Loading...
HomeMy WebLinkAboutItem 4A - DP-2024-0009_PC Packet PLANNING COMMISSION STAFF REPORT DATE: February 26, 2025 NEW BUSINESS SUBJECT: A REQUEST BY MCWHIRTER REALTY PARTNERS FOR APPROVAL OF A MAJOR DEVELOPMENT PERMIT (DP) TO CONSTRUCT A NEW 4,012- SQUARE-FOOT COMMERCIAL BUILDING FOR A SHERWIN-WILLIAMS PAINT STORE AT A 0.38-ACRE UNDEVELOPED PARCEL LOCATED NEAR THE SOUTHEAST CORNER OF NORTH PALM CANYON DRIVE AND EAST STEVENS ROAD, ZONE C-1, SECTION 10 (CASE DP-2024- 0009). (NK) FROM: Department of Planning Services SUMMARY: This is a request for approval of a Major development Permit for a new 4,012-SF commercial building on a 0.38-acre undeveloped parcel (APN: 505-184-028) for a future Sherwin-Williams paint store. The project site is located on North Palm Canyon Drive in the C-1 (Retail Commercial) Zone. The following application has been filed in conjunction with this request: • AR-2025-0008 – Major Architectural Review Application ISSUES: 1. The photometric plan does not fully conform to the City’s outdoor lighting standards (PSZC Section 93.21.00) as submitted. 2. The two (2) 9-foot-wide end parking stalls facing the building do not meet the 11- foot minimum width requirement as required in PSZC Section 93.06.00(E)(13). RECOMMENDATION: The Planning Commission adopt the attached draft resolution and approve the project subject to the conditions of approval recommended by staff (Attachment 3), which include the following: 1. PLN 1. Outdoor Lighting Conformance. Outdoor lighting shall fully conform to the requirements of the Outdoor Lighting Standards (PSZC Section 93.21.00). Planning Commission Staff Report February 26, 2025 – Page 2 of 10 Case DP-2024-0009 Outdoor lighting shall not produce disability glare, discomfort glare, light trespass, and/or light pollution as defined in Palm Springs Zoning Code Sections 93.21.00(A)(7), (8), (9), and (10). Applicant shall submit a revised photometric plan along with light fixture specifications (e.g. manufacturer’s brochure) to the Department of Planning Services prior to the Architectural Review. 2. PLN 10. Parking Stall Width Requirement. Increase the width of the two (2) end parking spaces facing the building to 11 feet or increase the width of the adjacent planting bed curbs to 2 feet. Applicant shall submit a revised site plan and a landscape plan to the Department of Planning Services prior to the Architectural Review. SCOPE OF REVIEW: 1. The Planning Commission shall review the Development Permit application (Case DP-2024-0009) for conformance to the criteria listed in Palm Springs Zoning Code (PSZC) Section 94.04.01(D). BUSINESS PRINCIPAL DISCLOSURE: The property is owned by natural persons named Wayne Gottlieb and Margaret Gottlieb; therefore, the application is not subject to the disclosure requirement. PROJECT DESCRIPTION: The application proposes the construction of a new 4,012-SF single-story commercial building at the maximum building height of 18 feet on a 0.38-acre undeveloped parcel located near the southeast corner of North Palm Canyon Drive and East Stevens Road in the C-1 Zone. In addition to the building, the proposed site design includes a new parking lot for vehicles and bicycles, a new trash enclosure, and perimeter landscape. BACKGROUND INFORMATION: Related Relevant City Actions 10/23/2024 Pre-Submittal Conference (PRECON-2024-0027) was held for the proposed project. Most Recent Change of Ownership 07/19/2017 Wayne Gottlieb and Margaret Gottlieb Neighborhood Notice 02/20/2025 Notice emailed to Neighborhood Organizations within one (1) mile of the project site. Planning Commission Staff Report February 26, 2025 – Page 3 of 10 Case DP-2024-0009 Field Check 02/10/2025 Staff conducted a site visit to confirm the condition of the site. Existing Street Improvement Conditions Street Name Travel Lanes Curb & Gutter Sidewalk North Palm Canyon Drive Y Y Y DETAILS OF APPLICATION REQUEST: Site Area Net Acres 0.38 Acre (16,680 SF) Surrounding Property Existing Land Use Per Chapter 92 Existing General Plan Designation Existing Zoning Designation Subject Property Undeveloped Lot Mixed-Use/Multi- Use (MU) Retail Business (C-1) North Commercial (Professional Office) MU C-1 South Commercial (Contractor’s Office) MU C-1 East Multi-Family Residential (Apartments) MU (Multiple-Family Residential and Hotel) R-3 West Multi-Family Residential (“Aloe”) MU C-1/PD* 390 *Planned Development District General Plan Areas or Master Plan Areas Compliance Mixed/Multi-Use Area (General Plan) Y “R” Resort Overlay Zone Y DEVELOPMENT STANDARDS: Pursuant to PSZC Section 92.12.03, the following standards apply: Standard Required/ Allowed Provided Compliance Min. Lot Size 20,000 SF 16,680 SF Y* (*Legal Nonconforming) Min. Lot Width 100 Feet 120 Feet Y Min. Lot Depth 150 Feet 139.51 Feet Y* (*Legal Nonconforming) Planning Commission Staff Report February 26, 2025 – Page 4 of 10 Case DP-2024-0009 Standard Required/ Allowed Provided Compliance Min. Lot Frontage on Street 100 Feet 120 Feet Y Min. Setbacks • Front (West) • Side (North) • Side (South) • Rear (East) 5 Feet 0 Feet 0 Feet 20 Feet 5 Feet 24.8 Feet 25 Feet 74.5 Feet Y Y Y Y Max. Lot Coverage None 24.1 % N/A Min. Open Space None 20.7 % N/A Max. Building Height 30 Feet 18 Feet* *Excludes rooftop equipment screen height (4.5 Feet) Y Perimeter Wall Height • Front (West) • Side (North) • Side (South) • Rear (East) 4.5 Feet 4.5 ~ 6 Feet 4.5 ~ 6 Feet 6 Feet None Proposed None Proposed* 3.7 ~ Approx. 6 Feet (Existing) Approx. 6 Feet (Existing) *The existing perimeter wall along the north property line is located on the adjacent lot (1492 N. Palm Canyon Dr.) N/A N/A Y Y Trash Enclosure Screened 6’ High Screened 6’ High Y Mechanical Equipment Screened Screened Y Min. Building Area 2,000 SF 4.012 SF Y Pursuant to PSZC Section 93.06.00, the following parking standards apply: Parking Requirement Use SF or # of Units Parking Ratio Required Provided Comp. Reg. Handi- cap Reg. Handi- cap Hardware Store 4,012 SF 1 Space/ 300 SF (Gross)* 13.37 ≈ 13 14 TOTAL SPACES REQUIRED 13 14 Y Planning Commission Staff Report February 26, 2025 – Page 5 of 10 Case DP-2024-0009 Regular and Handicap Spaces Req. 12 1 13 1 Y Required EV Charging Space 1 1 Y *Zoning code does not provide the minimum parking requirement for a hardware store. Parking requirement is calculated at the ratio for “Retail Stores Not Otherwise Specified Herein” (PSZC Section 93.06.00.D.33) ANALYSIS: Site Plan: The project site is a 0.38-acre undeveloped parcel located on North Palm Canyon Drive near the southeast corner of North Palm Canyon Drive and East Stevens Road. As mentioned in the table above, the size and depth of the lot are legal nonconforming to the current C-1 Zone development standards. The proposed development features include a building, two driveway approaches, vehicle and bicycle parking, trash enclosure, and new landscape. The site is designed with two driveway approaches on the North Palm Canyon Drive frontage, and on-site circulation will be provided by a one-way driveway which extends from one driveway approach to another and wraps around the building. Off-street parking will be provided on both sides of the driveway, and the edge of the project site is designed with a 5-foot-wide landscape buffer. The property is currently located 45 feet away from the centerline of North Palm Canyon Drive. The ultimate half street right-of-way width is 50 feet along the street, and a 5-foot- wide right-of-way dedication may be required in the future at the discretion of the Department of Engineering Services. Such a determination will be made based on future needs as well as the existing development pattern along North Palm Canyon Drive. Mass and Scale: The project proposes a 4,012-SF single-story building at a maximum building height of 18 feet. The site abuts single-story buildings on all sides, and the proposed yard setbacks range from 24.8 feet to 74.5 feet while the code-required minimum rear and side yard setbacks are 20 feet and zero in the C-1 Zone, respectively. The proposed project meets the applicable setbacks, building height, and the C-1 Zone minimum building size requirement of 2,000 square feet. The lot size of the project site is larger than the abutting parcels to north and south, and the size of the proposed building is greater than the neighboring buildings. However, ample separation distance is provided between the site and the abutting properties, and the neighboring properties will not be negatively impacted by the massing and scale of the building. Buffers and Open Space: The proposed project site is designed with a 5-foot-wide landscape buffer on all sides. The project site boundary is currently defined by existing perimeter walls that are approximately 6 feet in height. The project is proposing the retention of the existing walls. There is no minimum open space requirement in the C-1 Zone. Per PSZC Section Planning Commission Staff Report February 26, 2025 – Page 6 of 10 Case DP-2024-0009 92.12.03(D)(2)(a), the 5-foot-wide front yard setback is required to be landscaped, and the project meets this requirement. Grading and Topography: The site’s natural topography is relatively flat, and it gradually slopes down from its northwest corner to the southeast corner by approximately 3 feet (approximately 2% in slope). The proposed building pad elevation is set at the highest elevation of the project site, which will be relatively close to the pad height of the adjacent property to the north (elevation difference of approximately 0.21 feet). The proposed elevation decreases as it moves towards south for stormwater management purposes, and it will reduce the elevation difference between the site and its abutting property to south which is located at a lower elevation. The finished floor elevation of the abutting property to the south is approximately 2.2 feet lower than the elevation proposed for the project. FINDINGS – DEVELOPMENT PERMIT: PSZC Section 94.04.01(D) requires the approval authority to evaluate the application and make findings for conformance to the following criteria: Criteria and Findings [PSZC 94.04.01(D)] Compliance 1. The proposed project is consistent with the General Plan and any applicable specific plan; Y One of the intended uses of the MU land use designation area is community-serving retail commercial (Palm Springs 2040 General Plan, page 2-15), which is consistent with the proposed use. The maximum Floor Area Ratio (FAR) allowed for non-residential uses in the MU designation area is 0.50, and the project meets this density requirement also since 0.24 FAR is proposed. 