAXIMUM ALLOWABLE AREA:6,000 S.F. FIRE-RESISTANCE RATING FOR STRUCTURAL ELEMENTS:0 HOURS (PER IBC TABLE 601) BUILDING OCCUPANCY DATA OCCUPANCY CLASSIFICATION:GROUP B (RESTAURANT)49 OCCUPANTS MAX. GROSS AREA:950 S.F. LOAD FACTOR: 1/150 OCCUPANT LOAD:6.33 TOTAL OCCUPANT LOAD:7 EXITS: TOTAL EXITS:1 7 (OCCUPANT LOAD) X .2" / PERSON:1.40 INCHES EXIT WIDTH PROVIDED:40 INCHES MAXIMUM EXIT ACCESS TRAVEL DISTANCE:75 FEET Y: \ A c t i v e P r o j e c t s \ D u t c h B r o s \ 2 4 - C A 3 7 1 1 N E C M o n t e r e y A v e . & D i n a h S h o r e D r . , P a l m D e s e r t , C A \ D r a w i n g s \ C A 3 7 1 1 - A 0 . 0 - L S P L A N - A 2 . d w g , 8/ 1 3 / 2 0 2 4 1 0 : 4 7 : 4 7 A M , b e l l e 92 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.5 0.5 0.4 0.3 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.0 1.1 1.1 1.1 1.0 0.9 0.9 0.9 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.1 1.5 1.7 0.0 0.0 0.0 0.0 0.0 1.4 1.8 1.5 1.2 1.0 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 1.2 0.0 1.9 2.0 2.3 2.3 2.4 2.6 2.7 2.6 2.4 2.0 1.8 0.0 0.0 0.0 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.8 0.0 2.0 1.8 1.9 2.2 2.1 2.2 2.5 2.6 2.9 3.0 2.7 2.8 2.3 1.8 1.6 1.2 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.9 0.0 2.1 1.7 1.7 2.0 1.8 1.9 2.5 2.5 3.1 3.4 3.6 3.9 3.1 2.6 2.2 1.5 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.1 0.0 2.3 2.0 1.8 1.8 2.9 3.0 2.6 2.6 3.1 3.8 4.3 4.9 3.9 3.0 2.4 1.5 0.8 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.3 2.3 2.2 1.9 2.1 2.9 5.7 6.5 5.4 3.2 2.9 3.8 4.5 5.0 3.7 3.3 2.5 1.5 0.8 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 1.6 2.5 2.4 1.8 2.1 4.9 5.8 3.8 2.9 4.1 4.2 4.5 3.7 3.0 2.3 1.4 0.7 0.6 0.6 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.7 1.5 2.7 2.8 2.7 3.5 11.4 8.9 3.9 3.6 3.1 2.7 2.1 1.3 0.9 1.2 1.2 0.9 0.6 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.8 0.0 2.6 2.7 2.8 3.2 4.6 2.0 2.1 3.2 2.9 2.7 2.4 1.8 1.3 0.8 0.0 1.6 1.3 0.8 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.8 0.0 2.1 2.4 2.5 2.7 5.9 6.5 4.6 1.9 1.4 1.4 2.2 2.3 2.6 2.5 2.2 1.8 1.7 1.4 1.5 1.6 1.2 0.7 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.6 0.2 1.6 1.8 2.0 2.0 3.3 4.7 3.9 2.3 1.7 1.9 2.1 2.2 2.3 2.3 2.0 2.1 2.4 2.0 1.8 1.4 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.0 0.2 0.7 0.8 1.3 1.7 1.7 1.6 1.5 1.7 1.6 1.6 1.7 1.9 1.8 2.3 2.7 2.6 1.9 1.2 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.3 0.4 0.5 0.7 0.9 0.7 0.7 1.0 1.6 2.1 2.4 2.2 1.6 0.8 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.8 1.4 1.6 1.4 1.0 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.8 0.7 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 