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HomeMy WebLinkAboutITEM 3A - DP-2024-0009_PC Packet_03252025CITY OF PALM SPRINGS DEPARTMENT OF PLANNING SERVICES MEMORANDUM Date: March 25, 2025 To: Planning Commission From: Department of Planning Services Subject: A REQUEST BY MCWHIRTER REALTY PARTNERS FOR APPROVAL OF A MAJOR DEVELOPMENT PERMIT (DP) TO CONSTRUCT A NEW 4,012- SQUARE-FOOT COMMERCIAL BUILDING FOR A PAINT STORE 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 (CASE DP-2024-0009). (NK) On February 26, 2025, the Planning Commission considered the above-referenced application 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. 4) Stronger landscape treatment with layered plant materials is desirable along the North Palm Canyon Drive frontage. An excerpt from the draft February 26, 2025 Planning Commission meeting minutes is attached to this memorandum (Attachment 4). RECOMMENDATION: The Planning Commission adopt the attached draft resolution and approve the project subject to the conditions of approval recommended by staff (Attachment 3). Planning Commission Meeting March 25, 2025 Case No. DP-2024-0009 Page 2 ANALYSIS: In response to the comments provided by the Planning Commission at the February 26, 2025 Planning Commission meeting, the applicant has made the following changes to the development proposal: Summary of Changes Development Features Previous Proposal Revised Proposal Staff Comments Entrance on the West/North Palm Canyon Drive Frontage & Floor Plan The entrance door on the North Palm Canyon Drive frontage was directly leading to the back of the house, and it was not inviting to the customers who would visit the site from the street side. Inconsistencies in the information presented on the plans raised concern regarding the functionality of the west entrance (e.g. a lack of pedestrian path). The previously proposed entrance door was slightly moved towards the south and a cased opening is proposed to separate the entrance area from the back of the house. The plans show a pedestrian path leading from the building to the street sidewalk. The revised plan depicts more defined separation between the back of the house and the entrance. The spatial separation can be further stressed by adding a door to the cased opening which would lead visitors more directly to the main floor and deliver stronger sense of arrival. A pedestrian path connecting the building and sidewalk is depicted on the plans. An additional condition of approval (PLN 10) is recommended which requires the door facing North Palm Canyon Drive to be kept open during business hours. Glazing (West/North Palm Drive Elevation) The glazing area was limited to the door and clearstory windows. The Planning Commission required the glazing area to be expanded. In addition to the previously proposed glazing area, four (4) window systems have been added to the elevation. Additional glazing provides increased visibility, contributes to enhanced pedestrian experience, and activates the streetscape along North Palm Canyon Drive. Planning Commission Meeting March 25, 2025 Case No. DP-2024-0009 Page 3 Summary of Changes Development Features Previous Proposal Revised Proposal Staff Comments Landscape (West/North Palm Canyon Drive Elevation) The proposed landscape design consisted of two (2) rows of Ocotillo and Lantana. The Planning Commission required stronger landscape treatment with layered plant materials. Placement of a row of Beaked Yucca against the building, and a cluster of Golden Barrel Cactus along the sidewalk. Century Plant has been added for an accent. The quantity of plant materials has increased. The revised landscape plan shows more complex plant layering and arrangement, and the plant palette consists of materials that are more visually interesting. The quantity of Beaked Yucca can be reduced so that they would function more as an accent, and a different type of plant material can be added to the palette for additional details and plant diversity. The landscape design plan will be reviewed by the ARC through an Architectural Review application. Parking Lot Design Two (2) end parking stalls facing the building did not meet the minimum width requirement of 11 feet. Alternatively, two- foot-wide pedestrian paths could be provided adjacent to such stalls. The curbs of planting beds adjacent to the parking stalls have been widened to 2 feet. The parking design meets the code- requirement, and the previously recommended Condition of Approval has been removed. Parking Lot Landscape The previous plan included 3 Flame Trees and 8 Evergreen Pear. Concern relating to the growth habit The quantity of Flame Tree and Evergreen Pear has been reduced to 1 and 5, respectively. The amount of parking lot shade has been reduced from the previously proposed approximately 66% to 53%; however, it is still Planning Commission Meeting March 25, 2025 Case No. DP-2024-0009 Page 4 Summary of Changes Development Features Previous Proposal Revised Proposal Staff Comments and maintenance demand of Flame Tree was raised by a Planning Commissioner. in conformance with the minimum zoning code requirement which is 30%. Outdoor Lighting Fixture Details The graphic images of the proposed outdoor lighting fixtures were not included in the submittal. Manufacturers’ specifications have been submitted. The previously submitted photometric plan has been revised; however, it does not fully meet the zoning code requirements. Staff is recommending a condition of approval which requires the outdoor lighting to be in conformance with the City’s Outdoor Lighting Standards (PSZC Section 93.21.00). As conditioned, the project meets the zoning requirement. CONCLUSION: The applicant has revised the previously proposed plans based on the comments received at the February 25, 2025 Planning Commission meeting. The proposed changes are adequate to address the Planning Commission’s comments. Therefore, staff recommends that the Planning Commission approve the Major Development Permit application, Case DP-2024-0009, subject to the conditions of approval recommended by staff (Attachment 3). PREPARED BY: Noriko Kikuchi, AICP, Associate Planner REVIEWED BY: Christopher Hadwin, AICP, Director of Planning Services Planning Commission Meeting March 25, 2025 Case No. DP-2024-0009 Page 5 ATTACHMENTS: 1. Vicinity Map 2. Aerial Map 3. Draft Resolution & Conditions of Approval 4. Draft February 26, 2025 Planning Commission Excerpt of Minutes 5. February 26, 2025 Planning Commission Staff Report (Excludes attachments) 6. Outdoor Lighting Fixtures 7. Plans (REVISED) 8. Plans (SUPERSEDED) Department of Planning Services Vicinity Map CITY OF PALM SPRINGS Case DP-2024-0009 Sherwin-Williams Paint Store APN: 505-184-028 Project Site N. Palm Canyon Dr. E. Stevens Rd. N. Indian Canyon Dr. RESOLUTION NO. A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM SPRINGS, CALIFORNIA, APPROVING MAJOR DEVELOPMENT PERMIT APPLICATION, CASE DP-2024-0009, TO CONSTRUCT A 4,012-SQUARE-FOOT COMMERCIAL BUILDING ON A 0.38-ACRE UNDEVELOPED PARCEL LOCATED NEAR THE SOUTHEAST CORNER OF NORTH PALM CANYON DRIVE AND WEST STEVENS ROAD (APN: 505-184-028), ZONE C-1, SECTION 10. WHEREAS, McWhirter Realty Partners, (the “Applicant”) has filed Case DP-2024-0009, a Major Development Permit Application, in accordance with Section 94.04.00 (Development Permit) of the Palm Springs Zoning Code to construct a 4,012-SF commercial building for a Sherwin-Williams paint store at a 0.38-acre undeveloped parcel located near the southeast corner of North Palm Canyon Drive and West Stevens Road (APN: 505-184-028), Zone C-1; and WHEREAS, notice of a public meeting of the Planning Commission of the City of Palm Springs to consider the above-mentioned application was given in accordance with applicable law; and WHEREAS, on February 26, 2025, a public meeting on Case DP-2024-0009 was held by the Planning Commission in accordance with applicable law, and 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 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; and WHEREAS, on March 25, 2025, a public meeting on Case DP-2024-0009 was held by the Planning Commission in accordance with applicable law; and WHEREAS, the proposed project is considered a “project” pursuant to the terms of the California Environmental Quality Act (“CEQA”), and it is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15332 of Title 14, Chapter 3 of the California Code of Regulations (Class 32, In-Fill Development Projects); and WHEREAS, the Planning Commission has carefully reviewed and considered all of the evidence presented in connection with the meeting on the Project, including but not Planning Commission Resolution No. March 25, 2025 Case DP-2024-0009 Page 2 limited to the staff report, all environmental data including the environmental assessment prepared for the project and all written and oral testimony presented. THE PLANNING COMMISSION HEREBY FINDS AS FOLLOWS: Section 1: Major Development Permit Findings. The required Findings for a Major Development Permit approval are outlined in Section 94.04.01(D) (Development Permit – Criteria and Findings) of the Palm Springs Zoning Ordinance (PSZO) as follows: 1. The proposed project is consistent with the General Plan and any applicable specific plan; One of the intended uses of the MU land use designation area is community-serving retail commercial (Palm Springs 2040 General Plan, page 2-15), which is consistent with the proposed use. The maximum Floor Area Ratio (FAR) allowed for non-residential uses in the MU designation area is 0.50, and the project meets this density requirement also since 0.24 FAR is proposed. 2. The proposed uses are in conformance to the use permitted in the zone district where the site is located, and are not detrimental to adjacent properties or residents; Pursuant to PSZC Section 92.12.01(A)(29), the proposed use is permitted by right in the C-1 Zone. The proposed use is a retail store, and there are no industrial activities (e.g. paint manufacturing) proposed at the site. The site is located on a prominent commercial corridor, and the proposed use is comparable to other retail uses. Hence, the use will not create detrimental impacts on the adjacent properties or residents. 3. The proposed project is in conformance to the property development standards for the zone district where the site is located; The proposed project meets the C-1 Zone development standards except for the outdoor lighting. The proposed outdoor lighting does not fully meet the applicable development standards; however, the implementation of condition of approval PLN 1 would address this issue. Such a feature can be modified to conform to the zoning code without requiring significant changes or altering the character of the project. Therefore, the proposed project meets this finding as conditioned. 4. The proposed height and massing of the project is consistent with Planning Commission Resolution No. March 25, 2025 Case DP-2024-0009 Page 3 applicable standards and compatible with adjacent development; The proposed 18-foot-high single-story building is less than the maximum building height permitted in the C-1 zone which is 30 feet. The site abuts single-story buildings on all sides except for the west side. While the size of the proposed building is slightly larger (by 1,200 ~ 1,400 SF) than the abutting developments to the north and south due to its larger lot size, the massing of the proposed building is relatively compatible with the adjacent developments, and it is contextually appropriate. 5. The proposed setbacks and placement of the building are consistent with applicable standards and consistent with setbacks of adjacent buildings; The proposed project meets the C-1 Zone minimum yard setback requirements. Generally, the project proposes wider setbacks than the abutting properties. The front yard setback is compatible with the adjacent developments which provide zero (North) and approximately 17 feet (South). 6. The site for the proposed project has adequate access to streets and highways property designed and improved to carry the type and quantity of traffic to be generated by the proposed uses, and the design for the site plan enhances or continues the city’s existing grid in accordance with the Circulation Plan of the General Plan; The site is easily accessible from North Palm Canyon Drive, and the street is adequate to accommodate the amount of traffic expected to be generated by the proposed project. There are two existing driveway approaches at the site that are nonconforming to the current City standards, which will be reconstructed in accordance with the current design standards as a part of the project. The project site is an existing lot, and it will not affect the existing circulation grid and transportation pattern. As stipulated in Conditioned (ENG 3), a 5-foot-wide dedication may be required to provide the ultimate half street right-of-way width of 50 feet. Traffic and access will be adequate with the dedication and widening of North Palm Canyon Drive per the condition of approval. 