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HomeMy WebLinkAboutItem 3A - AR-2025-0008_ARC Packet_07022025ARCHITECTURAL REVIEW COMMITTEE STAFF REPORT DATE: JULY 7, 2025 NEW BUSINESS SUBJECT: A REQUEST BY MCWHIRTER REALTY PARTNERS, LLC FOR A MAJOR ARCHITECTURAL REVIEW APPLICATION TO CONSTRUCT A 4,012-SF COMMERICAL BUILDING ON 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 (APN: 505-184-028) (CASE AR-2025-0008). (NK). FROM: Department of Planning Services PROJECT DESCRIPTION: The project is proposing to construct 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. RECOMMENDATION: The Architectural Review Committee determine that the project is exempt from further analysis pursuant to Section 15332 of the CEQA Guidelines as a Class 32 Categorical Exemption (“In-Fill Development Projects”) and approve the application subject to the conditions of approval recommended by staff. The recommended conditions of approval include, but are not limited to, the following: 1. Reduce the proposed 5-foot canopy projection along the North Palm Canyon Drive frontage to 4 feet in accordance with PSZC Section 93.01.00(F)(3)(a). The projection of the canopies into the future right-of-way shall be subject to the requirements of the Department of Engineering Services. 2. Reduce the amount of Beaked Yucca along the west/front elevation so that it functions more as an accent and focal point. Replace Beaked Yucca with other plant materials for additional details, complexity, and plant diversity. 3. Add plant materials in the planting beds along the north and south property lines. Such materials shall be diverse. Architectural Review Committee Staff Report Page 2 of 9 Case AR-2025-0008 July 7, 2025 ISSUES: 1. The project is subject to a condition of approval, which was imposed by the City Council at its appeal hearing on May 14, 2025. The condition required the applicant to incorporate “mid-century architectural elements” into the building design. The City Council’s determination was based on the information depicted on Attachment 8. 2. The proposed 5-foot canopy projection along the North Palm Canyon Drive frontage exceeds the 4-foot-maximum regulated by PSZC Section 93.01.00(F)(3)(a). 3. The proposed landscape treatment is monotonous, particularly along the west, north, and south elevations. BUSINESS PRINCIPAL DISCLOSURE: Public Integrity Disclosure Form is attached to this staff report (Attachment 4). BACKGROUND INFORMATION: Related Relevant City Actions 02/26/2025 Planning Commission reviewed the proposed project (Case DP-2024- 0009) and voted unanimously to continue the review with direction for the applicant to address the following issues: 1) A true, functional entrance is required on the North Palm Canyon Drive frontage; 2) The floor plan needs to be reconfigured to accommodate a functional entrance on the Noth Palm Canyon Drive frontage; 3) Glazing application on the North Palm Canyon Drive elevation needs to be expanded; and 4) Stronger landscape treatment with layered plant materials is desirable along the North Palm Canyon Drive frontage. 03/25/2025 Planning Commission voted 4 (Aylaian, Weremiuk, Rotman, Morrill) to 3 (Baker, Miller, Murphy) to deny the application. 04/08/2025 Planning Commission adopted a resolution of denial (Resolution No. 6978). 05/14/2025 City Council voted unanimously to overturn the Planning Commission’s decision to deny the application, DP-2024-0009 (APPL-2025-0002). Site Information Zone: Retail Business (C-1) Overlay Zone: Resort (R) General Plan Land Use Designation: Mixed-Use (MU) Net Acres 0.38 Acre (16,680 SF) Architectural Review Committee Staff Report Page 3 of 9 Case AR-2025-0008 July 7, 2025 Neighborhood Notice 07/03/2025 The surrounding neighborhood organizations within one (1) mile of the site were sent notice that the proposed project would be reviewed by the Architectural Review Committee on July 7, 2025. STAFF ANALYSIS: Project Details: 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. As provided in the Project Background table in this staff report (page 2), the Planning Commission denied the Major Development Permit application for the proposed project. The Commission’s determination was later overturned by the City Council through an appeal process, which imposed a condition of approval requiring the proposed building design to incorporate “mid-century architectural elements.” The plans considered by the City Council and the revised plans are attached to this staff report (Attachments 8 and 9). Site Plan: As shown in the Development Standards table below (page 4), the size and depth of the lot are legal nonconforming to the current C-1 Zone development standards. The proposed development features include a commercial 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. The proposed design includes a canopy along the North Palm Canyon Drive frontage which extends by 5 feet from the building elevation towards the street. However, pursuant to PSZC Section PSZC Section 93.01.00(F)(3)(a), the code-allowed maximum minor architectural projection into the front yard setback is 4 feet. Any structural projection into public right-of-way is subject to the requirements of Engineering Services Department. Architectural Review Committee Staff Report Page 4 of 9 Case AR-2025-0008 July 7, 2025 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. While the proposed canopy projection on the North Palm Canyon Drive frontage does not meet the zoning code as proposed, the project meets the rest of the standards such as 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. 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 the 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. Development Standards: Pursuant to PSZC Section 92.12.03, the project was evaluated for compliance with following development standards: 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) 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 Architectural Review Committee Staff Report Page 5 of 9 Case AR-2025-0008 July 7, 2025 Standard Required/ Allowed Provided Compliance 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 Architectural Projection Max. 4’ (Front) 5’ Yes, as conditioned Analysis of conformance with PSZC 93.06.00 (Off-Street Parking): 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 Handicap Space 1 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) Architectural Review Committee Staff Report Page 6 of 9 Case AR-2025-0008 July 7, 2025 Architectural Review Criteria and Findings: PSZC Section 94.04.00(E) requires the approval authority to evaluate the application and make findings for conformance to the following criteria: Criteria and Findings [PSZC 94.04.00(E)] Compliance 1. The architectural treatment is consistent on all four sides of the proposed building(s), unless otherwise approved by the ARC; Y The project proposes similar architectural treatment on all sides as exemplified by the repeated identical material and color application, in addition to the incorporation of rectangular form and grid pattern. 2. The design of accessory structures, such as carports, cabanas, and similar accessory structures, shall be consistent with the form, materials and colors of the principal building(s), unless otherwise approved by the ARC; Y Trash enclosure is the only accessory structure being proposed for the project. The proposed trash enclosure, which will be constructed with CMU and steel, will be painted to match the exterior colors of the proposed primary building. 3. The façade elements and fenestration are composed in a harmonious manner; Y The west and south elevations are designed with storefront windows and clerestory windows. The storefront windows and clerestory windows are visually separated by canopies, and the canopies add dimensionality to the building. The west canopy overlaps the southwest corner of the building and further extends along the south elevation for continuity. Individual architectural elements are properly scaled and positioned for a composed appearance. 4. The proposed materials are consistent with the context of the site, adjacent buildings, and the desert environment; Y The proposed construction materials include stucco, CMU, aluminum, and steel, all of which are commonly used in construction and are contextually appropriate. The proposed materials are durable and will withstand the local desert climate. 5. The proposed color scheme is appropriate to the desert environment and consistent with the site context; Y The project proposes a desert-neutral color palette which consists of greige (mix of gray and beige) (SW 7506 ‘Loggia’), light beige (SW 6105 ‘Divine White’), and white (SW 7757 ‘High Reflective White’). The color palette is contextually appropriate. 6. Shading devices and sun control elements, excluding landscape materials, are provided to address environmental conditions and solar orientation; Yes, as conditioned Architectural Review Committee Staff Report Page 7 of 9 Case AR-2025-0008 July 7, 2025 Criteria and Findings [PSZC 94.04.00(E)] Compliance The project proposes canopies on the west, south (partial) and east elevations over the glazing areas. The application of glazing is limited on the south elevation, and the canopies on the west and east elevations provide shade at the entry points. The project proposes canopies that project by 5 feet from the west (North Palm Canyon Drive) frontage, which the zoning code limits such projection to 4 feet (PSZC Section 93.01.00.F.3.a). To address this issue, staff is recommending a condition of approval which requires the projection to be reduced to 4 feet. As conditioned, the project meets this requirements. 7. The proposed landscape plan is consistent with the requirements of PSMC Chapter 8.60; Yes, as conditioned The project proposes a row of Beaked Yucca and a cluster of Golden Barrel Cactus in the planting bed between the west elevation of the building and sidewalk. Additionally, the landscape plan includes Tequilia Agave and Red Powder Puff for the treatment along the north and south property lines. Generally, the proposed landscape design lacks variety and quantity, particularly along the west, north, and south property lines. The landscape treatment in such areas is monotonous and bare. To address these issues, staff is recommending the following conditions of approval: 1) Reduce the amount of Beaked Yucca along the west/front elevations so that it functions more as an accent and focal point. Replace Beaked Yucca with other plant materials for additional details, complexity, and plant diversity; and 2) Add plant materials in the planting beds along the north and south property lines. Such materials shall be diverse. The landscape and irrigation plans are subject to review and approval by the Riverside County Agricultural Commissioner’s Office and Desert Water Agency (DWA) as conditioned to ensure that the project aligns with the City’s Water Efficient Landscape Ordinance (Conditions PLN 2 & 3). As conditioned, the project meets this requirement. 8. The proposed landscape plan is consistent with all applicable zoning requirements, including any streetscape requirements, landscape buffer requirements, and screening requirements; Y The project site is designed with 5-foot-wide perimeter landscape per the zoning code requirement, and the parking lot shading of 53% is proposed while the code-required minimum is 30%. 9. The shading for pedestrian facilities on the subject site or abutting public right(s)-of-way is adequate; Y The proposed building is designed with canopies on all elevations except for the north elevation. The canopies will provide shade at the front/west and rear/east entrances. Architectural Review Committee Staff Report Page 8 of 9 Case AR-2025-0008 July 7, 2025 Criteria and Findings [PSZC 94.04.00(E)] Compliance 10. The proposed lighting plan is consistent with the requirements of PSZC Section 93.21.00, and the proposed lighting will not materially impact adjacent properties; Y The project proposes 20-foot-high light poles in the parking lot, recessed ceiling lights for the canopies, wall-mounted lights for the building, and a wall pack by the roll-up door (north elevation). The specifications of these lighting fixtures meet the zoning code requirements, as well as the associated photometric plan. 11. Appropriateness of signage locations and dimensions relative to the building façade(s), or appropriateness of the site location for any freestanding signage, as may be warranted for the development type; N/A Sign installation would require a separate Sign Permit application. A Sign Permit application has not been submitted as a part of this application. 12. Screening is provided for mechanical equipment and service yards, so as to screen such facilities from view from public rights-of-way and abutting properties; Y The project proposes rooftop mechanical equipment, which will be located behind a 4.5-foot-high parapet. The equipment will not be visible from public rights-of-way. 13. The proposed application is consistent with any adopted design standards of an applicable specific plan, planned development district, or other applicable adopted design standards and regulations. Yes, as conditioned The project site is not located in a Specific Plan or Planned Development District. As analyzed in this table, the proposed 5-foot canopy projection along North Palm Canyon Drive exceeds the 4- foot-maximum regulated by the zoning code. To address this issue, staff is recommending a condition of approval which limits the projection to 4 feet. As being conditioned, the proposed project meets this requirement. 