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MBA 2022-0007 to SDP 2002-759 Welbehealth Senior Day Care Center (07.22.2022) July 22, 2022 Ms. Judy Yam MJY Group Inc 392 N Le May Ct Orange, CA 92867 SUBJECT: MODIFICATION BY APPLICANT 2022-0007 WELBEHEALTH SENIOR DAY CARE CENTER 46805 DUNE PALMS RD Dear Ms. Yam, The Design and Development Department has reviewed your request to change architectural elevations of an existing two-story commercial building located at 46805 Dune Palms Road. It has been determined that said plan modifications meet the qualifications of a Modification by Applicant, as the exterior changes shall not result in a significant change in the original project as approved by the decision- making authority as approved under Site Development Permit 2002-756. The proposal includes adjustments, substitutions, and additions to architectural features that do not result in a significant effect on the overall aesthetic or architectural style of the buildings. Therefore, the modification is approved as shown on the attached exhibits, subject to the following conditions of approval: 1. The applicant shall conform to all other corresponding Conditions of Approval for Specific Plan 99-036 Amendment, Site Development Permit 2002-756, and Environmental Assessment 99-383. 2. The applicant shall submit grading and construction plans as may be required to the City’s Design and Development Department. 3. Mechanical screening shall be provided so that the highest point of the equipment is below the surrounding parapet wall or other screening enclosure such that the equipment is not visible from a horizontal line of sight. Thank you for your attention to these items, and if you have any questions, please contact me directly at (760) 777-7086 and/or at sfernandez@laquintaca.gov . Sincerely, Sijifredo Fernandez Associate Planner Design and Development Attachments: 1) Plan Set GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE FOLLOWING AND ALL OTHER APPLICABLE CODES AND ORDINATES. CALIFORNIA BUILDING CODE 2019 (VOL 1 & 2) CALIFORNIA FIRE CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE 2019 ALL LOCAL ORDINANCES 2. ANY CONFLICT WITH THESE PLANS AND EXISTING CONDITIONS OR BUILDING CODES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 3. ALL WORK SHALL BE IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 4. CONTRACTOR TO COORDINATE WITH EQUIPMENT SUPPLIERS FOR POWER REQUIREMENTS, BLOCKING LOCATIONS, SUPPORT FOR EQUIPMENT,PLUMBING REQUIREMENTS AND ROUGH-IN LOCATIONS. 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. 6. CONTRACTOR SHALL PATCH AND/OR REPAIR ALL SURFACES AND MATERIALS DAMAGED DUE TO THIS WORK TO MATCH ADJACENT SURFACES IN TEXTURE, MATERIAL AND COLOR. 7. WITH THE EXCEPTION OF ANY SALVAGEABLE ITEMS (AS DIRECTED BY THE ARCHITECT AS TO BE RETAINED) ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL PROMPTLY REMOVE THESE MATERIALS FROM THE PREMISES WITH APPROVAL FROM OWNER. 8. CONTRACTOR, PRIOR TO ANY WORK, SHALL COORDINATE WITH ALL OTHER TRADES, (CIVIL, ELECTRICAL, ETC.,) IN ORDER TO CONFIRM EXACT EXTENT OF WORK TO BE PERFORMED. IF THERE ARE ANY DISCREPANCIES, CONTACT THE ARCHITECT IMMEDIATELY FOR CORRECTION, CLARIFICATION OR ADJUSTMENT. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IDENTIFICATION AND TREATMENT OF TOXIC MATERIALS. SAID WORK SHALL BE IN ACCORDANCE WITH ALL CITY, STATE AND FEDERAL RULES AND ORDINANCES. WORK SHALL BE FURNISHED ON A DESIGN-BUILD BASIS AND IS NOT PART OF THE SCOPE OF WORK UNDER THESE DRAWINGS. 10. CONTRACTOR IS RESPONSIBLE FOR ALL AREA TAKE-OFFS. AREAS NOTED UNDER PROJECT DATA ARE FOR BUILDING PERMIT PURPOSE ONLY. 11. ALL NEW CONCRETE FLATWORK AND CURBS SHALL CONFORM TO CITY STANDARDS. 12. PRIOR TO SUBMITTAL OF ANY BIDS, GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE PROJECT SITE TO BECOME FULLY AWARE OF THE SITE CONDITIONS AND EXTENT OF THEIR WORK. 13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS WITH THE PERTINENT SUBCONTRACTORS PRIOR TO ANY FABRICATION OF WORK. GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING IF A DISCREPANCY EXISTS BETWEEN THE ARCHITECTURAL DRAWINGS AND ANY OTHER CONSULTANTS WORK, INCLUDING BUT NOT LIMITED TO, THE MECHANICAL, ELECTRICAL OR PLUMBING DRAWINGS. THE CONTRACTOR SHALL NOT INSTALL ANY WORK THAT IS UNDER REVIEW PRIOR TO EVALUATION BY THE ARCHITECT AND / OR CONSULTANT. ANY WORK THAT IS INSTALLED PRIOR TO EVALUATION SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND MAY BE SUBJECT TO CORRECTION AT HIS OR HER EXPENSE AT NO ADDITIONAL COST TO THE OWNER. 14. IN CASE OF DISCREPANCIES OR CONFLICTS IN INFORMATION OR REQUIREMENTS WITHIN THE DRAWINGS, WITHIN THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE MOST EXPENSIVE REQUIREMENT SHALL BE THE BASIS OF THE CONTRACT. OBVIOUS OR INCIDENTAL ERRORS THAT CAN BE IDENTIFIED BY CASUAL REVIEW OF THE PLANS, INCLUDING BUT NOT LIMITED TO, TYPOGRAPHICAL ERROR, INFORMATION CONCEALED BY OVERLAPPING LINE WORK, INCORRECTLY NOTED DRAWING SCALES, AND NON-SENSICAL INFORMATION SHALL NOT BE CAUSE FOR CHANGE ORDER. ALL SUCH CONFLICTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING. IN CASE OF DISCREPANCIES OR CONFLICTS IN INFORMATION OR REQUIREMENTS WITHIN THE DRAWINGS, WITHIN THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE MOST EXPENSIVE REQUIREMENT SHALL BE THE BASIS OF THE CONTRACT. OBVIOUS OR INCIDENTAL ERRORS THAT CAN BE IDENTIFIED BY CASUAL REVIEW OF THE PLANS, INCLUDING BUT NOT LIMITED TO, TYPOGRAPHICAL ERROR, INFORMATION CONCEALED BY OVERLAPPING LINE WORK, INCORRECTLY NOTED DRAWING SCALES, AND NON-SENSICAL INFORMATION SHALL NOT BE CAUSE FOR CHANGE ORDER. ALL SUCH CONFLICTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING. 15. GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL OBTAIN AND REVIEW ALL DOCUMENTATION PROVIDED BY THE EQUIPMENT VENDOR AND COMPLY WITH ALL REQUIREMENTS FOR THE AREA OF WORK. COORDINATE WITH THE EQUIPMENT VENDOR TO ENSURE THE DOCUMENT(S) PROVIDED BY THE VENDOR IS CURRENT AND APPLICABLE TO THIS SPECIFIC PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE VENDOR TO DETERMINE FINAL SCOPE OF WORK TO BE PERFORMED BY GENERAL CONTRACTOR. 16. AUTOMATIC FIRE SPRINKLER SYSTEM AND UNDERGROUND FIRE SERVICE: CONTRACTOR SHALL DESIGN AND INSTALL THE SYSTEM AS REQUIRED FOR THE SHELL BUILDING INCLUDING BUT NOT LIMITED TO HEADS IN ALL AREAS WHICH WILL BE ABOVE THE FUTURE FINISHED CEILING, IN ALL REQUIRED CONCEALED SPACES INCLUDING BUT NOT LIMITED TO CAVITIES, ALL EXTERIOR SPACES AND AS OTHERWISE REQUIRED. THE SPACE DIRECTLY ABOVE THE FUTURE SUSPENDED CEILING LEVEL SHALL NOT BE CONSIDERED A NON-COMBUSTIBLE PLENUM SPACE. ALL PIPING LOCATIONS SHALL BE COORDINATED WITH ALL SUBCONTRACTORS AND SHALL ACCOUNT FOR FUTURE WORK WHICH WILL BE INSTALLED UNDER THE TENANT IMPROVEMENT CONTRACT. IN GENERAL, ALL HORIZONTAL PIPING RUNS BELOW THE FIRE RATED ROOF ASSEMBLY SHALL BE HELD AS HIGH AS POSSIBLE. PIPING WHICH IS PROPOSED TO BE 9" OR MORE BELOW THE FIRE ASSEMBLY SHALL BE IDENTIFIED AND BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR REVIEW AND COMMENT PRIOR TO SUBMITTING PLANS TO THE AUTHORITY HAVING JURISDICTION. THE SYSTEM SHALL BE SIZED AND PREPPED INCLUDED THREADED AND PLUGGED CONNECTIONS AS REQUIRED BY FOR FUTURE TENANT IMPROVEMENTS AND APPLICABLE CODES. CONTRACTOR SHALL DESIGN AND INSTALL A COMPLETE TURNKEY SPRINKLER SYSTEM (LESS DROPS AND HEADS IN TENANT'S SPACE) THAT MEETS ALL LOCAL BUILDING AND NFPA LIFE SAFETY CODES CURRENTLY ADOPTED EDITION. THIS SYSTEM SHALL BE ON A DEDICATED WATER LINE INDEPENDENT OF FUTURE TENANT'S WATER LINE REQUIREMENTS, INCLUDING MUNICIPAL APPROVED SHOP DRAWINGS, SERVICE DROPS AND SPRINKLER HEADS AT HEIGHTS PER THE SHELL AND TENANT IMPROVEMENT REFLECTIVE CEILING PLAN (AVAILABLE ON REQUEST FROM THE ARCHITECT), FLOW CONTROL SWITCHES WIRED AND TESTED, ALARMS INCLUDING WIRING AND AN ELECTRICALLY/TELEPHONICALLY CONTROLLED FIRE ALARM CONTROL PANEL CONNECTED TO A MONITORING SYSTEMS FOR EMERGENCY DISPATCH. CONTRACTOR SHALL PROVIDE MAIN FIRE ALARM PANEL THAT SERVES THE TENANT SPACE AND WILL HAVE THE CAPACITY TO ACCOMMODATE DEVICES IN TENANT SPACE BASED ON FINAL APPROVED FIRE ALARM SYSTEM APPROVED BY LOCAL BUILDING OR FIRE DEPARTMENT. IF LEASE SPACE IS IN A MULTI TENANT BUILDING THEN CONTRACTOR SHALL PROVIDE FIRE ALARM PANEL TO ACCOMMODATE ALL TENANTS AND LOCATE PANEL IN A COMMON ROOM WITH CONDUIT STUB INTO EACH TENANT SPACE. CONTRACTOR SHALL PROVIDE DESIGN AND INSTALL ALL UNDERGROUND SERVICE WORK COMPLETE AND AS REQUIRED TO SERVICE THE BUILDING FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL SUBMIT ENGINEERED SHOP DRAWINGS TO THE AUTHORITY HAVING JURISDICTION AND OBTAIN AND PAY FOR ALL REQUIRED PERMITS. WORK SHALL INCLUDE BUT IS NOT LIMITED TO TRENCHING, STREET TAPS, PIPING, THRUST BLOCKS, BACKFILL AND PATCHING, POST INDICATOR VALVE, BACK FLOW PREVENTERS AND OTHER APPURTENANCES AS MAY BE REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND TO CONFORM ALL CODES AND REGULATIONS. 1. FINISH FLOOR ELEVATIONS ARE FROM TOP OF CONCRETE SLAB, U.O.N. CEILING HEIGHT DIMENSIONS ARE THE FINISHED CEILING SURFACE . U.O.N. 2. GENERAL CONTRACTOR SHALL COORDINATE WALL TYPES TO ENSURE THAT WALLS ARE ALIGNED AFTER THE FINISHED TREATMENT IS APPLIED. 3. METAL FRAMING SHALL BE INSTALLED TO ALLOW INSTALLATION OF ALL PIPES, CONDUIT, DUCTWORK AND APPURTENANCES WITH A MINIMUM AMOUNT OF CUTTING. CONTRACTOR SHALL PROVIDE & INSTALL ALL REINFORCING STIFFENERS, BACKING PLATES AND SUPPORT BRACKETS REQUIRED FOR THE COMPLETE INSTALLATION OF WALL MOUNTED OR SUSPENDED CASEWORK, TOILET ACCESSORIES, MECHANICAL, ELECTRICAL, PLUMBING AND MISCELLANEOUS EQUIPMENT. 