2. The proposed uses are in conformance to the use permitted in the zone district where the site is located, and are not detrimental to adjacent properties or residents; Y Pursuant to PSZC Section 92.12.01(A)(29), the proposed use is permitted by right in the C-1 Zone. The proposed use is a hardware and appliance retail store, and there are no industrial activities (e.g. paint manufacturing) proposed at the site. The site is located on a prominent commercial corridor, and the proposed use is comparable to other retail uses. Hence, the use will not create detrimental impacts on the adjacent properties or residents. 3. The proposed project is in conformance to the property development standards for the zone district where the site is located; Yes, as conditioned Planning Commission Staff Report February 26, 2025 – Page 7 of 10 Case DP-2024-0009 Criteria and Findings [PSZC 94.04.01(D)] Compliance As analyzed in the development standard analysis table on pages 3 through 5 of this staff report above, the proposed project meets the C-1 Zone development standards except for two items. The proposed outdoor lighting standards and the width of the end parking spaces do not meet the development standards as proposed; however, staff is recommending conditions of approval (PLN 1 and PLN 10) to address these issues. Such development features can be modified to conform to the zoning code without requiring significant changes or altering the character of the project. Therefore, the proposed project meets this finding as conditioned. 4. The proposed height and massing of the project is consistent with applicable standards and compatible with adjacent development; Y The proposed 18-foot-high single-story building is less than the maximum building height permitted in the C-1 zone which is 30 feet. The site abuts single-story buildings on all sides except for the west side. While the size of the proposed building is slightly larger (by 1,200 ~ 1,400 SF) than the abutting developments to the north and south, due to its larger lot size and the massing of the proposed building, it is compatible with the adjacent developments, and it is contextually appropriate. 5. The proposed setbacks and placement of the building are consistent with applicable standards and consistent with setbacks of adjacent buildings; Y The proposed project meets the C-1 Zone minimum yard setback requirements. Generally, the project proposes wider setbacks than the abutting properties. The front yard setback for the project is compatible with the adjacent existing developments which provide zero (North) and approximately 17 feet of setback (South). 6. The site for the proposed project has adequate access to streets and highways property designed and improved to carry the type and quantity of traffic to be generated by the proposed uses, and the design for the site plan enhances or continues the city’s existing grid in accordance with the Circulation Plan of the General Plan; Yes, as conditioned Planning Commission Staff Report February 26, 2025 – Page 8 of 10 Case DP-2024-0009 Criteria and Findings [PSZC 94.04.01(D)] Compliance The site is easily accessible from North Palm Canyon Drive, and the street is adequate to accommodate the amount of traffic expected to be generated by the proposed project. There are two existing driveway approaches at the site that are nonconforming to the current City standards, which will be reconstructed in accordance with the current design standards as a part of the project. The project site is an existing lot, and it will not affect the existing circulation grid and transportation pattern. As stipulated in Conditioned (ENG 3), a 5-foot-wide dedication may be required to provide the ultimate half street right-of-way width of 50 feet. Traffic and access will be adequate with the dedication and widening of North Palm Canyon Drive per the condition of approval. 7. On-site circulation conforms to minimum standards, and accommodations are made for safe on-site pedestrian circulation; Yes, as conditioned. The proposed on-site circulation meets the minimum off-street parking standards such as the driveway width and separation distance requirement between the two (2) driveway approaches. Additionally, the project proposes a designated pedestrian path at the northeast corner of the building for access to the parking spaces located farthest from the building. The two 9-foot-wide end parking spaces facing the building do not meet the minimum width requirement of 11 feet. To address this issue, staff is recommending a condition of approval (PLN 10), which requires the width of such stalls to be increased to 11 feet or increase the width of the adjacent planting bed curbs to 2 feet. As conditioned, the project meets this finding. 8. Landscape areas and open space are in conformance to applicable standards, and the design of stormwater management features are appropriately integrated with other elements of the site design; Y The project site is designed with a 5-foot-wide landscape buffer, and 65.9% of the proposed parking area will be shaded. The preliminary grading plan indicates that the water collected on-site will be directed towards the stormwater drainage chamber located at the southwest corner of the site via sloped ground surface and the landscape drainage improvements located in the north planting bed. Considering the proposed grading and site design, the locations of the stormwater management features are appropriate. 9. Public infrastructure, such as water, sewer, and similar utilities, is adequate to serve the proposed project; Y The project site is immediately adjacent to a major thoroughfare in an urbanized area, and it is accessible to public utilities and infrastructure. Planning Commission Staff Report February 26, 2025 – Page 9 of 10 Case DP-2024-0009 Criteria and Findings [PSZC 94.04.01(D)] Compliance 10. Based on environmental review, the proposed project either has no potentially significant environmental impacts, any potentially significant impacts have been reduced to less than significant levels because of mitigation measures incorporated in the project, or a Statement of Overriding Considerations has been adopted to address unmitigated significant environmental impacts; Y The proposed project is categorically exempt from a California Environmental Quality Act (CEQA) review pursuant to Section 15332 of the CEQA Guidelines (Class 32, In-Fill Development Projects) as explained in the Environmental Analysis section of this staff report below (page 9). The proposed project has no potentially significant environmental impacts. 11. The proposed project has no unacceptable adverse effects on public welfare, health or safety. Yes, as conditioned The proposed project is consistent with the intent and policies of the General Plan and zoning code, including the C-1 Zone development standards as conditioned. In addition to the adequate separation distance provided between the site and its abutting properties, the proposed building is compatible with the surrounding developments in terms of massing and scale. Additionally, the proposed retail use at the site is comparable to other commercial uses that are found on North Palm Canyon Drive, which is the most prominent commercial corridor in the City. Finally, the project will be implemented in accordance with applicable law to ensure the public welfare, health, or safety such as the Building Code and Fire Department regulations. ENVIRONMENTAL ANALYSIS: The proposed development is considered a “project” pursuant to the terms of the California Environmental Quality Act (“CEQA”), and has been determined to be categorically exempt pursuant to Section 15332 of the CEQA Guidelines (Class 32, In-fill Development Projects) due to the following reasons: 1) The project is consistent with the applicable General Plan and all applicable General Plan policies, as well as the applicable zoning designation and regulations; 2) The project site is less than five acres in size and located in an urbanized area within the City limit; 3) The project site does not have any value as a habitat for endangered, rare of threatened species; 4) Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality; and 5) The site can be adequately served by all required utilities and public services. CONCLUSION: The proposed project is generally consistent with the General Plan and meets the Planning Commission Staff Report February 26, 2025 – Page 10 of 10 Case DP-2024-0009 applicable development standards except for features such as outdoor lighting standards and the width of the end parking spaces, which will be addressed through conditions of approval. Although the outdoor lighting standards and the width of the end parking spaces do not meet the development standards as proposed, they can be modified to conform to the zoning code without requiring significant changes or altering the character of the project. Additionally, as stated above, the proposed project meets the criteria for approving a Major Development Permit application. Therefore, staff recommends that the Planning Commission approve the Major Development Permit application, Case DP- 2024-0009, subject to the conditions of approval recommended by staff (Attachment 3). REVIEWED BY: PREPARED BY: Noriko Kikuchi, AICP, Associate Planner REVIEWED BY: Christopher Hadwin, Director of Planning Services ATTACHMENTS: 1. Vicinity Map 2. Aerial Map 3. Draft Resolution & Conditions of Approval 4. Justification Letter 5. Site Photographs 6. Plans Department of Planning Services Vicinity Map CITY OF PALM SPRINGS Case DP-2024-0009 Sherwin-Williams Paint Store APN: 505-184-028 Project Site N. Palm Canyon Dr. E. Stevens Rd. N. Indian Canyon Dr. RESOLUTION NO. A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM SPRINGS, CALIFORNIA, APPROVING MAJOR DEVELOPMENT PERMIT APPLICATION, CASE DP-2024-0009, TO CONSTRUCT A 4,012-SQUARE-FOOT COMMERCIAL BUILDING ON A 0.38-ACRE UNDEVELOPED PARCEL LOCATED NEAR THE SOUTHEAST CORNER OF NORTH PALM CANYON DRIVE AND WEST STEVENS ROAD (APN: 505-184-028), ZONE C-1, SECTION 10. WHEREAS, McWhirter Realty Partners, (the “Applicant”) has filed Case DP-2024-0009, a Major Development Permit Application, in accordance with Section 94.04.00 (Development Permit) of the Palm Springs Zoning Code to construct a 4,012-SF commercial building for a Sherwin-Williams paint store at a 0.38-acre undeveloped parcel located near the southeast corner of North Palm Canyon Drive and West Stevens Road (APN: 505-184-028), Zone C-1; and WHEREAS, notice of a public meeting of the Planning Commission of the City of Palm Springs to consider the above-mentioned application was given in accordance with applicable law; and WHEREAS, on February 26, 2025, a public meeting on Case DP-2024-0009 was held by the Planning Commission in accordance with applicable law; and WHEREAS, the proposed project is considered a “project” pursuant to the terms of the California Environmental Quality Act (“CEQA”), and it is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15332 of Title 14, Chapter 3 of the California Code of Regulations (Class 32, In-Fill Development Projects); and WHEREAS, the Planning Commission has carefully reviewed and considered all of the evidence presented in connection with the meeting on the Project, including but not limited to the staff report, all environmental data including the environmental assessment prepared for the project and all written and oral testimony presented. THE PLANNING COMMISSION HEREBY FINDS AS FOLLOWS: Section 1: Major Development Permit Findings. The required Findings for a Major Development Permit approval are outlined in Section 94.04.01(D) (Development Permit – Criteria and Planning Commission Resolution No. February 26, 2025 Case DP-2024-0009 Page 2 Findings) of the Palm Springs Zoning Ordinance (PSZO) as follows: 1. The proposed project is consistent with the General Plan and any applicable specific plan; One of the intended uses of the MU land use designation area is community-serving retail commercial (Palm Springs 2040 General Plan, page 2-15), which is consistent with the proposed use. The maximum Floor Area Ratio (FAR) allowed for non-residential uses in the MU designation area is 0.50, and the project meets this density requirement also since 0.24 FAR is proposed. 