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 Architectural Review Committee Staff Report Page 9 of 9 Case AR-2025-0008 July 7, 2025 services. CONCLUSION: The proposed project conforms to the Palm Springs Zoning Code and Architectural Review criteria except for the proposed 5-foot projection of the canopies along the North Palm Canyon Drive frontage. Although a minor adjustment to the proposed design is necessary for the project to address this issue and to be in fully compliance with the applicable regulations, such as change is relatively minor and would not alter the character of the project. Therefore, staff recommends that the ARC approve the proposed project subject to the conditions of approval included in the attached draft resolution (Attachment 3). PREPARED BY: Noriko Kikuchi, AICP, Associate Planner REVIEWED BY: Edward Robertson, Principal Planner REVIEWED BY: Christopher Hadwin, AICP, Director of Planning Services ATTACHMENTS: 1. Vicinity Map 2. Aerial Map 3. Resolution and Conditions of Approval 4. Public Integrity Disclosure Form 5. Justification Letter 6. Site Photos 7. Exterior Lighting Fixture Details 8. Plans reviewed by the City Council 9. Revised Final Plans ATTACHMENT 1 Department of Planning Services Vicinity Map CITY OF PALM SPRINGS Case AR-2025-0008 Sherwin-Williams Paint Store APN: 505-184-028 ATTACHMENT 2 Project Site N. Palm Canyon Dr. E. Stevens Rd. N. Indian Canyon Dr. Project Site ATTACHMENT 3 RESOLUTION NO._______ A RESOLUTION OF THE ARCHITECTURAL REVIEW COMMITTEE OF THE CITY OF PALM SPRINGS, CALIFORNIA, APPROVING A MAJOR ARCHITECTURAL APPLICATION TO CONSTRUCT A 4,012-SF COMMERICAL BUILDING ON 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 (APN: 505-184- 028) (CASE AR-2025-0008). THE ARCHITECTURAL REVIEW COMMITTEE FINDS AND DETERMINES AS FOLLOWS: A. McWhirter Realty Partners (“Applicant”), filed a Major Development Permit application, Case DP-2024-0009, and a Major Architectural (MAJ) application, Case AR-2025-0008, with the City, pursuant to Palm Springs Zoning Code (PSZC) Section 94.04.00 (architectural review), for construction of 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, (“the Project”); and B. On February 26, 2025, a public meeting on Case DP-2024-0009 was held by the Planning Commission in accordance with applicable law, and the Planning Commission voted unanimously to continue the item for further review to address the following: 1) A true, functional entrance is required on the North Palm Canyon Drive frontage; 2) The floor plan needs to be reconfigured to accommodate a functional entrance on the North Palm Canyon Drive frontage; 3) Glazing application on the North Palm Canyon Drive elevation needs to be expanded; and 4) Stronger landscape treatment with layered plant materials is desirable along the North Palm Canyon Drive frontage; and C. On March 25, 2025, a public meeting on Case DP-2024-0009 was held by the Planning Commission in accordance with applicable law, and the Planning Commission voted 4 (Aylaian, Weremiuk, Rotman, Morrill) to 3 (Baker, Miller, Murphy) to deny the application based on the findings that the proposed project is not consistent with the intent of the General Plan; and D. On April 3, 2025, McWhirter Realty Partners timely filed an appeal to the City Council of the March 25, 2025 Planning Commission decision to deny Case DP-2024-0009 in accordance with applicable law; and E. On April 8, 2025, the Planning Commission adopted a resolution of denial (Resolution No. 6978) to deny Case DP-2024-0009; and F. On May 14, 2025, an appeal hearing on Case APPL-2025-0002 was held by the City Council in accordance with applicable law. Subsequently, the City Council voted unanimously to overturn the Planning Commission’s decision to deny the project subject to a condition that Architectural Review Committee Resolution No. July 7, 2025 Case AR-2025-0008 Page 2 of 2 mid-century architectural elements be incorporated into the proposed building design. G. On July 7, 2025, the City’s Architectural Review Committee held a public meeting in accordance with applicable public law to review Case AR-2025-0008. At said meeting, the Architectural Review Committee carefully reviewed and considered all of the evidence presented in connection with the Project, including, but not limited to, the staff report, and all written and oral testimony presented. THE ARCHITECTURAL REVIEW COMMITTEE RESOLVES: Section 1: The proposed project is considered a project pursuant to the California Environmental Quality Act (CEQA). The Architectural Review Committee has evaluated the Project pursuant to CEQA and determined it to be Categorically Exempt from further analysis under CEQA Guidelines Section 15332 of the CEQA Guidelines (Class 32, In-fill Development Projects). Section 2: As demonstrated in the staff report, the Project conforms to the Architectural Review criteria and findings stipulated in Section 94.04.00(E) of the Palm Springs Zoning Code as conditioned. Section 3: Based upon the foregoing, the Architectural Review Committee hereby approves Case AR-2025-0008 for the construction of 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), subject to the conditions of approval attached herein as Exhibit A. ADOPTED this 7th day of July, 2025 AYES: NOES: ABSENT: ABSTAIN: ATTEST: CITY OF PALM SPRINGS, CALIFORNIA ______________________________________ Christopher Hadwin Department of Planning Services Director 1 RESOLUTION NO. _______ EXHIBIT A Sherwin-Williams Paint Store APN: 505-184-028 Major Architectural Review Case No. AR-2025-0008 July 7, 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 AR- 2025-0008; 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 AR-2025-0008. The City of Palm Springs will promptly notify the applicant of any such claim, action, or proceeding against Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 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 an Architectural Review approval shall be two (2) years from the effective date of the approval. A Building Permit shall be issued for construction by the deadline. An Extension 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. Right to Appeal. The decision of the Architectural Review shall be final unless appealed to the Planning Commission within 15 days following the date that the Director of Planning Services issues notification to the applicant of the decision. The appeal shall be in writing and filed with the Department of Planning Services. ADM 9. 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 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 Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 3 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 10. 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. Environmental Document Filing. Filing of a Notice of Exemption (NOE) 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) a. The presence of an approved Agua Caliente Native American Cultural Resource Monitor(s) during any ground disturbing activities Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 4 (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). The wall pack proposed on the north elevation shall not be angled so that the light source will be fully shielded and there will be no light spillage. 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 review and approval prior to the issuance of a Building Permit. PLN 3. Final Landscape Plan. The final landscape plan approved by the City shall also be approved by the Riverside County Agricultural Commissioner’s Office and DWA (Desert Water Agency). Applicant shall submit a proof of 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. PLN 7. Exterior Alarms & Audio Systems. No sirens, outside paging or any type of signalization will be permitted, except approved alarm systems. Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 5 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. Canopy Projection (North Palm Canyon Drive). Reduce the proposed 5-foot canopy projection along the East Palm Canyon Drive frontage to 4 feet in accordance with PSZC Section 93.01.00(F)(3)(a). The projection of the canopies into the future right-of-way shall be subject to the requirements of the Department of Engineering Services. PLN 10. Landscape (North Palm Canyon Drive Frontage). Reduce the amount of Beaked Yucca along the west/front elevation so that it functions more as an accent and focal point. Replace Beaked Yucca with other plant materials for additional details, complexity, and plant diversity. PLN 11. Landscape (South & North Perimeter Landscape). Add plant materials in the planting beds along the north and south property lines. Such materials shall be diverse. 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 Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 6 G. 2022 California Green Building Standards Code 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” Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 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. Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 8 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, 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 Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 9 to and approved by the Engineering Services Department prior to approval of the Grading plan. 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 Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 10 provided even though there may not be a grading plan for the project. Prior to issuance of Building Permits. 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 Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 11 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 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. Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 12 ENG 30. All proposed utility lines shall be installed underground. 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 Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 13 Services Department for review and approval. A copy of a current title report and copies of record documents shall be submitted with the 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. Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 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 Architectural Review Committee Resolution No. _____ July 7, 2025 Case AR-2025-0008 15 modified by local ordinance. Fire pumps maybe also be required due to the size of the building. 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 ATTACHMENT 4 CITY OF PALM SPRINGS – PUBLIC INTEGRITY DISCLOSURE APPLICANT DISCLOSURE FORM Page 1 of 2 (Revised 05/16/19) PUBLIC INTEGRITY DISCLOSURE APPLICANT DISCLOSURE FORM 1. Name of Entity 2. Address of Entity (Principle Place of Business) 3. Local or California Address (if different than #2) 4. State where Entity is Registered with Secretary of State If other than California, is the Entity also registered in California?  