L6 @ 8' L6 @ 8' L9 @ 10.5' (TYP. OF 8) L9 @ 10.5' (TYP. OF 6) S1 @ 25' S3 @ 25' S2 @ 25' S2 @ 25' S1 @ 25' S1 @ 25' S1 @ 25' 1 ELECTRICAL PHOTOMETRIC PLAN LUMINAIRE SCHEDULE BOND TO POLE GROUNDING LUG. #6 BARE STRANDED COPPER WIRE. OR ARCHITECTURAL DRAWINGS POLE BASE, SEE CIVIL DRAWINGS PAVING, TACK COAT TO CONCRETE CONCRETE, PLANTING OR A.C. TIE ANCHOR BOLTS TO REBARS PER LIGHT POLE MANUFACTURER ANCHOR BOLTS & LEVELING NUTS SLOPING DOWN TO CONCRETE FINISH EXPOSED PORTION SMOOTH, 1" MIN. UNDER LIGHTPOLE PLATE, LIGHT POLE COPPER WELD GROUND ROD. 10'-0" x 5/8" DIAMETER 24" MIN. EXPOSED CONCRETE WITH SACKED FINISH ELECTRICAL CONDUIT TOOLED RADIUS CORNER LIGHT FIXTURE. SEE COPPER GROUND POLE AS PER CEC. 1#6 USE BONDING 3'-0" REFER TO STRUCTURAL/ARCHITECTURAL DETAIL FOR ADDITIONAL REQUIREMENT. NOTE: INTERFACE OF CONDUITS BY EACH LIGHT POLES FOR THE BOX WITH TRAFFIC RATED COVER PROVIDE A CONCRETE CHRISTY POLE BASE DETAIL SCALE: N.T.S. JUMPER FOR LIGHT BASE COVER PULL BOX 2"X4" HANDHOLE COVER W/TAMPER-PROOF STAINLESS STEEL CREWS “ “ ” “ ” ” SHEET NAME: SHEET NUMBER: DESCRIPTION:DATE:REV: Pr o j e c t N o : C A 3 7 1 1 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 25 5 0 - A 2 P R O T O T Y P E NE C M O N T E R E Y A V E . & D I N A H S H O R E D R . PA L M D E S E R T , C A 9 2 2 1 1 c ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 DATE: 03/22/2024 EN*INEERIN* 400 N. McCarthy Blvd., Suite 250 info@acies.net | Copyright c 2023 ph: (408)522-5255 | fx: (408)522-5260 Milpitas CA, 95035 SCHEDULE SYMBOL LABEL QUANTITY MANUFACTURER CATALOG NUMBER UNDER CANOPY OR BUG RATING DESCRIPTION NUMBER OF LAMPS LUMENS PER LAMP LIGHT LOSS FACTOR WATTAGE L6 2 RAB LIGHTING INC. WPLED26Y-WPLED26Y/D10 (WALLPACK) - ALED26Y-ALED26Y/D10 (AREA LIGHTER) (UNDER CANOPY) CAST FINNED METAL HOUSING, MOLDED PLASTIC REFLECTOR WITH SEMI-SPECULAR FINISH B1-U0-G1 1 3295 0.72 29.70 L9 14 DMF LIGHTING DRD5S-4R-07930 (UNDER CANOPY)DRD5S-4R-07930 1 757 0.72 8.37 S1 4 LSI INDUSTRIES, INC.MRS-LED-09L-SIL-FT-40-70CRI-IL (BUG RATING: B1 - U0 - G1)OUTDOOR LED AREA LIGHT 1 6039 0.72 63 S2 2 LSI INDUSTRIES, INC.MRS-LED-12L-SIL-3-40-70CRI (BUG RATING: B2 - U0 - G2)OUTDOOR LED AREA LIGHT 1 12897 0.72 86 S3 1 LSI INDUSTRIES, INC.MRS-LED-15L-SIL-FT-40-70CRI (BUG RATING: B2 - U0 - G2)OUTDOOR LED AREA LIGHT 2 15301 0.72 222 22'-0" 2'-0" DIAMETER SQUARE STRAIGHT STEEL POLE TO MATCH EXISTING E0.02 PHOTOMETRIC SITE PLAN STATISTICS DESCRIPTION SYMBOL AVE MAX MIN MAX/MIN AVE/MIN DRIVE THRU GENERAL HARDSCAPE PARKING & DRIVEWAY TRASH ENCLOSURE 2.5 fc 6.5 fc 1.4 fc 4.6:1 1.8:1 1.5 fc 11.4 fc 0.0 fc N/A N/A 2.5 fc 5.0 fc 1.0 fc 5.0:1 2.5:1 1.1 fc 1.4 