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SDP 2024-0007 Madison Club Golf Course Comfort Station (08.22.2024) August 22, 2024 Jeff Goodwin BAR Architects 77 Geary Street, Second Floor San Francisco, CA 94108 SUBJECT: SITE DEVELOPMENT PERMIT 2024-0007 – MADISON CLUB GOLF COURSE COMFORT STATION Dear Mr. Goodwin: The Design and Development Department has reviewed and approved your request for Site Development Permit 2024-0007 for architecture plans for the Madison Club Golf Course Comfort Station project. The approval is subject to Conditions of Approval attached to the staff report. The appeal period for this decision is 15 days from the date of this decision and will end on September 6, 2024. If you have any questions regarding the review process, please contact me at snespor@laquintaca.gov and/or at (760) 777-7069. Sincerely, Scott Nespor Senior Planner Design and Development Enclosures: • Staff Report with Conditions of Approval cc. Danny Castro, Design and Development Director City of La Quinta DIRECTOR’S DECISION: August 22, 2024 STAFF REPORT AGENDA TITLE: APPROVE A SITE DEVELOPMENT PERMIT 2024-0007 FOR THE CONSTRUCTION OF A GOLF COURSE COMFORT STATION WITHIN AN EXISTING 30.41 ACRE PARCEL; CEQA: DESIGN AND DEVELOPMENT DEPARTMENT HAS REVIEWED THE PROPOSED PROJECT AND DETERMINED THAT THE PROJECT IS EXEMPT UNDER CEQA GUIDELINES SECTION 15303, NEW CONSTRUCTION OF SMALL STRUCTURES; LOCATION: 53035 MERIWEATHER WAY PROJECT INFORMATION PROJECT: MADISON CLUB GOLF COURSE COMFORT STATION APPLICANT: JEFF GOODWIN / BAR ARCHITECTS REQUEST: APPROVE A SITE DEVELOPMENT PERMIT FOR CONSTRUCTION OF A GOLF COURSE COMFORT STATION CEQA: DESIGN AND DEVELOPMENT DEPARTMENT HAS REVIEWED THE PROPOSED PROJECT AND DETERMINED THAT THE PROJECT IS EXEMPT UNDER CEQA GUIDELINES SECTION 15303, NEW CONSTRUCTION OF SMALL STRUCTURES LOCATION: WITHIN THE MADISON CLUB ON MERIWETHER WAY; SOUTH OF AVENUE 52, EAST OF MADISON STREET, WEST OF MONROE STREET (ATTACHMENT 1) GENERAL PLAN DESIGNATION: OPEN SPACE RECREATION ZONING DESIGNATION: GOLF COURSE SURROUNDING ZONING/LAND USES: NORTH: GOLF COURSE / LOW DENSITY RESIDENTIAL GOLF COURSE / SINGLE FAMILY DWELLINGS SOUTH: LOW DENSITY RESIDENTIAL SINGLE FAMILY DWELLINGS EAST: LOW DENSITY RESIDENTIAL SINGLE FAMILY DWELLINGS WEST: GOLF COURSE / LOW DENSITY RESIDENTIAL GOLF COURSE / SINGLE FAMILY DWELLINGS EXECUTIVE SUMMARY • The Madison Club was approved in 2005 and Country Club of the Desert Specific Plan 1999-035 Amendment #1. The existing main Madison Club Clubhouse facility was approved as part of Site Development Permit 2007 -883 on June 12, 2007. The project is generally located about 500 feet north of the main Madison Club Clubhouse at 53035 Meriwether Way (Attachment 1). • The Madison Club proposes constructing a Comfort Station facility at the existing Driving Range. This facility will contain retail space and storage, restrooms, and a small kitchen for serving a snack bar. The proposed facility is intended to service existing Madison Club members while using the Golf Course and Driving Range facilities. The facility is designed to be consistent with the Specific Plan design guidelines and the plans are included as Attachment 2. • The project requires a Site Development Permit since it proposes a new building. The project has already submitted building plans as part of a Building Permit application. BACKGROUND/ANALYSIS The Madison Club encompasses approximately 472 acres and consists of custom single family residences, detached villas, and an 18-hole golf course. SDP 07-883 was approved by La Quinta Planning Commission on June 12, 2007, for approximately 40,000 square feet of clubhouse and service buildings, two tennis courts, and an outdoor swimming pool area. The Madison Club now proposes a small 1,400 square-foot Comfort Station (1,600 square feet of roof area) to provide snack bar, restrooms, and a small retail store for its members at the driving range. Architecture The proposed Comfort Station incorporates a contemporary Desert Modern architectural style which is consistent with SP 1999-035 Amendment #1. The spaces for the retail shop and the snack bar are separated by a courtyard. To provide further articulation of each of these uses within the structure, the exterior of retail space is cladded with dark colored aluminum batten panels while the snack bar will be enclosed within a space finished with a low lift formed concrete surface. Each of these separated spaces will be connected by a common flat roof. Well integrated parapet walls will screen roof mounted equipment. Landscape Landscaping is proposed throughout the Project Site and described within the Preliminary Landscape Plan. The proposed preliminary landscaping plant palette incorporates typical desert compatible species such as Swan Hill Olive, Inian Laurel Fig, Hong Kong Orchid, and various types of shrubs. Parking The proposed changes to the clubhouse will not remove any existing parking spaces. The clubhouse currently provides 173 combined parking spaces for Automobile and Golf Carts. Since the Madison Club is private residential golf community and membership is not open to non-residents, SP1999-035 provides reductions in parking standards with the expectation that members will drive their personal golf carts to the Clubhouse facilities . The construction of the Comfort Station will result in the requirement for 3 spaces which will be provided by existing parking facilities. Existing Club House (1 space/300 SF) Proposed Comfort Station (1 space/300 SF) Tennis Courts (2 Spaces/ Court) Swimming Pool (1 space per enclosed pool area) Total Required Parking Automobile and Golf Cart Parking Spaces Combined 39,146 SF 1,400 SF 2 Courts Approximately 19, 000 SF 131 spaces 5 spaces 4 spaces 19 spaces 159 spaces 173 spaces AGENCY AND PUBLIC REVIEW Public Agency Review This request was sent to all applicable City departments. All written comments received are on file and available for review with the Design and Development Department. All applicable comments have been adequately addressed and/or incorporated in the recommended Conditions of Approval. ENVIRONMENTAL REVIEW The Design and Development Department has determined that the project qualifies for a Categorical Exemption in CEQA Guidelines Section 15303, new construction of small structures. The structure has a total roof area of 1,600 square feet which is under the 2,500 square foot limit covered by this exemption. The project site has no value as habitat for endangered, rare, or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality since the community is a private club and membership is fixed so traffic volumes are not expected to change. The site can be adequately served by all required ut ilities and public services. Prepared by: Scott Nespor, Senior Planner Approved by: Danny Castro, Design and Development Director Attachments: 1. Vicinity Map 2. Site Development Permit Plan Set SITE DEVELOPMENT PERMIT 2024-0007 PROJECT: MADISON CLUB COMFORT STATION FINDINGS AND CONDITIONS OF APPROVAL APPROVED: AUGUST 22, 2024 PAGE 1 OF 10 FINDINGS 1. Consistency with General Plan The proposed development is consistent with the General Plan land use designation of Open Space Recreation. The Open Space Recreation designation applies to outdoor recreation-related land uses, parks, recreation facilities (such as driving ranges, club houses and athletic facilities), public and private golf courses. The proposal consists of a ancillary structure to support the functions of an existing golf course. 2. Consistency with Zoning The proposed development, as conditioned, is consistent with the development standards of the Country Club of the Desert Specific Plan 1999-035 (SP 99-035) Amendment 1 in terms of architectural style. The proposed development is consistent with the relevant development standards including but not limited to land use, setbacks, and building height. The proposed project is consistent with the Design Guidelines of SP 99-035. 3. Compliance with California Environmental Quality Act The Design and Development Department has determined that the project qualifies for a Categorical Exemption in CEQA Guidelines Section 15303, new construction of small structures. The structure has a total roof area of 1,600 square feet which is under the 2,500 square foot limit covered by this exemption. The project site has no value as habitat for endangered, rare, or threatened species. Approval of the project will not result in any significant effects relating to traffic, noise, air quality, or water quality since the community is a private club and membership is fixed so traffic volumes are not expected to change. The site can be adequately served by all required utilities and public services. 4. Architectural Design The proposed project, as conditioned, is consistent with the Country Club of the Desert Specific Plan Amendment 1, and consistent with other clubhouse developments within the City. The project consists of high-quality contemporary Desert Modern architecture, consistent with the surrounding Madison Club neighborhood. 5. Site Design The site design of the project, including project entries, circulation, screening, exterior lighting, and other site design elements are compatible with surrounding development consisting of a golf course residential development. The site design was approved as part of Site Development Permit 98-633 and is not changing as part of this project. SITE DEVELOPMENT PERMIT 2024-0007 PROJECT: MADISON CLUB COMFORT STATION FINDINGS AND CONDITIONS OF APPROVAL APPROVED: AUGUST 22, 2024 PAGE 2 OF 10 6. Landscape Design The proposed project is consistent with the landscaping standards and plant palette and implements the standards for landscaping and aesthetics, established in the General Plan and Specific Plan. CONDITIONS OF APPROVAL GENERAL 1. The applicant agrees to defend, indemnify and hold harmless the City of La Quinta (“City”), its agents, officers and employees from any claim, action or proceeding to attack, set aside, void, or annul the approval of this Site Development Permit. The City shall have sole discretion in selecting its defense counsel. The City shall promptly notify the applicant of any claim, action or proceeding and shall cooperate fully in the defense. 2. This Site Development Permit shall comply with the requirements and standards of Government Code §§ 66410 through 66499.58 (the “Subdivision Map Act”), and Chapter 13 of the La Quinta Municipal Code (“LQMC”). The City of La Quinta’s Municipal Code can be accessed on the City’s Web Site at www.laquintaca.gov. 3. Site Development Permit 2024-0002 shall comply with all applicable conditions and/or mitigation measures for the following related approvals: Specific Plan 1999-035 including Amendments #1 and #2 Site Development Permit 2007-883 In the event of any conflict(s) between approval conditions and/or provisions of these approvals, the Planning Manager shall adjudicate the conflict by determining the precedence. 4. The Site Development Permit shall expire two years from the date of approval and shall become null and void in accordance with La Quinta Municipal Code Section 9.200.080, unless a building permit has been issued. A time extension may be requested per LQMC Section 9.200.080 5. The Site Development Prior to the issuance of any grading, construction, or building permit by the City, the applicant shall obtain any necessary clearances and/or permits from the following agencies, if required: • Riverside County Fire Marshal SITE DEVELOPMENT PERMIT 2024-0007 PROJECT: MADISON CLUB COMFORT STATION FINDINGS AND CONDITIONS OF APPROVAL APPROVED: AUGUST 22, 2024 PAGE 3 OF 10 • Public Works Department (Grading Permit, Green Sheet (Public Works Clearance) for Building Permits, Water Quality Management Plan (WQMP) Exemption Form – Whitewater River Region, Improvement Permit) • La Quinta Design and Development Department - Planning and Building Divisions • Riverside Co. Environmental Health Department • Coachella Valley Unified School District (DSUSD) • Coachella Valley Water District (CVWD) • Imperial Irrigation District (IID) • California Regional Water Quality Control Board (CRWQCB) • State Water Resources Control Board • South Coast Air Quality Management District Coachella Valley (SCAQMD) The applicant is responsible for all requirements of the permits and/or clearances from the above listed agencies. When these requirements include approval of improvement plans, the applicant shall furnish proof of such approvals when submitting those improvements plans for City approval. 