Yes  No 5. Type of Entity  Corporation  Limited Liability Company  Partnership  Trust  Other (please specify) 6. Officers, Directors, Members, Managers, Trustees, Other Fiduciaries (please specify) Note: If any response is not a natural person, please identify all officers, directors, members, managers and other fiduciaries for the member, manager, trust or other entity _________________________________________________  Officer  Director  Member  Manager [name]  General Partner  Limited Partner  Other ____________________________________ _________________________________________________  Officer  Director  Member  Manager [name]  General Partner  Limited Partner  Other ____________________________________ _________________________________________________  Officer  Director  Member  Manager [name]  General Partner  Limited Partner  Other ____________________________________ CITY OF PALM SPRINGS – PUBLIC INTEGRITY DISCLOSURE APPLICANT DISCLOSURE FORM Page 2 of 2 (Revised 05/16/19) 7. Owners/Investors with a 5% beneficial interest in the Applicant Entity or a related entity EXAMPLE JANE DOE [name of owner/investor] 50%, ABC COMPANY, Inc. [percentage of beneficial interest in entity and name of entity] A. [name of owner/investor] [percentage of beneficial interest in entity and name of entity] B. [name of owner/investor] [percentage of beneficial interest in entity and name of entity] C. [name of owner/investor] [percentage of beneficial interest in entity and name of entity] D. [name of owner/investor] [percentage of beneficial interest in entity and name of entity] E. [name of owner/investor] [percentage of beneficial interest in entity and name of entity] I DECLARE UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING IS TRUE AND CORRECT. Signature of Disclosing Party, Printed Name, Title Date PENALTIES Falsification of information or failure to report information required to be reported may subject you to administrative action by the City. ATTACHMENT 5 PROPOSED SHERWIN-WILLIAMS PAINT STORE 1488 N. Palm Canyon Drive Riverside County APN 505-184-028-5 JUSTIFICATION LETTER Our proposed store at 1488 N. Palm Canyon Drive will be a retail outlet serving the community of designers, Do-It-Yourself painters, residential painting contractors, and the occasional commercial painter. The store will sell items related to painting such as brushes, rollers, ladders, drop cloths, sandpaper, etc as well as exclusive Sherwin-Williams paints. The store will consist of approximately 4,012 Sf with a total of 14 parking spaces on a 0.38-acre (16,680sf) lot. The store will have between 2 and 4 employees and will be open 7:00AM to 7:00PM Monday to Saturday. On Sunday, the store will have reduced hours from approximately 9:00AM to 5:00PM. ATTACHMENT 6 ATTACHMENT 7 Rev. Date: 03/31/2025 For informational purposes only. Content is subject to change. CA RESIDENTS WARNING: Cancer and Reproductive Harm – www.p65warnings.ca.gov! ©2025 Cree Lighting USA LLC. All rights reserved. For informational purposes only. Content is subject to change. Patent www.creelighting.com/patents. The savr logo is a registered trademark of e-conolight, LLC. Due to continuous product improvement, information in this document is subject to change. The cULus logo is a registered trademark of UL LLC. e-conolight.com | Customer Service: 888-243-9445 | Fax: 262-504-5409 1501 96th Street, Sturtevant, WI 53177 APPLICATIONS • Commercial • Entryways • Offices • Residential WARRANTY & CERTIFICATIONS • 5-Year Limited Warranty • cULus listed for wet locations • Complies with FCC part 15, class A • IP65 rated for ingress protection KEY FEATURES PERFORMANCE • E-WCSB-UPDN-09L-SCCT-BZ provides a range of 600 to 900 nominal lumens* • E-WCSB-UPDN-20L-SCCT-BZ provides a range of 1200 to 2000 nominal lumens* • E-WCSB-UPDN-30L-SCCT-BZ provides a range of 2200 to 3000 nominal lumens* • Field selectable CCT options: 3000K, 4000K & 5000K • CRI > 90 • Beam angle 35 degree ELECTRICAL • Input Voltage: Universal (120v - 277v) • Operating Temperature Range: -40°F to 113°F (-40°C to 45°C) • Estimated > 140,000 hours of maintenance-free operation to L70 at 25°C (77°F) • Power Factor: >0.9 • Total Harmonic Distortion: <20% • Dimmable: 0-10v to 10% - Dimming with dimming leads available for use in the field • Surge Protection: 4kV CONSTRUCTION / INSTALLATION • Premium powder- coat, aluminum, dark bronze housing • Easy installation in new construction or retrofit applications. Wall mount kit included E-WCSB SERIES CCT & Wattage Selectable LED Wall Sconce w/ Photocell Our savr® LED Wall Sconce, available in up to 34W, features an integrated photocell and an internal switch for selecting up-only, down-only, or both up and down lighting. It offers field selectable CCT and wattage, wide optical distribution and delivers up to 3000 lumens. Bronze finish, cULus Listed, 5-year limited warranty. ORDERING INFORMATIONExample SKU: E-WCSB-UPDN-09L-SCCT-BZ SERIES DIRECTION FIELD SELECTABLE LUMEN PACKAGE CCT (FIELD SELECTABLE)FINISH E-WCSUPDN UPDNUp onlyDown onlyUp and down 09LUp to 900 Lumens 20L Up to 2000 Lumens 30L Up to 3000 Lumens SCCT 3000K/4000K/5000K BZ Bronze 33 3 3 Rev. Date: 03/31/2025 For informational purposes only. Content is subject to change. ©2025 Cree Lighting USA LLC. All rights reserved. For informational purposes only. Content is subject to change.Patent www.creelighting.com/patents. The savr logo is a registered trademark of e-conolight, LLC. Due to continuous productimprovement, information in this document is subject to change. The cULus logo is a registered trademark of UL LLC. e-conolight.com | Customer Service: 888-243-9445 | Fax: 262-504-5409 1501 96th Street, Sturtevant, WI 53177 E-WCSB SERIES 5- 7/20" W Ø 3-7/100" Ø 5-71/100" Ø 4-17/100" 13" W 6- 7/10" W 4 -11/20"L 5-3/4"L 4 -11/20" L 8- 49/50" H 8- 9/20" H 11-1/50" H MOUNTING DETAILS & DIMENSIONS LUMEN PACKAGE MOUNTING OPTIONS RECOMMENDED MOUNTING HEIGHT RECOMMENDED SPACING PRODUCT DIMENSIONS PRODUCT WEIGHT (LBS.) 9L Wall mount kit included 6 feet 6ft apart 4-11/20" L x 5-7/20" W x 8-49/50" H 2.65 20L 8 feet 8ft apart 4-11/20" L x 5-7/20" W x 8-49/50" H 4.13 30L 12 feet 12ft apart 5-3/4" L x 13" W x 8-9/20" H 6.48 9L 30L 20L ELECTRICAL PERFORMANCE OPERATING TEMPERATURE RANGE ESTIMATED LIFESPAN L70 AT 25°C (77°F)POWER FACTOR TOTAL HARMONIC DISTORTION DIMMABLE SURGE PROTECTION -40°F to 113°F (-40°C to 45°C)>140,000 hours > 0.90 < 20% 0-10v to 10% - Dimming with dimming leads available for use in the field 4kV Rev. Date: 03/31/2025 For informational purposes only. Content is subject to change. ©2025 Cree Lighting USA LLC. All rights reserved. For informational purposes only. Content is subject to change.Patent www.creelighting.com/patents. The savr logo is a registered trademark of e-conolight, LLC. Due to continuous productimprovement, information in this document is subject to change. The cULus logo is a registered trademark of UL LLC. e-conolight.com | Customer Service: 888-243-9445 | Fax: 262-504-5409 1501 96th Street, Sturtevant, WI 53177 E-WCSB SERIES LUMINAIRE PERFORMANCE SERIES MEASUREMENTS LOW LUMENS MID LUMENS HIGH LUMENS 3000K 4000K 5000K 3000K 4000K 5000K 3000K 4000K 5000K E-WCSB-UPDN-09L Lumens 502 565 590 625 707 735 763 864 894 Watt 6.07 5.99 6.06 7.62 7.49 7.61 9.37 9.19 9.33 Efficacy 83 94 97 82 94 97 81 94 96 E-WCSB-UPDN-20L Lumens 1115 1225 1277 1487 1662 1716 1739 1959 1999 Watt 12.31 12.14 12.32 16.82 16.61 16.88 20.07 19.79 20.1 Efficacy 91 101 104 88 100 102 87 99 99 E-WCSB-UPDN-30L Lumens 2004 2162 2337 2443 2660 27.16 2663 2912 2979 Watt 23.65 23.48 23.91 29.88 29.63 30.09 34.66 34.43 24.85 Efficacy 85 92 94 82 90 90 77 85 85 AMP DRAW SERIES CCT LOW LUMENS MID LUMENS HIGH LUMENS BUG RATING120V240V277V120V240V277V120V240V277V E-WCSB-UPDN-09L 3000K 0.05A 0.03A 0.02A 0.06A 0.03A 0.02A 0.08A 0.04A 0.03A B1-U3-G04000K0.05A 0.02A 0.02A 0.06A 0.03A 0.02A 0.08A 0.04A 0.03A 5000K 0.05A 0.03A 0.02A 0.06A 0.03A 0.02A 0.08A 0.04A 0.03A E-WCSB-UPDN-20L 3000K 0.1A 0.05A 0.04A 0.14A 0.07A 0.06A 0.17A 0.08A 0.07A B1-U4-G04000K0.1A 0.05A 0.04A 0.14A 0.07A 0.06A 0.16A 0.08A 0.07A 5000K 0.1A 0.05A 0.04A 0.14A 0.07A 0.06A 0.17A 0.08A 0.07A E-WCSB-UPDN-30L 3000K 0.2A 0.1A 0.09A 0.25A 0.12A 0.11A 0.29A 0.14A 0.13A B2-U5-G04000K0.2A 0.1A 0.08A 0.25A 0.12A 0.11A 0.29A 0.14A 0.12A 5000K 0.2A 0.1A 0.09A 0.25A 0.13A 0.11A 0.29A 0.15A 0.13A Rev. Date: 03/31/2025 For informational purposes only. Content is subject to change. ©2025 Cree Lighting USA LLC. All rights reserved. For informational purposes only. Content is subject to change.Patent www.creelighting.com/patents. The savr logo is a registered trademark of e-conolight, LLC. Due to continuous productimprovement, information in this document is subject to change. The cULus logo is a registered trademark of UL LLC. e-conolight.com | Customer Service: 888-243-9445 | Fax: 262-504-5409 1501 96th Street, Sturtevant, WI 53177 E-WCSB SERIES LOCATION OF SWITCHES LIGHT DIRECTIONS TO CHOOSE FROM SPECIFICATION FEATURES DESCRIPTION The Sure-Lites Wet location Emergency Light (SELW) is designed to reduce total egress system cost and maintenance in a wet location environment as well as improve system reliability. Key features include long life LED’s, proprietary rotatable accuLED optics and a nickel cadmium battery. The SELW is UL924 wet location code compliant listed with a standard 0 °C to 40 °C temperature rating. The SELW’s easy hang feature reduces installation time and cost. ORDERING INFORMATION SAMPLE NUMBER: SELW25BZ Series Spacing Battery Color Self Diagnostics Catalog SELW=Wet location 25=25 ft._=NC _=Silver BZ=Bronze BK=Black WH=White Not Available SELW25 SELW25BZ SELW25BK SELW25WH Electrical - Dual Voltage Input 120/277 VAC, 60Hz - Brownout circuit - Low voltage disconnect - Overload / Short Circuit protection - 4.8V Battery back-up - 1.4W AccuLED optics Environmental - Outdoor rated - SELW: 0 °C to 40 °C (32 °F to 104 °F) Housing Construction - Components injection molded, color stable, high impact thermoplastic - White, black, silver, or bronze textured finish - Snap-fit construction to facilitate fast installation - Suitable for wall mount applications - Universal J-box mounting pattern - Keyhole mounting slots - Aesthetically designed with a thin profile - Sealed and gasketed for Wet Location use Battery - Sealed Nickel Cadmium - Full Recharge Time, 24 hours (max.) Warranty - Five-year warranty Code Compliance - UL924 Wet Location Listed - Life Safety NFPA 101 - NEC/OSHA - Most State & Local Codes - California Energy Code TD505012EN October 5, 2022 9:31 AM 7-7/8”[200 mm] 7-15/16” [202 mm] 2-3/16”[56 mm] Emergency Light SELW LED Emergency Light Wet Location AccuLED Optic Sure-Lites White Black Bronze Silver Catalog # Project Comments Prepared by Type Date ELECTRICAL DATA 120V 277V Model Power (W)Current (A)PF Power (W)Current (A)PF SELW25 0.6 0.08 0.064 0.8 0.08 0.03 PHOTOMETRY X Y Z 0 0.33 7.5 0.33 0.33 7.5 24.33 0.324 7.5 48.33 0.317 7.5 72.33 0.311 7.5 96.33 0.305 7.5 24 0.323 7.5 48 0.316 7.5 72 0.309 7.5 96 0.302 7.5 ***The “Rule of Thumb” spacing guidelines are designed to achieve 1 foot-candle average and 0.1 foot-candle minimum with a 40:1 maximum/minimum ratio. The corridor used is 100 feet long, 9 foot ceiling with a 6 foot wide walkway and 3 foot path of egress. The reflectances are 80% ceiling, 50% walls and 20% floors. The fixture mounting height is 7.5 feet. Cooper Lighting Solutions assumes no responsibility for local requirements or specific project variables. This is a guideline to be used as a design aid, not as guarantee of any code compliance. Emergency Light SELW SELW25 ALL POINTSALL POINTS 1.0 1.0 1.1 1.3 1.61.0 0.80.7 0.80.8 1.3 1.7 1.2 1.0 1.0 0.9 1.0 1.0 1.1 1.4 1.6 1.0 0.8 0.7 0.8 0.8 1.3 1.7 1.2 1.0 1.0 0.9 1.0 1.0 1.1 1.4 1.6 1.0 0.8 0.7 0.8 0.8 1.3 1.7 1.2 1.2 1.2 1.4 1.7 2.0 1.4 0.90.8 0.8 1.1 1.8 2.0 1.5 1.3 1.2 1.1 1.2 1.2 1.4 1.7 2.0 1.4 0.9 0.8 0.8 1.1 1.7 2.0 1.5 1.3 1.2 1.1 1.2 1.2 1.4 1.7 2.0 1.4 0.9 0.8 0.8 1.1 1.7 2.0 1.5 0.5 0.5 0.5 0.70.8 0.80.5 0.40.5 0.6 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.7 0.8 0.8 0.5 0.4 0.5 0.6 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.7 0.8 0.8 0.5 0.4 0.5 0.6 0.8 0.7 0.6 1 Orient: 90 Tilt: 16 Roll: 10.12 Orient: 90 Tilt: 16 Roll: -10 .149 Orient: 90 Tilt: 16 Roll: -10 .150 Orient: 90 Tilt: 16 Roll: -10 .151 Orient: 90 Tilt: 16 Roll: -10 .152 Orient: 90 Tilt: 16 Roll: -10 .153 Orient: 90 Tilt: 16 Roll: 10.154 Orient: 90 Tilt: 16 Roll: 10.155 Orient: 90 Tilt: 16 Roll: 10.156 Orient: 90 Tilt: 16 Roll: 10.124ft25 ft25ft Cooper Lighting Solutions 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.cooperlighting.com Specifications and dimensions subject to change without notice. TECHNICAL DATA AccuLED Optics The AccuLED precision engineered optics display sharp cutoffs and oval light pattern, which provide a clear path of egress per UL924 standards. The efficient optical design increases spacing distance between units, while providing evenly diffused light pattern throughout the egress path for both 1 foot candle average and 0.1 ft candle minimum. The lens swivel feature within the AccuLED optic provides the opportunity of forward-throw of egress lighting. Mechanical Housing All components are injection molded with a color stable, high impact thermoplastic resin. The surface is textured to improve aesthetic appearance. The housing construction is designed with snap-fit components and reinforcement ribs to provide maximum strength at minimum installation effort. The mounting hole pattern is universal to junction box requirements and is suitable for wall mount applications. EZ Hang – Mounting Feature The hands-free EZ Hang feature allows the installer to hang the emergency light face from the back plate in order to easily and efficiently make the power connections. Low Voltage Disconnect When the battery’s terminal voltage falls, the low-voltage circuitry disconnects the lighting load. The disconnect remains in effect until normal utility power is restored preventing deep battery discharge. Brownout Circuit The brownout circuit monitors the flow of AC current to the unit and activates the emergency light heads when a predetermined reduction of AC power occurs. Warranty The SELW series is backed by a five-year warranty on the fixtures and a seven-year pro-rata warranty on the NiCad batteries. TD505012EN October 5, 2022 9:31 AM EWLS L Series LED Wall Pack The Evolve® LED L Series Wall Pack (EWLS), The Evolve LED L-Series Wall Pack, EWLS, is a designed replacement for 50W to 250W HID, while offering significant energy savings in a long-life LED wall pack. Two-screw housing design enables a fast and simplified installation. The low-watt Egress package is designed to meet recommended illuminance requirements for egress applications such as side and rear exit doors in commercial buildings. Available with Emergency Battery Backup option. Construction Housing:Aluminum die cast enclosure. Integral heat sink for maximum heat transfer Lens:Impact resistant tempered glass Paint: Corrosion resistant polyester powder paint, minimum 2.0 mil thickness Color: Black, Dark Bronze, Gray & White (RAL & custom colors available) Optional = Coastal Finish Weight:8.5lbs (4 kg) Electrical Input Voltage:120-277V & 347V Input Frequency:50/60Hz Power Factor: > 90% at rated watts Total Harmonic Distortion: ≤ 20% at rated watts Lumens:1,700 to 7,000 Distribution:Asymmetric Forward Efficacy:117- 148 LPW CCT:2700, 3000K, 4000K, 5000K CRI:≥70 Optical System Warranty 5 Year (Standard) Surge Protection Controls Dimming:Standard - 0-10V Sensors:Photo Electric Sensors (PE) available Motion Sensor LUMEN CODES DISTRIBUTION LXX(10K) @ HOURS 25,000 HR 50,000 HR 60,000 HR 17, 25 & 40 AF L99 L99 L99 70 AF L94 L87 L85 Note: Projected Lxx based on LM80 (≥ 10,000 hour testing). Accepted Industry toler- ances apply to initial luminous flux and lumen maintenance measurements. Lumen Maintenance Projected Lxx per IES TM-21-11 at 25°C Luminaire Ambient Temperature Factor AMBIENT TEMP (°C)INITIAL FLUX FACTOR AMBIENT TEMP (°C)INITIAL FLUX FACTOR 10 1.02 30 0.99 20 1.01 40 0.98 25 1.00 50 0.97 Operating Temperature:-40°C to 50°C Vibration: 3G per ANSI C136.31-2010 LM-79:Testing in accordance with IESNA Standards Ratings Surge Protection 10kV/5kA (Standard) 3kV/1.5kA (EMBB) Provides reliable emergency operations when there is a loss to normal power, supported by Independent Secondary Battery. • Hold-Up Time: 90 minutes @ 1,400 lumens. • Meet egress light level and uniformity requirements • Not available in 347V • Operating Temperature (for EMBB models) 0° to 40°C • 3kV/1.5kA surge protection for EMBB models. Emergency Battery Backup *Per ANSI C136.2-2015 IP66 Optical Not all product variations listed on this page are DLC qualified. Visit www.designlights.org/search to confirm qualifications. UL15 98 PROJECT NAME DATE TYPE CATALOG NUMBER CUSTOMER NAME LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 1 of 5 (Rev 06/27/23) OLP3127-Evolve EWLS Wall Pack Spec Sheet_R04 Arize EWLS L Series LED Wall Pack PROJECT NAME DATE TYPE CATALOG NUMBER CUSTOMER NAME E W L S _ 02 _ _ _ _ AF _ _ 70 _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROD. ID GEN VOLTAGE OPTIC CODE DISTRIBUTION CRI (MIN)CCT DIMMING PE FUNCTION MOUNTING COLOR OPTIONS E = Evolve 02 0 = 120-277V 17 = 1,700 lm2 AF = Asymmetric Forward 7 = 70 27 = 2700K3 N = No External Dimming Leads 1 = None CB = Conduit Box Mount4 BLCK = Black EMBB = Emergency Battery Backup5,6 W = Wallpack 1 = 120V1 25 = 2,500 lm 30 = 3000K3 D = External Dimming Leads5 3 = Button PE7 FM = Flush Mount DKBZ = Dark Bronze H = Motion Sensor (Wattstopper)6, 8, 9 LS = L-Series 2 = 208V1 40 = 4,000 lm 40 = 4000K GRAY = Gray XXX = Special Options 3 = 240V1 70 = 7,000 lm 50 = 5000K W = Non-Graphical White Box 4 = 277V1 8 = 120-240V10 D = 347V1 OPTIC CODE DISTRIBUTION TYPICAL INITIAL LUMENS TYPICAL SYSTEM WATTAGE BUG RATINGS 2700K-5000K 2700K 3000K 4000K/ 5000K 120-277V 347V B-U-G 17 AF 1400 1600 1700 12 14 B1-U0-G0 25 2200 2400 2500 17 19 B1-U0-G1 40 3500 3800 4000 27 29 B1-U0-G1 70 6100 6700 7000 52 54 B2-U0-G1 EMBB -1300 1400 1400 --B1-U0-G0 1 Specify single voltage if Button PE option is selected 2 Optic code 17 - Not offered in 120-277V, use 120 240V 3 Select 2700K or 3000K CCT for IDA approved units 4 Must be selected when ordering with Button PE, Motion Sensor, 347V or Emergency Battery Backup 5 Not available with motion sensor 6 Not available in 347V 7 Button PE not available with EMBB. Button PE not available with H Motion Sensor. Motion sensor includes dusk-to-dawn control as well as motion control. 8 WS FSIR-100 (Sku# 197634) needed for programming sensor. 9 Must select Controls "N" with Motion Sensor "H" For additional information on EWLS IES files, please refer to LED.com Ordering Information LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 2 of 5 (Rev 06/27/23) OLP3127-Evolve EWLS Wall Pack Spec Sheet_R04 Arize EWLS L Series LED Wall Pack PROJECT NAME DATE TYPE CATALOG NUMBER CUSTOMER NAME 70AF ASYMMETRIC FORWARD 7000 LUMEN EWLS02_70AF750___-120-277V.ies EMBB Mode ASYMMETRIC FORWARD 1400 LUMEN EWLS02_EMBB___.ies 0.512 0.512 • Mounting Height at 10’ • Initial Footcandle at Grade • Light Level: 0.5fc, 1fc, 2fc — Vertical plane through horizontal angle of Max. Cd at 0° — Horizontal cone through vertical angle of Max. Cd at 27° • Mounting Height at 10’ • Initial Footcandle at Grade • Light Level: 0.5fc, 1fc, 2fc — Vertical plane through horizontal angle of Max. Cd at 295° — Horizontal cone through vertical angle of Max. Cd at 55° LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 3 of 5 (Rev 06/27/23) OLP3127-Evolve EWLS Wall Pack Spec Sheet_R04 Arize EWLS L Series LED Wall Pack PROJECT NAME DATE TYPE CATALOG NUMBER CUSTOMER NAME H Motion Sensing Option Intended for 8-25ft mounting heights Provides coverage area radius for walking motion of 25-30 ft Provides 180° degree coverage (180° degree blocked by wall) Integrated Photoelectric control Default Settings: Output: Occupied - 100%/Unoccupied - 50% 10% dimming after 5 minutes with no occupancy Adds < 1W to fixture power rating Field programmable using FSIR-100 hand held programmer SKU # 197634 (WS FSIR-100) GE Evolve™ LED L-Series Wall Pack EWLS Product Dimensions: Flush Mount Conduit Box Mount 5 7.366 4.800 1.000 1.020 6.320 8.266 4.300 3.853 Gasket Gasket 1/2 “ Conduit Knock Out 3 Places Button PE Option 1.3751.750 Gasket Motion Sensor Option Button PE Option 4.300 4.800 1.750 1.6900.970 45° 1.750 1.3728.267 1.750 0.190 0.970 1.688 45° 0.190 TYP Wall PlateHousing Housing Wall Gasket Wall Gasket Housing Gasket Housing Gasket Mounting Box Knockout Plug 7.366 4.800 1.000 1.020 6.320 8.266 4.300 3.853 Gasket Gasket 1/2 “ Conduit Knock Out 3 Places Button PE Option 1.3751.750 Gasket Motion Sensor Option Button PE Option 4.300 4.800 1.750 1.6900.970 45° 1.75 0 1.3728.267 1.750 0.190 0.970 1.688 45° 0.190 TYP Wall PlateHousing Housing Wall Gasket Wall Gasket Housing Gasket Housing Gasket Mounting Box Knockout Plug 7.366 4.800 1.000 1.020 6.320 8.266 4.300 3.853 Gasket Gasket 1/2 “ Conduit Knock Out 3 Places Button PE Option 1.3751.750 Gasket Motion Sensor Option Button PE Option 4.300 4.800 1.750 1.6900.970 45° 1.75 0 1.3728.267 1.750 0.190 0.970 1.688 45° 0.190 TYP Wall PlateHousing Housing Wall Gasket Wall Gasket Housing Gasket Housing Gasket Mounting Box Knockout Plug 7.366 4.800 1.000 1.020 6.320 8.266 4.300 3.853 Gasket Gasket 1/2 “ Conduit Knock Out 3 Places Button PE Option 1.3751.750 Gasket Motion Sensor Option Button PE Option 4.300 4.800 1.750 1.6900.970 45° 1.750 1.3728.267 1.750 0.190 0.970 1.688 45° 0.190 TYP Wall PlateHousing Housing Wall Gasket Wall Gasket Housing Gasket Housing Gasket Mounting Box Knockout Plug Flush Mount Conduit Box Mount Sensing Pattern: LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 4 of 5 (Rev 06/27/23) OLP3127-Evolve EWLS Wall Pack Spec Sheet_R04 Arize EWLS L Series LED Wall Pack PROJECT NAME DATE TYPE CATALOG NUMBER CUSTOMER NAME • Mounts to standard 3-1/2” to 4” round and octagonal, 4” square, single gang and masonry junction boxes. • Flush Mount: Mounts directly to customer supplied junction box • Conduit Box Mount: Mounts to walls via separate mounting box with conduit knockouts. Mounting Accessories SAP NUMBER SKU DESCRIPTION DESCRIPTION FINISH 93098508 EWLSAE1BLCK 10" x 12" Beauty Plate BLACK 93098507 EWLSAE1DKBZ 10" x 12" Beauty Plate DARK BRONZE 93098509 EWLSAE2BLCK 12" x 16" Beauty Plate BLACK 93078134 EWLSAE2DKBZ 12" x 16" Beauty Plate DARK BRONZE 93098506 EWLSAE2GRAY 12" x 16" Beauty Plate GRAY 93082336 EWLSAE2WHTE 12" x 16" Beauty Plate WHITE 93117503 EWLSAE3BLCK 12" x 20" Beauty Plate BLACK 93082337 EWLSAE3WHTE 12" x 20" Beauty Plate WHITE 93060351 EWLSAD Diffuser Cover the unsightly debris marks on your building facade with color matched wall pack beauty plates. Mounting hole patterns and dimensions are compatible with typical building surface fastening methods. Accessories: Escutcheon Plates Small Beauty Plates 10 x 12 Medium Beauty Plates 12 x 16 Large Beauty Plates 12 x 20 LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 5 of 5 (Rev 06/27/23) OLP3127-Evolve EWLS Wall Pack Spec Sheet_R04 Lumination® LRXB SeriesNew Construction, Remodel & Retrofit Downlight LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 1 of 11 (Rev 12/31/24) IND667- Lumination-LRXB-Series-LED Downlight-Specsheet_R03 CONSTRUCTION Housing: Minimum 16 gauge spun aluminum reflector housing Lens:Custom engineered reflectors for wide distributions. Paint:Powder coat painted Weights:Up to 4.6 pounds Optical Assembly: Custom engineered reflectors for wide distribution; Semi-diffuse diffuse for ideal combination of optical efficiency and uniformity Project Name Date Type Catalog Number CUSTOMER NAME The Lumination® LRXB Series is a specifiable downlight for retrofit and new construction applications. The LRXB series is available in round and square form factors with five aperture options ranging from 4in to 12in. The LRXB series features field-selectable lumen and CCT options, combined emergency/non-emergency functionality, adapter rings, and a variety of reflector and trim finishes, making it a versatile solution for commercial spaces. OPTICAL SYSTEM Lumens: 650 – 6000lm, selectable per ordering logic below Distribution:Very Wide (90°), [Wall Wash- coming soon] Efficacy:Up to 105 LPW CCT:Selectable Warm White in 2700K/3000K/3500KSelectable Cool White in 3500K/4000K/5000KBold indicates switch default CRI:90 CRI/50 R9 CONTROLS Dimming:Standard 0 –10V, Dimming 10%, Controls:Daintree® Compatible w/ Controls Kit (see Ordering for additional info) AMBIENT TEMPERATURE TYPE TEMPERATURE RATE Operating Temperature −10° to +40° C LUMEN MAINTENANCE LXX(10K) @ Hours L90@60,000HR ELECTRICAL Input Voltage:120 –277V, 347V kit Input Frequency:50/60Hz Power Factor (PF)*:PF>0.9 Total Harmonic Distortion (THD)*:<20% * PF and THD may vary with options DESIGN LIFE & WARRANTY • UL Wet rated, IC rated up to 1800lm; Air-tight rated, JA-8 • Current’s Limited 5-year Warranty: Please see website. MOUNTING • New Construction: Direct mount, or with Frame kit installed on drywall or T-Grid • Retrofit: Spring clips clamp on to existing frame or direct mount to ceiling structure • Refer to Installation Guide for more information Lumination® LRXB SeriesNew Construction, Remodel & Retrofit Downlight LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 2 of 11 (Rev 12/31/24) IND667- Lumination-LRXB-Series-LED Downlight-Specsheet_R03 ORDERING INFORMATION • One-Piece unit is White Painted. Color options are available in the Accessories section • For New Construction applications an optional FRAME Kit and/or Hanger Bars is available in the Accessories section • Emergency Battery Back-Up kits are required to complete an Emergency Lighting (EL) System, available in Accessories. Each downlight is EL-capable Project Name Date Type Catalog Number CUSTOMER NAME LRX_ _ _ B__ _ X_ _ __ __ _ FAMILY GENERATION SHAPE/SIZE LUMENS⁴CRI CCT⁶DIMMING LRX = Lumination® LRX Series Downlight B¹, ² = Next Generation R4 = 4″ Round Downlight S4 = 4″ Square Downlight 1X³ = 650/1000 Series 9 = 90 WW = Selectable 2700K/3000K/3500K CW = Selectable 3500K/4000K/5000K VQ = 0 –10V, 10% dimming R6 = 6″ Round Downlight S6 = 6″ Square Downlight 1X³ = 1800/1000/650 Series R8 = 8″ Round Downlight S8 = 8″ Square Downlight 1X³ = 1800/1000/650 Series 3X⁴ = 3000 Series R10 = 10″ Round Downlight 6X⁵ = 6000/5000/4000 Series R12 = 12″ Round Downlight 6X⁵ = 6000/5000/4000 Series Notes: 1. Fixtures are Non-EL/EL compatible 2. For EL fixtures use EMBB Kit in Accessories 3. Default to 1000lm 4. Please refer to performance table on page 7 for detail lumen output. 