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HomeMy WebLinkAbout2024-01-23 ARC Regular Meeting Agenda PacketCity of Palm Desert Page 1 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT, CALIFORNIA AGENDA (HYBRID MEETING) City Hall, Development Services Conference Room 73-510 Fred Waring Drive Palm Desert, CA 92260 Pursuant to Assembly Bill 2449, this meeting may be conducted as a hybrid meeting allowing public access via teleconference or in person. •To participate via Zoom, use the following link: https://palmdesert.zoom.us/j/83648797515, Zoom Webinar ID: 836 4879 7515. •To participate by telephone call (213) 338-8477 or (669) 219-2599, Zoom Webinar ID: 836 4879 7515. To provide a public comment please press *9 to raise your hand. •Written public comment may also be submitted to planning@palmdesert.gov. Emails received by 9:30 a.m. prior to the meeting will be distributed to the Commission. Any correspondence received during or after the meeting will be distributed to the Commission as soon as practicable and retained for the official record. Emails will not be read aloud except as an ADA accommodation. 1.CALL TO ORDER 2.ROLL CALL 3.NON-AGENDA PUBLIC COMMENT: This time has been set aside for the public to address the Architectural Review Commission on issues that are not on the agenda for up to three minutes. Because the Brown Act does not allow the Commission to act on items not listed on the agenda, members may briefly respond or refer the matter to staff for a report and recommendation at a future meeting. 4.CONSENT CALENDAR: All matters listed on the Consent Calendar are considered routine and may be approved by one motion. The public may comment on any items on the Consent Calendar within the three-minute time limit. Individual items may be removed by Commissioners for a separate discussion. A.APPROVAL OF MINUTES RECOMMENDATION: Approve the Architectural Review Commission Regular Meeting minutes of January 9, 2024. Tuesday January 23, 2024 12:30 p.m. Regular Meeting Page 1 of 48 Architectural Review Commission Agenda January 23, 2024 City of Palm Desert Page 2 CONSENT ITEMS HELD OVER: Items removed from the Consent Calendar for separate discussion will be considered at this time. 5. ACTION CALENDAR A. FINAL DRAWINGS 1. CASE NO: DR 23-0021 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design Review to develop a 4-story, 128-key, 67,568 square foot Towne Place Suites by Marriott hotel development located on a 2.87-acre vacant parcel east of Monterey Avenue, south of Interstate 10 Freeway, and north of Dinah Shore Drive, within the Monterey Crossings Specific Plan (Assessor’s Parcel Number 685-020-021). APPLICANT AND ADDRESS: AO Architects, Orange, CA 92866 LOCATION: Vacant 2.87-acre parcel east of Monterey Avenue, south of Interstate 10 Freeway, and north of Dinah Shore Drive, within the Monterey Crossings Specific Plan (Assessor’s Parcel Number 685-020-021). ZONE: Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) RECOMMENDATION: The ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review. 6. NON-ACTION ITEMS None 7. INFORMATIONAL REPORTS & COMMENTS A. ARCHITECTURAL REVIEW COMMISSIONERS B. CITY STAFF C. ATTENDANCE REPORT 8. ADJOURNMENT: The next Regular Meeting will be held on February 13, 2024, at 12:30 p.m. Page 2 of 48 Architectural Review Commission Agenda January 23, 2024 City of Palm Desert Page 3 AFFIDAVIT OF POSTING I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda for the Architectural Review Commission was posted on the City Hall bulletin board and City website not less than 72 hours prior to the meeting. Melinda Gonzalez Recording Secretary PUBLIC NOTICES Agenda Related Materials: Pursuant to Government Code §54957.5(b)(2) the designated office for inspection of records in connection with this meeting is the Development Services Department, City Hall, 73-510 Fred Waring Drive, Palm Desert. Staff reports for all agenda items and documents provided to a majority of the legislative bodies are available for public inspection at City Hall and on the City’s website at www.palmdesert.gov. Americans with Disabilities Act: It is the intention of the City of Palm Desert to comply with the Americans with Disabilities Act (ADA) in all respects. If, as an attendee or a participant at this meeting, or in meetings on a regular basis, you will need special assistance beyond what is normally provided, the city will attempt to accommodate you in every reasonable manner. Please contact the Office of the City Clerk, (760) 346-0611, at least 48 hours prior to the meeting to inform us of your needs and to determine if accommodation is feasible. Page 3 of 48 City of Palm Desert Page 1 ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT, CALIFORNIA MINUTES (HYBRID MEETING) Pursuant to Assembly Bill 2449, this meeting may be conducted as a hybrid meeting allowing public access via teleconference or in person. 1. CALL TO ORDER A Regular Meeting of the Architectural Review Commission (ARC) was called to order by Chair Vuksic on Tuesday, January 9, 2024, at 12:34 p.m. in the Development Services Conference Room, City Hall, located at 73510 Fred Waring Drive, Palm Desert, California. 2. ROLL CALL Present: Commissioners, Dean Wallace Colvard, Nicholas Latkovic, Michael McAuliffe, Francisco Sanchez, and Chair John Vuksic. Absent: Commissioner James Edward Blakeley and Vice Chair Jim McIntosh. City Staff Present: Richard Cannone, Development Services Director, Nick Melloni, Principal Planner; Carlos Flores, Senior Planner; Lucero Leyva, Project Manager; and Melinda Gonzalez, Recording Secretary, were present at Roll Call. *Commissioner Colvard joined the meeting at 12.33 p.m. and participated from a remote location in accordance with the Brown Act. 3. NON-AGENDA PUBLIC COMMENT Chair Vuksic opened and closed the non-agenda public comment period. No public comments were provided. 4. CONSENT CALENDAR Associated documentation and video on the following item can be viewed on the Architectural Review Commission Information webpage at, https://www.palmdesert.gov/our- city/committees-and-commissions/commission-information. Chair Vuksic opened and closed the public comment period for the Consent Calendar. No public comments were provided. Tuesday January 9, 2024 12:30 p.m. Regular Meeting Page 4 of 48 Architectural Review Commission Minutes January 9, 2024 City of Palm Desert Page 2 ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES MOTION BY COMMISSIONER MCAULIFFE, SECOND BY COMMISSIONER LATKOVIC, CARRIED 5-0 (COMMISSIONER BLAKELEY and VICE CHAIR MCINTOSH ABSENT), to approve the Consent Calendar. A. APPROVAL OF MINUTES MOTION BY COMMISSIONER MCAULIFFE, SECOND BY COMMISSIONER LATKOVIC, CARRIED 5-0 (COMMISSIONER BLAKELEY and VICE CHAIR MCINTOSH ABSENT), to approve the Architectural Review Commission Regular Meeting minutes of December 12, 2023. CONSENT ITEMS HELD OVER: Items removed from the Consent Calendar for separate discussion will be considered at this time. None 5. ACTION CALENDAR Associated documentation and video on the following items can be viewed on the Architectural Review Commission Information webpage at, https://www.palmdesert.gov/our- city/committees-and-commissions/commission-information. A. FINAL DRAWINGS Principal Planner, Nick Melloni, addressed Chair Vuksic and requested item 5A(2) be reviewed first to accommodate the attending applicants request due to scheduling. Chair Vuksic was in agreeance with this request and item 5A(2) was reviewed first. 1. CASE NO: DR 23-0011 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design Review (DR) for a proposed Precise Plan (PP), Conditional Use Permit (CUP) and Environmental Assessment (EA) to construct a new, 11,380 square foot (SF) fire station on a 2.66-acre parcel located at 75665 Gerald Ford Drive (Assessor’s Parcel Number 694-160-015). APPLICANT AND ADDRESS: PBK, Rancho Cucamonga, CA 91730 LOCATION: 75665 Gerald Ford Drive (Assessor’s Parcel Number 694-160-015) ZONE: Public Institution (P) Senior Planner, Carlos Flores, narrated a PowerPoint presentation on the item and responded to Commission inquiries. Mike Beverlin, Fire Chief with the Riverside County Fire Department, Bernie Wassink with PBK, Applicant, and Jeff Kim, Landscape Architect were present. Chair Vuksic opened the public comment period and invited the applicants to speak. Bernie Wassink with PBK, Applicant, and Jeff Kim, Landscape Architect, introduced themselves and answered questions from the Commission. With no other members of the public wishing to comment, Chair Vuksic closed the public comment period. Discussion on the item ensued with Commissioners providing comments for the project. Page 5 of 48 Architectural Review Commission Minutes January 9, 2024 City of Palm Desert Page 3 ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES Following discussion, MOTION BY CHAIR VUKSIC, SECOND BY COMMISSIONER LATKOVIC, CARRIED 5-0 (COMMISSIONER BLAKELEY and VICE CHAIR MCINTOSH ABSENT); to approve Case Nos. DR23-0011 as presented. 2. CASE NO: MISC23-0043 (Continued from November 14, 2023) NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a Design Review for a freestanding shade structure for a new walk-up U.S. Bank automatic teller machine in the parking lot at 34500 Monterey Avenue (APN 694- 090-012) APPLICANT AND ADDRESS: Kimley-Horn, Orange, CA 92868 LOCATION: 34500 Monterey Avenue ZONE: Regional Commercial Center (PC-3), Freeway Commercial Overlay Zone (FCOZ) Principal Planner, Nick Melloni, narrated a PowerPoint presentation on the item and responded to Commission inquiries. DeAngelo Rios and Janis Sedita, with Flite Bank Centers, Applicant Representatives, were present. Chair Vuksic opened the public comment period and invited the applicants to speak. DeAngelo Rios and Janis Sedita, with Flite Bank Centers, Applicant Representatives, introduced themselves and answered questions from the Commission. With no other members of the public wishing to comment, Chair Vuksic closed the public comment period. Discussion on the item ensued with Commissioners providing comments for the project. Following discussion, MOTION BY CHAIR VUKSIC, SECOND BY COMMISSIONER MCAULIFFE, CARRIED 5-0 (COMMISSIONER BLAKELEY and VICE CHAIR MCINTOSH ABSENT); to approve Case Nos. MISC23-0043 with the following conditions: 1. Applicant shall use select structural grade lumber that is free of knots. 2. Hardware shall be painted to match lumber. 3. The applicant shall submit a final lighting plan demonstrating compliance with applicable State regulations and local ordinance, for review by staff. 4. The applicant shall submit a final landscaping plan for review by city staff and require an inspection to ensure the boulder placement fits within the landscape planter. At the conclusion of this item, the Commission reviewed the first case on the action calendar, under Final Drawings, item 5A(1), Case No. DR 23-0011. 6. NON-ACTION ITEMS None Page 6 of 48 Architectural Review Commission Minutes January 9, 2024 City of Palm Desert Page 4 ALL ACTIONS ARE DRAFT, PENDING APPROVAL OF THE MINUTES 7. INFORMATIONAL REPORTS & COMMENTS A. ARCHITECTURAL REVIEW COMMISSIONERS None B. CITY STAFF Principal Planner Melloni provided the following updates: A special meeting for the Planning Commission was held on January 4, 2024, to conduct public hearings related to a request for revocation and a request for modification to prior Conditional Use Permit approvals for Cannabis businesses. The draft Objective Design Standards document will be presented to the Planning Commission for adoption at the meeting scheduled for January 16, 2024. The draft ODS document is available on the City’s Engage Palm Desert website. Staff is working on an update to the University Neighborhood Specific Plan to master plan the vacant 170 acres. Director of Development Services, Richard Cannone provided the following updates: There have been some staffing changes including the addition of an Associate Planner who will start on January 29, 2024, interviews for a Planning Technician, recruitment for a GIS Analyst, and a promotion for Senior Administrative Secretary, Melinda Gonzalez, to Executive Administrative Assistant. The Objective Design Standards will not apply to the Downtown zoning. The Downtown zoning area will have its own development standards. C. ATTENDANCE REPORT The attendance report was provided with the agenda materials. The Commission took no action on this matter. 8. ADJOURNMENT The Architectural Review Commission adjourned at 1:37 p.m. Respectfully submitted, Melinda Gonzalez, Senior Administrative Assistant Recording Secretary ATTEST: Nick Melloni, Principal Planner Secretary APPROVED BY ARC: __/__/2024 Page 7 of 48 CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Carlos Flores, AICP, Senior Planner Date: January 23, 2024 Case No: Design Review (DR) 23-0021 Related: SP/PP/CUP/EA 16-188 and TPM 37157 Subject: Consideration to approve a Design Review to develop a 4-story, 128-key, 67,568 square foot Towne Place Suites by Marriott hotel development located on a 2.87- acre vacant parcel east of Monterey Avenue, south of Interstate 10 Freeway, and north of Dinah Shore Drive, within the Monterey Crossings Specific Plan (Assessor’s Parcel Number 685-020-021). Executive Summary The proposal is a request by AO Architects (Applicant), on behalf of Kamla Hotels (Owner) for consideration of a Design Review (DR) to develop a 4-story, 128-key, 67,568 square foot Towne Place Suites by Marriott hotel (Hotel) development located on a 2.87-acre vacant parcel east of Monterey Avenue, south of Interstate 10 Freeway, and north of Dinah Shore Drive, within the Monterey Crossings Specific Plan (Specific Plan). The project will include 31,028 square feet (sf) of landscaping, 131 parking spaces, an outdoor pool with amenities, and pedestrian and vehicular circulation to future and existing surrounding development within the Specific Plan. The Architectural Review Commission (ARC) will consider the architecture and landscape design of the proposed project for final consideration. Background On May 11, 2017, the City Council (Council) adopted Ordinance 1323, Resolution 2017-38, and Resolution 2017-39, which approved Specific Plan, Precise Plan, Conditional Use Permit, and Environmental Assessment 16-188 and Tentative Parcel Map 37157 for the Monterey Crossings project. This project included an 18-acre mixed-commercial center located at the northeast corner of Monterey Avenue and Dinah Shore Drive for the development of drive-through restaurants, shop and retail buildings, a potential automotive dealership, and a future four-story hotel spread out over eleven (11) parcels throughout the 18-acre development. The Specific Plan established the existing conditions of the site, Page 8 of 48 DR23-0021 Town Place Suites Page 2 of 11 January 23, 2024 existing and proposed street circulation patterns, a land use and site plan, development standards, and design criteria for the development of four (4) distinct districts within the 18- acre Specific Plan project site. The following four (4) districts were established: A restaurants and shop retail district, a Hotel District, a major retail district, and a northeast district. Figure 1 below shows the original site plan approved within the Specific Plan. Figure 1 – Monterey Crossings Specific Plan Site Plan The southwest corner of the project site has been developed, as well as one additional building pad adjacent to Dinah Shore, complete with internal driveways and perimeter landscaping on the south and west perimeters. A total of five (5) buildings have been constructed which includes: two (2) multi-tenant retail buildings, two (2) drive-through buildings, and a drive-through carwash. Monument signage has been installed off Dinah Shore Drive and on the north part of the project site. The areas to the north and east of the constructed developments remain vacant. The Hotel District on the northwest corner of the project site includes a general concept for a site plan, development standards, and design criteria for a single four-story hotel building located at the northwest corner of the Specific Plan project site. Figure 2 below shows the hotel concept elevations within the Specific Plan. (continued below) Page 9 of 48 DR23-0021 Town Place Suites Page 3 of 11 January 23, 2024 Figure 2 – Specific Plan Hotel Concepts The Conditions of Approval for Resolution No. 2017-38, which approved PP/CUP 16-188, stipulated that future development within the Specific Plan building pads shall develop in a manner consistent with the development standards, architectural renderings, and guidelines provided in the Specific Plan. The Conditions of Approval established the ARC as the final approval for Design Review applications within the Specific Plan. Project Summary A. Property Description: The Hotel project site is a 2.87-acre vacant parcel east of Monterey Avenue, south of Interstate 10 Freeway, and north of Dinah Shore Drive, within the Specific Plan (Project Site). The Project Site is located within the Planned Commercial – 3 (PC-3) zoning district and within the Freeway Commercial Overlay Zone (FCOZ). The Project Site is adjacent to existing land uses including commercial to the south and west and vacant sites to the east and north, as outlined in Table 1 below. B. Zoning, General Plan and Adjacent Uses Table 1 – Adjacent Land Use and Designations Existing Uses General Plan Zoning Project Site Vacant Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) North Vacant/Interstate 10 Freeway Outside City Limits Outside City Limits South Existing Commercial Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) Page 10 of 48 DR23-0021 Town Place Suites Page 4 of 11 January 23, 2024 East Vacant Monterey Crossings Specific Plan Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) West Existing Commercial Town Center Neighborhood (TCN) Planned Commercial - 3 (PC-3) & Freeway Commercial Overlay Zone (FCOZ) C. Project Description The Applicant is proposing to develop a 4-story, 128-key, 67,568 square foot Hotel development located on the vacant 2.87-acre Project Site. The Hotel building footprint will be 17,363 sf. The project will include 31,028 sf of landscaping, 131 parking spaces, electric vehicle charging station and spaces, a loading zone, bicycle parking, an outdoor pool with amenities, and pedestrian and vehicular circulation to future and existing surrounding development within the Specific Plan. A DR application has been submitted for the review of the architecture and landscaping of the proposed Hotel and Project Site. The ARC’s review of the project will focus on the building and landscape architecture. Site Plan The Site Plan (Figure 3 below) shows the building location and orientation, vehicle and pedestrian access, and parking. The Specific Plan established internal vehicular circulation throughout the Specific Plan and the