fc 0.8 fc 1.8:1 1.4:1 93 E0.03 EXTERIOR LIGHTING CUTSHEETS “ “ ” “ ” ” SHEET NAME: SHEET NUMBER: DESCRIPTION:DATE:REV: Pr o j e c t N o : C A 3 7 1 1 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 25 5 0 - A 2 P R O T O T Y P E NE C M O N T E R E Y A V E . & D I N A H S H O R E D R . PA L M D E S E R T , C A 9 2 2 1 1 c ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 DATE: 03/22/2024 EN*INEERIN* 400 N. McCarthy Blvd., Suite 250 info@acies.net | Copyright c 2023 ph: (408)522-5255 | fx: (408)522-5260 Milpitas CA, 95035 94 E0.04 EXTERIOR LIGHTING CUTSHEETS “ “ ” “ ” ” SHEET NAME: SHEET NUMBER: DESCRIPTION:DATE:REV: Pr o j e c t N o : C A 3 7 1 1 Du t c h B r o s C o f f e e - N e w F r e e s t a n d i n g S t o r e 25 5 0 - A 2 P R O T O T Y P E NE C M O N T E R E Y A V E . & D I N A H S H O R E D R . PA L M D E S E R T , C A 9 2 2 1 1 c ARMET DAVIS NEWLOVE & ASSOCIATES, AIA ARCHITECTS 1330 OLYMPIC BLVD. SANTA MONICA, CALIFORNIA 90404 PH 310 452-5533 FAX 310 450-4742 DATE: 03/22/2024 EN*INEERIN* 400 N. McCarthy Blvd., Suite 250 info@acies.net | Copyright c 2023 ph: (408)522-5255 | fx: (408)522-5260 Milpitas CA, 95035 95 96 2 5 22A 22A 22 A W A T E R L I N E E A S E M E N T I N S T . N O . 2 0 2 1 - 3 1 4 4 6 1 WATERLINE EASEMENT INST. NO. 2019-306245 WATERLINE EASEMENT INST. NO. 2019-306245 WA T E R L I N E E A S E M E N T IN S T . N O . 2 0 1 9 - 3 0 6 2 4 5 S A N D A R E A “ “ ” “ ” ” Dial 811 Callbefore you dig. below.Know what's PRELIMINARY NOT FOR CONSTRUCTION TI T L E S H E E T C1 . 0 DI N A H S H O R E R D PRIVATE ROAD PR I V A T E R O A D DUTCH BROS COFFEE SCALE: 1"=20' VICINITY MAP SITE LOCATION PROJECT DATA FLOOD ZONE: DEVELOPER ENGINEER BUILDING ARCHITECT OWNER LANDSCAPE ARCHITECT Sheet Number Sheet Title NOT F O R CON S T R U C T I O N 97 E E E E E E E E E E E E E E E E E E E E E E E E SD SD SD SD WWWWWWWWWWWW W SS SS SS SS SS W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWW W W W W W W W W W W W W W W W W G R A V E L A R E A PLAN ISOMETRIC MATCH EXISTING ELEVATIONS OF ADJACENT CURB AND GUTTER. “ “ ” “ ” ” Dial 811 Callbefore you dig. below.Know what's PRELIMINARY NOT FOR CONSTRUCTION PR E L I M I N A R Y S I T E P L A N C2 . 0 DI N A H S H O R E R D PRIVATE ROAD PR I V A T E R O A D DUTCH BROS COFFEE SCALE: 1"=10' CONSTRUCTION NOTES: VICINITY MAP SITE LOCATION LEGEND ON-SITE CURB CUT NOT F O R CON S T R U C T I O N 98 E E E E E E E E E E E E E E E E E E E E E E E E E E SD SD SD SD WWWWWWWWWWWW W SS SS SS SS SS W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWW W W W W W W W W W W W W W W W W W G R A V E L A R E A FF=208.50 “ “ ” “ ” ” Dial 811 Callbefore you dig. below.Know what's PRELIMINARY NOT FOR CONSTRUCTION PR E L I M I N A R Y G R A D I N G P L A N C3 . 