6. The applicant shall comply with applicable provisions of the City’s NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board – Colorado River Basin Region Board Order No. R7-2013-0011 and the State Water Resources Control Board’s Order No. 2012-0006-DWQ. A. For construction activities including clearing, grading or excavation of land that disturbs one (1) acre or more of land, or that disturbs less than one (1) acre of land, but which is a part of a construction project that encompasses more than one (1) acre of land, the Permitee shall be required to submit a Storm Water Pollution Protection Plan (“SWPPP”) to the State Water Resources Control Board. The applicant or design professional can obtain the California Stormwater Quality Association SWPPP template at www.cabmphandbooks.com for use in their SWPPP preparation. Coverage under the State of California General Construction Permit must be obtained by the applicant; who then shall submit a copy of the Regional Water Quality Control Board’s (“RWQCB”) acknowledgment of the applicant’s Notice of Intent (“NOI”) and Waste Discharger Identification (WDID) number to the City prior to the issuance of a grading or building permit. SITE DEVELOPMENT PERMIT 2024-0007 PROJECT: MADISON CLUB COMFORT STATION FINDINGS AND CONDITIONS OF APPROVAL APPROVED: AUGUST 22, 2024 PAGE 4 OF 10 B. The applicant shall ensure that the required SWPPP is available for inspection at the project site at all times through and including acceptance of all improvements by the City. C. The applicant shall comply with LQMC Section 8.70 to include at a minimum:: 1) Temporary Soil Stabilization (erosion control). 2) Temporary Sediment Control. 3) Wind Erosion Control. 4) Tracking Control. 5) Non-Storm Water Management. 6) Waste Management and Materials Pollution Control. D. All erosion and sediment control BMPs proposed by the applicant shall be approved by the City Engineer prior to any onsite or offsite grading, pursuant to this project. E. The approved BMPs shall remain in effect for the entire duration of project construction until all improvements are completed and accepted by the City Council. F. The inclusion in the Master HOA Conditions, Covenants and Restrictions (CC&Rs), a requirement for the perpetual maintenance and operation of all post- construction BMPs as required. 7. Permits issued under this approval shall be subject to the of the Development Impact Fee and Transportation Uniform Mitigation Fee programs in effect at the time of issuance of building permit(s). 8. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual attorney’s fees incurred by the City Attorney to review, negotiate and/or modify any documents or instruments required by these conditions, if Developer requests that the City modify or revise any documents or instruments prepared initially by the City to effect these conditions. This obligation shall be paid in the time noted above without deduction or offset and Developer’s failure to make such payment shall be a material breach of the Conditions of Approval. 9. Developer shall reimburse the City, within thirty (30) days of presentment of the invoice, all costs and actual consultant’s fees incurred by the City for engineering and/or surveying consultants to review and/or modify any documents or instruments required by this project. This obligation shall be paid in the time noted above without deduction or offset SITE DEVELOPMENT PERMIT 2024-0007 PROJECT: MADISON CLUB COMFORT STATION FINDINGS AND CONDITIONS OF APPROVAL APPROVED: AUGUST 22, 2024 PAGE 5 OF 10 and Developer’s failure to make such payment shall be a material breach of the Conditions of Approval. PROPERTY RIGHTS 10. Prior to issuance of any permit(s), the applicant shall acquire or confer easements and other property rights necessary for the construction or proper functioning of the proposed development. Conferred rights shall include irrevocable offers to dedicate or grant access easements to the City for emergency services and for maintenance, construction and reconstruction of essential improvements. 11. Pursuant to the aforementioned condition, conferred rights shall include approvals from the master developer or the HOA over easements and other property rights necessary for construction and proper functioning of the proposed development not limited to access rights over proposed and/or existing private streets that access public streets and open space/drainage facilities of the master development. SITE IMPROVEMENTS 12. The applicant shall submit current mix designs (less than two years old at the time of construction) for base, asphalt concrete and Portland cement concrete. The submittal shall include test results for all specimens used in the mix design procedure. For mix designs over six months old, the submittal shall include recent (less than six months old at the time of construction) aggregate gradation test results confirming that design gradations can be achieved in current production. The applicant shall not schedule construction operations until mix designs are approved. 13. Improvements shall include appurtenances such as traffic control signs, markings and other devices, raised medians if required, street name signs and sidewalks. 14. Improvements shall be designed and constructed in accordance with City adopted standards, supplemental drawings and specifications, or as approved by the City Engineer. Improvement plans for streets, access gates and parking areas shall be stamped and signed by qualified engineers registered in California. IMPROVEMENT PLANS As used throughout these Conditions of Approval, professional titles such as “engineer,” “surveyor,” and “architect,” refer to persons currently certified or licensed to practice their respective professions in the State of California. 15. Improvement plans shall be prepared by or under the direct supervision of qualified engineers and/or architects, as appropriate, and shall comply with the provisions of LQMC Section 13.24.040 (Improvement Plans). SITE DEVELOPMENT PERMIT 2024-0007 PROJECT: MADISON CLUB COMFORT STATION FINDINGS AND CONDITIONS OF APPROVAL APPROVED: AUGUST 22, 2024 PAGE 6 OF 10 16. The following improvement plans shall be prepared and submitted for review and approval by the Public Works Department. A separate set of plans for each line item specified below shall be prepared. The plans shall utilize the minimum scale specified, unless otherwise authorized by the City Engineer in writing. Plans may be prepared at a larger scale if additional detail or plan clarity is desired. Note, the applicant may be required to prepare other improvement plans not listed here pursuant to improvements required by other agencies and utility purveyors. A. On-Site Non-Residential/ Commercial Precise Grading Plan 1" = 10' Horizontal B. PM10 Plan 1” = 40’ Horizontal Other engineered improvement plans prepared for City approval that are not listed above shall be prepared in formats approved by the City Engineer prior to commencing plan preparation. All Off-Site Plan & Profile Street Plans and Signing & Striping Plans shall show all existing improvements for a distance of at least 200-feet beyond the project limits, or a distance sufficient to show any required design transitions. Precise Grading plans shall normally include all on-site surface improvements including but not limited to finish grades for curbs & gutters, building pad and floor elevations, wall elevations, parking lot improvements and accessibility requirements. 17. The City maintains standard plans, detail sheets and/or construction notes for elements of construction which can be accessed via the “Plans, Notes and Design Guidance” section of the Public Works Department at the City website (www.laquintaca.gov). Please navigate to the Public Works Department home page and look for the Standard Drawings hyperlink. 18. The applicant shall furnish a complete set of all approved improvement plans on a storage media acceptable to the City Engineer. 19. Upon completion of construction, and prior to final acceptance of the improvements by the City, the applicant shall furnish the City with reproducible record drawings of all improvement plans which were approved by the City. Each sheet shall be clearly marked “Record Drawing” and shall be stamped and signed by the engineer or surveyor certifying the accuracy and completeness of the drawings. The applicant shall have all approved mylars previously submitted to the City, revised to reflect the as-built conditions. The applicant shall employ or retain the Engineer of Record during the construction phase of the project so that the EOR can make site visits in support of preparing “Record Drawing”. However, if subsequent approved revisions have been approved by the City Engineer and reflect said “Record Drawing” conditions, the Engineer of Record may submit a letter attesting to said fact to the City Engineer in lieu of mylar submittal. PRECISE GRADING SITE DEVELOPMENT PERMIT 2024-0007 PROJECT: MADISON CLUB COMFORT STATION FINDINGS AND CONDITIONS OF APPROVAL APPROVED: AUGUST 22, 2024 PAGE 7 OF 10 20. The applicant shall comply with the provisions of LQMC Section 13.24.050 (Grading Improvements). 21. Prior to occupancy of the project site for any construction, or other purposes, the applicant shall obtain a grading permit approved by the City Engineer. 22. To obtain an approved grading permit, the applicant shall submit and obtain approval of all of the following: A. A grading plan prepared by a civil engineer registered in the State of California, B. A preliminary geotechnical (“soils”) report prepared by an engineer registered in the State of California, and C. A Fugitive Dust Control Plan prepared in accordance with LQMC Chapter 6.16, (Fugitive Dust Control). All grading shall conform with the recommendations contained in the Preliminary Soils Report, and shall be certified as being adequate by soils engineer, or engineering geologist registered in the State of California. The applicant shall furnish security, in a form acceptable to the City, and in an amount sufficient to guarantee compliance with the approved Fugitive Dust Control Plan provisions as submitted with its application for a grading permit. Additionally, the applicant shall replenish said security if expended by the City of La Quinta to comply with the Plan as required by the City Engineer. 23. The applicant shall maintain all open graded, undeveloped land in order to prevent wind and/or water erosion of such land. All open graded, undeveloped land shall either be planted with interim landscaping, or stabilized with such other erosion control measures, as were approved in the Fugitive Dust Control Plan. 24. Building pad elevations on the rough/precise grading plan submitted for City Engineer’s approval shall conform with pad elevations shown on the Site Development Permit site plan, unless the pad elevations have other requirements imposed elsewhere in these Conditions of Approval. 25. Prior to any site grading or regrading that will raise or lower any portion of the site by more than plus or minus half of a foot (0.5’) from the elevations shown on the approved Tentative Tract Map, the applicant shall submit the proposed grading changes to the City Engineer for a substantial conformance finding review. 