existing commercial land uses adjacent to Dinah Shore Drive constructed portions of this internal vehicular circulation and vehicular access for entering and exiting off Dinah Shore. The Hotel would use the existing access off Dinah Shore Drive to access the Project Site and connect with existing internal drive aisles directly south of the Project Site. Drive aisles would be constructed on the east part of the Project Site to connect to the existing vehicular circulation and would be shared with future development to the east. The Hotel is setback 84’-9” from the north property line, 25’ from the east property line, 65’-2” from the west property line, and 136’-1” from the south property line. The Hotel includes landscaping throughout, a vehicular drop off at the Hotel entrance, a pool area with pool amenities, parking that surrounds the entirety of the Hotel for ease of access to multiple Hotel entrances and exits, and pedestrian connections to the existing commercial development to the south. A total of 131 uncovered parking spaces are proposed for the 128- key Hotel. The proposed site plan has modified the orientation and configuration of the hotel building from the conceptual site plan within the Specific Plan shown in Figure 1. It changed from a north to west orientation to a west to east orientation. The Applicant stated that they proposed this modification to create an improved layout for access to the Hotel from the parking and to decrease the visibility impact for vehicles driving on Monterey Avenue. The site plan shows a proposed location and design for a trash enclosure with plaster finished CMU block walls and metal roof at the northwest corner of the site. At the northwest corner of the site there is a triangular shaped parcel which will be a landscaped area used as a “bioswale”. To the southeast of the site, there is a preliminary site Page 11 of 48 DR23-0021 Town Place Suites Page 5 of 11 January 23, 2024 plan showing a parking area and retail pad, though no development is proposed there at this time with the exception of an access drive. The areas south of the site are developed with parking and the existing Chick-Fil-A drive-through restaurant. The project will extend the existing internal pedestrian walkway by constructing a sidewalk on the north side of the Chick- Fil-A drive-through. Figure 3 – Proposed Site Plan (Sheet A-03) Architecture The proposed architecture of the building is characterized as desert contemporary modern design, incorporating a combination of flat and pitched roof designs, varying roof and wall planes, façade modulations, stone veneer, and metal canopies and roof trims. The Hotel will include five (5) different paint colors identified as “Manor House”, “Brevity Brown”, “Utaupeia”, “Morris Room Grey”, “Casa Blanca”, and two (2) different stone veneers identified as “Monsoon” and “Flagstone”. The Hotel will also include dark bronze aluminum glazing, metal canopies, flashing, and roofs, and wrought iron fencing. These exterior materials are consistent with the material palette identified for the original project approval. Section 4.1 of the Specific Plan lays out the Design Guidelines for the Project Site, requiring a “contemporary desert architecture design with adaptations to provide shade for the desert environment. Vertical and horizontal elements on the building will break up the large planes and provide scale and texture to the building. There will be a clear relationship with the indoors Page 12 of 48 DR23-0021 Town Place Suites Page 6 of 11 January 23, 2024 and outdoors in the design of the building to encourage indoor/outdoor connections. Forms include towers, changes in elevations, changes in planes, changes in materials, covered areas, and trellis elements to provide shade and eyebrows to provide shade. Windows on large buildings may be recessed, have reveals, surrounds, sill, and other elements to break up large flat planes…” Figure 2 shows the Hotel Concept elevations within the Specific Plan and Figure 4 below shows the currently proposed Hotel elevations. Figure 4 – Proposed Elevations (A-06, A-07, and A-08) Page 13 of 48 DR23-0021 Town Place Suites Page 7 of 11 January 23, 2024 The four-story Hotel is proposed at a maximum height of 47’-6” to the top of parapet and 54’- 6” to the top of the architectural features. These heights meet the maximum height allowed within the Specific Plan. Figure 3 shows Sight Line Diagrams from Monterey Avenue to the west and from the existing commercial site to the south. These sight line diagrams are provided to demonstrate that all roof-mounted equipment is properly screened from Monterey Avenue and Dinah Shore Drive in accordance with Condition No. 10 of CC Resolution No. 2017-38. Figure 5 – Sight Line Diagrams (Sheet A-09) The floor plan of the building shows areas on the ground floor which provide rooms to screen mechanical and electrical utilities for the building. The preliminary location(s) of fire backflow devices are not shown on the plans but are required to be screened from view of the building exterior. The roof plan of the building shows a penthouse to enclose an elevator overrun which will be screened by two tower elements located on the north and south sides of the building. These tower elements are designed as two sloping parapet roofs which return approximately 15’-0”. Stair access to the roof is provided at the western edge of the building. Typical mechanical equipment locations are shown on the roof plan for reference. Landscaping The applicant proposes landscaping throughout the project site, including along the project perimeter, within parking islands, and surrounding the Hotel building. A total of 31,028 sf of landscaping will be included, which accounts for 24.9% of the Project Site. The project proposes a total of 112 trees, including six (6) different tree species: palo verde, Italian cypress, fruitless olive, date palms, Italian stone pines, and California fan palms. The trees are proposed throughout the project site at vehicular entryways, Hotel entrance, and adjacent to parking spaces to provide shade. The landscaping also includes a variety of shrubs, Page 14 of 48 DR23-0021 Town Place Suites Page 8 of 11 January 23, 2024 including century plants, golden barrel cactus, ocotillo, and red yucca, and also includes synthetic turf and decomposed granite. Figure 4 – Proposed Landscaping (Sheet L-02) Section 7.1.6 of the Specific Plan provides the Hotel Landscape Conceptual Design guidelines which requires landscaping around the hotel building that contains shrubs layered from short in front and taller at the building edge and a variety of trees. With the exception of the Italian Cypress and Italian Stone Pine, the rest of the plant palette proposed for the Hotel is consistent with the Specific Plan plant palette which provides flexibility to add additional species to the approved landscape palette. The Applicant has proposed the addition of the Italian Cypress and Italian Stone Pine to “soften” the architecture in narrow spaces adjacent to the building and provide additional screening from surrounding areas. Zoning Ordinance Summary ARC approval of proposed Design Review applications within the Specific Plan is required per the conditions of approval of City Council Resolution No. 2017-38. Findings for ARC Page 15 of 48 DR23-0021 Town Place Suites Page 9 of 11 January 23, 2024 decisions are listed under PDMC Section 25.68.040 – Findings of the ARC. Table 2 outlines conformance of the proposed project with the Specific Plan. Table 2 – Development Standard Conformance Summary Development Standard SPECIFIC PLAN STANDARD PROJECT CONFORMS Landscape Coverage 20% 24.9% Yes Building Coverage 40% 14% Yes Building setbacks (to property lines) - 84’-9” (North), 25’ (East), 65’-2” (West), and 136’-1” (South) Yes Maximum Height and No. of Stories 50 ft/ 4 stories; architectural features, elevator, and stairways up to 60’ 47’-6”/4 stories; 54’-6” to features Yes Findings in support of the project are listed below: To approve a design review application, the ARC shall find the following: A. That the proposed development conforms to any legally adopted development standards. The proposed development conforms with the standards for the Monterey Crossings Specific Plan, as outlined in Table 2 above. This includes meeting standards on coverage, setbacks, and height. The project meets the architectural and landscaping Design Guidelines of the Monterey Crossings Specific Plan, with the exception of the addition of Italian Cypress and Italian Pine trees to the landscaping palette. As outlined in the Specific Plan guidelines, the project proposes a desert contemporary modern architecture with varying wall planes, roof lines, and façade modulations. B. That the design and location of the proposed development and its relationship to neighboring existing or proposed developments and traffic is such that it will not impair the desirability of investment or occupation in the neighborhood; and that it will not unreasonably interfere with the use and enjoyment of neighboring existing or proposed developments and that it will not create traffic hazards or congestion. The proposed project is within the Monterey Crossings Specific Plan and is surrounded by commercial uses, existing streets, and vacant uses planned for commercial. The design of the project, including land use and site design, was previously analyzed, and approved with the Monterey Crossings Specific Plan and does not currently propose a project that differs from the original intent and approval. Page 16 of 48 DR23-0021 Town Place Suites Page 10 of 11 January 23, 2024 The project has been analyzed for potential traffic impacts in the adopted Mitigated Negative Declaration for the Monterey Crossings Specific Plan and will be required to meet all of the mitigation and conditions required. C. That the design and location of the proposed development is in keeping with the character of the surrounding neighborhood and is not detrimental to the harmonious, orderly, and attractive development contemplated by this title and the General Plan of the City. The proposed project blends well with the surrounding neighborhood by incorporating a modern desert contemporary design and utilizes a desert color and landscaping palette that is harmonious with surrounding development, including the Monterey Crossings Specific Plan. The design of the building, including flat and pitched roofs, varying roof and wall planes, and façade modulations, adds to the character of the area. D. That the design and location of the proposed development would provide a desirable environment for its occupants, as well as for its neighbors, and that it is aesthetically of good composition, materials, textures, and colors. The proposed design utilizes durable finishes and features a quality contemporary style characterized by stone veneer, metal canopies, and desert compatible colors. The buildings provide for a quality visual aesthetic along Monterey Avenue, Interstate 10 Freeway, and within the Monterey Crossings Specific Plan. The project also includes extensive onsite landscaping along perimeter frontages, including many tree and shrub species, and pedestrian and vehicular connectivity to surrounding developments. E. That the proposed use conforms to all the requirements of the zone in which it is located and all other applicable requirements. The proposed development conforms with all development standards of the underlying Monterey Crossings Specific Plan. The Monterey Crossings Specific Plan established this project site for development of a hotel. This project meets the intent, layout, development standards, use, and design as established by the Specific Plan. F. That the overall development of the land shall be designed to ensure the protection of the public health, safety, and general welfare. The site plan and grading plan has been reviewed to confirm the design provides protection of the public’s health, safety, and general welfare. The site is adequately serviced by utilities and the grading plan reviewed in accordance with City requirements. The project falls in line with the design analyzed and approved within the Monterey Crossings Specific Plan. Page 17 of 48 DR23-0021 Town Place Suites Page 11 of 11 January 23, 2024 STAFF RECOMMENDATION Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review. Any modifications required by the ARC should be added to the motion as a condition of approval. Attachment(s): 1. Project Exhibits 2. City Council Resolution No. 2017-38 Page 18 of 48 COVER SHEET / SHEET INDEX A-01 OVERALL SITE PLAN A-02 PEDESTRIAN & VEHICULAR CIRCULATION A-03 ENLARGED SITE PLAN A-04 FLOOR & ROOF PLANS A-05 PERSPECTIVE RENDERING A-06 ELEVATIONS A-07 ELEVATIONS A-08 ELEVATIONS A-09 SECTIONS / LINE OF SIGHT A-10 APPROVED COLOR & MATERIALS A-11 HOTEL COLOR & MATERIALS C-01 PRELIMINARY GRADING PLAN C-02 PRELIMINARY UTILITY PLAN L-01 LANDSCAPE SITE PLAN L-02 LANDSCAPE SITE PLAN (COLOR) L-03 PLANTING IMAGERY P-SL1 PHOTOMETRIC SITE PLAN PROPERTY OWNER / MASTER DEVELOPER: FOUNTAINHEAD DEVELOPMENT 1401 QUAIL STREET, SUITE 100 NEWPORT BEACH, CA 92660 CONTACT: VASANTHI OKUMA 949.752.2515 HOTEL DEVELOPER: KAMLA HOTELS 12800 CENTER COURT DRIVE, SUITE 525 CERRITOS, CA 90703 CONTACT: DEV PATEL 562.231.5973 ARCHITECT: AO 144 NORTH ORANGE STREET, ORANGE, CA 92866 CONTACT: TOM BERGERSON714.639.9860 CIVIL ENGINEER: SWS ENGINEERING, INC. 1635 LAKE SAN MARCOS DRIVE, SUITE 200 SAN MARCOS, CA 92078 CONTACT: MICHAEL D. SCHWEITZER 760.744.0011 LANDSCAPE: CUMMINGS CURLEY AND ASSOCIATES, INC. 3633 LONG BEACH BLVD, LONG BEACH, CA 90807 CONTACT: ROBERT CURLEY 562.424.8182 X112 KAMLA HOTELS TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT, CA DATE: 2023-12-15 Page 19 of 48 Job No. Date PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING 2023-456 2023-12-15 OVERALL SITE PLAN N 120’100’75’50’25’10’0 SCALE: 1” = 60’-0” 12 10 11 4 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'MO N U M E N T SI G N PE T A R E A 2 1 4 TR A I L E R S T A L L LA N D S C A P E A R E A 1 TR A I L E R S T A L L 6 4 3 1 1 6 4 4 1 9 13 20 22 29 20 6 10 5 9 10 21 26 1ccc c c c ccccccccccc cccccccccccc ccccccccccccc cc[ N89°59'23"W 172.21' ][ N38 °04 '50 "W ] [ L=71 0 . 0 8 , R = 2 0 5 0 . 0 0 , Δ=19°50 ' 4 6 " ] [ N 89°59'23" W 269.19' ][ N0°00'35"W 242.72' ][ N 28°31'40" E 169.20' ][ N 5 4 ° 3 2 ' 4 0 " E 1 8 1 8 . 7 3 ' ] [ L= 1 1 2 . 1 2 R= 8 4 . 5 0 Δ=76° 0 1 ' 3 6 " ] [ L=43.89, R=213.50, Δ=11°46'42" ] CAV CAV CAVCAVCAV EVEVCAVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVc cc 76'-9" 83' 42' 62'-9" 108'-3" 23'-4"80'-8" 12' 3 7 2 2 EXIT ONL Y BLDG 7 RESTAURANT AC C E S S I B L E ON E BE D R O O M LA U N D R Y ST O R A G E HO U S E LA U N D R Y EL E V . EL E V . EL E C T R I C A L FO O D P R E P ME C H A N I C A L CO R R I D O R SA L E S OF F I C E VE S T . WO M E N S BA T HLA U N D R Y CH U T E WO R K AR E A IN A P I N C H ST O R A G E GE N E R A L MA N A G E R LAU N C H I N G PA D EX E R C I S E RO O M BR E A K F A S T RO O M HU B WE L C O M E DE S K CO M M U N A L TAB L E BU F F E T ME N S B A T H UP EM P L O Y E E BR E A K R O O M ST U D I O ST U D I O 3 3 0 DO U B L E QU E E N DO U B L E QU E E N DO U B L E QU E E N ME E T I N G RO O M GU E S T LAU N D R Y UP DO U B L E QU E E N ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O STU D I O STU D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ON E BE D R O O M ON EBE D R O O M AC C E S S I B L E ON EBE D R O O M M O N T E R E Y A V E N U EBI O S W A L E ±0 . 2 8 A C LA N D S C A P E A R E A / DR O P - O F F LS LS ±1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) CATHEDRAL CITY PALM DESERT THOUSAND PALMS INDIAN WELLS VICINITY MAP RANCHO MIRAGE LA QUINTA INDIO PROJECT SITE NORTHDate Job No. 2023-10-06 2023-456 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA OVERALL SITE PLAN Scale 1" = 60'-0" 0 10' 50' 75' 100'25'120' 60' N 01 VICINITY MAP N.T.S.NVICINITY MAP N.T.S. 4 1 9 13 20 22 29 20 6 10 5 9 10 21 26 1ccc c c c ccccccccccc cccccccccccc ccccccccccccc cc[ N89°59'23"W 172.21' ][ N38 °04 '50 "W ] [ L=71 0 . 0 8 , R = 2 0 5 0 . 0 0 , Δ=19°50 ' 4 6 " ] [ N 89°59'23" W 269.19' ][ N0°00'35"W 242.72' ][ N 28°31'40" E 169.20' ][ N 5 4 ° 3 2 ' 4 0 " E 1 8 1 8 . 7 3 ' ] [ L= 1 1 2 . 1 2 R= 8 4 . 5 0 Δ=76° 0 1 ' 3 6 " ] [ L=43.89, R=213.50, Δ=11°46'42" ] CAV CAV CAVCAVCAV EVEVCAVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVc cc 76'-9" 83' 42' 62'-9" 108'-3" 23'-4"80'-8" 12' 3 7 2 2 EXIT ONLY BLDG 7 RESTAURANT 12 10 11 4 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'M O N U M E N T SI G N PE T A R E A 2 1 4 TR A I L E R S T A L L LA N D S C A P E A R E A 1 TR A I L E R S T A L L 6 4 3 1 1 6 4 AC C E S S I B L E ON E BE D R O O M LA U N D R Y ST O R A G E HO U S E LAU N D R Y ELE V . ELE V . EL E C T R I C A L FO O D P R E P ME C H A N I C A L CO R R I D O R SA L E S OF F I C E VE S T . WO M E N S BA T HLAU N D R Y CH U T E WO R K AR E A IN A P I N C H ST O R A G E GE N E R A L MA N A G E R LAU N C H I N G PA D EX E R C I S E RO O M BR E A K F A S T RO O M HU B WE L C O M E DE S K CO M M U N A L TAB L E BU F F E T ME N S B A T H UP EM P L O Y E E BR E A K R O O M ST U D I O ST U D I O 3 3 0 DO U B L E QU E E N DO U B L E QU E E N DO U B L E QU E E N ME E T I N G RO O M GU E S T LA U N D R Y UP DO U B L E QU E E N ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ON E BE D R O O M ON EBE D R O O M AC C E S S I B L E ON E BE D R O O M M O N T E R E Y A V E N U EBI O S W A L E ±0 . 2 8 A C LA N D S C A P E A R E A / DR O P - O F F LS LS ±1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) 39 6 . 7 6 '296.50'15 3 . 3 9 ' 168.78'208.08'214.40'CATHEDRAL CITY PALM DESERT THOUSAND PALMS INDIAN WELLS VICINITY MAP RANCHO MIRAGE LA QUINTA INDIO PROJECT SITE NORTHDate Job No. 2023-12-08 2023-456 TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA OVERALL SITE PLAN Scale 1" = 60'-0" 0 10' 50' 75' 100'25'120' 60' N 01 VICINITY MAP N.T.S.N DINAH SHORE MONTEREY AVE-R A I L R O A D & I N T E R S T A T E 1 0 TRASH ENCLOSURE SCALE: 1/8” = 1’-0” METAL POST CMU CAP FRONT ELEVATION6'-4"6'-0"REAR ELEVATION 6'-4"2'-8"12'-8"10'-0"10'-0"PLASTER FINISH OVER 8"x8"x16" CMU BLOCK - COLOR TO MATCH BUILDING SIDE ELEVATIONS 12'-8" 24'-8" 20'-0"4'-8" HEAVY DUTY METAL GATE METAL ROOF PLASTER FINISH OVER 8"x8"x16" CMU BLOCK - COLOR TO MATCH BUILDING METAL POST CMU CAP PLASTER FINISH OVER 8"x8"x16" CMU BLOCK - COLOR TO MATCH BUILDING METAL ROOF10'-0"FLOOR PLAN12'-0"20'-0"4'-8" 4'-0"6'-6"5'-4"01A- Page 20 of 48 Job No. Date PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING 2023-456 2023-12-15 PEDESTRIAN & VEHICULAR CIRCULATION N 120’100’75’50’25’10’0 SCALE: 1” = 60’-0” 4 1 9 13 20 22 29 20 6 10 5 9 10 21 26 1ccc c c c ccccccccccc cccccccccccc ccccccccccccc cc[ N89°59'23"W 172.21' ][ N38 °04 '50 "W ] [ L=71 0 . 0 8 , R = 2 0 5 0 . 