4. GYPSUM WALL BOARD AT FIRE RATED ASSEMBLIES SHALL EXTEND TO THE UNDERSIDE OF THE ROOF SHEATHING OR FIRE PROOFING MATERIAL. 5. CONTRACTOR TO INSTALL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGE CONDITIONS. INSTALL METAL CASING BEADS WHEN WALLBOARD TERMINATES TO A DISSIMILAR MATERIAL AND APPLY SEALANT IN GAP BETWEEN CASING BEAD AND ADJACENT MATERIAL WHERE REQUIRED. COORDINATE WITH FIRE ASSEMBLIES FOR FIRE RESISTIVE CAULKING LOCATIONS. 6. EQUIPMENT IN RATED WALLS SHALL BE PROVIDED WITH GYPSUM BACKING BOARD OF THE SAME RATING AND THICKNESS AS THE FACE LAYERS IN ORDER TO MAINTAIN THE FIRE RATING OF THAT WALL ASSEMBLY. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING THE SIZES & LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS, BASES; CURB, CURB LEVELERS, AS WELL AS THE ELECTRICAL POWER, WATER SUPPLY AND DRAIN INSTALLATION WITH ALL EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK. ANY CHANGES TO THE WORK TO ACCOMMODATE FIELD CONDITIONS OR SUBSTITUTIONS DURING CONSTRUCTION SHALL BE MADE WITH NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. 8. FIRE DAMPERS SHALL BE INSTALLED AT LOCATIONS WHERE DUCTS PENETRATE FIRE ASSEMBLIES IN WALLS OR CEILINGS AS REQUIRED BY CODE AND PER THE SPECIFIC RATING OF THAT WALL. 9. ALL WORK REQUIRED TO REPAIR DAMAGES TO PUBLIC PROPERTY AS A RESULT OF THE NEW WORK SHALL BE IN ACCORDANCE WITH STANDARDS OF THE GOVERNING AUTHORITY HAVING JURISDICTION. REPAIRED WORK SHALL MATCH EXISTING BUILDING UNLESS OTHERWISE NOTED OR DIRECTED BY GOVERNING AUTHORITY. 10. ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN ACCORDANCE WITH CITY REQUIREMENTS. 11. MANUFACTURER'S DATA RELATED TO SMOKE DETECTION SYSTEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 12. UNLESS OTHERWISE NOTED, LANDLORD SHALL BE RESPONSIBLE FOR DEMOLITION OF ANY INTERIOR PARTITIONS, PLUMBING, ELECTRICAL, MECHANICAL AND FINISHES OF THE EXISTING BUILDING, INCLUDING THE EXISTING EXTERIOR WALL SEPARATING THE EXISTING AND NEW STRUCTURES AS REQUIRED FOR NEW WORK. 13. ALL WORK TO BE PERFORMED BY BUILDING OWNER SHALL BE IN FULL COMPLIANCE WITH ADA AND TITLE 24 CA ACCESSIBILITY REQUIREMENTS TO INCLUDE, BUT NOT LIMITED TO, NEW ACCESSIBLE PARKING, CURBS, I OCCUPANCY ACCESSIBLE REQUIREMENTS SUCH AS ADDITIONAL PARKING, VAN DROP OFF. (IF APPLICABLE). WALKWAYS, SIGNAGE, EXTERIOR LIGHTING, EXTERIOR DOOR, DOOR HARDWARE AND THRESHOLDS, AND PATH OF TRAVEL TO THE PUBLIC RIGHT OF WAY. LANDLORD'S CONTRACTORS SHALL CLOSELY COORDINATE ALL REQUIRED WORK WITH TENANT GENERAL CONTRACTOR FOR COMPLETE AND UNIFORM CONSTRUCTION INTERFACE. 14. IT IS RECOMMENDED THAT THE GENERAL CONTRACTOR, SUBCONTRACTOR OR OTHER RESPONSIBLE PARTIES IN CHARGE OF REMOVAL OF EXISTING FLOORING COMPOUND, TO USE APPROPRIATE REMOVAL CHEMICALS OR AGENTS THAT ARE COMPATIBLE WITH NEW FLOORING, ADHESIVE AND APPLICATIONS. PRODUCTS SUCH AS D-LIMONENE MAY RESULT IN THE FAILURE OF ADHESION OF THE FLOORING TO THE SUBSTRATE OR APPLICATION OF THE FLOORING. FLOORING REPLACEMENT, PREPARATION AND OR REPAIR RESULTING FROM ANY ADHESION OR APPLICATION ISSUES RESULTING FROM USE OF NON-COMPATIBLE FLOORING COMPOUND REMOVAL CHEMICAL OR AGENT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, SUBCONTRACTOR OR OTHER RESPONSIBLE PARTY IN CHARGE OF THE REMOVAL OF THE EXISTING FLOORING COMPOUND. 15. FIRE DEPARTMENT NOTES AND INFORMATION: A. CONTRACTOR TO SCHEDULE THE FINAL INSPECTION IN ADVANCE WITH THE FIRE INSPECTOR TO ENSURE SCHEDULED COMPLETION OF THE PROJECT. B. CONTRACTOR SHALL INSTALL PORTABLE FIRE EXTINGUISHERS (FIRE EXTINGUISHER CABINETS) PER IFC STANDARD 10.1. PROVIDE 2A-10: B-C FIRE EXTINGUISHERS MOUNTED 3'-6" ABOVE THE FINISHED FLOOR. ASSURE 75 FOOT MAXIMUM TRAVEL DISTANCE IS MAINTAINED WITHIN EACH INDIVIDUAL SPACE. PORTABLE FIRE EXTINGUISHERS WITH A RATING NOT LESS THAN 20BC SHALL BE INSTALLED IN ALL MECHANICAL & ELECTRICAL ROOMS OR AS DIRECTED BY THE FIRE MARSHAL. FIRE EXTINGUISHER SHALL BE SEMI-RECESSED U.O.N. C. A NEW FIRE SPRINKLER SYSTEM SHALL BE INSTALLED PER NFPA STANDARD #13, 2016 EDITION, AS AMENDED IN SECTIONS 903.3.1.1 OF THE 2019 CALIFORNIA BUILDING CODE TO PROTECT THE NEW TENANT SPACE. FIRE SPRINKLER PLANS SHALL BE SUBMITTED TO CITY FIRE DEPARTMENT/ FIRE MARSHALL FOR APPROVAL PRIOR TO INSTALLATION. ANY CHANGES AFTER INITIAL SUBMITTAL TO ACCOMMODATE EXISTING CONDITIONS SHALL BE RESUBMITTED FOR REVIEW AND APPROVAL AT NO ADDITIONAL COST TO OWNER. D. AUTOMATIC FIRE SPRINKLER SYSTEMS & ALL CONTROL VALVES SHALL BE SUPERVISED TO A U.L. LISTED MONITORED CENTRAL ALARM STATION. E. ALL DRAWINGS FOR ALARM, COMMUNICATIONS, LIFE SAFETY, PRESSURIZATION & SMOKE CONTROL SYSTEMS SHALL BE REVIEWED AND APPROVED BY THE FIRE MARSHALL PRIOR TO INSTALLATION. F. DECORATIVE FINISH MATERIALS SHALL BE FLAME RETARDANT TREATED PER CCR TITLE 19 807.1 G. ANY OR ALL OF THE ABOVE NOTES (A) THROUGH (F) MAY BE CHANGED, MODIFIED OR SUPERCEDED AS DIRECTED BY THE FIRE MARSHAL OR GOVERNING AUTHORITY. CONTRACTOR TO VERIFY ALL REQUIREMENTS WITH FIRE MARSHALL PRIOR TO FABRICATION OR INSTALLATION OF WORK. H. SUBMIT SEPARATE PLANS FOR FIRE ALARMS TO FIRE DEPARTMENT BY UL CERTIFIED FIRE ALARM COMPANY UNLESS INCLUDED HEREIN. I. SUBMIT SEPARATE PLANS FOR FIRE SPRINKLER SYSTEM TO BUILDING DEPARTMENT UNLESS INCLUDED HEREIN J. FIRE ALARM SYSTEM SHALL BE NFPA 72.FIRE ALARM SYSTEM AND FIRE SPRINKLER SYSTEM SHALL BE MONITORED PRIOR TO FINAL APPROVAL. K. A FIRE ALARM SYSTEM SHALL BE INSTALLED AS PER CBC SECTION 907.2.6.2 L. CONTRACTOR TO INSTALL INSPECTOR'S TEST VALVE (ITV) PER NFPA 13 AND NFPA 25. WHEN THE ITV IS OPENED, THE ALARM SYSTEM SHOULD BE ACTIVATED IN LESS THAN 90 SECONDS. THE EXIT ORIFICE FOR THE ITV SHOULD BE THE SIZE OF THE SMALLEST SPRINKLER HEAD INSTALLED IN THE FACILITY. 16. THE DESIGN-BUILD SUBCONTRACTOR SHALL OBTAIN ALL REQUIRED LICENSES, PERMITS AND PAY ALL NECESSARY FEES ASSOCIATED WITH THEIR WORK. THE DESIGN-BUILD CONTRACTOR SHALL NOT ENTER INTO ANY UNDERSTANDINGS, CODE INTERPRETATIONS OR SIMILAR AGREEMENTS WITH THE GOVERNING AGENCIES WHICH WILL NEGATIVELY IMPACT OTHER ASPECTS OF THE WORK, CREATE DELAYS, CREATE ADDITIONAL COSTS OR TRANSFER COSTS TO OTHERS. SHOULD THIS OCCUR, THE DESIGN-BUILD CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELATED COSTS. 17. CONTRACTOR WILL BE RESPONSIBLE TO PROVIDE ON A DESIGN-BUILD BASIS AN APPROVED AUTOMATIC FIRE SPRINKLER AND ALARM SYSTEM AS WELL AS OBTAIN ALL NECESSARY APPROVALS. (UNLESS INCLUDED HEREIN) 18. CONTRACTOR TO REVIEW CONCRETE SPECS IN SPECIFICATION PRIOR TO BID. GEN. CONTRACTOR TO DISTRIBUTE NECESSARY DRAWINGS TO TOPICAL TREATMENT OR ADMIXTURE SUPPLIER OR INSTALLER FOR COORDINATION. GEN. CONTRACTOR SHALL BE RESPONSIBLE FOR MOISTURE CONTROL. CONSTRUCTION NOTES REFERENCE SYMBOLS: DATUM POINT OR WORK POINT 1 A101 SIM SECTION NUMBER SECTION REFERENCE DRAWING NUMBER A101 1 SIM DETAIL NUMBER DETAIL REFERENCE DRAWING NUMBER A101 1 Ref 1Ref 1 Ref 1 RefINTERIOR ELEVATION KEY REVISION REFERENCE1 WALLS AND PARTITIONS: NEW WALL - SEE PARTITION TYPES FOR DESCRIPTION OF CONSTRUCTION ACOUSTICAL INSULATION OPENINGS: DOOR NUMBER101 WINDOW NUMBER1t WALL TYPE## GRID LINES 0 0 The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 G2-000 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALCOVER SHEET AND INDEX Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center ABBREVIATIONS PROJECT DATA SYMBOLS PROJECT TEAM SCHED SCHEDULE SECT SECTION SF SQUARE FEET SH SINGLE HUNG SHT SHEET SHTG SHEATHING SHWR SHOWER SIM SIMILAR SL SLIDER SMS SHEET METAL SCREW SPEC SPECIFICATIONS SPKLR SPRINKLER SQ SQUARE SST STAINLESS STEEL STAG STAGGERED STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMMETRICAL T&G TONGUE AND GROOVE TB TOWEL BAR TEL TELEPHONE TEMP TEMPERED, TEMPORARY TH THICK, THICKNESS TOC TOP OF CONCRETE, TOP OF CURB TOL TOLERANCE TOP TOP OF PAVEMENT TOS TOP OF STEEL, TOP OF SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TV TELEVISION TYP TYPICAL UBC UNIFORM BUILDING CODE UON UNLESS OTHERWISE NOTED V.I.F. VERIFY IN FIELD VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VNL SHEET VINYL VTR VENT TO ROOF W WEST W/ WITH W/O WITHOUT WP WATERPROOFING WT WEIGHT MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MLDG MOLDING MO MASONRY OPENING MS MACHINE SCREW MT MOUNT(ED)(ING) MTL METAL (N) NEW (NO) # NUMBER / POUND N NORTH NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE PERP PERPENDICULAR PKT POCKET PL PLATE, PROPERTY LINE PLWD PLYWOOD PR PAIR PREFAB PREFABRICATED PT POINT / PRESSURE TREATED PTD PAPER TOWEL DISPENSER PTN PARTITION PVMT PAVEMENT QT QUARRY TILE RA RETURN AIR RAD/R RADIUS RD ROOF DRAIN RDWD REDWOOD REF REFERENCE / REFRIGERATOR REINF REINFORCE(D)(ING)(MENT) REQ REQUIRED REV REVISION RH RIGHT HAND RM ROOM RND ROUND RO ROUGH OPENING RWL RAIN WATER LEADER S SOUTH S.C.D. SEE CIVIL DRAWINGS S.E.D. SEE ELECTRICAL DRAWINGS S.L.D. SEE LANDSCAPE DRAWINGS S.M.D. SEE MECHANICAL DRAWINGS S.S.D. SEE STRUCTURAL DRAWINGS SC SOLID CORE EXT EXTERIOR FA FIRE ALARM FD FLOOR DRAIN FE FIRE EXTINGUISHER FF FINISH FLOOR FF&E FIXTURES, FURNISHINGS & EQUIPMENT FH FLAT HEAD FIN FINISH FLR FLOOR FOB FACE OF BLOCK FOC FACE OF CONCRETE FOF FACE OF FINISH FOS FACE OF STUD FRP PREFINISHED FRP WALL PANELS FT FEET (FOOT) FTG FOOTING FXD FIXED GA GAUGE, GAGE GALV GALVANIZED GFRC GLASS-FIBER REINFORCED CEMENT GL GLASS GR GRADE GSM GALVANIZED SHEET METAL GWB/GB GYPSUM WALL BOARD / GYPSUM BOARD HB HOSE BIBB HC HOLLOW CORE HDR HEADER HDWD HARDWOOD HGT/HT HEIGHT HM HOLLOW METAL HORIZ HORIZONTAL HTG HEATING