2. The proposed uses are in conformance to the use permitted in the zone district where the site is located, and are not detrimental to adjacent properties or residents; Pursuant to PSZC Section 92.12.01(A)(29), the proposed use is permitted by right in the C-1 Zone. The proposed use is a retail store, and there are no industrial activities (e.g. paint manufacturing) proposed at the site. The site is located on a prominent commercial corridor, and the proposed use is comparable to other retail uses. Hence, the use will not create detrimental impacts on the adjacent properties or residents. 3. The proposed project is in conformance to the property development standards for the zone district where the site is located; The proposed project meets the C-1 Zone development standards except for two items. The proposed outdoor lighting standards and the width of the end parking spaces do not meet the development standards as proposed, however the implementation of conditions of approval (PLN 1 and PLN 10) would address these issues. Such development features can be modified to conform to the zoning code without requiring significant changes or altering the character of the project. Therefore, the proposed project meets this finding as conditioned. 4. The proposed height and massing of the project is consistent with applicable standards and compatible with adjacent development; The proposed 18-foot-high single-story building is less than the maximum building height permitted in the C-1 zone which is 30 feet. The site abuts single-story buildings on all sides except for the west side. While the size of the proposed building is slightly larger (by 1,200 ~ 1,400 SF) than the abutting developments to the north and south due to its larger lot size, the massing of the proposed building is relatively compatible with the adjacent developments, and it is contextually appropriate. Planning Commission Resolution No. February 26, 2025 Case DP-2024-0009 Page 3 5. The proposed setbacks and placement of the building are consistent with applicable standards and consistent with setbacks of adjacent buildings; The proposed project meets the C-1 Zone minimum yard setback requirements. Generally, the project proposes wider setbacks than the abutting properties. The front yard setback is compatible with the adjacent developments which provide zero (North) and approximately 17 feet (South). 6. The site for the proposed project has adequate access to streets and highways property designed and improved to carry the type and quantity of traffic to be generated by the proposed uses, and the design for the site plan enhances or continues the city’s existing grid in accordance with the Circulation Plan of the General Plan; The site is easily accessible from North Palm Canyon Drive, and the street is adequate to accommodate the amount of traffic expected to be generated by the proposed project. There are two existing driveway approaches at the site that are nonconforming to the current City standards, which will be reconstructed in accordance with the current design standards as a part of the project. The project site is an existing lot, and it will not affect the existing circulation grid and transportation pattern. As stipulated in Conditioned (ENG 3), a 5-foot-wide dedication may be required to provide the ultimate half street right-of-way width of 50 feet. Traffic and access will be adequate with the dedication and widening of North Palm Canyon Drive per the condition of approval. 7. On-site circulation conforms to minimum standards, and accommodations are made for safe on-site pedestrian circulation; The proposed on-site circulation meets the minimum off-street parking standards such as the driveway width and separation distance requirement between the two (2) driveway approaches. Additionally, the project proposes a designated pedestrian path at the northeast corner of the building for access to the parking spaces located farthest from the building. The two 9-foot-wide end parking spaces facing the building do not meet the minimum width requirement of 11 feet. To address this issue, a condition of approval (PLN 10) is imposed, which requires the width of such stalls to be increased to 11 feet or increase the width of the adjacent planting bed curbs by 2 feet. As conditioned, the project meets this finding. 8. Landscape areas and open space are in conformance to applicable standards, and the design of stormwater management features are appropriately integrated with other elements of the site design; Planning Commission Resolution No. February 26, 2025 Case DP-2024-0009 Page 4 The project site is designed with a 5-foot-wide landscape buffer, and 65.9% of the proposed parking area will be shaded. The preliminary grading plan indicates that the water collected on-site will be directed towards the stormwater drainage chamber located at the southwest corner of the site via sloped ground surface and a landscape drainage located in the north planting bed. Considering the proposed grading and site design, the locations of the stormwater management features are appropriate. 9. Public infrastructure, such as water, sewer, and similar utilities, is adequate to serve the proposed project; The project site is immediately adjacent to a major thoroughfare in an urbanized area, and it is accessible to public utilities and infrastructure. 10. Based on environmental review, the proposed project either has no potentially significant environmental impacts, any potentially significant impacts have been reduced to less than significant levels because of mitigation measures incorporated in the project, or a Statement of Overriding Considerations has been adopted to address unmitigated significant environmental impacts; The proposed development is considered a “project” pursuant to the terms of the California Environmental Quality Act (“CEQA”), and has been determined to be categorically exempt pursuant to Section 15332 of the CEQA Guidelines (Class 32, In-fill Development Projects) due to the following reasons: 1) The project is consistent with the applicable General Plan and all applicable General Plan policies, as well as the applicable zoning designation and regulations; 2) The project site is less than five acres in size and located in an urbanized area within the City limit; 3) The project site does not have any value as a habitat for endangered, rare of threatened species; 4) Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality; and 5) The site can be adequately served by all required utilities and public services. 11. The proposed project has no unacceptable adverse effects on public welfare, health or safety. The proposed project is consistent with the intent and policies of the General Plan and zoning code, including the C-1 Zone development standards as conditioned. In addition to the adequate separation distance provided between the site and its abutting properties, the proposed building is compatible with the surrounding developments in terms of massing and scale. Additionally, the proposed retail use at the site is comparable to other Planning Commission Resolution No. February 26, 2025 Case DP-2024-0009 Page 5 commercial uses that are found on North Palm Canyon Drive, which is the most prominent commercial corridor in the City. Finally, the project will be implemented in accordance with applicable law to ensure the public welfare, health, or safety such as the Building Code and Fire Department regulations. NOW, THEREFORE, BE IT RESOLVED that, based upon the foregoing, the Planning Commission hereby approves Case DP-2024-0009, a Major Development Permit, for the construction of a 4,012-square-foot commercial building for a Sherwin-Williams paint store on a 0.35-acre undeveloped parcel located near the southeast corner of North Palm Canyon Drive and West Stevens Road (APN: 505-184-028) subject to those conditions set forth in the Exhibit A. ADOPTED THIS 26th DAY of February, 2025. AYES: NOES: ABSENT: ABSTAIN: ATTEST: CITY OF PALM SPRINGS, CALIFORNIA _____ Christopher Hadwin Director of Planning Services 1 RESOLUTION NO. _______ EXHIBIT A Sherwin-Williams Paint Store APN: 505-184-028 Major Development Permit No. 2024-0009 (DP-2024-0009) February 26, 2025 CONDITIONS OF APPROVAL Before final acceptance of the project, all conditions listed below shall be completed to the satisfaction of the City Engineer, the Director of Planning Services, the Director of Building and Safety, the Chief of Police, the Fire Chief or their designee, depending on which department recommended the condition. Any agreements, easements or covenants required to be entered into shall be in a form approved by the City Attorney. ADMINISTRATIVE CONDITIONS ADM 1. Project Description. This approval is for the project described per Case DP- 2024-0009; except as modified with the conditions below; ADM 2. Reference Documents. The site shall be developed and maintained in accordance with the approved plans, including site plans, architectural elevations, exterior materials and colors, landscaping, and grading on file in the Department of Planning Services except as modified by the approved conditions below. ADM 3. Conform to all Codes and Regulations. The project shall conform to the conditions contained herein, all applicable regulations of the Palm Springs Zoning Ordinance, Municipal Code, and any other City County, State and Federal