7. On-site circulation conforms to minimum standards, and accommodations are made for safe on-site pedestrian circulation; The proposed on-site circulation meets the minimum off-street parking standards such as the driveway width and separation distance requirement between the two (2) driveway approaches. Additionally, the project proposes a designated pedestrian path at the northeast corner of the building for access to the parking spaces located farthest from the building. Planning Commission Resolution No. March 25, 2025 Case DP-2024-0009 Page 4 8. Landscape areas and open space are in conformance to applicable standards, and the design of stormwater management features are appropriately integrated with other elements of the site design; The project site is designed with a 5-foot-wide landscape buffer, and 53% of the proposed parking area will be shaded. The preliminary grading plan indicates that the water collected on-site will be directed towards the stormwater drainage chamber located at the southwest corner of the site via sloped ground surface and a landscape drainage located in the north planting bed. Considering the proposed grading and site design, the locations of the stormwater management features are appropriate. 9. Public infrastructure, such as water, sewer, and similar utilities, is adequate to serve the proposed project; The project site is immediately adjacent to a major thoroughfare in an urbanized area, and it is accessible to public utilities and infrastructure. 10. Based on environmental review, the proposed project either has no potentially significant environmental impacts, any potentially significant impacts have been reduced to less than significant levels because of mitigation measures incorporated in the project, or a Statement of Overriding Considerations has been adopted to address unmitigated significant environmental impacts; The proposed development is considered a “project” pursuant to the terms of the California Environmental Quality Act (“CEQA”), and has been determined to be categorically exempt pursuant to Section 15332 of the CEQA Guidelines (Class 32, In-fill Development Projects) due to the following reasons: 1) The project is consistent with the applicable General Plan and all applicable General Plan policies, as well as the applicable zoning designation and regulations; 2) The project site is less than five acres in size and located in an urbanized area within the City limit; 3) The project site does not have any value as a habitat for endangered, rare of threatened species; 4) Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality; and 5) The site can be adequately served by all required utilities and public services. 11. The proposed project has no unacceptable adverse effects on public welfare, health or safety. The proposed project is consistent with the intent and policies of the General Plan and zoning code, including the C-1 Zone development Planning Commission Resolution No. March 25, 2025 Case DP-2024-0009 Page 5 standards as conditioned. In addition to the adequate separation distance provided between the site and its abutting properties, the proposed building is compatible with the surrounding developments in terms of massing and scale. Additionally, the proposed retail use at the site is comparable to other commercial uses that are found on North Palm Canyon Drive, which is the most prominent commercial corridor in the City. Finally, the project will be implemented in accordance with applicable law to ensure the public welfare, health, or safety such as the Building Code and Fire Department regulations. NOW, THEREFORE, BE IT RESOLVED that, based upon the foregoing, the Planning Commission hereby approves Case DP-2024-0009, a Major Development Permit, for the construction of a 4,012-square-foot commercial building for a Sherwin-Williams paint store on a 0.35-acre undeveloped parcel located near the southeast corner of North Palm Canyon Drive and West Stevens Road (APN: 505-184-028) subject to those conditions set forth in the Exhibit A. ADOPTED THIS 25th DAY of March, 2025. AYES: NOES: ABSENT: ABSTAIN: ATTEST: CITY OF PALM SPRINGS, CALIFORNIA _____ Christopher Hadwin Director of Planning Services 1 RESOLUTION NO. _______ EXHIBIT A Sherwin-Williams Paint Store APN: 505-184-028 Major Development Permit No. 2024-0009 (DP-2024-0009) March 25, 2025 CONDITIONS OF APPROVAL Before final acceptance of the project, all conditions listed below shall be completed to the satisfaction of the City Engineer, the Director of Planning Services, the Director of Building and Safety, the Chief of Police, the Fire Chief or their designee, depending on which department recommended the condition. Any agreements, easements or covenants required to be entered into shall be in a form approved by the City Attorney. ADMINISTRATIVE CONDITIONS ADM 1. Project Description. This approval is for the project described per Case DP- 2024-0009; except as modified with the conditions below; ADM 2. Reference Documents. The site shall be developed and maintained in accordance with the approved plans, including site plans, architectural elevations, exterior materials and colors, landscaping, and grading on file in the Department of Planning Services except as modified by the approved conditions below. ADM 3. Conform to all Codes and Regulations. The project shall conform to the conditions contained herein, all applicable regulations of the Palm Springs Zoning Ordinance, Municipal Code, and any other City County, State and Federal Codes, ordinances, resolutions and laws that may apply. ADM 4. Minor Deviations. The Director of Planning Services or designee may approve minor deviations to the project description and approved plans in accordance with the provisions of the Palm Springs Zoning Code. ADM 5. Indemnification. The owner shall defend, indemnify, and hold harmless the City of Palm Springs, its agents, officers, and employees from any claim, action, or proceeding against the City of Palm Springs or its agents, officers or employees to attach, set aside, void or annul, an approval of the City of Palm Springs, its legislative body, advisory agencies, or administrative officers concerning Case DP-2024-0009. The City of Palm Springs will promptly notify the applicant of any such claim, action, or proceeding against Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 2 the City of Palm Springs and the applicant will either undertake defense of the matter and pay the City's associated legal costs or will advance funds to pay for defense of the matter by the City Attorney. If the City of Palm Springs fails to promptly notify the applicant of any such claim, action or proceeding or fails to cooperate fully in the defense, the applicant shall not, thereafter, be responsible to defend, indemnify, or hold harmless the City of Palm Springs. Notwithstanding the foregoing, the City retains the right to settle or abandon the matter without the applicant's consent, but should it do so, the City shall waive the indemnification herein, except, the City's decision to settle or abandon a matter following an adverse judgment or failure to appeal, shall not cause a waiver of the indemnification rights herein. ADM 6. Maintenance and Repair. The property owner(s) and successors and assignees in interest shall maintain and repair the improvements including and without limitation all structures, sidewalks, bikeways, parking areas, landscape, irrigation, lighting, signs, walls, and fences between the curb and property line, including sidewalk or bikeway easement areas that extend onto private property, in a first class condition, free from waste and debris, and in accordance with all applicable law, rules, ordinances and regulations of all federal, state, and local bodies and agencies having jurisdiction at the property owner’s sole expense. This condition shall be included in the recorded covenant agreement for the property if required by the City. ADM 7. Time Limit for Development. The time limit for the commencement of construction under a Development Permit approval shall be two (2) years from the effective date of the approval. Extensions of time may be granted pursuant to the requirements of PSZC Section 94.12.00. The time extension application must be filed at least 60 days before the entitlement is due to expire. ADM 8. Effective Date. This Development Permit approval shall become effective after an elapsed period of six (6) months from the date of the decision of the approval authority or after the approval of the associated Major Architectural Review application, whichever occurs first. ADM 9. Right to Appeal. The decision of the Planning Commission regarding this Development Permit application shall be final unless appealed to the City Council. The appeal procedure shall be pursuant to Chapter 2.05 of the Palm Springs Municipal Code. Permits will not be issued until the appeal period has concluded. ADM 10. Public Art Fees. This project shall be subject to Chapters 2.24 and 3.37 of the Municipal Code regarding public art. The project shall either provide public art or payment of an in-lieu fee. In the case of the in-lieu fee, the fee shall be based upon the total Building Permit valuation as calculated pursuant to the valuation table in the Uniform Building Code, the fee being 1/2% for commercial projects or 1/4% for residential projects with first $100,000 of total Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 3 building permit valuation for individual single-family units exempt. Should the public art be located on the project site, said location shall be reviewed and approved by the Director of Planning Services and the Public Arts Commission, and the property owner shall enter into a recorded agreement to maintain the artwork and protect the public rights of access and viewing. ADM 11. Comply with City Noise Ordinance. This use shall comply with the provisions of Section 11.74 Noise Ordinance of the Palm Springs Municipal Code. Violations may result in revocation of this Conditional Use Permit. ENVIRONMENTAL ASSESSMENT CONDITIONS ENV 1. California Fish & Game Fees Required. Filing of a Notice of Determination (NOD) is required for the project. Applicant shall submit a required filing fee to the Department of Planning Services immediately after the Major Architectural Review application is approved. ENV 2. Coachella Valley Multiple-Species Habitat Conservation Plan (CVMSHCP) Local Development Mitigation Fee (LDMF) required. All projects within the City of Palm Springs, not within the Agua Caliente Band of Cahuilla Indians reservation are subject to payment of the CVMSHCP LDMF prior to the issuance of certificate of occupancy. ENV 3. Cultural Resource – Discovery of Human Remains. Should human remains be discovered during construction of the proposed project, the project contractor would be subject to either the State law regarding the discovery and disturbance of human remains or the Tribal burial protocol. In either circumstance all destructive activity in the immediate vicinity shall halt and the County Coroner shall be contacted pursuant to State Health and Safety Code §7050.5. If the remains are determined to be of Native American origin, the Native American Heritage Commission (NAHC) shall be contacted. The NAHC will make a determination of the Most Likely Descendent (MLD). The City and Developer will work with the designated MLD to determine the final disposition of the remains. ENV 4. Cultural Resource Survey Required. Prior to any ground disturbing activity, including clearing and grubbing, installation of utilities, and/or any construction related excavation, an Archaeologist qualified according to the Secretary of the Interior’s Standards and Guidelines, shall be employed to survey the area for the presence of cultural resources identifiable on the ground surface. ENV 5. Cultural Resource Site Monitoring. There is a possibility of buried cultural or Native American tribal resources on the site. A Native American Monitor shall be present during all ground-disturbing activities. (check for duplication in engineering conditions) Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 4 a. The presence of an approved Agua Caliente Native American Cultural Resource Monitor(s) during any ground disturbing activities (including archaeological testing and surveys). Should buried cultural deposits be encountered, the Monitor may request that destructive construction halt and the Monitor shall notify a Qualified Archaeologist (Secretary of the Interior’s Standards and Guidelines) to investigate and, if necessary, prepare a mitigation plan for submission to the State Historic Preservation Officer and the Agua Caliente Tribal Historic Preservation Office. b. Two copies of any cultural resource documentation generated in connection with this project, including reports of investigations, record search results and site records/updates shall be forwarded to the Tribal Planning, Building, and Engineering Department and one copy to the City Planning Department prior to final inspection. PLANNING DEPARTMENT CONDITIONS PLN 1. Outdoor Lighting Conformance. Outdoor lighting shall fully conform to the requirements of the Outdoor Lighting Standards (PSZC Section 93.21.00). Outdoor lighting shall not produce disability glare, discomfort glare, light trespass, and/or light pollution as defined in Palm Springs Zoning Code Sections 93.21.00(A)(7), (8), (9), and (10). PLN 2. Water Efficient Landscaping Conformance. The project is subject to the Water Efficient Landscape Ordinance (Chapter 8.60.00) of the Palm Springs Municipal Code and all other water efficient landscape ordinances. The applicant shall submit a landscape document package prepared in accordance with PSMC Section 8.60.050(a) to the Department of Planning Services for a review after the final landscape plan is approved via a Major Architectural Review application review. PLN 3. Final Landscape Plan. The final landscape plan approved by the City shall be approved by the Riverside County Agricultural Commissioner’s Office. Applicant shall submit a proof of the approval to the Department of Planning Services. PLN 4. Sign Application Required. Signage shall be reviewed and approved via a Sign Permit application in accordance with PSZC Section 93.20.00. PLN 5. Screen Roof-mounted Equipment. All rooftop mechanical equipment shall be screened in accordance with PSZC Section 93.03.00. PLN 6. Surface Mounted Downspouts Prohibited. No exterior downspouts shall be permitted on any facade on the proposed building. Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 5 PLN 7. Exterior Alarms & Audio Systems. No sirens, outside paging or any type of signalization will be permitted, except approved alarm systems. PLN 8. Outside Storage and Display Prohibited. Outside storage and/or display of all goods, including merchandise and materials, is prohibited, unless such an activity is first reviewed and approved by the Department of Planning Services. PLN 9. Major Architectural Review Approval Required. In conjunction with this Major Development Permit application approval, the proposed project requires the approval of a Major Architectural Review application by the Architectural Review Committee (ARC). Applicant shall obtain Major Architectural Review approval. PLN 10. Door on the North Palm Canyon Drive Frontage. The entrance door on the North Palm Canyon Drive (West) elevation shall be kept open during business hours. BUILDING & SAFETY CONDITIONS The Following Standard Building & Safety Conditions of Approval are applicable to this project: BLDG 1. Separate permits are required for trash enclosures, signs, PV (Photovoltaic), and construction trailers. BLDG 2. Grading & ROW permits are to be issued by the Department of Engineering Services. BLDG 3. Utilities on the utility side of any meter are to be arranged with the respective Utility Company. Any utilities after a meter will be included in the Building & Safety Department’s scope of work for inspections. General Conditions 1. Shall comply with the latest adopted edition of the following codes as applicable: A. 2022 California Building Code B. 2022 California Electrical Code C. 2022 California Mechanical Code D. 2022 California Plumbing Code E. 2022 California Energy Code F. 2022 California Fire Code G. 2022 California Green Building Standards Code Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 6 2. Any temporary building, trailer, commercial coach, etc. installed and/or used in connection with a construction project shall comply with the City Code. 3. All exterior lighting shall be oriented, directed, and/or shielded as much as possible so that direct illumination does not infringe onto adjoining properties. 5. All development impact fees including but not limited to TUMF, CVMSHCP, Sewer Connection and Public Arts shall be paid at time of permit issuance. ENGINEERING DIVISION CONDITIONS Before final acceptance of the project, all conditions listed below shall be completed to the satisfaction of the City Engineer. All Grading Plans, Improvement Plans, Required Studies and Documents listed below, must be submitted to Engineering Services Department for review and approval. STREETS ENG 1. Any improvements within the public right-of-way require a City of Palm Springs Encroachment Permit. All improvements are subject to inspection and a 48-hour inspection notification is required. ENG 2. The Engineering Services Department recommends deferral of off-site improvement items (identified as “Deferred”) at this time due to lack of full improvements in the immediate area. The owner shall execute a street improvement covenant agreeing to construct all required street improvements upon the request of the City of Palm Springs City Engineer at such time as deemed necessary. The covenant shall be executed and notarized by the property owner(s) prior to approval of the Grading Plan or issuance of grading or building permits. A current title report; or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A covenant preparation fee in effect at the time that the covenant is submitted shall be paid by the applicant. NORTH PALM CANYON DRIVE ENG 3. Dedicate additional right-of-way to provide the ultimate half street right-of- way width of 50 feet along the entire frontage if needed as determined by the City Engineer or their designee. A current title report; or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A right-of-way plan check fee shall be paid by the applicant in effect at the time that the dedication is submitted. “Deferred” Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 7 ENG 4. Submit street improvement plans prepared by a registered California civil engineer to the Engineering Services Department. The plan(s) shall be approved by the City Engineer prior to issuance of any encroachment or building permits. “Deferred” ENG 5. Remove the existing curb, driveway approaches and sidewalk located 30 feet east of centerline and replace with an 8 inch curb and gutter, driveway approaches and sidewalk to be located at 38 feet east of centerline along the entire frontage in accordance with City of Palm Springs Standard Drawing No.200, 201 and 210. “Deferred” ENG 6. Construct pavement with a minimum pavement section of 5 inches asphalt concrete pavement over 4 inches crushed miscellaneous base with a minimum subgrade of 24 inches at 95% relative compaction, or equal, from edge of proposed gutter to clean sawcut edge of pavement along the entire frontage in accordance with City of Palm Springs Standard Drawing No. 110. (Additional pavement removal and replacement may be required upon review of existing pavement cross-sections, and to ensure grade breaks of the pavement cross-section do not occur within a travel lane.) If an alternative pavement section is proposed, the proposed pavement section shall be designed by a California registered Geotechnical Engineer using "R" values from the project site and submitted to the City Engineer for approval. “Deferred” ENG 7. Remove existing driveway approaches (they do not meet current ADA standards) and construct new driveway approaches in accordance with City of Palm Springs Standard Drawing No. 201. ENG 8. Remove and replace existing asphalt concrete pavement where required, in accordance with applicable City standards. ENG 9. All broken or off grade street improvements along the project frontage shall be repaired or replaced. ON-SITE ENG 10. The on-site layout of drive aisles and parking spaces are subject to further review and approval by the City Engineer. Adjustment of, deletion or relocation of proposed parking spaces may be required during review and approval of construction plans for on-site improvements, as required by the City Engineer. Approval of the preliminary site plan does not constitute approval of the on-site layout of streets and parking spaces as proposed. ENG 11. If any new pavement is to be constructed as part of the project, the minimum pavement section for all on-site pavement for the drive aisles, Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 8 parking spaces, etc. shall be 2-1/2 inches asphalt concrete pavement over 4 inches crushed miscellaneous base with a minimum subgrade of 24 inches at 95% relative compaction, or equal. If an alternative pavement section is proposed, the proposed pavement section shall be designed by a California registered Geotechnical Engineer using "R" values from the project site and submitted to the City Engineer for approval. ENG 12. On-site drive aisles and parking lot shall be constructed with curbs, gutters, and cross-gutters, as necessary to accept and convey street surface drainage of the on-site streets to the on-site drainage system, in accordance with applicable City standards. SANITARY SEWER ENG 13. All sanitary facilities shall be connected to the public sewer system. New laterals shall not be connected at manholes. GRADING ENG 14. Submit a Precise Grading Plan prepared by a California licensed civil engineer to the Engineering Services Department for review and approval. The plan shall be approved by the City Engineer prior to grading permit issuance. a. A Fugitive Dust Control Plan shall be prepared by the applicant and/or its grading contractor and submitted to the Engineering Services Department for review and approval. The applicant and/or its grading contractor shall be required to comply with Chapter 8.50 of the City of Palm Springs Municipal Code, and shall be required to utilize one or more “Coachella Valley Best Available Control Measures” as identified in the Coachella Valley Fugitive Dust Control Handbook for each fugitive dust source such that the applicable performance standards are met. The applicant’s or its contractor’s Fugitive Dust Control Plan shall be prepared by staff that has completed the South Coast Air Quality Management District (AQMD) Coachella Valley Fugitive Dust Control Class. The applicant and/or its grading contractor shall provide the Engineering Services Department with current and valid Certificate(s) of Completion from AQMD for staff that have completed the required training. For information on attending a Fugitive Dust Control Class and information on the Coachella Valley Fugitive Dust Control Handbook and related “PM10” Dust Control issues, please contact AQMD at (909) 396-3752, or at http://www.AQMD.gov. A Fugitive Dust Control Plan, in conformance with the Coachella Valley Fugitive Dust Control Handbook, shall be submitted to and approved by the Engineering Services Department prior to approval of the Grading plan. Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 9 b. The first submittal of the Grading Plan shall include the following information: a copy of final approved conformed copy of Conditions of Approval; a copy of a final approved conformed copy of the Site Plan; a copy of current Title Report; a copy of Soils Report. ENG 15. In accordance with an approved PM-10 Dust Control Plan, temporary dust control perimeter fencing shall be installed at the limits of grading and/or disturbed areas. Fencing shall have screening that is tan in color; green screening will not be allowed. Temporary dust control perimeter fencing shall be installed after issuance of Grading Permit and immediately prior to commencement of grading operations. ENG 16. Temporary dust control perimeter fence screening shall be appropriately maintained, as required by the City Engineer. Cuts (vents) made into the perimeter fence screening shall not be allowed. Perimeter fencing shall be adequately anchored into the ground to resist wind loading. ENG 17. Within 10 days of ceasing all construction activity and when construction activities are not scheduled to occur for at least 30 days, the disturbed areas on-site shall be permanently stabilized, in accordance with Palm Springs Municipal Code Section 8.50.022. Following stabilization of all disturbed areas, perimeter fencing shall be removed, as required by the City Engineer. ENG 18. In accordance with City of Palm Springs Municipal Code, Section 8.50.022 (h), the applicant shall post with the City a cash bond of eight hundred dollars ($800) (if there is disturbance of 5,000 square feet or more) at the time of issuance of grading permit for mitigation measures for erosion/blowsand relating to this property and development. ENG 19. A Geotechnical/Soils Report prepared by a California registered Geotechnical Engineer shall be required for and incorporated as an integral part of the grading plan for the proposed development. A copy of the Geotechnical/Soils Report shall be submitted to the Engineering Services Department with the first submittal of a grading plan. (if required) ENG 20. The applicant shall provide all necessary geotechnical/soils inspections and testing in accordance with the Geotechnical/Soils Report prepared for the project. All backfill, compaction, and other earthwork shown on the approved grading plan shall be certified by a California registered geotechnical or civil engineer, certifying that all grading was performed in accordance with the Geotechnical/Soils Report prepared for the project. Documentation of all compaction and other soils testing are to be provided even though there may not be a grading plan for the project. Prior to issuance of Building Permits. Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 10 ENG 21. The applicant shall provide Grading Certification for all building (or structure) pads in conformance with the approved grading plan to the Engineering Services Department for review and approval prior to issuance of Building Permits. ENG 22. In cooperation with the California Agricultural Commissioner and the California Department of Food and Agriculture Red Imported Fire Ant Project, applicants for grading permits involving a grading plan and involving the export of soil will be required to present a clearance document from a Department of Food and Agriculture representative in the form of an approved “Notification of Intent To Move Soil From or Within Quarantined Areas of Orange, Riverside, and Los Angeles Counties” (Revised - RIFA Form CA-1) prior to approval of the Grading Plan (if required). The California Department of Food and Agriculture office is located at 6819 East Gage Avenue, Commerce, CA 90040 (Phone (760) 782-3271, (562) 505-6415), Sonia.Oran@cdfa.ca.gov. WATER QUALITY MANAGEMENT PLAN ENG 23. This project shall be required to install measures in accordance with applicable National Pollution Discharge Elimination System (NPDES) Best Management Practices (BMP’s) included as part of the NPDES Permit issued for the Whitewater River Region from the Colorado River Basin Regional Water Quality Control Board (RWQCB). The applicant is advised that installation of BMP’s, including mechanical or other means for pre-treating contaminated stormwater and non-stormwater runoff, shall be required. ENG 24. A Final Project-Specific Water Quality Management Plan (WQMP) shall be submitted to and approved by the City Engineer prior to issuance of approval of any grading plan. The WQMP shall address the implementation of operational Best Management Practices (BMP’s) necessary to accommodate nuisance water and storm water runoff from the site. Direct release of nuisance water to the adjacent property (or public streets) is prohibited. Construction of operational BMP’s shall be incorporated into the Precise Grading and Paving Plan. ENG 25. Prior to issuance of any grading or building permits, the property owner shall record a “Covenant and Agreement” with the County-Clerk Recorder or other instrument on a standardized form to inform future property owners of the requirement to implement and maintain the approved Final Project-Specific Water Quality Management Plan (WQMP). Other alternative instruments for requiring implementation of the approved Final Project-Specific WQMP include: requiring the implementation of the Final Project-Specific WQMP in Home Owners Association or Property Owner Association Covenants, Conditions, and Restrictions (CC&Rs); formation Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 11 of Landscape, Lighting and Maintenance Districts, Assessment Districts or Community Service Areas responsible for implementing the Final Project- Specific WQMP; or equivalent. Alternative instruments must be approved by the City Engineer prior to issuance of any grading or building permits. DRAINAGE ENG 26. All stormwater runoff passing through the site shall be accepted and conveyed across the property in a manner acceptable to the City Engineer. For all stormwater runoff falling on the site, on-site retention or other facilities approved by the City Engineer shall be required to contain the increased stormwater runoff generated by the development of the property. Provide a hydrology study to determine the volume of increased stormwater runoff due to development of the site, and to determine required stormwater runoff mitigation measures for the proposed development. The hydrology study shall be reviewed and approved prior to approval of any grading plan. Final retention basin sizing and other stormwater runoff mitigation measures shall be determined upon review and approval of the hydrology study by the City Engineer and may require redesign or changes to site configuration or layout consistent with the findings of the final hydrology study. No more than 40-50% of the street frontage parkway/setback areas should be designed as retention basins. On-site open space, in conjunction with dry wells and other subsurface solutions should be considered as alternatives to using landscaped parkways for on-site retention. ENG 27. The project is subject to flood control and drainage implementation fees pursuant to Resolution 14082. The acreage drainage fee at the present time is $10,961.65 per acre per Resolution No. 15189. Fees shall be paid prior to issuance of a building permit. ENG 28. All stormwater runoff across the property shall be accepted and conveyed in a manner acceptable to the City Engineer and released to an approved drainage system. Stormwater runoff may not be released directly to the adjacent streets without first intercepting and treating with approved Best Management Practices (BMPs). GENERAL ENG 29. Any utility trenches or other excavations within existing asphalt concrete pavement of off-site streets required by the proposed development shall be backfilled and repaired in accordance with City of Palm Springs Standard Drawing No. 115. ENG 30. All proposed utility lines shall be installed underground. Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 12 ENG 31. The record property owner shall enter into a covenant agreeing to underground all of the existing overhead utilities required by the Municipal Code in the future upon request of the City of Palm Springs City Engineer at such time as deemed necessary. The covenant shall be executed and notarized by the property owner and submitted to the City Engineer prior to issuance of a grading permit. A current title report or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A covenant preparation fee in effect at the time that the covenant is submitted shall be paid by the applicant. ENG 32. All existing utilities shall be shown on the improvement plans if required for the project. The existing and proposed service laterals shall be shown from the main line to the property line. ENG 33. Upon approval of any improvement plan (if required) by the City Engineer, the improvement plan shall be provided to the City in digital format, consisting of a DWG (AutoCAD drawing filetype) and PDF (Adobe Acrobat document filetype) formats. Variation of the type and format of the digital data to be submitted to the City may be authorized, upon prior approval by the City Engineer. ENG 34. The original improvement plans prepared for the proposed development and approved by the City Engineer (if required) shall be documented with record drawing “as-built” information and returned to the Engineering Services Department prior to issuance of a final certificate of occupancy. Any modifications or changes to approved improvement plans shall be submitted to the City Engineer for approval prior to construction. ENG 35. Nothing shall be constructed or planted in the corner cut-off area of any driveway which does or will exceed the height required to maintain an appropriate sight distance per City of Palm Springs Zoning Code Section 93.02.00, D. ENG 36. All proposed trees within the public right-of-way and within 10 feet of the public sidewalk and/or curb shall have City approved deep root barriers installed in accordance with City of Palm Springs Standard Drawing No. 904. MAP ENG 37. The existing parcels identified as Lots 2 and 3 of the Palm Springs Estates No. 3 Map, Map Book 17, Page 34 (APN #505-184-028), shall be merged. An application for a parcel merger shall be submitted to the Engineering Services Department for review and approval. A copy of a current title report and copies of record documents shall be submitted with the Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 13 application for the parcel merger. The application shall be submitted to and approved by the City Engineer prior to issuance of building permit. TRAFFIC ENG 38. A minimum of 48 inches of clearance for accessibility shall be provided on public sidewalks. Minimum clearance on public sidewalks shall be provided by either an additional dedication of a sidewalk easement if necessary and widening of the sidewalk, or by the relocation of any obstructions within the public sidewalk along the frontage of the subject property. ENG 39. All damaged, destroyed, or modified pavement legends, traffic control devices, signing, striping, and streetlights, associated with the proposed development shall be replaced as required by the City Engineer prior to issuance of a Certificate of Occupancy. ENG 40. Construction signing, lighting and barricading shall be provided during all phases of construction as required by City Standards or as directed by the City Engineer. As a minimum, all construction signing, lighting and barricading shall be in accordance with Part 6 “Temporary Traffic Control” of the California Manual on Uniform Traffic Control Devices (CAMUTCD), dated November 7, 2014, or subsequent editions in force at the time of construction. FIRE DEPARTMENT CONDITIONS: FID 1. These Fire Department conditions may not provide all requirements. Owner/developer is responsible for all applicable state and locally adopted fire codes. Detailed plans are still required for review. Conditions are subject to final plan check and review. FID 2. Fire Department Conditions were based on the 2022 California Fire Code as adopted by City of Palm Springs, Palm Springs Municipal Code, PSFD Appendix “T” Development Requirements and latest adopted NFPA Standards. A complete set of plans for fire sprinkler system plans, underground water improvement plans, & fire alarm plans must be submitted prior to a building permit being released. FID 3. Conditions of Approval – “Conditions of Approval” received from the Palm Springs Planning Department must be submitted with each plan set. Failure to submit will result in a delay of plan approval. Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 14 FID 4. Plans and Permits (CFC 105.1): Permits and scaled drawings are required for this project. Plan reviews can take up to 20 working days. Submit a minimum of three (3) sets of drawings for review. Upon approval, the Fire Prevention Bureau will retain one set. FID 5. Access During Construction (CFC 503): Access for firefighting equipment shall be provided to the immediate job site at the start of construction and maintained until all construction is complete. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet and an unobstructed vertical clearance of not less than 13'-6". Fire Department access roads shall have an all-weather driving surface and support a minimum weight of 73,000 lbs. FID 6. Required access (CFC 504.1): Exterior doors and openings required by this code or the California Building Code shall be maintained readily accessible for FID 7. Key Box Required to be Installed (CFC 506.1): Where access to or within a structure or an area is restricted because of secured openings or where immediate access is necessary for life-saving or fire-fighting purposes, the fire code official is authorized to require a key box to be installed in an approved location. The key box shall be flush mount type and shall contain keys to gain necessary access as required by the fire code official. Secured emergency access gates serving apartment, town home or condominium complex courtyards must provide a key box in addition to association or facility locks. The nominal height of Knox lock box installations shall be 5 feet above grade. Location and installation of Knox key boxes must be approved by the fire code official. FID 8. Key Box Contents (CFC 506.1): The Knox key box shall contain keys to all areas of ingress/egress, alarm rooms, fire sprinkler riser/equipment rooms, mechanical rooms, elevator rooms, elevator controls, plus a card containing the emergency contact people and phone numbers for the building/complex. FID 9. NFPA 13 Fire Sprinkler Systems Required: An automatic fire sprinkler system is required. Only a C-16 licensed fire sprinkler contractor shall perform system design and installation. System to be designed and installed in accordance with NFPA standard 13, 2016 Editions, as modified by local ordinance. Fire pumps maybe also be required due to the size of the building. Planning Commission Resolution No. _____ March 25, 2025 Case DP-2024-0009 15 FID 10. Fire Alarm Systems Required: An automatic or manual fire alarm system is required. Only a C-10 licensed fire alarm contractor shall perform system design and installation. System to be designed and installed in accordance with NFPA standard 72, 2016 editions, as modified by local ordinance. FID 11. Turning Radius: Fire access road turns and corners shall be designed with a minimum inner radius of 25 feet and an outer radius of 43 feet. FID 12. Dead Ends: Dead-end fire apparatus roads in excess of 150 feet in length shall be provided with an approved area for turning around a fire apparatus. FID 13. Designated Fire Lanes: in private developments shall be not less than 24 feet wide (curb face to curb face) with no parking on either side and shall be identified as afire lanes with red curb, stating in white lettering “ NO PARKING FIRE LANE”, or by approved signage, or by both red curb with lettering and signage. FID 14. Fire Department Access Roads/Driveways: Shall be provided so that no portion of the exterior wall of the first floor of any building will be more than 150 feet from such roads. FID 5. Private Fire Hydrants: Additional private hydrants may be required. END OF CONDITIONS EXCERPT OF MINUTES At the Planning Commission meeting of the City of Palm Springs held on February 26, 2025, the Planning Commission took the following action: 4A. A REQUEST BY MCWHIRTER REALTY PARTNERS FOR APPROVAL OF A MAJOR DEVELOPMENT PERMIT (DP) TO CONSTRUCT A NEW 4,012- SQUARE-FOOT COMMERCIAL BUILDING FOR A SHERWIN-WILLIAMS PAINT STORE AT A 0.38-ACRE UNDEVELOPED PARCEL LOCATED NEAR THE SOUTHEAST CORNER OF NORTH PALM CANYON DRIVE AND EAST STEVENS ROAD, ZONE C-1, SECTION 10 (CASE DP-2024- 0009). (NK) Noriko Kikuchi, Associate Planner, presented the staff report and answered questions of the commission. Matt McWhirter, applicant, McWhirter Realty Partners, spoke and answered questions of the commission. Commissioner Rotman moved, seconded by Chair Weremiuk, to continue Item #4A with a recommendation that the applicant return with a reconfigured interior plan that accommodates both a more substantial front entrance with more glass, on Palm Canyon and in the back for the customers entering the east side of the building; and, to revisit the landscaping along Palm Canyon to provide more layering and interest. ACTION: Continued to a date uncertain. I, ANITA FIELDS, Administrative Specialist for the City of Palm Springs, hereby certify that the above action was taken by Planning Commission of the City of Palm Springs on the 26th day of February 26, 2025, by the following vote: AYES: WEREMIUK, AYLAIAN, ROTMAN, BAKER, MILLER, MORRILL, MURPHY NOES: NONE ABSENT: NONE ___________________________________ Anita Fields Administrative Specialist PLANNING COMMISSION STAFF REPORT DATE: February 26, 2025 NEW BUSINESS SUBJECT: A REQUEST BY MCWHIRTER REALTY PARTNERS FOR APPROVAL OF A MAJOR DEVELOPMENT PERMIT (DP) TO CONSTRUCT A NEW 4,012- SQUARE-FOOT COMMERCIAL BUILDING FOR A SHERWIN-WILLIAMS PAINT STORE AT A 0.38-ACRE UNDEVELOPED PARCEL LOCATED NEAR THE SOUTHEAST CORNER OF NORTH PALM CANYON DRIVE AND EAST STEVENS ROAD, ZONE C-1, SECTION 10 (CASE DP-2024- 0009). (NK) FROM: Department of Planning Services SUMMARY: This is a request for approval of a Major development Permit for a new 4,012-SF commercial building on a 0.38-acre undeveloped parcel (APN: 505-184-028) for a future Sherwin-Williams paint store. The project site is located on North Palm Canyon Drive in the C-1 (Retail Commercial) Zone. The following application has been filed in conjunction with this request: • AR-2025-0008 – Major Architectural Review Application ISSUES: 1. The photometric plan does not fully conform to the City’s outdoor lighting standards (PSZC Section 93.21.00) as submitted. 2. The two (2) 9-foot-wide end parking stalls facing the building do not meet the 11- foot minimum width requirement as required in PSZC Section 93.06.00(E)(13). RECOMMENDATION: The Planning Commission adopt the attached draft resolution and approve the project subject to the conditions of approval recommended by staff (Attachment 3), which include the following: 1. PLN 1. Outdoor Lighting Conformance. Outdoor lighting shall fully conform to the requirements of the Outdoor Lighting Standards (PSZC Section 93.21.00). Planning Commission Staff Report February 26, 2025 – Page 2 of 10 Case DP-2024-0009 Outdoor lighting shall not produce disability glare, discomfort glare, light trespass, and/or light pollution as defined in Palm Springs Zoning Code Sections 93.21.00(A)(7), (8), (9), and (10). Applicant shall submit a revised photometric plan along with light fixture specifications (e.g. manufacturer’s brochure) to the Department of Planning Services prior to the Architectural Review. 2. PLN 10. Parking Stall Width Requirement. Increase the width of the two (2) end parking spaces facing the building to 11 feet or increase the width of the adjacent planting bed curbs to 2 feet. Applicant shall submit a revised site plan and a landscape plan to the Department of Planning Services prior to the Architectural Review. SCOPE OF REVIEW: 1. The Planning Commission shall review the Development Permit application (Case DP-2024-0009) for conformance to the criteria listed in Palm Springs Zoning Code (PSZC) Section 94.04.01(D). BUSINESS PRINCIPAL DISCLOSURE: The property is owned by natural persons named Wayne Gottlieb and Margaret Gottlieb; therefore, the application is not subject to the disclosure requirement. PROJECT DESCRIPTION: The application proposes the construction of a new 4,012-SF single-story commercial building at the maximum building height of 18 feet on a 0.38-acre undeveloped parcel located near the southeast corner of North Palm Canyon Drive and East Stevens Road in the C-1 Zone. In addition to the building, the proposed site design includes a new parking lot for vehicles and bicycles, a new trash enclosure, and perimeter landscape. BACKGROUND INFORMATION: Related Relevant City Actions 10/23/2024 Pre-Submittal Conference (PRECON-2024-0027) was held for the proposed project. Most Recent Change of Ownership 07/19/2017 Wayne Gottlieb and Margaret Gottlieb Neighborhood Notice 02/20/2025 Notice emailed to Neighborhood Organizations within one (1) mile of the project site. Planning Commission Staff Report February 26, 2025 – Page 3 of 10 Case DP-2024-0009 Field Check 02/10/2025 Staff conducted a site visit to confirm the condition of the site. Existing Street Improvement Conditions Street Name Travel Lanes Curb & Gutter Sidewalk North Palm Canyon Drive Y Y Y DETAILS OF APPLICATION REQUEST: Site Area Net Acres 0.38 Acre (16,680 SF) Surrounding Property Existing Land Use Per Chapter 92 Existing General Plan Designation Existing Zoning Designation Subject Property Undeveloped Lot Mixed-Use/Multi- Use (MU) Retail Business (C-1) North Commercial (Professional Office) MU C-1 South Commercial (Contractor’s Office) MU C-1 East Multi-Family Residential (Apartments) MU (Multiple-Family Residential and Hotel) R-3 West Multi-Family Residential (“Aloe”) MU C-1/PD* 390 *Planned Development District General Plan Areas or Master Plan Areas Compliance Mixed/Multi-Use Area (General Plan) Y “R” Resort Overlay Zone Y DEVELOPMENT STANDARDS: Pursuant to PSZC Section 92.12.03, the following standards apply: Standard Required/ Allowed Provided Compliance Min. Lot Size 20,000 SF 16,680 SF Y* (*Legal Nonconforming) Min. Lot Width 100 Feet 120 Feet Y Min. Lot Depth 150 Feet 139.51 Feet Y* (*Legal Nonconforming) Planning Commission Staff Report February 26, 2025 – Page 4 of 10 Case DP-2024-0009 Standard Required/ Allowed Provided Compliance Min. Lot Frontage on Street 100 Feet 120 Feet Y Min. Setbacks • Front (West) • Side (North) • Side (South) • Rear (East) 5 Feet 0 Feet 0 Feet 20 Feet 5 Feet 24.8 Feet 25 Feet 74.5 Feet Y Y Y Y Max. Lot Coverage None 24.1 % N/A Min. Open Space None 20.7 % N/A Max. Building Height 30 Feet 18 Feet* *Excludes rooftop equipment screen height (4.5 Feet) Y Perimeter Wall Height • Front (West) • Side (North) • Side (South) • Rear (East) 4.5 Feet 4.5 ~ 6 Feet 4.5 ~ 6 Feet 6 Feet None Proposed None Proposed* 3.7 ~ Approx. 6 Feet (Existing) Approx. 6 Feet (Existing) *The existing perimeter wall along the north property line is located on the adjacent lot (1492 N. Palm Canyon Dr.) N/A N/A Y Y Trash Enclosure Screened 6’ High Screened 6’ High Y Mechanical Equipment Screened Screened Y Min. Building Area 2,000 SF 4.012 SF Y Pursuant to PSZC Section 93.06.00, the following parking standards apply: Parking Requirement Use SF or # of Units Parking Ratio Required Provided Comp. Reg. Handi- cap Reg. Handi- cap Hardware Store 4,012 SF 1 Space/ 300 SF (Gross)* 13.37 ≈ 13 14 TOTAL SPACES REQUIRED 13 14 Y Planning Commission Staff Report February 26, 2025 – Page 5 of 10 Case DP-2024-0009 Regular and Handicap Spaces Req. 12 1 13 1 Y Required EV Charging Space 1 1 Y *Zoning code does not provide the minimum parking requirement for a hardware store. Parking requirement is calculated at the ratio for “Retail Stores Not Otherwise Specified Herein” (PSZC Section 93.06.00.D.33) ANALYSIS: Site Plan: The project site is a 0.38-acre undeveloped parcel located on North Palm Canyon Drive near the southeast corner of North Palm Canyon Drive and East Stevens Road. As mentioned in the table above, the size and depth of the lot are legal nonconforming to the current C-1 Zone development standards. The proposed development features include a building, two driveway approaches, vehicle and bicycle parking, trash enclosure, and new landscape. The site is designed with two driveway approaches on the North Palm Canyon Drive frontage, and on-site circulation will be provided by a one-way driveway which extends from one driveway approach to another and wraps around the building. Off-street parking will be provided on both sides of the driveway, and the edge of the project site is designed with a 5-foot-wide landscape buffer. The property is currently located 45 feet away from the centerline of North Palm Canyon Drive. The ultimate half street right-of-way width is 50 feet along the street, and a 5-foot- wide right-of-way dedication may be required in the future at the discretion of the Department of Engineering Services. Such a determination will be made based on future needs as well as the existing development pattern along North Palm Canyon Drive. Mass and Scale: The project proposes a 4,012-SF single-story building at a maximum building height of 18 feet. The site abuts single-story buildings on all sides, and the proposed yard setbacks range from 24.8 feet to 74.5 feet while the code-required minimum rear and side yard setbacks are 20 feet and zero in the C-1 Zone, respectively. The proposed project meets the applicable setbacks, building height, and the C-1 Zone minimum building size requirement of 2,000 square feet. The lot size of the project site is larger than the abutting parcels to north and south, and the size of the proposed building is greater than the neighboring buildings. However, ample separation distance is provided between the site and the abutting properties, and the neighboring properties will not be negatively impacted by the massing and scale of the building. Buffers and Open Space: The proposed project site is designed with a 5-foot-wide landscape buffer on all sides. The project site boundary is currently defined by existing perimeter walls that are approximately 6 feet in height. The project is proposing the retention of the existing walls. There is no minimum open space requirement in the C-1 Zone. Per PSZC Section Planning Commission Staff Report February 26, 2025 – Page 6 of 10 Case DP-2024-0009 92.12.03(D)(2)(a), the 5-foot-wide front yard setback is required to be landscaped, and the project meets this requirement. Grading and Topography: The site’s natural topography is relatively flat, and it gradually slopes down from its northwest corner to the southeast corner by approximately 3 feet (approximately 2% in slope). The proposed building pad elevation is set at the highest elevation of the project site, which will be relatively close to the pad height of the adjacent property to the north (elevation difference of approximately 0.21 feet). The proposed elevation decreases as it moves towards south for stormwater management purposes, and it will reduce the elevation difference between the site and its abutting property to south which is located at a lower elevation. The finished floor elevation of the abutting property to the south is approximately 2.2 feet lower than the elevation proposed for the project. FINDINGS – DEVELOPMENT PERMIT: PSZC Section 94.04.01(D) requires the approval authority to evaluate the application and make findings for conformance to the following criteria: Criteria and Findings [PSZC 94.04.01(D)] Compliance 1. The proposed project is consistent with the General Plan and any applicable specific plan; Y One of the intended uses of the MU land use designation area is community-serving retail commercial (Palm Springs 2040 General Plan, page 2-15), which is consistent with the proposed use. The maximum Floor Area Ratio (FAR) allowed for non-residential uses in the MU designation area is 0.50, and the project meets this density requirement also since 0.24 FAR is proposed. 