26. Prior to the issuance of a building permit for any building lot, the applicant shall provide a lot pad certification stamped and signed by a qualified engineer or surveyor with applicable compaction tests and over excavation documentation. SITE DEVELOPMENT PERMIT 2024-0007 PROJECT: MADISON CLUB COMFORT STATION FINDINGS AND CONDITIONS OF APPROVAL APPROVED: AUGUST 22, 2024 PAGE 8 OF 10 Each pad certification shall list the pad elevation as shown on the approved grading plan, the actual pad elevation and the difference between the two, if any. Such pad certification shall also list the relative compaction of the pad soil. The data shall be organized by lot number, and listed cumulatively if submitted at different times. DRAINAGE 27. Stormwater handling shall conform with the approved hydrology and drainage report prepared for the Madison Club, TM 33076 and as approved by the City Engineer . Nuisance water shall be retained onsite and disposed of in an approved manner. 28. The applicant shall comply with applicable provisions for post construction runoff per the City’s NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; and the California Regional Water Quality Control Board – Colorado River Basin (CRWQCB-CRB) Region Board Order No. R7-2013-0011. UTILITIES 29. The applicant shall comply with the provisions of LQMC Section 13.24.110 (Utilities). 30. The applicant shall obtain the approval of the City Engineer for the location of all utility lines within any right-of-way, and all above-ground utility structures including, but not limited to, traffic signal cabinets, electric vaults, water valves, and telephone stands, to ensure optimum placement for practical and aesthetic purposes. 31. Underground utilities shall be installed prior to overlying hardscape. For installation of utilities in existing improved streets, the applicant shall comply with trench restoration requirements maintained, or required by the City Engineer. The applicant shall provide certified reports of all utility trench compaction for approval by the City Engineer. Additionally, grease traps and the maintenance thereof shall be located as to not conflict with access aisles/entrances. LANDSCAPE AND IRRIGATION 32. The applicant shall comply with LQMC Sections 13.24.130 (Landscaping Setbacks) & 13.24.140 (Landscaping Plans). 33. Landscape and irrigation plans for landscaped lots and setbacks, medians, retention basins, and parks shall be signed and stamped by a licensed landscape architect. 34. All new and modified landscape areas shall have landscaping and permanent irrigation improvements in compliance with the City’s Water Efficient Landscape regulations contained in LQMC Section 8.13 (Water Efficient Landscape). SITE DEVELOPMENT PERMIT 2024-0007 PROJECT: MADISON CLUB COMFORT STATION FINDINGS AND CONDITIONS OF APPROVAL APPROVED: AUGUST 22, 2024 PAGE 9 OF 10 35. Lighting plans shall be submitted with the final landscaping plans for a recommendation to the Planning Manager for his approval. Exterior lighting shall be consistent with LQMC Section 9.100.150 (Outdoor Lighting). All freestanding lighting shall not exceed 18 feet in height, and shall be fitted with a visor if deemed necessary by staff to minimize trespass of light off the property. The illuminated carports shall be included in the photometric study as part of the final lighting plan submittal. 36. All water features shall be designed to minimize “splash”, and use high efficiency pumps and lighting to the satisfaction of the Design and Development Director. They shall be included in the landscape plan water efficiency calculations per Municipal Code Chapter 8.13. 37. All rooftop mechanical equipment shall be completely screened from view. Utility transformers or other ground mounted mechanical equipment shall be fully screened with a screening wall or landscaping and painted to match the adjacent buildings. 38. The applicant shall submit the final landscape plans for review, processing and approval to the Design and Development Department, in accordance with the Final Landscape Plan application process. Planning Manager approval of the final landscape plans is required prior to issuance of the first building permit unless the Planning Manager determines extenuating circumstances exist which justifies an alternative processing schedule. NOTE: Plans are not approved for construction until signed by the appropriate City official, including the Planning Manager and/or City Engineer. 39. The applicant or his agent has the responsibility for proper sight distance requirements per guidelines in the AASHTO “A Policy on Geometric Design of Highways and Streets, 5th Edition” or latest, in the design and/or installation of all landscaping and appurtenances abutting and within the private and public street right -of-way. FIRE DEPARTMENT 40. A separate permit is required from the Office of the Fire Marshal to construct a private fire hydrant system. Prior to building permit issuance, plans for the construction of the private fire hydrant system shall be submitted to the Office of the Fire Marshal for review and approval. The proposal to supply the fire hydrant from the existing irrigation system will require the submittal of a water supply analysis, signed and sealed by a Registered Professional Engineer, showing the existing irrigation system can provide the minimum required fire flow of 1,500 GPM at 20 psi for 2 hours simultaneously with the irrigation demand. If the irrigation system is not acceptable to supply the fire hydrant, then an alternative water source will be required. 41. Prior to the issuance of the building permit, a separate plan for construction of the fire apparatus access road shall be submitted to the Office of the Fire Marshal for review and approval. The construction of the fire apparatus access road shall be capable of SITE DEVELOPMENT PERMIT 2024-0007 PROJECT: MADISON CLUB COMFORT STATION FINDINGS AND CONDITIONS OF APPROVAL APPROVED: AUGUST 22, 2024 PAGE 10 OF 10 sustaining 80,000 lbs. in all weather conditions. The plan shall include the signature and seal of a Registered Professional Engineer. MAINTENANCE 42. The applicant shall comply with the provisions of LQMC Section 13.24.160 (Maintenance). 43. The applicant shall make provisions for the continuous and perpetual maintenance of perimeter landscaping up to the curb, common areas, access drives, sidewalks, and stormwater BMPs. FEES AND DEPOSITS 44. The applicant shall comply with the provisions of LQMC Section 13.24.180 (Fees and Deposits). These fees include all deposits and fees required by the City for plan checking and construction inspection. Deposits and fee amounts shall be those in effect when the applicant makes application for plan check and permits. SITE VICINITY MAP ATTACHMENT 1 SDP2024-007ATTACHMENT 2 LEVEL 02+ 10'-0"3A3.313A3.113A3.11A2P216T+ 1'-6"A2.01DOOR TAGWINDOW TAGLOUVER TAGPROPERTY LINEMATERIAL TAGBUILDINGELEVATION NUMBERSHEET NUMBERBUILDINGSECTION NUMBERSHEET NUMBERGRID TAGDETAIL NUMBERSHEET NUMBERWALLSECTION NUMBERSHEET NUMBERROOM NAMEROOM NUMBERINTERIOR ELEVATION LETTERSHEET NUMBERKEYNOTE (LONG FORM)SPOT ELEVATIONNEXT SHEETWORK POINT OR DIMENSION POINTAREA REFERENCEDETAIL NUMBERREVISION NUMBERREVISION CLOUD100 - 14HARDWARE GROUPDOOR NUMBERREFERENCE NORTHPLA3.0132A8.02A5.02ABCD5MATCH LINE 4A4.012N101KITCHENA1L2CENTER LINEPARTITION TAGSEE PARTITION SCHEDULE LEGENDSHEET NUMBERKEYNOTE (SHORT FORM)P11FLOOR FINISH TRANSITION1SHEET NOTEINTERIOR ELEVATION NUMBERCL08 51 13.0108.01bararch.comarchitecture & interiors San Francisco | Los AngelescBARC O P Y R I G H T architectsDRAWNBYCPHECKED BYROJECTNOD AT EIS SUEDRACPHEROD ASCALE:12" = 1'-0"5/28/2024 2:10:23 PM C:\Users\ekuhn\Documents\2022051 Madison Club Reno - Comfort Station - A_EKuhnSAC4U.rvtG1.0GENERAL INFORMATION2024ETKETK2022051MADISON CLUB - COMFORT STATION53035 MERIWETHER WAYLA QUINTA, CA 92253ARCHITECTURAL ABBREVIATIONS APPLICABLE CODES & REGULATIONS ARCHITECTURAL SYMBOLSVICINITY MAPSHEET INDEXPLUMBING ANALYSISSITE MAPPROJECT DATA & CODE SUMMARYNO NAMEDD PRICING SET - 12.27.23PERMIT SET - 02.02.24PERMIT RESUBMITTAL - 04.29.2400 - GENERALG0.0 COVER SHEET • • •G1.0 GENERAL INFORMATION • • •G1.1 CODE ANALYSIS & ACCESSIBILITY COMPLIANCE DETAILS • • •G2.0 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES • •G2.1 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES • •G2.2 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES • •G3.0 TITLE 24 •G3.1 TITLE 24 •01 - CIVILC1.0 CIVIL TITLE SHEET • •C2.0 CIVIL DEMOLITION PLAN • •C3.0 CIVIL PRECISE GRADING PLAN • •C4.0 CIVIL UTILITY PLAN • •C5.0 CIVIL EROSION CONTROL PLAN • •02 - LANDSCAPEL0.00 COVER • • •L0.01 GENERAL NOTES • • •L1.00 HARDSCAPE PLAN, SCHEDULE, & DETAILS • • •L2.00 PLANTING PLAN & SCHEDULE • • •L2.01 PLANT DETAILS • • •04 - ARCHITECTURALA1.0 SITE PLAN • • •A2.0 SLAB PLAN • • •A2.1 FLOOR PLAN • • •A2.2 ROOF PLAN • • •A2.3 DOOR, WINDOW & STOREFRONT SCHEDULES • • •A2.4 PLUMBING SCHEDULE, FINISH PLAN & SCHEDULE • • •A3.0 EXTERIOR ELEVATIONS • • •A3.1 BUILDING SECTIONS • • •A5.0 INTERIOR ELEVATIONS • • •A6.0 REFLECTED CEILING PLAN • • •A8.0 EXTERIOR DETAILS • • •A8.1 EXTERIOR DETAILS - WALL SECTIONS • • •A8.2 EXTERIOR DETAILS - CANOPY SECTIONS • • •A8.3 EXTERIOR DETAILS - BAR PLANS & SECTIONS • • •A8.4 DOOR & WINDOW DETAILS • • •A9.0 INTERIOR DETAILS • • •05 - STRUCTURALS1.0 STRUCTURAL GENERAL NOTES • • •S1.1 STRUCTURAL GENERAL NOTES • • •S2.0 FOUNDATION PLAN • • •S3.0 FRAMING PLAN • • •S4.0 FOUNDATION DETAILS • • •S5.0 STRUCTURAL DETAILS • • •S5.1 STRUCTURAL DETAILS • • •HFX1 ANCHORAGE DETAILS - HFX PANELS • • •HFX2 FRAMING DETAILS - HFX PANELS • • •06 - MECHANICALM1.1 HVAC LAYOUT COMFORT STATION • • •M1.2 TITLE 24 COMFORT STATION • •M1.3 TITLE 24 COMFORT STATION • •M1.4 TITLE 24 COMFORT STATION • •M1.5 TITLE 24 COMFORT STATION • •M1.6 TITLE 24 COMFORT STATION • •07 - PLUMBINGP1.0 PLUMBING FLOOR PLAN • • •P1.1 PLUMBING SITE PLAN • •P1.2 PLUMBING WATER, DRAIN WASTE AND VENT FLOOR PLAN• • •P1.3 PLUMBING GAS, ROOF AND CONDENSATE FLOOR PLAN • • •P1.4 PLUMBING ISOMETRICS • • •08 - ELECTRICALE1.0 ELECTRICAL SITE PLAN • • •E2.0 ELECTRICAL POWER PLAN • • •E2.1 ELECTRICAL LIGHTING PLAN • • •E2.2 ELECTRICAL ROOF PLAN • • •E3.0 ELECTRICAL SINGLE LINE DIAGRAM AND SCHEDULES • • •E3.1 ELECTRICAL GENERAL NOTES AND LEGEND • •09 - FOOD SERVICEFS-1.0 FOOD SERVICE SITE PLAN • • •FS-1.1 FOOD SERVICE EQUIPMENT PLAN • • •FS-2.0 FOOD SERVICE EQUIPMENT SCHEDULE • • •FS-3.0 FOOD SERVICE ELECTRICAL ROUGH-IN PLAN • • •FS-4.0 FOOD SERVICE PLUMBING ROUGH-IN PLAN • • •FS-5.0 FOOD SERVICE ELEVATION PLAN • • •FS-6.0 FOOD SERVICE WALL BACKING PLAN • • •FS-7.0 EXHAUST HOOD MANUFACTURER SHEET 1 • • •FS-8.0 EXHAUST HOOD MANUFACTURER SHEET 2 • • •FS-9.0 EXHAUST HOOD MANUFACTURER SHEET 3 • • •FS-10.0 EXHAUST HOOD MANUFACTURER SHEET 4 • • •FS-11.0 EXHAUST HOOD MANUFACTURER SHEET 5 • • •FS-12.0 EXHAUST HOOD MANUFACTURER SHEET 6 • • •FS-13.0 EXHAUST HOOD MANUFACTURER SHEET 7 • • •FS-14.0 EXHAUST HOOD MANUFACTURER SHEET 8 • • •FS-15.0 EXHAUST HOOD MANUFACTURER SHEET 9 • •FS-16.0 EXHAUST HOOD MANUFACTURER SHEET 10 • •FS-17.0 EXHAUST HOOD MANUFACTURER SHEET 11 • •FS-18.0 EXHAUST HOOD MANUFACTURER SHEET 12 • •TOTAL: 79DEFERRED AHJ SUBMITTALS1. NOT USED2. LOW VOLTAGE WIRING AND DISTRIBUTION SYSTEMS3. SECURITY SYSTEMPROJECT ADDRESS: 53035 MERIWETHER WAY, LA QUINTA CA 92253ASSESSOR'S PARCEL NO.: 779-501-006ZONING: CT, COMMERCIAL TOURISTCLIMATE ZONE: 15LOT AREA: 4.99 ACRESCONSTRUCTION TYPE: TYPE VB1. CALIFORNIA CODE OF REGULATIONS, TITLE 24, PUBLISHED BY THE CALIFORNIA BUILDING STANDARDS COMMISSION:• PART 2, "2022 CALIFORNIA BUILDING CODE" (CBC)• PART 3, "2022 CALIFORNIA ELECTRICAL CODE" (CEC)• PART 4, "2022 CALIFORNIA MECHANICAL CODE" (CMC)• PART 5, "2022 CALIFORNIA PLUMBING CODE" (CPC)• PART 6, "2022 CALIFORNIA ENERGY CODE"• PART 9, "2022 CALIFORNIA FIRE CODE" (CFC)• PART 11, "2022 CALIFORNIA GREEN BUILDING STANDARDS CODE"ALONG WITH ANY OTHER APPLICABLE CALIFORNIA STATE LAWS AND REGULATIONS OR WITH ANY OTHER APPLICABLE LOCAL MORE RESTRICTIVE PROVISIONS AND ADOPTED ORDINANCES THAT APPLY TO THE CONSTRUCTION OF BUILDINGS.2. CALIFORNIA CODE OF REGULATIONS, TITLE 8, DIVISION 1, CHAPTER 4, SUBCHAPTER 6 "ELEVATOR SAFETY ORDERS", PUBLISHED BY THE CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS, DIVISION OF INDUSTRIAL SAFETY.3. NFPA 13 "STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS" (2013), PUBLISHED BY THE NATIONAL FIRE PROTECTION ASSOCIATION4. NOT USED.5. CODE ANALYSIS DRAWINGS AND REPORT.6. CITY OF LA QUINTA MUNICIPAL CODE.