HVAC HEATING VENTILATION AIR CONDITIONING HW HOT WATER ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR JT JOINT LAM LAMINATE LAV LAVATORY LINO LINOLEUM LT LIGHT MAX MAXIMUM MB MACHINE BOLT MC MINERAL CORE / MEDICINE CABINET MECH MECHANICAL A/C AIR CONDITIONING AB ANCHOR BOLT ABV ABOVE AC ASPHALTIC CONCRETE ACC ACCESSIBLE ACOUS ACOUSTICAL ADJ ADJUSTABLE ASTM AMERICAN SOCIETY OF TESTING MATERIALS BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM CB CATCH BASIN CBC CALIFORNIA BUILDING CODE CEM CEMENT CER CERAMIC CJ COLD JOINT / CONTROL JOINT CL CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPOSITION CONC CONCRETE CONN CONNECTION CONT CONTINUOUS CPT CARPET CT CERAMIC TILE CW COLD WATER DF DRINKING FOUNTAIN / DOUGLAS FIR DIA DIAMETER DIM DIMENSION DN DOWN DR DOOR DS DOWNSPOUT DW DISHWASHER DWG DRAWING (E) EXISTING E EAST EA EACH EJ EXPANSION JOINT ELECT ELECTRICAL ELEV ELEVATOR EQ EQUAL EQUIP EQUIPMENT EW EACH WAY EXH EXHAUST EXP EXPANSION PHASE 2 & 3 DRAWING INDEXGENERALG2-000 COVER SHEET AND INDEXG2-001 ACCESSIBILITY DETAILSG2-002 ACCESSIBILITY DETAILSG2-003 ACCESSIBILITY DETAILS G2-011 CALGREEN BUILDING STANDARDS G2-012 CALGREEN BUILDING STANDARDS G2-013 CALGREEN BUILDING STANDARDS G2-101 CODE COMPLIANCE PLANS G2-320 ASSEMBLIES ARCHITECTURAL A2-101 DEMOLITION GROUND FLOOR A2-102 DEMOLITION SECOND FLOOR A2-104 DEMOLITION ROOF PLAN A2-111 OVERALL GROUND FLOOR PLAN A2-112 OVERALL SECOND FLOOR PLAN A2-113 ENLARGED STAIRS, SECTIONS & DETAILS A2-141 ROOF PLAN A2-201 EXISTING EXTERIOR ELEVATIONS A2-301 SECTIONS & DETAILS A2-601 DOOR SCHEDULE & DETAILS A2-602 EXTERIOR WINDOW SCHEDULE & DETAILS A3-102 SITE PLAN A3-201 EXTERIOR ELEVATIONS CIVIL (UNDER SEPARATE SUBMITTAL - FOR REFERENCE ONLY) 1 of 5 TITLE SHEET 2 of 5 DEMOLITION AND EROSION CONTROL PLAN 3 of 5 HORIZONTAL CONTROL PLAN 4 of 5 SITE IMPROVEMENT PLAN 5 of 5 DETAILS SHEET STRUCTURAL S1.0 TYPICAL NOTES S1.1 TYPICAL DETAILS S1.2 TYPICAL DETAILS S1.3 TYPICAL DETAILS S1.4 TYPICAL DETAILS S2.1 FOUNDATION PLAN S2.2 SECOND FLOOR FRAMING PLAN S2.3 LOW ROOF FRAMING PLAN S2.4 HIGH ROOF FRAMING PLAN S3.1 FOUNDATION DETAILS S4.1 DETAILS S4.2 DETAILS S4.3 DETAILS MSD WelbeHealth La Quinta PACE Center 46805 Dune Palms Road La Quinta, CA 92253 Project Owner: Market Street Development LLC 5930 Granite Lake Drive, Suite 110 Granite Bay, CA 95746 NSITE LOCATION SCOPE OF WORK: THE PROJECT IS TO PROVIDE SHELL REMODEL AND TENANT IMPROVEMENTS TO AN EXISTING BUILDING FOR AN SENIOR ADULT DAY CARE FACILITY. PROJECT LOCATION: 46805 DUNE PALMS ROAD LA QUINTA, CA 92253 ASSESSOR'S PARCEL NO:600-390-023 ZONING:CP (COMMERICAL PARK ZONE). NUMBER OF STORIES:2 TOTAL BUILDING HEIGHT:23'-6" MAX. (MAX ALLOWED: 55 FEET PER TABLE 503) OCCUPANCY:SEPARATED I-4 AND B OCCPANCIES PER CBC 508.3 FIRE SPRINKLER (YES/NO):YES -NFPA 13 CONSTRUCTION TYPE:TYPE V-B EXISTING BUILDING AREA:12,641 SF (GROUND FLOOR) 4,826 SF (SECOND FLOOR) EXISTING TOTAL BUILDING AREA:17,467 SF (GROSS) PROPOSED BUILDING AREA: 12,641 SF (GROUND) + 5,338 SF (SECOND) = 17,979 SF (GROSS) SINGLE ALLOWABLE OCCUPANCY VALUES CBC 503; TABLE 506.2; 506.5; 508.1 USING SM (WITHOUT HEIGHT INCREASE) FOOTNOTE. I-4 OCCUPANCY:27,000 SF ON GROUND FLOOR B OCCUPANCY: 27,000 SF ON SECOND FLOOR TABLE CBC 508.4 SEPARATED OCCUPANCY: PROVIDE 1 HR SEPARATION BETWEEN I-4 AND B: VERTICAL AND HORIZONTAL SEPARATION. CBC 508.4.2 ALLOWABLE BUILDING AREA THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL BUILDING AREA OF EACH SEPARATE OCCUPANCY DIVIDED BY ALLOWABLE BUILDING AREA SHALL NOT EXCEED 1. OCCUPANCY I-4: 12,641 SF OCCUPANCY B:5,338 SF [12,641/27,000] + [5,338/27,000] = 0.47 + 0.20 = 0.67 < 1 508.4.2 ALLOWABLE AREA OF OPENINGS:705.8.1 OWNER: MARKET STREET DEVELOPMENT LLC. 5390 GRANITE LAKE DRIVE, SUITE 110 GRANITE BAY, CA. 95746 206-605-6664 CONTACT: IAN STORILE ARCHITECT: HARRIMAN KINYON ARCHITECTS, INC. 1801 OAKLAND BLVD., SUITE 320 WALNUT CREEK, CA. 94596 925-934-1160 (FAX) 925-934-8132 CONTACT: DAVID KIM *STRUCTURAL ENGINEER: GOODNIGHT STRUCTURAL ENGINEERING 9628 CONDA WAY ELK GROVE, CA. 95624 916-897-2285 CONTACT: BRIAN GOODNIGHT *CIVIL ENGINEER: ATLAS CIVIL DESIGN 872 HIGUERA STREET SAN LUIS OBISPO, CA. 93401 213-810-8470 CONTACT: TYLER JOHNSON MECHANICAL/PLUMBING ENGINEER: ENGINEERING NETWORK 18 JULIE HIGHLANDS COURT LAFAYETTE, CA. 94549 925-370-6191 CONTACT: MFIROUZIAN@COMCAST.NET ELECTRICAL ENGINEER: JENSEN ENGINEERING INC. 1165 SCENIC DRIVE, SUITE A RENO, NEVADA 89521-2968 775-852-2288 CONTACT: GEORGE JENSEN TITLE 24 CONSULTANT: WADE ENERGY 1942 LINDA DRIVE PLEASANT HILL, CA. 94523 925-349-6063 CONTACT: TRAVIS WADE No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 10 PHASE 2 & 3 PC1 COMMENTS 6/10/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK 10 10 PLANNING APPROVAL ADMINISTRATIVE CASE# ____________________ EXHIBIT# ____________________ INITIAL sfernandez DATE 07/22/2022 4:32:31 PM MBA2022-0007 87 SF (E) FIRE RISER107 75 SF MACHINE RM108 89 SF ELEVATOR114 170 SF STAIRS106 101 SF ELECT109 184 SF STAIRS110 1/3 DIAGONAL = 57 FEET MIN. DISTANCE BETWEEN EXITS170' - 11" OVERALL DIAGONAL8.2 8.2SEPARATION > 57 FEET, OK133' - 2" EXI T SEPARATI ON(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.COL.8.1 8.3 8.3 8.3 8.3 11728 SF FUTURE I-4 & B OCCUPANCIES115 1.1 1.1 1.1 87 SF FIRE RISER207 89 SF ELEVATOR214 170 SF STAIRS206 101 SF ELECTRICAL209 185 SF STAIRS210 4787 SF FUTURE B OCCUPANCY222 527 SF FUTURE STORAGE AREA204(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.COL.COL.OPEN TO BELOWSEPARATION > 47.2 FEET, OK108' - 2 1/2" EXIT SEPARATION1.1 1.1 PARTITION/WALL LEGENDEXISTING PARITION/WALL TO REMAIN2x6 WOOD STUD WALL, 1 HR RATED, FULL HEIGHT.2x6 WOOD STUD WALL WITH PLYWOOD SHEATHING (SHEAR) FULL HEIGHT. 3 5/8" MTL STUD PARTITION, FULL HEIGHT. 6" MTL STUD PARTITION, FULL HEIGHT. 3 5/8" MTL STUD SOUND PARTITION (STC 47), FULL HEIGHT. 3 5/8" MTL STUD PARTITION, BRACED ABOVE CEILING. 3 5/8" MTL STUD SOUND PARTITION (STC 45), FULL HEIGHT. 6" MTL STUD FURRING, BRACED ABOVE CEILING. FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" (E) UPPER HT28' -4" B OCCUPANCY ON SECOND FLOOR I-4 OCCUPANCY ON GROUND FLOOR 15 G2-320 TYP.6 G2-320 TYP. 16 G2-320 TYP. G2-320 1 TYP. G2-3205TYP. The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 G2-101 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALCODE COMPLIANCE PLANS Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center 1/8" = 1'-0"G2-101 A PHASE 2 GROUND FLOOR - CODE 1/8" = 1'-0"G2-101 B PHASE 2 SECOND FLOOR - CODE SHEET NOTES PHASE 2 & 3 EGRESS PLANNOTE #DESCRIPTION1.1 TEMPORARY 2A10BC RATED PORTABLE FIRE EXTINGUISHER WITHOUT CABINET, TYP.MAXIMUM TRAVEL DISTANCE TO REACH FIRE EXTINGUISHER SHALL BE 75 FEET.8.1 AUTOMATIC SLIDING ENTRY DOOR8.2 48" WIDE EXIT DOOR WITH PANIC HARDWARE, SEE DOOR SCHEDULE8.3 36" WIDE EXIT DOOR WITH PANIC HARDWARE, SEE DOOR SCHEDULENUMBER OF STORIES:2OCCUPANCY:BUILT FOR FUTURE I-4, AND B OCCUPANCIESFIRE SPRINKLER (YES/NO):YES - NFPA 13CONSTRUCTION TYPE:TYPE V-B BUILDING AREA:12,386 SF (GROUND FLOOR) 5,338 SF (SECOND FLOOR) * NOTE THIS IS FUTURE OUTPATIENT CLINIC, ALL CARE < 24 HOURS. NO RESIDENT CARE RECIPIENTS TOTAL FUTURE OCCUPANTS: 275 OCCUPANTS FOR FIRST FLOOR, 80 ON SECOND FLOOR. BASED ON TI OCCUPANT BREAKDOWN TABLE MINIMUM NUMBER OF EXITS REQUIRED: 2 PER TABLE 1006.3(1) FOR 1-500 OCCUPANTS PER STORY NUMBER OF EXITS PROVIDED: 4 EXIT WIDTH CONFIRMATION DURING TI PLAN REVIEW GENERAL NOTES: 1. AT ANY TIME THE BUILDING IS OCCUPIED, THE MEANS OF EGRESS SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1 FOOT-CANDLE AT FLOOR LEVEL. 2. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE NORMALLY PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM THAT WILL PROVIDE POWER FOR NOT LESS THAN 90 MINUTES. 3. FIRE SAFETY DURING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH 2016 CALIFORNIA FIRE CODE CHAPTER 33. OCCUPANT LOAD CALCULATIONS No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 10 PHASE 2 & 3 PC1 COMMENTS 6/10/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK 1/8" = 1'-0"G2-101 1 CODE SECTION - PHASE 2&3 10 1 1 2 2 3 4 4 4.2 4.3 5.5 6 6 7 7 A A B C C.7 D D.1 D.1 E E.5 F G H K C.75 D.2 J E.2 F.3 F.9 J.9 X1 X6 X5 X4 X3 X2 F.2(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.2' - 4 1/2"8' - 4"7' - 2"10' - 0"E.9 (E) COL.(E) COL.(E) COL.(E) COL.(E) COL.2.1 6' - 0" 2' - 1 3/4" 6' - 4 1/4" 10' - 0" 2.2 2.2 17' - 10" 2.2 1' - 10 3/4" 10' - 6" 2.2 DEMO LEGEND(E) WALL/PARTITION TO REMAIN(E) TO BE REMOVED. (E) STOREFRONT / DOOR TO BE REMOVED The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A2-101 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALDEMOLITION GROUND FLOOR Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center 0'8'4'16 FEET2' 1. CONTRACTOR TO FULLY INSPECT (E) BUILDING CONDITIONS AND VERIFY ALL STRUCTURAL ELEMENTS OF THE BUILDING PRIOR TO REMOVAL OF (E) CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY IF THERE IS ANY CONFLICT BETWEEN (E) CONSTRUCTION TO REMAIN & PROPOSED DEMOLITION. IF REQUIRED, CONTRACTOR TO PROVIDE TEMPORARY SHORING DURING DEMOLITION WORK, TO PREVENT ANY STRUCTURAL FAILURE OF THE (E) STRUCTURE. 2. (E) WALLS TO REMAIN SHALL BE PATCHED, REPAIRED AND PAINTED TO MATCH ADJACENT NEW WALL FINISHES, IF APPLICABLE. 3. REMOVE (E) FLOOR FINISH, PATCH, REPAIR, LEVEL AND PREPARE SUB FLOOR TO RECEIVE NEW FLOOR FINISH, INCLUDING BUT NO LIMITED TO ANY FLOOR SURFACES THAT MAY REQUIRE ADDITIONAL LEVELING FOR A SMOOTH EVEN FINISH INSTALLATION. 