2. The proposed uses are in conformance to the use permitted in the zone district where the site is located, and are not detrimental to adjacent properties or residents; Y Pursuant to PSZC Section 92.12.01(A)(29), the proposed use is permitted by right in the C-1 Zone. The proposed use is a hardware and appliance retail store, and there are no industrial activities (e.g. paint manufacturing) proposed at the site. The site is located on a prominent commercial corridor, and the proposed use is comparable to other retail uses. Hence, the use will not create detrimental impacts on the adjacent properties or residents. 3. The proposed project is in conformance to the property development standards for the zone district where the site is located; Yes, as conditioned Planning Commission Staff Report February 26, 2025 – Page 7 of 10 Case DP-2024-0009 Criteria and Findings [PSZC 94.04.01(D)] Compliance As analyzed in the development standard analysis table on pages 3 through 5 of this staff report above, the proposed project meets the C-1 Zone development standards except for two items. The proposed outdoor lighting standards and the width of the end parking spaces do not meet the development standards as proposed; however, staff is recommending conditions of approval (PLN 1 and PLN 10) to address these issues. Such development features can be modified to conform to the zoning code without requiring significant changes or altering the character of the project. Therefore, the proposed project meets this finding as conditioned. 4. The proposed height and massing of the project is consistent with applicable standards and compatible with adjacent development; Y The proposed 18-foot-high single-story building is less than the maximum building height permitted in the C-1 zone which is 30 feet. The site abuts single-story buildings on all sides except for the west side. While the size of the proposed building is slightly larger (by 1,200 ~ 1,400 SF) than the abutting developments to the north and south, due to its larger lot size and the massing of the proposed building, it is compatible with the adjacent developments, and it is contextually appropriate. 5. The proposed setbacks and placement of the building are consistent with applicable standards and consistent with setbacks of adjacent buildings; Y The proposed project meets the C-1 Zone minimum yard setback requirements. Generally, the project proposes wider setbacks than the abutting properties. The front yard setback for the project is compatible with the adjacent existing developments which provide zero (North) and approximately 17 feet of setback (South). 6. The site for the proposed project has adequate access to streets and highways property designed and improved to carry the type and quantity of traffic to be generated by the proposed uses, and the design for the site plan enhances or continues the city’s existing grid in accordance with the Circulation Plan of the General Plan; Yes, as conditioned Planning Commission Staff Report February 26, 2025 – Page 8 of 10 Case DP-2024-0009 Criteria and Findings [PSZC 94.04.01(D)] Compliance The site is easily accessible from North Palm Canyon Drive, and the street is adequate to accommodate the amount of traffic expected to be generated by the proposed project. There are two existing driveway approaches at the site that are nonconforming to the current City standards, which will be reconstructed in accordance with the current design standards as a part of the project. The project site is an existing lot, and it will not affect the existing circulation grid and transportation pattern. As stipulated in Conditioned (ENG 3), a 5-foot-wide dedication may be required to provide the ultimate half street right-of-way width of 50 feet. Traffic and access will be adequate with the dedication and widening of North Palm Canyon Drive per the condition of approval. 7. On-site circulation conforms to minimum standards, and accommodations are made for safe on-site pedestrian circulation; Yes, as conditioned. The proposed on-site circulation meets the minimum off-street parking standards such as the driveway width and separation distance requirement between the two (2) driveway approaches. Additionally, the project proposes a designated pedestrian path at the northeast corner of the building for access to the parking spaces located farthest from the building. The two 9-foot-wide end parking spaces facing the building do not meet the minimum width requirement of 11 feet. To address this issue, staff is recommending a condition of approval (PLN 10), which requires the width of such stalls to be increased to 11 feet or increase the width of the adjacent planting bed curbs to 2 feet. As conditioned, the project meets this finding. 8. Landscape areas and open space are in conformance to applicable standards, and the design of stormwater management features are appropriately integrated with other elements of the site design; Y The project site is designed with a 5-foot-wide landscape buffer, and 65.9% of the proposed parking area will be shaded. The preliminary grading plan indicates that the water collected on-site will be directed towards the stormwater drainage chamber located at the southwest corner of the site via sloped ground surface and the landscape drainage improvements located in the north planting bed. Considering the proposed grading and site design, the locations of the stormwater management features are appropriate. 9. Public infrastructure, such as water, sewer, and similar utilities, is adequate to serve the proposed project; Y The project site is immediately adjacent to a major thoroughfare in an urbanized area, and it is accessible to public utilities and infrastructure. Planning Commission Staff Report February 26, 2025 – Page 9 of 10 Case DP-2024-0009 Criteria and Findings [PSZC 94.04.01(D)] Compliance 10. Based on environmental review, the proposed project either has no potentially significant environmental impacts, any potentially significant impacts have been reduced to less than significant levels because of mitigation measures incorporated in the project, or a Statement of Overriding Considerations has been adopted to address unmitigated significant environmental impacts; Y The proposed project is categorically exempt from a California Environmental Quality Act (CEQA) review pursuant to Section 15332 of the CEQA Guidelines (Class 32, In-Fill Development Projects) as explained in the Environmental Analysis section of this staff report below (page 9). The proposed project has no potentially significant environmental impacts. 11. The proposed project has no unacceptable adverse effects on public welfare, health or safety. Yes, as conditioned The proposed project is consistent with the intent and policies of the General Plan and zoning code, including the C-1 Zone development standards as conditioned. In addition to the adequate separation distance provided between the site and its abutting properties, the proposed building is compatible with the surrounding developments in terms of massing and scale. Additionally, the proposed retail use at the site is comparable to other commercial uses that are found on North Palm Canyon Drive, which is the most prominent commercial corridor in the City. Finally, the project will be implemented in accordance with applicable law to ensure the public welfare, health, or safety such as the Building Code and Fire Department regulations. ENVIRONMENTAL ANALYSIS: The proposed development is considered a “project” pursuant to the terms of the California Environmental Quality Act (“CEQA”), and has been determined to be categorically exempt pursuant to Section 15332 of the CEQA Guidelines (Class 32, In-fill Development Projects) due to the following reasons: 1) The project is consistent with the applicable General Plan and all applicable General Plan policies, as well as the applicable zoning designation and regulations; 2) The project site is less than five acres in size and located in an urbanized area within the City limit; 3) The project site does not have any value as a habitat for endangered, rare of threatened species; 4) Approval of the project would not result in any significant effects relating to traffic, noise, air quality, or water quality; and 5) The site can be adequately served by all required utilities and public services. CONCLUSION: The proposed project is generally consistent with the General Plan and meets the Planning Commission Staff Report February 26, 2025 – Page 10 of 10 Case DP-2024-0009 applicable development standards except for features such as outdoor lighting standards and the width of the end parking spaces, which will be addressed through conditions of approval. Although the outdoor lighting standards and the width of the end parking spaces do not meet the development standards as proposed, they can be modified to conform to the zoning code without requiring significant changes or altering the character of the project. Additionally, as stated above, the proposed project meets the criteria for approving a Major Development Permit application. Therefore, staff recommends that the Planning Commission approve the Major Development Permit application, Case DP- 2024-0009, subject to the conditions of approval recommended by staff (Attachment 3). REVIEWED BY: PREPARED BY: Noriko Kikuchi, AICP, Associate Planner REVIEWED BY: Christopher Hadwin, Director of Planning Services ATTACHMENTS: 1. Vicinity Map 2. Aerial Map 3. Draft Resolution & Conditions of Approval 4. Justification Letter 5. Site Photographs 6. Plans For more information visit our website: www.progresslighting.com Progress Lighting • 701 Millennium Boulevard • Greenville, SC 29607 Project: Fixture Type: Location: Contact: Images: Description: 6" downlight wall cylinders are ideal for a wide variety of interior and exterior applications including residential and commercial. The aluminum Cylinders offers a contemporary design with its sleek cylindrical form and elegant fade and chip resistant Metallic Gray finish, perfect for today's inspired exteriors. With over 1,050 lumens the LED Cylinders unite performance, energy savings and safety benefits. Specifications: • Metallic Gray (-82) (powder coat paint) • Die cast and extruded aluminum Construction • Metallic Gray finish. • Interior finish matches exterior finish. • Die-cast aluminum construction with durable powder coated finish • 1,050 lumens 29 lumens/watt (delivered) • 3000K color temperature, 90+ CRI • Dimmable to 10% brightness (See Dimming Notes) • Back plate covers a standard 4" octagonal recessed outlet box • Mounting strap for outlet box included • 6" of wire supplied • Meets California Title 24 high efficacy requirements for outdoor use only Performance: Number of Modules 1 Input Power 29.3w Input Voltage 120 V Input Frequency 60 Hz Lumens/LPW (Delivered) 1,050/29 (LM-79) CCT 3000 K CRI 90 CRI Life (hours) 60,000 (L70/TM-21) FCC FCC Title 47, Part 15, Class B Min. Start Temp -30 °C Max. Operating Temp 30 °C Warranty 5 year warranty Labels cCSAus Wet location listed Meets California Title 24 high efficacy requirements for outdoor use only Dimensions: Width: 6" Depth: 8-7/8" Height: 12" H/CTR: 4-1/2" One-Light Outdoor Wall mounted • Wet location listed P5641-82/30K For more information visit our website: www.progresslighting.com Progress Lighting • 701 Millennium Boulevard • Greenville, SC 29607 Dimming Notes: P5641 is designed to be compatible with many ELV/Reverse Phase controls. The following is a partial list of known compatible dimmer controls. Dimming Controls Lutron Diva DVELV-300P Lutron Nova NTELV-300 Lutron Vierti VTELV-600 Lutron MAELV-600 Lutron SPELV-600 Leviton AWRMG-EAW Leviton 6615-P Dimming capabilities will vary depending on the dimmer control, load, and circuit installation. Always refer to dimmer manufacturer instructions or a controls specialist for specific requirements. Dimmer control brand names where identified above are trade names or registered trademarks of each respective company. One-Light Outdoor Wall mounted • Wet location listed P5641-82/30K 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 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 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, 3/10/2025 3:30:12 PM, _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$TOPOGRAPHY & DEMOLITION PLANN PALM CANYON(HWY 111)S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 3/10/2025 3:30:24 PM, _AutoCAD PDF (General Documentation).pc3 T E E S E E S E E E 10"SS16"W1"W 6"W 1"W 1"W 15"IRSteering Angle Lock to Lock Time Articulating Angle WB-19 Trailer Track Tractor Track Trailer Width Tractor Width 19.494.00 Feet 8.53 8.53: 7.87 7.87 : : : 0.00 2.99 40.49 14.99 48.00 : : :6.0 s 28.3 deg 70.0 deg N Palm CanyonEV CHARGINGONLYE 8"SS 8"W 15"SD 3 OF 5 ãDEVELOPMENT PERMIT P$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, 3/10/2025 3:30:29 PM, _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$SITE SECTIONSSCALE: 1" =20' HORIZ. 