# NUMBER / POUND& ANDA/C AIR CONDITIONER / CONDITIONINGACC ACCESS / ACCESSIBLEACOUS ACOUSTICALACT ACOUSTICAL CEILING TILEAD AREA DRAINADDL ADDITIONALADJ ADJUSTABLEADJAC ADJACENTAFF ABOVE FINISH FLOORAGGR AGGREGATEAHJ AUTHORITY HAVING JURISDICTIONAHU AIR HANDLING UNITALT ALTERNATEALUM ALUMINUMANOD ANODIZEDAPPROX APPROXIMATEARCH ARCHITECT / ARCHITECTURALASPH ASPHALT / ASPHALTICAWRB AIR & WATER RESISTIVE BARRIERBD BOARDBFP BACKFLOW PREVENTERBITUM BITUMINOUSBLDG BUILDINGBLKG BLOCKINGBM BEAMBO BOTTOM OFBOB BOTTOM OF BEAMBR BEDROOMBSMT BASEMENTBTWN BETWEENBUR BUILT UP ROOFCABT CABINETCEM CEMENT / CEMENTITIOUSCER CERAMICCIP CAST IN PLACECJ CONTROL JOINTCLG CEILINGCLKG CAULKINGCLOS CLOSETCLR CLEAR / CLEARANCECMU CONCRETE MASONRY UNITCNTR COUNTERCOL COLUMNCONC CONCRETECOND CONDITIONCONN CONNECTIONCONSTR CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTORCORR CORRIDORCPT CARPETCT CERAMIC TILECTR CENTERCTSK COUNTERSINKD DRYERDBL DOUBLEDEMO DEMOLISH / DEMOLITIONDF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDN DOWNDR DOORDS DOWNSPOUTDTL DETAILDU DWELLING UNITDW DISHWASHERDWG DRAWINGDWR DRAWER(E) EXISTINGE EASTEA EACHEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREMER EMERGENCYENCL ENCLOSE/ENCLOSUREEPB ELECTRICAL PANEL BOARDEQ EQUALEQUIP EQUIPMENTEXP EXPANSIONEXT EXTERIORF FREEZERFA FIRE ALARMFAF FLUID-APPLIED FLASHINGFD FLOOR DRAIN / FIRE DEPARTMENTFDC FIRE DEPARTMENT CONNECTIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFFE FINISHED FLOOR ELEVATIONFIN FINISH / FINISHEDFIXT FIXTUREFL FLOORFLASH FLASHINGFLUOR FLUORESCENTFO FACE OFFOC FACE OF CONCRETEFOF FACE OF FINISHFOS FACE OF STUDFR FRAMEFRP FIBERGLASS REINFORCED PLASTICFRT FIRE RETARDENT TREATEDFSD FIRE SMOKE DAMPERFT FOOT / FEETFTG FOOTINGFURR FURRED / FURRINGGA GAUGEGALV GALVANIZEDGD GARBAGE DISPOSALGEN GENERALGFCI GROUND FAULT CIRCUIT INTERRUPTERGFRC GLASS FIBER REINFORCED CONCRETEGL GLASSGM GAS METERGM GAS METERGR GRADEGSF GROSS SQUARE FEETGSM GALVANIZED SHEET METALGYP GYPSUMHB HOSE BIBBHC HOLLOW COREHDBD HARDBOARDHDG HOT DIPPED GALVANIZEDHDR HEADERHDW HARDWAREHDWD HARDWOODHM HOLLOW METALHORIZ HORIZONTALHR HOURHRA HOT FLUID APPLIED RUBBERIZED ASPHALT WATERPROOFINGHSS HOLLOW STRUCTURAL SECTIONHT HEIGHTHVAC HEATING VENTILATING & AIR CONDITIONINGID INSIDE DIAMETERIN INCHINCL INCLUDE / INCLUDINGINFO INFORMATIONINSUL INSULATION / INSULATINGINT INTERIORJAN JANITORJST JOISTJT JOINTKIT KITCHENLAM LAMINATELAV LAVATORYLB POUNDLIN LINEN CLOSET / LINEARLT LIGHTM MICROWAVEMAINT MAINTAIN/MAINTENANCEMATL MATERIALMAX MAXIMUMMB MACHINE BOLTMC MEDICINE CABINETMDF MEDIUM DENSITY FIBERBOARDMDO MEDIUM DENSITY OVERLAYMECH MECHANICALMEMBR MEMBRANEMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMTD MOUNTEDMTL METAL(N) NEWN NORTHNC NOISE CONTROLNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNSF NET SQUARE FEETNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROFCI OWNER FURNISHED CONTRACTOR INSTALLEDOFOI OWNER FURNISHED OWNER INSTALLEDOLF OCCUPANT LOAD FACTOROPNG OPENINGOPP OPPOSITEP PANTRYPERIM PERIMETERPL PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLYWD PLYWOODPNL PANELPNT PAINTPREF PREFINISHEDPSI PER SQUARE INCHPT PRESSURE TREATEDPTD PAINTEDPTN PARTITIONR RISER / REFRIGERATORRA RETURN AIRRAD RADIUSRB RESILIENT / RUBBER BASERC RESILIENT CHANNELRCP REFLECTED CEILING PLANRD ROOF DRAINREF REFERENCEREFL REFLECTEDREG REGISTERREINF REINFORCEDREQD REQUIREDRESIL RESILIENTREV REVISION / REVISED / REVERSEDRM ROOMRO ROUGH OPENINGROW RIGHT OF WAYRWD REDWOODRWL RAIN WATER LEADERS SOUTHSA SUPPLY AIRSAF SELF-ADHERED FLASHINGSBL SETBACK LINESC SOLID CORESCD SEE CIVIL DRAWINGSSCHED SCHEDULESD STORM DRAINSEAL SEALANTSECT SECTIONSED SEE ELECTRICAL DRAWINGSSEP SEPARATE / SEPARATIONSF SQUARE FEETSFSD SEE FOOD SERVICE DRAWINGSSG SEMI-GLOSSSHR SHOWERSHT SHEETSHTG SHEATHINGSIM SIMILARSJ SEISMIC JOINTSL SLIDINGSLD SEE LANDSCAPE DRAWINGSSMD SEE MECHANICAL DRAWINGSSMS SHEET METAL SCREWSSOG SLAB ON GRADESP STANDPIPESPD SEE PLUMBING DRAWINGSSPEC SPECIFICATION / SPECIFIEDSPF SPRAY POLYURETHANE FOAMSQ SQUARESSD SEE STRUCTURAL DRAWINGSSSTL STAINLESS STEELST STONESTC SOUND TRANSMISSION CLASSSTD STANDARDSTL STEELSTN STAINSTOR STORAGESTRUCT STRUCTURAL / STRUCTURESUSP SUSPENDEDSV SHEET VINYLSW SHEAR WALLSYM SYMMETRICALSYS SYSTEMT TREAD / TRASHT&G TONGUE AND GROOVETC TOP OF CURBTEL TELECOMMUNICATIONS / TELEPHONETEMP TEMPEREDTHK THICK / THICKNESSTO TOP OFTOC TOP OF CONCRETETOP TOP OF PLATETOS TOP OF STEELTPO THERMOPLASTIC POLYOLEFINTRANS TRANSPARENTTW TOP OF WALLTYP TYPICALUON UNLESS OTHERWISE NOTEDVAR VARIESVCT VINYL COMPOSITION TILEVEN VENEERVERT VERTICALVEST VESTIBULEVGDF VERTICAL GRAIN DOUGLAS FIRVIF VERIFY IN FIELDVOL VOLUMEVP VENEER/VENETIAN PLASTERW WEST / WASHERW/ WITHW/D WASHER / DRYERW/O WITHOUTWC WALL COVERING / WATER CLOSETWD WOODWDW WINDOWWH WATER HEATERWO WHERE OCCURSWP WATERPROOFINGWPM WATERPROOF MEMBRANEWR WATER-RESISTANTWRB WATER-RESISTIVE BARRIERWT WEIGHTWUI WILDLAND URBAN INTERFACENPROJECT SITETRACT NO. 33076HIGHWAY 111AVENUE 50JEFFERSON STMONROE STJACKSON STMADISON STAVENUE 52AVENUE 54AIRPORT BLVDPROJECT DESCRIPTIONTHE PROJECT CONSISTS OF A NEW 'COMFORT STATION' STRUCTURE INCLUDING A GOLF HOUSE WITH RETAIL SPACE AND STORAGE, TWO NEW UNISEX RESTROOMS TO SERVE THE STRUCTURE, AND A SMALL KITCHEN FOR SERVING MEMBERS USING THE EXISTING GOLF COURSE AND GOLF RANGE. THE PROPOSED BUILDING IS INTENDED TO SERVICE THE EXISTING CLUB MEMBERS AND NOT INCREASE THE NUMBER OF MEMBERS. THE KITCHEN AND GOLF HOUSE WILL BE RUN BY EXISTING STAFF.N(E) MADISON CLUBMERIWETHER WAYSHACKLETON WAYHUMBOLDT BLVD****PER CPC SECTION 415.2 - DRINKING FOUNTAINS SHALL NOT BE REQUIRED FOR AN OCCUPANT LOAD OF 30 OR LESS.***PER CPC TABLE 422.1 NOTE 3 - THE REQUIRED URINAL SHALL BE PERMITTED TO BE OMITTED FOR AN OCCUPANT LOAD OF50 OR LESS WHEN SINGLE OCCUPANCY TOILET FACILITIES ARE PROVIDED.**PER CPC SECTION 422.2 EXCEPTION (3) - IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF50 OR LESS INCLUDING CUSTOMERS AND EMPLOYEES, ONE TOILET FACILITY, DESIGNED FOR USE BY NO MORE THAN ONEPERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES.2 UNISEX RR**20***20****1PLUMBING FACILITIES PROVIDED*MOST RESTRICTIVE RATIO INDICATED PER CPC TABLE 422.1.1:1-50 1:1-25 1:1-200 1:1-100A2 / M*MALE FEMALE1:1-200MALE FEMALE1 PER 250 1OCCUPANCY WATER CLOSETS URINALS LAVATORIES DRINKING FOUNTAIN SERVICE SINKCPC MINIMUM PLUMBING FACILITIES*ACCESSORY AREAS MAY BE EXCLUDED (HALLWAYS, RESTROOMS, STAIRS) PER CPCTABLE A.2915M/15WGROUP A2 (KIT)50 SF / OCC250 SF 5GROUP A230 SF / OCC475 SF 16GROUP M100 SF / OCC775 SF 8OCCUPANCY OCC LOAD FACTOR TOTAL AREA* TOTAL OCCUPANTSCPC PLUMBING OCCUPANTSGENERAL NOTES1. THE INTENT OF THE DRAWINGS (WHICH ARE A PART OF THE CONTRACT DOCUMENTS) IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THESE DOCUMENTS DESCRIBE DESIGN INTENT, AND DO NOT INTEND TO SHOW EVERY ITEM REQUIRED TO CONSTRUCT THE WORK.THE INTENT OF THE DRAWINGS (WHICH ARE A PART OF THE CONTRACT DOCUMENTS) IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THESE DOCUMENTS DESCRIBE DESIGN INTENT, AND DO NOT INTEND TO SHOW EVERY ITEM REQUIRED TO CONSTRUCT THE WORK.2. THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS, WHETHER COMPLETED OR PARTIALLY COMPLETED, INCLUDES LABOR, MATERIALS, EQUIPMENT AND SERVICES PROVIDED OR TO BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S OBLIGATIONS. THIS MAY CONSTITUTE THE WHOLE OR PART OF THE PROJECT.3. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY AND TOGETHER DESCRIBE THE PROJECT REQUIREMENTS. PROMPTLY REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR BEFORE BIDDING AND PROCEEDING WITH THE WORK. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS, BETWEEN DRAWINGS AND SPECIFICATIONS, OR WITHIN THE SPECIFICATIONS, AND A RESOLUTION IS NOT OBTAINED FROM THE ARCHITECT PRIOR TO THE BIDDING DATE, THE MOST STRINGENT ALTERNATE WILL BECOME THE CONTRACTUAL REQUIREMENT. DO NOT PROCEED WITH AFFECTED WORK UNTIL THE DISCREPANCY HAS BEEN RESOLVED.4. DETAILS AND NOTES ARE TYPICAL. SIMILAR DETAILS AND NOTES APPLY IN SIMILAR CONDITIONS.5. WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DRAWINGS.6. PLAN DIMENSIONS ARE TO FACE OF CONCRETE, EDGE OF SLAB, FACE OF STUD, CENTERLINE OF GRID, CENTER OF DOOR, CENTER OF WINDOW OR CENTER OF PLUMBING FIXTURE, UNLESS OTHERWISE NOTED.7. DOORS AND WINDOWS ARE DIMENSIONED TO CENTER LINES, UNLESS OTHERWISE NOTED. WHERE LOCATIONS ARE NOT DIMENSIONED, CENTER DOORS AND WINDOWS IN THE WALL OR PLACE 4 INCHES NOMINAL FROM THE FACE OF FRAME TO THE FACE OF FINISH AT ADJACENT PERPENDICULAR WALL, UNLESS OTHERWISE NOTED.8. CHECK DIMENSIONS NOTED VIF PRIOR TO CONSTRUCTION. REPORT ANY VARIANCES TO THE ARCHITECT FOR RESOLUTION BEFORE PROCEEDING.9. INSTALL WORK TRUE, PLUMB, SQUARE, LEVEL AND IN PROPER ALIGNMENT.10. VERIFY CLEARANCES FOR ITEMS INCLUDING BUT NOT LIMITED TO FLUES, VENTS, CHASES, SOFFITS AND FIXTURES BEFORE ANY CONSTRUCTION, ORDERING OR INSTALLATION OF SUCH ITEMS OF WORK.11. INSTALL FIRE EXTINGUISHERS PER CODE. OBTAIN APPROVAL OF THE BUILDING AND FIRE DEPARTMENTS AND REVIEW OF THE ARCHITECT PRIOR TO INSTALLATION.12. PROVIDE GYPSUM BOARD OR PLASTER BEHIND AND AROUND ALL OPENINGS INCLUDING WALL CABINETS, RECESSED FIRE HOSE VALVE AND FIRE EXTINGUISHER CABINETS, ELECTRICAL PANELS AND ELECTRICAL BOXES WHERE REQUIRED BY CODE TO MAINTAIN FIRE RATED CONSTRUCTION.13. CONSTRUCTION REQUIREMENTS FOR EARTHWORK, UTILITIES, VEHICULAR AND PEDESTRIAN PAVING, AND LANDSCAPING ARE PROVIDED IN DRAWINGS AND SPECIFICATIONS PREPARED BY THE CIVIL ENGINEER AND THE LANDSCAPE ARCHITECT. SUCH ELEMENTS INDICATED ON THE ARCHITECT'S DRAWINGS ARE FOR REFERENCE ONLY.14. INSTALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS, AND OTHER SUPPORT FOR APPLIANCES, FIXTURES, EQUIPMENT, SHELVING AND CASEWORK.15. PER CALGREEN SECTION 5.408.1, RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 5.408.1.1, 5.408.1.2, OR 5.408.1.3; OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT.PROJECT SITESPRINKLERED: NON-SPRINKLEREDOCCUPANCY GROUP(S): M & BSTORIES / HEIGHT PROPOSED: 1 STORY / 15'-6"BUILDING AREA PROPOSED: 1,600 GSFCONDITIONED FLOOR AREA*: 1,401 SF*PER 2022 CEC DEFINITION12.27.23 DD PRICING SET02.02.24 PERMIT SET04.29.24 1 PERMIT RESUBMITTAL11111G0.0 COVER SHEET G1.0 GENERAL INFORMATION G1.1 CODE ANALYSIS & ACCESSIBILITY COMPLIANCE DETAILS G2.0 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES G2.1 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES G2.2 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES A1.0 SITE PLAN A2.0 SLAB PLAN A2.1 FLOOR PLAN A2.2 ROOF PLAN A2.3 DOOR, WINDOW & STOREFRONT SCHEDULES A2.4 PLUMBING SCHEDULE, FINISH PLAN & SCHEDULE A3.0 EXTERIOR ELEVATIONS A3.1 BUILDING SECTIONS A3.2a LOW LIFT CONCRETE OPTION A3.2b LOW LIFT CONCRETE OPTION A3.3a WEATHERED STEEL OPTION A A3.3b WEATHERED STEEL OPTION B A3.3c WEATHERED STEEL OPTION A3.4a PLASTER OPTION A3.4b PLASTER OPTION A3.5a CERAMIC TILE OPTION A3.5b CERAMIC TILE OPTION C-1 TITLE SHEET C-2 DEMOLITION PLAN C-3 PRECISE GRADING PLAN C-4 UTILITY PLAN C-5 EROSION CONTROL PLAN C-6 FIRE ACCESS EXHIBIT L0 FIRE ACCESS EXHIBIT L0.00 COVER L0.01 GENERAL NOTES L1.00 HARDSCAPE PLAN, SCHEDULE & DETAILS L2.00 PLANTING PLAN & SCHEDULE L2.01 PLANT DETAILS TOTAL SHEET COUNT: 35 FIN FL TO GRAB BAR +33" TO 36" AFF FOF FIN FL FOFFIN FL LEADINGEDGELEADINGEDGEFIN FL FIN FL FIN FL 153 PER 2022 CBC TABLE 1006.2.1, FOR OCCUPANCIES A, B, AND M, A SINGLE EXIT MAY BE USED IF THE OCCUPANT LOAD OF THE SPACE IS UNDER 50 AND THE MAX COMMON PATH OF EGRESS TRAVEL DISTANCE IS 75' OR LESS. THE MAX DIAGONAL OF INTERIOR SPACE IS INDICATED IN THE DIAGRAM TO INDICATE COMPLIANCE WITH THIS REQUIREMENT. DIAGONAL DISTANCE = 46'-3" RESTROOMS COVERED OUTDOOR WALKWAYCIRCULATION EXIT EXIT KITCHEN OCC GROUP B 420 GSF 200 SF / OCC GOLF HOUSE OCC GROUP M 847 GSF 60 SF / OCC OUTDOOR PATIO OCC GROUP B 475 GSF 15 SF / OCC 1 1 1 1 PLAN60" MIN18" MIN AT INTERIOR DOORS 24" MIN AT EXTERIOR DOORS 48" MIN12" MIN 60" MIN44" MIN48" IF DOORHAS ACLOSER24" MIN FRONT APPROACH- SWINGING DOOR PULL SIDE REQD IF DOOR HAS BOTH LATCH AND CLOSER PUSH SIDE LATCH APPROACH- SWINGING DOOR PULL SIDE PUSH SIDE NOTES: 1. PROVIDE 36" WIDE DOORS WITH 32" MIN CLEAR OPENING AS MEASURED WITH THE DOOR OPENED AT 90 DEGREES. 