4. REMOVE ENTIRE (E) CEILING ASSEMBLIES, LIGHT FIXTURES, ELECTRICAL CONDUITS, DUCT WORK/DIFFUSERS & OTHER MISCELLANEOUS ITEMS NOT NEEDED FOR THIS PROJECT. TERMINATE AND CAP ALL ELECTRICAL WIRES PER CODE. 5. CONTACT UTILITY COMPANIES TO VERIFY THAT UTILITIES, SUCH AS GAS HAVE BEEN DISCONNECTED PRIOR TO BEGINNING DEMOLITION WORK. 6. WITH THE EXCEPTION OF ANY SALVAGEABLE ITEMS (AS DIRECTED BY THE BUILDING OWNER OR CLIENT AS TO BE RETAINED) ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL PROMPTLY RECYCLE OR REMOVE THESE MATERIALS FROM THE PREMISES PER CITY AND/OR COUNTY REQUIREMENTS. 7. CONTRACTOR, PRIOR TO ANY WORK, SHALL COORDINATE WITH ALL OTHER TRADES, (CIVIL, ELECTRICAL, ETC.,) IN ORDER TO CONFIRM EXACT EXTENT OF WORK TO BE PERFORMED. IF THERE ARE ANY DISCREPANCIES, CONTACT THE ARCHITECT IMMEDIATELY FOR CORRECTION, CLARIFICATION OR ADJUSTMENT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL PERMITS AND / OR FEES ASSOCIATED WITH THE COMPLETE DEMOLITION AND PREPARATION OF THE T.I. SPACE FOR FUTURE TENANT IMPROVEMENT. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IDENTIFICATION AND TREATMENT OF TOXIC MATERIALS. SAID WORK SHALL BE IN ACCORDANCE WITH ALL CITY, STATE AND FEDERAL RULES AND ORDINANCES. WORK SHALL BE FURNISHED ON A DESIGN-BUILD BASIS AND IS NOT PART OF THE SCOPE OF WORK UNDER THESE DRAWINGS. 10. ALL TRENCHING/SAW CUTTING FOR PLUMBING & ELECTRICAL SHALL BE POURED BACK IN CONCRETE TO MATCH (E) AND SHALL MEET ALL CONDITIONS FOR FLOORING INSTALLATIONS. 11. IN THE PROCESS OF DEMOLITION; ALL UTILITIES SERVING AND ADJACENT SPACE SHALL REMAIN INTACT AND OPERATIONAL UNLESS SPECIFICALLY NOTED OR REQUIRED TO BE REMOVED FOR THE PURPOSES OF THE INTENDED PROJECT DESIGN. IF ANY UTILITIES ARE REQUIRED TO BE REMOVED OR CAPPED THEN THE GC SHALL COORDINATE ALL CAPPING OFF LOCATIONS AND UTILITY SHUT DOWN SEQUENCES WITH THE LANDLORD GROUP AND / OR ADJACENT TENANTS / ENTITIES HAVING AUTHORITY. 12. ALL EXISTING INSULATION AT EXTERIOR WALLS TO REMAIN GENERAL NOTES: 1/8" = 1'-0" PHASE 2 DEMO GROUND FLOOR PLAN No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK SHEET NOTES PHASE 2 DEMO NOTES NOTE #DESCRIPTION 2.1 PROVIDE NEW OPENING FOR FUTURE DOOR OR WINDOW. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL WORK. 2.2 REMOVE EXISTING STOREFRONT GLAZING SYSTEM. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL WORK. 1 1 2 2 3 4 4 4.2 4.3 5.5 6 6 7 7 A A B C C.7 D D.1 E E.5 F G H K C.75 D.2 J E.2 F.3 F.9 J.9 X1 X6 X5 X4 X3 X2 F.2(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.E.9 DEMO LEGEND(E) WALL/PARTITION TO REMAIN(E) TO BE REMOVED. (E) STOREFRONT / DOOR TO BE REMOVED The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A2-102 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALDEMOLITION SECOND FLOOR Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center 0'8'4'16 FEET2' 1. CONTRACTOR TO FULLY INSPECT (E) BUILDING CONDITIONS AND VERIFY ALL STRUCTURAL ELEMENTS OF THE BUILDING PRIOR TO REMOVAL OF (E) CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY IF THERE IS ANY CONFLICT BETWEEN (E) CONSTRUCTION TO REMAIN & PROPOSED DEMOLITION. IF REQUIRED, CONTRACTOR TO PROVIDE TEMPORARY SHORING DURING DEMOLITION WORK, TO PREVENT ANY STRUCTURAL FAILURE OF THE (E) STRUCTURE. 2. (E) WALLS TO REMAIN SHALL BE PATCHED, REPAIRED AND PAINTED TO MATCH ADJACENT NEW WALL FINISHES, IF APPLICABLE. 3. REMOVE (E) FLOOR FINISH, PATCH, REPAIR, LEVEL AND PREPARE SUB FLOOR TO RECEIVE NEW FLOOR FINISH, INCLUDING BUT NO LIMITED TO ANY FLOOR SURFACES THAT MAY REQUIRE ADDITIONAL LEVELING FOR A SMOOTH EVEN FINISH INSTALLATION. 4. REMOVE ENTIRE (E) CEILING ASSEMBLIES, LIGHT FIXTURES, ELECTRICAL CONDUITS, DUCT WORK/DIFFUSERS & OTHER MISCELLANEOUS ITEMS NOT NEEDED FOR THIS PROJECT. TERMINATE AND CAP ALL ELECTRICAL WIRES PER CODE. 5. CONTACT UTILITY COMPANIES TO VERIFY THAT UTILITIES, SUCH AS GAS HAVE BEEN DISCONNECTED PRIOR TO BEGINNING DEMOLITION WORK. 6. WITH THE EXCEPTION OF ANY SALVAGEABLE ITEMS (AS DIRECTED BY THE BUILDING OWNER OR CLIENT AS TO BE RETAINED) ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL PROMPTLY RECYCLE OR REMOVE THESE MATERIALS FROM THE PREMISES PER CITY AND/OR COUNTY REQUIREMENTS. 7. CONTRACTOR, PRIOR TO ANY WORK, SHALL COORDINATE WITH ALL OTHER TRADES, (CIVIL, ELECTRICAL, ETC.,) IN ORDER TO CONFIRM EXACT EXTENT OF WORK TO BE PERFORMED. IF THERE ARE ANY DISCREPANCIES, CONTACT THE ARCHITECT IMMEDIATELY FOR CORRECTION, CLARIFICATION OR ADJUSTMENT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL PERMITS AND / OR FEES ASSOCIATED WITH THE COMPLETE DEMOLITION AND PREPARATION OF THE T.I. SPACE FOR FUTURE TENANT IMPROVEMENT. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IDENTIFICATION AND TREATMENT OF TOXIC MATERIALS. SAID WORK SHALL BE IN ACCORDANCE WITH ALL CITY, STATE AND FEDERAL RULES AND ORDINANCES. WORK SHALL BE FURNISHED ON A DESIGN-BUILD BASIS AND IS NOT PART OF THE SCOPE OF WORK UNDER THESE DRAWINGS. 10. ALL TRENCHING/SAW CUTTING FOR PLUMBING & ELECTRICAL SHALL BE POURED BACK IN CONCRETE TO MATCH (E) AND SHALL MEET ALL CONDITIONS FOR FLOORING INSTALLATIONS. 11. IN THE PROCESS OF DEMOLITION; ALL UTILITIES SERVING AND ADJACENT SPACE SHALL REMAIN INTACT AND OPERATIONAL UNLESS SPECIFICALLY NOTED OR REQUIRED TO BE REMOVED FOR THE PURPOSES OF THE INTENDED PROJECT DESIGN. IF ANY UTILITIES ARE REQUIRED TO BE REMOVED OR CAPPED THEN THE GC SHALL COORDINATE ALL CAPPING OFF LOCATIONS AND UTILITY SHUT DOWN SEQUENCES WITH THE LANDLORD GROUP AND / OR ADJACENT TENANTS / ENTITIES HAVING AUTHORITY. 12. ALL EXISTING INSULATION AT EXTERIOR WALLS TO REMAIN GENERAL NOTES: 1/8" = 1'-0" PHASE 2 DEMO SECOND FLOOR PLAN No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK 1 1 2 2 3 4 4 5.5 6 6 7 7 A A B C C.7 D D.1 E E.5 F G H K C.75 D.2 J E.2 F.3 F.9 J.9 X1 X6 X5 X4 X3 X2 F.2 E.9 DEMO LEGEND(E) WALL/PARTITION TO REMAIN(E) TO BE REMOVED. (E) STOREFRONT / DOOR TO BE REMOVED The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A2-104 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALDEMOLITION ROOF PLAN Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center 1/8" = 1'-0" PHASE 2 DEMO ROOF PLAN 1. CONTRACTOR TO FULLY INSPECT (E) BUILDING CONDITIONS AND VERIFY ALL STRUCTURAL ELEMENTS OF THE BUILDING PRIOR TO REMOVAL OF (E) CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY IF THERE IS ANY CONFLICT BETWEEN (E) CONSTRUCTION TO REMAIN & PROPOSED DEMOLITION. IF REQUIRED, CONTRACTOR TO PROVIDE TEMPORARY SHORING DURING DEMOLITION WORK, TO PREVENT ANY STRUCTURAL FAILURE OF THE (E) STRUCTURE. 2. (E) WALLS TO REMAIN SHALL BE PATCHED, REPAIRED AND PAINTED TO MATCH ADJACENT NEW WALL FINISHES, IF APPLICABLE. 3. REMOVE (E) FLOOR FINISH, PATCH, REPAIR, LEVEL AND PREPARE SUB FLOOR TO RECEIVE NEW FLOOR FINISH, INCLUDING BUT NO LIMITED TO ANY FLOOR SURFACES THAT MAY REQUIRE ADDITIONAL LEVELING FOR A SMOOTH EVEN FINISH INSTALLATION. 4. REMOVE ENTIRE (E) CEILING ASSEMBLIES, LIGHT FIXTURES, ELECTRICAL CONDUITS, DUCT WORK/DIFFUSERS & OTHER MISCELLANEOUS ITEMS NOT NEEDED FOR THIS PROJECT. TERMINATE AND CAP ALL ELECTRICAL WIRES PER CODE. 5. CONTACT UTILITY COMPANIES TO VERIFY THAT UTILITIES, SUCH AS GAS HAVE BEEN DISCONNECTED PRIOR TO BEGINNING DEMOLITION WORK. 6. WITH THE EXCEPTION OF ANY SALVAGEABLE ITEMS (AS DIRECTED BY THE BUILDING OWNER OR CLIENT AS TO BE RETAINED) ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL PROMPTLY RECYCLE OR REMOVE THESE MATERIALS FROM THE PREMISES PER CITY AND/OR COUNTY REQUIREMENTS. 7. CONTRACTOR, PRIOR TO ANY WORK, SHALL COORDINATE WITH ALL OTHER TRADES, (CIVIL, ELECTRICAL, ETC.,) IN ORDER TO CONFIRM EXACT EXTENT OF WORK TO BE PERFORMED. IF THERE ARE ANY DISCREPANCIES, CONTACT THE ARCHITECT IMMEDIATELY FOR CORRECTION, CLARIFICATION OR ADJUSTMENT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL PERMITS AND / OR FEES ASSOCIATED WITH THE COMPLETE DEMOLITION AND PREPARATION OF THE T.I. SPACE FOR FUTURE TENANT IMPROVEMENT. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IDENTIFICATION AND TREATMENT OF TOXIC MATERIALS. SAID WORK SHALL BE IN ACCORDANCE WITH ALL CITY, STATE AND FEDERAL RULES AND ORDINANCES. WORK SHALL BE FURNISHED ON A DESIGN-BUILD BASIS AND IS NOT PART OF THE SCOPE OF WORK UNDER THESE DRAWINGS. 10. ALL TRENCHING/SAW CUTTING FOR PLUMBING & ELECTRICAL SHALL BE POURED BACK IN CONCRETE TO MATCH (E) AND SHALL MEET ALL CONDITIONS FOR FLOORING INSTALLATIONS. 11. IN THE PROCESS OF DEMOLITION; ALL UTILITIES SERVING AND ADJACENT SPACE SHALL REMAIN INTACT AND OPERATIONAL UNLESS SPECIFICALLY NOTED OR REQUIRED TO BE REMOVED FOR THE PURPOSES OF THE INTENDED PROJECT DESIGN. IF ANY UTILITIES ARE REQUIRED TO BE REMOVED OR CAPPED THEN THE GC SHALL COORDINATE ALL CAPPING OFF LOCATIONS AND UTILITY SHUT DOWN SEQUENCES WITH THE LANDLORD GROUP AND / OR ADJACENT TENANTS / ENTITIES HAVING AUTHORITY. 12. ALL EXISTING INSULATION AT EXTERIOR WALLS TO REMAIN GENERAL NOTES: 0'8'4'16 FEET2' No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK 1 1 2 2 3 3 4 4 4.2 4.3 5.5 6 6 7 7 A A B C C.7 D D.1 E E.5 F G H K C.75 D.2 J E.2 F.3 F.9 X1 X6 X5 X4 X3 X2 F.2(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.COL.(E) COL.(E) COL.FIN. TO FIN.8' - 8"7' - 10"4 A2-301 COL.25' - 8"COL.MACHINE RM108 ELEVATOR114 (E) COL.COL.