0 0 , Δ=19°50 ' 4 6 " ] [ N 89°59'23" W 269.19' ][ N0°00'35"W 242.72' ][ N 28°31'40" E 169.20' ][ N 5 4 ° 3 2 ' 4 0 " E 1 8 1 8 . 7 3 ' ] [ L= 1 1 2 . 1 2 R= 8 4 . 5 0 Δ=76° 0 1 ' 3 6 " ] [ L=43.89, R=213.50, Δ=11°46'42" ] CAV CAV CAVCAVCAV EVEVCAVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVc cc 76'-9" 83' 42' 62'-9" 108'-3" 23'-4"80'-8" 12' 3 7 2 2 EXIT ONLY BLDG 7 RESTAURANT 12 10 11 4 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'M O N U M E N T SI G N PE T A R E A 2 1 4 TR A I L E R S T A L L LA N D S C A P E A R E A 1 TR A I L E R S T A L L 6 4 3 1 1 6 4 AC C E S S I B L E ON E BE D R O O M LA U N D R Y ST O R A G E HO U S E LAU N D R Y ELE V . ELE V . EL E C T R I C A L FO O D P R E P ME C H A N I C A L CO R R I D O R SA L E S OF F I C E VE S T . WO M E N S BA T HLAU N D R Y CH U T E WO R K AR E A IN A P I N C H ST O R A G E GE N E R A L MA N A G E R LAU N C H I N G PA D EX E R C I S E RO O M BR E A K F A S T RO O M HU B WE L C O M E DE S K CO M M U N A L TAB L E BU F F E T ME N S B A T H UP EM P L O Y E E BR E A K R O O M ST U D I O ST U D I O 3 3 0 DO U B L E QU E E N DO U B L E QU E E N DO U B L E QU E E N ME E T I N G RO O M GU E S T LA U N D R Y UP DO U B L E QU E E N ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ON E BE D R O O M ON EBE D R O O M AC C E S S I B L E ON E BE D R O O M M O N T E R E Y A V E N U EBI O S W A L E 26'-0"21'-4"18'-6"18'-6"11'-5"40'-6"18'-6"26'-0"18'-6"10'-0"18'-6"26'-0"18'-6"9'-0" TYP . 18'- 6 " 26'- 0 " 15'- 0 " 15'- 0 " 15'- 0 "30'-0"EASEMENT30'-0"EASEMENT±0 . 2 8 A C 26'-0"LA N D S C A P E A R E A / DR O P - O F F LS LS ±1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) 39 6 . 7 6 '296.50'15 3 . 3 9 ' 168.78'208.08'214.40'304' - 1 "75'-9"25'- 0 " 67'- 8 "84'-9"136'-1"10'-0" 10'- 0 "18'-1"17'-0"30'-0" STREET SETBACK 12'-0"34'- 5 "5'-6"5'-0" 5'-6" 5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"Date Job No. 2023-12-08 2023-456 TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA PEDESTRIAN & VEHICULAR CIRCULATION Scale 1" = 60'-0" 0 10' 50' 75' 100'25'120' 60' N 02 LEGEND PEDESTRIAN CIRCULATION VEHICULAR CIRCULATION PEDESTRIAN ACCESS VEHICULAR ACCESS** * **DINAH SHORE MONTEREY AVE-R A I L R O A D & I N T E R S T A T E 1 0 02A- LEGEND PEDESTRIAN CIRCULATION VEHICULAR CIRCULATION HOTEL ENTRANCE VEHICULAR ACCESS Page 21 of 48 Job No. Date PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING 2023-456 2023-12-15 ENLARGED SITE PLAN N 60’45’30’20’10’5’0 SCALE: 1” = 30’-0” 4 1 9 13 20 22c cc c c c cccccc[ N0°00'35"W 242.72' ]3 7 2 2 12 10 11 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'PE T A R E A 2 1 4 TR A I L E R S T A L L 1 TR A I L E R S T A L L 6 3 1 6 4 AC C E S S I B L E ON E BE D R O O M LA U N D R Y ST O R A G E HO U S E LA U N D R Y EL E V . EL E V . EL E C T R I C A L FO O D P R E P ME C H A N I C A L CO R R I D O R SA L E S OF F I C E VE S T . W O M E N S BA T HLA U N D R Y CH U T E W O R K AR E A IN A P I N C H ST O R A G E GE N E R A L MA N A G E R LA U N C H I N G PA D EX E R C I S E RO O M BR E A K F A S T RO O M HU B WE L C O M E DE S K CO M M U N A L TA B L E BU F F E T ME N S B A T H UP EM P L O Y E E BR E A K R O O M ST U D I O ST U D I O 3 3 0 DO U B L E QU E E N DO U B L E QU E E N DO U B L E QU E E N ME E T I N G RO O M GU E S T LA U N D R Y UP DO U B L E QU E E N ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ST U D I O ON E BE D R O O M ON E BE D R O O M AC C E S S I B L E ON E BE D R O O M M O N T E R E Y A V E N U EBI O S W A L E 26'-0"21'-4"18'-6"18'-6"11'-5"40'-6"18'-6"26'-0"18'-6"10'-0"18'-6"26'-0"18'-6"9'-0 " TYP . 18'- 6 " 26'- 0 " 15'- 0 " 15'- 0 " 15'- 0 "30'-0"EASEMENT30'-0"EASEMENT±0 . 2 8 A C 26'-0"LA N D S C A P E A R E A / DR O P - O F F LS LS ± 1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) 39 6 . 7 6 '296.50'15 3 . 3 9 ' 168.78'208.08'214.40'304' - 1 "75'-9"25'- 0 " 67'- 8 "84'-9"136'-1"10'-0" 10'- 0 "18'-1"17'-0"30'-0" STREET SETBACK 12'-0"34'- 5 "5'-6"5'-0 " 5'-6 " 5'-6 "5'-6"5'-6"5'-6 "5'-6"5'-6"5'-6"5'-6 " Date Job No. 2023-12-08 2023-456 TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA HOTEL CONCEPT SITE PLAN Scale 1" = 30'-0" 0 5' 20'30'45'10'60' 30' N 03 HOTEL SITE SUMMARY ADDRESS NEC MONTEREY AVENUE & DINAH SHORE DRIVE, PALM DESERT, CA ZONING P.C.-(3) (FCOD) = PLANNED COMMERCIAL: REGIONAL w/ FREEWAY COMMERCIAL OVERLAY DISTRICT PRECISE PLAN MONTEREY CROSSING SPECIFIC PLAN PROPOSED USE HOTEL ASSESSOR PARCEL NO.685020021 SITE GROSS AREA 124,902 SF / +- 2.87 AC BUILDING GROSS AREA ±67,568 SF ALLOWED / REQUIRED PROVIDED FRONT/SIDE/REAR SETBACKS - MAX. LOT COVERAGE 40% MAX.14% MAX. FAR 1.0 MAX.0.53 MIN. LANDSCAPE COVERAGE 20% MIN. (24,962 SF)24.9% (31,028 SF) MIN. STREET SETBACK 30' MIN.30' MIN. BUILDING SETBACK AT FREEWAY 50' MIN.84'-9" MIN. BUILDING SETBACK AT MAJOR 32' MIN.65'-2" MAX. BUILDING HEIGHT 50' (4 STORIES) PLUS ARCHITECTURAL FEATURES, ELEVATOR AND STAIRWAYS, ETC. MAY BE UP TO 60' TALL 46' TO PARAPET / 54'-6" TO FEATURES PARKING REQUIRED PROVIDED 9' x 16.5' + 2' O.H. MIN. STANDARD PARKING, PER § 25.46.030 1 PER KEY = 128 SPACES 131 SPACES KEY NOTES: ADA LOADING ZONE LOADING ZONE LONG TERM BICYCLE PARKING TRASH ENCLOSURE PER CITY STANDARDS ACCESSIBLE PARKING, SIGNAGE AND STRIPING PER CITY STANDARDS SHORT TERM BICYCLE PARKING 1 2 3 4 5 6 7 8 9 10 11 12 ASPHALT PAVING LANDSCAPING, TYP. 13 EV CHARGING STATION ENTRANCE PATIO ENHANCED PAVING AT DROP-OFF AREA 17 4 10 NOT USED 14 OUTDOOR POOL DECK AMENITIES (SEE LANDSCAPING PLAN) 15 POOL SHOWERS 16 POOL RESTROOM POOL EQUIPMENT & STORAGE 1 2 3 11 6 7 8 9 15 16 SEWER EASEMENT 17 11 11 11 11 11 11 10 12 5 12 14 BUILDING QUALIFICATION BUILDING OCCUPANCY (NON-SEPARATED OCCUPANCY) PRIMARY OCCUPANCY GROUP R-1 ACCESSORY OCCUPANCIES (LESS THAN 10%)GROUP A-2, GROUP A-3, GROUP B, GROUP S1 BUILDING CONSTRUCTION TYPE V-A FULLY SPRINKLED YES PROPOSED BUILDING HEIGHT 54'-6" ( 4 STORIES) ALLOWABLE BUILDING HEIGHT 70'-0" ( 4 STORIES WITHOUT AREA INCREASE) PROPOSED BUILDING FLOOR AREA (67,597 SF) TOTAL THIS BUILDING NEEDS TO BE SUB DIVIDED INTO (2) SEPARATE STRUCTURES TO QUALIFY. BUILDING #1 PROPOSED BUILDING FLOOR AREA (35,063 SF) TOTAL AND AREA PER FLOOR < 21,000 SF BUILDING #2 PROPOSED BUILDING FLOOR AREA (32,534 SF) TOTAL AND AREA PER FLOOR < 21,000 SF ALLOWABLE BUILDING FLOOR AREA 42,000 SF (ALLOWABLE AREA PER STORY = 21,000 SF) 03A- Page 22 of 48 Job No. Date PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING 2023-456 2023-12-15 FLOOR & ROOF PLANS N 32’24’16’8’4’2’0 SCALE: 1/16” = 1’-0” ACCESSIBLE ONE BEDROOM LAUNDRY STORAGE HOUSE LAUNDRY ELEV. ELEV. ELECTRICAL FOOD PREP MECHANICAL CORRIDOR SALES OFFICE VEST. WOMENS BATH LAUNDRY CHUTE WORK AREA IN A PINCH STORAGE GENERAL MANAGER LAUNCHING PAD EXERCISE ROOM BREAKFAST ROOM HUB WELCOME DESK COMMUNAL TABLE BUFFET MENS BATH UP EMPLOYEE BREAKROOM STUDIO STUDIO 330DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN MEETING ROOM GUEST LAUNDRY UP DOUBLE QUEEN STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO ONE BEDROOM ONE BEDROOM ACCESSIBLE ONE BEDROOM 75'-9"300'-8" 28'-8"15'-3" TYP. 15'-3" TYP.12'-0"15'-3"9'-9"15'-3"12'-0"UP DN UP DN ACCESSIBLE TYPICAL FLOOR STUDIO ACCESSIBLE DOUBLE QUEEN DOUBLE QUEEN ELEV. ELEV. ACCESSIBLE TYPICAL FLOOR STUDIO STOR. ENGIN. DOUBLE QUEEN ONE BEDROOM DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIO STUDIOSTUDIOSTUDIOSTUDIO STUDIOSTUDIOSTUDIOSTUDIO ONE BEDROOM ONE BEDROOM ONE BEDROOM 75'-9"300'-8" 28'-8"15'-3" TYP. 15'-3" TYP.12'-0"15'-3"9'-9"15'-3"12'-0"1/4:121/4:121/4:121/4:121:12 1:12 1:12 1/4:121/4:121/4:12SLOPE 1:12 T.O.P. 46'-0" T.O.P. 46'-0"T.O.P. 47'-6" T.O.P. 47'-6"T.O.P. 46'-0" T.O.P. 46'-0" T.O.P. 47'-6" T.O.P. 53'-6" T.O.P. 53'-6" 52'-0" 52'-0" 54'-6"75'-9"300'-8" T.O.P. 47'-6" 54'-6"SLOPESTAIR ACCESS TO ROOF 52'-0" ELEVATOR PENTHOUSE 47'-0" 04A- LEVEL 1 LEVELS 2-4 ROOF Page 23 of 48 Job No. Date PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING 2023-456 2023-12-15 PERSPECTIVE RENDERING 05A- Page 24 of 48 Job No. Date PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING 2023-456 2023-12-15 ELEVATIONS 32’16’04’8’ SCALE: 3/32” = 1’-0” 06A- ±32’ - 0” LEVEL 4 ±46’ - 0” T.O. TOWER ±54’ - 6” T.O. PARAPET ±22’ - 0” LEVEL 3 ±12’ - 0” LEVEL 2 0’ - 0” LEVEL 1 ±53’ - 6” ±47’ - 6”±47’ - 6” PT-1 1 PT-1 1 PT-2 1 PT-4 1 PT-4 1 PT-3 1 PT-4 18 121315149911228836745 11. METAL CANOPY - POWDER COATED TO MATCH PT-5 12. METAL REVEAL - COLOR TO MATCH ADJACENT SURFACE 13. STANDING SEAM METAL ROOF 14. WROUGHT IRON FENCING 15. GREEN SCREEN PT-1 SHERWIN WILLIAMS - SW7505 “MANOR HOUSE” PT-2 SHERWIN WILLIAMS - SW6068 “BREVITY BROWN” PT-3 SHERWIN WILLIAMS - SW9088 “UTAUPEIA” PT-4 SHERWIN WILLIAMS - SW0037 “MORRIS ROOM GREY” PT-5 SHERWIN WILLIAMS - SW7571 “CASA BLANCA” MATERIAL LEGEND 1. EXTERIOR PLASTER - PAINTED: 2. FASCIA BOARD - COLOR TO MATCH “DARK BRONZE” 3. STONE VENEER - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE 4. STONE VENEER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 5. STONE VENEER PILASTER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 6. ANODIZED ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING “DARK BRONZE” 7. ANODIZED ALUMINUM WINDOW W/ LOW-E GLAZING “DARK BRONZE” 8. METAL CANOPY - COLOR TO MATCH “DARK BRONZE” 9. METAL FLASHING - COLOR TO MATCH ADJACENT SURFACE 10. HOLLOW METAL DOOR - COLOR TO MATCH “DARK BRONZE” 4’ - 0” APPROVED FRONT - EAST ELEVATION PROPOSED FRONT - SOUTH ELEVATION ±46’ - 0”±46’ - 0” Page 25 of 48 Job No. Date PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING 2023-456 2023-12-15 ELEVATIONS 32’16’04’8’ SCALE: 3/32” = 1’-0” 07A- ±32’ - 0” LEVEL 4 ±46’ - 0” T.O. TOWER ±54’ - 6” T.O. PARAPET ±22’ - 0” LEVEL 3 ±12’ - 0” LEVEL 2 0’ - 0” LEVEL 1 ±53’ - 6” ±47’ - 6”±47’ - 6” PT-1 1 PT-1 1 PT-2 1 PT-3 1 PT-4 18 121399922867104153 MATERIAL LEGEND 11. METAL CANOPY - POWDER COATED TO MATCH PT-5 12. METAL REVEAL - COLOR TO MATCH ADJACENT SURFACE 13. STANDING SEAM METAL ROOF 14. WROUGHT IRON FENCING 15. GREEN SCREEN PT-1 SHERWIN WILLIAMS - SW7505 “MANOR HOUSE” PT-2 SHERWIN WILLIAMS - SW6068 “BREVITY BROWN” PT-3 SHERWIN WILLIAMS - SW9088 “UTAUPEIA” PT-4 SHERWIN WILLIAMS - SW0037 “MORRIS ROOM GREY” PT-5 SHERWIN WILLIAMS - SW7571 “CASA BLANCA” 1. EXTERIOR PLASTER - PAINTED: 2. FASCIA BOARD - COLOR TO MATCH “DARK BRONZE” 3. STONE VENEER - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE 4. STONE VENEER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 5. STONE VENEER PILASTER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 6. ANODIZED ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING “DARK BRONZE” 7. ANODIZED ALUMINUM WINDOW W/ LOW-E GLAZING “DARK BRONZE” 8. METAL CANOPY - COLOR TO MATCH “DARK BRONZE” 9. METAL FLASHING - COLOR TO MATCH ADJACENT SURFACE 10. HOLLOW METAL DOOR - COLOR TO MATCH “DARK BRONZE” 4’ - 0” APPROVED REAR - WEST ELEVATION PROPOSED REAR - NORTH ELEVATION ±46’ - 0”±46’ - 0” Page 26 of 48 Job No. Date PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING 2023-456 2023-12-15 ELEVATIONS 32’16’04’8’ SCALE: 3/32” = 1’-0” 08A- ±32’ - 0”±32’ - 0” LEVEL 4 LEVEL 4 ±46’ - 0”±46’ - 0” T.O. TOWER ±54’ - 6”T.O. TOWER ±54’ - 6” T.O. PARAPET T.O. PARAPET ±22’ - 0”±22’ - 0” LEVEL 3 LEVEL 3 ±12’ - 0”±12’ - 0” LEVEL 2 LEVEL 2 0’ - 0”0’ - 0” LEVEL 1 LEVEL 1 ±53’ - 6”±53’ - 6” PT-1 1 PT-2 1 PT-3 1 PT-4 1 8 12131514222674439 MATERIAL LEGEND 11 11. METAL CANOPY - POWDER COATED TO MATCH PT-5 12. METAL REVEAL - COLOR TO MATCH ADJACENT SURFACE 13. STANDING SEAM METAL ROOF 14. WROUGHT IRON FENCING 15. GREEN SCREEN PT-1 SHERWIN WILLIAMS - SW7505 “MANOR HOUSE” PT-2 SHERWIN WILLIAMS - SW6068 “BREVITY BROWN” PT-3 SHERWIN WILLIAMS - SW9088 “UTAUPEIA” PT-4 SHERWIN WILLIAMS - SW0037 “MORRIS ROOM GREY” PT-5 SHERWIN WILLIAMS - SW7571 “CASA BLANCA” 1. EXTERIOR PLASTER - PAINTED: 2. FASCIA BOARD - COLOR TO MATCH “DARK BRONZE” 3. STONE VENEER - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE 4. STONE VENEER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 5. STONE VENEER PILASTER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 6. ANODIZED ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING “DARK BRONZE” 7. ANODIZED ALUMINUM WINDOW W/ LOW-E GLAZING “DARK BRONZE” 8. METAL CANOPY - COLOR TO MATCH “DARK BRONZE” 9. METAL FLASHING - COLOR TO MATCH ADJACENT SURFACE 10. HOLLOW METAL DOOR - COLOR TO MATCH “DARK BRONZE” 4’ - 0” APPROVED SIDE - SOUTH ELEVATION APPROVED SIDE - NORTH ELEVATION PROPOSED SIDE - WEST ELEVATION PROPOSED SIDE - EAST ELEVATION Page 27 of 48 Job No. Date PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING 2023-456 2023-12-15 SECTIONS / LINE OF SIGHT 32’24’16’8’4’2’0 SCALE: 1/16” = 1’-0” PL PL 09A- MONTEREY AVENUE MONTEREY AVENUE PARAPET ±46’ - 0” F.F. 212.30’ ±0’ - 0”EL. 211.00’ EL. 211.14’ EL. 212.00’ EL. 212.09’ EL. 212.11’ EL. 211.24’EL. 210.00’ EL. 210.45’ EL. 207.00’ LEVEL 2 ±12’-0” LEVEL 2 ±12’-0” LEVEL 3 ±22’-0” LEVEL 3 ±22’-0” LEVEL 4 ±32’-0” LEVEL 4 ±32’-0” PARAPET ±46’ - 0” TOWER ±53’ - 6” ELEVATOR PENTHOUSE ±47’ - 0”HVAC UNIT, TYP. ±46’ - 0” HVAC UNIT, TYP. ±46’ - 0” ELEVATOR PENTHOUSE ±47’ - 0” TOWER ±53’ - 6” MECHANICAL AREA TOWER ±54’ - 6” PARAPET ±47’ - 6” ±25’ - 0” CURB ±25’ - 0” CURB VIEW FROM STREET ±30’ - 0” VIEW FROM STREET ±30’ - 0” SLOPE / LANDSCAPE AREA F.F. 212.30’ ±0’ - 0” MECHANICAL AREA LINE OF S I G H T LINE OF SIGHT PARAPET ±47’ - 6” TOWER ±54’ - 6” SECTION A-A SECTION B-B 4 1 9 13 20 22 29 20 6 10 5 9 10 21 26 1ccc c c c ccccccccccc cccccccccccc ccccccccccccc cc[ N89°59'23"W 172.21' ][ N38 °04 '50 "W ] [ L=710 . 0 8 , R = 2 0 5 0 . 0 0 , Δ=19°50' 4 6 " ] [ N 89°59'23" W 269.19' ][ N0°00'35"W 242.72' ][ N 28°31'40" E 169.20' ][ N 5 4 ° 3 2 ' 4 0 " E 1 8 1 8 . 7 3 ' ] [ L= 1 1 2 . 1 2 R= 8 4 . 5 0 Δ=76° 0 1 ' 3 6 " ] [ L=43.89, R=213.50, Δ=11°46'42" ] CAV CAV CAVCAVCAV EVEVCAVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVCAV/EVc cc 76'-9" 83' 42' 62'-9" 108'-3" 23'-4"80'-8" 12' 3 7 2 2 EXIT ONLY BLDG 7 RESTAURANT 12 10 11 4 PA T I O PR O P O S E D BU I L D I N G 1 ± 6 , 1 0 0 S . F . 33 8 . 0 0 '296.5'MO N U M E N T SI G N PE T A R E A 2 1 4 TR A I L E R S T A L L LA N D S C A P E A R E A 1 TR A I L E R S T A L L 6 4 3 1 1 6 4 ACC E S S I B L E ON E BE D R O O M LAU N D R Y STO R A G E HOU S E LAU N D R Y ELE V . ELE V . ELE C T R I C A L FO O D P R E P ME C H A N I C A L COR R I D O R SAL E S OFF I C E VES T . WO M E N S BAT HLAU N D R Y CHU T E WO R K AR E A IN A P I N C H STO R A G E GEN E R A L MA N A G E R LAU N C H I N G PAD EXE R C I S E RO O M BR E A K F A S T RO O M HUB WEL C O M E DE S K CO M M U N A L TAB L E BUF F E T ME N S B A T H UP EMP L O Y E E BR E A K R O O M STU D I O STU D I O 3 3 0 DOU B L E QU E E N DOU B L E QU E E N DO U B L E QUE E N MEE T I N G RO O M GUE S T LAU N D R Y UP DO U B L E QU E E N STU D I O STU D I O STU D I O STU D I O ST U D I O STU D I O STU D I O STU D I O ST U D I O STU D I O STU D I O STU D I O STU D I O STU D I O ONEBED R O O M ONEBE D R O O M AC C E S S I B L E ONEBE D R O O M M O N T E R E Y A V E N U EBI O S W A L E 26'-0"21'-4"18'-6"18'-6"11'-5"40'-6"18'-6"26'-0"18'-6"10'-0"18'-6"26'-0"18'-6"9'-0" TYP . 18'- 6 " 26'- 0 " 15'- 0 " 15'- 0 " 15'- 0 "30'-0"EASEMENT30'-0"EASEMENT±0 . 2 8 A C 26'-0"LA N D S C A P E A R E A / DR O P - O F F LS LS ±1 2 8 K E Y S @ 4 L E V E L S H O T E L LS LS LS LS LS LS LS N. A . P . R A I L R O A D & I N T E R S T A T E 1 0 6 5 7 12 8 6 8 7 8 7 7 4 6 7 6 7 6 6 6 EV EV EV EV EV EVEV2 RE C R E A T I O N T U R F (S E E L A N D S C A P I N G P L A N ) PO O L A R E A (S E E L A N D S C A P I N G P L A N ) 39 6 . 7 6 '296.50'15 3 . 3 9 ' 168.78'208.08'214.40'304' - 1 "75'-9"25'- 0 " 67'- 8 "84'-9"136'-1"10'-0" 10'- 0 "18'-1"17'-0"30'-0" STREET SETBACK 12'-0"34'- 5 "5'-6"5'-0" 5'-6" 5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"5'-6"DateJob No. 2023-12-08 2023-456 TOWNEPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA PEDESTRIAN & VEHICULAR CIRCULATION Scale 1" = 60'-0" 0 10' 50' 75' 100'25'120' 60' N 02 LEGEND PEDESTRIAN CIRCULATION VEHICULAR CIRCULATION PEDESTRIAN ACCESS VEHICULAR ACCESS NKEY PLAN A A B B PL Page 28 of 48 Job No. Date PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING 2023-456 2023-12-15 APPROVED COLOR & MATERIALS FOR REFERENCE ONLY 10A- MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” Page 29 of 48 Job No. Date PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING 2023-456 2023-12-15 HOTEL COLOR & MATERIALS 11A-MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” 6 31 4 & 5 PT-1 PT-3PT-2 PT-4 PT-5 7 8 15 MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” MONTEREY CROSSING DINAH SHORE DRIVE AND MONTEREY AVENUE PALM DESERT, CALIFORNIA COLOR & MATERIAL BOARD Scale: N.T.S. The plans, ideas, arrangements and designs indicated or represented by this drawing are owned by, and are the property of BICKEL GROUP, and were created and developed solely for use on, and in connection with this specific project, and shall not be used, in whole or in part, for any purpose for which they were not originally intended without written permission from BICKEL GROUP © 2015. December 5, 2016 SHERWIN WILLIAMS SW7505 “MANOR HOUSE” SHERWIN WILLIAMS SW9170 “ACIER” PPG SOLARBAN 70XL SOLAR CONTROL LOW-E GLASS “SOLARBRONZE” PPG SOLARBAN 60 FLOAT GLASS “STARPHIRE” DARK BRONZE ANODIZED ALUMINUM STOREFRONT ANGELUS SPLIT FACE BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS PRECISION BLOCK S.O. COLOR “SIENNA BROWN” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CHAMPAGNE” ANGELUS SPEC MIX MORTAR TYPE S “MEDIUM TAN” CREATIVE MINES CRAFT BOARD FORM “MONSOON” CORONADO SAND CANYON FLAGSTONE - “DESERT BEIGE” NATURAL FLAGSTONE U.S. STEEL MESH CORTEN AZP RAW PINEAPPLE GROVE DESIGNS CIRCLE SQUARE FRIEZE COLOR TO MATCH BLDG STEEL LANDSCAPE VERTICAL TRELLIS SHERWIN WILLIAMS SW0037 “MORRIS ROOM GREY” SHERWIN WILLIAMS SW6992 “INKWELL” METAL PANEL “COLONIAL RED” SHERWIN WILLIAMS SW6170 “TECHNO GREY” SHERWIN WILLIAMS SW6054 “CANYON CLAY” SHERWIN WILLIAMS SW6166 “ECLIPSE” SHERWIN WILLIAMS SW9088 “UTAUPEIA” U.S. STEEL PERFORATED CORTEN AZP RAW ANGELUS SPLIT FACE BLOCK S.O. COLOR “EBONY” ANGELUS BURNISHED BLOCK S.O. TEXTURE “CINDER WHITE” SHERWIN WILLIAMS SW6068 “BREVITY BROWN” SHERWIN WILLIAMS SW7571 “CASA BLANCA” MATERIAL LEGEND 11. METAL CANOPY - POWDER COATED TO MATCH PT-5 12. METAL REVEAL - COLOR TO MATCH ADJACENT SURFACE 13. STANDING SEAM METAL ROOF 14. WROUGHT IRON FENCING 15. GREEN SCREEN PT-1 SHERWIN WILLIAMS - SW7505 “MANOR HOUSE” PT-2 SHERWIN WILLIAMS - SW6068 “BREVITY BROWN” PT-3 SHERWIN WILLIAMS - SW9088 “UTAUPEIA” PT-4 SHERWIN WILLIAMS - SW0037 “MORRIS ROOM GREY” PT-5 SHERWIN WILLIAMS - SW7571 “CASA BLANCA” 1. EXTERIOR PLASTER - PAINTED: 2. FASCIA BOARD - COLOR TO MATCH “DARK BRONZE” 3. STONE VENEER - THOMPSON BUILDING MATERIALS - AAA FLAGSTONE 4. STONE VENEER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 5. STONE VENEER PILASTER - CREATIVE MINES - CRAFT BOARD FORM “MONSOON” 6. ANODIZED ALUMINUM STOREFRONT SYSTEM W/ CLEAR GLAZING “DARK BRONZE” 7. ANODIZED ALUMINUM WINDOW W/ LOW-E GLAZING “DARK BRONZE” 8. METAL CANOPY - COLOR TO MATCH “DARK BRONZE” 9. METAL FLASHING - COLOR TO MATCH ADJACENT SURFACE 10. HOLLOW METAL DOOR - COLOR TO MATCH “DARK BRONZE” Page 30 of 48 Page 31 of 48 Page 32 of 48 Page 33 of 48 FOFOFOFOFOFOFO FOFOFOFOFOFOFO PROPOSED TOWNPLACE SUITES F.F. 212.30 Date Job No. 2023-12-14 23-350 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA DATE: Dec 14, 23 1:15pm by:Mike.Schweitzer FILE:Z:\Projects\2023\23-350\PROD\Planning\DRC\23-350_DRC-C01.dwg REVISIONSMARK DATE AV 10/23 ORIGINAL S 01C- Page 34 of 48 FOFOFOFOFOFOFO FOFOFOFOFOFOFO PROPOSED TOWNPLACE SUITESF.F. 212.30 Date Job No. 2023-12-14 23-350 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA DATE: Dec 14, 23 1:16pm by:Mike.Schweitzer FILE:Z:\Projects\2023\23-350\PROD\Planning\DRC\23-350_DRC-C02.dwg REVISIONSMARK DATE AV 10/23 ORIGINAL 02C- Page 35 of 48 ELEV. ELEV. ELECTRICAL MECHANICAL GENERAL MANAGER EXERCISE ROOM UPUP 296.5'22M O N T E R E Y A V E N U ER A I L R O A D & I N T E R S T A T E 1 0 BIOSWALE ±0.28 AC NOT A PART Date Job No. 2023-12-14 23-10615 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA C C incAC U M M I N G S C U R L E Y L a n d s c a p e A r c h i t e c t s and A S S O C I A T E S, I N C LANDSCAPE CONCEPT SITE PLAN Scale 1" = 20'-0" 0 2' 10'20'30'5'40' 20' N 01 SYMBOL DESCRIPTION Pet Pride Pro Synthetic Turf Contact Daryl Green, Green Product Sales. 