2. PROVIDE A LEVEL AND CLEAR AREA AT MANEUVERING CLEARANCES AT DOORS. DIRECTION OF APPROACH, TYP 48" IF DOORHAS BOTHLATCHAND CLOSERHINGE APPROACH - SWINGING DOOR PULL SIDE PUSH SIDE 22" MIN 36" MIN 60" MIN44" MINFIG CBC 2022 11B 404.2.4.1 34" TO 44"CBC 2022 FIG 11B-404.2.6 CBC 2022 11B-404.2.7 HAND ACTIVATED DOOR HARDWARE A. LEVER B. LEVER TWO HINGED DOORS IN SERIES FOR DOOR SERVING OTHER THAN A REQ EXIT STAIRWAY A: DOOR IN SERIES B: BOTH DOORS OPEN OUT PERPENDICULAR WALL WHERE OCCURS, SHOWN DASHED, TYP *NOTE: PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH & A CLOSER ℄ 48" MIN MIN1'-6"MIN12" *12" * MIN12" * MIN48" MINCONTINUOUSPASSAGE AT OCCUPANY OF 10 OR MORE.36" MIN AT OCCUPANCY OF 9 OR LESS. 48" MIN AT EXT WALKSCLR WIDTHPOINT PASSAGEEXAMPLE OF PROTECTION AROUND WALL-MOUNTED OBJECTS AND MEASUREMENTS OF CLEAR WIDTHS ADDITIONAL PROTECTION NOT REQUIRED BETWEEN WING WALLS PROTRUDING OBJECTS HANGING ON WALL WITH LEADING EDGES ABOVE 27 INCHES, SEE WING WALLS DOWN TO FLOOR CORRIDOR OR OTHER CIRCULATION SPACE 4" MAX32" MIN24" MAX ANY DIM 44" CLEARREF: 2022 CBC 11B-403.5 48" MIN24" MAX 4 / G1.1 1. PROVIDE 80" HEADROOM FROM THE WALKWAY SURFACE TO ANY OVERHANGING OBSTRUCTION AT WALKS, CORRIDORS, AISLES AND PASSAGEWAYS. 2. WHERE VERTICAL CLEARANCE IS LESS THAN 80", PROVIDE A BARRIER WITH THE LEADING EDGE LOCATED 27" MAXIMUM ABOVE THE FLOOR. 3. LIMIT PROJECTING OBJECTS WITH LEADING EDGES BETWEEN 27" AND 80" ABOVE THE WALKWAY SURFACE TO A MAXIMUM OF 4" AT WALKS, CORRIDORS, AISLES AND PASSAGEWAYS. 4. OBJECTS WITH LEADING EDGES MOUNTED AT OR BELOW 27" ABOVE THE WALKWAY SURFACE MAY PROTRUDE ANY AMOUNT INTO THE WALK SO LONG AS MINIMUM PASSAGE WIDTHS ARE MAINTAINED. 5. PROVIDE A MINIMUM 6" TALL WARNING CURB WHERE THERE ARE ABRUPT CHANGES IN LEVEL EXCEEDING 4" IN VERTICAL DISTANCE, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY. 6. PROVIDE ROUNDED OR EASED EDGES OF A MINIMUM RADIUS OF 1/8" AT FREE- STANDING SIGNS MOUNTED ON POSTS WHERE THE BOTTOM EDGE OF THE SIGN IS LESS THAN 80" ABOVE THE WALKWAY SURFACE, AND WHERE THE SIGN PROTRUDES FROM ITS MOUNTING POST.CBC 11B-307.3.1 REF: 2022 CBC 11B-609, FIG 11B 609.3 FACE OF FINISHPROVIDE GRAB BARS AND MOUNTING DEVICES THAT MEET THE FOLLOWING STRUCTURAL CRITERIA: 1. GRAB BAR BENDING STRESS: 250-LB POINT LOAD 2. GRAB BAR SHEAR STRESS: 250-LB POINT LOAD 3. MOUNTING SHEAR STRESS: LOAD INDUCED BY 250-LB POINT LOAD ON GRAB BAR 4. MOUNTING TENSILE FORCE: DIRECT TENSION INDUCED BY 250-LB LOAD ON GRAB BAR PLUS THE MAX MOMENT FROM APPLICATION OF 250-LB POINT LOAD ENSURE THAT GRAB BAR AND ADJACENT WALL AND OTHER SURFACES ARE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. ENSURE EDGES HAVE A MINIMUM RADIUS OF 1/8". PROVIDE GRAB BARS THAT DO NOT ROTATE WITHIN THEIR FITTINGS. * NOTE: THIS IS A FIXED, CRITICAL DIMENSION 2" MAX 1 1/4" MIN 0'-1 1/2" *0'1 1/2" MIN FROM GRAB BAR TO OBJECT BELOW 12" MIN FROM GRAB BAR TO OBJECT ABOVE 1'1. PROVIDE SIGNAGE THAT MEETS REQUIREMENTS OF 2022 CBC 11B-703. 2. RAISED CHARACTERS: PROVIDE UPPERCASE, SANS SERIF CHARACTERS RAISED 1/32" MIN ABOVE BACKGROUND. USE FONTS WHERE WIDTH OF UPPERCASE LETTER "O" IS 60% MIN AND 110% MAX THE HEIGHT OF UPPERCASE LETTER "T". STROKE THICKNESS OF "I" IS 15% MAX THE CHARACTER'S HEIGHT. PROVIDE CHARACTER SPACING THAT COMPLIES WITH 11B-703.2.7. 3. PROVIDE RAISED CHARACTERS WHEN ACCOMPANIED BY BRAILLE. 4. VISUAL CHARACTERS: PROVIDE NON-GLARE FINISH ON NON-GLARE CONTRASTING BACKGROUND. CHARACTERS MAY BE UPPER CASE OR LOWER CASE, IN CONVENTIONAL FORM (NO ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE). USE FONTS WHERE WIDTH OF UPPERCASE LETTER "O" IS 60% MIN AND 110% MAX OF HEIGHT OF UPPERCASE LETTER "I". STROKE THICKNESS OF "I" SHALL BE 10% MIN AND 20% MAX OF CHARACTER HEIGHT. PROVIDE CHARACTER SPACING THAT COMPLIES WITH 11B-703.5.8. 5. BRAILLE: PROVIDE CONTRACTED (GRADE 2) BRAILLE 3/8" TO 1/2" BELOW TEXT (PER CBC 11B-703.3, 11B-703.4) 6. WHERE PICTOGRAMS ARE PROVIDED, PROVIDE IN 6" MIN HIGH FIELD WITH NON-GLARE FINISH, THAT CONTRASTS WITH FIELD. EDGES OF RESTROOM SYMBOLS TO BE ROUNDED, CHAMFERED OR EASED. 7. VERIFY FINAL POSITION OF SIGNAGE WITH ARCHITECT. CODE REQUIRED SIGNAGE NOTES TYP AT ENTRY TO UNISEX RESTROOM RAISED (1/32" MIN) FEMALE, MALE, & INTERNATIONAL SYMBOL OF ACCESSIBILITY PICTOGRAMS RESTROOM8" MIN8" MIN 3/8' MIN1/2" MAX5/8" MIN2" MAXPOST SIGN ADJACENT TO JAMB ON STRIKE SIDE OF DOOR, SEE REF: 2022 CBC 11B-703, 703.4, 703.6 60" MAX AFF48" MIN AFFCL 14 / G1.1 PICTOGRAM FIELD, 6" MIN HIGH DIRECTLY OVER TACTILE TEXT DESCRIPTION BASELINE OF HIGHEST RAISED CHARACTERS RAISED CHARACTERS PER SHEET NOTE 2 BASELINE OF LOWEST BRAILLE CELLS CONTRACTED (GRADE 2 BRAILLE), ALIGNED CENTERED ON RAISED TEXT TYP ON DOOR TO UNISEX RESTROOM REF: 2022 CBC 11B-703.7.2.6.3 SIGN: 1/4" THICK, 12" DIA CIRCLE, IN COLOR THAT CONTRASTS TO DOOR FINISH COLOR EQUILATERAL TRIANGLE W/ VERTEX POINTING UPWARD SUPERIMPOSED ON CIRCLE WITHIN CIRCLE, PROVIDE IN COLOR THAT CONTRASTS W/ CIRCLE SYMBOL 58" MIN 60" MAXFOR ADDITIONAL NOTES, SEE DOOR CL CL 14 / G1.1 WC LOCATE FLUSH ACTIVATOR ON WIDE SIDE 60" DIA TURNING CIRCLE 30" X 48" CLEAR FLOOR SPACE OUTSIDE OF DOOR SWING 12" M AX 48" MIN 24" MIN 42" MIN 12" MAX 18" MIN5'CL 60" X 48" CLEAR FLOOR SPACE IN FRONT OF WC 18" MAX17" MINSINKCL 5' REF: 2022 CBC 11B-604 4'54" MIN 56" MIN 60" MIN CLRACCESSORIES AND FIXTURES REF: 2022 CBC 11B-604,11B-609 LOCATE CONTROLS FOR FLUSH VALVES ON SIDE OPPOSITE ADJAC WALL GRAB BAR, 1 1/4" TO 1 1/2" DIA FRONT VIEW SIDE VIEW TOILET PAPER DISPENSER ZONE BELOW GRAB BAR NOTE: 1. ALL DIMENSIONS ARE TO FACE OF FINISH GRAB BAR 36" MIN 24" MIN 12" MIN 33"-36"18" MAX 17" MIN1 1/2" MIN12" MAX GRAB BAR 42" MIN NOSE OF TOILET 7" MIN- 9" MAX 54" MIN 33"-36"CL TO GRAB BAR 24" MIN CL 17" MIN19" MAXTO SEAT 2'19" MIN AFF TO OUTLETSANITARY NAPKIN DISPOSAL UNIT, IF PROVIDED REF: 2022 CBC 11B-306, 308, 606, 11B-603.3 INSULATED PIPE, COVER AT EXPOSED PIPING, TYP MIRROR NOTE: PROVIDE FAUCET CONTROLS AND OPERATING MECHANISMS (OPERABLE WITH ONE HAND) THAT DO NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CAN ACTIVATE WITH NO MORE THAN 5 LB FORCE. HAND OPERATED METERING FAUCETS ARE TO REMAIN OPEN FOR AT LEAST 10 SECONDS. 19" MAX TO CENTERLINE OF FAUCET CONTROLS FROM LAV RIM OR COUNTER EDGE. FOF 18" MIN 40"TO REFLECTIVE SURFACE4'-0" MIN30" MIN34" MAXCBC11B-606.3: TO THE HIGHER OF RIM OR COUNTER (BO MIRROR AT 35" MAX AFF WHEN NOT ABOVE LAVATORY)19" MAX15 / G1.1 FOR KNEE & TOE CLEARANCE DIMENSIONS, SEE REF: 2022 CBC 11B-306 0'-6" MAX 0'-8" MIN 29" MIN0'-9"1' 11" MIN0'-2"AT BATHROOM LAV 17"2'1' AT WORK SURFACE 19"27" MINTOE CLEARANCE KNEE CLEARANCE TOE & KNEE CLEARANCE REQD SIGNAGE AT UNISEX TOILET ENTRY DOOR SWITCH AT DOOR OR CASED OPENING44" IF OVER OBSTRUCTION48" MAX HIGH REACH34" MIN/44" MAX36" TYP FOR LEVERSLOW REACH15" MIN8" TYP 45"EQ EQ 9" MIN 12" TYP 60" MAX AFF TO BASELINE OF HIGHEST LINE OF RAISED CHARACTERS ON SIGNAGE RESTROOM SYMBOLS58" MIN TO 60" MAX TO OFCLCLC/L DOOR HARDWARE COAT HOOK (DOOR-MTD) EQ EQ SOAP DISPENSER (SURFACE) PAPER TOWEL RECEPTACLE (SURFACE) PAPER TOWEL RECEPTACLE (RECESSED) PAPER TOWEL DISPENSER (SURFACE) SEAT COVER DISPENSER NAPKIN / TAMPON RECEPTACLE TOILET PAPER DISPENSER COAT HOOK, SHELVES LOCATE TOP OF CONTROLS FOR TOWEL, SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES AND OTHER DISPENSERS 39 1/2" AFF, TYP (40" MAX)40" MAX30"30"MIRROR ABV LAV OR CAB OR 35" MAX ABV FLR40"BO REFLECTIVE SURFACE48" MAX40" MINTOP REF: 2022 CBC 11B-308 & 11B-603.5 2'MOUNTING ZONE MOTION CONTROL 19" MIN19" MIN OUTLET0'1 1/2" MIN BO GRAB BAR AND TO DISPENSERELECTRICAL OUTLETS FIRE ALARM PULL STATION THERMOSTATLIGHT SWITCH FEC OR FHC48' MAX HIGH REACHUNOBSTRUCTEDFOWARD APPROACH15' MIN LOW REACH42"℄ *36" MIN HORIZONTALLY TO OBSTRUCTIONS *NOTE: 1. FOR ABOVE COUNTER OUTLETS, MOUNT 36" HORIZONTALLY FROM ANY ADJACENT WALLS OR OTHER OBSTRUCTIONS TO ALLOW FOR PARALLEL APPROACH. 2. UNOBSTRUCTED SIDE REACH EXCEPTION: AN OBSTRUCTION SHALL BE PERMITTED WHERE THE DEPTH OF THE OBSTRUCTION IS 10" MAX.44" MAX FWD REACH OBSTRUCTED. REACH DEPTH 25" MAXREF: 2022 CBC 11B-308 REACH DEPTH 20" MAX 3'-8" TYPTO HOUSING OR COVER bararch.com architecture & interiors San Francisco | Los AngelescBAR C O P Y R I G H T architectsDRAWN BY C P HE C KED BY R O JE C T N O D A T E I S S U E DRA C P HE R O D A SCALE: As indicated 5/28/2024 11:41:29 AM C:\Users\ekuhn\Documents\2022051 Madison Club Reno - Comfort Station - A_EKuhnSAC4U.rvtG1.1 CODE ANALYSIS & ACCESSIBILITY COMPLIANCE DETAILS2024ETK ETK 2022051MADISON CLUB - COMFORT STATION53035 MERIWETHER WAYLA QUINTA, CA 922531/8" = 1'-0"G1.1 1 EGRESS DIAGRAM 1/4" = 1'-0"G1.1 6 CLEAR SPACE AT DOOR (CBC 11B) 1/4" = 1'-0"G1.1 2 VESTIBULES & DOOR HARDWARE (CBC 11B) 1/4" = 1'-0"G1.1 3 CLEARANCE AT ACC ROUTE (CBC 11B) NOT TO SCALEG1.1 4 HAZARDS AT WALKWAYS (CBC 11B) 3" = 1'-0"G1.1 5 GRAB BAR CLEARANCE (CBC 11B) 1 1/2" = 1'-0"G1.1 10 UNISEX RESTROOM SIGN 1 1/2" = 1'-0"G1.1 11 UNISEX RESTROOM SYMBOL 1/4" = 1'-0"G1.1 7 ACCESSIBLE WATER CLOSET - SINGLE ACCOMMODATION TOILET ROOM (CBC 11B) 1/4" = 1'-0"G1.1 8 ACCESSIBLE WATER CLOSET (CBC 11B) 1/4" = 1'-0"G1.1 9 ACCESSIBLE LAVATORY (CBC 11B) 1 1/2" = 1'-0"G1.1 15 ACCESSIBLE KNEE & TOE CLEARANCE 1/2" = 1'-0"G1.1 14 MOUNTING HEIGHTS AT ACCESSIBLE DOOR SIGNAGE (CBC 11B) 1/4" = 1'-0"G1.1 12 MOUNTING HEIGHTS FOR RESTROOM ACCESSORIES (CBC 11B) 1/4" = 1'-0"G1.1 13 ACCESSIBLE OUTLETS & CONTROLS (CBC 11B) 12.27.23 DD PRICING SET 02.02.24 PERMIT SET 04.29.24 1 PERMIT RESUBMITTAL bararch.com architecture & interiors San Francisco | Los AngelescBAR C O P Y R I G H T architectsDRAWN BY C P HE C KED BY R O JE C T N O D A T E I S S U E DRA C P HE R O D A SCALE:5/28/2024 11:41:30 AM C:\Users\ekuhn\Documents\2022051 Madison Club Reno - Comfort Station - A_EKuhnSAC4U.rvtG2.0 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES2024ETK ETK 2022051MADISON CLUB - COMFORT STATION53035 MERIWETHER WAYLA QUINTA, CA 9225302.02.24 PERMIT SET X GC + CIVIL X N/A X N/A; NO NEW VEHICULAR PARKING X N/A; NO NEW VEHICULAR PARKING X ELECT ENG X CIVIL ENG X LAND- SCAPE bararch.com architecture & interiors San Francisco | Los AngelescBAR C O P Y R I G H T architectsDRAWN BY C P HE C KED BY R O JE C T N O D A T E I S S U E DRA C P HE R O D A SCALE:5/28/2024 11:41:31 AM C:\Users\ekuhn\Documents\2022051 Madison Club Reno - Comfort Station - A_EKuhnSAC4U.rvtG2.1 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES2024ETK ETK 2022051MADISON CLUB - COMFORT STATION53035 MERIWETHER WAYLA QUINTA, CA 9225302.02.24 PERMIT SET X N/A X PLUMB ENG X PLUMB ENG X N/A X N/A X PLUMB ENG X FOOD SERVICE CONSULT X LAND- SCAPE X LAND- SCAPE X LAND- SCAPE + ARCH X GC X GC X GC + OWNER X N/A X GC X GC X GC X N/A bararch.com architecture & interiors San Francisco | Los AngelescBAR C O P Y R I G H T architectsDRAWN BY C P HE C KED BY R O JE C T N O D A T E I S S U E DRA C P HE R O D A SCALE:5/28/2024 11:41:31 AM C:\Users\ekuhn\Documents\2022051 Madison Club Reno - Comfort Station - A_EKuhnSAC4U.rvtG2.2 CALGREEN NON-RESIDENTIAL MANDATORY MEASURES2024ETK ETK 2022051MADISON CLUB - COMFORT STATION53035 MERIWETHER WAYLA QUINTA, CA 9225302.02.24 PERMIT SET X N/A X GC X GC X GC X MECH ENG X MECH ENG X N/A X MECH ENG X N/A ESKE6 VO'ViNino vi AIV/V% dzJHIzJ/V\IdzIIN SCOE:c- is ido=iwoo - anIO NOSIGV NOIJLV w X'-X"0'-0" 1 2 4 8 A.1 B C D E F 53 76 13'-7 1/2" 26'-3" 1'-8 1/2" 6'-7 1/4" 1'-7 3/4" 23'-3 3/4" 1'-7 3/4"0'-1 3/8"20'-0"1'-9 1/2"4'-11"6'-4"74'-9 1/2"42'-8 7/8"9'-7"N -0'-2" -0'-1" -0'-2" 0'-6" 0'-6" 0'-6" 0'-6" 0'-6" FOOTING LEDGE DASHED, SEE FOR DETAIL 1 / A8.1 0'-0" -0'-2" 0'-6" A -0'-1" -0'-4 1/4" 0'-0" 0'-0" FOS GOLF HOUSE FOS KITCHEN FOS GOLF HOUSE CL WF COL CL WF COL CL WF COL FOS KITCHENCL WF COLCL WF COLCL WF COLCL WF COLFOS KITCHENFOS KITCHENFOS GOLF HOUSEFOS GOLF HOUSEWF COL, TYP, SSD -0'-2 1/4"16"16"16"16"13"CL 4 1/4"8"5' - 6" 4' - 10 3/4" 3' - 5"7' - 3"NOTE: FO STUD TO OVERHANG CURB ON INTERIOR EDGE BY 1/2" FOR FLUSH WOOD BASE AT GOLF HOUSE, SEE 1/A9.0 8" RO WIDTH RO WIDTH RO WIDTHOVERHANG FO STUD 1/2" OVER CURB AT LAV SIDE, SEE 14/A9.0 OVERHANG FO STUD 1/2" AT BOTH SIDES THIS WALL, SEE 14/A9.0 5' - 6"RO WIDTH1 A9.0 ________________________ A8.3 1 13 A9.0 ________________________ 12 A9.0 ________________________2' - 1"2' - 4"3' - 7" CLWALL WALL 4' - 11"6"13 A9.0 ________________________ 14 A9.0 ________________________ 14 A9.0 ________________________ 12 A9.0 ________________________1' - 10"2' - 10"3' - 7 1/2"2' - 0" SLOPE, SLD 1' - 9"3' - 0"1' - 0" 1 1 1 1' - 8"12' - 9 1/2" -0'-1"2"13 A8.4 ________________________ 1 SHEET NOTES LEGEND KEYNOTES 1. SLOPES ARE 1/4" PER FOOT MIN, UON. 2. SLAB PLAN DRAIN ELEVATIONS REPRESENT DRAIN AT STRUCTURAL SLAB, SLD FOR FINISH GRADE DRAIN ELEVATION. 