0 DI N A H S H O R E R D PRIVATE ROAD PR I V A T E R O A D DUTCH BROS COFFEE SCALE: 1"=10' VICINITY MAP SITE LOCATION ESTIMATED EARTHWORK QUANTITIES: AREA TO BE DISTURBED = CUT: FILL: NET: · · · ACRES CY CY 366 485 119 CY (FILL) 0.53 LEGEND NOT F O R CON S T R U C T I O N 99 200 220 200 220 -0+25 0+00 1+00 1+85 200 220 200 220 -0+25 0+00 1+00 2+00 2+50 “ “ ” “ ” ” Dial 811 Callbefore you dig. below.Know what's PRELIMINARY NOT FOR CONSTRUCTION PR E L I M I N A R Y G R A D I N G S E C T I O N S C3 . 1 VICINITY MAP SITE LOCATION NOT F O R CON S T R U C T I O N 100 E E E SS SS SS SSSS SS SS SS SS SS25 22 A 22 A 22 A WATERLINE EASEMENT INST. NO. 2021-314461 WA T E R L I N E E A S E M E N T IN S T . N O . 2 0 1 9 - 3 0 6 2 4 5 WA T E R L I N E E A S E M E N T IN S T . N O . 2 0 1 9 - 3 0 6 2 4 5 W A T E R L I N E E A S E M E N T IN S T . N O . 2 0 1 9 - 3 0 6 2 4 5 E E E SS SS SS SSSS SS SS SS SS SS25 22 A 22 A 22 A WATERLINE EASEMENT INST. NO. 2021-314461 WA T E R L I N E E A S E M E N T IN S T . N O . 2 0 1 9 - 3 0 6 2 4 5 WA T E R L I N E E A S E M E N T IN S T . N O . 2 0 1 9 - 3 0 6 2 4 5 W A T E R L I N E E A S E M E N T IN S T . N O . 2 0 1 9 - 3 0 6 2 4 5 “ “ ” “ ” ” Dial 811 Callbefore you dig. below.Know what's PRELIMINARY NOT FOR CONSTRUCTION SCALE: 1"=30' LEGEND VICINITY MAP SITE LOCATION DU T C H B R O S CO F F E E 95 0 S . F . DEVELOPER PREPARED BY BMP TYPE SYMBOL INSPECTION FREQUENCY MAINTENANCE FREQUENCY BMP TYPE SYMBOL INSPECTION FREQUENCY MAINTENANCE FREQUENCY NOT F O R CON S T R U C T I O N 101 E E E E E E E E E E E E E E E E E E E E E E E E E SD SD SD SD WWWWWWWWWWWW W SS SS SS SS SS W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WWWWWWWW W W W W W W W W W W W W W W W W G R A V E L A R E A FF=208.50 “ “ ” “ ” ” Dial 811 Callbefore you dig. below.Know what's PRELIMINARY NOT FOR CONSTRUCTION PR E L I M I N A R Y U T I L I T Y P L A N C4 . 0 DI N A H S H O R E R D PRIVATE ROAD PR I V A T E R O A D DUTCH BROS COFFEE SCALE: 1"=10' VICINITY MAP SITE LOCATION LEGEND NOT F O R CON S T R U C T I O N 102 103 104 Design Review 24-0007 Dutch Bros PALM DESERT ARCHITECTURAL REVIEW COMMISSION NOVEMBER 12, 2024 11/12/2024 AGENDA ITEM 6.A.4 1 Project Request Project Applicant: Dutch Bros (Applicant) is proposing a new 950 sf “Dutch Bros” drive-through coffee shop on a 0.53-acre parcel, located off Dinah Shore Drive, within Monterey Crossings. The project will include 6,620 sf of landscaping, seven (7) parking stalls, sidewalks, and a double lane drive-through. The project Applicant is currently seeking ARC approval for Design Review for final consideration. 