949-584-7311 4"-8" Baja Cresta Rubble - Southwest Boulder and Stone. Install solid no earth showing 1" below hardscape. (min 3" layer) Install over DeWitt 3.5 oz. Brown Weed Barrier.. Quantities are estimaes and the installer shall perform their own takes offs based on final site 1"-3" Baja Cresta Rubble - Southwest Boulder and Stone. 3" layer min. Install solid no earth showing 1" below hardscape. Install over DeWitt 3.5 oz. Brown Weed Barrier.. Quantities are estimaes and the installer shall perform their own takes offs based on final site NON-LIVING GROUND COVER SCHEDULE DESCRIPTION QTY Landscape Area 31,028 sf LANDSCAPE AREA CALCULATIONS DESCRIPTION QTY Parking Area 21,911 sf Tree Canpy 11,147 sf MWELO PARKING SHADE 21,911 x .50 = 10,955.5 sf required shade 11,147 sf of shade provide. 11,147sf > 10,955.5 sf Scored / Colored Concrete POOL SPA RECREATION TURF Bike Racks Bike Lockers Italian Cypress Fruitless Olive Hybrid California Fan Palm Italian Stone Pine Fruitless Olive Date Palm SYMBOL QTY BOTANICAL / COMMON NAME CONT TREES 22 Cercidium `Hybrid` AZT / AZT Hybrid Palo Verde 24" Box 13 Cupressus sempervirens / Italian Cypress 24" Box 12 Olea europaea `Swan Hill` / Fruitless Olive 24" Box Multi 20 Olea europaea `Swan Hill` / Fruitless Olive 48" Box Multi 7 Phoenix dactylifera / Date Palm 18` Brown Trunk Skinned 13 Pinus pinea / Italian Stone Pine 36" Box 25 Washingtonia filifera hybrid / Hybrid California Fan Palm 25` BT Clean & Skin SHRUBS 55 Achillea x `Moonshine` / Moonshine Yarrow 5 gal 19 Agave americana / Century Plant 5 gal 115 Bougainvillea x `Raspberry Ice` / Raspberry Ice Bougainvillea Trellis 5 gal 69 Caesalpinia mexicana / Mexican Bird of Paradise 5 gal 27 Convolvulus cneorum / Bush Morning Glory 5 gal 44 Echinocactus grusonii / Golden Barrel Cactus 5 gal 6 Fouquieria splendens / Ocotillo 4-6 Canes, 36"-48" Tall 113 Hesperaloe parviflora / Red Yucca 5 gal 219 Leucophyllum frutescens `Compacta` / Compact Texas Ranger 5 gal 133 Pennisetum setaceum `Rubrum` / Purple Fountain Grass 5 gal 112 Senna artemisioides / Silver Senna 5 gal PLANT SCHEDULE Site area 124,751.13 sf Landscape area percentage 24.9% 01L-PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING LANDSCAPE CONCEPT SITE PLAN Page 36 of 48 ELEV. ELEV. ELECTRICAL MECHANICAL GENERAL MANAGER EXERCISE ROOM UPUP 296.5'22M O N T E R E Y A V E N U ER A I L R O A D & I N T E R S T A T E 1 0 BIOSWALE ±0.28 AC NOT A PART Date Job No. 2023-12-14 23-10615 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA C C incAC U M M I N G S C U R L E Y L a n d s c a p e A r c h i t e c t s and A S S O C I A T E S, I N C LANDSCAPE CONCEPT SITE PLAN Scale 1" = 20'-0" 0 2' 10'20'30'5'40' 20' N 01 Scored / Colored Concrete POOL SPA RECREATION TURF Bike Racks Bike Lockers Italian Cypress Fruitless Olive Hybrid California Fan Palm Italian Stone Pine Fruitless Olive Date Palm SYMBOL DESCRIPTION Pet Pride Pro Synthetic Turf Contact Daryl Green, Green Product Sales. 949-584-7311 4"-8" Baja Cresta Rubble - Southwest Boulder and Stone. Install solid no earth showing 1" below hardscape. (min 3" layer) Install over DeWitt 3.5 oz. Brown Weed Barrier.. Quantities are estimaes and the installer shall perform their own takes offs based on final site 1"-3" Baja Cresta Rubble - Southwest Boulder and Stone. 3" layer min. Install solid no earth showing 1" below hardscape. Install over DeWitt 3.5 oz. Brown Weed Barrier.. Quantities are estimaes and the installer shall perform their own takes offs based on final site NON-LIVING GROUND COVER SCHEDULE DESCRIPTION QTY Parking Area 21,911 sf Tree Canpy 11,147 sf MWELO PARKING SHADE 21,911 x .50 = 10,955.5 sf required shade 11,147 sf of shade provide. 11,147sf > 10,955.5 sf DESCRIPTION QTY Landscape Area 31,028 sf LANDSCAPE AREA CALCULATIONS Site area 124,751.13 sf Landscape area percentage 24.9% SYMBOL QTY BOTANICAL / COMMON NAME CONT TREES 22 Cercidium `Hybrid` AZT / AZT Hybrid Palo Verde 24" Box 13 Cupressus sempervirens / Italian Cypress 24" Box 12 Olea europaea `Swan Hill` / Fruitless Olive 24" Box Multi 20 Olea europaea `Swan Hill` / Fruitless Olive 48" Box Multi 7 Phoenix dactylifera / Date Palm 18` Brown Trunk Skinned 13 Pinus pinea / Italian Stone Pine 36" Box 25 Washingtonia filifera hybrid / Hybrid California Fan Palm 25` BT Clean & Skin SHRUBS 55 Achillea x `Moonshine` / Moonshine Yarrow 5 gal 19 Agave americana / Century Plant 5 gal 115 Bougainvillea x `Raspberry Ice` / Raspberry Ice Bougainvillea Trellis 5 gal 69 Caesalpinia mexicana / Mexican Bird of Paradise 5 gal 27 Convolvulus cneorum / Bush Morning Glory 5 gal 44 Echinocactus grusonii / Golden Barrel Cactus 5 gal 6 Fouquieria splendens / Ocotillo 4-6 Canes, 36"-48" Tall 113 Hesperaloe parviflora / Red Yucca 5 gal 219 Leucophyllum frutescens `Compacta` / Compact Texas Ranger 5 gal 133 Pennisetum setaceum `Rubrum` / Purple Fountain Grass 5 gal 112 Senna artemisioides / Silver Senna 5 gal PLANT SCHEDULE PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING LANDSCAPE CONCEPT SITE PLAN (COLOR)02L- Page 37 of 48 Date Job No. 2023-12-14 23-10615 TOWNPLACE SUITES AT MONTEREY CROSSING PALM DESERT | CA C C incAC U M M I N G S C U R L E Y L a n d s c a p e A r c h i t e c t s and A S S O C I A T E S, I N C LANDSCAPE CONCEPT IMAGERY 02 Phoenix dactylifera Washingtonia filifera HybridOlea europaea `Swan Hill`Cercidium `Hybrid` AZT Pinus pinea Hesperaloe parviflora Senna artemisioides Caesalpinia mexicana Cassia artemisioides Acacia redolens `Desert Carpet` TM Pennisetum setaceum `Rubrum` Cupressus sempervirens Achillea x `Moonshine`Agave americana Leucophyllum frutescens `Compacta` Bougainvillea x `Raspberry Ice`Echinocactus grusonii Fouquieria splendens Convolvulus cneorum 4"-8" Baja Cresta Rubble1"-3" Baja Cresta Rubble PALM DESERT, CA TOWNEPLACE SUITES AT MONTEREY CROSSING LANDSCAPE CONCEPT IMAGERY 03L- Page 38 of 48 https://www.scilights.com/ Scale: Date: Drawn By: Photometry Disclaimer: - Light loss factor (LLF) has been established at 0.912 per industry IES standard. - Refer to Calculation summary for placement of calculation points. I.E.: Workplane, Floor. - Offices, conference rooms, and open work areas are calculated at 2.5' from A.F.F. All other areas will be calculated at floor or at the direction of the client. Controls Disclaimer: - This device diagram is provided using industry recognized software and are provided for estimation purposes only, field conditions need to be verified and might require adjustment of the controls system. - All fixtures must have a 0-10V driver/ballast in order to dim using SCI's controls system Controller. NOTE: Fluorescent fixtures will require a compatible ballast. - SCI Controls System is based on CA-2019 T24 code and might supersede end user requirements. Calculations are provided using industry recognized software and are provided for estimation purposes only. Input data for the calculations corresponds to the information provided to us (assumptions may be made for information that is not provided). It is the responsibility of those using this service to verify that our input data is consistent with expected field conditions. Results of the lighting calculations accurately reflect the input data. However, actual lighting levels will vary depending on field conditions such as Calculations are also subject to the limitations of the software. Due to the above considerations, Southern California Illumination cannot guaranty that actual light levels measured in the field will match our initial calculations. Applications Department: app@scilights.com phone: (949) 622-3000 fax: (949) 622-3095 C:\Users\Esilvas\SCI Lighting Solutions\Applications Dept - P-SL1 PHOTOMETRICS Architects Orange Townplace Suite Monterey Crossing AP4 No. Description Date Exergent #:23-6076 1" = 30' - 0" PHOTOMETRICS SL1P- Luminaire ScheduleSymbolQty Label Arrangement Description 18 S1A SINGLE McGraw Edison GALN-SA2C-740-U-T3 mounted @30Ft 3 S2A BACK-BACK McGraw Edison GALN-SA2C-740-U-T3 mounted@30Ft Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/MinSiteIlluminanceFc3.00 5.2 1.0 3.00 5.20SpillIlluminanceFc0.17 1.8 0.0 N.A.N.A. S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S2A MH: 3 0 S2A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S2A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 1.9 2.3 2.6 2 . 6 2.7 2.7 2.5 2.1 1.7 1.8 2.3 2.5 2.8 2.9 3.0 3.1 2.8 2.5 2.1 1.8 1.6 2.0 2.5 2.7 2.6 2.7 2.8 2.9 2.9 2.7 2.5 2.3 1.8 1.5 1.6 2.0 2.3 2.8 2.9 2.8 2.8 2.8 2 . 9 3 . 0 2 . 9 2.8 2.9 2.4 2 . 0 1.7 1.9 2.3 2.6 3.1 3.0 2 . 9 2.9 2.8 2.8 3.0 3.0 3.1 3.4 2 . 9 2.4 2.0 1.6 1.6 2.1 2.5 3.0 3.5 3 . 4 3.1 2.9 2.8 2.8 2.9 3.2 3.9 4.1 3.8 2.9 2.3 1.8 1.8 2.3 2.8 3.6 4 . 2 4.1 3.6 3.0 2 . 8 2.8 2.9 3.3 4.1 4.6 4.1 3.4 2.8 2.5 2.2 1.9 1.4 1.0 1.8 2.1 2.6 3.1 3.9 4.7 4.6 3 . 9 3.2 3.0 3.0 3.2 3.6 4.4 4.9 4.6 3.9 3 . 4 3.2 3.2 3.1 3.1 2.9 2.9 2.9 2.7 2.6 2.5 2.5 2.5 2.8 2.6 2.6 2.5 2.3 1.9 2.0 2.3 2.6 3.0 3.4 4 . 2 5.0 4.9 4.3 3 . 6 3.4 3.4 3.4 3.9 4.5 5.1 4.8 4.3 3.9 3.8 3.7 3.6 3.6 3.4 3.3 3.4 3.1 3.1 3.0 3.0 3.0 3.2 3.0 3 . 0 3.0 2.7 2.3 2.6 2.9 3.2 3.4 3.7 4.6 5.1 5.1 4.7 4.1 3.9 3.8 3 . 8 4 . 0 4.5 5.2 5.0 4.7 4.5 4.2 4.0 3.8 3.5 3.5 3.4 3.3 3.3 3.3 3.2 3.2 3.1 3.0 3.0 3.0 2 . 9 2.5 2.8 3.0 3.3 3.6 3 . 8 4 . 0 4.3 4.8 4 . 9 4.7 4.6 4.4 4.1 4.0 4.1 4.4 5.0 5.0 5.0 4 . 8 4.5 4.2 3 . 9 3.7 3.5 3.4 3.3 3.3 3.4 3.4 3.2 3.2 3.0 3 . 1 3.4 3.3 3.1 2 . 6 3.0 3.2 3.5 3.7 3.9 4.0 4.2 4.6 4.6 4.7 4.7 4.4 4.2 4.1 4.1 4.2 4 . 8 4.9 5.0 4.9 4.8 4.6 4.2 3.9 3 . 5 3.2 3.1 3.1 3.2 3.2 3 . 1 3.1 3.0 3.2 3.6 3.6 3.2 2.6 2.6 2.9 3.1 3.4 3.6 4 . 0 3 . 8 3.9 4.2 4.5 4.3 4.3 4.2 4.3 3 . 9 3.9 4.2 4.6 4.6 4.7 4.9 5.0 5 . 0 4 . 6 4.3 3.4 3.0 2 . 8 2.9 3.0 3.1 3.2 3.1 3.1 3.5 3.8 3.8 3.2 2.5 2.0 2.6 2.9 2.9 3.0 3.1 3.3 3.2 3 . 3 3.4 3.4 3.1 3.2 3.3 3 . 5 3.4 3.4 3.6 4.0 4.1 4.3 4.7 4.9 4.9 4 . 6 4.2 3 . 4 2.9 2.6 2 . 4 2.5 2.6 2.8 2.8 2.9 3.3 3.7 3.7 3.1 2.4 1.8 2.8 2.7 2 . 4 2.3 2.1 2.1 2.3 2 . 4 2.3 1.9 1.6 1.6 1.7 2.1 2.6 2.8 2.7 2.6 2.7 3.0 3.5 3 . 8 3.9 3.7 3.5 2.7 2.3 1.8 1.6 1.5 1.7 2.1 2.4 2.6 2.8 3.0 3.1 2 . 6 2.1 1.7 2.3 2.3 2.2 1.9 1.6 1.8 2.0 2.3 2.5 2.7 2.7 2.7 2.5 2.2 1.8 1.4 2.5 2.6 2.4 2.0 1.5 2.2 2 . 3 2.2 1.9 1.5 1.6 1.8 2.0 2.0 2.0 1.9 1.9 1 . 8 1.5 1.2 2.4 2 . 7 2.6 2.3 1.4 2.1 2.4 2.2 1.9 1.4 1.4 1.4 1.4 3.0 2.9 2.7 1.3 2.1 2 . 4 2.3 1.9 1.4 3.2 3.1 1.3 2.2 2.5 2.2 1.9 1.3 3.3 3.2 1.6 2.4 2.7 2.1 1.7 1.3 3.2 3.2 1.9 2.3 2.4 2.1 1.7 1.3 2.8 2.8 1.9 2.3 2.4 2.1 1.7 1.3 2.6 2.6 1.6 2.2 2.5 2.1 1.8 1.5 2.5 2 . 6 1.2 2.0 2.3 2.2 2.1 1.9 2.1 2.2 1.2 2.1 2.5 2 . 6 2.8 2.8 2.1 2.2 1.4 2.3 2.9 3.3 3.5 3.3 3.1 2 . 9 2.8 2.6 2.5 2.5 2.6 2.8 2.8 2.8 2.8 2.8 2.6 2.5 2.5 2.6 2.7 2 . 8 2.8 2.8 2.9 2.6 2.5 2 . 5 2.5 2.6 2.8 2.7 2.7 2.6 2.3 2.3 2.4 2.1 1.5 2.4 3.0 3.4 3.8 3 . 5 3.4 3.5 3.4 3.3 3.3 3.3 3.3 3.4 3.3 3.3 3 . 3 3.5 3.3 3.3 3.3 3.3 3 . 3 3.4 3.3 3.3 3.6 3.4 3.3 3.2 3.2 3.2 3.4 3.1 3.0 3.1 2.7 2.6 2 . 4 1.9 1.7 2.4 3.0 3.3 3.4 3.4 3.5 3 . 5 3.6 3.7 3.7 3.6 3.5 3 . 4 3.3 3.4 3.4 3.6 3.7 3 . 7 3.7 3.6 3.5 3.4 3.4 3.4 3.5 3.7 3.7 3.6 3.6 3.4 3.2 3.1 3.0 2 . 9 2.8 2.6 2.2 1.7 1.7 2.4 2 . 9 3 . 2 3 . 2 3.3 3.4 3.5 3.7 3.8 3 . 8 3.7 3.6 3.5 3.4 3.4 3.5 3.7 3.8 3.8 3.8 3.7 3.5 3.4 3.4 3.4 3.6 3.7 3 . 7 3.8 3.7 3.5 3.2 3.1 3 . 0 3.0 2.8 2 . 5 2.0 1.5 1.6 2.2 2.7 3.0 3.2 3.3 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.5 3.5 3 . 5 3.5 3.5 3.5 3.4 3.4 3.5 3.4 3.5 3.5 3.5 3 . 5 3.4 3.2 3.2 3.0 2.9 2.6 2.2 1.7 3.1 2 . 9 3.0 3.0 3.2 3.0 3.0 3.0 3.1 3.2 3.1 3.1 3.1 3.4 3.1 3.0 3.0 3.1 3 . 1 3.3 3.1 3.1 3.3 3.1 3 . 0 2.9 3.0 3.1 3.4 3.0 2.9 2.8 2.6 2.3 2.2 2.4 2.5 2.5 2.3 2.1 2.0 2 . 0 2.1 2.3 2.5 2.6 2.6 2 . 4 2.1 2.0 2.0 2.1 2.2 2.5 2.6 2.6 2.5 2.2 2.0 2.0 2.0 2.1 2.4 2.5 2.4 2 . 2 1.9 1.5 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0 . 0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0.1 0.1 0.1 0.0 0.0 0 . 0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0 . 2 0.2 0.2 0.3 0.3 0.1 0.1 0.2 0.3 0.3 0.5 0.6 0.1 0.1 0.1 0.2 0.4 0.5 0.7 1.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 0.1 0.1 0.1 0.2 0.4 0.6 0.9 0.1 0 . 1 0.2 0.3 0.4 0.7 1.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 0.1 0.1 0.2 0.2 0.4 0.7 1.0 0.1 0.1 0.2 0.2 0.3 0.6 1.0 0.1 0.2 0.2 0.3 0.5 1.0 1.4 0.1 0.2 0.2 0.3 0.4 0.7 1.5 0.2 0.2 0.3 0.4 0.6 1.2 0.1 0.2 0.3 0.4 0.6 0.9 1.8 0.1 0.2 0.3 0.4 0.7 1.5 0.1 0.1 0.2 0.3 0.5 0.9 1.8 0.1 0.1 0.2 0.3 0 . 4 0.8 0.1 0 . 1 0.1 0.2 0.2 0.4 0.6 0.1 0.1 0.1 0.1 0 . 2 0.3 0.0 0.1 0.1 0.1 0.1 0.2 0.0 0.1 0.1 0.1 0.1 0 . 1 0.0 0.0 0.1 0 . 1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0 . 1 0.0 0.0 0.0 0 . 1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0 . 1 0.1 0.0 0 . 0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0 . 3 0.5 0.7 0.8 0.7 0.6 0.4 0.4 0.3 0.4 0.5 0.7 0.8 0.8 0.6 0.5 0.4 0 . 3 0.4 0.4 0.6 0.7 0.8 0 . 7 0.5 0.4 0.3 0.3 0.4 0.5 0.7 0.7 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0 . 2 0.3 0.3 0.4 0.4 0.4 0 . 4 0.3 0.3 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0.3 0.4 0.4 0 . 4 0.3 0.2 0.2 0.1 0.1 0 . 1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0 . 1 0.2 0.2 0.2 0.3 0.3 0 . 2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0 . 3 0.2 0.2 0.2 0.2 0.2 0 . 2 0.2 0.3 0.2 0.2 0 . 2 0.1 0.1 0.1 0.1 0.1 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0 . 2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0 . 1 0.1 0.1 0.1 0.2 0.2 0 . 2 0.2 0.1 0.1 0.1 0.1 0 . 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 S1A MH: 3 0 https://www.scilights.com/Scale: Date: Photometry Disclaimer: - Light loss factor (LLF) has been established at 0.912 per industry IES standard. - Refer to Calculation summary for placement of calculation points. I.E.: Workplane, Floor. - Offices, conference rooms, and open work areas are calculated at 2.5' from A.F.F. All other areas will be calculated at floor or at the direction of the client. Controls Disclaimer: - This device diagram is provided using industry recognized software and are provided for estimation purposes only, field conditions need to be verified and might require adjustment of the controls system. - All fixtures must have a 0-10V driver/ballast in order to dim using SCI's controls system Controller. NOTE: Fluorescent fixtures will require a compatible ballast. - SCI Controls System is based on CA-2019 T24 code and might supersede end user requirements. Calculations are provided using industry recognized software and are provided for estimation purposes only. Input data for the calculations corresponds to the information provided to us (assumptions may be made for information that is not provided). It is the responsibility of those using this service to verify that our input data is consistent with expected field conditions. Results of the lighting calculations accurately reflect the input data. However, actual lighting levels will vary depending on field conditions such as Calculations are also subject to the limitations of the software. Due to the above considerations, Southern California Illumination cannot guaranty that actual light levels measured in the field will match our initial calculations. Applications Department: app@scilights.com phone: (949) 622-3000 fax: (949) 622-3095 P-SL2 12/6/2023 1" = 20' - 0" - Reflectance levels are per SCI Standard: Ceiling at 0.80, Floors at 0.20, Walls at 0.50 and Objects at 0.50 unless specified by client. Drawn By:AP4 Exergent #:23-6076 Notes: Revision # : C:\Users\Esilvas\SCI Lighting Solutions\Applications Dept - General\Arch Orange\Townplace Suites Monterey Crossing\SITE PLAN - CAD\P-SL2.dwg Townplace Suite Monterey CrossingArchitects Orange Luminaire Schedule Symbol Qty Label Arrangement Description 18 S1A SINGLE McGraw Edison GALN-SA2C-740-U-T3 mounted @30Ft 3 S2A BACK-BACK McGraw Edison GALN-SA2C-740-U-T3 mounted@30Ft Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Site Illuminance Fc 3.00 5.2 1.0 3.00 5.20 Spill Illuminance Fc 0.17 1.8 0.0 N.A.N.A. S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S2A MH: 3 0 S2A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S2A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 1.9 2.3 2.6 2 . 6 2.7 2.7 2.5 2.1 1.7 1.8 2.3 2.5 2.8 2.9 3.0 3.1 2.8 2.5 2.1 1.8 1.6 2.0 2.5 2.7 2.6 2.7 2.8 2.9 2.9 2.7 2.5 2.3 1.8 1.5 1.6 2.0 2.3 2.8 2.9 2.8 2.8 2.8 2 . 9 3 . 0 2 . 9 2.8 2.9 2.4 2 . 0 1.7 1.9 2.3 2.6 3.1 3.0 2 . 9 2.9 2.8 2.8 3.0 3.0 3.1 3.4 2 . 9 2.4 2.0 1.6 1.6 2.1 2.5 3.0 3.5 3 . 4 3.1 2.9 2.8 2.8 2.9 3.2 3.9 4.1 3.8 2.9 2.3 1.8 1.8 2.3 2.8 3.6 4 . 2 4.1 3.6 3.0 2 . 8 2.8 2.9 3.3 4.1 4.6 4.1 3.4 2.8 2.5 2.2 1.9 1.4 1.0 1.8 2.1 2.6 3.1 3.9 4.7 4.6 3 . 9 3.2 3.0 3.0 3.2 3.6 4.4 4.9 4.6 3.9 3 . 4 3.2 3.2 3.1 3.1 2.9 2.9 2.9 2.7 2.6 2.5 2.5 2.5 2.8 2.6 2.6 2.5 2.3 1.9 2.0 2.3 2.6 3.0 3.4 4 . 2 5.0 4.9 4.3 3 . 6 3.4 3.4 3.4 3.9 4.5 5.1 4.8 4.3 3.9 3.8 3.7 3.6 3.6 3.4 3.3 3.4 3.1 3.1 3.0 3.0 3.0 3.2 3.0 3 . 0 3.0 2.7 2.3 2.6 2.9 3.2 3.4 3.7 4.6 5.1 5.1 4.7 4.1 3.9 3.8 3 . 8 4 . 0 4.5 5.2 5.0 4.7 4.5 4.2 4.0 3.8 3.5 3.5 3.4 3.3 3.3 3.3 3.2 3.2 3.1 3.0 3.0 3.0 2 . 9 2.5 2.8 3.0 3.3 3.6 3 . 8 4 . 0 4.3 4.8 4 . 9 4.7 4.6 4.4 4.1 4.0 4.1 4.4 5.0 5.0 5.0 4 . 8 4.5 4.2 3 . 9 3.7 3.5 3.4 3.3 3.3 3.4 3.4 3.2 3.2 3.0 3 . 1 3.4 3.3 3.1 2 . 6 3.0 3.2 3.5 3.7 3.9 4.0 4.2 4.6 4.6 4.7 4.7 4.4 4.2 4.1 4.1 4.2 4 . 8 4.9 5.0 4.9 4.8 4.6 4.2 3.9 3 . 5 3.2 3.1 3.1 3.2 3.2 3 . 1 3.1 3.0 3.2 3.6 3.6 3.2 2.6 2.6 2.9 3.1 3.4 3.6 4 . 0 3 . 8 3.9 4.2 4.5 4.3 4.3 4.2 4.3 3 . 9 3.9 4.2 4.6 4.6 4.7 4.9 5.0 5 . 0 4 . 6 4.3 3.4 3.0 2 . 8 2.9 3.0 3.1 3.2 3.1 3.1 3.5 3.8 3.8 3.2 2.5 2.0 2.6 2.9 2.9 3.0 3.1 3.3 3.2 3 . 3 3.4 3.4 3.1 3.2 3.3 3 . 5 3.4 3.4 3.6 4.0 4.1 4.3 4.7 4.9 4.9 4 . 6 4.2 3 . 4 2.9 2.6 2 . 4 2.5 2.6 2.8 2.8 2.9 3.3 3.7 3.7 3.1 2.4 1.8 2.8 2.7 2 . 