5. Default to 6000 6. WW default is 3500K; CW default is 4000K Selectable Driver Package:Lumination® LRXB Series comes with both selectable lumen and CCT which allows customers to manually switch from full power to lower power and desired CCT level with just the switch of a button. This affords flexibility to stock fewer SKUs and reduces install risk by effectively having multiple lumen levels and CCT in one simple package. Catalog Logic Lumination® LRXB SeriesNew Construction, Remodel & Retrofit Downlight LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 3 of 11 (Rev 12/31/24) IND667- Lumination-LRXB-Series-LED Downlight-Specsheet_R03 HANGER BARS MATERIAL MATERIAL DESCRIPTION PRODUCT DESCRIPTION 93110306 BH3 - 2 bars required per fixture Hanger Bars, C-Channel - 25 1/4″ (Boxed Pair) Installation Position All Accessories are ordered separately REMODEL (GOOF) RINGS Notes: Please check the compatibility of the goof ring and the fixture by referring to the table below. Project Name Date Type Catalog Number CUSTOMER NAME A. FOR RETROFIT GOOF RING SKU GOOF RING DESCRIPTION GOOF RING SHAPE SUITABLE FIXTURE SUITABLE FRAME HOLE SIZE (IN.) INSIDE OF GOOF RING SIZE (IN.) OUTSIDE OF GOOF RING SIZE (IN.) MAX CEILING HOLE SIZE (IN.) 93114516 GRRX4R6PTWT ROUND LRX(B)R4XXXXXX 4.50 – 5.00 4.48 7.09 6.50 93114517 GRRX4S6PTWT SQUARE LRX(B)S4XXXXXX 4.50 – 5.00 4.48 7.09 6.50 93114518 GRRX6R8PTWT ROUND LRX(B)R6XXXXXX 6.00 – 6.70 6.18 9.00 8.40 93114519 GRRX6S8PTWT SQUARE LRX(B)S6XXXXXX 6.00 – 6.70 6.22 8.98 8.40 93114520 GRRX8R10PTWT ROUND LRX(B)R8XXXXXX 8.00 – 9.00 7.87 10.50 9.70 93114521 GRRX8S10PTWT SQUARE LRX(B)S8XXXXXX 8.00 – 9.00 8.23 10.98 10.10 93114522 GRRX8R12PTWT ROUND LRX(B)R8XXXXXX 8.00 – 9.00 7.87 12.99 12.20 93114523 GRRX8S12PTWT SQUARE LRX(B)S8XXXXXX 8.00 – 9.00 8.23 12.99 12.20 B. FOR NEW CONSTRUCTION GOOF RING SKU GOOF RING DESCRIPTION GOOF RING SHAPE SUITABLE FIXTURE SUITABLE FRAME INSIDE OF GOOF RING SIZE (IN.) OUTSIDE OF GOOF RING SIZE (IN.) MAX CEILING HOLE SIZE (IN.) 93114516 GRRX4R6PTWT ROUND LRX(B)R4XXXXXX FRAME4RXXXX 4.48 7.09 6.50 93114517 GRRX4S6PTWT SQUARE LRX(B)S4XXXXXX FRAME4SXXXX 4.48 7.09 6.50 93114518 GRRX6R8PTWT ROUND LRX(B)R6XXXXXX FRAME6RXXXX 6.18 9.00 8.40 93114519 GRRX6S8PTWT SQUARE LRX(B)S6XXXXXX FRAME6SXXXX 6.22 8.98 8.40 93114520 GRRX8R10PTWT ROUND LRX(B)R8XXXXXX FRAME8RXXXX 7.87 10.50 9.70 93114521 GRRX8S10PTWT SQUARE LRX(B)S8XXXXXX FRAME8SXXXX 8.23 10.98 10.10 93114522 GRRX8R12PTWT ROUND LRX(B)R8XXXXXX FRAME8RXXXX 7.87 12.99 12.20 93114523 GRRX8S12PTWT SQUARE LRX(B)S8XXXXXX FRAME8SXXXX 8.23 12.99 12.20 Accessories Lumination® LRXB SeriesNew Construction, Remodel & Retrofit Downlight LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 4 of 11 (Rev 12/31/24) IND667- Lumination-LRXB-Series-LED Downlight-Specsheet_R03 Project Name Date Type Catalog Number CUSTOMER NAME FRAME KITS, EMBB, CONTROLS PRODUCT DESCRIPTION MATERIAL DESCRIPTION MATERIAL NOTES EMBB KITS Retrofit Emergency Battery Back-up Kit 10W (LRXB)LRXEMBBKIT10B 93154382 New Construction Emergency Battery Back-up Frame Kit 10W (4″ Round LRXB)FRAME4REL10B 93158421 New Construction Emergency Battery Back-up Frame Kit 10W (4″ Square LRXB) FRAME4SEL10B 93158422 New Construction Emergency Battery Back-up Frame Kit 10W (6″ Round LRXB)FRAME6REL10B 93158423 New Construction Emergency Battery Back-up Frame Kit 10W (6″ Square LRXB)FRAME6SEL10B 93158424 New Construction Emergency Battery Back-up Frame Kit 10W (8″ Round LRXB)FRAME8REL10B 93158425 New Construction Emergency Battery Back-up Frame Kit 10W (8″ Square LRXB)FRAME8SEL10B 93158426 New Construction Emergency Battery Back-up Frame Kit 10W (10″ Round LRXB)FRAME10REL10B 93158427 New Construction Emergency Battery Back-up Frame Kit 10W (12″ Round LRXB)FRAME12REL10B 93158428 FRAME KITS New Construction Round Frame Kit 4″ Round FRAME4R 93090208 Includes Frame with JBox, adjustable butterfly brackets & Remote test switch; Hanger Bars ordered separately. New Construction Round Frame Kit 4″ Square FRAME4S 93090209 New Construction Round Frame Kit 6″ Round FRAME6R 93025091 New Construction Round Frame Kit 6″ Square FRAME6S 93045426 New Construction Round Frame Kit 8″ Round FRAME8R 93025092 New Construction Round Frame Kit 8″ Square FRAME8S 93045427 New Construction Round Frame Kit 10″ Round FRAME10R 93124880 New Construction Round Frame Kit 12″ Round FRAME12R 93124881 CONTROLS KITS Daintree® Controls Accessory Kit LCAMBA0TQFM 93057194 Module G included; Refer to LCA literature and installation guide; Sensor not included Sensor Accessory Kit - Daintree® Networked LCAMBA0SQFM, + LSAATZFM6 93095787, + 93098473 WIZ100 sensor included; Refer to LCA + LSA literature and installation guide Sensor Accessory Kit- Daintree® EZ Connect & Daintree® One LCAMBA0SQFM, + LSAATT/T1FM6 93095787, + 93098472 WIT100 sensor included; Refer to LCA + LSA literature and installation guide OTHER ACCESSORIES 347V Kit LRXB347V277 93154384 347v Transformer Quick Connect Kit Hanger Bar, C-Channel, 25-1/4″ (Boxed Pair)BH3 93110306 Recommended For New Construction Applications Accessories Lumination® LRXB SeriesNew Construction, Remodel & Retrofit Downlight LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 5 of 11 (Rev 12/31/24) IND667- Lumination-LRXB-Series-LED Downlight-Specsheet_R03 LUMINATION® LRXB SERIES COLORED ROUND TRIM OPTIONS Project Name Date Type Catalog Number CUSTOMER NAME Trims snap-on to existing fixture flange (Field Installable) ROUND SQUARE SILVER BLACK SPECULAR WITH WHITE TRIM SEMI-DIFFUSE WITH WHITE TRIM SEMI-DIFFUSE WITH MATCHING TRIM SILVER BLACK SPECULAR WITH WHITE TRIM SEMI-DIFFUSE WITH WHITE TRIM 4″93151744 LRXTRIMR4SV 93151745LRXTRIMR4BL 93151746LRXTRIMR4SP 93151747LRXTRIMR4SD 93151748LRXTRIMS4SV 93151749LRXTRIMS4BL 93151750LRXTRIMS4SP 93151751LRXTRIMS4SD 6″93059502LRXTRIMR6SV 93059501LRXTRIMR6BL 93151752LRXTRIMR6SP 93151753LRXTRIMR6SD 93152569LRXTRIMR6SA 93151754LRXTRIMS6SV 93151755LRXTRIMS6BL 93151756LRXTRIMS6SP 93151757LRXTRIMS6SD 8″93059504LRXTRIMR8SV 93059503LRXTRIMR8BL Accessories Lumination® LRXB SeriesNew Construction, Remodel & Retrofit Downlight LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 6 of 11 (Rev 12/31/24) IND667- Lumination-LRXB-Series-LED Downlight-Specsheet_R03 Project Name Date Type Catalog Number CUSTOMER NAME LUMINATION® LRXB SERIES SHAPE FIXTURE A B C D SUGGESTED CEILING CUTOUT OR FRAMEKIT HOLE LRXB 0 –10VROUND 4″5.60″3.76″4.24″18″4.5″ ~ 5.0″ 6″7.75″4.50″5.90″18″6.0″ ~ 6.7″ 8″9.75″5.10″7.83″18″7.8” ~8.8” 10″12.00″5.80″10.13″18″10.2″ ~ 11.2″ 12″14.00″6.23″12.05″18″12.2″ ~ 13.2″ SQUARE 4″5.75″3.76″4.00″18″4.5″ ~ 5.0″ 6″7.75″4.50″5.90″18″6.0” ~ 6.8” 8″9.75″5.10″7.86″18″8.0″ ~ 9.0″ Dimensions Lumination® LRXB SeriesNew Construction, Remodel & Retrofit Downlight LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 7 of 11 (Rev 12/31/24) IND667- Lumination-LRXB-Series-LED Downlight-Specsheet_R03 Project Name Date Type Catalog Number CUSTOMER NAME PERFORMANCE TABLE NOMINAL LUMENS DESCRIPTION CATALOG NUMBERS WATTAGE 2700K 3000K 3500K 4000K 5000K 0 –10V (VQ) OPTIONLRXB 4″ (1000/650 Series) Round or Square LRXBR41X9WWVQ LRXBR41X9CWVQ LRXBS41X9WWVQ LRXBS41X9CWVQ 8.5W 650 700 700 750 700 14W 950 1050 1050 1150 1050 LRXB 6″ (1800/1000/650 Series) Round or Square LRXBR61X9WWVQ LRXBR61X9CWVQ LRXBS61X9WWVQ LRXBS61X9CWVQ 8.5W 750 800 800 900 850 13W 1100 1200 1200 1250 1200 22W 1550 1750 1700 1900 1750 LRXB 8″ (1800/1000/650 Series) Round or Square LRXBR81X9WWVQ LRXBR81X9CWVQ LRXBS81X9WWVQ LRXBS81X9CWVQ 8.5W 800 850 850 900 850 13W 1150 1250 1250 1300 1250 22W 1650 1850 1800 2000 1850 LRXB 8″ (3000 Series) Round or Square LRXBR83X9WWVQ LRXBR83X9CWVQ LRXBS83X9WWVQ LRXBS83X9CWVQ 37W 2700 3050 2950 3300 3050 LRXB 10″ (6000/5000/4000 Series) Round LRXBR106X9WWVQ LRXBR106X9CWVQ 42W 3450 3800 3750 4150 4050 51W 4150 4600 4500 5000 4850 62W 4800 5450 5250 6000 5700 LRXB 12″ (6000/5000/4000 Series) Round LRXBR126X9WWVQ LRXBR126X9CWVQ 42W 3600 3950 3900 4250 4150 51W 4250 4750 4650 5150 5000 62W 5000 5700 5450 6150 5900 Nominal Lumens Lumination® LRXB SeriesNew Construction, Remodel & Retrofit Downlight LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 8 of 11 (Rev 12/31/24) IND667- Lumination-LRXB-Series-LED Downlight-Specsheet_R03 Project Name Date Type Catalog Number CUSTOMER NAME PHOTOMETRIC DATA 118 235 353 470 1 ZONE LUMENS 0 – 10 44.28 10 – 20 124.77 20 – 30 181.79 30 – 40 199.33 40 – 50 176.27 50 – 60 123.78 60 – 70 62.90 70 – 80 27.11 80 – 90 7.69 ZONE LUMENS % OF FIXTURE 0 – 20 169.06 17.80 0 – 30 350.85 36.90 0 – 40 550.18 57.90 0 – 60 850.24 89.50 0 – 80 940.25 99.00 0 – 90 947.94 99.80 10 – 90 903.66 95.10 20 – 40 381.12 40.10 20 – 50 557.40 58.70 40 – 70 362.96 38.20 60 – 80 90.01 9.50 70 – 80 27.11 2.90 80 – 90 7.69 0.80 0 – 180 950.00 100.00 4″ Round LRXB1000/650 SeriesLRXBR41X9WWVQ Maximum Candela = 470 Located At Horizontal Angle = 0, Vertical Angle = 0 # 1 Vertical Plane Through Horizontal Angles (0 –180) (Through Max. Cd.) 183 367 550 733 1 ZONE LUMENS 0 – 10 69.23 10 – 20 196.62 20 – 30 291.87 30 – 40 333.99 40 – 50 303.65 50 – 60 212.62 60 – 70 96.96 70 – 80 32.65 80 – 90 9.00 ZONE LUMENS % OF FIXTURE 0 – 20 265.85 17.20 0 – 30 557.72 36.00 0 – 40 891.71 57.50 0 – 60 1407.98 90.80 0 – 80 1537.59 99.20 0 – 90 1546.59 99.80 10 – 90 1477.37 95.30 20 – 40 625.87 40.40 20 – 50 929.51 60.00 40 – 70 613.23 39.60 60 – 80 129.61 8.40 70 – 80 32.65 2.10 80 – 90 9.00 0.60 0 – 180 1549.99 100.00 6″ Round LRXB1800/1000/650 Series LRXBR61X9WWVQ Maximum Candela = 733.3 Located At Horizontal Angle = 0, Vertical Angle = .5 # 1 Vertical Plane Through Horizontal Angles (0 – 180) (Through Max. Cd.) 107 215 322 430 1 ZONE LUMENS 0 – 10 74.68 10 – 20 211.50 20 – 30 312.99 30 – 40 362.46 40 – 50 331.85 50 – 60 218.29 60 – 70 87.53 70 – 80 36.32 80 – 90 10.74 8″ Round LRXB1800/1000/650 Series LRXBR81X9WWVQ Maximum Candela = 791.5 Located At Horizontal Angle = 0, Vertical Angle = .5 # 1 Vertical Plane Through Horizontal Angles (0 – 180) (Through Max. Cd.) ZONE LUMENS % OF FIXTURE 0 – 20 286.18 17.30 0 – 30 599.17 36.30 0 – 40 961.63 58.30 0 – 60 1511.77 91.60 0 – 80 1635.62 99.10 0 – 90 1646.36 99.80 10 – 90 1571.69 95.30 20 – 40 675.45 40.90 20 – 50 1007.3 61.00 40 – 70 637.67 38.60 60 – 80 123.85 7.50 70 – 80 36.32 2.20 80 – 90 10.74 0.70 0 – 180 1649.99 100.00 Photometrics Lumination® LRXB SeriesNew Construction, Remodel & Retrofit Downlight LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 9 of 11 (Rev 12/31/24) IND667- Lumination-LRXB-Series-LED Downlight-Specsheet_R03 Project Name Date Type Catalog Number CUSTOMER NAME PHOTOMETRIC DATA 589 1178 1767 2356 1 ZONE LUMENS 0 – 10 222.58 10 – 20 633.38 20 – 30 940.89 30 – 40 1086.8 40 – 50 1038.97 50 – 60 704.17 60 – 70 261.72 70 – 80 80.13 80 – 90 24.66 12″ Round LRXB6000/5000/4000 Series LRXBR126X9WWVQ Maximum Candela = 2355.9 Located At Horizontal Angle = 0, Vertical Angle = 0 # Vertical Plane Through Horizontal Angles (0 – 180) (Through Max. Cd.) ZONE LUMENS % OF FIXTURE 0 – 20 855.96 17.10 0 – 30 1796.85 35.90 0 – 40 2883.65 57.70 0 – 60 4626.80 92.50 0 – 80 4968.65 99.40 0 – 90 4993.30 99.90 10 – 90 4770.72 95.40 20 – 40 2027.69 40.60 20 – 50 3066.66 61.30 40 – 70 2004.86 40.10 60 – 80 341.84 6.80 70 – 80 80.13 1.60 80 – 90 24.66 0.50 0 – 180 5000.00 100.00 608 1215 1823 2431 1 ZONE LUMENS 0 – 10 229.30 10 – 20 647.87 20 – 30 950.00 30 – 40 1078.54 40 – 50 952.52 50 – 60 582.74 60 – 70 227.76 70 – 80 95.61 80 – 90 29.00 10″ Round LRXB6000/5000/4000 SeriesLRXBR106X9WWVQ Maximum Candela = 2430.9 Located At Horizontal Angle = 0, Vertical Angle = 0 # Vertical Plane Through Horizontal Angles (0 – 180) (Through Max. Cd.) ZONE LUMENS % OF FIXTURE 0 – 20 877.18 18.30 0 – 30 1827.18 18.30 0 – 40 2905.72 60.50 0 – 60 4440.98 92.50 0 – 80 4764.35 99.30 0 – 90 4793.35 99.90 10 – 90 4564.05 95.10 20 – 40 2028.55 42.30 20 – 50 2981.06 62.10 40 – 70 1763.02 36.70 60 – 80 323.37 6.70 70 – 80 95.61 2.00 80 – 90 29.00 0.60 0 – 180 4800.01 100.00 Photometrics Lumination® LRXB SeriesNew Construction, Remodel & Retrofit Downlight LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 10 of 11 (Rev 12/31/24) IND667- Lumination-LRXB-Series-LED Downlight-Specsheet_R03 Project Name Date Type Catalog Number CUSTOMER NAME PHOTOMETRIC DATA 183 367 550 733 1 ZONE LUMENS 0 – 10 69.23 10 – 20 196.62 20 – 30 291.87 30 – 40 333.99 40 – 50 303.65 50 – 60 212.62 60 – 70 96.96 70 – 80 32.65 80 – 90 9.00 6″ Square LRXB1800/1000/650 Series LRXBS61X9WWVQ Maximum Candela = 733.3 Located At Horizontal Angle = 0, Vertical Angle = .5 # 1 Vertical Plane Through Horizontal Angles (0 – 180) (Through Max. Cd.) ZONE LUMENS % OF FIXTURE 0 – 20 265.85 17.80 0 – 30 557.72 36.90 0 – 40 891.71 57.90 0 – 60 1407.98 90.80 0 – 80 1537.59 99.20 0 – 90 1546.59 99.80 10 – 90 1477.37 95.30 20 – 40 625.87 40.40 20 – 50 929.51 60.00 40 – 70 613.23 39.60 60 – 80 129.61 8.40 70 – 80 32.65 2.10 80 – 90 9.00 0.60 0 – 180 1549.99 100.00 183 367 550 733 1 ZONE LUMENS 0 – 10 70.91 10 – 20 202.10 20 – 30 302.71 30 – 40 355.58 40 – 50 337.27 50 – 60 239.13 60 – 70 102.66 70 – 80 29.67 80 – 90 8.10 ZONE LUMENS % OF FIXTURE 0 – 20 273.01 16.50 0 – 30 575.72 34.90 0 – 40 931.31 56.40 0 – 60 1507.71 91.40 0 – 80 1640.04 99.40 0 – 90 1648.14 99.90 10 – 90 1577.24 95.60 20 – 40 658.30 39.90 20 – 50 995.57 60.30 40 – 70 679.06 41.20 60 – 80 132.33 8.00 70 – 80 29.67 1.80 80 – 90 8.10 0.50 0 – 180 1649.97 100.00 8″ Square LRXB1800/1000/650 Series LRXBS81X9WWVQ Maximum Candela = 750.4 Located At Horizontal Angle = 0, Vertical Angle = 0 # 1 - Vertical Plane Through Horizontal Angles (0 – 180) (Through Max. Cd.) 107 215 322 430 1 ZONE LUMENS 0 – 10 40.50 10 – 20 114.61 20 – 30 169.11 30 – 40 192.50 40 – 50 179.93 50 – 60 138.72 60 – 70 80.70 70 – 80 26.61 80 – 90 5.21 ZONE LUMENS % OF FIXTURE 0 – 20 155.11 17.80 0 – 30 324.23 36.90 0 – 40 516.73 57.90 0 – 60 835.38 89.50 0 – 80 942.69 99.00 0 – 90 947.90 99.80 10 – 90 907.40 95.10 20 – 40 361.61 40.10 20 – 50 541.54 58.70 40 – 70 399.35 38.20 60 – 80 107.31 9.50 70 – 80 26.61 2.90 80 – 90 5.21 0.80 0 – 180 950.00 100.00 4″ Square LRXB1000/650 Series LRXBS41X9WWVQ Maximum Candela = 429.5 Located At Horizontal Angle = 60, Vertical Angle = .5 # 1 Vertical Plane Through Horizontal Angles (60 – 240) (Through Max. Cd.) Photometrics Project Name Date Type Catalog Number CUSTOMER NAMELumination® LRXB SeriesNew Construction, Remodel & Retrofit Downlight LED.com © 2023 Current Lighting Solutions, LLC. All rights reserved. Information and specifications subject to change without notice. All values are design or typical values when measured under laboratory conditions. Page 11 of 11 (Rev 12/31/24) IND667- Lumination-LRXB-Series-LED Downlight-Specsheet_R03 Project Name Date Type Catalog Number AGENT/DISTRIBUTOR NAME-LOGO DAINTREE CONTROLS Daintree® Wireless Controls:There is no one size