(E) FIRE RISER107 ELECT109 STAIRS106 106A 275 STAIRS110 110A 152 10 A2-301 2 A2-301 3' - 8 3/4"2' - 8 1/2"5' - 0"11' - 5"7' - 4 3/4"13' - 1"12' - 5 3/4"7' - 5 1/2"14' - 5"5' - 2"2' - 6"8' - 9 1/2"2' - 10"RECESSED NICHE 5'-0" WIDE x 7'-0" HIGH. NICHE 24" A.F.F.13' - 7"3' - 0"5' - 7 3/4"S.S.D.12' - 6" INFILL6' - 4 3/4"3' - 0"10' - 1 1/4"3' - 0"6 3/4"14' - 3"23' - 4 3/4"3' - 0"9 1/2"14' - 2"32' - 7"7' - 5 1/2" E.9 COL.15' - 11"13' - 7"COL.COL.S.S.D.INFILLS.S.D.INFILLS.S.D.INFILLS.S.D.INFILLS.S.D.INFILL20 A2-301 274 111 268 102 101104 (E) (E) 94 (E) 3B 3A E 3C E E 3D 3E E 3F 3G 3F 3F 3F 12 A2-301 A2-113 A A2-113 B 14.1 FIN. TO FIN. 10' - 0 1/2" 10' - 11 1/2"13' - 5"19' - 6"64' - 4"7' - 5" 10' - 11 1/2"13' - 5"19' - 6"4' - 11"3' - 8"29' - 6"26' - 3"7' - 5"(E) COL.11' - 1"7' - 9"14' - 4"11' - 0"3' - 7"21' - 9"12' - 5 1/2"12' - 10 1/2"25' - 4"6' - 7"10' - 10"(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.33' - 9 1/2"17' - 0"20' - 11"25' - 1 1/2"1' - 3 1/2"20' - 4"16' - 1 1/2"(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.G2-320 8 TYP. PROVIDE COLUMN WRAP AT ALL COLUMNS TO THE SECOND FLOOR 10 PARTITION/WALL LEGENDEXISTING PARITION/WALL TO REMAIN2x6 WOOD STUD WALL, 1 HR RATED, FULL HEIGHT.2x6 WOOD STUD WALL WITH PLYWOOD SHEATHING (SHEAR) FULL HEIGHT. 3 5/8" MTL STUD PARTITION, FULL HEIGHT. 6" MTL STUD PARTITION, FULL HEIGHT. 3 5/8" MTL STUD SOUND PARTITION (STC 47), FULL HEIGHT. 3 5/8" MTL STUD PARTITION, BRACED ABOVE CEILING. 3 5/8" MTL STUD SOUND PARTITION (STC 45), FULL HEIGHT. 6" MTL STUD FURRING, BRACED ABOVE CEILING. The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A2-111 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALOVERALL GROUND FLOOR PLAN Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center 1/8" = 1'-0" PHASE 2 GROUND FLOOR - OVERALL 0'8'4'16 FEET2' No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 10 PHASE 2 & 3 PC1 COMMENTS 6/10/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK SHEET NOTES PHASE 2 & 3 FLOOR... NOTE # DESCRIPTION 14.1 (N) ELEVATOR. TRE ELEVATOR: 3500 LBS HOISTWAY, CONTACT JIM BOUZAGLOU (818) 988-7007 1 1 2 2 3 4 4 4.2 4.3 5.5 6 6 7 7 A A B C C.7 D D.1 E E.5 F G H K C.75 D.2 J E.2 F.3 F.9 J.9 X1 X6 X5 X4 X3 X2 F.2(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.(E) COL.4 A2-301 COL.COL.210A STAIRS210 10 A2-301 2 A2-301 11' - 11 5/8" 206A STAIRS206 3' - 3 3/4"24' - 5 3/4"5' - 10 1/4"12' - 7 1/4" FIRE RISER207 ELEVATOR214 ELECTRICAL209 NEW 2ND FLOOR AREA 23' - 5" (E) 2ND FLOOR AREA 20' - 1 1/2"(E) COL.(E) COL.COL.E.9 COL.(E) COL.(E) COL.20 A2-301 OPEN TO BELOW OPEN TO BELOW 3H 3H 3H 3H 12 A2-301 A2-113 C A2-113 D 14.1 OPENING FOR WINDOW 3'-0" WIDE x 4'-0" HIGH. SILL @ 36" A.F.F. OPENING FOR WINDOW 3'-0" WIDE x 4'-0" HIGH. SILL @ 36" A.F.F. OPENING FOR WINDOW 3'-0" WIDE x 4'-0" HIGH. SILL @ 36" A.F.F. OPENING FOR WINDOW 3'-0" WIDE x 4'-0" HIGH. SILL @ 36" A.F.F. OPENING FOR WINDOW 3'-0" WIDE x 4'-0" HIGH. SILL @ 36" A.F.F. OPENING FOR WINDOW 3'-0" WIDE x 4'-0" HIGH. SILL @ 36" A.F.F.2' - 11"3' - 0"15' - 5"3' - 0"1' - 0"6' - 4"3' - 0"5' - 3"3' - 0"3' - 0"7' - 0"3' - 0"9' - 4"3' - 0"5' - 8"10' - 11 1/2"13' - 5"19' - 6"64' - 4"7' - 5" 10' - 11 1/2"13' - 5"19' - 6"4' - 11"3' - 8"29' - 6"26' - 3"7' - 5"11' - 1"7' - 9"14' - 4"11' - 0"3' - 7"21' - 9"12' - 5 1/2"12' - 10 1/2"25' - 4"6' - 7"10' - 10"33' - 9 1/2"17' - 0"20' - 11"25' - 1 1/2"1' - 3 1/2"20' - 4"16' - 1 1/2"PARTITION/WALL LEGENDEXISTING PARITION/WALL TO REMAIN2x6 WOOD STUD WALL, 1 HR RATED, FULL HEIGHT.2x6 WOOD STUD WALL WITH PLYWOOD SHEATHING (SHEAR) FULL HEIGHT. 3 5/8" MTL STUD PARTITION, FULL HEIGHT. 6" MTL STUD PARTITION, FULL HEIGHT. 3 5/8" MTL STUD SOUND PARTITION (STC 47), FULL HEIGHT. 3 5/8" MTL STUD PARTITION, BRACED ABOVE CEILING. 3 5/8" MTL STUD SOUND PARTITION (STC 45), FULL HEIGHT. 6" MTL STUD FURRING, BRACED ABOVE CEILING. The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A2-112 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALOVERALL SECOND FLOOR PLAN Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center 0'8'4'16 FEET2' 1/8" = 1'-0" PHASE 2 SECOND FLOOR - OVERALL No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK SHEET NOTES PHASE 2 & 3 FLOOR... NOTE # DESCRIPTION 14.1 (N) ELEVATOR. TRE ELEVATOR: 3500 LBS HOISTWAY, CONTACT JIM BOUZAGLOU (818) 988-7007 3 4 170 SF STAIRS106 274 275 106ACOL.7 A2-113 4' - 0"1' - 4 1/2"4' - 0"1' - 0 3/4" 18 1/4"9' - 4 1/2"1' - 6 1/4" 16' - 9 1/2" PROVIDE RUBBER TREAD AND RISERS, ROPPE #92 LOW PROFILE RAISED CIRCULAR DESIGN #123 CHARCOAL WITH RUBBER INSERTS GRIT STRIPS, L-SAFETY YELLOW 3 4 184 SF STAIRS110COL.110A 152 2 A2-113 10 THREADS @ 11" 9' - 2"4' - 2"4' - 0"8 1/8"19' - 3 1/4"2 3/4" PROVIDE RUBBER TREAD AND RISERS, ROPPE #92 LOW PROFILE RAISED CIRCULAR DESIGN #123 CHARCOAL WITH RUBBER INSERTS GRIT STRIPS, L-SAFETY YELLOW WAGNER STYLE B HANDRAIL BRACKET W/(3) #12 SELF- DRILLING SCREWS MIN. 1 1/2" WOOD STUD FRAMED WALL HANDRAIL GRIPPING SURFACE WITH CIRCULAR CROSS SECTION WITH OUTSIDE DIAMETER OF 1 1/4 INCHES MIN. AND 2 INCHES MAX.2' - 10"1 TREAD12" MIN. 12" MIN.34' - 38" PER 11B-505.4HANDRAIL GRIPPING SURFACE WITH CIRCULAR CROSS SECTION WITH OUTSIDE DIAMETER OF 1 1/4 INCHES MIN. AND 2 INCHES MAX. FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" X3 4' - 0"7" MAX34"-38"3 4 7 A2-113 206A 170 SF STAIRS206 4' - 1 3/4" 4'-0" MIN. CLR. 4' - 2 3/8" 10 TREADS @ 11" 9' - 2" 9 THREADS @ 11" 8' - 3" 20 1/4"4' - 0"4' - 1 1/2"4' - 0"3 4 185 SF STAIRS210 210A 2 A2-113 4' - 0" 9 THREADS @ 11" 8' - 3"4' - 0"4' - 0"FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" 3 4 7" MAX.34"-38"185 SF STAIRS210 184 SF STAIRS110 The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A2-113 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALENLARGED STAIRS, SECTIONS & DETAILS Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center 1/4" = 1'-0"A2-113 A ENLARGED FIRST FLOOR STAIRS 106 1/4" = 1'-0"A2-113 B ENLARGED FIRST FLOOR STAIRS 110 3" = 1'-0"A2-113 1 HANDRAIL AT WALL 3/8" = 1'-0"A2-113 5 HANDRAIL ELEVATION AT WALL 1/4" = 1'-0"A2-113 7 ENLARGED STAIR 106 SECTION 1/4" = 1'-0"A2-113 C ENLARGED SECOND FLOOR STAIRS 106 1/4" = 1'-0"A2-113 D ENLARGED SECOND FLOOR STAIRS 110 1/4" = 1'-0"A2-113 2 ENLARGED STAIR 110 SECTION No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK 1 1 2 2 3 4 4 5.5 6 6 7 7 A A B C C.7 D D.1 E E.5 F G H K C.75 D.2 J E.2 F.3 F.9 J.9 X1 X6 X5 X4 X3 X2 F.2 4 A2-301 10 A2-301 2 A2-301 E.9 20 A2-301 AC1 13' - 3"AC210"AC3 4' - 0"HRU1 HRU2 4' - 1"(E) 2' - 2 3/4" CU1 CU2 02.1 02.1 02.1 08.1 08.1 08.1 08.1 OPEN TO BELOW EXISTING RIDGENEW RIDGE 2' - 0"7' - 8"1/4" / 1'-0"1/4" / 1'-0"2' - 4" 08.1 08.1 08.1 08.1 08.1 1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"+23' - 9 1/4"1/4" / 1'-0"12 A2-301 07.1 07.1 07.1 07.1 07.2 07.2 07.2 07.2 07.3 07.3 07.3 07.3 22.1 22.1 22.1 22.1 22.1 22.1 22.1 22.1 22.122.1 22.122.1 22.1 22.1 22.2 22.2 22.2 22.2 07.3 07.3 07.3 07.3 ALUMINUM RETAINER ROUGH OPENING DIMENSION BUTYL TAPE EXPRESS TAPE VHB TAPE RETAINER SCREW PERMATHERM FRAME WEEP HOLES KEEP CLEARCLEAR AREA OF ALL FLASHINGS, SEALANTS & ROOFING MATERIALS FOR SKYLIGHT TO WEEP PROPERLY ACRYLITE SATIN SKY 2 TRANSLUCENT OUTER DOME CLEAR ACRYLIC DOME ALUMINUM BODY LAP SEALANT 1 1/2" EPS INSULATION ROOFING MEMBRANE AND BONDING ADHESIVE (BY OTHERS) CONTINUOUS MASTIC COMPATIBLE WITH ROOFING MATERIAL (BY INSTALLER) STAINLESS STEEL OR GALVANIZED 11 GA & 1 1/4" ROOFING NAILS @ 6" O.C. VELUX CED2/CDF2 DOUBLE NFRC NFRC CERTIFIED PERFORMANCE U-FACTOR: 0.66 SHGC: 0.45 VT: 60% The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A2-141 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALROOF PLAN Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center 0'8'4'16 FEET2' 1/8" = 1'-0" PHASE 2 ROOF PLAN No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK SHEET NOTES ROOF PLANNOTE # DESCRIPTION02.1 (E) ROOF SCREEN TO REMAIN, MODIFY AS SHOWN.07.1 PROVIDE NEW SILICONE ROOF COATING OVER EXISTINGBUILT-UP ROOFING SYSTEM. MULE-HIDE: 100% SILICONEROOFING COATING.07.2 PROVIDE NEW SINGLE PLY ROOFING SYSTEM WITH SILICONE COATING USING MULE-HIDE PRODUCTS. 07.3 EXISTING SINGLE PLY ROOFING SYSTEM TO REMAIN. 07.3 PROVIDE NEW CRICKET. 08.1 (N) SKYLIGHT. VELUX CED2/CRD2 DOUBLE NFRC, SEE DETAIL 20/A2-141. 22.1 EXISTING ROOF DRAIN & OVERFLOW TO REMAIN. 22.2 MODIFY EXISTING ROOF DRAIN & OVERFLOW FOR NEW ROOFING. 6" = 1'-0"A2-141 20 THERMAL NFRC SKYLIGHT FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" (E) UPPER HT28' -4" FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" (E) UPPER HT 28' -4" FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" (E) UPPER HT 28' -4" 1 2 3 4 4.2 4.3 5.5 6 7 FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" (E) UPPER HT 28' -4" DEMO LEGEND(E) WALL/PARTITION TO REMAIN(E) TO BE REMOVED. (E) STOREFRONT / DOOR TO BE REMOVED The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A2-201 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALEXISTING EXTERIOR ELEVATIONS Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center 1/8" = 1'-0"A2-201 1 EXISTING NORTH ELEVATION No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK 1/8" = 1'-0"A2-201 2 EXISTING EAST ELEVATION 1/8" = 1'-0"A2-201 3 EXISTING SOUTH ELEVATION 1/8" = 1'-0"A2-201 4 EXISTING WEST ELEVATION FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" 4 A2-301 28' - 4"12' - 6"ELEVATOR HOIST BEAM 8' - 8" FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" 1 2 4' - 0"12' - 6"28' - 4"ELEVATOR HOIST BEAM 2 A2-301 7' - 0" FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" 1 2 3 4 4.2 FUTURE B OCCUPANCY222 FUTURE I-4 & B OCCUPANCIES115 FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" 1 2 3 4 4.2 2 A2-301 FUTURE B OCCUPANCY222 FUTURE I-4 & B OCCUPANCIES115 FIN. FLR. +66.77' (E) 2ND FLR. 12' -0"6' - 0"13' - 6"INFILL REMOVED WINDOWS The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A2-301 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALSECTIONS & DETAILS Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center 1/4" = 1'-0"A2-301 2 PHASE 2 ELEVATOR & MACHINE SECTION 1/4" = 1'-0"A2-301 4 PHASE 2 ELEVATOR SECTION 1/4" = 1'-0"A2-301 10 PHASE 2 SECTION AT OUTDOOR SPACE No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK 1/4" = 1'-0"A2-301 12 PHASE 2 PARTIAL SECTION 1/4" = 1'-0"A2-301 20 NORTH ENTRY TOWER SEE DOOR SCHEDULESCHEDULE SEE DOOR SEE DOOR SCHEDULESCHEDULE SEE DOOR 6"10"6" TEMP FP FLUSH PANEL FL FULL LITE*SEE DOOR SCHEDULEWS WIDE STILE ALUMINUM STOREFRONT BN SLIDING BARN DOOR FLUSH PANELSEE DOOR SCHEDULESCHEDULE SEE DOOR 6"10"6" TEMP OPEN SCHEDULE SEE DOOR SEE DOOR SCHEDULEBL SLIDING BARN DOOR NARROW LITE PANEL OPEN SCHEDULE SEE DOOR 6"10"10"TEMP SEE DOOR SCHEDULEBN3 CUSTOM SLIDING BARN DOOR FLUSH PANEL OPEN SEE DOOR SCHEDULE 7"3' - 4"7"12"35"10"43"8"5' - 4" 5" TEMP TEMP SEE DOOR SCHEDULE 10"ALUMINUM SLIDING DOOR W/ EMERGENCY EGRESS. "SO" SWINGOUT SIDELIGHT "SX" SLIDE/SWING PANEL 10" KICK PLATE "SO""SX" FIXED SEE DOOR SCHEDULEES ENTRY ALUMINUM STOREFRONT NOT USED SEE DOOR SCHEDULESCHEDULE SEE DOOR SEE DOOR SCHEDULESCHEDULE SEE DOOR SP STANDARD PROFILE DOUBLE RABBETED CO CASED OPENING SEE DOOR SCHEDULESCHEDULE SEE DOOR SD SLIDING DOOR The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A2-601 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALDOOR SCHEDULE & DETAILS Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center DOOR SCHEDULE FOR PHASE 2 & 3Phase DOOR NO. ROOM LOCATION DOOR FRAME FIRERATING HARDWARE COMMENTSWIDTH HEIGHT THK. MATL. FIN. TYPE MATL. FIN. TYPEFIN. FLR.Phase 2 & 3 94 MACHINE RM 3' - 0" 7' - 0" 1 3/4" FP -Phase 2 & 3 101 FUTURE I-4 & B OCCUPANCIES 4' - 0" 7' - 0" 1 3/4" Phase 2 & 3 102 FUTURE I-4 & B OCCUPANCIES 4' - 0" 7' - 0" 1 3/4" WS Phase 2 & 3 104 FUTURE I-4 & B OCCUPANCIES 4' - 0" 7' - 0" 1 3/4" Phase 2 & 3 106A FUTURE I-4 & B OCCUPANCIES 3' - 0" 7' - 0" 1 3/4" FP - Phase 2 & 3 110A FUTURE I-4 & B OCCUPANCIES 3' - 0" 7' - 0" 1 3/4" FP - Phase 2 & 3 111 FUTURE I-4 & B OCCUPANCIES 9' - 0" 7' - 6" 2" AL ES AL - 13-01 PROVIDE POWER FOR SLIDING DOOR OPERATOR. DOOR OPERATOR Phase 2 & 3 152 STAIRS 3' - 0" 7' - 0" 1 3/4" Phase 2 & 3 268 FUTURE I-4 & B OCCUPANCIES 4' - 0" 7' - 0" 1 3/4" Phase 2 & 3 274 FUTURE I-4 & B OCCUPANCIES 4' - 0" 7' - 0" 1 3/4" Phase 2 & 3 275 STAIRS 3' - 0" 7' - 0" 1 3/4" (E) 2ND FLR. Phase 2 & 3 206A FUTURE B OCCUPANCY 3' - 0" 7' - 0" 1 3/4" FP - Phase 2 & 3 210A FUTURE B OCCUPANCY 3' - 0" 7' - 0" 1 3/4" FP - No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK DOOR HARDWAREQTY. DESCRIPTION MANUFACTURER MODEL FINISH COMMENTSHARDWARE GROUP 1-01PASSAGE1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB12791 EA. PASSAGE LATCHSET SCHLAGE OR BEST ND10S SPA 1 EA. WALL DOOR STOP TRIMCO OR IVES 1270WV-SS 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 1-02 PASSAGE 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. PASSAGE LATCHSET SCHLAGE OR BEST ND10S SPA 1 EA. WALL DOOR STOP GLYNN-JOHNSON 90_S 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 1-03 PASSAGE, CLOSER 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. PASSAGE LATCHSET SCHLAGE OR BEST ND10S SPA 1 EA. KICK PLATE - 12" TRIMCO OR IVES KA0038 1 EA. SURFACE CLOSER SARGENT 351-PS 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 2-01 PRIVACY 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. PRIVACY LOCKSET SCHLAGE OR BEST ND44S SPA 1 EA. WALL DOOR STOP TRIMCO OR IVES 1270WV-SS 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 2-03 PRIVACY, RESCUE 1 SET CENTER HUNG PIVOTS IVES 7200 SERIES 1 EA. PRIVACY LOCKSET SCHLAGE OR BEST ND44S SPA 1 EA. WALL DOOR STOP IVES 299 SERIES 1 EA. RESCUE HARDWARE TRIMCO OR IVES 1270WV-SS 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 3-01 OFFICE 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. OFFICE LOCKSET SCHLAGE OR BEST ND44S SPA 1 EA. WALL DOOR STOP TRIMCO OR IVES 1270WV-SS 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 3-02 OFFICE 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. OFFICE LOCKSET SCHLAGE OR BEST ND44S SPA 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 4-05 CLASSROOM, CARD READER 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. CLASSROOM LOCKSET SCHLAGE OR BEST ND70PD 1 EA. WALL DOOR STOP TRIMCO OR IVES 1270WV-SS 1 EA. KICK PLATE - 12" TRIMCO OR IVES KA0038 1 EA. CARD READER LVC 1 EA. ELECTRIC STRIKE LVC 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 5-03 STOREROOM, CARD READER, CLOSER 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. STOREROOM LOCKSET SCHLAGE OR BEST ND80PD SPA 1 EA. WALL DOOR STOP TRIMCO OR IVES 1270WV-SS 1 EA. SURFACE CLOSER DORMA OR LNC 8600 SERIES 1 EA. CARD READER LVC 1 EA. ELECTRIC STRIKE LVC OPERATION: CARD READER MOMENTARILY RELEASES ELECTRIC STRIKE 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 5-04 STOREROOM, CARD READER, CLOSER, ALARM 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. STOREROOM LOCKSET SCHLAGE OR BEST ND80PD SPA 1 EA. WALL DOOR STOP TRIMCO OR IVES 1270WV-SS 1 EA. SURFACE CLOSER DORMA OR LNC 8600 SERIES 1 EA. CARD READER LVC 1 EA. ELECTRIC STRIKE LVC OPERATION: CARD READER MOMENTARILY RELEASES ELECTRIC STRIKE AND MOMENTARILY DEACTIVATES ALARM 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL 1 EA. ALARM LVC HARDWARE GROUP 6-01 PASSAGE, SLIDING DOOR ALL HARDWARE FOR SLIDING BARN DOOR PROVIDED BY MFR. BARNDOORHARDWARE.COM HARDWARE GROUP 6-03 CUSTOM BARN DOOR 1 EA. 402 STANDARD FLAT TRACK HARDWARE KIT ALL HARDWARE FOR SLIDING BARN DOOR PROVIDED BY MFR. BARNDOORHARDWARE.COM 1 EA. BARN DOOR PRIVACY LATCH ALL HARDWARE FOR SLIDING BARN DOOR PROVIDED BY MFR. BARNDOORHARDWARE.COM 1 EA. HEAVY BOW PULL HANDEL ALL HARDWARE FOR SLIDING BARN DOOR PROVIDED BY MFR. BARNDOORHARDWARE.COM HARDWARE GROUP 8-03 PUSH/PULL, DOOR OPERATOR, CLOSER 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. PULL TRIMCO OR IVES 1056-4 1 EA. WALL DOOR STOP TRIMCO OR IVES 1270WV-SS 2 EA. KICK PLATE - 12" TRIMCO OR IVES KA0038 (BOTH SIDES) 1 EA. SURFACE CLOSER DORMA OR LNC 8600 SERIES 1 EA. PUSH PLATE TRIMCO OR IVES 1041-4 2 EA. WALL SWITCH DORMA OR LNC WS-1 1 EA. AUTO DOOR OPERATOR BESAM SW100 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 8-04 PUSH/PULL, OH. CLOSER 1 1/2 PR HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. PULL TRIMCO OR IVES 1041-4 1 EA. OVERHEAD STOP GLYNN-JOHNSON 90_S 2 EA. KICK PLATE - 12" TRIMCO OR IVES KA0038 (BOTH SIDES) 1 EA. SURFACE CLOSER DORMA OR LNC 8600 SERIES 1 EA. PUSH PLATE TRIMCO OR IVES 1041-4 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 9-02 EXIT DEVICE, NIGHT LATCH, DOOR OPERATOR, CR 2 SETS HINGE HAGGER OR BOMMER, MCKINNEY BB1279 2 EA. EXIT DEVICE YALE MELR 2 EA. CARD READER LVC CARD READER ACTIVATES DOOR OPERATOR AND RETRACTS LATCH ON EXIT DEVICE 1 EA. POWER SUPPLY YALE 2 EA. AUTO DOOR OPERATOR BESAM SW100 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL 1 EA. TOUCH SENSOR PLATES BESAM 4.5" SQUARE WIRELESS HARDWARE GROUP 10-01 KEYPAD OFFICE 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. KEYPAD LOCKSET SCHLAGE OR BEST CO-100-CY-50-KP-SPA 1 EA. OVERHEAD STOP GLYNN-JOHNSON 90_S 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 10-02 KEYPAD CLASSROOM 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. KEYPAD LOCKSET SCHLAGE OR BEST CO-100-CY-50-KP-SPA 1 EA. WALL DOOR STOP TRIMCO OR IVES 1270WV-SS 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 10-04 KEYPAD STOREROOM, CLOSER 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. KEYPAD LOCKSET SCHLAGE OR BEST CO-100-CY-50-KP-SPA 1 EA. WALL DOOR STOP TRIMCO OR IVES 1270WV-SS 2 EA. KICK PLATE - 12" TRIMCO OR IVES KA0038 (BOTH SIDES) 1 EA. SURFACE CLOSER DORMA OR LNC 8600 SERIES 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 10-05 KEYPAD STOREROOM 1 SET HINGE HAGGER OR BOMMER, MCKINNEY BB1279 1 EA. KEYPAD LOCKSET SCHLAGE OR BEST CO-100-CY-50-KP-SPA 1 EA. WALL DOOR STOP TRIMCO OR IVES 1270WV-SS 2 EA. KICK PLATE - 12" TRIMCO OR IVES KA0038 (BOTH SIDES) 1 SET GASKETING PEMKO OR NATIONAL GUARD, REESE S88BL HARDWARE GROUP 13-01 DOOR OPERATOR 2 EA. AUTO DOOR OPERATOR BESAM SW100 2 EA. TOUCH SENSOR PLATES BESAM 4.5" SQUARE WIRELESS DOOR TYPES DOOR FRAME TYPES 1_2" MAXSILL EXTERIOR INTERIOR DOOR JAMB HEAD (SIM @JAMB) DOOR, SEE SCHEDULE ALUM THRESHOLD, 1/2" MAX. HT PER HANDICAPPED ACCESS BY STOREFRONT MANUFACTURER EXP BOLT PER MANUF. SPECS. MIN. 3 PER DOOR SET IN FULL BED OF CAULK SLOPE 2% FROM BUILDING, MIN. 5' FIBER EXP. JOINT, TYP. LITE WHERE OCCURS, SEE SCHEDULE FUTURE METAL CASING BEAD AND CAULK BY T.I. CONTRACTOR U.N.O. 12" STRIP SELF ADHERED FLASHING, LAP UNDER BUILDING PAPER, TURN DOWN WALL 6", TYP. CAULK EXPANDED METAL LATH RAISED CURB BEYOND HEAD JAMB SILL FROM BUILDING, MIN. 2% SLOPE MIN. & MAX., CONTINUE 5' SEE FIN SCHED. FOR FLOOR FINISH CAULK HANDICAPPED ACCESS ALUM THRESHOLD, 1/2" MAX. HT PER GSM TOP CHANNEL WEATHER STRIPPING, TYP. HEADER, SEE STRUCT. HOLLOW METAL FRAME - WELDED DOOR, SEE SCHEDULE 2"5/8"1/2" MAX. OFFSET MAX.ATTACH PER MANUFACTURERS RECOMENDATIONS CEMENT PLASTER O/ MESH O/ BUILDING PAPER 12" STRIP OF SAF, WRAP ONTO FACE OF FRAMING 9" STRIP OF SAF, WRAP ONTO FACE OF FRAMING CEMENT PLASTER O/ MESH O/ BUILDING PAPER GSM Z FLASHING AND WEEP AT HEAD PAINT CORNERS CASING BEAD W/ BACKER ROAD AND SEALANT, TYP. PROVIDE EVEN WIDTH SEALANT JOINT AT BOTH JAMBS 1/4"MIN., 3/8" MAX. SEE STRUCT DWGS FOR SHEAR WALL & STUD SIZES 3/4"3/8"JAMB SILL HEAD GSM FLASHING PAN WITH UP-TURNED SIDES, SOLDER JOINTS, DO NOT BLOCK WATER FLOW W/ CAULK OR PAINT. PROVIDE ELECTROLYSIS SEPARATION, TYP. BEAM, SSD CAULK AND BACKER ROD MTL CASING