1"=5' VERT. SCALE: 1" =20' HORIZ. 1"=5' VERT. S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 3/10/2025 3:30:39 PM, _AutoCAD PDF (General Documentation).pc3 PROFILE VIEW A-A, STA: 0+75 - 3+75 PROFILE VIEW B-B, STA: 0+85 - 2+60 E 8"SS 8"W 15"SD 5 OF 5 ãDEVELOPMENT PERMIT P$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, 3/10/2025 3:30:44 PM, _AutoCAD PDF (General Documentation).pc3 1 A1 1 A2 2 A2 2 A1 Finish Floor 0' -0" C.O. Lights 9' -0" T.O. Parapet 18' -0" ROOFTOP UNIT BEYOND S-1 M-1 V-1 EQUIPMENT SCREEN -M-2 L-1 ROOF LINE BEYOND L-1 B.O. Soffit 9' -4" S-3 1 A6 Finish Floor 0' -0" T.O. Wainscot 3' -4" B.O. Awning 9' -4" T.O. Storefront 9' -4" C.O. Lights 9' -0" T.O. Parapet 18' -0" V-1 ROOFTOP UNIT BEYOND S-3 V-1 S-1 S-3 S-1 S-1 M-1 EQUIPMENT SCREEN -M-2 L-1 SIGNAGE AREA ROOF LINE BEYOND ROOFTOP UNIT BEYOND ROOF DRAIN NOZZLE S-3 M-16"4' - 5 3/4"2 A6 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 - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 03/11/2025 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-1M-1M-1 S-3 ROOFTOP UNIT BEYOND EQUIPMENT SCREEN -M-2 S-1 2 A6 Finish Floor 0' -0" C.O. Lights 9' -0" T.O. Parapet 18' -0" ROOFTOP UNIT BEYOND S-3S-1 P-2 V-1 EQUIPMENT SCREEN -M-2 L-1 ROOF LINE BEYOND L-1L-3 S-1 1 A6 6"4' - 5 3/4"MARK DESCRIPTION MANUFACTURER & SPEC SAMPLE EXTERIOR FINISH SCHEDULE S-1 (P-1) STUCCO - FIELD (PAINT) TEXTURE: PEBBLE COAT COLOR: SHERWIN-WILLIAMS SW 6105 DIVINE WHITE S-2 (P-2) STUCCO -BAY (PAINT) TEXTURE: PEBBLE COAT COLOR: SHERWIN-WILLIAMS SW 7506 LOGGIA M-1 ANODIZED ALUMINUM COLOR: CLEAR ALUMINUM (STOREFRONT) TEXTURE: PEBBLE FINE COLOR: SHERWIN-WILLIAMS SW 7757 HIGH REFLECTIVE WHITE S-3 (P-3) V-1 CMU VENEER 3x8x16 1-SCORE SOLID STUCCO - FIELD (PAINT) M-2 CORRUGATED METAL COLOR: PAINTED P-3 MARK DESCRIPTION MANUFACTURER & SPEC EXTERIOR LIGHTING SCHEDULE L-1 L-2 EMERGENCY LIGHTING AT SOFFIT SURE-LITES SELW 25WH WALL MOUNTED DISTRIBUTION: DOWN COLOR: WHITE L-3 WALL PACK GE CURRENT EVOLVE EWLS L SERIES DISTRIBUTION: DOWN COLOR: BRONZE L-4 RECESSED LIGHTING SOFFIT GE CURRENT LUMINATION LRXB SERIES 6"1,000 LUMEN LED TRIM COLOR: WHITE EXTERIOR LIGHTING PROGRESS LIGHTING P5641-82/30K WALL MOUNTED CYLINDER DISTRIBUTION: DOWN COLOR: CLEAR ANODIZED ALUMINUM L-5 SITE LIGHTING LSI INDUSTRIES MIRANDA SMALL AREA MRS MRS-LED-15L-SIL-3-40-70CRI-IH FINISH: BLK BLACK 1/4" = 1'-0"1 NORTH. ELEV 1/4" = 1'-0"2 EAST ELEV SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 03/11/2025 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 - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 03/11/2025 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 RETAIL SALES 101 RESTROOM 104 OFFICE 105 ALCOVE 107 TINT AREA 103 2 5 1718WHOLESALE AREA 102 HANDSTACK HANDSTACK HANDSTACK HANDSTACKHANDSTACKHANDSTACKHANDSTACK HANDSTACKHANDSTACK HANDSTACKHANDSTACKHANDSTACKHANDSTACK19 14 13 11 1512 12 3 1 9 78910461620WORK TABLE COLORSNAPTRUSTED COLLECTIONS DESIGNER INSPIRED THE PAINT 4' - 6" 5' - 0"4' - 6"4' - 8 7/8"5' - 7"6' - 0"SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 03/11/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 PLANNING COMMENTS - 03/11/2025 A8 FLOOR PLAN TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 1/4" = 1'-0"1 FLOOR PLAN EQUIPMENT LIST TAG DESCRIPTION MANUFACTURER MODEL PROVIDED BY INSTALLED BY REMARKS 1 UTILITY SINK ELKAY B1C24X24X GC GC ELEVATED ON METAL LEGS 2 WATER HEATER A. O. SMITH DEL-20-4 ELECTRIC GC GC MOUNT ON SHELF ABOVE UTILITY SINK - VERIFY SPEC W/ PLUMBING 3 EYEWASH STATION BRADLEY S19224DC GC GC WALL MOUNTED - PLUMB TO HOT/COLD WATER (W/ MIXING VALVE) & SANITARY SEWER 4 SLIDING GLASS DOOR TORMAX TX9200 TENANT GC 5 EMERGENCY KEY CABINET KNOX BOX 3200 RECESSED MOUNTED GC GC MOUNT 4'-0" A.F.F. - COORDINATE FINAL PLACEMENT WITH FIRE PREVENTION BUREAU 6 OVERHEAD DELIVERY DOOR OVERHEAD DOOR 470 GC GC WALL-MOUNTED MOTORIZED OPERATOR: LIFTMASTER LJ8900W 7 COFFEE BAR W/ WATER COOLER TENANT TENANT 8 HIGH/LOW DRINKING FOUNTAIN ELKAY VRCGRNTL8 GC GC REFER PLUMBING 9 FILE CABINET TENANT TENANT 10 ALUMINUM RACEWAY LEGRAND ALA4800 & ALA-G TENANT GC ALTERNATES: HUBBLE HBLALU4800 & MONOSYSTEMS SWA4800 11 ACCUTINTER MILLER ACCUTINTER 8012 TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 12 5 GALLON MIXER RED DEVIL 05025U TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 13 1 GALLON MIXER RED DEVIL 1015-PB-SQ TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 14 MANUAL TINTER FLUID MANAGEMENT HARBIL NSC80 TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 15 CONVEYOR ROLLER TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 16 ROOF HATCH BILCO GS-50TB - 36x30 GC GC COORDINATE PLACEMENT WITH STRUCTURAL 17 EXTERIOR BUZZER BUTTON EDWARDS 1786-B GC GC MOUNT 4'-0" A.F.F. - REFER ELECTRICAL 18 BUZZER RECEIVER OPTEX RCTD-20U GC GC MOUNT 9'-0" A.F.F. - REFER ELECTRICAL 19 DATA CABINET GC GC INSTALL PHONE/COMPUTER BOARD AT DATA CABINET 20 FIXED ROOF LADDER GC GC 18 INCH WIDE LADDER EV CHARGINGONLY1/8" = 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 / ManagementNORTHRMDCSHERWIN WILLIAMS1488 N. PALM CANYONAPN:505-184-028DELONIX REGIAPHOENIX ROEBELINPYRUS KAWAKAMIAGAVE 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 EV CHARGINGONLYSITE 1 OF 5 ãDEVELOPMENT PERMIT P$LM 6PRIN*6&$LI)ORNI$COVER SHEETN PALM CANYONN INDIANCANYONHWY1 1 1 E VISTA CHINO CHUCKWALLA ROAD STEVENS ROAD CAMINO MONTE VISTA 15"SD 8"W 8"SS N PALM CANYON(HWY 111)SITE FACILITIES 1 4 6 2 9 7 5 4 4 4 4 2 8 3 3 10 1112 1 -ASPHALT CONCRETE PAVING 2 -CONCRETE FLATWORK 3 -STANDARD DRIVEWAY APPROACH CITY OF PALM SPRINGS DETAIL 201 4 -TYPE A1 VERTICAL CURB CITY OF PALM SPRINGS DETAIL 200 5 -TYPE B1 CURB AND GUTTER CITY OF PALM SPRINGS DETAIL 200 6 -TYPE B2 VALLEY GUTTER CITY OF PALM SPRINGS DETAIL 200 7 -TRASH AND RECYCLING ENCLOSURE PER CITY OF PALM SPRINGS DETAIL 902 8 -ADA PARKING STALL 9 -EV VAN STALL 10 -BIKE PARKING AREA 11 -INCREASE WALL HEIGHT AS REQUIRED (`2') TO ACCOMMODATE PROPOSED PAVEMENT GRADES 12 -DELIVERY DOOR CONCRETE PAD S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 2/13/2025 8:39:09 AM, AutoCAD PDF (General Documentation).pc3 E E S10"SS16"W1"W 1"W 1"W 15"IR2 OF 5 ãDEVELOPMENT PERMIT P$LM 6PRIN*6&$LI)ORNI$TOPOGRAPHY & DEMOLITION PLANN PALM CANYON(HWY 111)S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 2/13/2025 8:39:17 AM, AutoCAD PDF (General Documentation).pc3 T E E S E E S E E E 10"SS16"W1"W 6"W 1"W 1"W 15"IRSteering Angle Lock to Lock Time Articulating Angle WB-19 Trailer Track Tractor Track Trailer Width Tractor Width 19.494.00 Feet 8.53 8.53: 7.87 7.87 : : : 0.00 2.99 40.49 14.99 48.00 : : :6.0 s 28.3 deg 70.0 deg N Palm CanyonEV CHARGINGONLYE 8"SS 8"W 15"SD 3 OF 5 ãDEVELOPMENT PERMIT P$LM 6PRIN*6&$LI)ORNI$PRELIMINARY GRADING, DRAINAGE, & UTILITY PLANDRAINAGE FACILITIES 1 -18" ROUND LANDSCAPE INLET 2 -24" SQAURE JUNCTION STRUCTURE WITH SOLID LID 3 -DRAINAGE INLET 4 -STORM TECH DRAINAGE CHAMBERS 6"W 2"W 1 2 3 4 S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 2/13/2025 8:39:20 AM, AutoCAD PDF (General Documentation).pc3 PROFILE VIEW A-A, STA: 1+00 - 2+75 PROFILE VIEW B-B, STA: 1+00 - 2+40 E 8"SS 8"W 15"SD 4 OF 5 ãDEVELOPMENT PERMIT P$LM 6PRIN*6&$LI)ORNI$SITE SECTIONSSCALE: 1" =20' HORIZ. 1"=5' VERT. SCALE: 1" =20' HORIZ. 1"=5' VERT. S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 2/13/2025 8:39:27 AM, AutoCAD PDF (General Documentation).pc3 PROFILE VIEW A-A, STA: 0+75 - 3+75 PROFILE VIEW B-B, STA: 0+85 - 2+60 E 8"SS 8"W 15"SD 5 OF 5 ãDEVELOPMENT PERMIT P$LM 6PRIN*6&$LI)ORNI$PROPERTY SECTIONSSCALE: 1" =20' HORIZ. 1"=5' VERT. SCALE: 1" =20' HORIZ. 1"=20' VERT. S:\~ Jobs\202444 Palm Springs SW (Matt McWhirter)\Projects\dwg\Design\202444 DEVELOPMENT PERMIT.dwg, 2/13/2025 8:39:31 AM, AutoCAD PDF (General Documentation).pc3 1 A1 1 A2 2 A2 2 A1 Finish Floor 0' -0" C.O. Lights 9' -0" T.O. Parapet 18' -0" ROOFTOP UNIT BEYOND S-1 M-1 V-1 EQUIPMENT SCREEN -M-2 L-1 ROOF LINE BEYOND L-1 B.O. Soffit 9' -4" S-3 1 A6 Finish Floor 0' -0" T.O. Wainscot 3' -4" B.O. Awning 9' -4" T.O. Storefront 9' -4" C.O. Lights 9' -0" T.O. Parapet 18' -0" V-1 ROOFTOP UNIT BEYOND S-3 V-1 S-1 S-3 S-1 S-1 M-1 EQUIPMENT SCREEN -M-2 L-1 SIGNAGE AREA ROOF LINE BEYOND ROOFTOP UNIT BEYOND ROOF DRAIN NOZZLE S-3 M-16"4' - 5 3/4"2 A6 MARK DESCRIPTION MANUFACTURER & SPEC SAMPLE EXTERIOR FINISH SCHEDULE S-1 (P-1) STUCCO - FIELD (PAINT) TEXTURE: PEBBLE COAT COLOR: SHERWIN-WILLIAMS SW 6105 DIVINE WHITE S-2 (P-2) STUCCO -BAY (PAINT) TEXTURE: PEBBLE COAT COLOR: SHERWIN-WILLIAMS SW 7506 LOGGIA M-1 ANODIZED ALUMINUM COLOR: CLEAR ALUMINUM (STOREFRONT) TEXTURE: PEBBLE FINE COLOR: SHERWIN-WILLIAMS SW 7757 HIGH REFLECTIVE WHITE S-3 (P-3) V-1 CMU VENEER 3x8x16 1-SCORE SOLID STUCCO - FIELD (PAINT) M-2 CORRUGATED METAL COLOR: PAINTED P-3 MARK DESCRIPTION MANUFACTURER & SPEC EXTERIOR LIGHTING SCHEDULE L-1 L-2 EMERGENCY LIGHTING AT SOFFIT SURE-LITES SELW 25WH WALL MOUNTED DISTRIBUTION: DOWN COLOR: WHITE L-3 WALL PACK GE CURRENT EVOLVE EWLS L SERIES DISTRIBUTION: DOWN COLOR: BRONZE L-4 RECESSED LIGHTING SOFFIT GE CURRENT LUMINATION LRXB SERIES 6"1,000 LUMEN LED TRIM COLOR: WHITE EXTERIOR LIGHTING PROGRESS LIGHTING P5641-82/30K WALL MOUNTED CYLINDER DISTRIBUTION: DOWN COLOR: CLEAR ANODIZED ALUMINUM L-5 SITE LIGHTING LSI INDUSTRIES MIRANDA SMALL AREA MRS MRS-LED-15L-SIL-3-40-70CRI-IH FINISH: BLK BLACK SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 11/08/2024 PLANNING COMMENTS - 11/08/2024 A1 SCHEMATIC FLOOR PLAN & ELEVATIONS TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 3/32" = 1'-0" FLOOR PLAN SHERWIN WILLIAMS PALM SPRINGS, CA 1/4" = 1'-0"1 SOUTH ELEV 1/4" = 1'-0"2 WEST ELEV Finish Floor 0' -0" B.O. Awning 9' -4" T.O. Storefront 9' -4" C.O. Lights 9' -0" T.O. Parapet 18' -0" V-1 ROOFTOP UNIT BEYOND S-1 EQUIPMENT SCREEN -P-3 L-1 SIGNAGE AREA V-1V-1 M-1M-1M-1 S-3 ROOFTOP UNIT BEYOND EQUIPMENT SCREEN -M-2 S-1 2 A6 Finish Floor 0' -0" C.O. Lights 9' -0" T.O. Parapet 18' -0" ROOFTOP UNIT BEYOND S-3S-1 P-2 V-1 EQUIPMENT SCREEN -M-2 L-1 ROOF LINE BEYOND L-1L-3 S-1 1 A6 6"4' - 5 3/4"MARK DESCRIPTION MANUFACTURER & SPEC SAMPLE EXTERIOR FINISH SCHEDULE S-1 (P-1) STUCCO - FIELD (PAINT) TEXTURE: PEBBLE COAT COLOR: SHERWIN-WILLIAMS SW 6105 DIVINE WHITE S-2 (P-2) STUCCO -BAY (PAINT) TEXTURE: PEBBLE COAT COLOR: SHERWIN-WILLIAMS SW 7506 LOGGIA M-1 ANODIZED ALUMINUM COLOR: CLEAR ALUMINUM (STOREFRONT) TEXTURE: PEBBLE FINE COLOR: SHERWIN-WILLIAMS SW 7757 HIGH REFLECTIVE WHITE S-3 (P-3) V-1 CMU VENEER 3x8x16 1-SCORE SOLID STUCCO - FIELD (PAINT) M-2 CORRUGATED METAL COLOR: PAINTED P-3 MARK DESCRIPTION MANUFACTURER & SPEC EXTERIOR LIGHTING SCHEDULE L-1 L-2 EMERGENCY LIGHTING AT SOFFIT SURE-LITES SELW 25WH WALL MOUNTED DISTRIBUTION: DOWN COLOR: WHITE L-3 WALL PACK GE CURRENT EVOLVE EWLS L SERIES DISTRIBUTION: DOWN COLOR: BRONZE L-4 RECESSED LIGHTING SOFFIT GE CURRENT LUMINATION LRXB SERIES 6"1,000 LUMEN LED TRIM COLOR: WHITE EXTERIOR LIGHTING PROGRESS LIGHTING P5641-82/30K WALL MOUNTED CYLINDER DISTRIBUTION: DOWN COLOR: CLEAR ANODIZED ALUMINUM L-5 SITE LIGHTING LSI INDUSTRIES MIRANDA SMALL AREA MRS MRS-LED-15L-SIL-3-40-70CRI-IH FINISH: BLK BLACK 1/4" = 1'-0"1 NORTH. ELEV 1/4" = 1'-0"2 EAST ELEV SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 11/08/2024 PLANNING COMMENTS - 11/08/2024 A2 SCHEMATIC FLOOR PLAN & ELEVATIONS TBD Author Checker 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 2SOUTHEAST VIEW1SOUTHWEST VIEW3NORTHWEST VIEW4NORTHEAST VIEWSHEET TITLE:CHECKED BY:DRAWN BY:PROJECT #:© ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc158 West Main StreetLena, IL 61048815.369.91551764 BLAKE STDENVER, CO 80202303.974.5875www.lingledesign.comSCHEMATIC ELEVATIONS - 9/24/2024SHERWIN WILLIAMS----------ADDRESS:SHEET NUMBER:STORE #:XXXX11/08/2024PLANNING COMMENTS - 11/08/2024A33D VIEWSTBDAuthorChecker1488 N PALM CANYON DR,PALM SPRINGS, CA 92262 1'-6"6"CONC. SLAB / ASPHALT CONC. WASH CONC. FILL 6" DIAMETER TYP. CONC. WASH JOINT FILLER UNDISTURBED /COMPACTED SOIL NOTE:SEE PLAN FOR LOCATION 2"4'-0" TYP.2'-6" MIN.3-1/2" STEEL PIPE HINGE POST 4" STEEL PIPE SWIVEL 1/4" STEEL BAR - WELD TO GATE FRAME 4" DIAM. STEEL PIPE STATIONARY4"2"ELEVATION PLAN 1-1/2" RIB X 18 GA. STEEL DECKING - SCREW ATTACH TO FACE OF GATE FRAME W/ SELF TAPPING SCREWS - PRIME & PAINT WELD HINGE STRAP TO 1-1/2" TUBE FRAME 3 A4 A4 1 9'-11 5/8"2'-4"3'-0"3'-0"1'-0" TYP. 6" TYP. 4"TYP.6"TYP.4"EXPANSION JOINT, TYP. CONTROL JOINT, TYP. #4 SMOOTH DOWELS & CAPS -18" LONG @ 24" O.C., TYP. 7" CONCRETE SLAB W/ 6X6- W2.9XW2.9 W.M.M. MID DEPTH OVER COMPACTED FILL 12"X12" THICKENED SLAB EDGE, TYP. EMBED GATE