4 2.3 2.1 2.1 2.3 2 . 4 2.3 1.9 1.6 1.6 1.7 2.1 2.6 2.8 2.7 2.6 2.7 3.0 3.5 3 . 8 3.9 3.7 3.5 2.7 2.3 1.8 1.6 1.5 1.7 2.1 2.4 2.6 2.8 3.0 3.1 2 . 6 2.1 1.7 2.3 2.3 2.2 1.9 1.6 1.8 2.0 2.3 2.5 2.7 2.7 2.7 2.5 2.2 1.8 1.4 2.5 2.6 2.4 2.0 1.5 2.2 2 . 3 2.2 1.9 1.5 1.6 1.8 2.0 2.0 2.0 1.9 1.9 1 . 8 1.5 1.2 2.4 2 . 7 2.6 2.3 1.4 2.1 2.4 2.2 1.9 1.4 1.4 1.4 1.4 3.0 2.9 2.7 1.3 2.1 2 . 4 2.3 1.9 1.4 3.2 3.1 1.3 2.2 2.5 2.2 1.9 1.3 3.3 3.2 1.6 2.4 2.7 2.1 1.7 1.3 3.2 3.2 1.9 2.3 2.4 2.1 1.7 1.3 2.8 2.8 1.9 2.3 2.4 2.1 1.7 1.3 2.6 2.6 1.6 2.2 2.5 2.1 1.8 1.5 2.5 2 . 6 1.2 2.0 2.3 2.2 2.1 1.9 2.1 2.2 1.2 2.1 2.5 2 . 6 2.8 2.8 2.1 2.2 1.4 2.3 2.9 3.3 3.5 3.3 3.1 2 . 9 2.8 2.6 2.5 2.5 2.6 2.8 2.8 2.8 2.8 2.8 2.6 2.5 2.5 2.6 2.7 2 . 8 2.8 2.8 2.9 2.6 2.5 2 . 5 2.5 2.6 2.8 2.7 2.7 2.6 2.3 2.3 2.4 2.1 1.5 2.4 3.0 3.4 3.8 3 . 5 3.4 3.5 3.4 3.3 3.3 3.3 3.3 3.4 3.3 3.3 3 . 3 3.5 3.3 3.3 3.3 3.3 3 . 3 3.4 3.3 3.3 3.6 3.4 3.3 3.2 3.2 3.2 3.4 3.1 3.0 3.1 2.7 2.6 2 . 4 1.9 1.7 2.4 3.0 3.3 3.4 3.4 3.5 3 . 5 3.6 3.7 3.7 3.6 3.5 3 . 4 3.3 3.4 3.4 3.6 3.7 3 . 7 3.7 3.6 3.5 3.4 3.4 3.4 3.5 3.7 3.7 3.6 3.6 3.4 3.2 3.1 3.0 2 . 9 2.8 2.6 2.2 1.7 1.7 2.4 2 . 9 3 . 2 3 . 2 3.3 3.4 3.5 3.7 3.8 3 . 8 3.7 3.6 3.5 3.4 3.4 3.5 3.7 3.8 3.8 3.8 3.7 3.5 3.4 3.4 3.4 3.6 3.7 3 . 7 3.8 3.7 3.5 3.2 3.1 3 . 0 3.0 2.8 2 . 5 2.0 1.5 1.6 2.2 2.7 3.0 3.2 3.3 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.5 3.5 3 . 5 3.5 3.5 3.5 3.4 3.4 3.5 3.4 3.5 3.5 3.5 3 . 5 3.4 3.2 3.2 3.0 2.9 2.6 2.2 1.7 3.1 2 . 9 3.0 3.0 3.2 3.0 3.0 3.0 3.1 3.2 3.1 3.1 3.1 3.4 3.1 3.0 3.0 3.1 3 . 1 3.3 3.1 3.1 3.3 3.1 3 . 0 2.9 3.0 3.1 3.4 3.0 2.9 2.8 2.6 2.3 2.2 2.4 2.5 2.5 2.3 2.1 2.0 2 . 0 2.1 2.3 2.5 2.6 2.6 2 . 4 2.1 2.0 2.0 2.1 2.2 2.5 2.6 2.6 2.5 2.2 2.0 2.0 2.0 2.1 2.4 2.5 2.4 2 . 2 1.9 1.5 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0 . 0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0.1 0.1 0.1 0.0 0.0 0 . 0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0 . 2 0.2 0.2 0.3 0.3 0.1 0.1 0.2 0.3 0.3 0.5 0.6 0.1 0.1 0.1 0.2 0.4 0.5 0.7 1.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 0.1 0.1 0.1 0.2 0.4 0.6 0.9 0.1 0 . 1 0.2 0.3 0.4 0.7 1.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 0.1 0.1 0.2 0.2 0.4 0.7 1.0 0.1 0.1 0.2 0.2 0.3 0.6 1.0 0.1 0.2 0.2 0.3 0.5 1.0 1.4 0.1 0.2 0.2 0.3 0.4 0.7 1.5 0.2 0.2 0.3 0.4 0.6 1.2 0.1 0.2 0.3 0.4 0.6 0.9 1.8 0.1 0.2 0.3 0.4 0.7 1.5 0.1 0.1 0.2 0.3 0.5 0.9 1.8 0.1 0.1 0.2 0.3 0 . 4 0.8 0.1 0 . 1 0.1 0.2 0.2 0.4 0.6 0.1 0.1 0.1 0.1 0 . 2 0.3 0.0 0.1 0.1 0.1 0.1 0.2 0.0 0.1 0.1 0.1 0.1 0 . 1 0.0 0.0 0.1 0 . 1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0 . 1 0.0 0.0 0.0 0 . 1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0 . 1 0.1 0.0 0 . 0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0 . 3 0.5 0.7 0.8 0.7 0.6 0.4 0.4 0.3 0.4 0.5 0.7 0.8 0.8 0.6 0.5 0.4 0 . 3 0.4 0.4 0.6 0.7 0.8 0 . 7 0.5 0.4 0.3 0.3 0.4 0.5 0.7 0.7 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0 . 2 0.3 0.3 0.4 0.4 0.4 0 . 4 0.3 0.3 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0.3 0.4 0.4 0 . 4 0.3 0.2 0.2 0.1 0.1 0 . 1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0 . 1 0.2 0.2 0.2 0.3 0.3 0 . 2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0 . 3 0.2 0.2 0.2 0.2 0.2 0 . 2 0.2 0.3 0.2 0.2 0 . 2 0.1 0.1 0.1 0.1 0.1 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0 . 2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0 . 1 0.1 0.1 0.1 0.2 0.2 0 . 2 0.2 0.1 0.1 0.1 0.1 0 . 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 S1A MH: 3 0 https://www.scilights.com/ Scale: Date: Photometry Disclaimer: - Light loss factor (LLF) has been established at 0.912 per industry IES standard. - Refer to Calculation summary for placement of calculation points. I.E.: Workplane, Floor. - Offices, conference rooms, and open work areas are calculated at 2.5' from A.F.F. All other areas will be calculated at floor or at the direction of the client. Controls Disclaimer: - This device diagram is provided using industry recognized software and are provided for estimation purposes only, field conditions need to be verified and might require adjustment of the controls system. - All fixtures must have a 0-10V driver/ballast in order to dim using SCI's controls system Controller. NOTE: Fluorescent fixtures will require a compatible ballast. - SCI Controls System is based on CA-2019 T24 code and might supersede end user requirements. Calculations are provided using industry recognized software and are provided for estimation purposes only. Input data for the calculations corresponds to the information provided to us (assumptions may be made for information that is not provided). It is the responsibility of those using this service to verify that our input data is consistent with expected field conditions. Results of the lighting calculations accurately reflect the input data. However, actual lighting levels will vary depending on field conditions such as Calculations are also subject to the limitations of the software. Due to the above considerations, Southern California Illumination cannot guaranty that actual light levels measured in the field will match our initial calculations. Applications Department: app@scilights.com phone: (949) 622-3000 fax: (949) 622-3095 P-SL2 12/6/2023 1" = 20' - 0" - Reflectance levels are per SCI Standard: Ceiling at 0.80, Floors at 0.20, Walls at 0.50 and Objects at 0.50 unless specified by client. Drawn By:AP4 Exergent #:23-6076 Notes: Revision # : C:\Users\Esilvas\SCI Lighting Solutions\Applications Dept - General\Arch Orange\Townplace Suites Monterey Crossing\SITE PLAN - CAD\P-SL2.dwg Townplace Suite Monterey CrossingArchitects Orange Luminaire Schedule Symbol Qty Label Arrangement Description 18 S1A SINGLE McGraw Edison GALN-SA2C-740-U-T3 mounted @30Ft 3 S2A BACK-BACK McGraw Edison GALN-SA2C-740-U-T3 mounted@30Ft Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Site Illuminance Fc 3.00 5.2 1.0 3.00 5.20 Spill Illuminance Fc 0.17 1.8 0.0 N.A.N.A. S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S2A MH: 3 0 S2A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S2A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 S1A MH: 3 0 1.9 2.3 2.6 2 . 6 2.7 2.7 2.5 2.1 1.7 1.8 2.3 2.5 2.8 2.9 3.0 3.1 2.8 2.5 2.1 1.8 1.6 2.0 2.5 2.7 2.6 2.7 2.8 2.9 2.9 2.7 2.5 2.3 1.8 1.5 1.6 2.0 2.3 2.8 2.9 2.8 2.8 2.8 2 . 9 3 . 0 2 . 9 2.8 2.9 2.4 2 . 0 1.7 1.9 2.3 2.6 3.1 3.0 2 . 9 2.9 2.8 2.8 3.0 3.0 3.1 3.4 2 . 9 2.4 2.0 1.6 1.6 2.1 2.5 3.0 3.5 3 . 4 3.1 2.9 2.8 2.8 2.9 3.2 3.9 4.1 3.8 2.9 2.3 1.8 1.8 2.3 2.8 3.6 4 . 2 4.1 3.6 3.0 2 . 8 2.8 2.9 3.3 4.1 4.6 4.1 3.4 2.8 2.5 2.2 1.9 1.4 1.0 1.8 2.1 2.6 3.1 3.9 4.7 4.6 3 . 9 3.2 3.0 3.0 3.2 3.6 4.4 4.9 4.6 3.9 3 . 4 3.2 3.2 3.1 3.1 2.9 2.9 2.9 2.7 2.6 2.5 2.5 2.5 2.8 2.6 2.6 2.5 2.3 1.9 2.0 2.3 2.6 3.0 3.4 4 . 2 5.0 4.9 4.3 3 . 6 3.4 3.4 3.4 3.9 4.5 5.1 4.8 4.3 3.9 3.8 3.7 3.6 3.6 3.4 3.3 3.4 3.1 3.1 3.0 3.0 3.0 3.2 3.0 3 . 0 3.0 2.7 2.3 2.6 2.9 3.2 3.4 3.7 4.6 5.1 5.1 4.7 4.1 3.9 3.8 3 . 8 4 . 0 4.5 5.2 5.0 4.7 4.5 4.2 4.0 3.8 3.5 3.5 3.4 3.3 3.3 3.3 3.2 3.2 3.1 3.0 3.0 3.0 2 . 9 2.5 2.8 3.0 3.3 3.6 3 . 8 4 . 0 4.3 4.8 4 . 9 4.7 4.6 4.4 4.1 4.0 4.1 4.4 5.0 5.0 5.0 4 . 8 4.5 4.2 3 . 9 3.7 3.5 3.4 3.3 3.3 3.4 3.4 3.2 3.2 3.0 3 . 1 3.4 3.3 3.1 2 . 6 3.0 3.2 3.5 3.7 3.9 4.0 4.2 4.6 4.6 4.7 4.7 4.4 4.2 4.1 4.1 4.2 4 . 8 4.9 5.0 4.9 4.8 4.6 4.2 3.9 3 . 5 3.2 3.1 3.1 3.2 3.2 3 . 1 3.1 3.0 3.2 3.6 3.6 3.2 2.6 2.6 2.9 3.1 3.4 3.6 4 . 0 3 . 8 3.9 4.2 4.5 4.3 4.3 4.2 4.3 3 . 9 3.9 4.2 4.6 4.6 4.7 4.9 5.0 5 . 0 4 . 6 4.3 3.4 3.0 2 . 8 2.9 3.0 3.1 3.2 3.1 3.1 3.5 3.8 3.8 3.2 2.5 2.0 2.6 2.9 2.9 3.0 3.1 3.3 3.2 3 . 3 3.4 3.4 3.1 3.2 3.3 3 . 5 3.4 3.4 3.6 4.0 4.1 4.3 4.7 4.9 4.9 4 . 6 4.2 3 . 4 2.9 2.6 2 . 4 2.5 2.6 2.8 2.8 2.9 3.3 3.7 3.7 3.1 2.4 1.8 2.8 2.7 2 . 4 2.3 2.1 2.1 2.3 2 . 4 2.3 1.9 1.6 1.6 1.7 2.1 2.6 2.8 2.7 2.6 2.7 3.0 3.5 3 . 8 3.9 3.7 3.5 2.7 2.3 1.8 1.6 1.5 1.7 2.1 2.4 2.6 2.8 3.0 3.1 2 . 6 2.1 1.7 2.3 2.3 2.2 1.9 1.6 1.8 2.0 2.3 2.5 2.7 2.7 2.7 2.5 2.2 1.8 1.4 2.5 2.6 2.4 2.0 1.5 2.2 2 . 3 2.2 1.9 1.5 1.6 1.8 2.0 2.0 2.0 1.9 1.9 1 . 8 1.5 1.2 2.4 2 . 7 2.6 2.3 1.4 2.1 2.4 2.2 1.9 1.4 1.4 1.4 1.4 3.0 2.9 2.7 1.3 2.1 2 . 4 2.3 1.9 1.4 3.2 3.1 1.3 2.2 2.5 2.2 1.9 1.3 3.3 3.2 1.6 2.4 2.7 2.1 1.7 1.3 3.2 3.2 1.9 2.3 2.4 2.1 1.7 1.3 2.8 2.8 1.9 2.3 2.4 2.1 1.7 1.3 2.6 2.6 1.6 2.2 2.5 2.1 1.8 1.5 2.5 2 . 6 1.2 2.0 2.3 2.2 2.1 1.9 2.1 2.2 1.2 2.1 2.5 2 . 6 2.8 2.8 2.1 2.2 1.4 2.3 2.9 3.3 3.5 3.3 3.1 2 . 9 2.8 2.6 2.5 2.5 2.6 2.8 2.8 2.8 2.8 2.8 2.6 2.5 2.5 2.6 2.7 2 . 8 2.8 2.8 2.9 2.6 2.5 2 . 5 2.5 2.6 2.8 2.7 2.7 2.6 2.3 2.3 2.4 2.1 1.5 2.4 3.0 3.4 3.8 3 . 5 3.4 3.5 3.4 3.3 3.3 3.3 3.3 3.4 3.3 3.3 3 . 3 3.5 3.3 3.3 3.3 3.3 3 . 3 3.4 3.3 3.3 3.6 3.4 3.3 3.2 3.2 3.2 3.4 3.1 3.0 3.1 2.7 2.6 2 . 4 1.9 1.7 2.4 3.0 3.3 3.4 3.4 3.5 3 . 5 3.6 3.7 3.7 3.6 3.5 3 . 4 3.3 3.4 3.4 3.6 3.7 3 . 7 3.7 3.6 3.5 3.4 3.4 3.4 3.5 3.7 3.7 3.6 3.6 3.4 3.2 3.1 3.0 2 . 9 2.8 2.6 2.2 1.7 1.7 2.4 2 . 9 3 . 2 3 . 2 3.3 3.4 3.5 3.7 3.8 3 . 8 3.7 3.6 3.5 3.4 3.4 3.5 3.7 3.8 3.8 3.8 3.7 3.5 3.4 3.4 3.4 3.6 3.7 3 . 7 3.8 3.7 3.5 3.2 3.1 3 . 0 3.0 2.8 2 . 5 2.0 1.5 1.6 2.2 2.7 3.0 3.2 3.3 3.4 3.4 3.5 3.5 3.5 3.5 3.5 3.4 3.4 3.4 3.4 3.5 3.5 3 . 5 3.5 3.5 3.5 3.4 3.4 3.5 3.4 3.5 3.5 3.5 3 . 5 3.4 3.2 3.2 3.0 2.9 2.6 2.2 1.7 3.1 2 . 9 3.0 3.0 3.2 3.0 3.0 3.0 3.1 3.2 3.1 3.1 3.1 3.4 3.1 3.0 3.0 3.1 3 . 1 3.3 3.1 3.1 3.3 3.1 3 . 0 2.9 3.0 3.1 3.4 3.0 2.9 2.8 2.6 2.3 2.2 2.4 2.5 2.5 2.3 2.1 2.0 2 . 0 2.1 2.3 2.5 2.6 2.6 2 . 4 2.1 2.0 2.0 2.1 2.2 2.5 2.6 2.6 2.5 2.2 2.0 2.0 2.0 2.1 2.4 2.5 2.4 2 . 2 1.9 1.5 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0 . 0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0.1 0.1 0.1 0.0 0.0 0 . 0 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0 . 2 0.2 0.2 0.3 0.3 0.1 0.1 0.2 0.3 0.3 0.5 0.6 0.1 0.1 0.1 0.2 0.4 0.5 0.7 1.0 0.1 0.1 0.2 0.3 0.5 0.7 0.9 0.1 0.1 0.1 0.2 0.4 0.6 0.9 0.1 0 . 1 0.2 0.3 0.4 0.7 1.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 0.1 0.1 0.2 0.2 0.4 0.7 1.0 0.1 0.1 0.2 0.2 0.3 0.6 1.0 0.1 0.2 0.2 0.3 0.5 1.0 1.4 0.1 0.2 0.2 0.3 0.4 0.7 1.5 0.2 0.2 0.3 0.4 0.6 1.2 0.1 0.2 0.3 0.4 0.6 0.9 1.8 0.1 0.2 0.3 0.4 0.7 1.5 0.1 0.1 0.2 0.3 0.5 0.9 1.8 0.1 0.1 0.2 0.3 0 . 4 0.8 0.1 0 . 1 0.1 0.2 0.2 0.4 0.6 0.1 0.1 0.1 0.1 0 . 2 0.3 0.0 0.1 0.1 0.1 0.1 0.2 0.0 0.1 0.1 0.1 0.1 0 . 1 0.0 0.0 0.1 0 . 1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0 . 1 0.0 0.0 0.0 0 . 1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0 . 1 0.1 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0 . 1 0.1 0.0 0 . 0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0 . 3 0.5 0.7 0.8 0.7 0.6 0.4 0.4 0.3 0.4 0.5 0.7 0.8 0.8 0.6 0.5 0.4 0 . 3 0.4 0.4 0.6 0.7 0.8 0 . 7 0.5 0.4 0.3 0.3 0.4 0.5 0.7 0.7 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0 . 2 0.3 0.3 0.4 0.4 0.4 0 . 4 0.3 0.3 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.3 0.3 0.4 0.4 0 . 4 0.3 0.2 0.2 0.1 0.1 0 . 1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0 . 1 0.2 0.2 0.2 0.3 0.3 0 . 2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0 . 3 0.2 0.2 0.2 0.2 0.2 0 . 2 0.2 0.3 0.2 0.2 0 . 2 0.1 0.1 0.1 0.1 0.1 0 . 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0 . 2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0 . 1 0.1 0.1 0.1 0.2 0.2 0 . 2 0.2 0.1 0.1 0.1 0.1 0 . 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 . 0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0 . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0 . 0 0.0 0.0 0.0 0.0 0.0 0 . 0 S1A MH: 3 0 https://www.scilights.com/ Scale: Date: Photometry Disclaimer: - Light loss factor (LLF) has been established at 0.912 per industry IES standard. - Refer to Calculation summary for placement of calculation points. I.E.: Workplane, Floor. - Offices, conference rooms, and open work areas are calculated at 2.5' from A.F.F. All other areas will be calculated at floor or at the direction of the client. Controls Disclaimer: - This device diagram is provided using industry recognized software and are provided for estimation purposes only, field conditions need to be verified and might require adjustment of the controls system. - All fixtures must have a 0-10V driver/ballast in order to dim using SCI's controls system Controller. NOTE: Fluorescent fixtures will require a compatible ballast. - SCI Controls System is based on CA-2019 T24 code and might supersede end user requirements. Calculations are provided using industry recognized software and are provided for estimation purposes only. Input data for the calculations corresponds to the information provided to us (assumptions may be made for information that is not provided). It is the responsibility of those using this service to verify that our input data is consistent with expected field conditions. Results of the lighting calculations accurately reflect the input data. However, actual lighting levels will vary depending on field conditions such as Calculations are also subject to the limitations of the software. Due to the above considerations, Southern California Illumination cannot guaranty that actual light levels measured in the field will match our initial calculations. Applications Department: app@scilights.com phone: (949) 622-3000 fax: (949) 622-3095 P-SL2 12/6/2023 1" = 20' - 0" - Reflectance levels are per SCI Standard: Ceiling at 0.80, Floors at 0.20, Walls at 0.50 and Objects at 0.50 unless specified by client. Drawn By:AP4 Exergent #:23-6076 Notes: Revision # : C:\Users\Esilvas\SCI Lighting Solutions\Applications Dept - General\Arch Orange\Townplace Suites Monterey Crossing\SITE PLAN - CAD\P-SL2.dwg Townplace Suite Monterey CrossingArchitects Orange Page 39 of 48 Luminaire Schedule Symbol Qty Label Arrangement Description 18 S1A SINGLE McGraw Edison GALN-SA2C-740-U-T3 mounted @25Ft 3 S2A BACK-BACK McGraw Edison GALN-SA2C-740-U-T3 mounted@25Ft Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Site Illuminance Fc 3.18 6.3 1.0 3.18 6.30 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S2A MH: 2 5 S2A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S2A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 S1A MH: 2 5 2.0 2.7 3.5 3.3 3.4 3.7 3.0 2.2 1.5 1.6 2.3 2.9 3.2 3.3 3.4 3.5 3.1 2.6 1.9 1.5 1.3 1.8 2.4 2.8 2.8 2.9 3.0 3.0 3.1 2.7 2.2 2.1 1.6 1.3 1.4 1.8 2.1 2.6 2.7 2.7 2.7 2.6 2.7 2.9 2.9 2.8 2.9 2.3 2.0 1.6 1.7 2.3 2.7 3.1 3.0 2.9 2.7 2.5 2.5 2.8 3.1 3.4 3.8 3.2 2.7 2.1 1.4 1.3 2.0 2.7 3.3 3.9 3.6 3.2 2.9 2.4 2.4 2.8 3.3 4.2 4.9 4.2 3.2 2.4 1.6 1.5 2.2 3.0 4.3 5.2 5.0 3.8 3.0 2.5 2.4 2.8 3.5 4.7 5.8 4.9 3.6 2.8 2.3 1.9 1.3 1.8 2.5 3.3 4.6 5.9 5.6 4.1 3.2 2.7 2.6 3.0 3.7 5.1 6.2 5.4 4.0 3.3 3.0 3.0 3.3 3.9 3.5 3.4 3.7 3.0 2.5 2.2 2.3 2.7 3.2 3.3 3.2 1.7 1.9 2.3 2.9 3.6 5.0 6.3 5.9 4.5 3.5 3.0 2.9 3.3 3.9 5.3 6.1 5.6 4.4 3.8 3.5 3.6 3.7 3.8 3.7 3.6 3.6 3.3 2.9 2.6 2.8 3.2 3.4 3.5 3.5 2.6 2.7 2.9 3.4 4.1 5.3 6.2 6.2 5.0 4.1 3.6 3.4 3.7 4.2 4.8 5.6 5.2 4.9 4.5 4.1 3.9 3.9 3.8 3.6 3.5 3.4 3.3 3.1 2.9 3.1 3.3 3.3 3.2 3.2 3.0 2.5 3.2 3.3 3.3 3.5 3.9 4.4 4.9 5.6 5.6 5.2 4.7 4.1 3.9 4.0 4.3 4.7 5.4 5.3 5.3 5.1 4.5 4.2 4.1 3.9 3.7 3.3 3.1 3.0 3.1 3.2 3.2 3.3 3.2 3.3 3.5 3.3 2.9 2.3 3.9 3.5 3.6 3.9 4.2 4.5 4.8 5.2 5.2 5.1 4.8 4.5 4.2 4.1 4.3 4.4 5.1 5.0 5.2 5.1 5.0 4.7 4.4 4.1 3.6 3.0 2.7 2.7 3.0 3.3 3.3 3.3 3.3 3.5 3.9 3.6 2.9 2.2 3.3 3.6 3.4 3.5 3.9 4.3 4.6 4.6 4.9 4.8 4.6 4.3 4.3 4.4 4.4 4.4 4.7 4.8 4.8 4.9 5.1 5.8 5.8 5.3 4.5 3.6 2.8 2.4 2.4 2.9 3.3 3.8 3.7 3.7 3.8 4.4 4.1 3.2 2.3 2.5 3.3 3.4 3.1 3.0 3.2 3.5 3.7 3.8 3.9 3.5 3.1 3.1 3.4 3.7 3.8 3.9 4.0 4.1 4.3 4.6 5.2 6.0 6.2 5.8 4.8 3.7 2.8 2.2 2.1 2.5 2.9 3.4 3.4 3.5 3.8 4.5 4.3 3.3 2.3 2.1 3.2 3.0 2.6 2.1 1.7 1.7 2.1 2.5 2.2 1.5 1.2 1.3 1.4 1.8 2.6 3.0 2.6 2.2 2.5 3.2 3.9 4.7 4.8 4.5 3.8 2.9 2.2 1.5 1.3 1.2 1.5 2.2 2.9 3.0 3.0 3.7 4.0 2.9 2.1 1.8 2.7 2.7 2.3 1.7 1.2 1.5 1.9 2.4 2.9 3.1 3.2 3.1 2.9 2.5 1.8 1.2 2.8 2.1 1.5 2.3 2.4 2.1 1.6 1.1 1.5 1.8 2.1 2.2 2.2 2.2 2.1 1.8 1.4 1.0 3.0 2.4 1.3 2.0 2.2 2.1 1.6 1.0 1.3 1.4 1.3 3.7 3.4 2.9 1.1 2.2 2.5 2.3 1.7 1.0 3.9 3.5 1.2 2.6 2.9 2.5 1.8 1.1 4.0 3.7 1.7 3.2 3.2 2.5 1.8 1.1 4.1 3.9 2.4 3.1 3.2 2.5 1.8 1.2 3.6 3.5 2.5 3.1 3.2 2.5 1.8 1.2 3.4 3.3 1.8 3.1 3.3 2.5 1.9 1.4 3.4 3.2 1.1 2.5 2.7 2.5 2.1 1.8 2.5 2.7 1.0 2.2 2.6 2.6 2.8 3.0 2.2 2.2 1.1 2.1 2.9 3.5 4.0 3.8 3.6 3.5 3.0 2.5 2.2 2.3 2.7 3.1 3.4 3.4 3.4 3.1 2.6 2.3 2.2 2.5 3.0 3.4 3.4 3.4 3.3 2.8 2.3 2.2 2.4 2.8 3.4 3.3 3.3 3.3 2.7 2.4 2.2 1.9 1.2 2.0 2.9 3.6 4.1 4.1 4.0 4.0 3.6 3.2 2.9 2.9 3.4 3.7 3.9 3.9 4.0 3.7 3.4 2.9 2.9 3.2 3.6 4.0 3.9 3.9 3.8 3.5 3.1 2.8 3.1 3.5 3.8 3.8 3.7 3.7 3.1 2.6 2.1 1.6 1.3 2.1 2.9 3.5 3.8 3.8 3.8 3.7 3.8 3.5 3.3 3.4 3.6 3.7 3.7 3.7 3.7 3.8 3.6 3.3 3.3 3.6 3.8 3.7 3.7 3.7 3.8 3.7 3.4 3.3 3.4 3.6 3.7 3.6 3.5 3.4 3.1 2.6 2.0 1.4 1.4 2.2 3.0 3.5 3.6 3.7 3.7 3.8 3.7 3.5 3.5 3.6 3.8 3.7 3.7 3.7 3.8 3.8 3.6 3.4 3.5 3.7 3.8 3.7 3.7 3.8 3.8 3.7 3.5 3.5 3.6 3.7 3.6 3.6 3.5 3.4 3.0 2.4 1.7 1.2 1.4 2.1 2.9 3.4 3.5 3.7 3.7 3.7 3.5 3.2 3.2 3.4 3.7 3.7 3.7 3.7 3.7 3.6 3.3 3.1 3.4 3.6 3.7 3.7 3.7 3.7 3.6 3.4 3.1 3.2 3.5 3.7 3.6 3.6 3.5 3.3 2.8 2.0 1.4 3.4 3.5 3.6 3.8 3.5 3.1 2.6 2.6 3.1 3.5 3.8 3.7 3.6 3.7 3.2 2.7 2.6 3.0 3.4 4.1 3.7 3.7 4.1 3.3 2.9 2.5 2.8 3.2 3.7 3.6 3.6 3.7 3.1 2.4 2.5 3.0 3.1 2.9 2.4 1.9 1.7 1.7 2.0 2.5 3.0 3.2 3.0 2.6 2.1 1.7 1.7 1.9 2.3 2.9 3.1 3.1 2.8 2.2 1.8 1.7 1.8 2.2 2.7 3.0 3.1 2.8 2.1 1.5 https://www.scilights.com/ Scale: Date: Drawn By: Photometry Disclaimer: - Light loss factor (LLF) has been established at 0.912 per industry IES standard. - Refer to Calculation summary for placement of calculation points. I.E.: Workplane, Floor. - Offices, conference rooms, and open work areas are calculated at 2.5' from A.F.F. All other areas will be calculated at floor or at the direction of the client. Controls Disclaimer: - This device diagram is provided using industry recognized software and are provided for estimation purposes only, field conditions need to be verified and might require adjustment of the controls system. - All fixtures must have a 0-10V driver/ballast in order to dim using SCI's controls system Controller. NOTE: Fluorescent fixtures will require a compatible ballast. - SCI Controls System is based on CA-2019 T24 code and might supersede end user requirements. Calculations are provided using industry recognized software and are provided for estimation purposes only. Input data for the calculations corresponds to the information provided to us (assumptions may be made for information that is not provided). It is the responsibility of those using this service to verify that our input data is consistent with expected field conditions. Results of the lighting calculations accurately reflect the input data. However, actual lighting levels will vary depending on field conditions such as Calculations are also subject to the limitations of the software. Due to the above considerations, Southern California Illumination cannot guaranty that actual light levels measured in the field will match our initial calculations. Applications Department: app@scilights.com phone: (949) 622-3000 fax: (949) 622-3095 C:\Users\Esilvas\SCI Lighting Solutions\Applications Dept - P-SL1 PHOTOMETRICS Architects Orange Townplace Suite Monterey Crossing 10/16/2023 AP4 No. Description Date 1" = 30' - 0" Exergent #:23-6076 Project Catalog #Type Prepared by Notes Date PS500052EN page 1 September 29, 2023 1:22 PM Quick Facts • Lumen packages range from 3,300 - 73,500 (33W - 552W) • 17 optical distributions • Efficacy up to 159 lumens per watt Interactive Menu • Ordering Information page 2 • Mounting Details page 3 • Optical Distributions page 5 • Product Specifications page 5 • Energy and Performance Data page 6 • Control Options page 11 Dimensional Details Area / Site Luminaire McGraw-Edison GALN Galleon II "A" 9-1/2" [241mm]"B" "A" "B"9 1/2" 241mm 3-3/4"[94mm] "A" 9-1/2" [241mm]"B" "A" "B"9 1/2" 241mm 3-3/4"[94mm] Number of Light Squares Width "A" Housing Length "B" Weight with Standard or QM Arm EPA with Standard or QM Arm 1-4 16"22"29 lb 0.95 5-6 22"22"39 lb 0.95 7-9 22"28-1/8"48 lb 1.1 NOTES: For arm selection requirements and additional line art, see Mounting Details section. Connected Systems • WaveLinx Lite • WaveLinx Standard Pole Mount Arm Light ARchitectTM NOTES: 1. Visit https://www.designlights.org/search/ to confirm qualification. Not all product variations are DLC qualified. 