BEAD 2 LAYERS GRADE B BUILDING PAPER 26 GA GSM Z FLASHING, PAINT, SET TIGHT TO STOREFRONT. PROVIDE ELECTROLYSIS SEPARATION, TYP. BLDG. PAPER 12" STRIP SELF ADHERED FLASHING, WRAP UNDER BLDG. PAPER, OVER Z FLASHING & UP WALL FACE 6" 12" STRIP SELF ADHERED FLASHING, LAP UNDER BUILDING PAPER, TURN DOWN WALL 6", TYP. MTL WEEP SCREED, NO CAULK NO CAULK BETWEEN WINDOW & FLASHING 12" STRIP SELF-ADHERED FLASHING, 1 1/4"8" CLR MIN TO GRADE2" CLR MIN TO SIDEWALKEXP. JOINT EDGE OF STUDS BEYOND HEADER SILL FLASHING OPENING STEP 3 STEP 1 OPENING ROUGH IN HEADER JAMB FLASHING WALL SHEATHING FLUSH W/ FRAME SHALL HAVE EDGES (WHERE OCCURS) SILL FLASHING OPENING LEVEL FRAMING SQUARE & BUILDING PAPER SILL FLASHING OVER FRAME WDW. STEP 4 BUILDING PAPER HEAD FLASHING UNDER SILL FLASHING OPENING STEP 2 HEADER MATERIALS: STEP 1: STEP 2: STEP 3: STEP 4: SILL PLATE TYPICAL FLASHING @ WINDOWS APPLY A STRIP OF SAF HORIZONTALLY BELOW AND EXTEND INTO OPENING TO ACT AS FLASHING PAN WITH UPTURNED SIDES AND BACK. APPLY THE HORIZONTAL STRIP SO THAT ENDS EXTEND BEYOND THE SIDE FLASHING STRIPS TO BE APPLIED IN STEP 2. ATTACH ONLY THE TOP EDGE OF THE SILL STRIP TO THE FRAMING. DO NOT FASTEN TO THE LOWER EDGE IN ORDER TO SLIP THE WATER RESISTANT SHEET MEMBRANE (BUILDING PAPER) UNDER THE STRIP IN A WEATHER SHED METHOD. APPLY A VERTICAL STRIP OF SAF AT EACH JAMB AND EXTEND INTO OPENING. LAP THE VERTICAL STRIPS OVER AND BEYOND THE SILL STRIP. PROVIDE ENOUGH SAF STRIP TO EXTEND BEYOND THE HEAD OPENINGS IN ORDER TO BE INSTALLED UNDER THE HEAD SAF FLASHING STRIP. ATTACH ALONG THE VERTICAL FRAMING AND ALIGN WITH TOP OF SILL. APPLY A CONTINUOUS BEAD OF WATERPROOF SEAL ALONG THE INSIDE PERIMETER OF THE OPENING ON TOP OF THE SAF STRIPS IN ORDER TO PROVIDE A WATERTIGHT SEAL IN BETWEEN THE SAF STRIPS AND THE WINDOW FRAME. SAF STRIPS SHALL BE AT LEAST 12" WIDE AND EXTEND INTO THE ROUGH OPENING FRAMING AT THE SILL AND JAMBS IN AN OVERLAPPING WEATHERIZED PATTERN. INSTALL THE WINDOW INTO THE ROUGH OPENING AND FASTEN TO THE FRAMING. APPLY A CONTINUOUS WATERPROOF CAULKING BEAD ALONG THE TOP EDGE OF THE GALVANIZED SHEET METAL FLASHING. APPLY AND EMBED THE BOTTOM OF THE HORIZONTAL SAF FLASHING STRIP OVER THE CAULKING BEAD AND THE GSM FLASHING. EXTEND THE SAF FLASHING STRIP BEYOND THE EDGE OF THE VERTICAL JAMB SAF STRIPS. FASTEN THE STRIP TO THE FRAMING. APPLY REMAINING WEATHER RESISTIVE BARRIER LAPPED OVER THE SAF HEAD STRIP AND THE VERTICAL STRIPS IN AN OVERLAPPING WATER SHED FASHION. APPLY THE WEATHER RESISTIVE BARRIER UNDER THE SAF SILL FLASHING STRIP. CONTRACTOR SHALL USE 9" WIDE STRIP OF SELF-ADHERED FLASHING (SAF) WATERPROOFING MATERIAL FOR WINDOW FRAME UNITS. SEAL ENTIRE PERIMETER AS ILLUSTRATED IN THE DIAGRAM ABOVE. EXTEND JAMB FLASHING BEYOND SILL FLASHING JAMB FLASHING NOTES: FLASH ALL EXTERIOR OPENINGS IN THIS MANNER INCLUDING, BUT NOT LIMITED TO, DOORS, WINDOWS AND VENTS FOR A WATER TIGHT CONSTRUCTION. PENETRATION FLASHING MATERIAL SHALL BE BARRIER COATED REINFORCED AND SHALL PROVIDE A MINIMUM OF 4 HOUR PROTECTION FROM WATER PENETRATION IN ACCORDANCE WITH ASTM-D-779. WATER PROOF CAULKING OR SEALANT SHALL COMPLY WITH FF TT-S-1657. IN HIGH WIND AREAS A WATER RESISTANT SHEET MEMBRANE SHALL BE APPLIED OVER SOLID BACKING. 1. CONTRACTOR TO VERIFY WITH SELF ADHERED FLASHING (SAF) MANUFACTURER THAT THE TYPE OF SEALANT AND OTHER PRODUCTS IN CONTACT WITH SAF ARE COMPATIBLE WITH SELF ADHERED FLASHING PRODUCT. 2. EXTEND HEAD FLASHING BEYOND AND OVER JAMB FLASHING APPLY CONTINUOUS SEALANT BEAD ALONG TOP OF GSM FLASHING. EMBED HEAD FLASHING INTO SEALANT. GLAZING: GLAZING TYPE A: INSULATED 1/4" LOW E GLASS WITH 1/2" AIR SPACE OUTER GLASS: SOLAR GRAY BY PPG OR EQ. INNER GLASS: SOLARBAN BY PPG OR EQ. REFER TO SPECS FOR ADDITIONAL INFO. T = TEMPERED GLAZING 3' - 3"4' - 0"6' - 0" 2"EQ 2"2"3' - 8"2"FIXED STOREFRONT3A 3B FIXED STOREFRONT 3C FIXED STOREFRONT T T T T 2"EQ.2"EQ 2" 6' - 0"9' - 0"2"1' - 2"2"7' - 4"2"T T T T 2"EQ.2"EQ 2" 10' - 4"9' - 0"2"1' - 2"2"7' - 4"2"FIXED STOREFRONT3D 3E FIXED STOREFRONT WITH SWING DOOR T T T T 2"EQ.2"EQ 2" 7' - 10" V.I.F.10' - 0" V.I.F.2"1' - 2"2"7' - 1"2"1' - 1"2"9' - 0"2"1' - 2"2"5' - 6"2"1' - 8"2"17' - 1 1/4" V.I.F. 2"3' - 8 1/8"2"4' - 0"2" 2"3' - 0"2"4' - 10 1/8"2" T T T T T T T FIXED STOREFRONT3F3' - 6"5' - 6"5' - 0" 2"EQ 2"2"5' - 2"2"3G FIXED STOREFRONT T T T T 2"EQ.2"EQ 2" 8' - 0"9' - 0"2"1' - 2"2"7' - 4"2"FIXED STOREFRONT3H4' - 2"4' - 4"5' - 0" 2"EQ 2"2"4' - 0"2"The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A2-602 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALEXTERIOR WINDOW SCHEDULE & DETAILS Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center WINDOW SCHEDULEWINDOWNO.DIMENSION GLASSTYPE FRAME FIRERATING COMMENTS QTYWIDTH HEIGHT MTL FINISHFIN. FLR.3A 6'-0" 4'-0" A AL FF - SILL AT 3'-3" 1 3B 10'-4" 9'-0" A AL FF -1 3C 6'-0" 9'-0" A AL FF -1 3D 7'-10" 10'-0" A AL FF -1 3E 17'-1" 9'-0" A AL FF -1 3F 5'-0" 5'-6" A AL FF - SILL AT 3'-6" 4 3G 8'-0" 9'-0" A AL FF -1 (E) 2ND FLR. 3H 5'-0" 4'-4" A AL FF - SILL AT 4'-2" 4 EXTERIOR WINDOW TYPES 3" = 1'-0"A2-602 14 DOOR HEAD/JAMB & SILL DETAIL 3" = 1'-0"A2-602 16 EXTERIOR H.M. DOOR 3" = 1'-0"A2-602 20 TYP. STOREFRONT WINDOW 3" = 1'-0"A2-602 18 STOREFRONT WINDOW 3" = 1'-0"A2-602 24 FLASHING AT EXTERIOR OPENINGS No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK 1 14 3 5 6 7 8 10 11 12 1317' - 0"2' - 0"12' - 0" 5' - 0" 9' - 0" 7' - 8" 9' - 0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 15 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3435 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 EXISTING STALLS TO REMAINEXISTING STALLS TO REMAIN26' - 0"16' - 0 1/2"(E) 25' - 9 3/4"26' - 3"8' - 10" 9' - 8" 9' - 0" 5' - 0" 12' - 0" 9' - 8" 9' - 8" 9' - 0" 5' - 0" 12' - 0" 5' - 0" 9' - 0" 9' - 8" 9' - 4"18' - 0"7' - 0"18' - 0"3' - 0" MIN.7' - 10"7' - 9 7/8"1 PROPOSED SENIOR CENTER TENANT IMPROVEMENT SPACE (E) 12,641 SF NET (GROUND FLOOR) (N) 5,338 SF NET (SECOND FLOOR) 9 10 10 10 10 10 11 11 12 12 12 12 13 13 13 13 20 20 PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE21 21 21 21 21 21 21 21 21 22 The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A3-102 212309 dek dek PHASE 2 & 3 SECOND SUBMITTALSITE PLAN Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center 1" = 10'-0" PHASE 3 SITE PLAN SHEET NOTES SITE PLANNOTE #DESCRIPTION1 (E) UNAUTHORIZED PARKING SIGN.3 (E) SHORT TERM BIKE PARKING RACK FOR 3 BIKES. DUMOR 83-00.5 (E) GAS METER TO REMAIN.6 (E) DOMESTIC WATER METER TO REMAIN. 7 (E) IRRIGATION WATER METER TO REMAIN. 8 (E) TRANSFORMER TO REMAIN. 9 (E) TRASH ENCLOSURE TO REMAIN. 10 36" WIDE TRUNCATED DOME DETECTABLE WARNING STRIP. 11 PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY 12 GROUND SURFACES AT PARKING STALL AND ACCESS AISLES TO BE STABLE, FIRM, SLIP RESISTANT. ALL SLOPES NO GREATER THAN 1:48. 13 2% SLOPE MAX. IN ANY DIRECTION AT ACCESSIBLE PARKING SPACE AND ACCESS AISLES, TYP. 14 VAN ACCESSIBLE PARKING STALL. 20 PROVIDE BACKFLOW ENCLOSURE AT EXISTING BACKFLOW. GUARDSHACK, (800) 266-5411. INCLUDE ENCPAD PREFABRICATED ENCLOSURE BASE WITH ENCLOSURE. 21 PROVIDE STEEL BOLLARD, 4" DIA. FILLED WITH CONCRETE WITH PARKING SIGN POLE EMBEDDED. PAINT BOLLARD TRAFFIC YELLOW COLOR. 22 PROVIDE STEEL BOLLARD, 4" DIA. FILLED WITH CONCRETE. PAINT BOLLARD TRAFFIC YELLOW COLOR. 0'10'5'20 FEET2.5' ACCESSIBLE ROUTE PER CBC 11B-402.1 & 11B-206. CONTINUOUSLY ACCESSIBLE 1:20 MAX SLOPE, MAX. 1/2" ELEVATION CHANGE OR CURB RAMP PER CBC 11B-406 MIN 48" WIDTH, 2% MAX CROSS SLOPE. WHERE NECESSARY TO CHANGE ELEVATION AT A SLOPE EXCEEDING 5% SHALL HAVE PEDESTRIAN RAMP PER CBC 11B-405. SIDEWALK CLEAR WIDTH 48" MIN. CBC 11B-403.5.1 EXCEPTION 3. 1. SEE CIVIL, LANDSCAPE AND ELECTRICAL SITE PLAN DRAWINGS FOR ADDITIONAL INFORMATION. PARKING CALCULATIONS: 51 PARKING STALLS PROVIDED ON SITE. BUILDING AREA: 12,641 SF (GROUND) + 5,338 SF (SECOND) = 17,979 SF (GROSS) GENERAL NOTES: ACCESSIBLE PARKING: PER CBC TABLE 11B-208.2: STALLS REQUIRED: 3 STALLS TOTAL ACCESSIBLE STALLS PROVIDED: 3 STALLS CLEAN AIR VEHICLE PARKING PER 2019 CAL GREEN TABLE 5.106.5.2: STALLS REQUIRED: 9 STALLS TOTAL STALLS PROVIDED: 9 STALLS EV CHARGING SPACES PER 2019 CAL GREEN TABLE 5.106.5.3.3: TOTAL STALLS REQUIRED: 7 STALLS PER TABLE 11B-228.3.2.1 FOR7 EVCS STALLS: 1 VAN ACCESSIBLE 1 STANDARD ACCESSIBLE 0 AMBULATORY 5 EVCS STALLS FOR THE REST. TOTAL STALLS PROVIDED: 7 STALLS NOTE: FUTURE CHARGING SPACES QUALIFY AS DESIGNATED PARKING FOR CLEAN AIR VEHICLES. 5.106.5.3.5 NOTE: NO PASSENGER LOADING ZONE REQUIRED. ALL CARE < 24 HOUR STAY. 11B-209.3. No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" (E) UPPER HT 28' -4"16' - 0"12' - 4"X1X6FGGABBCCDAABBA FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" (E) UPPER HT 28' -4"12' - 4"16' - 0"AKE.9 F GG A B CC AAAFBBB FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" (E) UPPER HT 28' -4" 1 6 7 F G A CCAABBBCAE FIN. FLR. +66.77' (E) 2ND FLR. 12' -0" (E) UPPER HT 28' -4" A KE.9 F GCAB CAB EXTERIOR FINISH SCHEDULEA F E STOREFRONT FRAMING SYSTEM CLEAR ANODIZED FINISH B C D GLAZING CLEAR INSULATED GLASS WALL MOUNTED COACH LIGHT FIXTURE WALL MOUNTED CYLINDRICAL LED LIGHT FIXTURE STUCCO 20/30 TEXTURE FINISH ACRYLIC FINISH : MATCH SW6071 POPULAR GRAY STUCCO 20/30 TEXTURE FINISH ACRYLIC FINISH : MATCH SW6073 PERFECT GREIGE G STUCCO 20/30 TEXTURE FINISHACRYLIC FINISH : MATCH SW7636 ORIGAMI WHITE The information, plans, designs, notes and arrangements shown on this drawing are confidential and may not be reproduced in whole or in part without the expressed written permission of Harriman Kinyon Architects, Inc. Drawings noted as Preliminary, Schematic and/or Conceptual contain information that is conceptual and subject to change. The architect makes no claim as to the accuracy of conceptual information or of information supplied by others. 