3. SSD & SCD FOR ADDITIONAL SLAB AND FOUNDATION INFORMATION. FLOOR DRAIN, SEE 11/A8.4 & SPD STEPPED SLAB/ SLAB DEPRESSION CONCRETE SLAB 6" WIDE CONCRETE CURB (FOS INT TO FO PLY EXT) ZURN FLOOR SINK, SPD REGENCY FLOOR SINK, SPD 5.5" WIDE CONCRETE CURB (SEE SLAB PLAN FOR ADDITIONAL NOTES) 4" WIDE CONCRETE CURB (FOS INT TO FO PLY EXT) 8" WIDE CONCRETE CURB (FOS TO FOS AT DOUBLE WALL) 4.5" WIDE CONCRETE CURB (ONLY AT DBL-SIDED LOW-LIFT WALL & DBL-SIDED VP WALL) 5" WIDE CONCRETE CURB (SEE SLAB PLAN FOR ADDITIONAL NOTES) bararch.com architecture & interiors San Francisco | Los AngelescBAR C O P Y R I G H T architectsDRAWN BY C P HE C KED BY R O JE C T N O D A T E I S S U E DRA C P HE R O D A SCALE: As indicated 5/28/2024 11:44:13 AM C:\Users\ekuhn\Documents\2022051 Madison Club Reno - Comfort Station - A_EKuhnSAC4U.rvtA2.0 SLAB PLAN2024ETK ETK 2022051MADISON CLUB - COMFORT STATION53035 MERIWETHER WAYLA QUINTA, CA 922531/4" = 1'-0"A2.0 1 SLAB PLAN - LEVEL 01 KEY DESCRIPTION 12.27.23 DD PRICING SET 02.02.24 PERMIT SET 04.29.24 1 PERMIT RESUBMITTAL SHEET NOTES LEGEND KEYNOTES 1. SEE A8.0 FOR EXTERIOR WALL SCHEDULE AND INSULATION SCHEDULE. 2. SEE A9.0 FOR INTERIOR PARTITION SCHEDULE. 3. LOCATE FIRE EXTINGUISHER CABINETS (RECESS MOUNT TYP) AT MAX TRAVEL DISTANCE OF 75'. 1 HR RATED FIRE BARRIER CONCRETE WALL FIRE EXTINGUISHER CABINET DIRECTION OF SLOPE FEC NON RATED WALL 36" WIDE COMMON USE CIRCULATION PATH WITHIN EMPLOYEE WORK AREA 1 A3.0 1 A3.0 2 A3.0 6 1 1 2 2 4 4 8 8 A.1 A.1 B B C C D D E E 13'-7 1/2" 26'-3" 1'-8 1/2" 6'-7 1/4" 1'-7 3/4" 23'-3 3/4" 1'-7 3/4"20'-0"1'-9 1/2"4'-11"6'-4"74'-9 1/2"42'-8 7/8"101 GOLF HOUSE 102 LAVATORY ROOF/TRELLIS SHOWN DASHED ABOVE F9'-7"A5.0 1B 1A 1D 1C 5 5 N A5.0 2B 2A 2D 2C A5.0 3B 3A 3D 3C A5.0 4B 4A 4C A5.0 2E 5 A3.1 ________________________ 105 KITCHEN SLIDING SECURITY GATES, SEE A8.3 BAR DIE WALL DASHED BELOW CLUB FITTING CASEWORK 3 3 7 7 6 6 4 A3.1 ________________________ 1 A3.1 ________________________ 106 SERVERY 103 UNISEX RR 1 104 UNISEX RR 2 3 A3.1 ________________________ A A 103 -3 104 -3 105B -5 106A -6 106B -6 FOS GOLF HOUSE FOS KITCHEN A D 108 OUTDOOR PATIO 107 PRIVATE HITTING BAY S1 6 0 T C 6 S A C 4 S A C 6 S A C 6 S A C 6 S A 1 3/8"HOSE BIBB, SPD POST-MOUNTED HOSE BIBB, SLD POST-MOUNTED HOSE BIBB, SLD FOS GOLF HOUSE CL WF COL CL WF COL CL WF COL FOS KITCHENCL WF COLCL WF COLCL WF COLCL WF COLFOS KITCHENFOS KITCHENFOS GOLF HOUSEFOS GOLF HOUSE2' - 8 1/2"6' - 2 1/2"7' - 4"2' - 7 3/4" 5' - 5 1/4"4' - 1 3/8" 6' - 2 3/4" 2 A3.1 ________________________ CL 21" 21" 7' - 0" 2F 2' - 7 1/2" 2' - 7 1/2" 1" GAP SEE 7/G1.1 FOR CLEARANCES AT BOTH TOILET ROOMS 1 1 1 1 1 101A -1101B -2B 1 1 1/2"1 bararch.com architecture & interiors San Francisco | Los AngelescBAR C O P Y R I G H T architectsDRAWN BY C P HE C KED BY R O JE C T N O D A T E I S S U E DRA C P HE R O D A SCALE: As indicated 5/28/2024 11:44:14 AM C:\Users\ekuhn\Documents\2022051 Madison Club Reno - Comfort Station - A_EKuhnSAC4U.rvtA2.1 FLOOR PLAN2024ETK ETK 2022051MADISON CLUB - COMFORT STATION53035 MERIWETHER WAYLA QUINTA, CA 92253KEY DESCRIPTION 1/4" = 1'-0"A2.1 1 FLOOR PLAN - LEVEL 01 12.27.23 DD PRICING SET 02.02.24 PERMIT SET 04.29.24 1 PERMIT RESUBMITTAL A3.0 3 A3.0 1 A3.0 2 A3.0 6 1 1 2 2 4 4 8 8 A.1 A.1 B B C C D D E E F F 5 5 N 5 A3.1 ________________________ 3 3 7 7 6 6 4 A3.1 ________________________ 1 A3.1 ________________________ PACKAGE HEAT PUMP, SMD 3 A3.1 ________________________3/8" / 1'-0"3/8" / 1'-0"3/8" / 1'-0"3/8" / 1'-0"DOAS UNIT, SMD 3/8" / 1'-0" 3/8" / 1'-0"3/8" / 1'-0"A A 6'-0"1/4" / 1'-0"5/16" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"2' - 0"3' - 0"2' - 0"6' - 0"3' - 3 1/2"1/4" / 1'-0" 1/4" / 1'-0"11/16" / 1'-0"5/1 6 " / 1'- 0 "3/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0" 9/16" / 1'-0"1/4" / 1'-0"1/4" / 1'-0" 1 A8.2 ________________________ 9' - 1"3'-3 1/2"3' - 3 1/2"ALIGN W/WIN BELOW APPROX 7' - 11 1/8"1' - 6"1' - 6"1'-2 5/8"1' - 2 5/8"16' - 11 1/8" 2 A8.2 ________________________ EXHAUST FAN FOS GOLF HOUSE FOS KITCHEN FOS GOLF HOUSE CL WF COL CL WF COL CL WF COL FOS KITCHENCL WF COLCL WF COLCL WF COLCL WF COLFOS KITCHENFOS KITCHENFOS GOLF HOUSEFOS GOLF HOUSESAXUN P190 AUTOMATED LOUVER TRELLIS, SEE A8.2 2 A3.1 ________________________ 3' - 0"3' - 7 3/8"2' - 0"3/8" / 1'-0"1 1/8" / 1'-0"11/16" / 1'-0"1/2" / 1'-0"1/2" / 1'-0"EQEQEQ1/4" / 1'-0"3/8" / 1'-0"3/8" / 1'-0"3/8" / 1'-0"3/8" / 1'-0"3/8" / 1'-0"3/8" / 1'-0"3/8" / 1'-0"3/8" / 1'-0"6'-7"HOSE BIBB, SPD 4 7/8"12' - 3 5/8" 1 1 SHEET NOTES LEGEND KEYNOTES 1. REFER TO DETAILS FOR PARAPET CAPS. 2. AT LOW-SLOPED ROOFS, MAINTAIN 3/8" PER FOOT MIN SLOPE WITHIN ROOF FIELD TO PROVIDE 1/4" MIN PER FOOT AT VALLEYS. 3. PROVIDE CRICKETS AT ROOF EQUIPMENT. DIRECTION OF SLOPE ROOF DRAIN & OVERFLOW, SPD TPO ROOFING - CRRC GAF EVERGUARD 60 MIL - WHITE CRICKET bararch.com architecture & interiors San Francisco | Los AngelescBAR C O P Y R I G H T architectsDRAWN BY C P HE C KED BY R O JE C T N O D A T E I S S U E DRA C P HE R O D A SCALE: As indicated 5/28/2024 11:44:15 AM C:\Users\ekuhn\Documents\2022051 Madison Club Reno - Comfort Station - A_EKuhnSAC4U.rvtA2.2 ROOF PLAN2024ETK ETK 2022051MADISON CLUB - COMFORT STATION53035 MERIWETHER WAYLA QUINTA, CA 922531/4" = 1'-0"A2.2 1 ROOF PLAN 12.27.23 DD PRICING SET 02.02.24 PERMIT SET 04.29.24 1 PERMIT RESUBMITTAL 10'-0" AFF FINISH FLOOR LEVEL 10'-0" AFF 5'-9" AFF 7'-8" AFF CL 2" MULLION 3'-0" AFF 10'-0" AFF FF 7'-0" AFF 3'-6" AFF TO COUNTER 9'-0" AFF FINISH OPNG C NOT USEDAFIXED WINDOW 1 X 2 B FIXED WINDOW WALL W/ TRANSOM - 8 X 2 (LESS PIVOT DOOR) D FIXED WINDOW 2 X 1 STOREFRONT & WINDOW TYPES BOD: AWAKE SERIES 425 FIXEDBOD: AWAKE SERIES 625 FIXED, TDL BOD: AWAKE SERIES 625 FIXED, TDL2' - 4"FOR HEAD (JAMB SIM) AND SILL DETAILS, SEE 1/A8.1FOR HEAD (JAMB SIM) DETAIL, SEE 3/A8.2 SHEET NOTES SCHEDULE REMARKS T TEMPERED GLAZING GLAZING TYPE GL-1 INSULATED GLASS UNIT • 1/4" VITRO STARPHIRE GLASS W/ SOLARBAN 60 COATING • 1/2" AIR SPACE WITH ARGON GAS (THERMALLY BROKEN) • 1/4" VITRO STARPHIRE GLASS 1. FOR DOOR NUMBER, OPERATION, AND HAND, REFER TO FLOOR PLANS. WINDOWS AND DOORS IN SCHEDULE ARE SHOWN FROM THE EXTERIOR. 2. UNLESS OTHERWISE NOTED, EXTERIOR GLAZING TYPE IS GL-1 AND NFRC RATED MEETING MINIMUM REQUIREMENTS OF THE TITLE 24 ENERGY REPORT, SEE G2 SERIES.. 3. PROVIDE ALL PANES FULLY TEMPERED SAFETY GLAZING AT GLAZED DOORS, THEIR SIDELITES, AND TRANSOMS AND AT WINDOWS WITH A SILL LESS THAN 18" ABOVE THE FLOOR. 4. WINDOW SIZES SHOWN ARE NOMINAL FRAME SIZE IN WIDTH X HEIGHT. CONFIRM ACTUAL FRAME SIZE AND ROUGH OPENING WITH WINDOW MANUFACTURER PRIOR TO FABRICATION. 5. PROVIDE DOOR THRESHOLDS THAT DO NOT EXCEED 1/2" IN HEIGHT. FOR CHANGES IN VERTICAL HEIGHT FROM 1/4" TO 1/2", BEVEL AT A SLOPE OF 2 HORIZONTAL UNITS TO 1 VERTICAL UNIT. REFER TO THRESHOLD DETAILS IN THE A8 AND A9 SERIES. 6. PROVIDE CLOSER OPENING FORCE NOT TO EXCEED 5 LBS AT INTERIOR AND EXTERIOR ACCESSIBLE DOORS. 7. PROVIDE EXIT DOOR HARDWARE THAT CAN BE OPENED FROM INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE, OR EFFORT. 8. MANUALLY-OPERATED EDGE OR SURFACE-MOUNTED BOLTS ARE NOT PERMITTED AT EXIT DOORS. 9. AT PASSAGE DOORS WITH LATCHES OR LOCKING MECHANISMS, PROVIDE SINGLE-EFFORT LEVER-TYPE HARDWARE, PANIC BARS, OR OTHER HARDWARE TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE HARDWARE. CENTER DOOR HARDWARE AT 36" AFF UON. 10. FOR TYPICAL MOUNTING HEIGHTS AND MISCELLANEOUS REQUIREMENTS AT DOORS, SEE G1.1. TDL -TRUE DIVIDED LITE TTTTTTT T T T T T T T 12' - 0" 8" 16' - 0" EQEQEQ EQ EQ EQ EQ 4' - 8" 2' - 4" 6' - 0"2' - 0"6' - 3" 1' - 0" 6' - 3" 13' - 6" TYPE 3 -SINGLE FLUSHTYPE 1 -PIVOT TYPE 2 -MULTI-SLIDE POCKETING TYPE 4 -POCKET DOOR WIDTH HEIGHT1"POCKET DASHED TYPE 5 -COUNTERTOP SLIDING PANELS WIDTH HEIGHTWIDTH HEIGHTWIDTH 32" MIN 4" OVERLAP BOD: TRUDOOR STAIN GRADE SOLID CORE WD DOORBOD: AWAKE SERIES 555 PIVOT, TDL BOD: AWAKE SERIES 905 MULTI SLIDE -TDL, LEAD LOCK JAMB ONLY, STAGGERED SILL AND STAGGERED HEAD BOD: HAGER 9878HD BOD: CUSTOM -STL FRAME W/WOOD VENEER FINISH DOOR TYPES T WIDTH HEIGHT1"POCKET DASHED TYPE 6 -COUNTERTOP SLIDING PANEL BOD: CUSTOM -PLYWOOD PANEL W/ VERTICAL BATTENS T2' - 4"T T T T T T T T HEIGHTWIDTH 2' - 4"1 bararch.com architecture & interiors San Francisco | Los AngelescBAR C O P Y R I G H T architectsDRAWN BY C P HE C KED BY R O JE C T N O D A T E I S S U E DRA C P HE R O D A SCALE:1/4" = 1'-0"5/28/2024 11:44:17 AM C:\Users\ekuhn\Documents\2022051 Madison Club Reno - Comfort Station - A_EKuhnSAC4U.rvtA2.3 DOOR, WINDOW & STOREFRONT SCHEDULES2024ETK ETK 2022051MADISON CLUB - COMFORT STATION53035 MERIWETHER WAYLA QUINTA, CA 92253DOOR SCHEDULE - INSTANCE BASED (COMMON DOORS) ROOM DOOR FRAME DETAILS SIGNAGE HDW GROUP REMARKSNO. NAME NO. TYPE NOMINAL OPENING SIZE MATERIAL FINISH MATERIAL FINISH HEAD JAMB THRESHOLDWIDTH HEIGHT THK LEVEL 01 101 GOLF HOUSE 101A 1 3'-10" 9'-10" 0'-1 3/4" ALUM/GL-1 ANOD BLK ALUM ANOD BLK 3/A8.2 15/A8.4 1/A8.4 1 101 GOLF HOUSE 101B 2 12'-9" 10'-1 1/2" 0'-1 3/4" ALUM/GL-1 ANOD BLK ALUM ANOD BLK 3/A8.1 14/A8.4 5/A8.4 2 103 UNISEX RR 1 103 3 3'-0" 7'-0" 0'-1 3/4" SCWD PTD HM PTD 12/A8.4 12/A8.4 SIM 2/A8.4 10&11/G1.1 3 WELDED FRAME 104 UNISEX RR 2 104 3 3'-0" 7'-0" 0'-1 3/4" SCWD PTD HM PTD 12/A8.4 12/A8.4 SIM 2/A8.4 10&11/G1.1 3 WELDED FRAME 105 KITCHEN 105A 3 3'-0" 7'-0" 0'-1 3/4" SCWD PTD HM PTD 4/A8.4 4/A8.4 SIM 3/A8.4 4 WELDED FRAME 106 SERVERY 105B 4 3'-6" 6'-8" 0'-1 3/8" SCWD PTD WD PTD 8/A8.4 7/A8.4 6/A8.4 5 106 SERVERY 106A 5 4'-9" 5'-6" 0'-1 1/2" STL/WD PTD MTL PTD 2/A8.3 2/A8.3 SIM 2/A8.3 6 106 SERVERY 106B 5 10'-11 3/4" 5'-6" 0'-1 1/2" STL/WD PTD MTL PTD 2/A8.3 2/A8.3 SIM 2/A8.3 6 106C 6 3'-11 7/8" 5'-4" 0'-1 1/2" WD STAIN MTL PTD 2/A8.3 2/A8.3 SIM 2/A8.3 6106SERVERY 12.27.23 DD PRICING SET 02.02.24 PERMIT SET 04.29.24 1 PERMIT RESUBMITTAL 1 1 1 1 1 1 1 10'-0" 1 1 1 1 1 1 2 2 4 4 8 8 A.1 A.1 B B C C D D E E F F 5 5 5 A3.1 ________________________ 3 3 7 7 6 6 4 A3.1 ________________________ 1 A3.1 ________________________ 3 A3.1 ________________________ 13'-7 1/2" 26'-3" 1'-8 1/2" 6'-7 1/4" 1'-7 3/4" 23'-3 3/4" 1'-7 3/4"20'-0"1'-9 1/2"4'-11"6'-4"9'-7"74'-9 1/2"42'-7 1/2"101 GOLF HOUSE 102 LAVATORY N 105 KITCHEN 106 SERVERY 103 UNISEX RR 1 104 UNISEX RR 2 A A 107 PRIVATE HITTING BAY 108 OUTDOOR PATIO 2 A3.1 ________________________1/4" PER FT, TYP AT QT. . . .. . .. . . . DO NOT CUT TILE AT RIDGE, TYP SINK ABV, DASHED 1 1 SHEET NOTES LEGEND KEYNOTES 1. INSTALL TILES WITH MINIMUM GROUT JOINTS: MAX 1/4" SANDED ON FLOORS AND MAX 1/8" SANDED ON WALLS. 