fits all for wireless controls. Some networks want simple solutions that reduce energy consumption and meetcode compliance while others are more ambitious, looking to capitalize on the LED and controls savings to fund a scalable,enterprise-grade, internet of things solution. The advantage of the Daintree® Wireless platform is it’s ability to integrate into indoor,outdoor and high bay environments. The Daintree® Wireless Controls provide the infrastructure to future proof your buildings,easily upgrade to Networked solutions and provide the ability to integrate into IoT solutions that are right for your business. • Daintree® One: Standalone Wireless Controls • Daintree® EZ Connect: Room-Based Wireless Lighting Controls • Daintree® Networked: Networked Lighting Controls for Smart Building & IoT Enablement. Daintree® Wireless Controls are already integrated in your favorite Current LED fixtures. Integrating the controls into the fixture cuts labor costs considerably since the sensors are already embedded in the lighting fixtures. There’s no need to get above the ceiling plenum and install additional devices. Visit our website LED.com for a complete list of LED Fixtures. The LRXB Series Commercial Luminaire will offer Daintree®Networked integral controls and sensor via kits.Integral sensors and IoT devices are not offered at this time. For Additional Information or Product Technical Questions: Email: lightingprodinfo@currentlighting.com Options LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at () - Page 1/10 Rev. 10/23/24 SPEC.1046.B.1122 Catalog # :Project : Date :Prepared By : Mirada Small Area (MRS) Outdoor LED Area Light FEATURES & SPECIFICATIONS Construction • Rugged die-cast aluminum housing contains factory prewired driver and optical unit. Cast aluminum wiring access door located underneath. • Fixtures are finished with LSI’s DuraGrip® polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling. Other standard LSI finishes available. Consult factory. • Shipping weight: 27 lbs in carton. Optical System • State-of-the-Art one piece silicone optic sheet delivers industry leading optical control with an integrated gasket to provide IP66 rated seal. • Proprietary silicone refractor optics provide exceptional coverage and uniformity in distribution types 2, 3, 4, 5W, FT, and LC/RC. • Silicone optical material does not yellow or crack with age and provides a typical light transmittance of 93-95%. • Zero uplight. • Available in 5000K, 4000K, and 3000K color temperatures per ANSI C78.377 • Minimum CRI of 70. • Integral louver (IL) and integral half louver (IH) options available for enhanced backlight control. Electrical • High-performance driver features over- voltage, under-voltage, short-circuit and over temperature protection. • 0-10V dimming (10% - 100%) standard. • Standard Universal Voltage (120-277 VAC) Input 50/60 Hz or optional High Voltage (347-480 VAC). • L70 Calculated Life: >60k Hours • Total harmonic distortion: <20% • Operating temperature: -40°C to +50°C (-40°F to +122°F). 30L lumen packages rated to +40°C. • Power factor: >.90 • Input power stays constant over life. • Field replaceable 10kV surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). • High-efficacy LEDs mounted to metal-core circuit board to maximize heat dissipation • Driver is fully encased in potting material for moisture resistance and complies with FCC standards. Driver and key electronic components can easily be accessed. Controls • Optional integral passive infrared Bluetooth™ motion and photocell sensor. Fixtures operate independently and can be commissioned via iOS or Android configuration app. • LSI’s AirLink™ wireless control system options reduce energy and maintenance costs while optimizing light quality 24/7. Installation • Designed to mount to square or round poles. • A single fastener secures the hinged door, underneath the housing and provides quick & easy access to the electrical compartment. • Included terminal block accepts up to 12 ga. wire. • Utilizes LSI’s traditional B3 drill pattern. Warranty • LSI luminaires carry a 5-year limited warranty. Refer to https://www.lsicorp.com/ resources/terms-conditions-warranty/ for more information. Listings • Listed to UL 1598 and UL 8750. • Meets Buy American Act requirements. • Dark Sky compliant; with 3000K color temperature selection. • Title 24 Compliant; see local ordinance for qualification information. • RoHS compliant • Suitable for wet locations. • IP66 rated Luminaire per IEC 60598-1. • 3G rated for ANSI C136.31 high vibration applications are qualified. • IK08 rated luminiare per IEC 66262 me- chanical impact code • DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights. org/QPL to confirm which versions are qualified. QUICK LINKS Ordering Guide Performance Photometrics Dimensions OVERVIEW Lumen Package 6,000 - 30,000 Wattage Range 39 - 209 Efficacy Range (LPW)112 - 163 Weight lbs(kg)20 (9.1) Control Options IMSBT, ALB, ALS, 7-Pin, PCI LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at () - Page 2/10 Rev. 10/23/24 SPEC.1046.B.1122 Type:Mirada Small Area Light (MRS) LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at () - ORDERING GUIDE Back to Quick Links TYPICAL ORDER EXAMPLE: MRS LED 18L SIL FT UNV DIM 40 70CRI ALBCS1 BLK IH Prefix Light Source Lumen Package Lens Distribution Orientation2 Voltage Driver MRS - Mirada Small Area Light LED 6L - 6,000 lms, 39W 9L - 9,000 lms, 63W 12L - 12,000 lms, 86W 15L - 15,000 lms, 111W 18L - 18,000 lms, 135W 21L - 21,000 lms, 165W 24L - 24,000 lms, 196W 30L - 30,000 lms, 209W8 Custom Lumen Packages1 SIL - Silicone 2 - Type 2 3 - Type 3 4 - Type 4 5W - Type 5 Wide FT - Forward Throw LC - Left Corner RC - Right Corner (blank) - standard L- Optics rotated left 90° R - Optics rotated right 90° UNV - Universal Voltage (120-277V) HV - High Voltage (347-480V) DIM - 0-10V Dimming (0-10%) Color Temp Color Rendering Controls (Choose One)Finish Options 50 - 5,000 CCT 40 - 4,000 CCT 30 - 3,000 CCT 70CRI - 70 CRI (Blank) - None Wireless Controls System ALSC - AirLink Synapse Control SystemALSCS2 - AirLink Synapse Control System with 12-20’ MH Motion Sensor8 ALSCS4 - AirLink Synapse Control System with 20-40’ MH Motion Sensor8 ALBMR1LR - AirLink Blue Long Range Wireless Motion & Photo Sensor Controller (8-15’ MH)4,8 ALBMR2LR - AirLink Blue Long Range Wireless Motion & Photo Sensor Controller (16-40’ MH)4,8 Stand-Alone ControlsEXT - 0-10v Dimming leads extended to housing exteriorCR7P - 7 Pin Control Receptacle ANSI C136.41 3 IMSBT1L - Integral Bluetooth™ Motion and Photocell Sensor (8-24’ MH)4, 8 IMSBT2L - Integral Bluetooth™ Motion and Photocell Sensor (25-40’ MH)4, 8 BLK - Black BRZ - Dark Bronze GMG - Gun Metal Gray GPT - Graphite MSV - Metallic Silver PLP - Platinum Plus SVG - Satin Verde Green WHT - White (Blank) - None IH - Integral Half Louver (Moderate Spill Light Cutoff)2 IL - Integral Louver (Sharp Spill Light Cutoff)2 Need more information? Click here for our glossary Have additional questions? Call us at (800) 436-7800 Accessory Ordering Information5 CONTROLS ACCESSORIES Description Order Number Twist Lock Photocell (120V) for use with CR7P 122514 Twist Lock Photocell (208-277) for use with CR7P 122515 Twist Lock Photocell (347V) for use with CR7P 122516 Twist Lock Photocell (480V) for use with CR7P 1225180 AirLink 5 Pin Twist Lock Controller 661409 AirLink 7 Pin Twist Lock Controller 661410 Shorting Cap for use with CR7P 149328 FUSING OPTIONS7 Description Order Number Single Fusing (120V) See Fusing Accessory Guide Single Fusing (277V) Double Fusing (208V, 240V) Double Fusing (480V) Double Fusing (347V) 1. Custom lumen and wattage packages available, consult factory. Values are within industry standard tolerances but not DLC listed. 2. Not available on “Type 5W” distribution. 3. Control device or shorting cap must be ordered separately. See Accessory Ordering Information. 4. Motion sensors are field configurable via the LSI app that can be downloaded from your smartphone’s native app store. 5. Accessories are shipped separately and field installed. 6. “CLR” denotes finish. See Finish options. 7. Fusing must be located in hand hole of pole. See Fusing Accessory Guide for compatability. 8. ALSC, ALB, and IMSBT not available with 30L HV. EXTERNAL SHIELDING OPTIONS 3” External Shield See Shielding Guide6” External Shield LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at () - Page 3/10 Rev. 10/23/24 SPEC.1046.B.1122 Type:Mirada Small Area Light (MRS) Back to Quick LinksACCESSORIES OPTICS ROTATION ACCESSORIES/OPTIONS Integral Louver (IL) and House-Side Shield (IH) Integral louver (IL) and half louver (IH) accessory shields available for improved backlight control without sacrificing street side performance. LSI’s Integral Louver (IL) and Integral House-Side Shield (IH) options deliver backlight control that significantly reduces spill light behind the poles for applications with pole locations close to adjacent properties. The design maximizes forward reflected light while reducing glare, maintaining the optical distribution selected, and most importantly eliminating light trespass. Both options rotate with the optical distribution. 7 Pin Photoelectric Control 7-pin ANSI C136.41-2013 control receptacle option available for twist lock photocontrols or wireless control modules. Control accessories sold separately. Dimming leads from the receptacle will be connected to the driver dimming leads (Consult factory for alternate wiring). Luminaire Shown with CR7P Luminaire Shown with Integral Louver (IL) Luminaire Shown with IMSBT Option IMSBT MOUNTING ACCESSORIES SHIELDING, POLES & MISC. ACCESSORIES Side ArmUniversal Mounting Bracket Mounts to ≥ 3” square or round (tapered/straight) poles with (2) mounting hole spaces between 3.5” to 5” Part Number: BKA UMB CLR ShieldingIntegral Louver Field Install Integral Louver provides maximum backlight control by shiedling each individual row of LEDS Part Number: 763445 Quick Mount Plate True one person installation to existing/new contruction poles with hole spaces beteen 2.4 to 4.6” Part Number: BKS PQM B3B5 XX CLR Integral Half Louver Field Install Integral Half Louver provides great backlight control without impacting front side distribution. Part Number: 763446 15° Tilt Quick Mount Plate True one person installation to existing/new contruction poles with hole spaces beteen 2.4 to 4.6” Part Number: BKS PQ15 B3B5 XX CLR External Shield External shield blocks view of light source from anyside of luminaire, additional shielding configurations available Part Number: 783607BLK (3”) / 776538BLK (6”)Tenon / SlipfitterAdjustable Slipfitter Mounts onto a 2” (51mm) IP, 2.375” (60mm) O.D. tenon and provides 180° of tilt (max 45° above horizontal) Part Number: BKA ASF CLR PolesSquare Poles 14 - 39’ steel and aluminum poles in 4”, 5” and 6” sizes for retrofit and new construction Part Number: 4SQ/5SQ/6SQ Square Tenon Top Mounts onto a 2” (51mm) IP, 2.375” (60mm) O.D. tenon and allows for mounting up to 4 luminaires Part Number: BKA XNM * Round Poles 10 - 30’ steel and aluminum poles in 4” and 5” sizes for retrofit and new construction Part Number: 4RP/5RP Square Internal Slipfitter Mounts inside 4” or 5” square pole and allows for mounting up to 4 lumianires Part Number: BKA X_ISF * CLR Tapered Poles 20’ - 39’ steel and aluminum poles for retrofit and new construction Part Number: RTP Wall Mount/ Wood PoleWall Mount Bracket Mounts onto vertical wall surface ( hardware/anchors not included) Part Number: BKS XBO WM CLR Misc.Bird Spikes 10’ linear bird spike (2’ recommended per luminaire) silcone adhesive (covers approximately 25’ linear fee of bird spike) and application tool Spike Part Number: 751631 Adhesive Part Number: 751632 Caulk Gun Part Number: 751636 Wood Pole Bracket Mounts onto wooden poles (6” minimum OD, hardware/anchors not inlcuded) Part Number: BKS XBO WP CLR Replace CLR with paint finish description Replace X with: 2’ Replace XX with SQ for square pole or RD for round pole (≥3” OD) Replace * with S (Single), D180 (Double @180°), D90 (Double @90°), T90 (Triple), Q90 (Quad) Replace _ with 4 (4” square pole) or 5 (5” square pole) Optics Rotated Left Straight Optics Rotated Right Use Type R (Optics Rotated Right) Pole EXAMPLE Use Type L (Optics Rotated Left) Top View LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at () - Page 4/10 Rev. 10/23/24 SPEC.1046.B.1122 Type:Mirada Small Area Light (MRS) PERFORMANCE Back to Quick Links DELIVERED LUMENS* Lumen Package Distribution CRI 3000K CCT 4000K CCT 5000K CCT WattageDelivered Lumens Efficacy BUG Rating Delivered Lumens Efficacy BUG Rating Delivered Lumens Efficacy BUG Rating 6L 2 70 5918 149 B2-U0-G1 6136 155 B2-U0-G1 6122 155 B2-U0-G1 39 3 6016 152 B1-U0-G2 6238 158 B1-U0-G2 6224 157 B1-U0-G2 4 5967 153 B1-U0-G2 6333 162 B1-U0-G3 6136 157 B1-U0-G2 5W 5690 144 B3-U0-G1 5899 149 B3-U0-G1 5886 1479 B3-U0-G1 FT 5822 147 B1-U0-G1 6037 152 B1-U0-G1 6023 152 B1-U0-G1 LC 6003 154 B1-U0-G2 6371 163 B1-U0-G2 6173 158 B1-U0-G2 RC 5964 153 B1-U0-G2 6329 162 B1-U0-G2 6132 157 B1-U0-G2 9L 2 70 9091 145 B2-U0-G2 9484 152 B2-U0-G2 9462 151 B2-U0-G2 63 3 9241 148 B2-U0-G2 9641 154 B2-U0-G2 9619 154 B2-U0-G2 4 9214 146 B2-U0-G3 9778 155 