1801 Oakland Blvd., Suite 320 Walnut Creek, CA 94596 (P) 925-934-1160 (F) 925-934-8132 Harriman Kinyon Architects, Inc., 2022c Architect's Stamp Submittal History Drawing Title Sheet NumberJob Number CADD Path Drawn By Checked By Harriman Kinyon Architects, Inc. 46-805 Dune Palms Road La Quinta, CA. 92253 A3-201 212309 ida dek PHASE 2 & 3 SECOND SUBMITTALEXTERIOR ELEVATIONS Market Street Development, LLC MSD WelbeHealth La Quinta Pace Center 1/8" = 1'-0"A3-201 1 PHASE 3 NORTH ELEVATION 1/8" = 1'-0"A3-201 2 PHASE 3 EAST ELEVATION 1/8" = 1'-0"A3-201 3 PHASE 3 SOUTH ELEVATION 1/8" = 1'-0"A3-201 4 PHASE 3 WEST ELEVATION No. Description Date By 6 PHASE 2 & 3 FIRST SUBMITTAL 5/12/22 DEK 11 PHASE 2 & 3 SECOND SUBMITTAL 6/10/22 DEK 64 64 65 65 6565 65 66 66666666 66 66 66 6666 6 7 67 676 8 68686 8STOP SIGNALAHEAD NOPARKING NOPARKING STOPSEWER WATER METER 3 PUBLIC ROADWAY & UTILITY EASEMENT PERBK. 122, PG. 374, O.R. 5 GRANT OF EASEMENT FOR PUBLICSTREET & PUBLIC UTILITY PURPOSESPER DOC. NO. 2000-267425, O.R. EASEMENT FOR PIPELINES IN FAVOR OFCOACHELLA VALLEY WATER DISTRICT PER DOC. NO. 2017-0177999, O.R. 10 EXISTING BUILDING46805 DUNE PALMS ROADBLD HT= 28.4' +/- / 1 STORY12,952 SQ FT BHL = X 139.0'115.5'100.8'110.8'EXISTING BUILDINGTRANSFORMER COMM CAB MAIL BOX GAS METER SEWER M HINV= 51 . 5 0 SEWER MHINV= 50.76 CLEANOUTINV= 64.23 CLEANOUTINV= 58.08 CLEANOUTINV= 57.84 UTIL LID COMM VAULT COMM CAB UTIL LID WATER ME T E R BFP CORPO R A T E C E N T R E D R I V E (PUBLI C R . O . W . )DUNE PALMS ROAD(PUBLIC R.O.W.)29.84'ACCES S D R I V E 35.92'ACCESS DRIVEPARCEL ALLA 12 PARCEL 2) P0 12 LA QUINTA VALLEY PLAZA OWNERS ASSNAPN: 600-390-007S18°17'08"W / N18°12'52"E R1/R2107.00' R1/ R2S00°52'47"W / N00°52'31"E R1/R2164.85' / 164.74' R1/R2N89°14'30"E / N89°14'49"E R1/R2 224.68' / 224.52' R1/R2 N00°10'14"W R1/R3238.45' R1N00°10'14"W - BASIS OF BEARINGS647.09' / 647.12' R2464.73' / 464. 7 7 ' R 1 / R 2 L= 160.42' R= 500.00' R1/R2 L= 6.43 ' / 6.41' R 1 / R 2 R= 500 . 0 0 ' R1/R2 PIV FDC BIKE RACK ELEC VAULT SIGNAGE 30.00' 30.00' S89°49'46"W R1/R2S89°50'36"W 60.10' / 60.05' R2 / 160.44' R1/R2 FOUN D L E A D , T A C K & T A G STAM P E D " R C E 2 5 6 5 8 " P E R R 2 , HELD T O E S T A B L I S H C L 30.10' / 30.05' R132.00' R2FOUND 1" IRON PIPE STAMPED"RCE 25658" PER R2, HELD TOESTABLISH R.O.W.PARCEL 2) P0 12 LA QUINTA VALLEY PLAZA OWNERS ASSNAPN: 600-390-00730.00' 47.04' VARIES 34.72' CL-FC32.00' R.O.W.19.68' CL-FC30.00' BUILDING SETBACK20.00'BUILDINGSETBACK0.00' BUILDINGSETBACK 0.00'BUILDINGSETBACKN00°53'04"E / N00°52'13"E R2/R3171.91'N 4 4 ° 3 2 ' 1 0 "W / N 4 4 ° 3 3 ' 0 1 " W R 3 49 . 1 3 ' R3L= 158.1 7 ' R3 R= 532.00' R3 L= 151.35' SUBJECT PARCEL 25.72' / 25.78' R255.66' 62.00' 32.69'2.75'14.68' POINT OF BEGINNING UTILITY VAULTS Tel: 1-760-718-8010www.AtlasCivilDesign.comCivil Engineering Site OptimizationDesignCivilCivilDesignSan Diego Orange County Los Angeles San Luis Obispo MontereyBYREVISIONSDATESHEET OFMSD WELBEHEALTH46805 DUNE PALMS ROADLA QUINTA, CA 922535TITLE SHEET1 ( IN FEET ) GRAPHIC SCALE 0 80 1" = 40' 0 4040 APPROVED BY: CITY OF LA QUINTA BRYAN MCKINNEY, P.E. DATE INTERIM CITY ENGINEER R.C.E. NO. 49418 EXP DATE 9-30-18 PLANNING AND ZONING COMPLIANCE GABRIEL PEREZ DATE PLANNING MANAGER CITY OF LA QUINTA CITY OF LA QUINTA - GENERAL NOTES SITE IMPROVEMENT PLANSMSD WELBEHEALTH46805 DUNE PALMS ROADLA QUINTA, CA 92253 BASIS OF BEARINGS BENCHMARK LEGEND (PROPOSED) SHEET INDEX OH ELEC 335 X 519.06 COMM LEGEND (EXISTING) LEGAL DESCRIPTION PROJECT INFORMATION SUBJECT PARCEL ZONING & SETBACKS VICINITY MAP SCALE: NOT TO SCALE CITY OFLA QUINTA 111 AVE 48ADAMS STWESTWARD HO DRDUNE PALMS RDPROJECT SITE MILES AVEJEFFERSON STWASHINGTON STINDIO BLVD10FRED WARING DR FLOOD DESIGNATION APN: 600-390-023 CITY OF LA QUINTA - GRADING NOTES 06/12/2022 EXP. 9/2022 6/12/2022 64 64 65 65 6565 6 5 66 666666 66 666667 67686868STOPSIGNALAHEAD NOPARKING NOPARKING STOPOH ELEC SEWER WATER METER 3 PUBLIC ROADWAY & UTILITY EASEMENT PER BK. 122, PG. 374, O.R. 5 GRANT OF EASEMENT FOR PUBLIC STREET & PUBLIC UTILITY PURPOSES PER DOC. NO. 2000-267425, O.R. EASEMENT FOR PIPELINES IN FAVOR OF COACHELLA VALLEY WATER DISTRICT PER DOC. NO. 2017-0177999, O.R. 10 EXISTING BUILDING 46805 DUNE PALMS ROAD BLD HT= 28.4' +/- / 1 STORY BHL = X 139.0'115.5 'EXISTING BUILDINGSEW E R M H INV= 5 1 . 5 0 UTIL LID WATER M E T E R BFP CORP O R A T E C E N T R E D R I V E (PUBL I C R . O . W . ) 29.8 4 'ACC E S S D R I V E PARCEL A LLA 12 S18°17'08"W / N18°12'52"E R1/R2107.00' R1/ R2164.85' / 164.74' R1/R2N00°10'14"W R1/R3238.45' R1N00°10'14"W - BASIS OF BEARINGS647.09' / 647.12' R2464.73' / 464.77' R1/R2 L= 160. 4 2 ' R= 500.00' R1/R2 L= 6. 4 3 ' / 6.41 ' R 1 / R 2 R= 5 0 0 . 0 0 ' R1/R 2 PIV FDC BIKE RACK ELEC VAULT SIGNAGE 30.00' S89°49'46"W R1/R2 S89°50'36"W 60.10' / 60.05' R2 / 160.44 ' R1/R2 FOUND LEAD, TACK & TAGSTAMPED "RCE 25658" PER R2,HELD TO ESTABLISH CL 30.10' / 30.05' R132.00' R2PARCEL 2) P0 12 LA QUINTA VALLEY PLAZA OWNERS ASSNAPN: 600-390-00730.00' 47.04' VARIES 34.72' CL-FC32.00' R.O.W.19.68' CL-FC30.00' BUILDING SETBACK20.00'BUILDINGSETBACK0.00' BUILDING SETBACK / N00°52'13"E R2/R3171.91'N 4 4 ° 3 2 ' 1 0 "W / N 4 4 ° 3 3 ' 0 1 "W R 3 4 9 . 1 3 ' R 3 L= 158 . 1 7 ' R3 R= 532.00' R3 L= 151.35 ' SUBJECT PARCEL 55.66' 62.00' 32.69' UTILITY VAULTS DEMOLITION NOTES EROSION CONTROL NOTES Tel: 1-760-718-8010www.AtlasCivilDesign.comCivil Engineering Site OptimizationDesignCivilCivilDesignSan Diego Orange County Los Angeles San Luis Obispo MontereyBYREVISIONSDATESHEET OFMSD WELBEHEALTH46805 DUNE PALMS ROADLA QUINTA, CA 922535DEMOLITION AND EROSIONCONTROL PLAN2 ( IN FEET ) GRAPHIC SCALE 0 20 1" = 10' 0 1010 06/12/2022 EXP. 9/2022 64 64 65 65 6565 6 5 66 666666 66 666667 67686868OH ELEC SEWER WATER METER 3 PUBLIC ROADWAY & UTILITY EASEMENT PER BK. 122, PG. 374, O.R. 5 GRANT OF EASEMENT FOR PUBLIC STREET & PUBLIC UTILITY PURPOSES PER DOC. NO. 2000-267425, O.R. EASEMENT FOR PIPELINES IN FAVOR OF COACHELLA VALLEY WATER DISTRICT PER DOC. NO. 2017-0177999, O.R. 10 EXISTING BUILDING 46805 DUNE PALMS ROAD BLD HT= 28.4' +/- / 1 STORY BHL = X 139.0'115.5 'EXISTING BUILDINGSEW E R M H INV= 5 1 . 5 0 UTIL LID WATER M E T E R BFP CORP O R A T E C E N T R E D R I V E (PUBL I C R . O . W . ) 29.8 4 'ACC E S S D R I V E PARCEL A LLA 12 S18°17'08"W / N18°12'52"E R1/R2107.00' R1/ R2164.85' / 164.74' R1/R2N00°10'14"W R1/R3238.45' R1N00°10'14"W - BASIS OF BEARINGS647.09' / 647.12' R2464.73' / 464.77' R1/R2 L= 160. 4 2 ' R= 500.00' R1/R2 L= 6. 4 3 ' / 6.41 ' R 1 / R 2 R= 5 0 0 . 0 0 ' R1/R 2 PIV FDC BIKE RACK ELEC VAULT SIGNAGE 30.00' S89°49'46"W R1/R2 S89°50'36"W 60.10' / 60.05' R2 / 160.44 ' R1/R2 FOUND LEAD, TACK & TAGSTAMPED "RCE 25658" PER R2,HELD TO ESTABLISH CL 30.10' / 30.05' R132.00' R2PARCEL 2) P0 12 LA QUINTA VALLEY PLAZA OWNERS ASSNAPN: 600-390-00730.00' 47.04' VARIES 34.72' CL-FC32.00' R.O.W.19.68' CL-FC30.00' BUILDING SETBACK20.00'BUILDINGSETBACK0.00' BUILDING SETBACK / N00°52'13"E R2/R3171.91'N 4 4 ° 3 2 ' 1 0 "W / N 4 4 ° 3 3 ' 0 1 "W R 3 4 9 . 1 3 ' R 3 L= 158 . 1 7 ' R3 R= 532.00' R3 L= 151.35 ' SUBJECT PARCEL 55.66' 62.00' 32.69' UTILITY VAULTS CONSTRUCTION NOTESCONSTRUCTION NOTESPAVING NOTES Tel: 1-760-718-8010www.AtlasCivilDesign.comCivil Engineering Site OptimizationDesignCivilCivilDesignSan Diego Orange County Los Angeles San Luis Obispo MontereyBYREVISIONSDATESHEET OFMSD WELBEHEALTH46805 DUNE PALMS ROADLA QUINTA, CA 922535HORIZONTAL CONTROL PLAN3 ( IN FEET ) GRAPHIC SCALE 0 20 1" = 10' 0 1010 06/12/2022 EXP. 9/2022 64 64 65 65 6565 6 5 66 666666 66 666667 67686868OH ELEC SEWER WATER METER 3 PUBLIC ROADWAY & UTILITY EASEMENT PER BK. 122, PG. 374, O.R. 5 GRANT OF EASEMENT FOR PUBLIC STREET & PUBLIC UTILITY PURPOSES PER DOC. NO. 2000-267425, O.R. EASEMENT FOR PIPELINES IN FAVOR OF COACHELLA VALLEY WATER DISTRICT PER DOC. NO. 2017-0177999, O.R. 10 EXISTING BUILDING 46805 DUNE PALMS ROAD BLD HT= 28.4' +/- / 1 STORY BHL = X 139.0'115.5 'EXISTING BUILDINGSEW E R M H INV= 5 1 . 5 0 UTIL LID WATER M E T E R BFP CORP O R A T E C E N T R E D R I V E (PUBL I C R . O . W . ) 29.8 4 'ACC E S S D R I V E PARCEL A LLA 12 S18°17'08"W / N18°12'52"E R1/R2107.00' R1/ R2164.85' / 164.74' R1/R2N00°10'14"W R1/R3238.45' R1N00°10'14"W - BASIS OF BEARINGS647.09' / 647.12' R2464.73' / 464.77' R1/R2 L= 160. 4 2 ' R= 500.00' R1/R2 L= 6. 4 3 ' / 6.41 ' R 1 / R 2 R= 5 0 0 . 0 0 ' R1/R 2 PIV FDC BIKE RACK ELEC VAULT SIGNAGE 30.00' S89°49'46"W R1/R2 S89°50'36"W 60.10' / 60.05' R2 / 160.44 ' R1/R2 FOUND LEAD, TACK & TAGSTAMPED "RCE 25658" PER R2,HELD TO ESTABLISH CL 30.10' / 30.05' R132.00' R2PARCEL 2) P0 12 LA QUINTA VALLEY PLAZA OWNERS ASSNAPN: 600-390-00730.00' 47.04' VARIES 34.72' CL-FC32.00' R.O.W.19.68' CL-FC30.00' BUILDING SETBACK20.00'BUILDINGSETBACK0.00' BUILDING SETBACK / N00°52'13"E R2/R3171.91'N 4 4 ° 3 2 ' 1 0 "W / N 4 4 ° 3 3 ' 0 1 "W R 3 4 9 . 1 3 ' R 3 L= 158 . 1 7 ' R3 R= 532.00' R3 L= 151.35 ' SUBJECT PARCEL 55.66' 62.00' 32.69' UTILITY VAULTS DUNE PALMS ROAD(PUBLIC R.O.W.)Tel: 1-760-718-8010www.AtlasCivilDesign.comCivil Engineering Site OptimizationDesignCivilCivilDesignSan Diego Orange County Los Angeles San Luis Obispo MontereyBYREVISIONSDATESHEET OFMSD WELBEHEALTH46805 DUNE PALMS ROADLA QUINTA, CA 922535SITE IMPROVEMENT PLAN4 ( IN FEET ) GRAPHIC SCALE 0 20 1" = 10' 0 1010 NOTE 06/12/2022 EXP. 9/2022