2. IDA Certified (3000K CCT and warmer only, fixed mounting options) 1 2 1 Product Certifications Product Features AVAILAB L ECOMPLIANT OPTIO NSBAABUY AMERICAN ACT Pole Drilling Pattern Type "N"TYPE "N" 3/4" [19mm]DiameterHole (2) 9/16" [14mm]DiameterHoles 1-3/4"[44mm] 7/8" [22mm] 2" [51mm] GALN Galleon IIMcGraw-Edison PS500052EN page 6 September 29, 2023 1:22 PM Energy and Performance Data Lumen Maintenance (TM-21) Drive Current Ambient Temperature 25,000 hours* 50,000 hours* 60,000 hours* 100,000 hours** Theoretical L70 hours** Up to 1A 25°C 99.4% 99.0% 98.9% 98.3%> 2.4M 40°C 98.7% 98.3% 98.1% 97.4% > 1.9M 50°C 98.2% 97.2% 96.8% 95.2%> 851,000 1.2A 25°C 99.4% 99.0% 98.9% 98.3%> 2.4M 40°C 98.5% 97.9% 97.7% 96.7%> 1.3M * Supported by IES TM-21 standards ** Theoretical values represent estimations commonly used; however, refer to the IES position on LED Product Lifetime Prediction, IES PS-10-18, explaining proper use of IES TM-21 and LM-80. Lumen Multiplier Ambient Temperature Lumen Multiplier 0ºC 1.02 10ºC 1.01 25ºC 1.00 40ºC 0.99 50ºC 0.97 FADC Position Percent of Typical Lumen Output 1 25% 2 48% 3 56% 4 65% 5 75% 6 80% 7 85% 8 90% 9 95% 10 100% FADC Position Percent of Typical Lumen Output 1 14% 2 25% 3 32% 4 43% 5 49% 6 57% 7 65% 8 72% 9 80% 10 100% FADC Position Percent of Typical Lumen Output 1 19% 2 38% 3 47% 4 63% 5 74% 6 85% 7 95% 8 97% 9 100% 10 100% FADC Settings SA1-SA3 (A, B, C, D Drive Current) FADC Settings SA4-SA6 (A, B, C, D Drive Current) FADC Settings SA7-SA9 (A, B, C, D Drive Current) Cooper Lighting Solutions 1121 Highway 74 South Peachtree City, GA 30269 P: 770-486-4800 www.cooperlighting.com © 2023 Cooper Lighting Solutions All Rights Reserved. Specifications and dimensions subject to change without notice. GALN Galleon IIMcGraw-Edison PS500052EN page 11 September 29, 2023 1:22 PM Control Options 0-10V (DIM) This fixture is offered standard with 0-10V dimming driver(s). The DIM option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (BPC, PR and PR7) Optional button-type photocontrol (BPC) and photocontrol receptacles (PR and PR7) provide a flexible solution to enable “dusk-to-dawn” lighting by sensing light levels. Advanced control systems compatible with NEMA 7-pin standards can be utilized with the PR7 receptacle. After Hours Dim (AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a “dusk-to-dawn” period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factory-shipped dimming solution requiring no external control wiring. Reference the After Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (SPB and MS/DIM-LXX) These passive infrared (PIR) sensors are factory installed in the luminaire housing. When the SPB (FSP-321 or FSP-311) or MS/DIM (FSP-211) sensor options are selected, the occupancy sensor is connected to a dimming driver and the luminaire dims when no motion is detected. After a set period of time, the luminaire turns off, and when motion is detected, the luminaire returns to full light output. Both sensors are factory preset to dim down to approximately 10% power with a time delay of five minutes. The MS/DIM sensor requires the FSIR-100 programming tool to adjust factory defaults. The SPB sensor default parameters are listed in the table below and can be configured utilizing the Sensor Configuration mobile application for iOS and Android devices. The SPB/X is configured to control only the specified number of light squares (See SPB/X Availability Table below.) An integral photocontrol can be activated with the app for “dusk-to-dawn” control or daylight harvesting - the factory default is off. Four sensor colors are available; Bronze, Black, Gray and White, and are automatically selected based on the luminaire finish as indicated by the table below. WaveLinx Wireless Control and Monitoring System Operates on a wireless mesh network based on IEEE 802.15.4 standards enabling wireless control of outdoor lighting. WaveLinx and WaveLinx Lite sensors utilize the Zhaga Book 18 compliant 4-PIN receptacle (ZD or ZW), while the WOLC control module utilizes a 7-PIN receptacle. ZW option provides 4-PIN receptacle and control module to enable future installation of WaveLinx sensors. ZD option provides 4-PIN receptacle and sensor-ready (SR) driver to enable future installation of WaveLinx sensors, power monitoring, and advanced functionality. WaveLinx (SWPD4 to SWPD5) outdoor wireless sensors offer passive infrared (PIR) occupancy and photocell for closed loop daylight harvesting, and can be factory or field-installed. Sensors are factory preset to dim down to 50% after 15 minutes of no motion detected. Two lens options are available for mounting heights of 7’ to 40’. Use the WaveLinx mobile application for set-up and configuration. At least one Wireless Area Controller (WAC) is required for full functionality and remote communication (including adjustment of any factory pre-sets). WaveLinx Lite (WOF and WOB) outdoor wireless sensors provide PIR occupancy and photocell for closed loop daylight harvesting, and can be factory or field-installed. Sensors are factory preset to dim down to 50% after 15 minutes of no motion detect- ed. Two lens options are available for mounting heights of 7’ to 40’. Use the WaveLinx Lite mobile application for set-up and configuration. WAC not required. WaveLinx Outdoor Control Module (WOLC-7P-10A) accessory provides a photocontrol enabling astronomic or time-based schedules to provide ON, OFF and dimming control of fixtures utilizing a 7-PIN receptacle. The out-of-box functionality is ON at dusk and OFF at dawn. LumenSafe Integrated Network Security Camera (LD) Cooper Lighting Solutions brings ease of camera deployment to a whole new level. No additional wiring is needed beyond providing line power to the luminaire. A variety of networking options allows security integrators to design the optimal solution for active surveillance. As the ideal solution to meet the needs for active surveillance, the LumenSafe integrated network camera is a streamlined, outdoor-ready fixed dome that provides HDTV 1080p video. This IP camera is optimally designed for deployment in the video management system or security software platform of choice. Synapse (DIM10) SimplySNAP integrated wireless controls system by Synapse. Includes factory installed DIM10 Synapse control module and FSP-201 motion sensor; requires additional Synapse system components for operation. Contact Synapse at www.synapsewireless.com for product support, warranty and terms and conditions. For mounting heights up to 15' (SWPD4 and WOB)For mounting heights up to 40' (SWPD5 and WOF) SPB sensor finish matched to luminaire finish Luminaire Finish SPB Sensor Finish* WH White White BK Black Black GM Graphite Metallic Black BZ Bronze Bronze AP Gray Gray DP Dark Platinum Gray SPB/X Availability Table Fixture Square Count Available SPB/X Square Count 1 Not Available 2 Not Available 3 Not Available 4 2 5 2 or 3 6 3 7 2, 3, 4 or 5 8 2, 3, 5 or 6 9 3 or 6 Occupancy Sensor Setting MS/DIM SPB WaveLinx Lite (WOF / WOB) WaveLinx (SWPD) High Mode % 100% 100%100%100% Low Mode % 10% 10%50%50% Time Delay 5 min 5 min 15 min 15 min Cut Off Delay 1 hr 1 hr Disabled Disabled Photocell Enabled No No Yes Yes *SPB bezel color automatically selected based on luminaire finish Default Program Settings (Out of the Box Functionality) GALN Galleon IIMcGraw-Edison PS500052EN page 3 September 29, 2023 1:22 PM TYPE "R" 3/4" [19mm]Diameter Hole 2-5/16"[59mm] 1-1/16"[27mm]2-1/8"[54mm] (2) 5/8" [16mm]Diameter Holes Mounting Details Pole Drilling Patterns Type "M"Type "N"Type "R" Pole Configuration Options TYPE "N" 3/4" [19mm]DiameterHole (2) 9/16" [14mm]DiameterHoles 1-3/4"[44mm] 7/8" [22mm] 2" [51mm] 2 @ 180°3 @ 120° (Round poles only) 4 @ 90°2 @ 90°3 @ 90°2 @ 120° (Round poles only) 3/4" [19mm] Diameter Hole (2) 5/8" [16mm] Diameter Holes 4-7/8" [124mm] 2-7/16" [62mm] 2-5/16" [59mm] TYPE "M" *NOTE: Use Type N drilling pattern "A" 9-1/2" [241mm]"B" Quick Mount Arm (QM)* "A"6" [149mm] 3-3/4" [94mm] "B" Mast Arm, Fixed (MA) *NOTE: Fits 2-3/8" O.D. tenon *NOTE: Universal bolt pattern compatible with Type N through Type M drilling patterns "A" 8-5/8" [220mm] 9-1/2" [242mm] 5-5/16"[135mm] "B" Upswept Arm (UP)* "A" 9-5/32" [233mm] 6-3/16" [157mm] 10-5/32" [258mm] "B" Wall Mount, Fixed (WM) "B"10-1/4"[260mm] Standard Quick Mount Arm (QU) Quick Mount Mast Arm Assembly (QMA) "A" 3-3/4"[94mm]"B"10-5/8"[271mm] *NOTE: Universal bolt pattern compatible with Type N through Type M drilling patterns "A" 7"[178mm] 3-1/8"[78mm] *NOTE: Fits 2-3/8" O.D. tenon Upswept Arm (UP) Mast Arm, Fixed (MA) Wall Mount, Fixed (WM) Quick Mount Universal Arm (QU)Quick Mount Mast Arm (QMA) Pole Mount Arm with Quick Mount Adaptor (QM) GALN Galleon IIMcGraw-Edison PS500052EN page 8 September 29, 2023 1:22 PM Performance Table, Drive Current “B” (800mA) Number of Light Squares 1 2 3 4 5 6 7 8 9 Nominal Power (Watts)44 82 121 164 204 243 286 325 364 Input Current @ 120V 0.367 0.689 1.014 1.378 1.704 2.027 2.393 2.716 3.041 Input Current @ 208V 0.213 0.401 0.594 0.802 0.997 1.188 1.400 1.605 1.782 Input Current @ 240V 0.184 0.347 0.510 0.694 0.860 1.021 1.210 1.386 1.531 Input Current @ 277V 0.160 0.303 0.449 0.605 0.757 0.898 1.065 1.242 1.347 Input Current @ 347V 0.125 0.235 0.355 0.471 0.592 0.710 0.828 0.958 1.065 Input Current @ 480V 0.092 0.172 0.258 0.344 0.432 0.517 0.605 0.706 0.775 Optics T1 4000K Lumens 5,748 11,423 16,957 22,470 28,446 33,683 39,563 45,867 51,494 BUG Rating B2-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 Lumens per Watt 131 139 140 137 139 139 138 141 141 T2 4000K Lumens 5,790 11,508 17,083 22,638 28,658 33,935 39,859 46,210 51,879 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 132 140 141 138 140 140 139 142 143 T2R 4000K Lumens 5,868 11,662 17,311 22,941 29,041 34,388 40,391 46,827 52,572 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 Lumens per Watt 133 142 143 140 142 142 141 144 144 T3 4000K Lumens 5,710 11,347 16,845 22,322 28,258 33,461 39,303 45,565 51,155 BUG Rating B1-U0-G1 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B4-U0-G4 B4-U0-G5 B4-U0-G5 Lumens per Watt 130 138 139 136 139 138 137 140 141 T3R 4000K Lumens 5,892 11,710 17,383 23,035 29,161 34,530 40,558 47,020 52,788 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 134 143 144 140 143 142 142 145 145 T4FT 4000K Lumens 5,745 11,418 16,949 22,460 28,433 33,668 39,546 45,847 51,471 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 131 139 140 137 139 139 138 141 141 T4W 4000K Lumens 5,762 11,451 16,999 22,526 28,517 33,767 39,662 45,982 51,622 BUG Rating B1-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 131 140 140 137 140 139 139 141 142 SL2 4000K Lumens 5,747 11,422 16,956 22,469 28,444 33,681 39,561 45,865 51,491 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 131 139 140 137 139 139 138 141 141 SL3 4000K Lumens 5,707 11,342 16,836 22,311 28,244 33,444 39,283 45,542 51,129 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 130 138 139 136 138 138 137 140 140 SL4 4000K Lumens 5,636 11,201 16,627 22,034 27,893 33,028 38,794 44,976 50,493 BUG Rating B1-U0-G2 B1-U0-G3 B2-U0-G4 B2-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 128 137 137 134 137 136 136 138 139 5NQ 4000K Lumens 6,009 11,942 17,727 23,492 29,739 35,214 41,362 47,953 53,835 BUG Rating B2-U0-G1 B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G2 B5-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 Lumens per Watt 137 146 147 143 146 145 145 148 148 5MQ 4000K Lumens 6,039 12,001 17,816 23,609 29,887 35,389 41,568 48,191 54,103 BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 Lumens per Watt 137 146 147 144 147 146 145 148 149 5WQ 4000K Lumens 6,026 11,976 17,778 23,559 29,824 35,315 41,480 48,090 53,989 BUG Rating B3-U0-G1 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 Lumens per Watt 137 146 147 144 146 145 145 148 148 SLL/ SLR 4000K Lumens 4,963 9,863 14,642 19,403 24,563 29,085 34,163 39,607 44,465 BUG Rating B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 113 120 121 118 120 120 119 122 122 RW 4000K Lumens 5,940 11,806 17,526 23,224 29,400 34,813 40,891 47,407 53,222 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 Lumens per Watt 135 144 145 142 144 143 143 146 146 AFL 4000K Lumens 5,814 11,555 17,153 22,730 28,775 34,073 40,021 46,398 52,090 BUG Rating B1-U0-G1 B2-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 Lumens per Watt 132 141 142 139 141 140 140 143 143 * Nominal data for 70 CRI. ** For additional performance data, please reference the Galleon Supplemental Performance Guide. GALN Galleon IIMcGraw-Edison PS500052EN page 5 September 29, 2023 1:22 PM Asymmetric Area Distributions T3 (Type III) SL2 (Type II with Spill Control) SL3 (Type III with Spill Control) T4FT (Type IV Forward Throw) T4W (Type IV Wide) SL4 (Type IV with Spill Control) T2 (Type II) Symmetric Distributions Rotated OpticsSpecialized Distributions Asymmetric Roadway Distributions AFL (Automotive Frontline) SLR (90° Spill Light Eliminator Right) SLL (90° Spill Light Eliminator Left) T2R (Type II Roadway) RW (Rectangular Wide Type I) T3R (Type III Roadway) 5NQ (Type V Square Narrow) 5MQ (Type V Square Medium) 5WQ (Type V Square Wide) Standard Street Side House Side Street Side Optics Rotated Left @ 90° [L90] House Side Street Side Optics Rotated Right @ 90° [R90] House Side T1 (Type I) Construction • Die-cast aluminum housing and heat sink • Three housing sizes, using 1 to 9 light squares Optics • High-efficiency injection-molded AccuLED Optics technology • 17 optical distributions for area site and roadway applications • 3 shielding options include HSS, GRS and PFS • IDA Certified (3000K CCT and warmer only, fixed mounting options) Electrical • Removable power tray assembly includes drivers, surge modules and control modules for ease of maintenance and serviceability • Standard with 0-10V dimming • Standard with 10kV surge module, optional 20kV surge module • Suitable for operation in -40°C to 40°C ambient environments. Optional 50°C high ambient (HA) configuration Mounting • Arms are factory installed, enabling closed-housing installation • All arms suitable for round or square pole installation • All arms provide clearance for multiple fixture installations at 90° Finish • 6 standard finishes use super durable TGIC polyester powder coat paint, providing 2.5 mil nominal thickness and salt-spray tested to 3,000 hours per ASTM B117 • RAL and custom color matches available • Coastal Construction (CC) option salt-spray tested to 5,000 hours per ASTM B117, achieving a scribe rating of 9 per ASTM D1654 Typical Applications • Outdoor, Parking Lots, Walkways, Roadways, Building Areas Warranty • Five year limited warranty Product Specifications Optical Distributions GALN Galleon IIMcGraw-Edison PS500052EN page 10 September 29, 2023 1:22 PM Performance Table, Drive Current “D” (1200mA) Number of Light Squares 1 2 3 4 5 6 7 8 9 Nominal Power (Watts)65 125 184 245 309 368 433 493 552 Input Current @ 120V 0.546 1.041 1.535 2.082 2.578 3.070 3.619 4.114 4.605 Input Current @ 208V 0.318 0.610 0.893 1.219 1.504 1.786 2.113 2.397 2.679 Input Current @ 240V 0.276 0.523 0.758 1.046 1.282 1.516 1.806 2.041 2.274 Input Current @ 277V 0.241 0.460 0.662 0.920 1.133 1.325 1.593 1.807 1.987 Input Current @ 347V 0.187 0.370 0.543 0.740 0.915 1.085 1.285 1.459 1.628 Input Current @ 480V 0.138 0.269 0.391 0.537 0.663 0.782 0.932 1.057 1.173 Optics T1 4000K Lumens 7,814 15,529 23,053 30,549 38,672 45,793 53,787 62,358 70,007 BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 120 124 125 125 125 124 124 126 127 T2 4000K Lumens 7,872 15,645 23,225 30,777 38,962 46,135 54,189 62,824 70,530 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 121 125 126 126 126 125 125 127 128 T2R 4000K Lumens 7,977 15,854 23,535 31,188 39,482 46,751 54,913 63,663 71,472 BUG Rating B1-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 123 127 128 127 128 127 127 129 129 T3 4000K Lumens 7,762 15,427 22,901 30,348 38,418 45,491 53,433 61,947 69,546 BUG Rating B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B4-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 119 123 124 124 124 124 123 126 126 T3R 4000K Lumens 8,010 15,920 23,632 31,317 39,645 46,944 55,139 63,925 71,767 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 123 127 128 128 128 128 127 130 130 T4FT 4000K Lumens 7,810 15,522 23,043 30,535 38,655 45,772 53,763 62,330 69,976 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 120 124 125 125 125 124 124 126 127 T4W 4000K Lumens 7,833 15,568 23,110 30,625 38,769 45,907 53,921 62,513 70,182 BUG Rating B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 121 125 126 125 125 125 125 127 127 SL2 4000K Lumens 7,813 15,528 23,052 30,547 38,670 45,790 53,784 62,354 70,003 BUG Rating B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 120 124 125 125 125 124 124 126 127 SL3 4000K Lumens 7,758 15,419 22,889 30,332 38,398 45,468 53,406 61,916 69,511 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 119 123 124 124 124 124 123 126 126 SL4 4000K Lumens 7,662 15,228 22,605 29,955 37,921 44,903 52,742 61,146 68,646 BUG Rating B1-U0-G3 B2-U0-G3 B2-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 118 122 123 122 123 122 122 124 124 5NQ 4000K Lumens 8,169 16,235 24,101 31,938 40,431 47,874 56,232 65,193 73,190 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B5-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 126 130 131 130 131 130 130 132 133 5MQ 4000K Lumens 8,210 16,316 24,221 32,097 40,632 48,113 56,512 65,517 73,554 BUG Rating B3-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 B5-U0-G5 Lumens per Watt 