B2-U0-G3 9474 150 B2-U0-G3 5W 8740 140 B3-U0-G2 9118 146 B3-U0-G2 9097 144 B3-U0-G2 FT 8943 143 B2-U0-G2 9330 149 B2-U0-G2 9308 149 B2-U0-G2 LC 9269 147 B2-U0-G3 9837 156 B2-U0-G3 9531 151 B2-U0-G3 RC 9208 146 B2-U0-G2 9772 155 B2-U0-G3 9468 150 B2-U0-G3 12L 2 70 12132 141 B3-U0-G2 12685 148 B3-U0-G2 12514 146 B3-U0-G2 86 3 12333 143 B2-U0-G2 12894 150 B2-U0-G2 12721 148 B2-U0-G2 4 12277 143 B2-U0-G3 13029 152 B2-U0-G3 12623 147 B2-U0-G3 5W 11664 136 B4-U0-G2 12195 142 B4-U0-G2 12031 140 B4-U0-G2 FT 11935 139 B2-U0-G2 12479 145 B2-U0-G2 12311 143 B2-U0-G2 LC 12351 144 B2-U0-G3 13108 152 B2-U0-G3 12700 148 B2-U0-G3 RC 12271 143 B2-U0-G3 13022 151 B2-U0-G3 12617 147 B2-U0-G3 15L 2 70 14220 128 B3-U0-G2 15167 137 B3-U0-G2 14488 131 B3-U0-G2 111 3 14938 135 B2-U0-G2 15933 144 B2-U0-G2 15219 137 B2-U0-G2 4 14792 133 B2-U0-G4 15698 141 B2-U0-G4 15209 137 B2-U0-G4 5W 14304 129 B4-U0-G2 15257 137 B4-U0-G2 14574 131 B4-U0-G2 FT 14342 129 B2-U0-G2 15297 138 B2-U0-G2 14612 132 B2-U0-G2 LC 14881 134 B2-U0-G3 15793 142 B2-U0-G3 15301 138 B2-U0-G3 RC 14784 133 B2-U0-G3 15689 141 B2-U0-G3 15201 137 B2-U0-G3 18L 2 70 16438 122 B3-U0-G2 17532 130 B3-U0-G3 16747 124 B3-U0-G2 135 3 17267 128 B3-U0-G3 18417 137 B3-U0-G3 17592 131 B3-U0-G3 4 17101 127 B3-U-G4 18149 134 B3-U-G4 17584 130 B3-U-G4 5W 16535 123 B4-U0-G2 17636 133 B5-U0-G2 16846 125 B4-U0-G2 FT 16578 123 B3-U0-G2 17682 131 B3-U0-G2 16890 125 B3-U0-G2 LC 17204 127 B3-U0-G3 18258 135 B3-U0-G3 17689 131 B3-U0-G3 RC 17091 127 B2-U0-G3 18138 134 B2-U0-G3 17574 130 B2-U0-G3 21L 2 70 19488 118 B3-U0-G3 20786 126 B3-U0-G3 19885 120 B3-U0-G3 165 3 20472 124 B3-U0-G3 21835 132 B3-U0-G3 20857 126 B3-U0-G3 4 20279 123 B3-U0-G4 21521 130 B3-U0-G5 20851 126 B3-U0-G5 5W 19604 119 B5-U0-G3 20909 126 B5-U0-G3 19973 121 B5-U0-G3 FT 19655 119 B3-U0-G3 20964 127 B3-U0-G3 20025 121 B3-U0-G3 LC 20401 124 B3-U0-G4 21651 131 B3-U0-G4 20977 127 B3-U0-G4 RC 20268 123 B3-U0-G3 21509 130 B3-U0-G4 20840 126 B3-U0-G3 *LEDs are frequently updated therefore values are nominal. LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at () - Page 5/10 Rev. 10/23/24 SPEC.1046.B.1122 Type:Mirada Small Area Light (MRS) ELECTRICAL DATA (AMPS)* Lumens 120V 208V 240V 277V 347V 480V 6L 0.34 0.20 0.17 0.15 0.12 0.09 9L 0.52 0.30 0.26 0.23 0.18 0.13 12L 0.72 0.41 0.36 0.31 0.25 0.18 15L 0.93 0.53 0.46 0.40 0.32 0.23 18L 1.12 0.65 0.56 0.49 0.39 0.28 21L 1.38 0.80 0.69 0.60 0.48 0.34 24L 1.63 0.94 0.82 0.71 0.56 0.41 30L 1.74 1.00 0.87 0.75 0.60 0.43 *Electrical data at 25°C (77°F). Actual wattage may differ by +/-10% RECOMMENDED LUMEN MAINTENANCE1 Ambient Temp Lumen Multiplier C 0 hrs.2 25K hrs.2 50K hrs.2 75K hrs.3 100K hrs.3 0 C - 25 C 100%95%89%84%79% 40 C 100%94%87%80%74% 1. Lumen maintenance values at 25°C are calculated per TM-21 based on LM-80 data and in-situ luminaire testing. 2. In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time durations that are within six times (6X)the IESNA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip). 3. In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six times NA LM-80-08 total test duration (in hours) for the device under testing ((DUT) i.e. the packaged LED chip). DELIVERED LUMENS* Lumen Package Distribution CRI 3000K CCT 4000K CCT 5000K CCT WattageDelivered Lumens Efficacy BUG Rating Delivered Lumens Efficacy BUG Rating Delivered Lumens Efficacy BUG Rating 24L 2 70 21976 112 B3-U0-G3 23439 120 B3-U0-G3 22390 114 B3-U0-G3 196 3 23085 118 B3-U0-G3 24622 126 B3-U0-G3 23519 120 B3-U0-G3 4 23190 117 B3-U0-G5 24758 124 B3-U0-G5 23888 120 B3-U0-G5 5W 22105 113 B5-U0-G3 23578 120 B5-U0-G3 22522 115 B5-U0-G3 FT 22164 113 B3-U0-G3 23640 121 B3-U0-G3 22581 115 B3-U0-G3 LC 23330 117 B3-U0-G4 24907 125 B3-U0-G4 24032 121 B3-U0-G4 RC 23117 117 B3-U0-G4 24744 124 B3-U0-G4 23874 120 B3-U0-G4 30L 2 70 30078 144 B4-U0-G3 29485 143 B4-U0-G4 30697 147 B4-U0-G3 209 3 31711 154 B3-U0-G3 31086 151 B3-U0-G3 32364 157 B3-U0-G3 4 30459 148 B4-U0-G5 29858 145 B4-U0-G5 31085 151 B4-U0-G5 5W 30588 149 B5-U0-G3 29985 146 B5-U0-G3 31218 152 B5-U0-G3 FT 31585 153 B3-U0-G4 30962 150 B3-U0-G4 32235 156 B4-U0-G4 LC 32303 155 B3-U0-G5 31666 152 B3-U0-G5 32968 158 B3-U0-G5 RC 31943 153 B3-U0-G4 31313 150 B3-U0-G4 32600 156 B3-U0-G5 *LEDs are frequently updated therefore values are nominal. PERFORMANCE Back to Quick Links LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at () - Page 6/10 Rev. 10/23/24 SPEC.1046.B.1122 Type:Mirada Small Area Light (MRS) PHOTOMETRICS MRS-LED-18L-SIL-3-40-70CRI .5 1 2 5 2548 5097 7645 10193 1 2 20’ Mounting Height / 20’ Grid Spacing 5 FC 2 FC 1 FC 0.5 FC Vertical Plane Horizontal Cone ISO Footcandle Polar Curve .5 1 2 5 2556 5113 7669 10225 1 2 20’ Mounting Height / 20’ Grid Spacing 5 FC 2 FC 1 FC 0.5 FC Vertical Plane Horizontal Cone ISO Footcandle Polar Curve Luminaire photometry has been conducted by an accredited laboratory in accordance with IESNA LM-79. As specified by IESNA LM-79 the entire luminaire is tested as the source resulting in a luminaire efficiency of 100%. Luminaire Data Type 2 Distribution Description 4000 Kelvin, 70 CRI Delivered Lumens 17,532 Watts 135 Efficacy 130 IES Type Type II - Short BUG Rating B3-U0-G3 Luminaire Data Type 3 Distribution Description 4000 Kelvin, 70 CRI Delivered Lumens 18,417 Watts 135 Efficacy 137 IES Type Type III - Short BUG Rating B3-U0-G3 Zonal Lumen Summary Zone Lumens % Luminaire Low (0-30)°2831 16% Medium (30-60)°10310 59% High (60-80)°4208 24% Very High (80-90)°184 1% Uplight (90-180)°0 0% Total Flux 17532 100% Zonal Lumen Summary Zone Lumens % Luminaire Low (0-30)°2329 13% Medium (30-60)°10634 61% High (60-80)°5246 30% Very High (80-90)°208 1% Uplight (90-180)°0 0% Total Flux 18417 100% MRS-LED-18L-SIL-2-40-70CRI Back to Quick Links LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at () - Page 7/10 Rev. 10/23/24 SPEC.1046.B.1122 Type:Mirada Small Area Light (MRS) Back to Quick LinksPHOTOMETRICS (CONT) MRS-LED-18L-SIL-FT-40-70CRI MRS-LED-18L-SIL-4-40-70CRI .5 1 2 5 2755 5510 8265 11020 1 2 20’ Mounting Height / 20’ Grid Spacing 5 FC 2 FC 1 FC 0.5 FC Vertical Plane Horizontal Cone ISO Footcandle Polar Curve .5 1 2 5 2604 5208 7811 10415 1 2 20’ Mounting Height / 20’ Grid Spacing 5 FC 2 FC 1 FC 0.5 FC Vertical Plane Horizontal Cone ISO Footcandle Polar Curve Luminaire Data Type FT Distribution Description 4000 Kelvin, 70 CRI Delivered Lumens 17,682 Watts 135 Efficacy 131 IES Type Type III - Short BUG Rating B3-U0-G2 Luminaire Data Type 4 Distribution Description 4000 Kelvin, 70 CRI Delivered Lumens 18,149 Watts 135 Efficacy 134 IES Type Type IV - Very Short BUG Rating B3-U0-G4 Zonal Lumen Summary Zone Lumens % Luminaire Low (0-30)°2255 13% Medium (30-60)°9463 54% High (60-80)°5696 32% Very High (80-90)°268 2% Uplight (90-180)°0 0% Total Flux 17682 100% Zonal Lumen Summary Zone Lumens % Luminaire Low (0-30)°1671 9% Medium (30-60)°7615 42% High (60-80)°8074 44% Very High (80-90)°790 4% Uplight (90-180)°0 0% Total Flux 18149 100% LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at () - Page 8/10 Rev. 10/23/24 SPEC.1046.B.1122 Type:Mirada Small Area Light (MRS) Back to Quick LinksPHOTOMETRICS (CONT) MRM-LED-30L-SIL-5W-40-70CRI MRS-LED-18L-SIL-LC-40-70CRI .5 1 2 2442 4883 7325 9766 1 2 20’ Mounting Height / 20’ Grid Spacing 5 FC 2 FC 1 FC 0.5 FC Vertical Plane Horizontal Cone ISO Footcandle Polar Curve .5 1 2 5 5217 10435 15652 20869 1 2 20’ Mounting Height / 20’ Grid Spacing 5 FC 2 FC 1 FC 0.5 FC Vertical Plane Horizontal Cone ISO Footcandle Polar Curve Luminaire Data Type 5W Distribution Description 4000 Kelvin, 70 CRI Delivered Lumens 17,636 Watts 135 Efficacy 131 IES Type Type VS - Short BUG Rating B4-U0-G2 Luminaire Data Left Corner Distribution Description 4000 Kelvin, 70 CRI Delivered Lumens 18,258 Watts 135 Efficacy 135 IES Type N/A BUG Rating B3-U0-G3 Zonal Lumen Summary Zone Lumens % Luminaire Low (0-30)°1646 9% Medium (30-60)°7453 43% High (60-80)°8405 48% Very High (80-90)°132 1% Uplight (90-180)°0 0% Total Flux 17636 100% Zonal Lumen Summary Zone Lumens % Luminaire Low (0-30)°2412 13% Medium (30-60)°7504 41% High (60-80)°7698 42% Very High (80-90)°644 4% Uplight (90-180)°0 0% Total Flux 18258 100% LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at () - Page 9/10 Rev. 10/23/24 SPEC.1046.B.1122 Type:Mirada Small Area Light (MRS) PRODUCT DIMENSIONS Back to Quick Links 24.97 7.10 13.00 2.422 0.563 2x B3 Drill Pattern Back to Quick LinksPHOTOMETRICS (CONT) MRM-LED-30L-SIL-5W-40-70CRI 4912 9824 14735 19647 1 2 .5 1 2 5 20’ Mounting Height / 20’ Grid Spacing 5 FC 2 FC 1 FC 0.5 FC Vertical Plane Horizontal Cone ISO Footcandle Polar CurveLuminaire Data Right Corner Distribution Description 4000 Kelvin, 70 CRI Delivered Lumens 18,138 Watts 135 Efficacy 134 IES Type N/A BUG Rating B3-U0-G3 Zonal Lumen Summary Zone Lumens % Luminaire Low (0-30)°2317 13% Medium (30-60)°8066 44% High (60-80)°7214 40% Very High (80-90)°541 3% Uplight (90-180)°0 0% Total Flux 18138 100% Luminaire EPA Chart Tilt Degree 0°15°30°45° Single 0.4 0.7 1.1 1.5 D180°0.8 1.5 1.9 2.4 D90°0.9 1.5 1.9 2.4 T90°0.9 1.6 21 2.5 TN120°0.9 1.9 2.7 3.0 Q90°0.9 1.6 2.1 2.5 LSI Industries Inc. 10000 Alliance Rd. Cincinnati, OH 45242 • (513) 372-3200 • www.lsicorp.com ©LSI Industries Inc. All Rights Reserved. Specifi cations and dimensions subject to industry standard tolerances. Specifi cations subject to change without notice. Have questions? Call us at () - Page 10/10 Rev. 10/23/24 SPEC.1046.B.1122 Type:Mirada Small Area Light (MRS) CONTROLS Integral Bluetooth™ Motion and Photocell Sensor (IMSBTxL) Slim low profile sensor provides multi-level control based on motion and/or daylight. Sensor controls 0-10 VDC LED drivers and is IP66 rated for cold and wet locations (-40°F to 167°F). Two unique PIR lenses are available and used based on fixture mounting height. All control parameters are adjustable via an iOS or Android App capable of storing and transmitting sensor profiles. Click here to learn more details about IMSBT AirLink Blue (ALBMRxLR, ALBCSx) Wireless Bluetooth Mesh Outdoor Lighting Control System that provides energy savings, code compliance and enhanced safety/security for parking lots and parking garages. Three key components; Bluetooth wireless radio/sensor controller, Time Keeper and an iOS App. Capable of grouping multiple fixtures and sensors as well as scheduling time-based events by zone. Radio/Sensor Controller is factory integrated into Area/ Site, Wall Mounted, Parking Garage and Canopy luminaires. Click here to learn more details about AirLink Blue Sensor Sequence of Operations Standard Programming On Event Off Event On Light Level Dim Light Level Daylight Harvesting Delay To Off Sensitivity IMSBTxL Motion No Motion 100%N/A On; Auto Calibration 20 minutes High Operation Description On Event Trigger that activates lights to turn on; either automatic via motion detected or manually activated via push of button. Off Event Trigger that activates lights to turn off; either automatic via no motion detected or manually activated via push of button. On Light Level The light level that the fixtures will turn on to when ON EVENT occurs. Dim Light Level The light level that the fixtures will dim down to when no motion is detected. Delay to Dim The amount of time after which no motion is detected that the fixtures will be triggered to dim down. This sequence is optional, and sensor can be programmed to only trigger the fixture to turn off by entering 100% in this field. Delay to Off The amount of time after which no motion is detected that the fixtures will be triggered to turn off. If delay to dim is part of the programmed functionality, this is the amount of time after which no motion is detected after the fixture have already dimmed down. Sensitivity The sensitivity can be set to high, medium, low, or auto where applicable. High will detect smaller, simple motions. Low will only detect larger more complex motions. Auto temperature calibration adjusts the PIR sensitivity as ambient temperature rises to increase detection of heat movement through the field of view. Apple Apple Android LEVITON App AirLink Blue App Back to Quick Links ATTACHMENT 8 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, 4/10/2025 9:30:44 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$TOPOGRAPHY & DEMOLITION PLANN PALM CANYON(HWY 111)S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 4/10/2025 9:30:53 AM, AutoCAD PDF (General Documentation).pc3 T E E S E E S E E E 10"SS16"W1"W 6"W 1"W 1"W 15"IRSteering Angle Lock to Lock Time Articulating Angle WB-19 Trailer Track Tractor Track Trailer Width Tractor Width 19.494.00 Feet 8.53 8.53: 7.87 7.87 : : : 0.00 2.99 40.49 14.99 48.00 : : :6.0 s 28.3 deg 70.0 deg N Palm CanyonEV CHARGINGONLYE 8"SS 8"W 15"SD 3 OF 5 ãDEVELOPMENT PERMIT P$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, 4/10/2025 9:30:55 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$SITE SECTIONSSCALE: 1" =20' HORIZ. 1"=5' VERT. SCALE: 1" =20' HORIZ. 