Codes, ordinances, resolutions and laws that may apply. ADM 4. Minor Deviations. The Director of Planning Services or designee may approve minor deviations to the project description and approved plans in accordance with the provisions of the Palm Springs Zoning Code. ADM 5. Indemnification. The owner shall defend, indemnify, and hold harmless the City of Palm Springs, its agents, officers, and employees from any claim, action, or proceeding against the City of Palm Springs or its agents, officers or employees to attach, set aside, void or annul, an approval of the City of Palm Springs, its legislative body, advisory agencies, or administrative officers concerning Case DP-2024-0009. The City of Palm Springs will promptly notify the applicant of any such claim, action, or proceeding against Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 2 the City of Palm Springs and the applicant will either undertake defense of the matter and pay the City's associated legal costs or will advance funds to pay for defense of the matter by the City Attorney. If the City of Palm Springs fails to promptly notify the applicant of any such claim, action or proceeding or fails to cooperate fully in the defense, the applicant shall not, thereafter, be responsible to defend, indemnify, or hold harmless the City of Palm Springs. Notwithstanding the foregoing, the City retains the right to settle or abandon the matter without the applicant's consent, but should it do so, the City shall waive the indemnification herein, except, the City's decision to settle or abandon a matter following an adverse judgment or failure to appeal, shall not cause a waiver of the indemnification rights herein. ADM 6. Maintenance and Repair. The property owner(s) and successors and assignees in interest shall maintain and repair the improvements including and without limitation all structures, sidewalks, bikeways, parking areas, landscape, irrigation, lighting, signs, walls, and fences between the curb and property line, including sidewalk or bikeway easement areas that extend onto private property, in a first class condition, free from waste and debris, and in accordance with all applicable law, rules, ordinances and regulations of all federal, state, and local bodies and agencies having jurisdiction at the property owner’s sole expense. This condition shall be included in the recorded covenant agreement for the property if required by the City. ADM 7. Time Limit for Development. The time limit for the commencement of construction under a Development Permit approval shall be two (2) years from the effective date of the approval. Extensions of time may be granted pursuant to the requirements of PSZC Section 94.12.00. The time extension application must be filed at least 60 days before the entitlement is due to expire. ADM 8. Effective Date. This Development Permit approval shall become effective after an elapsed period of six (6) months from the date of the decision of the approval authority or after the approval of the associated Major Architectural Review application, whichever occurs first. ADM 9. Right to Appeal. The decision of the Planning Commission regarding this Development Permit application shall be final unless appealed to the City Council. The appeal procedure shall be pursuant to Chapter 2.05 of the Palm Springs Municipal Code. Permits will not be issued until the appeal period has concluded. ADM 10. Public Art Fees. This project shall be subject to Chapters 2.24 and 3.37 of the Municipal Code regarding public art. The project shall either provide public art or payment of an in-lieu fee. In the case of the in-lieu fee, the fee shall be based upon the total Building Permit valuation as calculated pursuant to the valuation table in the Uniform Building Code, the fee being 1/2% for commercial projects or 1/4% for residential projects with first $100,000 of total Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 3 building permit valuation for individual single-family units exempt. Should the public art be located on the project site, said location shall be reviewed and approved by the Director of Planning Services and the Public Arts Commission, and the property owner shall enter into a recorded agreement to maintain the artwork and protect the public rights of access and viewing. ADM 11. Comply with City Noise Ordinance. This use shall comply with the provisions of Section 11.74 Noise Ordinance of the Palm Springs Municipal Code. Violations may result in revocation of this Conditional Use Permit. ENVIRONMENTAL ASSESSMENT CONDITIONS ENV 1. California Fish & Game Fees Required. Filing of a Notice of Determination (NOD) is required for the project. Applicant shall submit a required filing fee to the Department of Planning Services immediately after the Major Architectural Review application is approved. ENV 2. Coachella Valley Multiple-Species Habitat Conservation Plan (CVMSHCP) Local Development Mitigation Fee (LDMF) required. All projects within the City of Palm Springs, not within the Agua Caliente Band of Cahuilla Indians reservation are subject to payment of the CVMSHCP LDMF prior to the issuance of certificate of occupancy. ENV 3. Cultural Resource – Discovery of Human Remains. Should human remains be discovered during construction of the proposed project, the project contractor would be subject to either the State law regarding the discovery and disturbance of human remains or the Tribal burial protocol. In either circumstance all destructive activity in the immediate vicinity shall halt and the County Coroner shall be contacted pursuant to State Health and Safety Code §7050.5. If the remains are determined to be of Native American origin, the Native American Heritage Commission (NAHC) shall be contacted. The NAHC will make a determination of the Most Likely Descendent (MLD). The City and Developer will work with the designated MLD to determine the final disposition of the remains. ENV 4. Cultural Resource Survey Required. Prior to any ground disturbing activity, including clearing and grubbing, installation of utilities, and/or any construction related excavation, an Archaeologist qualified according to the Secretary of the Interior’s Standards and Guidelines, shall be employed to survey the area for the presence of cultural resources identifiable on the ground surface. ENV 5. Cultural Resource Site Monitoring. There is a possibility of buried cultural or Native American tribal resources on the site. A Native American Monitor shall be present during all ground-disturbing activities. (check for duplication in engineering conditions) Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 4 a. The presence of an approved Agua Caliente Native American Cultural Resource Monitor(s) during any ground disturbing activities (including archaeological testing and surveys). Should buried cultural deposits be encountered, the Monitor may request that destructive construction halt and the Monitor shall notify a Qualified Archaeologist (Secretary of the Interior’s Standards and Guidelines) to investigate and, if necessary, prepare a mitigation plan for submission to the State Historic Preservation Officer and the Agua Caliente Tribal Historic Preservation Office. b. Two copies of any cultural resource documentation generated in connection with this project, including reports of investigations, record search results and site records/updates shall be forwarded to the Tribal Planning, Building, and Engineering Department and one copy to the City Planning Department prior to final inspection. PLANNING DEPARTMENT CONDITIONS PLN 1. Outdoor Lighting Conformance. Outdoor lighting shall fully conform to the requirements of the Outdoor Lighting Standards (PSZC Section 93.21.00). Outdoor lighting shall not produce disability glare, discomfort glare, light trespass, and/or light pollution as defined in Palm Springs Zoning Code Sections 93.21.00(A)(7), (8), (9), and (10). PLN 2. Water Efficient Landscaping Conformance. The project is subject to the Water Efficient Landscape Ordinance (Chapter 8.60.00) of the Palm Springs Municipal Code and all other water efficient landscape ordinances. The applicant shall submit a landscape document package prepared in accordance with PSMC Section 8.60.050(a) to the Department of Planning Services for a review after the final landscape plan is approved via a Major Architectural Review application review. PLN 3. Final Landscape Plan. The final landscape plan approved by the City shall be approved by the Riverside County Agricultural Commissioner’s Office. Applicant shall submit a proof of the approval to the Department of Planning Services. PLN 4. Sign Application Required. Signage shall be reviewed and approved via a Sign Permit application in accordance with PSZC Section 93.20.00. PLN 5. Screen Roof-mounted Equipment. All rooftop mechanical equipment shall be screened in accordance with PSZC Section 93.03.00. PLN 6. Surface Mounted Downspouts Prohibited. No exterior downspouts shall be permitted on any facade on the proposed building. Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 5 PLN 7. Exterior Alarms & Audio Systems. No sirens, outside paging or any type of signalization will be permitted, except approved alarm systems. PLN 8. Outside Storage and Display Prohibited. Outside storage and/or display of all goods, including merchandise and materials, is prohibited, unless such an activity is first reviewed and approved by the Department of Planning Services. PLN 9. Major Architectural Review Approval Required. In conjunction with this Major Development Permit application approval, the proposed project requires the approval of a Major Architectural Review application by the Architectural Review Committee (ARC). Applicant shall obtain Major Architectural Review approval. PLN 10. Parking Stall Width Requirement. Increase the width of the two (2) end parking spaces facing the building to 11 feet or increase the width of the adjacent planting bed curbs to 2 feet to meet the zoning code requirements. BUILDING & SAFETY CONDITIONS The Following Standard Building & Safety Conditions of Approval are applicable to this project: BLDG 1. Separate permits are required for trash enclosures, signs, PV (Photovoltaic), and construction trailers. BLDG 2. Grading & ROW permits are to be issued by the Department of Engineering Services. BLDG 3. Utilities on the utility side of any meter are to be arranged with the respective Utility Company. Any utilities after a meter will be included in the Building & Safety Department’s scope of work for inspections. General Conditions 1. Shall comply with the latest adopted edition of the following codes as applicable: A. 2022 California Building Code B. 2022 California Electrical Code C. 2022 California Mechanical Code D. 2022 California Plumbing Code E. 2022 California Energy Code F. 2022 California Fire Code G. 2022 California Green Building Standards Code Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 6 2. Any temporary building, trailer, commercial coach, etc. installed and/or used in connection with a construction project shall comply with the City Code. 3. All exterior lighting shall be oriented, directed, and/or shielded as much as possible so that direct illumination does not infringe onto adjoining properties. 