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BWFE2024-0248BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 09/19/2024 ISSUED DATE: 10/15/2024 Permit Type: Permit Number: Property Address: APN: Legal Description Property Zoning: Valuation: Wall / Fence 49499 EISENHOWER DR BWFE2024-0248 658190012 Lot 30 MB 269/1 TR 28545-3 $30,000.00 CT, 30 Owner:Jill West 500 NEWPORT CENTER DR., SUITE 800, NEWPORT BEACH, CA 92660 Applicant:HOUSTON TYNER 2630 SEPULVEDA BLVD, TORRANCE, CA 90505 Contractor:R D OLSON CONSTRUCTION INC / 953845 400 SPECTRUM CENTER DR. STE 1200, IRVINE, CA 92618 Declaration / Acknowledgement PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER-BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors’ State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors’ State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors’ State License Law does not apply to an owner of property who, through employees’ or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner-Builder will have the burden of proving that it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors’ State License Law. As an Owner-Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner-builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the WORKERS’ COMPENSATION DECLARATION (1, 2 or 3) WARNING: FAILURE TO SECURE WORKERS’ COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY’S FEES. 1) Has and will maintain a certificate of consent to self-insure for workers’ compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has and will maintain workers’ compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers’ compensation laws of California, and agree that, if should become subject to the workers’ compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2) Any permit issued as a result of this application becomes null and void if work is not commenced within 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. Agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspection purposes. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 10/15/24 10:06 am Page 1 of 4 Permit Type: Permit Number: Property Address: Wall / Fence BWFE2024-0248 49499 EISENHOWER DR BUILDING PERMIT application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. Printed: 10/15/24 10:06 am Page 2 of 4 Permit Type: Permit Number: Property Address: Wall / Fence BWFE2024-0248 49499 EISENHOWER DR BUILDING PERMIT LA QUINTA RESORT / ADULT POOL - 77LF OF 6'0" BLOCK WALLS, 130LF OF METAL FENCING (HEIGHT VARIES FROM 5'0"-6'0")+ (6) CMU PILASTERS. ENGINEERED DESIGNS--STRUCTURAL REVIEW CONDUCTED UNDER BCOM2023-0044. 2022 CALIFORNIA BUILDING CODES. Use of Permit Construction Details 77Garden Wall Linear Foootage Other (Attach Detail)Engineering 0Combination Retaining Wall Linear Footage 77Total Block Wall LF 130Other fence Linear Footage 0Number of Receptacle/Light(s) CTZoning TCGeneral Plan Within La Quinta LimitsCity Limits TR 28545-3Subdivision Name 30Lot Number 13323Lot Size 82971, 82974, 82973, 82972, 111383, 82667, 82955, 85974, 15410 Centerlines Lot 30 MB 269/1 TR 28545-3 Legal Description Valuation Details Type Group Sq Ft Value Financial Information Fee AmountFee Amount PaidInvoice No. INV-00009812 $12.00 Digital Archiving and Records Management Fee - OTC $12.00 $15.27 Technology Enhancement Fee $15.27 $63.62 Block Wall - First 100 LF $63.62 $62.99 Fence - First 100 LF $62.99 $2.00 Building Standards Administration $2.00 $19.09 Fence - Each Additional 50 LF $19.09 $79.53 Block Wall - First 100 LF PC $79.53 $80.16 Fence - First 100 LF PC $80.16 $334.66 $334.66 Total for Invoice INV-00009812 Grand Total for Permit $334.66 $334.66 Workflow / Inspections Workflow Step / Action Name Action