126 131 132 131 131 131 131 133 133 5WQ 4000K Lumens 8,192 16,282 24,170 32,029 40,546 48,011 56,393 65,379 73,399 BUG Rating B3-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 Lumens per Watt 126 130 131 131 131 130 130 133 133 SLL/ SLR 4000K Lumens 6,747 13,410 19,906 26,379 33,394 39,542 46,445 53,846 60,451 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 104 107 108 108 108 107 107 109 110 RW 4000K Lumens 8,076 16,050 23,826 31,574 39,970 47,329 55,592 64,450 72,356 BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 Lumens per Watt 124 128 129 129 129 129 128 131 131 AFL 4000K Lumens 7,904 15,709 23,320 30,902 39,120 46,323 54,410 63,079 70,817 BUG Rating B1-U0-G1 B2-U0-G2 B3-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 B3-U0-G4 B4-U0-G4 B4-U0-G4 Lumens per Watt 122 126 127 126 127 126 126 128 128 * Nominal data for 70 CRI. ** For additional performance data, please reference the Galleon Supplemental Performance Guide. GALN Galleon IIMcGraw-Edison PS500052EN page 2 September 29, 2023 1:22 PM Product Family Camera Type Data Backhaul L=LumenSafe Technology D=Standard Dome Camera H=Hi-Res Dome Camera Z=Remote PTZ Camera C=Cellular, No SIM A=Cellular, AT&T V=Cellular, Verizon S=Cellular, Sprint R=Cellular, Rogers W=Wi-Fi Networking w/ Omni-Directional AntennaE=Ethernet Networking LumenSafe Integrated Network Security Camera Technology Options (Add as Suffix) Product Family 1, 2 Light Engine Color Temperature Voltage Distribution Mounting FinishConfigurationDrive Current GALN=Galleon IIBAA-GALN=Galleon IIBuy American Act Compliant 27 TAA-GALN=Galleon IITrade Agreements ActCompliant 27 SA1=1 Square SA2=2 Squares SA3=3 Squares SA4=4 Squares SA5=5 SquaresSA6=6 Squares SA7=7 SquaresSA8=8 SquaresSA9=9 Squares A=600mAB=800mA C=1000mA D=1200mA 4, 17 Z=Configured33 722=70CRI, 2200K727=70CRI, 2700K730=70CRI, 3000K735=70CRI, 3500K740=70CRI, 4000K 750=70CRI, 5000K 760=70CRI, 6000K 827=80CRI, 2700K830=80CRI, 3000K835=80CRI, 3500K840=80CRI, 4000K930=90CRI, 3000K935=90CRI, 3500K940=90CRI, 4000K950=90CRI, 5000K AMB=Amber, 590nm 15, 17 U=120-277VH=347V-480V 7, 30 1=120V 2=208V 3=240V 4=277V 8=480V 7, 30 9=347V 7 DV=277V-480V DuraVolt Drivers 29, 30, 31 T1=Type IT2=Type IIT2R=Type II RoadwayT3=Type IIIT3R=Type III RoadwayT4FT=Type IV Forward ThrowT4W=Type IV Wide5NQ=Type V Narrow5MQ=Type V Square Medium5WQ=Type V Square WideSL2=Type II w/Spill ControlSL3=Type III w/Spill ControlSL4=Type IV w/Spill ControlSLL=90° Spill Light Eliminator LeftSLR=90° Spill Light Eliminator Right RW=Rectangular Wide Type IAFL=Automotive Frontline [Blank]=Standard Pole Mount ArmQU=Quick Mount Universal ArmQM=Pole Mount Arm with Quick Mount AdaptorPA=Pole Mount, AdjustableSP=3” Slipfitter, Adjustable 8 SP2=2-3/8” Slipfitter, Adjustable 8 QMA=Quick Mount Mast Arm, FixedMA=Mast Arm, FixedWM=Wall Mount, FixedWA=Wall Mount, AdjustableUP=Upswept Arm AP=GreyBZ=BronzeBK=BlackDP=Dark PlatinumGM=Graphite MetallicWH=WhiteRALXX=Custom Color Ordering Information SAMPLE NUMBER: GALN-SA4C-740-U-T4FT-GM Options (Add as Suffix)Controls and Systems Options (Add as Suffix)Accessories (Order Separately) 28 DIM=External 0-10V Dimming Leads 20 F= Single Fuse (120, 277 or 347V Specify Voltage)FF=Double Fuse (208, 240 or 480V Specify Voltage)20K=20kV UL 1449 fused surge protective device 10 2L=Two Circuits 10 HA=50°C High Ambient HSS=Installed House Side Shield 18 GRSBK=Glare Reducing Shield, Black 23 GRSWH=Glare Reducing Shield, White 23 LCF=Light Square Trim Painted to Match Housing 26 TH=Tool-less Door Hardware 5 CC=Coastal Construction finish 3 L90=Optics Rotated 90° Left R90=Optics Rotated 90° RightAHD145=After Hours Dim, 5 Hours 22 AHD245=After Hours Dim, 6 Hours 22 AHD255=After Hours Dim, 7 Hours 22 AHD355=After Hours Dim, 8 Hours 22 DALI=DALI Drivers BPC=Button Type Photocontrol. Must specify voltage 120V, 208V, 240V or 277V. 6 PR=NEMA 3-PIN Photocontrol ReceptaclePR7=NEMA 7-PIN Photocontrol Receptacle 21 FADC=Field Adjustable Dimming Controller 32 PSC=Photocontrol Shorting CapSPB2=Dimming Motion Sensor, 9’-20’ mounting 24 SPB4=Dimming Motion Sensor, 21’-40’ mounting 24 SPB2/X=Dimming Motion Sensor, limited square count, 9’-20’ mounting 24 SPB4/X=Dimming Motion Sensor, limited square count, 21’-40’ mounting 24 MS/DIM-L20=Motion Sensor for Dimming Operation, 9’-20’ Mounting 34 MS/DIM-L40=Motion Sensor for Dimming Operation, 21’-40’ Mounting 34 ZW=WaveLinx-enabled 4-PIN Twistlock Receptacle 19 ZD=SR Driver-enabled 4-PIN Twistlock Receptacle 19 ZW-WOBXX=WaveLinx Lite, Dimming Motion and Daylight, Bluetooth Programmable, 7’ - 15’ Mounting 19, 12 ZW-WOFXX=WaveLinx Lite, Dimming Motion and Daylight, Bluetooth Programmable, 15’ - 40’ Mounting 19, 12 ZD-WOBXX=WaveLinx Lite, SR Driver, Dimming Motion and Daylight, Bluetooth Programmable, 7’ - 15’ Mounting 19, 12 ZD-WOFXX=WaveLinx Lite, SR Driver, Dimming Motion and Daylight, Bluetooth Programmable, 15’ - 40’ Mounting 19, 12 ZW-SWPD4XX=WaveLinx Pro, Dimming Motion and Daylight, WAC Programmable, 7’ - 15’ Mounting 19, 12, 13 ZW-SWPD5XX=WaveLinx Pro, Dimming Motion and Daylight, WAC Programmable, 15’ - 40’ Mounting 19, 12, 13 ZD-SWPD4XX=WaveLinx Pro, SR Driver, Dimming Motion and Daylight, WAC Programmable, 7’ - 15’ Mounting 19, 12, 13 ZD-SWPD5XX=WaveLinx Pro, SR Driver, Dimming Motion and Daylight, WAC Programmable, 15’ - 40’ Mounting 19, 12, 13 DIM10-L20=Synapse Occupancy Sensor (9’-20’ Mounting) 19 DIM10-L40=Synapse Occupancy Sensor (21’-40’ Mounting) 19 OA/RA1016=NEMA Photocontrol Multi-Tap - 105-285VOA/RA1027=NEMA Photocontrol - 480VOA/RA1201=NEMA Photocontrol - 347VOA/RA1013=Photocontrol Shorting CapOA/RA1014=120V PhotocontrolMA1252=10kV Surge Module ReplacementMA1036-XX=Single Tenon Adapter for 2-3/8” O.D. Tenon MA1037-XX=2@180° Tenon Adapter for 2-3/8” O.D. TenonMA1197-XX=3@120° Tenon Adapter for 2-3/8” O.D. TenonMA1188-XX=4@90° Tenon Adapter for 2-3/8” O.D. TenonMA1189-XX=2@90° Tenon Adapter for 2-3/8” O.D. TenonMA1190-XX=3@90° Tenon Adapter for 2-3/8” O.D. TenonMA1191-XX=2@120° Tenon Adapter for 2-3/8” O.D. TenonMA1038-XX=Single Tenon Adapter for 3-1/2” O.D. TenonMA1039-XX=2@180° Tenon Adapter for 3-1/2” O.D. TenonMA1192-XX=3@120° Tenon Adapter for 3-1/2” O.D. TenonMA1193-XX=4@90° Tenon Adapter for 3-1/2” O.D. TenonMA1194-XX=2@90° Tenon Adapter for 3-1/2” O.D. TenonMA1195-XX=3@90° Tenon Adapter for 3-1/2” O.D. Tenon SRA238=Adapter kit for mounting 3” SP arm to 2-3/8” O.D. vertical tenonFSIR-100=Wireless Configuration Tool for MS/DIM 34 LS/HSS=Field Installed House Side Shield 9, 18 LS/GRSBK-2PK =Glare Reducing Shield, Black 9, 23 LS/GRSWH-2PK =Glare Reducing Shield, White 9, 23 LS/PFS=Perimeter Shield, Black 16 WOLC-7P-10A=WaveLinx Outdoor Control Module 11, 19 WOB-XX=WaveLinx Lite Sensor, Dimming Motion and Daylight, Bluetooth Programmable, 7’ - 15’ Mounting 12, 14, 19 WOF-XX=WaveLinx Lite Sensor, Dimming Motion and Daylight, Bluetooth Programmable, 15’ - 40’ Mounting 12, 14, 19 SWPD4-XX=WaveLinx Sensor, Dimming Motion and Daylight, WAC Programmable, 7’ - 15’ Mounting 12, 13, 14, 19 SWPD5-XX=WaveLinx Sensor, Dimming Motion and Daylight, WAC Programmable, 15’ - 40’ Mounting 12, 13, 14, 19 NOTES: 1. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to our white paper WP513001EN for additional support information. 2. DesignLights Consortium® Qualified. Refer to www.designlights.org Qualified Products List under Family Models for details. 3. Coastal construction finish salt spray tested to over 5,000-hours per ASTM B117, with a scribe rating of 9 per ASTM D1654. Not available with TH option. 4. Drive current 1200mA not available with color temperatures 722, 727, 827, 830 or 930 when the HSS option is selected.5. TH option not 3G rated. Not available with Coastal Construction (CC) option. 6. Not available with voltage options H, 8 or 9. 7. Requires the use of an internal step down transformer when combined with sensor options. Not available in combination with the HA high ambient and sensor options at 1A. 8. SP arm limited to 3” O.D. vertical tenon. SP2 limited to 2-3/8” O.D. vertical tenon.9. One required for each Light Square. 10. 2L is not available with SPB at 347V or 480V. Not available with WaveLinx or Enlighted sensors, or 20kV surge option. 11. Requires PR7. 12. Replace XX with sensor color (WH, BZ or BK.) 13. WAC Gateway required to enable field-configurability: Order WAC-PoE and WPOE-120 (10V to PoE injector) power supply if needed. WAC not required for LC Bluetooth sensors.14. Requires ZW or ZD receptacle. 15. Narrow-band 590nm +/- 5nm for wildlife and observatory use. Choose drive current A; supplied at 500mA drive current only. Exact luminaire wattage available in IES files. Available with 5WQ, 5MQ, SL2, SL3 and SL4 distributions. Can be used with HSS option. 16. Set of 4 pcs. One set required per Light Square. 17. Not available with HA option. 18. Not for use with T1, 5NQ, 5MQ, 5WQ or RW optics. 19. Cannot be used with other control options. 20. Low voltage control lead brought out 18” outside fixture. Not available with DALI or integrated controls options21. Not available if any SPB, LWR, or WaveLinx sensor is selected. Motion sensor has an integral photocell. 22. Requires the use of BPC photocontrol or the PR7 or PR photocontrol receptacle with photocontrol accessory. 23. Not for use with T1, T4FT, T4W or SL4 optics. 24. Sensor configuration mobile application required for configuration. See controls page for details. 25. Replace X with number of Light Squares controlled by the SPB, referencing the “SPB/X Availability Table” on the controls page.26. Not available with HSS, GRSWH or GRSBK.27. Only product configurations with these designated prefixes are built to be compliant with the Buy American Act of 1933 (BAA) or Trade Agreements Act of 1979 (TAA), respectively. Please refer to DOMESTIC PREFERENCES website for more information. Components shipped separately may be separately analyzed under domestic preference requirements.28. For BAA or TAA requirements, Accessories sold separately will be separately analyzed under domestic preference requirements. Consult factory for further information.29. DuraVolt drivers feature added protection from power quality issues such as loss of neutral, transients and voltage fluctuations. Visit www.signify.com/duravolt for more information.30. 480V not to be used with ungrounded or impedance grounded systems.31. Not available in 1 square configuration at 800mA or below. Not available with any control option except SPB.32. Cannot be used with PR7 or other motion response control options.33. Use GALN Product Configurator to specify lumen output, drive current and wattage. Not available with AMB.34. Uses the FSP-211 motion sensor. The FSIR-100 configuration tool is required to adjust parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Cooper Lighting Solutions for more information. GALN Galleon IIMcGraw-Edison PS500052EN page 7 September 29, 2023 1:22 PM Performance Table, Drive Current “A” (615mA) Number of Light Squares 1 2 3 4 5 6 7 8 9 Nominal Power (Watts)33 63 93 121 154 182 215 244 274 Input Current @ 120V 0.283 0.529 0.778 1.058 1.310 1.556 1.839 2.089 2.335 Input Current @ 208V 0.165 0.309 0.460 0.618 0.771 0.919 1.082 1.240 1.379 Input Current @ 240V 0.143 0.270 0.398 0.540 0.671 0.796 0.944 1.078 1.194 Input Current @ 277V 0.125 0.237 0.352 0.473 0.581 0.705 0.818 0.962 1.057 Input Current @ 347V 0.098 0.181 0.272 0.362 0.454 0.544 0.636 0.738 0.816 Input Current @ 480V 0.073 0.133 0.200 0.267 0.335 0.400 0.470 0.554 0.600 Optics T1 4000K Lumens 4,619 9,180 13,628 18,059 22,861 27,070 31,796 36,863 41,385 BUG Rating B2-U0-G1 B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 Lumens per Watt 140 146 147 149 148 149 148 151 151 T2 4000K Lumens 4,654 9,249 13,730 18,194 23,032 27,273 32,034 37,138 41,694 BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 Lumens per Watt 141 147 148 150 150 150 149 152 152 T2R 4000K Lumens 4,716 9,372 13,913 18,437 23,340 27,637 32,462 37,634 42,251 BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 Lumens per Watt 143 149 150 152 152 152 151 154 154 T3 4000K Lumens 4,589 9,120 13,538 17,940 22,711 26,892 31,587 36,620 41,112 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B4-U0-G4 Lumens per Watt 139 145 146 148 147 148 147 150 150 T3R 4000K Lumens 4,735 9,411 13,970 18,513 23,436 27,751 32,596 37,790 42,425 BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 Lumens per Watt 143 149 150 153 152 152 152 155 155 T4FT 4000K Lumens 4,617 9,176 13,622 18,051 22,851 27,058 31,782 36,847 41,366 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 140 146 146 149 148 149 148 151 151 T4W 4000K Lumens 4,631 9,203 13,662 18,104 22,918 27,138 31,876 36,955 41,488 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 Lumens per Watt 140 146 147 150 149 149 148 151 151 SL2 4000K Lumens 4,619 9,180 13,627 18,058 22,860 27,069 31,795 36,861 41,383 BUG Rating B1-U0-G2 B2-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 Lumens per Watt 140 146 147 149 148 149 148 151 151 SL3 4000K Lumens 4,586 9,115 13,531 17,931 22,699 26,879 31,571 36,602 41,091 BUG Rating B1-U0-G1 B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 Lumens per Watt 139 145 145 148 147 148 147 150 150 SL4 4000K Lumens 4,529 9,002 13,363 17,708 22,417 26,544 31,178 36,146 40,580 BUG Rating B1-U0-G2 B1-U0-G3 B2-U0-G3 B2-U0-G4 B2-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 137 143 144 146 146 146 145 148 148 5NQ 4000K Lumens 4,829 9,598 14,247 18,880 23,901 28,301 33,242 38,539 43,266 BUG Rating B2-U0-G1 B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G2 B5-U0-G3 B5-U0-G3 Lumens per Watt 146 152 153 156 155 155 155 158 158 5MQ 4000K Lumens 4,853 9,645 14,318 18,974 24,020 28,442 33,407 38,731 43,482 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 147 153 154 157 156 156 155 159 159 5WQ 4000K Lumens 4,843 9,625 14,288 18,934 23,969 28,382 33,337 38,649 43,390 BUG Rating B3-U0-G1 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 Lumens per Watt 147 153 154 156 156 156 155 158 158 SLL/ SLR 4000K Lumens 3,989 7,927 11,768 15,594 19,741 23,375 27,456 31,831 35,736 BUG Rating B1-U0-G2 B1-U0-G2 B2-U0-G3 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 Lumens per Watt 121 126 127 129 128 128 128 130 130 RW 4000K Lumens 4,774 9,488 14,085 18,665 23,628 27,979 32,863 38,100 42,774 BUG Rating B2-U0-G1 B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 Lumens per Watt 145 151 151 154 153 154 153 156 156 AFL 4000K Lumens 4,673 9,286 13,785 18,268 23,126 27,384 32,164 37,290 41,864 BUG Rating B1-U0-G1 B1-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G2 B3-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G3 Lumens per Watt 142 147 148 151 150 150 150 153 153 * Nominal data for 70 CRI. ** For additional performance data, please reference the Galleon Supplemental Performance Guide. GALN Galleon IIMcGraw-Edison PS500052EN page 4 September 29, 2023 1:22 PM Wall Mount, Adjustable (WA) "A" 11-3/16" [284mm] 6-3/16"[157mm] "B" 10-5/32" [258mm] Pole Mount, Adjustable Arm (PA)* "A" "B"11-5/8"[296mm] 4-3/4"[121mm] *NOTE: Use Type N drilling pattern 3" Slipfitter, Adjustable (SP) "A" "B" 4.8”[122 mm] 7.9”[200mm] 9.08"[230mm] *NOTE: Fits 3" O.D. tenon 2-3/8" Slipfitter, Adjustable (SP2) "A" 9-1/2"[241mm] "B" 3-3/4"[97mm] 7-1/8"[180mm] *NOTE: Fits 2-3/8" O.D. tenon 80˚ -10˚ Range of Motion 5˚ Increments Mounting Details Tilt Angle (Degrees) Number of Light Squares Weight 1 @ 90° 2 @ 180° 2 @ 90° 2 @ 120° 3 @ 90° 3 @ 120° 4 @ 90° 0° 1-4 33.5 lb (15.2 kg)0.85 1.70 1.46 1.66 2.31 2.25 2.35 5-6 43.5 lb (19.7 kg)0.86 1.71 1.62 1.80 2.49 2.35 2.50 7-9 52.5 lb (23.8 kg)0.98 1.95 1.75 1.98 2.73 2.55 2.76 15° 1-4 33.5 lb (15.2 kg) 1.10 1.71 1.95 2.26 2.81 3.30 2.87 5-6 43.5 lb (19.7 kg)1.42 1.71 2.27 2.72 3.13 3.63 3.15 7-9 52.5 lb (23.8 kg)1.69 1.96 2.67 3.22 3.65 4.38 3.72 30° 1-4 33.5 lb (15.2 kg)1.72 1.81 2.58 3.21 3.44 4.59 3.53 5-6 43.5 lb (19.7 kg)2.26 2.29 3.11 4.00 3.97 5.27 4.00 7-9 52.5 lb (23.8 kg) 2.75 2.85 3.73 4.83 4.71 6.45 4.81 45° 1-4 33.5 lb (15.2 kg)2.25 2.36 3.10 4.00 3.96 5.63 4.08 5-6 43.5 lb (19.7 kg) 2.96 2.99 3.81 5.06 4.67 6.49 4.71 7-9 52.5 lb (23.8 kg)3.63 3.76 3.73 6.17 5.59 8.03 5.73 60° 1-4 33.5 lb (15.2 kg)2.63 2.77 3.49 4.58 4.34 6.21 4.48 5-6 43.5 lb (19.7 kg)3.46 3.51 4.32 5.84 5.19 7.01 5.22 7-9 52.5 lb (23.8 kg)4.27 4.44 5.25 7.15 6.23 8.80 6.40 Fixture Weights and EPAs Adjustable Arm Range of Motion • Includes WA, SP, SP2 and PA mounting options • Adjustable in increments of 5° • Must maintain downward facing orientation Wall Mount, Adjustable (WA) 3” Slipfitter, Adjustable (SP) 2-3/8” Slipfitter, Adjustable (SP2) Pole Mount, Adjustable Arm (PA) GALN Galleon IIMcGraw-Edison PS500052EN page 9 September 29, 2023 1:22 PM Performance Table, Drive Current “C” (1050mA) Number of Light Squares 1 2 3 4 5 6 7 8 9 Nominal Power (Watts)57 108 160 213 269 321 377 429 481 Input Current @ 120V 0.478 0.905 1.338 1.810 2.244 2.675 3.150 3.584 4.013 Input Current @ 208V 0.279 0.532 0.780 1.064 1.313 1.559 1.845 2.093 2.339 Input Current @ 240V 0.243 0.458 0.664 0.916 1.123 1.328 1.582 1.788 1.991 Input Current @ 277V 0.213 0.404 0.582 0.808 0.997 1.164 1.401 1.589 1.745 Input Current @ 347V 0.164 0.322 0.471 0.644 0.795 0.943 1.117 1.269 1.414 Input Current @ 480V 0.121 0.235 0.341 0.469 0.579 0.681 0.814 0.923 1.022 Optics T1 4000K Lumens 7,101 14,113 20,950 27,763 35,146 41,616 48,882 56,671 63,623 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 125 131 131 130 131 130 130 132 132 T2 4000K Lumens 7,154 14,219 21,107 27,970 35,408 41,927 49,247 57,094 64,098 BUG Rating B1-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 126 132 132 131 132 131 131 133 133 T2R 4000K Lumens 7,250 14,408 21,389 28,344 35,881 42,487 49,905 57,857 64,954 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 127 133 134 133 133 132 132 135 135 T3 4000K Lumens 7,054 14,020 20,812 27,580 34,914 41,342 48,560 56,297 63,203 BUG Rating B1-U0-G2 B2-U0-G2 B3-U0-G3 B3-U0-G4 B3-U0-G4 B4-U0-G4 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 124 130 130 129 130 129 129 131 131 T3R 4000K Lumens 7,280 14,468 21,477 28,461 36,029 42,663 50,111 58,096 65,222 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 128 134 134 134 134 133 133 135 136 T4FT 4000K Lumens 7,098 14,107 20,941 27,751 35,130 41,598 48,860 56,646 63,594 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 125 131 131 130 131 130 130 132 132 T4W 4000K Lumens 7,119 14,148 21,003 27,832 35,233 41,720 49,004 56,812 63,781 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G4 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 125 131 131 131 131 130 130 132 133 SL2 4000K Lumens 7,101 14,112 20,949 27,761 35,144 41,614 48,879 56,668 63,619 BUG Rating B1-U0-G2 B2-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 125 131 131 130 131 130 130 132 132 SL3 4000K Lumens 7,051 14,013 20,802 27,566 34,897 41,321 48,535 56,269 63,172 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G4 