5. All development impact fees including but not limited to TUMF, CVMSHCP, Sewer Connection and Public Arts shall be paid at time of permit issuance. ENGINEERING DIVISION CONDITIONS Before final acceptance of the project, all conditions listed below shall be completed to the satisfaction of the City Engineer. All Grading Plans, Improvement Plans, Required Studies and Documents listed below, must be submitted to Engineering Services Department for review and approval. STREETS ENG 1. Any improvements within the public right-of-way require a City of Palm Springs Encroachment Permit. All improvements are subject to inspection and a 48-hour inspection notification is required. ENG 2. The Engineering Services Department recommends deferral of off-site improvement items (identified as “Deferred”) at this time due to lack of full improvements in the immediate area. The owner shall execute a street improvement covenant agreeing to construct all required street improvements upon the request of the City of Palm Springs City Engineer at such time as deemed necessary. The covenant shall be executed and notarized by the property owner(s) prior to approval of the Grading Plan or issuance of grading or building permits. A current title report; or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A covenant preparation fee in effect at the time that the covenant is submitted shall be paid by the applicant. NORTH PALM CANYON DRIVE ENG 3. Dedicate additional right-of-way to provide the ultimate half street right-of- way width of 50 feet along the entire frontage if needed as determined by the City Engineer or their designee. A current title report; or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A right-of-way plan check fee shall be paid by the applicant in effect at the time that the dedication is submitted. “Deferred” Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 7 ENG 4. Submit street improvement plans prepared by a registered California civil engineer to the Engineering Services Department. The plan(s) shall be approved by the City Engineer prior to issuance of any encroachment or building permits. “Deferred” ENG 5. Remove the existing curb, driveway approaches and sidewalk located 30 feet east of centerline and replace with an 8 inch curb and gutter, driveway approaches and sidewalk to be located at 38 feet east of centerline along the entire frontage in accordance with City of Palm Springs Standard Drawing No.200, 201 and 210. “Deferred” ENG 6. Construct pavement with a minimum pavement section of 5 inches asphalt concrete pavement over 4 inches crushed miscellaneous base with a minimum subgrade of 24 inches at 95% relative compaction, or equal, from edge of proposed gutter to clean sawcut edge of pavement along the entire frontage in accordance with City of Palm Springs Standard Drawing No. 110. (Additional pavement removal and replacement may be required upon review of existing pavement cross-sections, and to ensure grade breaks of the pavement cross-section do not occur within a travel lane.) If an alternative pavement section is proposed, the proposed pavement section shall be designed by a California registered Geotechnical Engineer using "R" values from the project site and submitted to the City Engineer for approval. “Deferred” ENG 7. Remove existing driveway approaches (they do not meet current ADA standards) and construct new driveway approaches in accordance with City of Palm Springs Standard Drawing No. 201. ENG 8. Remove and replace existing asphalt concrete pavement where required, in accordance with applicable City standards. ENG 9. All broken or off grade street improvements along the project frontage shall be repaired or replaced. ON-SITE ENG 10. The on-site layout of drive aisles and parking spaces are subject to further review and approval by the City Engineer. Adjustment of, deletion or relocation of proposed parking spaces may be required during review and approval of construction plans for on-site improvements, as required by the City Engineer. Approval of the preliminary site plan does not constitute approval of the on-site layout of streets and parking spaces as proposed. ENG 11. If any new pavement is to be constructed as part of the project, the minimum pavement section for all on-site pavement for the drive aisles, Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 8 parking spaces, etc. shall be 2-1/2 inches asphalt concrete pavement over 4 inches crushed miscellaneous base with a minimum subgrade of 24 inches at 95% relative compaction, or equal. If an alternative pavement section is proposed, the proposed pavement section shall be designed by a California registered Geotechnical Engineer using "R" values from the project site and submitted to the City Engineer for approval. ENG 12. On-site drive aisles and parking lot shall be constructed with curbs, gutters, and cross-gutters, as necessary to accept and convey street surface drainage of the on-site streets to the on-site drainage system, in accordance with applicable City standards. SANITARY SEWER ENG 13. All sanitary facilities shall be connected to the public sewer system. New laterals shall not be connected at manholes. GRADING ENG 14. Submit a Precise Grading Plan prepared by a California licensed civil engineer to the Engineering Services Department for review and approval. The plan shall be approved by the City Engineer prior to grading permit issuance. a. A Fugitive Dust Control Plan shall be prepared by the applicant and/or its grading contractor and submitted to the Engineering Services Department for review and approval. The applicant and/or its grading contractor shall be required to comply with Chapter 8.50 of the City of Palm Springs Municipal Code, and shall be required to utilize one or more “Coachella Valley Best Available Control Measures” as identified in the Coachella Valley Fugitive Dust Control Handbook for each fugitive dust source such that the applicable performance standards are met. The applicant’s or its contractor’s Fugitive Dust Control Plan shall be prepared by staff that has completed the South Coast Air Quality Management District (AQMD) Coachella Valley Fugitive Dust Control Class. The applicant and/or its grading contractor shall provide the Engineering Services Department with current and valid Certificate(s) of Completion from AQMD for staff that have completed the required training. For information on attending a Fugitive Dust Control Class and information on the Coachella Valley Fugitive Dust Control Handbook and related “PM10” Dust Control issues, please contact AQMD at (909) 396-3752, or at http://www.AQMD.gov. A Fugitive Dust Control Plan, in conformance with the Coachella Valley Fugitive Dust Control Handbook, shall be submitted to and approved by the Engineering Services Department prior to approval of the Grading plan. Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 9 b. The first submittal of the Grading Plan shall include the following information: a copy of final approved conformed copy of Conditions of Approval; a copy of a final approved conformed copy of the Site Plan; a copy of current Title Report; a copy of Soils Report. ENG 15. In accordance with an approved PM-10 Dust Control Plan, temporary dust control perimeter fencing shall be installed at the limits of grading and/or disturbed areas. Fencing shall have screening that is tan in color; green screening will not be allowed. Temporary dust control perimeter fencing shall be installed after issuance of Grading Permit and immediately prior to commencement of grading operations. ENG 16. Temporary dust control perimeter fence screening shall be appropriately maintained, as required by the City Engineer. Cuts (vents) made into the perimeter fence screening shall not be allowed. Perimeter fencing shall be adequately anchored into the ground to resist wind loading. ENG 17. Within 10 days of ceasing all construction activity and when construction activities are not scheduled to occur for at least 30 days, the disturbed areas on-site shall be permanently stabilized, in accordance with Palm Springs Municipal Code Section 8.50.022. Following stabilization of all disturbed areas, perimeter fencing shall be removed, as required by the City Engineer. ENG 18. In accordance with City of Palm Springs Municipal Code, Section 8.50.022 (h), the applicant shall post with the City a cash bond of eight hundred dollars ($800) (if there is disturbance of 5,000 square feet or more) at the time of issuance of grading permit for mitigation measures for erosion/blowsand relating to this property and development. ENG 19. A Geotechnical/Soils Report prepared by a California registered Geotechnical Engineer shall be required for and incorporated as an integral part of the grading plan for the proposed development. A copy of the Geotechnical/Soils Report shall be submitted to the Engineering Services Department with the first submittal of a grading plan. (if required) ENG 20. The applicant shall provide all necessary geotechnical/soils inspections and testing in accordance with the Geotechnical/Soils Report prepared for the project. All backfill, compaction, and other earthwork shown on the approved grading plan shall be certified by a California registered geotechnical or civil engineer, certifying that all grading was performed in accordance with the Geotechnical/Soils Report prepared for the project. Documentation of all compaction and other soils testing are to be provided even though there may not be a grading plan for the project. Prior to issuance of Building Permits. Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 10 ENG 21. The applicant shall provide Grading Certification for all building (or structure) pads in conformance with the approved grading plan to the Engineering Services Department for review and approval prior to issuance of Building Permits. ENG 22. In cooperation with the California Agricultural Commissioner and the California Department of Food and Agriculture Red Imported Fire Ant Project, applicants for grading permits involving a grading plan and involving the export of soil will be required to present a clearance document from a Department of Food and Agriculture representative in the form of an approved “Notification of Intent To Move Soil From or Within Quarantined Areas of Orange, Riverside, and Los Angeles Counties” (Revised - RIFA Form CA-1) prior to approval of the Grading Plan (if required). The California Department of Food and Agriculture office is located at 6819 East Gage Avenue, Commerce, CA 90040 (Phone (760) 782-3271, (562) 505-6415), Sonia.Oran@cdfa.ca.gov. WATER QUALITY MANAGEMENT PLAN ENG 23. This project shall be required to install measures in accordance with applicable National Pollution Discharge Elimination System (NPDES) Best Management Practices (BMP’s) included as part of the NPDES Permit issued for the Whitewater River Region from the Colorado River Basin Regional Water Quality Control Board (RWQCB). The applicant is advised that installation of BMP’s, including mechanical or other means for pre-treating contaminated stormwater and non-stormwater runoff, shall be required. ENG 24. A Final Project-Specific Water Quality Management Plan (WQMP) shall be submitted to and approved by the City Engineer prior to issuance of approval of any grading plan. The WQMP shall address the implementation of operational Best Management Practices (BMP’s) necessary to accommodate nuisance water and storm water runoff from the site. Direct release of nuisance water to the adjacent property (or public streets) is prohibited. Construction of operational BMP’s shall be incorporated into the Precise Grading and Paving Plan. ENG 25. Prior to issuance of any grading or building permits, the property owner shall record a “Covenant and Agreement” with the County-Clerk Recorder or other instrument on a standardized form to inform future property owners of the requirement to implement and maintain the approved Final Project-Specific Water Quality Management Plan (WQMP). Other alternative instruments for requiring implementation of the approved Final Project-Specific WQMP include: requiring the implementation of the Final Project-Specific WQMP in Home Owners Association or Property Owner Association Covenants, Conditions, and Restrictions (CC&Rs); formation Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 11 of Landscape, Lighting and Maintenance Districts, Assessment Districts or Community Service Areas responsible for implementing the Final Project- Specific WQMP; or equivalent. Alternative instruments must be approved by the City Engineer prior to issuance of any grading or building permits. DRAINAGE ENG 26. All stormwater runoff passing through the site shall be accepted and conveyed across the property in a manner acceptable to the City Engineer. For all stormwater runoff falling on the site, on-site retention or other facilities approved by the City Engineer shall be required to contain the increased stormwater runoff generated by the development of the property. Provide a hydrology study to determine the volume of increased stormwater runoff due to development of the site, and to determine required stormwater runoff mitigation measures for the proposed development. The hydrology study shall be reviewed and approved prior to approval of any grading plan. Final retention basin sizing and other stormwater runoff mitigation measures shall be determined upon review and approval of the hydrology study by the City Engineer and may require redesign or changes to site configuration or layout consistent with the findings of the final hydrology study. No more than 40-50% of the street frontage parkway/setback areas should be designed as retention basins. On-site open space, in conjunction with dry wells and other subsurface solutions should be considered as alternatives to using landscaped parkways for on-site retention. ENG 27. The project is subject to flood control and drainage implementation fees pursuant to Resolution 14082. The acreage drainage fee at the present time is $10,961.65 per acre per Resolution No. 15189. Fees shall be paid prior to issuance of a building permit. ENG 28. All stormwater runoff across the property shall be accepted and conveyed in a manner acceptable to the City Engineer and released to an approved drainage system. Stormwater runoff may not be released directly to the adjacent streets without first intercepting and treating with approved Best Management Practices (BMPs). GENERAL ENG 29. Any utility trenches or other excavations within existing asphalt concrete pavement of off-site streets required by the proposed development shall be backfilled and repaired in accordance with City of Palm Springs Standard Drawing No. 115. ENG 30. All proposed utility lines shall be installed underground. Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 12 ENG 31. The record property owner shall enter into a covenant agreeing to underground all of the existing overhead utilities required by the Municipal Code in the future upon request of the City of Palm Springs City Engineer at such time as deemed necessary. The covenant shall be executed and notarized by the property owner and submitted to the City Engineer prior to issuance of a grading permit. A current title report or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A covenant preparation fee in effect at the time that the covenant is submitted shall be paid by the applicant. ENG 32. All existing utilities shall be shown on the improvement plans if required for the project. The existing and proposed service laterals shall be shown from the main line to the property line. ENG 33. Upon approval of any improvement plan (if required) by the City Engineer, the improvement plan shall be provided to the City in digital format, consisting of a DWG (AutoCAD drawing filetype) and PDF (Adobe Acrobat document filetype) formats. Variation of the type and format of the digital data to be submitted to the City may be authorized, upon prior approval by the City Engineer. ENG 34. The original improvement plans prepared for the proposed development and approved by the City Engineer (if required) shall be documented with record drawing “as-built” information and returned to the Engineering Services Department prior to issuance of a final certificate of occupancy. Any modifications or changes to approved improvement plans shall be submitted to the City Engineer for approval prior to construction. ENG 35. Nothing shall be constructed or planted in the corner cut-off area of any driveway which does or will exceed the height required to maintain an appropriate sight distance per City of Palm Springs Zoning Code Section 93.02.00, D. ENG 36. All proposed trees within the public right-of-way and within 10 feet of the public sidewalk and/or curb shall have City approved deep root barriers installed in accordance with City of Palm Springs Standard Drawing No. 904. MAP ENG 37. The existing parcels identified as Lots 2 and 3 of the Palm Springs Estates No. 3 Map, Map Book 17, Page 34 (APN #505-184-028), shall be merged. An application for a parcel merger shall be submitted to the Engineering Services Department for review and approval. A copy of a current title report and copies of record documents shall be submitted with the Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 13 application for the parcel merger. The application shall be submitted to and approved by the City Engineer prior to issuance of building permit. TRAFFIC ENG 38. A minimum of 48 inches of clearance for accessibility shall be provided on public sidewalks. Minimum clearance on public sidewalks shall be provided by either an additional dedication of a sidewalk easement if necessary and widening of the sidewalk, or by the relocation of any obstructions within the public sidewalk along the frontage of the subject property. ENG 39. All damaged, destroyed, or modified pavement legends, traffic control devices, signing, striping, and streetlights, associated with the proposed development shall be replaced as required by the City Engineer prior to issuance of a Certificate of Occupancy. ENG 40. Construction signing, lighting and barricading shall be provided during all phases of construction as required by City Standards or as directed by the City Engineer. As a minimum, all construction signing, lighting and barricading shall be in accordance with Part 6 “Temporary Traffic Control” of the California Manual on Uniform Traffic Control Devices (CAMUTCD), dated November 7, 2014, or subsequent editions in force at the time of construction. FIRE DEPARTMENT CONDITIONS: FID 1. These Fire Department conditions may not provide all requirements. Owner/developer is responsible for all applicable state and locally adopted fire codes. Detailed plans are still required for review. Conditions are subject to final plan check and review. FID 2. Fire Department Conditions were based on the 2022 California Fire Code as adopted by City of Palm Springs, Palm Springs Municipal Code, PSFD Appendix “T” Development Requirements and latest adopted NFPA Standards. A complete set of plans for fire sprinkler system plans, underground water improvement plans, & fire alarm plans must be submitted prior to a building permit being released. FID 3. Conditions of Approval – “Conditions of Approval” received from the Palm Springs Planning Department must be submitted with each plan set. Failure to submit will result in a delay of plan approval. Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 14 FID 4. Plans and Permits (CFC 105.1): Permits and scaled drawings are required for this project. Plan reviews can take up to 20 working days. Submit a minimum of three (3) sets of drawings for review. Upon approval, the Fire Prevention Bureau will retain one set. FID 5. Access During Construction (CFC 503): Access for firefighting equipment shall be provided to the immediate job site at the start of construction and maintained until all construction is complete. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet and an unobstructed vertical clearance of not less than 13'-6". Fire Department access roads shall have an all-weather driving surface and support a minimum weight of 73,000 lbs. FID 6. Required access (CFC 504.1): Exterior doors and openings required by this code or the California Building Code shall be maintained readily accessible for FID 7. Key Box Required to be Installed (CFC 506.1): Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be flush mount type and shall contain keys to gain necessary access as required by the fire code official. Secured emergency access gates serving apartment, town home or condominium complex courtyards must provide a key box in addition to association or facility locks. The nominal height of Knox lock box installations shall be 5 feet above grade. Location and installation of Knox key boxes must be approved by the fire code official. FID 8. Key Box Contents (CFC 506.1): The Knox key box shall contain keys to all areas of ingress/egress, alarm rooms, fire sprinkler riser/equipment rooms, mechanical rooms, elevator rooms, elevator controls, plus a card containing the emergency contact people and phone numbers for the building/complex. FID 9. NFPA 13 Fire Sprinkler Systems Required: An automatic fire sprinkler system is required. Only a C-16 licensed fire sprinkler contractor shall perform system design and installation. System to be designed and installed in accordance with NFPA standard 13, 2016 Editions, as modified by local ordinance. Fire pumps maybe also be required due to the size of the building. Planning Commission Resolution No. _____ February 25, 2025 Case DP-2024-0009 15 FID 10. Fire Alarm Systems Required: An automatic or manual fire alarm system is required. Only a C-10 licensed fire alarm contractor shall perform system design and installation. System to be designed and installed in accordance with NFPA standard 72, 2016 editions, as modified by local ordinance. FID 11. Turning Radius: Fire access road turns and corners shall be designed with a minimum inner radius of 25 feet and an outer radius of 43 feet. FID 12. Dead Ends: Dead-end fire apparatus roads in excess of 150 feet in length shall be provided with an approved area for turning around a fire apparatus. FID 13. Designated Fire Lanes: in private developments shall be not less than 24 feet wide (curb face to curb face) with no parking on either side and shall be identified as afire lanes with red curb, stating in white lettering “ NO PARKING FIRE LANE”, or by approved signage, or by both red curb with lettering and signage. FID 14. Fire Department Access Roads/Driveways: Shall be provided so that no portion of the exterior wall of the first floor of any building will be more than 150 feet from such roads. FID 5. Private Fire Hydrants: Additional private hydrants may be required. END OF CONDITIONS EV CHARGINGONLYSITE 1 OF 5 ãDEVELOPMENT PERMIT P$LM 6PRIN*6&$LI)ORNI$COVER SHEETN PALM CANYONN INDIANCANYONHWY1 1 1 E VISTA CHINO CHUCKWALLA ROAD STEVENS ROAD CAMINO MONTE VISTA 15"SD 8"W 8"SS N PALM CANYON(HWY 111)SITE FACILITIES 1 4 6 2 9 7 5 4 4 4 4 2 8 3 3 10 1112 1 -ASPHALT CONCRETE PAVING 2 -CONCRETE FLATWORK 3 -STANDARD DRIVEWAY APPROACH CITY OF PALM SPRINGS DETAIL 201 4 -TYPE A1 VERTICAL CURB CITY OF PALM SPRINGS DETAIL 200 5 -TYPE B1 CURB AND GUTTER CITY OF PALM SPRINGS DETAIL 200 6 -TYPE B2 VALLEY GUTTER CITY OF PALM SPRINGS DETAIL 200 7 -TRASH AND RECYCLING ENCLOSURE PER CITY OF PALM SPRINGS DETAIL 902 8 -ADA PARKING STALL 9 -EV VAN STALL 10 -BIKE PARKING AREA 11 -INCREASE WALL HEIGHT AS REQUIRED (`2') TO ACCOMMODATE PROPOSED PAVEMENT GRADES 12 -DELIVERY DOOR CONCRETE PAD S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 2/13/2025 8:39:09 AM, AutoCAD PDF (General Documentation).pc3 E E S10"SS16"W1"W 1"W 1"W 15"IR2 OF 5 ãDEVELOPMENT PERMIT P$LM 6PRIN*6&$LI)ORNI$TOPOGRAPHY & DEMOLITION PLANN PALM CANYON(HWY 111)S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 2/13/2025 8:39:17 AM, AutoCAD PDF (General Documentation).pc3 T E E S E E S E E E 10"SS16"W1"W 6"W 1"W 1"W 15"IRSteering Angle Lock to Lock Time Articulating Angle WB-19 Trailer Track Tractor Track Trailer Width Tractor Width 19.494.00 Feet 8.53 8.53: 7.87 7.87 : : : 0.00 2.99 40.49 14.99 48.00 : : :6.0 s 28.3 deg 70.0 deg N Palm CanyonEV CHARGINGONLYE 8"SS 8"W 15"SD 3 OF 5 ãDEVELOPMENT PERMIT P$LM 6PRIN*6&$LI)ORNI$PRELIMINARY GRADING, DRAINAGE, & UTILITY PLANDRAINAGE FACILITIES 1 -18" ROUND LANDSCAPE INLET 2 -24" SQAURE JUNCTION STRUCTURE WITH SOLID LID 3 -DRAINAGE INLET 4 -STORM TECH DRAINAGE CHAMBERS 6"W 2"W 1 2 3 4 S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 2/13/2025 8:39:20 AM, AutoCAD PDF (General Documentation).pc3 PROFILE VIEW A-A, STA: 1+00 - 2+75 PROFILE VIEW B-B, STA: 1+00 - 2+40 E 8"SS 8"W 15"SD 4 OF 5 ãDEVELOPMENT PERMIT P$LM 6PRIN*6&$LI)ORNI$SITE SECTIONSSCALE: 1" =20' HORIZ. 1"=5' VERT. SCALE: 1" =20' HORIZ. 1"=5' VERT. S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 2/13/2025 8:39:27 AM, AutoCAD PDF (General Documentation).pc3 PROFILE VIEW A-A, STA: 0+75 - 3+75 PROFILE VIEW B-B, STA: 0+85 - 2+60 E 8"SS 8"W 15"SD 5 OF 5 ãDEVELOPMENT PERMIT P$LM 6PRIN*6&$LI)ORNI$PROPERTY SECTIONSSCALE: 1" =20' HORIZ. 1"=5' VERT. SCALE: 1" =20' HORIZ. 1"=20' VERT. S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 2/13/2025 8:39:31 AM, AutoCAD PDF (General Documentation).pc3 1 A1 1 A2 2 A2 2 A1 Finish Floor 0' -0" C.O. Lights 9' -0" T.O. Parapet 18' -0" ROOFTOP UNIT BEYOND S-1 M-1 V-1 EQUIPMENT SCREEN -M-2 L-1 ROOF LINE BEYOND L-1 B.O. Soffit 9' -4" S-3 1 A6 Finish Floor 0' -0" T.O. Wainscot 3' -4" B.O. Awning 9' -4" T.O. Storefront 9' -4" C.O. Lights 9' -0" T.O. Parapet 18' -0" V-1 ROOFTOP UNIT BEYOND S-3 V-1 S-1 S-3 S-1 S-1 M-1 EQUIPMENT SCREEN -M-2 L-1 SIGNAGE AREA ROOF LINE BEYOND ROOFTOP UNIT BEYOND ROOF DRAIN NOZZLE S-3 M-16"4' - 5 3/4"2 A6 MARK DESCRIPTION MANUFACTURER & SPEC SAMPLE EXTERIOR FINISH SCHEDULE S-1 (P-1) STUCCO - FIELD (PAINT) TEXTURE: PEBBLE COAT COLOR: SHERWIN-WILLIAMS SW 6105 DIVINE WHITE S-2 (P-2) STUCCO -BAY (PAINT) TEXTURE: PEBBLE COAT COLOR: SHERWIN-WILLIAMS SW 7506 LOGGIA M-1 ANODIZED ALUMINUM COLOR: CLEAR ALUMINUM (STOREFRONT) TEXTURE: PEBBLE FINE COLOR: SHERWIN-WILLIAMS SW 7757 HIGH REFLECTIVE WHITE S-3 (P-3) V-1 CMU VENEER 3x8x16 1-SCORE SOLID STUCCO - FIELD (PAINT) M-2 CORRUGATED METAL COLOR: PAINTED P-3 MARK DESCRIPTION MANUFACTURER & SPEC EXTERIOR LIGHTING SCHEDULE L-1 L-2 EMERGENCY LIGHTING AT SOFFIT SURE-LITES SELW 25WH WALL MOUNTED DISTRIBUTION: DOWN COLOR: WHITE L-3 WALL PACK GE CURRENT EVOLVE EWLS L SERIES DISTRIBUTION: DOWN COLOR: BRONZE L-4 RECESSED LIGHTING SOFFIT GE CURRENT LUMINATION LRXB SERIES 6"1,000 LUMEN LED TRIM COLOR: WHITE EXTERIOR LIGHTING PROGRESS LIGHTING P5641-82/30K WALL MOUNTED CYLINDER DISTRIBUTION: DOWN COLOR: CLEAR ANODIZED ALUMINUM L-5 SITE LIGHTING LSI INDUSTRIES MIRANDA SMALL AREA MRS MRS-LED-15L-SIL-3-40-70CRI-IH FINISH: BLK BLACK SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 11/08/2024 PLANNING COMMENTS - 11/08/2024 A1 SCHEMATIC FLOOR PLAN & ELEVATIONS TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 3/32" = 1'-0" FLOOR PLAN SHERWIN WILLIAMS PALM SPRINGS, CA 1/4" = 1'-0"1 SOUTH ELEV 1/4" = 1'-0"2 WEST ELEV Finish Floor 0' -0" B.O. Awning 9' -4" T.O. Storefront 9' -4" C.O. Lights 9' -0" T.O. Parapet 18' -0" V-1 ROOFTOP UNIT BEYOND S-1 EQUIPMENT SCREEN -P-3 L-1 SIGNAGE AREA V-1V-1 M-1M-1M-1 S-3 ROOFTOP UNIT BEYOND EQUIPMENT SCREEN -M-2 S-1 2 A6 Finish Floor 0' -0" C.O. Lights 9' -0" T.O. Parapet 18' -0" ROOFTOP UNIT BEYOND S-3S-1 P-2 V-1 EQUIPMENT SCREEN -M-2 L-1 ROOF LINE BEYOND L-1L-3 S-1 1 A6 6"4' - 5 3/4"MARK DESCRIPTION MANUFACTURER & SPEC SAMPLE EXTERIOR FINISH SCHEDULE S-1 (P-1) STUCCO - FIELD (PAINT) TEXTURE: PEBBLE COAT COLOR: SHERWIN-WILLIAMS SW 6105 DIVINE WHITE S-2 (P-2) STUCCO -BAY (PAINT) TEXTURE: PEBBLE COAT COLOR: SHERWIN-WILLIAMS SW 7506 LOGGIA M-1 ANODIZED ALUMINUM COLOR: CLEAR ALUMINUM (STOREFRONT) TEXTURE: PEBBLE FINE COLOR: SHERWIN-WILLIAMS SW 7757 HIGH REFLECTIVE WHITE S-3 (P-3) V-1 CMU VENEER 3x8x16 1-SCORE SOLID STUCCO - FIELD (PAINT) M-2 CORRUGATED METAL COLOR: PAINTED P-3 MARK DESCRIPTION MANUFACTURER & SPEC EXTERIOR LIGHTING SCHEDULE L-1 L-2 EMERGENCY LIGHTING AT SOFFIT SURE-LITES SELW 25WH WALL MOUNTED DISTRIBUTION: DOWN COLOR: WHITE L-3 WALL PACK GE CURRENT EVOLVE EWLS L SERIES DISTRIBUTION: DOWN COLOR: BRONZE L-4 RECESSED LIGHTING SOFFIT GE CURRENT LUMINATION LRXB SERIES 6"1,000 LUMEN LED TRIM COLOR: WHITE EXTERIOR LIGHTING PROGRESS LIGHTING P5641-82/30K WALL MOUNTED CYLINDER DISTRIBUTION: DOWN COLOR: CLEAR ANODIZED ALUMINUM L-5 SITE LIGHTING LSI INDUSTRIES MIRANDA SMALL AREA MRS MRS-LED-15L-SIL-3-40-70CRI-IH FINISH: BLK BLACK 1/4" = 1'-0"1 NORTH. ELEV 1/4" = 1'-0"2 EAST ELEV SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 11/08/2024 PLANNING COMMENTS - 11/08/2024 A2 SCHEMATIC FLOOR PLAN & ELEVATIONS TBD Author Checker 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 2SOUTHEAST VIEW1SOUTHWEST VIEW3NORTHWEST VIEW4NORTHEAST VIEWSHEET TITLE:CHECKED BY:DRAWN BY:PROJECT #:© ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc158 West Main StreetLena, IL 61048815.369.91551764 BLAKE STDENVER, CO 80202303.974.5875www.lingledesign.comSCHEMATIC ELEVATIONS - 9/24/2024SHERWIN WILLIAMS----------ADDRESS:SHEET NUMBER:STORE #:XXXX11/08/2024PLANNING COMMENTS - 11/08/2024A33D VIEWSTBDAuthorChecker1488 N PALM CANYON DR,PALM SPRINGS, CA 92262 1'-6"6"CONC. SLAB / ASPHALT CONC. WASH CONC. FILL 6" DIAMETER TYP. CONC. WASH JOINT FILLER UNDISTURBED /COMPACTED SOIL NOTE:SEE PLAN FOR LOCATION 2"4'-0" TYP.2'-6" MIN.3-1/2" STEEL PIPE HINGE POST 4" STEEL PIPE SWIVEL 1/4" STEEL BAR - WELD TO GATE FRAME 4" DIAM. STEEL PIPE STATIONARY4"2"ELEVATION PLAN 1-1/2" RIB X 18 GA. STEEL DECKING - SCREW ATTACH TO FACE OF GATE FRAME W/ SELF TAPPING SCREWS - PRIME & PAINT WELD HINGE STRAP TO 1-1/2" TUBE FRAME 3 A4 A4 1 9'-11 5/8"2'-4"3'-0"3'-0"1'-0" TYP. 6" TYP. 4"TYP.6"TYP.4"EXPANSION JOINT, TYP. CONTROL JOINT, TYP. #4 SMOOTH DOWELS & CAPS -18" LONG @ 24" O.C., TYP. 7" CONCRETE SLAB W/ 6X6- W2.9XW2.9 W.M.M. MID DEPTH OVER COMPACTED FILL 12"X12" THICKENED SLAB EDGE, TYP. EMBED GATE POST SIMILAR TO BOLLARD DETAIL, TYP. TYP.22' - 9 5/8"22'-7 5/8"3' - 0"3' - 0"2' - 4"10'-0" 6'-0" A.F.F. T.O. MASONRY PER CIVIL T.O. SLAB METAL FLASHING CAP PAINTED P2 PER A1 8" DEEP CONTINUOUS BOND BEAM W/ (2) CONTINUOUS #5'S - HOOK WALL VERT INTO TOP BOND BEAM W/ STANDARD 90o HOOK 8" CMU W/ #5 VERTS @ 24" O.C. MAX IN GROUTED FULL CORES - PROVIDE MATCHING DOWELS INTO FOUNDATION -PAINT P-1 PER SHEET A1 ALL CMU BELOW GRADE TO BE GROUTED FULL 1/2" EXPANSION MATERIAL 4"3"3"BELOW GRADE3'-0" MIN.8"TYP.9"TYP.5'-2"TYP. 4'-9 1/2" 22'-7 1/4" 9'-11 5/8"6'-0"SIDE ELEVATIONFRONT ELEVATION 1-1/2" STEEL TUBE FRAME - MITRED & WELDED -PRIME & PAINT P-1 1-1/2" RIB X 18 GA STEEL DECKING -ATTACH TO GATE FRAME W/ SELF- TAPPING SCREWS -PRIME & PAINT P-1 STEEL CANE BOLT AT EACH GATE LEAF P-1 P-2 P-2 P-1 SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 11/08/2024 PLANNING COMMENTS - 11/08/2024 A4 TRASH ENCLOSURE DETAILS TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 1/2" = 1'-0"1 BOLLARD DETAIL 1 1/2" = 1'-0"2 HINGE DETAIL 1/4" = 1'-0"4 TRASH ENCLOSURE PLAN 1/2" = 1'-0"3 TRASH ENCLOSURE WALL SECTION 1/4" = 1'-0"5 TRASH ENCLOSURE ELEVATIONS 1 A6 2 A6 1/4" / 1'-0"21' - 5"40' - 11 3/4" 11' - 7 7/16"42' - 0"14' - 0 3/16"27' - 11 1/4"28' - 11 1/2"27' - 11 1/4"28' - 11 1/2"14' - 11"3' - 0 3/16"11' - 3 3/4"2' - 6 3/16"RTU 2 RTU 1 ROOF ACCESS HATCH ROOF DRAIN ROOF SCREEN 5' - 8"54' - 3 3/4"7' - 8"25' - 1 3/4"10' - 1"REINFORCED WALKWAY OVERFLOW DRAIN SLOPE CRICKET TO ROOF DRAIN 3' - 6"2' - 0"SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 11/08/2024 PLANNING COMMENTS - 11/08/2024 A5 ROOF PLAN TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 