POST SIMILAR TO BOLLARD DETAIL, TYP. TYP.22' - 9 5/8"22'-7 5/8"3' - 0"3' - 0"2' - 4"10'-0" 6'-0" A.F.F. T.O. MASONRY PER CIVIL T.O. SLAB METAL FLASHING CAP PAINTED P2 PER A1 8" DEEP CONTINUOUS BOND BEAM W/ (2) CONTINUOUS #5'S - HOOK WALL VERT INTO TOP BOND BEAM W/ STANDARD 90o HOOK 8" CMU W/ #5 VERTS @ 24" O.C. MAX IN GROUTED FULL CORES - PROVIDE MATCHING DOWELS INTO FOUNDATION -PAINT P-1 PER SHEET A1 ALL CMU BELOW GRADE TO BE GROUTED FULL 1/2" EXPANSION MATERIAL 4"3"3"BELOW GRADE3'-0" MIN.8"TYP.9"TYP.5'-2"TYP. 4'-9 1/2" 22'-7 1/4" 9'-11 5/8"6'-0"SIDE ELEVATIONFRONT ELEVATION 1-1/2" STEEL TUBE FRAME - MITRED & WELDED -PRIME & PAINT P-1 1-1/2" RIB X 18 GA STEEL DECKING -ATTACH TO GATE FRAME W/ SELF- TAPPING SCREWS -PRIME & PAINT P-1 STEEL CANE BOLT AT EACH GATE LEAF P-1 P-2 P-2 P-1 SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 11/08/2024 PLANNING COMMENTS - 11/08/2024 A4 TRASH ENCLOSURE DETAILS TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 1/2" = 1'-0"1 BOLLARD DETAIL 1 1/2" = 1'-0"2 HINGE DETAIL 1/4" = 1'-0"4 TRASH ENCLOSURE PLAN 1/2" = 1'-0"3 TRASH ENCLOSURE WALL SECTION 1/4" = 1'-0"5 TRASH ENCLOSURE ELEVATIONS 1 A6 2 A6 1/4" / 1'-0"21' - 5"40' - 11 3/4" 11' - 7 7/16"42' - 0"14' - 0 3/16"27' - 11 1/4"28' - 11 1/2"27' - 11 1/4"28' - 11 1/2"14' - 11"3' - 0 3/16"11' - 3 3/4"2' - 6 3/16"RTU 2 RTU 1 ROOF ACCESS HATCH ROOF DRAIN ROOF SCREEN 5' - 8"54' - 3 3/4"7' - 8"25' - 1 3/4"10' - 1"REINFORCED WALKWAY OVERFLOW DRAIN SLOPE CRICKET TO ROOF DRAIN 3' - 6"2' - 0"SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 11/08/2024 PLANNING COMMENTS - 11/08/2024 A5 ROOF PLAN TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 1/4" = 1'-0"1 ROOF PLAN Finish Floor 0' -0" T.O. Storefront 9' -4" T.O. Parapet 18' -0" 1 A6 Finish Floor 0' -0" T.O. Parapet 18' -0" 2 A6 SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 11/08/2024 PLANNING COMMENTS - 11/08/2024 A6 BUILDING SECTIONS TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 1/4" = 1'-0"2 BUILDING SECTION 1/4" = 1'-0"1 BUILDING SECTION 1 A6 2 A6 3' - 1"3' - 1"EQ EQ 3' - 1"3' - 1"EQ EQ L-1 L-1 L-3 L-1 L-2 L-1 L-1 L-1 L-1L-4 L-4 L-4 L-4 MARK DESCRIPTION MANUFACTURER & SPEC EXTERIOR LIGHTING SCHEDULE L-1 L-2 EMERGENCY LIGHTING AT SOFFIT SURE-LITES SELW 25WH WALL MOUNTED DISTRIBUTION: DOWN COLOR: WHITE L-3 WALL PACK GE CURRENT EVOLVE EWLS L SERIES DISTRIBUTION: DOWN COLOR: BRONZE L-4 RECESSED LIGHTING SOFFIT GE CURRENT LUMINATION LRXB SERIES 6"1,000 LUMEN LED TRIM COLOR: WHITE EXTERIOR LIGHTING PROGRESS LIGHTING P5641-82/30K WALL MOUNTED CYLINDER DISTRIBUTION: DOWN COLOR: CLEAR ANODIZED ALUMINUM L-5 SITE LIGHTING LSI INDUSTRIES MIRANDA SMALL AREA MRS MRS-LED-15L-SIL-3-40-70CRI-IH FINISH: BLK BLACK SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 11/08/2024 PLANNING COMMENTS - 11/08/2024 A7 REFLECTIVE CEILING PLAN TBD Author Checker 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 1/4" = 1'-0"1 REFLECTIVE CEILING PLAN RETAIL SALES 101 RESTROOM 104 HALLWAY 106 OFFICE 105 ALCOVE 107 TINT AREA 103 2 5 1718WHOLESALE AREA 102 HANDSTACK HANDSTACK HANDSTACK HANDSTACKHANDSTACKHANDSTACKHANDSTACK HANDSTACKHANDSTACK HANDSTACKHANDSTACKHANDSTACKHANDSTACK19 14 13 11 15 12 12 3 1 9 78910461620WORK TABLE COLORSNAPTRUSTED COLLECTIONS DESIGNER INSPIRED THE PAINT 4' - 6" 5' - 0"4' - 6"4' - 8 7/8"5' - 7"6' - 0"5' - 11"2' - 5"3' - 10" SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com SCHEMATIC ELEVATIONS - 9/24/2024 SHERWIN WILLIAMS - - - - - - - - ADDRESS: SHEET NUMBER: STORE #: XXXX 02/12/2025 PLANNING COMMENTS - 11/08/2024 PLANNING COMMENTS - 02/12/2025 A8 FLOOR PLAN TBD BA MP 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262 1/4" = 1'-0"1 FLOOR PLAN EQUIPMENT LIST TAG DESCRIPTION MANUFACTURER MODEL PROVIDED BY INSTALLED BY REMARKS 1 UTILITY SINK ELKAY B1C24X24X GC GC ELEVATED ON METAL LEGS 2 WATER HEATER A. O. SMITH DEL-20-4 ELECTRIC GC GC MOUNT ON SHELF ABOVE UTILITY SINK - VERIFY SPEC W/ PLUMBING 3 EYEWASH STATION BRADLEY S19224DC GC GC WALL MOUNTED - PLUMB TO HOT/COLD WATER (W/ MIXING VALVE) & SANITARY SEWER 4 SLIDING GLASS DOOR TORMAX TX9200 TENANT GC 5 EMERGENCY KEY CABINET KNOX BOX 3200 RECESSED MOUNTED GC GC MOUNT 4'-0" A.F.F. - COORDINATE FINAL PLACEMENT WITH FIRE PREVENTION BUREAU 6 OVERHEAD DELIVERY DOOR OVERHEAD DOOR 470 GC GC WALL-MOUNTED MOTORIZED OPERATOR: LIFTMASTER LJ8900W 7 COFFEE BAR W/ WATER COOLER TENANT TENANT 8 HIGH/LOW DRINKING FOUNTAIN ELKAY VRCGRNTL8 GC GC REFER PLUMBING 9 FILE CABINET TENANT TENANT 10 ALUMINUM RACEWAY LEGRAND ALA4800 & ALA-G TENANT GC ALTERNATES: HUBBLE HBLALU4800 & MONOSYSTEMS SWA4800 11 ACCUTINTER MILLER ACCUTINTER 8012 TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 12 5 GALLON MIXER RED DEVIL 05025U TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 13 1 GALLON MIXER RED DEVIL 1015-PB-SQ TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 14 MANUAL TINTER FLUID MANAGEMENT HARBIL NSC80 TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 15 CONVEYOR ROLLER TENANT TENANT VERIFY SPEC W/ SHERWIN-WILLIAMS 16 ROOF HATCH BILCO GS-50TB - 36x30 GC GC COORDINATE PLACEMENT WITH STRUCTURAL 17 EXTERIOR BUZZER BUTTON EDWARDS 1786-B GC GC MOUNT 4'-0" A.F.F. - REFER ELECTRICAL 18 BUZZER RECEIVER OPTEX RCTD-20U GC GC MOUNT 9'-0" A.F.F. - REFER ELECTRICAL 19 DATA CABINET GC GC INSTALL PHONE/COMPUTER BOARD AT DATA CABINET 20 FIXED ROOF LADDER GC GC 18 INCH WIDE LADDER EV CHARGINGONLYAeccDbCogoPoint (AeccLand130)1/8" = 1'-0"P-1PRELIMINARY PLANTING PLANPRELIMINARY PLANTING PLANPALM SPRINGS, CA 92262SHERWIN WILLIAMS78-060 Calle Estado Suite #16La Quinta, California 92253(760) 698-9696RAY@RAYMARTINDESIGN.COMRAY MARTIN DESIGN CORP.Landscape Design / ManagementNOTE:WORK CONTAINED WITHIN THESE PLANSSHALL NOT COMMENCE UNTIL ANENCROACHMENT PERMIT AND/OR AGRADING PERMIT HAS BEEN ISSUED.MARKBYDATEENGINEERREVISIONSCOUNTYAPPR.DATEDATEPREPARED BY:SHEET NO.11/21/20241-800-227-2600YOU DIGDIALBEFORETOLL FREETWO WORKINGDAYS BEFOREYOU DIGA PUBLIC SERVICE BYUNDERGROUND SERVICE ALERTThe private engineer signing these plans is responsible for assuring the accuracyand acceptability of the design hereon. In the event of discrepancies arisingafter county approval or during construction, the private engineer shall beresponsible for determining an acceptable solution and revising the plans forapproval by the county.NORTHRMDC1CURRENT DATE:SCALE:THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF RAY MARTIN DESIGN & ASSOCIATES, INC. THEY ARE NOT TO BE REPRODUCED OR ALTERED IN ANY WAY, NOR DISCLOSED OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE WRITTEN CONSENT OF RAY MARTIN DESIGN & ASSOCIATES, INC.ORIGINAL DATE:SHERWIN WILLIAMS11/21/2024GF1488 N. PALM CANYONAPN:505-184-028(REFERENCE IMAGE)DELONIX REGIA(REFERENCE IMAGE)PHOENIX ROEBELIN(REFERENCE IMAGE)PYRUS KAWAKAMI (REFERENCE IMAGE)AGAVE TEQUILANA(REFERENCE IMAGE)FOUQUIERIA SPLENDENS(REFERENCE IMAGE)LANTANA GOLD(REFERENCE IMAGE)CALLIANDRA(REFERENCE IMAGE)CHAMOIS BEIGE(REFERENCE IMAGE)MEXICAN BEACH BUFF SITE AND DRIVE THRU PHOTOMETRIC PLAN Scale: 1/8" = 1'-0"1 SHEET TITLE: CHECKED BY:DRAWN BY: PROJECT #: © ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF THE LINGLE DESIGN GROUP, INC. THEY MAY NOT BE REVISED, COPIED, REUSED, OR DISCLOSED IN ANY MANNER WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. 1488 N PALM CANYON DR, PALM SPRINGS, CA 92262Lingle Design Group,incLingleDesignGroup,Inc 158 West Main Street Lena, IL 61048 815.369.9155 1764 BLAKE ST DENVER, CO 80202 303.974.5875 www.lingledesign.com PLANNING SUBMITTAL - 12-13-24 SHERWIN WILLIAMS - - - - - - - - - ADDRESS: SHEET NUMBER : STORE #: XXXX 12/13/24 -- - 796 Merus Court St. Louis, MO 63026 T 636.349.1600 F 636.349.1730 CERTIFICATE OF AUTHORITY NO. F-20080 PHOTOMETRIC NOTES SITE PHOTOMETRIC CALCULATIONS EPH 1.0 TC @ FC556.47FL GUT555.79LIP GUT555.77FL GUT555.15TC @ FC555.80TC @ FC555.10FL GUT554.45FL GUT554.14TC @ FC554.84SPIKE556.11TC @ FC BC558.55TC @ FC558.07TC @ FC EC558.02FL GUT557.50LIP GUT557.61FIRE HYDRANT STREET FACE557.96TPULL BOX-TELE558.01EPULL BOX-ELEC557.83EPULL BOX-ELEC557.80STREET LIGHT STREET FACE557.68GAS VALVE557.90GAS VALVE557.91GAS VALVE557.75VALVE558.24VALVE558.15VALVE558.16FS CROWN558.35SMH-SEWER557.82VALVE557.46TC @ FC BC558.78TC @ FC557.66TC @ FC EC557.56FL GUT556.96LIP GUT556.98VALVE557.64FS CROWN557.72TC @ FC557.44FL GUT556.76LIP GUT556.75TOP-X557.45BOT-X556.85BOT-X556.57TOP-X557.05TC @ FC557.04FL GUT556.38LIP GUT556.46METER557.56METER558.26FS CROWN557.20LIP GUT556.27FL GUT556.26TC @ FC556.90FS CROWN556.74METER556.93EPULL BOX-ELEC556.94STREET LIGHT STREET FACE556.76TC @ FC556.50FL GUT555.85LIP GUT555.97TOP-X556.49BOT-X555.94BOT-X555.64TOP-X556.03TC @ FC556.03FL GUT555.39LIP GUT555.50METER556.07METER555.69VALVE555.80FS CROWN556.16LIP GUT555.18GUARD RAIL557.55GUARD RAIL BC557.70GUARD RAIL557.80GUARD RAIL EC557.90GUARD RAIL559.34GUARD RAIL558.50GUARD RAIL558.41FRONT SW558.07FRONT SW558.45BACK SW BC558.59TOP CONC. BC558.98TOP CONC.559.01BACK SW558.48BACK SW EC558.60TOP CONC. EC559.15TOP CONC.560.18BACK SW559.51BACK SW559.52BACK SW559.48FRONT SW559.26FRONT SW559.38FRONT SW558.89BACK SW BC559.15BACK SW559.14BACK SW EC559.10TOP CONC. BC559.43TOP CONC.559.41TOP CONC. EC559.43TOP CONC.558.74BACK SW558.05FRONT SW BC557.91FRONT SW557.74FRONT SW EC557.65FRONT SW557.56TOP CONC. BC558.68TOP CONC.558.74TOP CONC. EC558.66TOP CONC.558.97BACK SW BC557.78BACK SW557.79BACK SW EC557.73BACK SW557.86FRONT SW557.49FRONT SW556.73BACK SW557.54BACK SW557.32BACK SW557.32BACK SW557.30BACK SW557.28FRONT SW557.06FRONT SW556.91BACK SW557.13PALM TREE 14IN STREET FACE557.06EELEC. RISER556.91PLANTER556.86PLANTER556.91PLANTER557.00PLANTER556.87PLANTER556.83PLANTER556.80FRONT SW556.73BACK SW556.89BACK SW556.74FRONT SW556.55FRONT SW555.86BACK SW556.51BACK SW556.38BACK SW556.36FRONT SW556.10PLANTER555.98PLANTER556.10PLANTER556.10PLANTER555.90SMAILBOX556.06BACK SW556.16BACK SW556.09BACK SW556.05FRONT SW555.88LIP GUT554.56FS CROWN555.59TC @ FC555.63FL GUT554.99LIP GUT555.04FRONT SW555.66BACK SW555.89BACK SW555.62FRONT SW554.96BOT-X555.04TOP-X555.61FS CROWN555.18LIP GUT554.23EP556.24EP556.53EP556.57EP556.57EP556.67EP556.61EP556.87EP557.16EP557.48EP557.54EP557.56EP557.82EP557.42EP557.04EP556.82EP556.64EP556.52PALM TREE 14IN558.01EELEC. RISER557.98BLDG COR556.43BLOCK WALL SF556.50BLOCK WALL SF555.68BLOCK WALL SF555.06BLOCK WALL WF554.97BLOCK WALL WF555.20BLOCK WALL WF554.99BLOCK WALL WF554.44BLOCK WALL NF554.46BLOCK WALL NF554.74BLOCK WALL NF555.24BLOCK WALL NF556.61BLOCK WALL NF556.15NG555.92NG555.42NG554.85NG555.24NG554.89NG555.37NG555.81NG556.34NG556.54NG556.07NG555.61NG554.72NG555.23NG555.98NG555.94NG556.68BLDG COR558.16BLDG COR559.33EPULL BOX-ELEC555.98EDISON POLE 34529S SF556.21EELEC. RISER556.02ELEC CONTROL PANEL555.94PEDESTAL-TELE555.89GUY WIRE-ELEC555.68EDISON POLE GT10823 NF556.12FS557.29FS557.38FS557.36FS557.22TRASH ENC558.33TRASH ENC557.24TRASH ENC557.46TRASH ENC558.26FAUCET558.30BLOCK WALL WF557.54BLOCK WALL WF557.22BLDG COR557.86PVC RISER557.84ELBOW PVC556.30PVC RISER555.97PVC RISER555.96PVC RISER555.17RET WALL TOP SF563.48RET WALL TOP SF STEP563.49RET WALL TOP SF STEP563.27RET WALL TOP SF STEP563.34RET WALL TOP SF STEP562.03RET WALL TOP SF STEP562.00RET WALL TOP SF STEP560.67RET WALL TOP SF560.70RET WALL TOP WF STEP560.98RET WALL TOP WF561.08RET WALL TOP WF561.16RET WALL TOP WF561.16RET WALL TOP WF561.23RET WALL TOP NF561.21RET WALL TOP NF561.31RET WALL TOP NF561.42RET WALL TOP NF561.43RET WALL TOP NF STEP561.44RET WALL TOP NF STEP557.75RET WALL TOP NF557.85RET WALL TOP NF557.79CL SEW PIPE FL551.79CL SEW PIPE FL551.58CL SEW PIPE FL551.65S89° 54' 37"W 293.34'139.51'(555)(555)(555)(556 ) (556) (557)(558 )N89° 53' 38"E 139.51'N89° 53' 38"E 139.51'S89° 53' 38"W 139.51'N00° 01' 46"E 120.04' S00° 01' 48"W 120.04' S00° 01' 48"W 2640.26'S89° 54' 37"W 353.33'30.00'15.00'30.00'0.09' 0.02' 0.18'0.06'0.06'0.06'0.66'0.49'0.99'1.08'1.19'1.24'1.48'1.51'1.45'1.44'60.02'60.02'60.02' 59.98'60.02'60.02'ITEM 6 OF TITLE REPORT5' EASEMENT IN FAVOR OFCALIFORNIA WATER & TELEPHONE COMPANYRECORDED DECEMBER 2, 1957IN BOOK 2186, PAGE 170POBN0010'20'PROJECT LOCATION & NAME: C:\Users\sturm\Dropbox\Share (bgs1)\BLACKGOLD ENGINEERING OUTSIDE JOBS\MATT MCWHIRTER\McWHIRTER ALTA 10-2-24.dwg PLOT TIME: Wednesday, October 30, 2024 12:47:09 PM LAYOUT: ALTA SHEET 2 30 X 42 ExhibitPLOT STYLE:PREPARED BY:NCS US Standard.stb BASIS OF BEARINGS IS THE CENTERLINE OF N PALM CYN PER RS 163/81 BEING S 0°01'48"WBENCHMARK IS CITY OF PALM SPRINGS "SCORPIO" EL=562.312SHEET 2 OF 2STEVENS ROADNORTH PALM CANYON NO BUILDINGSALTA/NSPS LAND TITLE SURVEYVACANT LANDNORTH PALM CANYON DRIVE, PALM SPRINGS, CANO BUILDINGSLOT 1LOT 4LOT 33LOT 34LOT 35LOT 36LOT 2MB 17/34LOT 3MB 17/34EXISTING BUILDINGLOT 'B' MB 17/3415.00'APN 505-184-001DESERT PRIMARY CARE REAL ESTATEAPN 505-184-020KENETH W AGEE JR/KRISTINE S EASTLINGAPN 505-184-020KENETH W AGEE JR/KRISTINE S EASTLINGAPN 505-184-019KENETH W AGEE JR/KRISTINE S EASTLINGAPN 505-184-019KENETH W AGEE JR/KRISTINE S EASTLINGAPN 505-184-004BUSAMALEE GREENFIELD