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B4-U0-G5 B4-U0-G5 Lumens per Watt 124 130 130 129 130 129 129 131 131 SL4 4000K Lumens 6,963 13,839 20,543 27,223 34,463 40,808 47,932 55,569 62,386 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 122 128 128 128 128 127 127 130 130 5NQ 4000K Lumens 7,424 14,755 21,903 29,025 36,743 43,508 51,104 59,247 66,515 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B5-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 Lumens per Watt 130 137 137 136 137 136 136 138 138 5MQ 4000K Lumens 7,461 14,828 22,012 29,169 36,926 43,725 51,359 59,542 66,846 BUG Rating B3-U0-G1 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 Lumens per Watt 131 137 138 137 137 136 136 139 139 5WQ 4000K Lumens 7,445 14,797 21,966 29,108 36,849 43,633 51,250 59,417 66,705 BUG Rating B3-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G5 B5-U0-G5 B5-U0-G5 B5-U0-G5 Lumens per Watt 131 137 137 137 137 136 136 139 139 SLL/ SLR 4000K Lumens 6,132 12,187 18,091 23,973 30,348 35,936 42,210 48,935 54,938 BUG Rating B1-U0-G2 B2-U0-G3 B2-U0-G3 B3-U0-G4 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 B3-U0-G5 Lumens per Watt 108 113 113 113 113 112 112 114 114 RW 4000K Lumens 7,340 14,587 21,653 28,694 36,325 43,013 50,522 58,573 65,757 BUG Rating B3-U0-G1 B3-U0-G2 B4-U0-G2 B4-U0-G2 B5-U0-G3 B5-U0-G3 B5-U0-G4 B5-U0-G4 B5-U0-G4 Lumens per Watt 129 135 135 135 135 134 134 137 137 AFL 4000K Lumens 7,183 14,276 21,193 28,084 35,552 42,098 49,448 57,327 64,359 BUG Rating B1-U0-G1 B2-U0-G2 B2-U0-G2 B3-U0-G2 B3-U0-G3 B3-U0-G3 B3-U0-G4 B3-U0-G4 B4-U0-G4 Lumens per Watt 126 132 132 132 132 131 131 134 134 * Nominal data for 70 CRI. ** For additional performance data, please reference the Galleon Supplemental Performance Guide. SL2P- CUTSHEETS Page 40 of 48 RESOLUTION NO. 2017-38 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, APPROVING A PRECISE PLAN AND CONDITIONAL USE PERMIT FOR THE MONTEREY CROSSING SPECIFIC PLAN LOCATED AT THE NORTHEAST CORNER OF MONTEREY AVENUE AND DINAH SHORE DRIVE CASE NO: PP/CUP 16-188 WHEREAS, the Planning Commission of the City of Palm Desert, California, did on the 4th day of April, 2017. hold a duly noticed public hearing to consider the request by Fountainhead Shrugged, LLC, for approval of the above noted and adopted Planning Commission Resolution 2693 recommending approval of The Monterey Crossing Specific Plan and supporting applications, including the Precise Plan and Conditional Use Permit, to the City Council; and WHEREAS, the City Council of the City of Palm Desert, California, did on the 11th day of May 2017, hold a duly noticed public hearing to consider the request by Fountainhead Shrugged, LLC, for approval of the above noted Precise Plan and Conditional Use Permit; and WHEREAS, said applications have complied with the requirements of the "City of Palm Desert Procedure for Implementation of the California Environmental Quality Act." Resolution No. 2015-75, the Director of Community Development has determined that the project will not have a negative impact on the environment and that a mitigated negative declaration can be adopted; and WHEREAS, at said public hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, the City Council did find the following facts and reasons to exist to justify the approval of said request: 1. The Monterey Crossing Specific Plan, as proposed, is consistent with the goals and policies of the Palm Desert General Plan, including that the project provides a variety of retail, commercial, and hospitality services in proximity to major intersections and freeway connections. 2. The Monterey Crossing Specific Plan is compatible with adjacent properties and surrounding uses and development standards are similar to existing regional commercial centers to the south and west. 3. The Monterey Crossing Specific Plan is suitable and appropriate for the property in that the property has been designated for regional commercial uses and that development will comply with applicable City standards and standards approved as part of the Specific Plan. Page 41 of 48 RESOLUTION NO. 2017- 38 4. That the proposed Precise Plan and Conditional Use Permit are not detrimental to the public health. safety or general welfare, or be materially injurious to the surrounding properties or improvements in the City of Palm Desert. 5. The Specific Plan has complied with the provisions of the California Environmental Quality Act in that a mitigated negative declaration has been prepared for the project and all potentially significant environmental impacts have been mitigated. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF PALM DESERT, CALIFORNIA, DOES HEREBY RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS: 1. That the above recitations are true and correct and constitute the findings of the City Council in this case. 2. That the City Council does hereby approve Precise Plan and Conditional Use Permit 16-188, as proposed. PASSED, APPROVED, AND ADOPTED by the City Council of the City of Palm Desert, California, at its regular meeting held on the 25th day of May 2017, by the following vote, to wit: AYES: JONATHAN, KELLY, NESTANDE, WEBER, and HARNIK NOES: NONE ABSENT: NONE ABSTAIN: NONE ATTEST: C'Azte / £r RA HELLE D. KLASSEN, CITY CLERK CITY OF PALM DESERT, CALIFORNIA N C. HARNIK, MAYOR' GWlarr.-.g.Er.c Ce,a‘Case Files Monterey Cress,rgs'City Ccurc,I'CC - PP _CUP Res:.:- - 2 Page 42 of 48 RESOLUTION NO. 2017- 38 CONDITIONS OF APPROVAL PP/CUP 16-188 DEPARTMENT OF COMMUNITY DEVELOPMENT: 1. The development of the property and all building pads within the Specific Plan boundaries shall conform substantially with exhibits on file with the Department of Community Development, and as modified by the following conditions. 2. Construction of improvements. in accordance with the approved Specific Plan and Precise Plan, shall commence within two (2) years from the date of approval unless a time extension is granted: otherwise, said approval shall become null. void and of no effect whatsoever. 3. The development of the property described herein shall be subject to the restrictions and limitations set forth herein, which are in addition to the approved Specific Plan and all Palm Desert Municipal ordinances and state and federal statutes now in force, or which hereafter may be in force. 4. Prior to issuance of a building permit for construction of any use or structure contemplated by this approval, the applicant shall first obtain permits and/or clearance from the following agencies: Coachella Valley Water District (CVWD) Public Works Department Fire Department Evidence of said permit or clearance from the above agencies shall be presented to the Department of Building & Safety at the time of issuance of a building permit for the use contemplated herewith. 5. Land uses identified in the City's Planned Regional Commercial zoning district and Freeway Commercial Overlay Zone are permitted within the boundaries of the Specific Plan. 6. Each developable building pad shall be subject to all applicable fees at the time of issuance of building permits for improvements within that parcel. 7. All building pads shall develop in a manner consistent with the development standards contained in the Specific Plan. All other development standards not addressed in the Specific Plan shall comply with the Palm Desert Municipal Code. 8. All future building development within the project site shall generally conform to the architectural renderings provided in the Specific Plan and Precise Plan applications. Building design deviations are permitted, but shall conform to the architectural guidelines and colors and material samples provided for in the Specific Plan. G .R3nning, rc Ce;3 Case Fi'es'Mor!e•ey Cress•ngs'.Cq COU" CC - PP_CUP Reso. 3 Page 43 of 48 RESOLUTION NO. 2017- 38 9. Architectural plans for buildings 5, 6 and 8, and the pedestrian plaza at the intersection of Monterey Avenue and Dinah Shore Drive were approved by the City's Architectural Review Commission and Planning Commission. All other buildings within the Specific Plan shall submit an Architectural Review application to the Department of Community Development for review prior to issuance of a building permit. The application will be forwarded to the City's Architectural Review Commission for final approval. 10. All Architectural Review applications shall include a line of sight study from high. medium, and low points along Monterey Avenue and Dinah Shore Drive to confirm that all roof -mounted equipment is properly screened from the surrounding roadways. 11. Parcels 1, 2, 8. 9, 10, and 11, may propose alternative land uses and site design other than those identified in Tentative Parcel Map 37157. Land uses and site design shall conform to the language provided for in the Specific Plan, including that any alternative land uses or site design does not exceed the P.M. Peak trip budget identified in the Traffic Impact Analysis prepare for this Specific Plan. Any alternative plans shall be reviewed in accordance with the Specific Plan and by the Director of Community Development. 12. All drive -through restaurant queues, and automotive service and repair bays, shall be screened from public views along Dinah Shore Drive and Monterey Avenue. Screening methods shall include block walls, landscape mounding, and landscape hedges. Screening methods for these uses shall be identified in the Architectural Review application. 13. Final landscape plans shall be prepared by a registered and licensed landscape architect and submitted to the Department of Community Development for review. The plan shall be consistent with the preliminary landscape plans reviewed by the Planning Commission, unless changes are requested by department staff. Changes shall be limited to plant quantities, sizes, types, and phasing of landscape improvements at the project site. Landscape plans must meet the following criteria: a. Must be water efficient in design and meet the City of Palm Desert's Water Efficiency Landscape Ordinance. b. Planting plans must show the location of proposed and existing utilities. c. Must match approved civil plans. d. All specifications and details must be site specific. e. Applicants must have CVWD approval of their irrigation plans prior to City approval. f. Applicants must have a stamp or signature from the County Agricultural Commissioner before City approval. 14. The applicant shall pay into the City's Public Art Fee as part of the development of the Specific Plan. It is recommended that this fee be used for an on -site public art G ,P arming Enc Ceja'Case F.'es.Monterey Cress,ngs\C ty Counc',CC • PP CUP Reso... 4 Page 44 of 48 RESOLUTION NO. 2017-38 project within the Specific Plan boundaries. Public Art Fees are due at the time a Building Permit is issued for the development of any Planning Areas. 15. Lighting and photometric plans shall be submitted in accordance with the Palm Desert Municipal Code (PDMC) Section 24.16 for any landscape, architectural. street. parking lot. or other lighting types within the project area. 16. Any stand-alone hotels within parcels 2 and 9 shall have architectural details, massing, articulation. and forms appropriate for a stand-alone building. Architectural details shall be reviewed by the City's Architectural Review Commission in accordance with this condition. 17. All mitigation measures identified in the CEQA Environmental Assessment and Initial Study shall be incorporated into the planning, design, development, and operation of the project. DEPARTMENT OF PUBLIC WORKS: 18. Tentative Parcel Map 37157 shall retain to the 100-year storm. 19. The applicant shall submit a grading plan to the Department of Public Works for review and approval. Any changes to the approved civil or landscape plans must be reviewed for approval prior to work commencing. 20. Identify all proposed and existing utilities on the precise grading plan. 21. The applicant shall abide by all provisions of City of Palm Desert Ordinance 843. Section 24.20 Stormwater Management and Discharge Ordinance. 22. Submit a PM10 application to the Department of Public Works for approval. The applicant shall comply with all provisions of Palm Desert Municipal Code Section 24.12 regarding Fugitive Dust Control. 23. Submit a final Water Quality Management Plan (WQMP) for approval. The WQMP shall identify the Best Management Practices (BMPs) that will be used on the site to control predictable pollutant runoff. Prior to the issuance of a grading permit, the Operation and Maintenance Section of the approved final WQMP shall be recorded with the County's Recorder Office and a conformed copy shall be provided to the Public Works Department. 24. Provide the City Engineer with evidence that a Notice of Intent (NOI) has been filed with the State Water Resources Control Board. Such evidence shall consist of a copy of the NOI stamped by the State Water Resources Control Board or the Regional Water Quality Control Board, or a letter from either agency stating that the NOI has been filed. G'rarr -,r L=nc Ce;a'Case F•'es'Mon;erey Cress•ogs`C::y Ccurc! CC - PP_CUP Reso 5 Page 45 of 48 RESOLUTION NO. 2017- 38 BUILDING AND SAFETY DEPARTMENT: Oft 25. Development of this project shall comply with the latest adopted edition of the .r following codes: A. 2016 California Building Code and its appendices and standards. B. 2016 California Residential Code and its appendices and standards. C. 2016 California Plumbing Code and its appendices and standards. D. 2016 California Mechanical Code and its appendices and standards. E. 2016 California Electrical Code. F. 2016 California Energy Code. G. 2016 California Green Building Standards Code. H. Title 24 California Code of Regulations. I. 2016 California Fire Code and its appendices and standards. 26. An approved automatic fire sprinkler system shall be installed as required per the City of Palm Desert Code Adoption Ordinance 1265. 27. A disabled access overlay of the precise grading plan is required to be submitted to the Department of Building and Safety for plan review of the site accessibility requirements as per 2016 CBC Chapters 11 A & B (as applicable) and Chapter 10. 28. All exits must provide an accessible path of travel to the public way. (CBC 1027.5 11B-206) 29. Detectable warnings shall be provided where required per CBC 11B-705.1.2.5 and 11B-705.1.2.2. The designer is also required to meet all ADA requirements. Where an ADA requirement is more restrictive than the State of California, the ADA requirement shall supersede the State requirement. 30. Provide an accessible path of travel to the trash enclosure. The trash enclosure is required to be accessible. Please obtain a detail from the Department of Building and Safety. 31. Public pools and spas must be first approved by the Riverside County Department of Environmental Health and then submitted to the Department of Building and Safety. Pools and Spas for public use are required to be accessible. 32. All contractors and subcontractors shall have a current City of Palm Desert Business License prior to permit issuance per PDMC Title 5. 33. All contractors and/or owner -builders must submit a valid Certificate of Workers' Compensation Insurance coverage prior to the issuance of a building permit per California Labor Code, Section 3700. G Pianning,Fnc Cep Case F:es•Rtonte-ey Cresse:gs•City Cc•unc 'CC - PP_ CUP Reso _ Page 46 of 48 RESOLUTION NO. 2017- 38 34. Address numerals shall comply with Palm Desert Ordinance No. 1265 (PDMC 15.28. Compliance with Ordinance 1265 regarding street address location, dimension, stroke of line, distance from street, height from grade, height from street, etc. shall be shown on all architectural building elevations in detail. Any possible obstructions, shadows, lighting, landscaping, backgrounds or other reasons that may render the building address unreadable shall be addressed during the plan review process. You may request a copy of Ordinance 1265 or PDMC Section 15.28 from the Department of Building and Safety counter staff. 35. Please contact Cherie Williams, Permit Specialist II, at the Department of Building and Safety (760-776-6420) regarding the addressing of all buildings and/or suites. FIRE DEPARTMENT: 36. The project may have a cumulative adverse impact to the Fire Department's ability to provide an acceptable level of service. These impacts include an increased number of emergency and public service calls due to the increases presence of structures, traffic and population. This developer will be expected to provide for a proportional mitigation to these impacts via capital improvements and/or impact fees. 37. Fire Department emergency vehicle apparatus access road locations and design shall be in accordance with the California Fire Code, City of Palm Desert Municipal Code, and Riverside County Fire Department Standards. Plans must be submitted to the Fire Department for review and approval prior to the building permit issuance. 38. Fire Department water systems(s) for fire protection shall be in accordance with the California Fire Code, City of Palm Desert Municipal Code, and Riverside County Fire Department Standards. Plans must be submitted to the Fire Department for review and approval prior to building permit issuance. Prior to building permit issuance, the required water system, including all fire hydrant(s), shall be installed and accepted by the appropriate water agency and the Riverside County Fire Department prior to any combustible building material placed on an individual lot. Contact the Fire Department to inspect the required fire flow, street signs, all weather surfaces, and all access and/or secondary access. Approved water plans must be at the job site. G .P.a'n•ng.Enc Ce,a Case F.:es Morrerey Cross.ngs Co.noi CC - PP CUP Peso. . 7 Page 47 of 48 CITY OF PALM DESERTATTENDANCE REPORTAdvisory Body: Architectural Review CommissionPrepared By:Year 2024 20232023 2023MonthDate 9-Jan 24-Jan 14-Feb 28-Feb 14-Mar 28-Mar 11-Apr 25-Apr 9-May 23-May 13-Jun 27-Jun 11-Jul 25-Jul 8-Aug 22-Aug 12-Sep 26-Sep 10-Oct 24-Oct 14-Nov28-Nov 12-Dec 28-DecBlakeley, James EdwardEPPP - P-EPP - P -20Colvard, Dean WallacePP-PP PP- P - P-PPP- P-PEE - P-20Latkovic, NicholasPP-AP PP- P - E-PPP - P-PPP - E -31McAuliffe, MichaelPP-PP PP- P - P-PPP- P-PPP - P-00McIntosh, JamesEP-PP PP- P - P-PEA- P-PPP - P-31Sanchez, FranciscoPP-PP PP- P - P-PPP- P-PPP - P-00Vuksic, JohnPA-PP PP- P - P-PPP- P-PEP - P-21Palm Desert Municipal Code 2.34.010:PPresentAAbsentEExcused- No meeting202320232023Total AbsencesOct Nov Dec20232023 2023 2023M. Gonzalez2023Twice Monthly: Six unexcused absences from regular meetings in any twelve-month period shall constitute an automatic resignation of members holding office on boards that meet twice monthly.Total Unexcused AbsencesJan Feb Mar Apr May Jun Jul Aug Sep20232023Page 48 of 48