1/4" = 1'-0"1 ROOF PLAN Finish Floor 0' -0" T.O. Storefront 9' -4" T.O. Parapet 18' -0" 1 A6 Finish Floor 0' -0" T.O. Parapet 18' -0" 2 A6 SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 11/08/2024 PLANNING COMMENTS - 11/08/2024 A6 BUILDING SECTIONS TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 1/4" = 1'-0"2 BUILDING SECTION 1/4" = 1'-0"1 BUILDING SECTION 1 A6 2 A6 3' - 1"3' - 1"EQ EQ 3' - 1"3' - 1"EQ EQ L-1 L-1 L-3 L-1 L-2 L-1 L-1 L-1 L-1L-4 L-4 L-4 L-4 MARK DESCRIPTION MANUFACTURER & SPEC EXTERIOR LIGHTING SCHEDULE L-1 L-2 EMERGENCY LIGHTING AT SOFFIT SURE-LITES SELW 25WH WALL MOUNTED DISTRIBUTION: DOWN COLOR: WHITE L-3 WALL PACK GE CURRENT EVOLVE EWLS L SERIES DISTRIBUTION: DOWN COLOR: BRONZE L-4 RECESSED LIGHTING SOFFIT GE CURRENT LUMINATION LRXB SERIES 6"1,000 LUMEN LED TRIM COLOR: WHITE EXTERIOR LIGHTING PROGRESS LIGHTING P5641-82/30K WALL MOUNTED CYLINDER DISTRIBUTION: DOWN COLOR: CLEAR ANODIZED ALUMINUM L-5 SITE LIGHTING LSI INDUSTRIES MIRANDA SMALL AREA MRS MRS-LED-15L-SIL-3-40-70CRI-IH FINISH: BLK BLACK SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 11/08/2024 PLANNING COMMENTS - 11/08/2024 A7 REFLECTIVE CEILING PLAN TBD Author Checker 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 1/4" = 1'-0"1 REFLECTIVE CEILING PLAN RETAIL SALES 101 RESTROOM 104 HALLWAY 106 OFFICE 105 ALCOVE 107 TINT AREA 103 2 5 1718WHOLESALE AREA 102 HANDSTACK HANDSTACK HANDSTACK HANDSTACKHANDSTACKHANDSTACKHANDSTACK HANDSTACKHANDSTACK HANDSTACKHANDSTACKHANDSTACKHANDSTACK19 14 13 11 15 12 12 3 1 9 78910461620WORK TABLE COLORSNAPTRUSTED COLLECTIONS DESIGNER INSPIRED THE PAINT 4' - 6" 5' - 0"4' - 6"4' - 8 7/8"5' - 7"6' - 0"5' - 11"2' - 5"3' - 10" SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 02/12/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 A8 FLOOR PLAN TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 1/4" = 1'-0"1 FLOOR PLAN EQUIPMENT LIST TAG DESCRIPTION MANUFACTURER MODEL PROVIDED BY INSTALLED BY REMARKS 1 UTILITY SINK ELKAY B1C24X24X GC GC ELEVATED ON METAL LEGS 2 WATER HEATER A. O. SMITH DEL-20-4 ELECTRIC GC GC MOUNT ON SHELF ABOVE UTILITY SINK - VERIFY SPEC W/ PLUMBING 3 EYEWASH STATION BRADLEY S19224DC GC GC WALL MOUNTED - PLUMB TO HOT/COLD WATER (W/ MIXING VALVE) & SANITARY SEWER 4 SLIDING GLASS DOOR TORMAX TX9200 TENANT GC 5 EMERGENCY KEY CABINET KNOX BOX 3200 RECESSED MOUNTED GC GC MOUNT 4'-0" A.F.F. - COORDINATE FINAL PLACEMENT WITH FIRE PREVENTION BUREAU 6 OVERHEAD DELIVERY DOOR OVERHEAD DOOR 470 GC GC WALL-MOUNTED MOTORIZED OPERATOR: LIFTMASTER LJ8900W 7 COFFEE BAR W/ WATER COOLER TENANT TENANT 8 HIGH/LOW DRINKING FOUNTAIN ELKAY VRCGRNTL8 GC GC REFER PLUMBING 9 FILE CABINET TENANT TENANT 10 ALUMINUM RACEWAY LEGRAND ALA4800 & ALA-G TENANT GC ALTERNATES: HUBBLE HBLALU4800 & MONOSYSTEMS SWA4800 11 ACCUTINTER MILLER ACCUTINTER 8012 TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 12 5 GALLON MIXER RED DEVIL 05025U TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 13 1 GALLON MIXER RED DEVIL 1015-PB-SQ TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 14 MANUAL TINTER FLUID MANAGEMENT HARBIL NSC80 TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 15 CONVEYOR ROLLER TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 16 ROOF HATCH BILCO GS-50TB - 36x30 GC GC COORDINATE PLACEMENT WITH STRUCTURAL 17 EXTERIOR BUZZER BUTTON EDWARDS 1786-B GC GC MOUNT 4'-0" A.F.F. - REFER ELECTRICAL 18 BUZZER RECEIVER OPTEX RCTD-20U GC GC MOUNT 9'-0" A.F.F. - REFER ELECTRICAL 19 DATA CABINET GC GC INSTALL PHONE/COMPUTER BOARD AT DATA CABINET 20 FIXED ROOF LADDER GC GC 18 INCH WIDE LADDER EV CHARGINGONLYAeccDbCogoPoint (AeccLand130)1/8" = 1'-0"P-1PRELIMINARY PLANTING PLANPRELIMINARY PLANTING PLANPALM SPRINGS, CA 92262SHERWIN WILLIAMS78-060 Calle Estado Suite #16La Quinta, California 92253(760) 698-9696RAY@RAYMARTINDESIGN.COMRAY MARTIN DESIGN CORP.Landscape Design / ManagementNOTE:WORK CONTAINED WITHIN THESE PLANSSHALL NOT COMMENCE UNTIL ANENCROACHMENT PERMIT AND/OR AGRADING PERMIT HAS BEEN ISSUED.MARKBYDATEENGINEERREVISIONSCOUNTYAPPR.DATEDATEPREPARED BY:SHEET NO.11/21/20241-800-227-2600YOU DIGDIALBEFORETOLL FREETWO WORKINGDAYS BEFOREYOU DIGA PUBLIC SERVICE BYUNDERGROUND SERVICE ALERTThe private engineer signing these plans is responsible for assuring the accuracyand acceptability of the design hereon. In the event of discrepancies arisingafter county approval or during construction, the private engineer shall beresponsible for determining an acceptable solution and revising the plans forapproval by the county.NORTHRMDC1CURRENT DATE:SCALE:THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF RAY MARTIN DESIGN & ASSOCIATES, INC. THEY ARE NOT TO BE REPRODUCED OR ALTERED IN ANY WAY, NOR DISCLOSED OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF RAY MARTIN DESIGN & ASSOCIATES, INC.ORIGINAL DATE:SHERWIN WILLIAMS11/21/2024GF1488 N. PALM CANYONAPN:505-184-028(REFERENCE IMAGE)DELONIX REGIA(REFERENCE IMAGE)PHOENIX ROEBELIN(REFERENCE IMAGE)PYRUS KAWAKAMI (REFERENCE IMAGE)AGAVE TEQUILANA(REFERENCE IMAGE)FOUQUIERIA SPLENDENS(REFERENCE IMAGE)LANTANA GOLD(REFERENCE IMAGE)CALLIANDRA(REFERENCE IMAGE)CHAMOIS BEIGE(REFERENCE IMAGE)MEXICAN BEACH BUFF SITE AND DRIVE THRU PHOTOMETRIC PLAN Scale: 1/8" = 1'-0"1 SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com PLANNING SUBMITTAL - 12-13-24 SHERWIN WILLIAMS - - - - - - - - - ADDRESS: SHEET NUMBER : STORE #: XXXX 12/13/24 -- - 796 Merus Court St. Louis, MO 63026 T 636.349.1600 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. F-20080 PHOTOMETRIC NOTES SITE PHOTOMETRIC CALCULATIONS EPH 1.0 TC @ FC556.47FL GUT555.79LIP GUT555.77FL GUT555.15TC @ FC555.80TC @ FC555.10FL GUT554.45FL GUT554.14TC @ FC554.84SPIKE556.11TC @ FC BC558.55TC @ FC558.07TC @ FC EC558.02FL GUT557.50LIP GUT557.61FIRE HYDRANT STREET FACE557.96TPULL BOX-TELE558.01EPULL BOX-ELEC557.83EPULL BOX-ELEC557.80STREET LIGHT STREET FACE557.68GAS VALVE557.90GAS VALVE557.91GAS VALVE557.75VALVE558.24VALVE558.15VALVE558.16FS CROWN558.35SMH-SEWER557.82VALVE557.46TC @ FC BC558.78TC @ FC557.66TC @ FC EC557.56FL GUT556.96LIP GUT556.98VALVE557.64FS CROWN557.72TC @ FC557.44FL GUT556.76LIP GUT556.75TOP-X557.45BOT-X556.85BOT-X556.57TOP-X557.05TC @ FC557.04FL GUT556.38LIP GUT556.46METER557.56METER558.26FS CROWN557.20LIP GUT556.27FL GUT556.26TC @ FC556.90FS CROWN556.74METER556.93EPULL BOX-ELEC556.94STREET LIGHT STREET FACE556.76TC @ FC556.50FL GUT555.85LIP GUT555.97TOP-X556.49BOT-X555.94BOT-X555.64TOP-X556.03TC @ FC556.03FL GUT555.39LIP GUT555.50METER556.07METER555.69VALVE555.80FS CROWN556.16LIP GUT555.18GUARD RAIL557.55GUARD RAIL BC557.70GUARD RAIL557.80GUARD RAIL EC557.90GUARD RAIL559.34GUARD RAIL558.50GUARD RAIL558.41FRONT SW558.07FRONT SW558.45BACK SW BC558.59TOP CONC. BC558.98TOP CONC.559.01BACK SW558.48BACK SW EC558.60TOP CONC. EC559.15TOP CONC.560.18BACK SW559.51BACK SW559.52BACK SW559.48FRONT SW559.26FRONT SW559.38FRONT SW558.89BACK SW BC559.15BACK SW559.14BACK SW EC559.10TOP CONC. BC559.43TOP CONC.559.41TOP CONC. EC559.43TOP CONC.558.74BACK SW558.05FRONT SW BC557.91FRONT SW557.74FRONT SW EC557.65FRONT SW557.56TOP CONC. BC558.68TOP CONC.558.74TOP CONC. EC558.66TOP CONC.558.97BACK SW BC557.78BACK SW557.79BACK SW EC557.73BACK SW557.86FRONT SW557.49FRONT SW556.73BACK SW557.54BACK SW557.32BACK SW557.32BACK SW557.30BACK SW557.28FRONT SW557.06FRONT SW556.91BACK SW557.13PALM TREE 14IN STREET FACE557.06EELEC. RISER556.91PLANTER556.86PLANTER556.91PLANTER557.00PLANTER556.87PLANTER556.83PLANTER556.80FRONT SW556.73BACK SW556.89BACK SW556.74FRONT SW556.55FRONT SW555.86BACK SW556.51BACK SW556.38BACK SW556.36FRONT SW556.10PLANTER555.98PLANTER556.10PLANTER556.10PLANTER555.90SMAILBOX556.06BACK SW556.16BACK SW556.09BACK SW556.05FRONT SW555.88LIP GUT554.56FS CROWN555.59TC @ FC555.63FL GUT554.99LIP GUT555.04FRONT SW555.66BACK SW555.89BACK SW555.62FRONT SW554.96BOT-X555.04TOP-X555.61FS CROWN555.18LIP GUT554.23EP556.24EP556.53EP556.57EP556.57EP556.67EP556.61EP556.87EP557.16EP557.48EP557.54EP557.56EP557.82EP557.42EP557.04EP556.82EP556.64EP556.52PALM TREE 14IN558.01EELEC. RISER557.98BLDG COR556.43BLOCK WALL SF556.50BLOCK WALL SF555.68BLOCK WALL SF555.06BLOCK WALL WF554.97BLOCK WALL WF555.20BLOCK WALL WF554.99BLOCK WALL WF554.44BLOCK WALL NF554.46BLOCK WALL NF554.74BLOCK WALL NF555.24BLOCK WALL NF556.61BLOCK WALL NF556.15NG555.92NG555.42NG554.85NG555.24NG554.89NG555.37NG555.81NG556.34NG556.54NG556.07NG555.61NG554.72NG555.23NG555.98NG555.94NG556.68BLDG COR558.16BLDG COR559.33EPULL BOX-ELEC555.98EDISON POLE 34529S SF556.21EELEC. RISER556.02ELEC CONTROL PANEL555.94PEDESTAL-TELE555.89GUY WIRE-ELEC555.68EDISON POLE GT10823 NF556.12FS557.29FS557.38FS557.36FS557.22TRASH ENC558.33TRASH ENC557.24TRASH ENC557.46TRASH ENC558.26FAUCET558.30BLOCK WALL WF557.54BLOCK WALL WF557.22BLDG COR557.86PVC RISER557.84ELBOW PVC556.30PVC RISER555.97PVC RISER555.96PVC RISER555.17RET WALL TOP SF563.48RET WALL TOP SF STEP563.49RET WALL TOP SF STEP563.27RET WALL TOP SF STEP563.34RET WALL TOP SF STEP562.03RET WALL TOP SF STEP562.00RET WALL TOP SF STEP560.67RET WALL TOP SF560.70RET WALL TOP WF STEP560.98RET WALL TOP WF561.08RET WALL TOP WF561.16RET WALL TOP WF561.16RET WALL TOP WF561.23RET WALL TOP NF561.21RET WALL TOP NF561.31RET WALL TOP NF561.42RET WALL TOP NF561.43RET WALL TOP NF STEP561.44RET WALL TOP NF STEP557.75RET WALL TOP NF557.85RET WALL TOP NF557.79CL SEW PIPE FL551.79CL SEW PIPE FL551.58CL SEW PIPE FL551.65S89° 54' 37"W 293.34'139.51'(555)(555)(555)(556 ) (556) (557)(558 )N89° 53' 38"E 139.51'N89° 53' 38"E 139.51'S89° 53' 38"W 139.51'N00° 01' 46"E 120.04' S00° 01' 48"W 120.04' S00° 01' 48"W 2640.26'S89° 54' 37"W 353.33'30.00'15.00'30.00'0.09' 0.02' 0.18'0.06'0.06'0.06'0.66'0.49'0.99'1.08'1.19'1.24'1.48'1.51'1.45'1.44'60.02'60.02'60.02' 59.98'60.02'60.02'ITEM 6 OF TITLE REPORT5' EASEMENT IN FAVOR OFCALIFORNIA WATER & TELEPHONE COMPANYRECORDED DECEMBER 2, 1957IN BOOK 2186, PAGE 170POBN0010'20'PROJECT LOCATION & NAME: C:\Users\sturm\Dropbox\Share (bgs1)\BLACKGOLD ENGINEERING OUTSIDE JOBS\MATT MCWHIRTER\McWHIRTER ALTA 10-2-24.dwg PLOT TIME: Wednesday, October 30, 2024 12:47:09 PM LAYOUT: ALTA SHEET 2 30 X 42 ExhibitPLOT STYLE:PREPARED BY:NCS US Standard.stb BASIS OF BEARINGS IS THE CENTERLINE OF N PALM CYN PER RS 163/81 BEING S 0°01'48"WBENCHMARK IS CITY OF PALM SPRINGS "SCORPIO" EL=562.312SHEET 2 OF 2STEVENS ROADNORTH PALM CANYON NO BUILDINGSALTA/NSPS LAND TITLE SURVEYVACANT LANDNORTH PALM CANYON DRIVE, PALM SPRINGS, CANO BUILDINGSLOT 1LOT 4LOT 33LOT 34LOT 35LOT 36LOT 2MB 17/34LOT 3MB 17/34EXISTING BUILDINGLOT 'B' MB 17/3415.00'APN 505-184-001DESERT PRIMARY CARE REAL ESTATEAPN 505-184-020KENETH W AGEE JR/KRISTINE S EASTLINGAPN 505-184-020KENETH W AGEE JR/KRISTINE S EASTLINGAPN 505-184-019KENETH W AGEE JR/KRISTINE S EASTLINGAPN 505-184-019KENETH W AGEE JR/KRISTINE S EASTLINGAPN 505-184-004BUSAMALEE GREENFIELD