1"=5' VERT. S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 4/10/2025 9:31:03 AM, AutoCAD PDF (General Documentation).pc3 PROFILE VIEW A-A, STA: 0+75 - 3+75 PROFILE VIEW B-B, STA: 0+85 - 2+60 E 8"SS 8"W 15"SD 5 OF 5 ãDEVELOPMENT PERMIT P$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, 4/10/2025 9:31:07 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 A8 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 A8 M-1 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 PLANNING COMMENTS - 04/08/2025 - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 04/08/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 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-1 S-3 ROOFTOP UNIT BEYOND EQUIPMENT SCREEN -M-2 S-1 2 A8 S-3 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 A8 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 PLANNING COMMENTS - 04/08/2025 - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 04/08/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A2 SCHEMATIC FLOOR PLAN & ELEVATIONS TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 2 SOUTHEAST VIEW1SOUTHWEST VIEW 3 NORTHWEST VIEW 4 NORTHEAST VIEW 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 PLANNING COMMENTS - 04/08/2025 - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 04/08/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A4 3D VIEWS TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 RETAIL SALES 101 TINT AREA 1032 5 1718WHOLESALE AREA 102 HANDSTACK HANDSTACKHANDSTACKPALLETPALLETPALLET10 14 13 11 15 12 1231 9 7 8961619WORK TABLE COLORSNAPTRUSTEDCOLLECTIONSDESIGNERINSPIREDTHEPAINT8' - 0"4' - 6"4' - 6 1/4"10' - 0"HANDSTACKPALLETPALLETHANDSTACKHANDSTACKPALLETPALLET10' - 0" PASSAGEWAY 106 6' - 0 1/2"6' - 3 3/4"5' - 0" 12 ALCOVE 107 RESTROOM 104 OFFICE 105 FIRE RISER ROOM 108 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 PLANNING COMMENTS - 04/08/2025 - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 04/08/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A5 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 DATA CABINET GC GC INSTALL PHONE/COMPUTER BOARD AT DATA CABINET 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 FIXED ROOF LADDER GC GC 18 INCH WIDE LADDER 1 A8 2 A8 3' - 1"3' - 1"EQEQ3' - 1"3' - 1"EQEQL-1 L-1 L-3 L-1 L-2 L-1L-1 L-1 L-2 L-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 PLANNING COMMENTS - 04/08/2025 - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 04/08/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A6 REFLECTIVE CEILING PLAN TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 1/4" = 1'-0"1 REFLECTIVE CEILING PLAN 1 A8 2 A8 1/4" / 1'-0"42' - 9 1/4"19' - 7 1/2"12' - 1 1/4"41' - 1 3/16"14' - 5 1/4"27' - 11 1/4"28' - 11 1/2" 27' - 11 1/4"28' - 11 1/2"23' - 1 1/2"3' - 0 3/16"29' - 11 3/4"2' - 6 3/16"RTU 2RTU 1ROOF 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 PLANNING COMMENTS - 04/08/2025 - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 04/08/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A7 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 A8 Finish Floor 0' -0" T.O. Parapet 18' -0" 2 A8 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 PLANNING COMMENTS - 04/08/2025 - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 04/08/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A8 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'-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 A9 A9 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 PLANNING COMMENTS - 04/08/2025 - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 04/08/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A9 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 EV CHARGINGONLYW WWWWWWWWWW WWWWWWWWWSJUJUJUJUJU JUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJU 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.4/16/20251-800-227-2600YOU 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 WILLIAMS11/21/2024RM1488 N. PALM CANYONAPN:505-184-028COMMENTS PER PLANNING COMMISION 3-6-25DELONIX REGIAPHOENIX ROEBELINPYRUS KAWAKAMI AGAVE TEQUILANAYUCCA ROSTRATAGOLD BARREL CACTUSCALLIANDRA(REFERENCE IMAGE)MEXICAN BEACH BUFF(REFERENCE IMAGE)(REFERENCE IMAGE)(REFERENCE IMAGE)(REFERENCE IMAGE)(REFERENCE IMAGE)(REFERENCE IMAGE)(REFERENCE IMAGE)AGAVE AMERICANA (REFERENCE IMAGE)ALOE 'BLUE ELF'(REFERENCE IMAGE)(REFERENCE IMAGE)HONEY QUARTZ BOULDER SHERWIN WILLIAMS EXTERIOR RENDERINGS PALM SPRINGS, CA SHERWIN WILLIAMS EXTERIOR RENDERINGS PALM SPRINGS, CA SHERWIN WILLIAMS EXTERIOR RENDERINGS PALM SPRINGS, CA SHERWIN WILLIAMS EXTERIOR RENDERINGS PALM SPRINGS, CA SHERWIN WILLIAMS EXTERIOR RENDERINGS PALM SPRINGS, CA ATTACHMENT 9 EV CHARGINGONLYSITE 1 OF 5 ãDEVELOPMENT PERMIT P$LM 6PRIN*6&$LI)ORNI$COVER SHEETN PALM CANYONN INDIANCANYONHWY1 1 1 E VISTA CHINO CHUCKWALLA ROAD STEVENS ROAD CAMINO MONTE VISTA 15"SD 8"W 8"SS N PALM CANYON(HWY 111)SITE FACILITIES 1 4 6 2 9 7 5 4 4 4 4 2 8 3 3 10 1112 1 -ASPHALT CONCRETE PAVING 2 -CONCRETE FLATWORK 3 -STANDARD DRIVEWAY APPROACH CITY OF PALM SPRINGS DETAIL 201 4 -TYPE A1 VERTICAL CURB CITY OF PALM SPRINGS DETAIL 200 5 -TYPE B1 CURB AND GUTTER CITY OF PALM SPRINGS DETAIL 200 6 -TYPE B2 VALLEY GUTTER CITY OF PALM SPRINGS DETAIL 200 7 -TRASH AND RECYCLING ENCLOSURE PER CITY OF PALM SPRINGS DETAIL 902 8 -ADA PARKING STALL 9 -EV VAN STALL 10 -BIKE PARKING AREA 11 -INCREASE WALL HEIGHT AS REQUIRED (`2') TO ACCOMMODATE PROPOSED PAVEMENT GRADES 12 -DELIVERY DOOR CONCRETE PAD S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 4/10/2025 9:30:44 AM, AutoCAD PDF (General Documentation).pc3 E E S10"SS16"W1"W 1"W 1"W 15"IR2 OF 5 ãDEVELOPMENT PERMIT P$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, 4/10/2025 9:30:53 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$PRELIMINARY GRADING, DRAINAGE, & UTILITY PLANDRAINAGE FACILITIES 1 -18" ROUND LANDSCAPE INLET 2 -24" SQAURE JUNCTION STRUCTURE WITH SOLID LID 3 -DRAINAGE INLET 4 -STORM TECH DRAINAGE CHAMBERS 6"W 2"W 1 2 3 4 S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 4/10/2025 9:30:55 AM, AutoCAD PDF (General Documentation).pc3 PROFILE VIEW A-A, STA: 1+00 - 2+75 PROFILE VIEW B-B, STA: 1+00 - 2+40 E 8"SS 8"W 15"SD 4 OF 5 ãDEVELOPMENT PERMIT P$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, 4/10/2025 9:31:03 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, 4/10/2025 9:31:07 AM, AutoCAD PDF (General Documentation).pc3 EV CHARGINGONLYW WWWWWWWWWW WWWWWWWWWSJUJUJUJUJU JUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJUJU 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.4/16/20251-800-227-2600YOU 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 WILLIAMS11/21/2024RM1488 N. PALM CANYONAPN:505-184-028COMMENTS PER PLANNING COMMISION 3-6-25DELONIX REGIAPHOENIX ROEBELINPYRUS KAWAKAMI AGAVE TEQUILANAYUCCA ROSTRATAGOLD BARREL CACTUSCALLIANDRA(REFERENCE IMAGE)MEXICAN BEACH BUFF(REFERENCE IMAGE)(REFERENCE IMAGE)(REFERENCE IMAGE)(REFERENCE IMAGE)(REFERENCE IMAGE)(REFERENCE IMAGE)(REFERENCE IMAGE)AGAVE AMERICANA (REFERENCE IMAGE)ALOE 'BLUE ELF'(REFERENCE IMAGE)(REFERENCE IMAGE)HONEY QUARTZ BOULDER 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 -S-3 L-6 ROOF LINE BEYOND L-6 B.O. Soffit 9' -4" S-3 1 A8 5' - 0"4' - 6" Finish Floor 0' -0" T.O. Wainscot 3' -4" T.O. ROOF SCREEN 22' -6" 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 -S-3 L-1 SIGNAGE AREA ROOF LINE BEYOND ROOFTOP UNIT BEYOND ROOF DRAIN NOZZLE S-3 M-1 2 A8 M-1 1' - 0" 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) 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 EWLS01 DISTRIBUTION: DOWN COLOR: BRONZE L-4 RECESSED LIGHTING SOFFIT LRX-BR-61X9WWVQ 6"650 LUMEN LED TRIM COLOR: WHITE EXTERIOR LIGHTING E-WSCB-UPDN-09L-3K-6W WALL MOUNTED CYLINDER DISTRIBUTION: DOWN COLOR: CLEAR ANODIZED ALUMINUM L-5 SITE LIGHTING LSI INDUSTRIES MIRANDA SMALL AREA MRS MRS-LED-06L-SIL-3-30-70CRI 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 PLANNING COMMENTS - 04/08/2025 PLANNING COMMENTS - 06/06/2025 -- ADDRESS: SHEET NUMBER: STORE #: XXXX 06/06/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 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 Floor0' -0"T.O. ROOF SCREEN22' -6"C.O. Lights9' -0"T.O. Parapet18' -0"V-1ROOFTOP UNIT BEYONDS-1EQUIPMENT SCREEN -P-3L-1SIGNAGE AREAV-1V-1M-1S-3ROOFTOP UNIT BEYONDEQUIPMENT SCREEN -S-3B.O. Soffit9' -4"S-12A8S-3P-11' - 0"L-2Finish Floor0' -0"T.O. ROOF SCREEN22' -6"C.O. Lights9' -0"T.O. Parapet18' -0"ROOFTOP UNIT BEYONDS-3S-1P-1V-1EQUIPMENT SCREEN -S-3L-1ROOF LINE BEYONDL-1L-3S-11A84' - 6"5' - 0"MARKDESCRIPTIONMANUFACTURER & SPECSAMPLEEXTERIOR FINISH SCHEDULES-1(P-1)STUCCO -FIELD(PAINT)TEXTURE: PEBBLE COATCOLOR: SHERWIN-WILLIAMSSW 6105 DIVINE WHITES-2(P-2)STUCCO -BAY(PAINT)TEXTURE: PEBBLE COATCOLOR: SHERWIN-WILLIAMSSW 7506 LOGGIAM-1ANODIZED ALUMINUMCOLOR: CLEAR ALUMINUM(STOREFRONT)TEXTURE: PEBBLE FINECOLOR: SHERWIN-WILLIAMSSW 7757 HIGH REFLECTIVE WHITES-3(P-3)V-1CMU VENEER3x8x161-SCORE SOLIDSTUCCO -FIELD(PAINT) MARKDESCRIPTIONMANUFACTURER & SPECEXTERIOR LIGHTING SCHEDULEL-1L-2EMERGENCY LIGHTINGAT SOFFITSURE-LITESSELW 25WH WALL MOUNTED DISTRIBUTION: DOWNCOLOR: WHITEL-3WALL PACKGE CURRENT EVOLVE EWLS01DISTRIBUTION: DOWNCOLOR: BRONZEL-4RECESSED LIGHTINGSOFFITLRX-BR-61X9WWVQ 6"650 LUMEN LEDTRIMCOLOR: WHITEEXTERIOR LIGHTINGE-WSCB-UPDN-09L-3K-6W WALL MOUNTED CYLINDERDISTRIBUTION: DOWNCOLOR: CLEAR ANODIZED ALUMINUML-5SITE LIGHTINGLSI INDUSTRIESMIRANDA SMALL AREA MRSMRS-LED-06L-SIL-3-30-70CRI FINISH: BLK BLACK1/4" = 1'-0"1NORTH. ELEV1/4" = 1'-0"2EAST ELEVSHEET 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 WILLIAMSPLANNING COMMENTS - 04/08/2025PLANNING COMMENTS - 06/06/2025--ADDRESS:SHEET NUMBER:STORE #:XXXX06/06/2025PLANNING COMMENTS - 11/08/2024PLANNING COMMENTS - 02/12/2025PLANNING COMMENTS - 03/11/2025A2SCHEMATIC FLOORPLAN &ELEVATIONSTBDBAMP1488 N PALM CANYON DR,PALM SPRINGS, CA 92262 2 SOUTHEAST VIEW1SOUTHWEST VIEW 3 NORTHWEST VIEW 4 NORTHEAST VIEW 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 PLANNING COMMENTS - 04/08/2025 PLANNING COMMENTS - 06/06/2025 -- ADDRESS: SHEET NUMBER: STORE #: XXXX 06/06/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A3 3D VIEWS TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 SHERWIN WILLIAMS EXTERIOR RENDERINGS PALM SPRINGS, CA SHERWIN WILLIAMS EXTERIOR RENDERINGS PALM SPRINGS, CA SHERWIN WILLIAMS EXTERIOR RENDERINGS PALM SPRINGS, CA SHERWIN WILLIAMS EXTERIOR RENDERINGS PALM SPRINGS, CA SHERWIN WILLIAMS EXTERIOR RENDERINGS PALM SPRINGS, CA RETAIL SALES 101 TINT AREA 1032 5 17WHOLESALE AREA 102 HANDSTACK HANDSTACKHANDSTACKPALLETPALLETPALLET10 14 13 11 15 12 1231 9 7 8961619WORK TABLE COLORSNAPTRUSTEDCOLLECTIONSDESIGNERINSPIREDTHEPAINT8' - 0"4' - 6"4' - 6 1/4"10' - 0"HANDSTACKPALLETPALLETHANDSTACKHANDSTACKPALLETPALLET10' - 0" PASSAGEWAY 106 6' - 0 1/2"6' - 3 3/4"5' - 0" 12 ALCOVE 107 RESTROOM 104 OFFICE 105 FIRE RISER ROOM 108 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 PLANNING COMMENTS - 04/08/2025 PLANNING COMMENTS - 06/06/2025 -- ADDRESS: SHEET NUMBER: STORE #: XXXX 06/06/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A5 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 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 DATA CABINET GC GC INSTALL PHONE/COMPUTER BOARD AT DATA CABINET 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 FIXED ROOF LADDER GC GC 18 INCH WIDE LADDER C2A1111A82A83' - 0 1/2"3' - 0 1/2"3' - 4 1/4"3' - 1 1/2"3' - 1 1/2"EQEQL-1L-1L-3L-1L-2L-1L-1L-1L-2L-4L-4L-4L-441' - 5"22' - 10"67' - 11 1/2"5' - 0"5' - 0"4' - 6"6' - 3"12"L-2MARKDESCRIPTIONMANUFACTURER & SPECEXTERIOR LIGHTING SCHEDULEL-1L-2EMERGENCY LIGHTINGAT SOFFITSURE-LITESSELW 25WH WALL MOUNTED DISTRIBUTION: DOWNCOLOR: WHITEL-3WALL PACKGE CURRENT EVOLVE EWLS01DISTRIBUTION: DOWNCOLOR: BRONZEL-4RECESSED LIGHTINGSOFFITLRX-BR-61X9WWVQ 6"650 LUMEN LEDTRIMCOLOR: WHITEEXTERIOR LIGHTINGE-WSCB-UPDN-09L-3K-6W WALL MOUNTED CYLINDERDISTRIBUTION: DOWNCOLOR: CLEAR ANODIZED ALUMINUML-5SITE LIGHTINGLSI INDUSTRIESMIRANDA SMALL AREA MRSMRS-LED-06L-SIL-3-30-70CRI FINISH: BLK BLACKSHEET 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 WILLIAMSPLANNING COMMENTS - 04/08/2025PLANNING COMMENTS - 06/06/2025--ADDRESS:SHEET NUMBER:STORE #:XXXX06/06/2025PLANNING COMMENTS - 11/08/2024PLANNING COMMENTS - 02/12/2025PLANNING COMMENTS - 03/11/2025A6REFLECTIVECEILING PLANTBDBAMP1488 N PALM CANYON DR,PALM SPRINGS, CA 922621/4" = 1'-0"1REFLECTIVE CEILING PLAN 1 A8 2 A8 1/4" / 1'-0" RTU 2 RTU 1 ROOF ACCESS HATCH ROOF DRAIN ROOF SCREEN REINFORCED WALKWAY OVERFLOW DRAIN SLOPE CRICKET TO ROOF DRAIN 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 PLANNING COMMENTS - 04/08/2025 PLANNING COMMENTS - 06/06/2025 -- ADDRESS: SHEET NUMBER: STORE #: XXXX 06/06/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A7 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 A8 Finish Floor 0' -0" T.O. Parapet 18' -0" 2 A8 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 PLANNING COMMENTS - 04/08/2025 PLANNING COMMENTS - 06/06/2025 -- ADDRESS: SHEET NUMBER: STORE #: XXXX 06/06/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A8 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'-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 A9 A9 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 PLANNING COMMENTS - 04/08/2025 PLANNING COMMENTS - 06/06/2025 -- ADDRESS: SHEET NUMBER: STORE #: XXXX 06/06/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A9 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 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