Type Start Date End Date Plan Check v.1 09/26/2024 0:00 Building Review (1 Day) v.1 Receive Submittal 09/26/2024 0:00 10/14/2024 16:24 Permit Issuance v.1 10/14/2024 16:25 10/15/2024 10:06 Contractor / Owner-Builder Information v.1 Generic Action 10/14/2024 16:25 Verify & Invoice Fees v.1 Generic Action 10/14/2024 16:25 Ready to Issue v.1 Generic Action 10/14/2024 16:25 Verify Fee Payment & Issue Permit v.1 Generic Action 10/15/2024 10:06 Print, Attach, and Email Building Permit v.1 Create Report 10/15/2024 10:06 10/15/2024 10:06 Wall / Fence Inspections v.1 Footing v.1 Inspection Bond Beam v.1 Inspection Final Inspections v.1 Printed: 10/15/24 10:06 am Page 3 of 4 Permit Type: Permit Number: Property Address: Wall / Fence BWFE2024-0248 49499 EISENHOWER DR BUILDING PERMIT Final Wall / Fence v.1 Inspection Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. Inspections A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. Certificate of Occupancy A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the building official. Service Utilities Printed: 10/15/24 10:06 am Page 4 of 4 VICINITY MAP A0.1 SITE LOCATION TITLE SHEET, VICINITY MAP, ABBREVIATIONS, PROJECT DESCRIPTION, GENERAL NOTES AND BUILDING CODES REFERENCES La Quinta, California 92253 LA QUINTA RESORT & CLUB 49-499 Eisenhower Drive ADULT POOL RENOVATION OCCUPANCY LOAD CALCULATIONS NORTH ARCHITECTURAL SYMBOLS LEGEND EXISTING WALL TO BE REMOVED CMU PARTITION (PLAN AND SECTIONS) ONE HOUR RATED WALLS RIGID INSULATION BOARD INSULATION- BATT OR FILL SEE STRUCTURAL DRAWINGS CONCRETE SLAB ON GRADE EXISTING GLAZING TO BE REMOVED EXISTING DOOR AND FRAME EXISTING WALL TO REMAIN TO BE REMOVED PLASTER, GYP. BD. TWO HOUR RATED PARTITION NON-RATED PARTITION CONCRETE POINT, WORK POINT DATUM POINT, CONTROL ROOM IDENTIFIER REVISION DELTA MATCHLINE ELEVATION MAJOR/BUILDING INTERIOR ELEVATION COLUMN GRID TAG SECTION MAJOR/BUILDING FOLDING DOOR ACOUSTICAL PANEL ACOUSTICAL TILE GYPSUM BOARD ACCESS TILE DIFFUSER SPEAKER EARTH (SECTIONS) ROLL-UP DOOR FACE-OF-WALL MOUNTED SEE STRUCTURAL DRAWINGS NEW FLOOR STRUCTURE SP 555 555 SPECIAL METAL METAL- STEEL OR IRON (SECTIONS) -NOTE : SEE IF PLYWOOD HANDICAPPED PLUMBING HRGB BG ADAP A TPC VB A SEE PARTITION SCHEDULE WINDOW TYPE FLOOR & WALL FINISH TOILET ACCESSORIES CABINET & EQUIPMENT BIFOLD DOOR (SHOWN W/ONE FIXED PANEL) SLIDING DOOR SLIDING POCKET DOOR NUMBER 555 555 555 555 F DOOR 555 F.O.F. F.O.S. AND FRAME TO REMAIN EXISTING PARTITION, DOOR SEE DOOR SCHEDULE NEW DOOR NORTH ARROW TO PARTITION TYPE LETTER REFERS SEE WINDOW SCHEDULE NEW GLAZING NORTH 555 555 EMERG. EXIT SIGN FIXTURE AS SCHEDULED FHV TPB FEC FHC FH/FEC EP FE WH 2X4 LAY-IN LIGHT FIXT. AS 2X2 LAY-IN LIGHT FIXT. AS DRAWINGS DRAWINGS INDICATED IN ELEC. INDICATED IN ELEC. DRAWINGS F.D. HB TELE. PANEL BOARD CABINET LUMBER (STRUCT) FINISHED MILLWORK (ARCH) ACCESS DOOR/PANEL GRABBAR, HANDRAIL, BUMPER GUARD CEILING OR WALL AS DESIGNATED ACCESS DOOR/PANEL AS DESIGNATED RECESSED OR SURFACE-MOUNTED RECESSED OR SURFACE-MOUNTED CCTV MONITOR VALVE BOX FIRE EXTINGUISHER CABINET FIRE HOSE CABINET RECESSED OR SURFACE-MOUNTED RECESSED OR SURFACE-MOUNTED RECESSED OR SURFACE-MOUNTED TELEPHONE PANEL BOARD RECESSED OR SURFACE-MOUNTED FIRE HOSE VALVE FIRE HOSE & EXTINGUISHER CABINET SURFACE-MOUNTED CABINET FIRE EXTINGUISHER ELECTRICAL PANEL RECESSED OR SURFACE-MOUNTED WATER HEATER SURFACE-MOUNTED STANDPIPE FLOOR SINK FLOOR DRAIN HOSE BIB WALL DRAIN TOILET URINAL TANK TYPE SHOWER TOILET PHOTOGRAPH PERSPECTIVE WALL SCONCE S ELECTRICAL OUTLET, SEE ELECTRICAL DWGS CEILING MOUNTED FIRE SPRINKLER CEILING MOUNTED SMOKE DETECTOR LIGHT SWITCH QUAD ELECTRICAL OUTLET, SEE ELECTRICAL DWGS T THERMOSTAT TELEPHONE OUTLET T.V. OUTLET J J-BOX OUTLET KEYNOTE REFERENCE, SEEA0.6 SERIES SHEETS XX XX - - #'-#" WALL MOUNTED FIRE ALARMFA TV NOT IN CONTRACT (N.I.C.)