2. FULL-HEIGHT MOLD & MOISTURE RESISTANT GYP BD TO BE USED AT ALL RESTROOMS AND WET AREAS. 3. SEE A5 SERIES INTERIOR ELEVATIONS FOR ADDITIONAL FINISH INFORMATION. 4. SEE A2.3 DOOR AND WINDOW SCHEDULES FOR ADDITIONAL FINISH INFORMATION. 5. SEE A6.0 REFLECTED CEILING PLAN FOR ADDITIONAL FINISH INFORMATION. 6. WALL AND CEILING MATERIALS SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN CBC TABLE 803.13. CONCRETE TRAVERTINE TILE DARK QUARRY TILE ARTIFICIAL TURF FLOOR DRAIN, SPD ZURN FLOOR SINK, SPD REGENCY FLOOR SINK, SPD 1 bararch.com architecture & interiors San Francisco | Los AngelescBAR C O P Y R I G H T architectsDRAWN BY C P HE C KED BY R O JE C T N O D A T E I S S U E DRA C P HE R O D A SCALE: As indicated 5/28/2024 11:44:19 AM C:\Users\ekuhn\Documents\2022051 Madison Club Reno - Comfort Station - A_EKuhnSAC4U.rvtA2.4 PLUMBING SCHEDULE, FINISH PLAN & SCHEDULE2024ETK ETK 2022051MADISON CLUB - COMFORT STATION53035 MERIWETHER WAYLA QUINTA, CA 922531/4" = 1'-0"A2.4 1 FINISH PLAN - LEVEL 01 KEY DESCRIPTION FOR KITCHEN / FOOD SERVICE FIXTURES, SEE FOOD SERVICE AND PLUMBING DRAWINGS FOR MORE INFORMATION P-8 TOILET PAPER HOLDER WATERWORKS LDPH01 2 TOILET PAPER HOLDER POLISHED CHROME 7-5/8" W X 3-3/8" D X 3-11/16" H P-7 ROBE HOOK KOHLER 14443-CP 4 ROBE HOOK POLISHED CHROME 1-7/8" DIA X 1-3/4" D P-6 GRAB BAR KOHLER K-11895-S 2 36" ADA GRAB BAR POLISHED STAINLESS 36" X 2-3/4" D P-5 GRAB BAR KOHLER K-11896-S 2 42" ADA GRAB BAR POLISHED STAINLESS 42" X 2-3/4" D P-4 SINK CUSTOM CUSTOM 1 ACCESSIBLE RAMP SINK CONCRETE 15'-10" W X 2' -0" D CONCRETEWORKS, FLYING TURTLE, OR SIM MFR P-3 TOILET KOHLER K-96058-0 2 FLOOR-MOUNT REAR SPUD WATER CLOSET WHITE 14-5/8"W X 26-3/8" D X 16-5/8"H 1.28 MAX GPF P-2 TOILET SEAT KOHLER K-4636-RL-0 2 ELONGATED TOILET SEAT WITH QUIET-CLOSE LID WHITE 14-3/4" W X 18-5/8" D P-1 BATHROOM FAUCET SLOAN EBF-425 2 OPTIMA SENSOR FAUCET SINGLE HOLE GRAPHITE 2-1/16"W X 4-11/32"D X 5-11/32"H 0.5 MAX GPM TAG ITEM MFR MODEL QTY DESCRIPTION FINISH DIMENSIONS NOTES PLUMBING FIXTURE AND ACCESSORY SCHEDULE FINISH SCHEDULE ROOM FLOOR BASE WALL CEILING COMMENTSNO. NAME MATERIAL FINISH FINISH MATERIAL LEVEL FINISH MATERIAL LEVEL FINISH LEVEL 01 101 GOLF HOUSE CONC TL-1 WD-1 GYP BD L4 PT-1 GYP BD L4 PT-2 FLUSH WOOD BASE, SEE 1/A9.0 102 LAVATORY CONC TL-1 WD-1 GYP BD L4 PT-1 / TL-3 GYP BD L4 PT-2 VENEER PLASTER AT NON-TILE WALLS, SEE 13&14/A9.0 103 UNISEX RR 1 CONC TL-1 TL-1 GYP BD L4 PT-1 / TL-2 GYP BD L4 PT-2 VENEER PLASTER AT NON-TILE WALLS, SEE 13&14/A9.0 104 UNISEX RR 2 CONC TL-1 TL-1 GYP BD L4 PT-1 / TL-2 GYP BD L4 PT-2 VENEER PLASTER AT NON-TILE WALLS, SEE A9.0 FOR BASE DETAILS 105 KITCHEN CONC TL-5 TL-5 GYP BD N/A FRP-1 / SSTL GYP BD L4 ACT-1 QUARRY TILE COVE BASE, SEE 12/A9.0 106 SERVERY CONC TL-5 TL-5 GYP BD N/A TL-4 / PT-3&4 GYP BD L4 PT-2 QUARRY TILE COVE BASE, SEE 12/A9.0 107 PRIVATE HITTING BAY CONC CONC-1 / AT-1 N/A N/A N/A N/A N/A N/A N/A 108 OUTDOOR PATIO CONC TL-1 N/A N/A N/A N/A N/A N/A N/A WD-3 SEALED WOOD VARIOUS GC TO SOURCE RIFT SAWN WHITE OAK CLEAR MATTE SEALED WD-2 SEALED WOOD VARIOUS GC TO SOURCE RIFT SAWN WHITE OAK 4X T&G SQUARE EDGE BOARDS, VARY LENGTHS W/MIN 4' LENGTH CLEAR MATTE SEALED WD-1 PAINTED WOOD BASE GOLF HOUSE GC TO SOURCE PAINT GRADE WOOD PNT-1, SEALED WOOD VP-1 VENEER PLASTER LAVATORY + RESTROOMS VENEER PLASTER TL-5 QUARRY TILE & COVE BASE SERVERY + KITCHEN DALTILE OR APPROVED EQUAL QUARRY TILE 2" X 2" X 1/2" ARID GRAY 0Q42 TBD TL-4 WALL TILE - SERVERY SERVERY ANN SACKS OR APPROVED EQ VERTICAL RUNNING BOND SUBWAY TILE 4" X 8" WHITE TBD TL-3 WALL TILE - LAVATORY LAVATORY ANN SACKS OR APPROVED EQ BLACK TBD TL-2 WALL TILE - RESTROOMS RESTROOMS ANN SACKS OR APPROVED EQ WHITE TBD TL-1 TRAVERTINE FLOOR TILE & BASE GOLF HOUSE + LAV / RR + EXTERIOR ECO OUTDOOR SCALA 18" X 36" X 3/4" TBD TILE SSTL-1 STAINLESS STEEL PANELS KITCHEN METAL PNT-4 SERVERY WALL PAINT SEE A5.0 TBD N/A N/A BLACK, SEMI-GLOSS ENAMEL PNT-3 SERVERY WALL PAINT SEE A5.0 TBD N/A N/A WHITE, SEMI-GLOSS ENAMEL PNT-2 TYP CEILING PAINT ALL CEILINGS, UON TBD N/A N/A TBD PNT-1 TYP WALL PAINT ALL WALLS, UON TBD N/A N/A TBD PAINT GL-1 ARCHITECTURAL GLASS VARIOUS VITRO SEE A2.3 SEE A2.3 SEE A2.3 GLASS FRP-1 FRP PANELS KITCHEN MARLITE OR APPROVED EQUAL STANDARD FRP 4' X 8' STANDARD PANELS S 100 WHITE FIBERGLASS-REINFORCED PLASTIC CONC-1 CONCRETE FLOOR HITTING BAY + EXTERIOR PATHWAY CONCRETE AT-1 ARTIFICIAL TURF HITTING BAY SYNLAWN PRECISION PUTT SKUSG326 VERDE SLD ARTIFICIAL TURF ACT-1 ACOUSTIC CEILING TILE KITCHEN ARMSTRONG CEILING ULTIMA HEALTH ZONE OR APPROVED EQUAL 24" X 24" OR AS INDICATED; 3/4" THICK WHITE, WASHABLE, SCRATCH-RESISTANT FINISH COMPLYING WITH USDA/FCIS GUIDELINES. ACOUSTIC CEILING TILE TAG ITEM GENERAL LOCATION MANUFACTURER MODEL #/STYLE SIZE COLOR/FINISH GROUT REMARKS SAMPLE OF EACH ITEM MUST BE PROVIDED TO ARCHITECT FOR APPROVAL INTERIOR FINISH LEGEND 12.27.23 DD PRICING SET 02.02.24 PERMIT SET 04.29.24 1 PERMIT RESUBMITTAL LEVEL 01 0'-0" SERVERY ROOF 12'-6" A.1BCDEF 1 A3.1 ________________________ A TO PARAPET 15'-6" LOW LIFT CONC WALL 2 A3.1 ________________________ 105A -4 LEVEL 01 0'-0" SERVERY ROOF 12'-6" 1 2 4 85 5 A3.1 ________________________ 3 76 CLUB FITTING CASEWORK 4 A3.1 ________________________3 A3.1 ________________________ A8.3 5 TO PARAPET 15'-6" VERTICAL ALUM BATTENS GOLF HOUSE ROOF 12'-6" 1 101A -1 B 3 A8.2 ________________________ LEVEL 01 0'-0" SERVERY ROOF 12'-6" 12485 5 A3.1 ________________________ 376 4 A3.1 ________________________ 3 A3.1 ________________________1' - 4"TO PARAPET 15'-6" D A GOLF HOUSE ROOF 12'-6" LEVEL 01 0'-0" SERVERY ROOF 12'-6" A.1 B C D E F 1 A3.1 ________________________ A A8.3 6 TO PARAPET 15'-6" 2 A3.1 ________________________ GOLF HOUSE ROOF 12'-6" 101B -2 1 SHEET NOTES 1. GC TO PROVIDE MIN 3 MOCKUPS SIZED 4'-0" X 8'-0" OF LOW-LIFT VENEER CONCRETE WALL TO VERIFY VARIABLE MIXES, COLORS, & LIFT HEIGHTS W/ARCHITECT. INCLUDE A PORTION OF THE MOCKUP SIMULATING THE PARAPET CONDITION. 2. GC TO PROVIDE A MIN 4'-0" X 8'-0" MOCKUP OF THE VERTICAL ALUM BATTEN WALLS. bararch.com architecture & interiors San Francisco | Los AngelescBAR C O P Y R I G H T architectsDRAWN BY C P HE C KED BY R O JE C T N O D A T E I S S U E DRA C P HE R O D A SCALE: As indicated 5/28/2024 11:44:21 AM C:\Users\ekuhn\Documents\2022051 Madison Club Reno - Comfort Station - A_EKuhnSAC4U.rvtA3.0 EXTERIOR ELEVATIONS2024ETK ETK 2022051MADISON CLUB - COMFORT STATION53035 MERIWETHER WAYLA QUINTA, CA 922531/4" = 1'-0"A3.0 3 EXTERIOR ELEVATION - EAST 1/4" = 1'-0"A3.0 2 EXTERIOR ELEVATION - SOUTH 1/4" = 1'-0"A3.0 1 EXTERIOR ELEVATION - NORTH 1/4" = 1'-0"A3.0 6 EXTERIOR ELEVATION - WEST 12.27.23 DD PRICING SET 02.02.24 PERMIT SET 04.29.24 1 PERMIT RESUBMITTAL LEVEL 01 0'-0" SERVERY ROOF 12'-6" A.1BCDE 1 A3.1 ________________________ 102 LAVATORY 104 UNISEX RR 2 A8.1 1 MECH ROOF 10'-0" A TO PARAPET 15'-6" 2 A3.1 ________________________ A8.3 2 LEVEL 01 0'-0" SERVERY ROOF 12'-6" 1 2 4 85 5 A3.1 ________________________ 3 76 4 A3.1 ________________________ 102 LAVATORY 105 KITCHEN 101 GOLF HOUSE 3 A3.1 ________________________ A8.1 2 MECH ROOF 10'-0" TO PARAPET 15'-6" 107 PRIVATE HITTING BAY GOLF HOUSE ROOF 12'-6"16"APPROX DUCT RUN SHOWN DASHED/HATCHED FOR REFERENCE, SMD 1 LEVEL 01 0'-0" A.1BCF 1 A3.1 ________________________ 101 GOLF HOUSE A 2 A3.1 ________________________ 108 OUTDOOR PATIO GOLF HOUSE ROOF 12'-6"16"A8.4 13 1 1 LEVEL 01 0'-0" A.1 B C D E 1 A3.1 ________________________ A TO PARAPET 15'-6" MECH DUCTS CROSSING BREEZEWAY 2 A3.1 ________________________ LEVEL 01 0'-0" SERVERY ROOF 12'-6" 1 2 4 85 5 A3.1 ________________________ 3 76 4 A3.1 ________________________3 A3.1 ________________________ MECH ROOF 10'-0" TO PARAPET 15'-6" 106 SERVERY 105 KITCHEN 101 GOLF HOUSE 107 PRIVATE HITTING BAY GOLF HOUSE ROOF 12'-6"16"1 A8.4 5 1 A8.1 3 bararch.com architecture & interiors San Francisco | Los AngelescBAR C O P Y R I G H T architectsDRAWN BY C P HE C KED BY R O JE C T N O D A T E I S S U E DRA C P HE R O D A SCALE: 1/4" = 1'-0"5/28/2024 11:44:23 AM C:\Users\ekuhn\Documents\2022051 Madison Club Reno - Comfort Station - A_EKuhnSAC4U.rvtA3.1 BUILDING SECTIONS2024ETK ETK 2022051MADISON CLUB - COMFORT STATION53035 MERIWETHER WAYLA QUINTA, CA 922531/4" = 1'-0"A3.1 5 KITCHEN SECTION 1/4" = 1'-0"A3.1 1 LONGITUDINAL SECTION 1 1/4" = 1'-0"A3.1 4 GOLF HOUSE SECTION 1/4" = 1'-0"A3.1 3 BREEZEWAY SECTION 1/4" = 1'-0"A3.1 2 LONGITUDINAL SECTION 2 12.27.23 DD PRICING SET 02.02.24 PERMIT SET 04.29.24 1 PERMIT RESUBMITTAL GWGWGWGWGWGW 01" = 20'-0"10'40'20'Print Date: May 8, 2024 T:\22027 Madison Club Reno\2 DESIGN\1 CAD BASE\L-SITE BASE.dwgRANGE COMFORT STATION IMPROVEMENTSMADISON CLUBLA QUINTA, CAMay 8, 202424 ' - 0 " 18 ' - 0 " 150'-0"18'-0"24'-0"1 1 3 ' - 6 "18' MIN. CONCRETEFIRELANEL0 LEVEL 010'-0"SERVERY ROOF12'-6"TO PARAPET15'-6"GOLF HOUSE ROOF12'-6"BARarchitectscBARC O P Y R I G H T architectsMADISON CLUB - COMFORT STATION La Quinta, CA2022051 PREVIOUS MATERIAL OPTION20241/8" = 1'-0"PR1.01EXTERIOR ELEVATION - NORTH LOW LIFT CONCRETE OPTION 5.22.24A3.2a A3.2a LEVEL 010'-0"SERVERY ROOF12'-6"TO PARAPET15'-6"GOLF HOUSE ROOF12'-6"4' - 0"10' - 0"BARarchitectscBARC O P Y R I G H T architectsMADISON CLUB - COMFORT STATION La Quinta, CA2022051ALT MATERIAL OPTION B20241/8" = 1'-0"PR1.01EXTERIOR ELEVATION - NORTHSERVERY ROOF12'-6"TO PARAPET15'-6"10' - 0"LOW LIFT CONCRETE OPTION 5.22.24A3.2b La Quinta, CaliforniaSITE MAPCTHE ADISON LUBPrepared for:Prepared by:Landscape ArchitectVITA181 Third St., Ste. 250San Rafael, CA 94901415.259.0190VICINITY MAPNTSNorthM5151015108San Diegoto PhoenixSan BernardinoPacific La QuintaSpringsPalmOcean52ndAvenue53rdAvenueVan Buren Street50th AvenueJeffersonStreetJacksonStreet48th AvenueAirportBlvd8510Whitewater 85111CoachellaCanalTheMadison ClubRiver86SMonroeStreetMadisonStreetEast of Madison LLC80-955 Avenue 52La Quinta, CA 92253760.391.5072The Madison ClubLa Quinta, CA 92247P.O. Box 148253-035 Meriwether Way (Tract# 34969)LAKE"E"NO PARKING 161761213872341951115141018ROSSAVE.ROSSAVE.ELSWORTHPLACEAMUNDSON AVE.PEARYPLACEMERIWETHERWAYMERIWETHER WA YMERIWE T HER WAYSHACKLETON ST.BALBOAAVE.HUMBOLDTBLVD.DESOTOAVE. G RAY AVE.HUMBOLDTBLVD. STANLEY PLACE FREMONTWAYHUDSONWAY2-B1-B3-B4-B5-B6-B7-B8-B9-B10-B11-B12-B13-B14-B15-B16-B17-B18-B19-B20-B21-B22-B23-B24-B25-B26-B27-B28-B29-B1-A2-A3-A4-A5-A6-A7-A8-A9-A10-A11-A12-A13-A14-A15-A16-A17-A18-A19-A20-A21-A22-A23-A24-A25-A26-A27-A28-A29-A30-A31-A32-A33-A34-A35-A36-A37-A38-A39-A40-A41-A42-A43-A44-A45-A46-A47-A48-A49-A50-A51-A52-A53-A54-A55-A56-A57-A58-A59-A60-A61-A62-A63-A64-A65-A66-A67-A68-A69-A70-A71-A30-B31-B32-B33-B34-B35-B36-B37-B38-B39-B40-B41-B42-B43-B44-B45-B46-B47-B48-B80-A49-B50-B51-B52-B53-B54-B55-B56-B57-B58-B59-B60-B61-B62-B63-B64-B65-B66-B67-B68-B69-B70-B71-B72-B73-B74-B75-B76-B77-B78-B79-B80-B81-B82-B83-B84-B85-B86-B87-B75-A76-A122-B121-B120-B119-B118-B117-B116-B115-B114-B113-B112-B111-B110-B109-B108-B107-B106-B105-B104-B103-B102-B101-B100-B99-B98-B97-B96-B95-B94-B93-B92-B91-B90-B89-B88-BNorthNTSClubhouse: Range & Comfort StationDRAWNBYCPHECKEDBYROJECTNODATEISSUEDRACPHERODASCALE: 12" = 1'-0"5/1/2024 12:14:50 PM ########2022051MADISON CLUB - COMFORT STATION 53035 MERIWETHER WAY LA QUINTA, CA 9225312.27.23DD PRICING SET02.02.24PERMIT SET04.29.24PERMIT RE-SUBMITTALSITESHEET INDEXSHEET NO.SHEET TITLEL0.00CoverL0.01General NotesL1.00Hardscape Plan, Schedule &DetailsL2.00Planting Plan & ScheduleL2.01Plant DetailsSheet IndexL0.00COVER 1. HAND TRENCHING IS REQUIRED FOR ALL UTILITIES WITHIN DRIP LINES OF DECIDUOUS TREES 10" CALIPER OR GREATER FOR THE PURPOSEOF MINIMIZING DAMAGE TO TREE ROOT SYSTEMS.2. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.3. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UTILITIES INSTALLED TO DATE.4. CONTRACTOR TO NOTIFY L.A. OF ANY CONFLICTS FOUND IN THE FIELD.5. CONTRACTOR TO SHOW PROOF OF WORKER'S COMPENSATION INSURANCE FOR ALL EMPLOYEES ON THE JOB.6. CONTRACTOR TO SECURE APPLICABLE BUILDING PERMITS FROM APPROPRIATE GOVERNING MUNICIPALITY AND TO CONFORM TO ALLAPPLICABLE CODES.7. CONTRACTOR TO COMPLY WITH DETAILS AND SPECIFICATIONS AS SHOWN ON PLANS. NOTIFY L.A. AND OWNER WHERE AND WHENTHERE ARE ITEMS TO BE REVIEWED.UTILITY COORDINATION NOTES:LAYOUT NOTES:1. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS, DISTANCES, AND CONDITIONS PRIOR TO STARTING WORK. ANY DISCREPANCIESSHALL BE PROMPTLY REPORTED TO THE LANDSCAPE ARCHITECT.2. PLUS/ MINUS DIMENSIONS ARE GIVEN FOR IMPROVEMENTS THAT MAY VARY SLIGHTLY. ALL OTHER DIMENSIONS ARE EXACT. CONTRACTORTO STAKE PROPOSED WORK PRIOR TO CONSTRUCTION FOR OWNER AND LANDSCAPE ARCHITECT TO REVIEW.3. ANY CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONSTRUCTION DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TOTHE ATTENTION OF THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH WORK SO INVOLVED.4. ALL WORK SHALL COMPLY TO THE UNIFORM BUILDING CODE, LATEST EDITION, AS ADOPTED BY THE LOCAL MUNICIPALITY: CITY OF LAQUINTA, CALIFORNIA.5. THE CONTRACTOR SHALL OBSERVE AND COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS REQUIRED FOR THE PROTECTION OFPUBLIC HEALTH, SAFETY, AND ENVIRONMENTAL QUALITY.6. PRIOR TO COMMENCEMENT OF WORK, THE SUCCESSFUL BIDDER SHALL MEET WITH THE LANDSCAPE ARCHITECT AND OWNERSREPRESENTATIVE TO REVIEW PLANS AND SITE CONSTRUCTION.7. SCOPE OF WORK:THE GENERAL SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING:1. PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS FOR THE CONSTRUCTION OF ALL EXTERNAL LANDSCAPE ARCHITECTURAL ELEMENTS ASPER PLANS AND SPECIFICATIONS, INCLUDING: A. PAVING B. LANDSCAPE MATERIAL8. LIMIT OF WORK:THE LIMIT OF WORK FOR THE LANDSCAPE ARCHITECTURAL ELEMENTS WILL BEGIN AT THE OUTSIDE EDGE OF THE BUILDING WALLS ANDEXTEND TO THE LIMITS OF WORK AS INDICATED ON THE SITE PLAN. POOL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PLANSPREPARED BY THE POOL CONTRACTOR. POOL FINISHES SHALL BE CONSTRUCTED ACCORDING TO THE LANDSCAPE ARCHITECT'S PLANS.QUESTIONS REGARDING THE SPECIFIC LIMIT OF WORK SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SLEEVING REQUIRED FOR ELECTRICAL AND IRRIGATION.10. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, ELECTRICAL, CIVIL AND MECHANICAL DRAWINGS FOR ADDITIONALINFORMATION AND SHALL COORDINATE WITH ALL OTHER TRADES TO ENSURE INTEGRITY OF WORK.CONSTRUCTION NOTES:1. COORDINATE AND LOCATE ANY IRRIGATION AND ELECTRICAL SLEEVES PRIOR TO CONCRETE POUR; SEE LOCATIONS ON DRAINAGE ANDIRRIGATION PLAN. LANDSCAPE ARCHITECT TO REVIEW LAYOUT PRIOR TO CONCRETE POUR. SLEEVES TO BE CLASS 40 PVC, SET IN 2" SANDBED CONTINUOUS AROUND ENTIRE SLEEVE.2. ELECTRICAL IMPROVEMENTS TO CONFORM TO APPLICABLE CODES AND TO BE INSTALLED BY A CERTIFIED ELECTRICIAN. LOCATION OFLIGHT SWITCHES AND ELECTRICAL OUTLETS TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. SWITCHING, TRANSFORMER ANDACTUAL LIGHT LOCATIONS TO BE DETERMINED IN THE FIELD AT THE TIME OF INSTALLATION.3. CONTRACTOR TO SHOW PROOF OF WORKMAN'S COMPENSATION INSURANCE FOR ALL EMPLOYEES ON THE JOB.4. CONTRACTOR TO PROVIDE THE FOLLOWING SUBMITTALS AND SAMPLES FOR REVIEW BY LANDSCAPE ARCHITECT AND OWNER PRIOR TOCOMMENCEMENT OF WORK:-NATURAL STONE PAVING IN TYPICAL SIZES-ALL NATURAL STONE FLAT WORK-CUT SHEETS FOR LANDSCAPE LIGHTING FIXTURES5. CONTRACTOR TO SECURE APPLICABLE BUILDING PERMITS FROM APPROPRIATE GOVERNING MUNICIPALITY AND TO CONFORM TO ALLAPPLICABLE CODES. PERMIT FEES PAID BY OWNER.6. CONTRACTOR TO COMPLY WITH DETAILS AND SPECIFICATIONS AS SHOWN ON PLANS. NOTIFY LANDSCAPE ARCHITECT AND OWNERWHERE AND WHEN THERE ARE ITEMS TO BE REVIEWED.GRADING AND DRAINAGE NOTES:1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DRAINAGE INFORMATION INCLUDING DOWNSPOUTS.2. ALL REQUIRED FILL SHALL BE COMPACTED PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS TO PREVENT FUTURE SETTLING ANDMAINTAIN STRUCTURAL STABILITY. ALL IMPORT FILL SHOULD BE FREE FROM NOXIOUS WEEDS AND CHEMICAL CONTAMINATES AND SHALL BETESTED FOR AGRICULTURAL STABILITY PRIOR TO DELIVERY TO SITE.3. FINISH GRADE SHALL BE ADJUSTED IN THE FIELD BY THE LANDSCAPE ARCHITECT AS REQUIRED. ALL FINISH GRADING SHALL BE UNIFORMAND SMOOTH.4. ALL GRADING TO BE IN CONFORMANCE WITH LOCAL BUILDING CODES. CONTRACTOR IS TO SECURE REQUIRED PERMITS, OWNER WILLPAY FEES5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO VERIFY EXISTING CONDITIONS AND GRADES IN THE FIELD.6. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF WORK AND TAKEMEASURES TO PROTECT ALL UTILITIES.7. ALL AREAS TO RECEIVE PLANTING SHALL BE ROUGH SHAPED TO ELEVATIONS SHOWN ON PLANS & DETAILS PRIOR TO COMMENCEMENT OFANY PLANTING & IRRIGATION WORK UNDER THIS CONTRACT. THE CONTRACTOR WILL BE REQUIRED TO PERFORM FINISH GRADING FORPROPER, MOUNDING OR REPAIR WORK RESULTING FROM WORK PERFORMED UNDER THIS CONTRACT.8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING AND PROPER SURFACE DRAINAGE IN ALL AREAS. FINE GRADING SHALL BECOMPLETED AS INDICATED BY CONTOURS AND SPOT ELEVATIONS ON THE CIVIL ENGINEER'S PLANS. PROPOSED ELEVATIONS SHOWN AREFINISHED (COMPACTED) GRADE. ALL FINAL GRADING TO BE REVIEWED BY LANDSCAPE ARCHITECT FOR APPROVAL.9. CONTRACTOR SHALL BRING ANY GRADING DISCREPANCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR A DECISION PRIORTO PROCEEDING.10. ALL EXISTING DRAINAGE STRUCTURES SHALL BE PROTECTED AND MAINTAINED DURING CONSTRUCTION.11. CONTRACTOR TO PROVIDE A MINIMUM OF 1.5% SLOPE FOR A DISTANCE OF FIVE FEET AWAY FROM ALL EXISTING AND PROPOSEDSTRUCTURES. ENSURE POSITIVE DRAINAGE TOWARD DRAINAGE SWALES AND CATCH BASINS IN ALL LOCATIONS TO THE SATISFACTION OFTHE LANDSCAPE ARCHITECT.12. CONTRACTOR SHALL PROTECT ALL WORK FROM EROSION UNTIL FINAL ACCEPTANCE AND SHALL MEET ALL EXISTING CITY OF LAQUINTA PERMIT REQUIREMENTS.13.CONTRACTOR SHALL CONFIRM FINISH GRADE AROUND THE STRUCTURE SLOPES AWAY FROM THE FOUNDATION AT A MINIMUM OF 5%FOR PERVIOUS SURFACES OR 2% FOR IMPERVIOUS SURFACES FOR A MINIMUM OF 10 FEET, PER 1804.4CBC.PLANTING NOTES:1. CONTRACTOR SHALL REFER TO SPECIFICATIONS AND PLANS FOR QUANTITIES AND LAYOUT. PRIOR TO COMMENCEMENT OF WORK, THESUCCESSFUL BIDDER SHALL MEET WITH THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE TO REVIEW THE PLANS, AND WALK THESITE.2. LANDSCAPE CONTRACTORS SHALL FIELD VERIFY ALL PLANT QUALITIES AND DIMENSIONS PRIOR TO INSTALLATION. QUANTITIES SHOWN INPLANT LIST ARE FOR CONVENIENCE ONLY, PLANS SHALL GOVERN.3. THE LOCATION AND PROTECTION OF ALL UTILITIES, STRUCTURES AND LANDSCAPING IS THE RESPONSIBILITY OF THE LANDSCAPECONTRACTOR. CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HOURS MINIMUM PRIOR TO DIGGING FORVERIFICATION OF ALL UNDERGROUND UTILITIES. LANDSCAPE CONTRACTOR SHALL FIELD ADJUST LOCATIONS OF PLANT MATERIAL ASNECESSARY TO AVOID DAMAGE TO EXISTING UNDERGROUND UTILITIES AND/OR EXISTING ABOVE GROUND ELEMENTS. ALL CHANGESREQUIRED SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE ANDTHE LANDSCAPE ARCHITECT.4. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANT LOCATIONS ORINSUFFICIENT PLANT QUANTITIES DUE TO DIFFERENCES IN PLAN AND ACTUAL FIELD CONDITIONS.5. NOTIFY THE LANDSCAPE ARCHITECT 30 DAYS PRIOR TO PLANTING OPERATIONS FOR APPROVAL OF ALL PLANT MATERIAL AT PLACE OFGROWTH. ALL PLANT MATERIAL NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE SUBJECT TO REJECTION.6. ALL PLANT MATERIALS SHALL BE OF THE QUALITY AND SIZE IN ACCORDANCE WITH THE AMERICAN STANDARDS FOR NURSERY STOCKGUIDELINES.7. THE TREES, SHRUBS, GROUNDCOVERS AND LAWN SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR, AFTER THE FINAL ACCEPTANCE.8. ALL LANDSCAPE AREAS SHALL BE GRADED TO A SMOOTH EVEN SURFACE PRIOR TO ANY PLANT INSTALLATION. ALL PLANT MATERIALSSHALL BE INSTALLED USING GOOD HORTICULTURAL PRACTICES IN ACCORDANCE WITH THE PLANS AND DETAILS.9. THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, FINAL GRADING, SEEDING, SOILAMENDMENTS, ETC., AS MAY BE REQUIRED FOR A COMPLETE INSTALLATION.10. ALL TREES SHALL BE STAKED/GUYED AS SHOWN ON THE PLAN OR AS MAY BE REQUIRED TO MAINTAIN TREES SECURELY.11. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL FROM THE OWNER'S PROPERTY ALL WASTE MATERIAL GENERATED FROM THEPLANTING OPERATIONS.12. THE CONTRACTOR SHALL NOT STORE MATERIALS OR EQUIPMENT, PERMIT BURNING, OPERATE OR PARK EQUIPMENT UNDER THEBRANCHES OF ANY EXISTING PLANT TO REMAIN EXCEPT AS ACTUALLY REQUIRED FOR CONSTRUCTION IN THOSE AREAS. THE CONTRACTORSHALL PROVIDE FENCES OR OTHER BARRIERS AS NECESSARY AT THE DRIP LINE OR AROUND TREE TRUNKS TO PROTECT EXISTING PLANTSFROM DAMAGE DURING CONSTRUCTION CALLED FOR BY THE PLANS.13. LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK WITH RELATED CONTRACTORS AND WITH THE GENERAL CONSTRUCTIONOF THE PROJECT.14. ROOT BARRIERS SHALL BE INSTALLED IN ALL INSTANCES WHERE A LARGE CANOPY OR SPECIMEN TREE IS PLANTED WITHIN 10' OFPAVEMENT OR BUILDINGS, AND AS DIRECTED BY THE LANDSCAPE ARCHITECT.15. STAKE TREE AND PALM LOCATIONS AND OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT PRIOR TO PLANTING TREES AND PALMS.16. REFER TO LANDSCAPE DETAILS SHEET L5.02 FOR ADDITIONAL INFORMATION.17. LANDSCAPE CONTRACTOR SHALL PROVIDE 3" LAYER OF DARK BROWN WOOD BARK MULCH COVER OVER ALL PLANTING AREAS ASDEFINED IN THE LANDSCAPE SHEETS. SUBMIT MULCH SAMPLE FOR APPROVAL.DRAWNBYCPHECKEDBYROJECTNODATEISSUEDRACPHERODASCALE: 12" = 1'-0"5/1/2024 12:14:50 PM ########2022051MADISON CLUB - COMFORT STATION 53035 MERIWETHER WAY LA QUINTA, CA 9225312.27.23DD PRICING SET02.02.24PERMIT SET04.29.24PERMIT RE-SUBMITTALL0.01GENERAL NOTES E§zz§ to yl& nO v . CD § o &t+ HIHlga@gh §EOE§ .� NOUVIsidomOo-8n]D NOS|QVW :_ , ■ . - >�, «x, , CSZZ6 VDVINino v� AVM HIHIINMIN SCOCS NOUVIs idomoo - i3nlD NOSIGVW cm cm � MN ------------- - - - - - - - - - - h LU LU C) "I. z \'000 (D �A ll, DRAWNBYCPHECKEDBYROJECTNODATEISSUEDRACPHERODASCALE: 12" = 1'-0"5/1/2024 12:15:19 PM ########2022051MADISON CLUB - COMFORT STATION 53035 MERIWETHER WAY LA QUINTA, CA 9225312.27.23DD PRICING SET02.02.24PERMIT SET04.29.24PERMIT RE-SUBMITTAL12" MIN.2X DIAMETER OF CONTAINERROOTBALLNOTE:1.TRUNK MUST BE PROTECTED FROM ROPE SLING BURNSAND ABRASIONS DURING MOVING.TREE GUYINGNOT TO SCALEREMOVE 70% (MAX.) OF LEAF CANOPY AND BRANCHES UP TO 1"DIA. FOR FIELD STOCK5/8" I.D. RUBBER HOSE TO ENCASE GUY WIRE(3) SINGLE STRAND 9 GAUGE GALV. WIRES EQUALLY SPACEDWITH (2) WHITE FLAGS (MIN.) PER GUY WIRE6" SOIL BERM(10) PLANTING TABLETS (21 GRAMS, 20-10-5)BURIED STAKES, 30" LONG x 7 REBAR FOR FIELD STOCK AND24" x NO. 4 REBAR FOR 25 GAL.BACKFILL MIX: SOIL SPEC PER LANDSCAPE CONTRACTORFRACTURE COMPACTED SUBGRADE 12"-18" PUDDLE AND SETTLEBOTTOM FILL PRIOR TO SETTING PALM1TREE STAKINGNOT TO SCALE12" MIN 2X DIAMETER OFCONTAINERROOTBALLPREVAILINGWINDNOTES:1.TRUNK MUST BE PROTECTED FROMROPE SLING BURNS AND ABRASIONSDURING MOVING.2.80" VERTICAL CLEARANCE SHALL BEMAINTAINED OVER ALL SIDEWALKS PERA.D.A. SPECIFICATIONS(1)- 2"x 2"x 8'-0" REDWOOD STAKE DO NOT DRIVE THROUGHROOTBALL(1) 5/8" I.D. RUBBER TREE TIE/STRIP6" SOIL BERMFINISH GRADE(4) PLANTING TABLETS TYP. SYMBOL (21 GRAMS, 20-10-5)BACKFILL MIX: SOIL SPEC PER LANDSCAPE CONTRACTORFRACTURE COMPACTED SUBGRADE 12"-18" PUDDLE ANDSETTLE BOTTOM FILL PRIOR TO SETTING TREE2ROOT BALL11 2X DEPTH OFCONTAINER 2X DIA OFCONTAINERSHRUB PLANTING1" = 1'-0"TYPICAL SHRUB (AS SPECIFIED)4" SOIL BERM, 3X ROOTBALL DIA.AROUND TREE(2) - PLANTING TABLETS (21 GRAMS,20-10-5)FINISH GRADEBACKFILL MIX: SOIL SPEC PERLANDSCAPE CONTRACTORFRACTURE COMPACTED SUBGRADE12"-18" PUDDLE AND SETTLE BOTTOMFILL PRIOR TO SETTING SHRUB31/2 SSSSSSGROUNDCOVER SPACING DIAGRAMNOT TO SCALEEDGE OF GROUNDCOVERPLANT LOCATIONS4L2.01PLANT DETAILS