211/12/2024 AGENDA ITEM 6.A.4 Background On May 2017, Council approved a SP, PP, CUP, and EA for the Monterey Crossings project: An 18-acre mixed commercial center at the northeast corner of Monterey Avenue and Dinah Shore drive. The project would include drive-through restaurants, shop and retail buildings, a potential auto dealer, and a future four -story hotel spread out over 11 parcels. The COAs stipulated that future development within the Specific Plan building pads shall develop in a manner consistent with the in the Specific Plan and established the ARC as the final approval for Design Review applications within the Specific Plan. Zoning: P.C.-3 and FCOZ General Plan: Monterey Crossings Specific Plan 311/12/2024 AGENDA ITEM 6.A.4 Vicinity Map 411/12/2024 AGENDA ITEM 6.A.4 511/12/2024 AGENDA ITEM 6.A.4 611/12/2024 AGENDA ITEM 6.A.4 11/12/2024 AGENDA ITEM 6.A.4 7 11/12/2024 AGENDA ITEM 6.A.4 8 911/12/2024 AGENDA ITEM 6.A.4 1011/12/2024 AGENDA ITEM 6.A.4 1111/12/2024 AGENDA ITEM 6.A.4 1211/12/2024 AGENDA ITEM 6.A.4 11/12/2024 AGENDA ITEM 6.A.4 13 Recommendation Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review, subject to following conditions: 1)All equipment shall be screened from public view. 2)Drive-through queue shall be screened to the best extent possible from Dinah Shore drive, with the combination of a masonry wall and landscaping. 3)The Applicant shall comply with all conditions of approval provided by the City’s Land Development Division 14AGENDA ITEM 6.A.411/12/2024 CITY OF PALM DESERT ATTENDANCE REPORT Advisory Body: Architectural Review Commission Prepared By: Year 2023 2023 Month Date 9-Jan 24-Jan 13-Feb 27-Feb 12-Mar 26-Mar 9-Apr 23-Apr 14-May 28-May 11-Jun 25-Jun 9-Jul 23-Jul 13-Aug 27-Aug 10-Sep 24-Sep 8-Oct 22-Oct 14-Nov 28-Nov 12-Dec 28-Dec Blakeley, James Edward EEEEP - PPE P PP-E - P -PPPP - P -6 0 Colvard, Dean Wallace PPPPP - PE P P PP-P - P -EAPE - P -4 1 Latkovic, Nicholas PPPPP - PP P P PP-P - P -PPPP - E -1 0 McAuliffe, Michael PPPPP - PP P P PE-P - P -PPEP - P -2 0 McIntosh, James EPPPP - PE P E PP-P - A -PPEP - P -5 1 Sanchez, Francisco PPPE P - PP P P PP-P - P -EPPP - P -2 0 Vuksic, John PPPPP - PP P P PP-P - E -PPPP - P -1 0 Palm Desert Municipal Code 2.34.010: P Present A Absent E Excused - No meeting 2024 2024 2024 Total Absences Oct Nov Dec 20232024 2024 2024 M. Gonzalez Twice Monthly: Six unexcused absences from regular meetings in any twelve-month period shall constitute an automatic resignation of members holding office on boards that meet twice monthly. Total Unexcused Absences Jan Feb Mar Apr May Jun Jul Aug Sep 2024 2024 2024 2024 105