/ UNDER SEPARATE PERMIT SD CEILING MOUNTED SPEAKERSP WALL MOUNTED FIRE SPRINKLER WALL MOUNTED FIRE STROBEFS FINISH INFO. CEILING MATERIAL AP DATA OUTLET FAS CEILING MOUNTED FIRE ALARM SPEAKER C CEILING MOUNTED CAMERA PS WALL MOUNTED FIRE PULL STATION SP WALL MOUNTED SPEAKER CEILING MOUNTED LIGHT ACCESS PANEL MECHANICAL D DIMMER SWITCH FIN. # ENCL ENT ELEV EMER EWC EXP EXT EXIST(E) EXTR FBR FOC FOF FOS FEC FHC FPRF FIX FLR FDS FOIO FT (') FTG FOIC FLUOR FDN FURR FUT GALV GC GB GR GFRC GFRG GYP HDW HDWD GYPBD HDBD HVAC ABBREVIATIONS ELEC EP D DWR DWG DF EA E DIA O DISP DR DN DIM Electrical Panelboard Electrical Diameter or Round Drinking Fountain Drawing Drawer Drain East Each Dispenser Diameter Dimension Down Door G DEPT CONN CONT CMU DET CONC COL CT CH CLR LC CB BUR CPT CI CLG CEM BSMT BLDG BLK @ BOT Concrete Masonry Unit Department Control Joint Continuous Connection Detail Concrete Ceramic Tile Centerline Column Clear Channel FS GA FR Catch Basin Built-Up Roofing Cast Iron Carpet Cement Ceiling Basement At Building Bottom Block FD FE FIN FA Abbreviations generally conform to the standards of ANSI - Y1.1-1972 and ALUM ARCH APPROX & AB ACT CLG AC AFL AP ADJ AFF AHU Above Finished Floor Acoustical Tile Ceiling Anchor Bolt Air Handling Unit Architectural Approximate And Aluminum Angle Adjustable Acoustical Access Floor Access Panel EQ EJ EL Outside Diameter (Dimension) Overflow Hardwood Heating, Ventilating, and Reinforced Gypsum Reinforced Concrete Hardware Hardboard Gypsum Board Gypsum Grab Bar Glass Fiber Glass Fiber Grille Grade O/Over OPNG OPP OD OF OH OZ NIC N/A NTS NO (#) N OC Overhead Opposite Opening Ounce Not To Scale Not In Contract Not Applicable On Center North Number Sealant Section Sealer See Plumbing Drawings See Mechanical Drawings See Electrical Drawings See Civil Drawings Seat Cover Dispenser Solid Core Similar Sheet Soap Dispenser Service Sink Service Receptor See Structural Drawings S DISP SC SPD SMD SIM SR SS SHT SSD SL SCD SCD SED SLNT SECT XTR WT W W/ WD W/O Existing to Remain With West Weight Wood Without SPECS STOR STRUCT SUSP TERR THRES UNFIN VERT VIF Linear Foot (Feet) Manufacturer, Manufacturing Medicine Cabinet Inside Diameter (Dimension) Fire Extinguisher Cabinet Installed by Contractor Installed by Owner Furring Full Size Foundation Footing Foot or Feet Furnished by Owner Galvanized Gauge General Contractor Future Frame Floor Drain Floor Divider Strip Fixture Fireproof(ing) Fire Hose Cabinet Fire Extinguisher Fire Alarm Finish or Finished Furnished by Owner Fluorescent Floor MISC MIR MTD MTG MULL MIN MTL MAX MEMB MEZZ MO MC Miscellaneous Mounting Mounted Mullion Mirror Minimum Membrane Mezzanine Masonry Opening Metal Maximum LVR MACH MFR MAS MH LAT LAV LTG KP KEC KO LF Manhole Machine Masonry Louver Lighting Lavatory Knockout Kickplate Lateral Kitchen Equipment Contractor Extruded Exterior Expansion Joint Expansion Existing Electric Water Cooler Entrance Face of Stud Face of Finish Face of Concrete Face Brick Equal Enclosure Emergency Elevator Elevation JAN INV JT KC IN (") INST INSUL HR ID INT Keene's Cement Janitor Invert Joint Insulation(ing) Installation Interior Inch Hour HORIZ HT HM Horizontal Hollow Metal Height Soffit Reference Quarry Tile Property Recessed Receptacle Radius Room Roof Drain Riser Reverse Resilient Schedule Rubber Pressure Treated Douglas Fir Precast Concrete Power Roof Ventilator Sanitary Napkin Receptacle Sanitary Napkin Dispenser Rough Opening Roof Insulation Refrigeration SFT SND SNR SCHED RUB RM R RD RFINS REV RO RECEP REFR RESIL RAD REC REF P CONC PRV PTDF QT PRO VOL WP WR WC WWF VG VIN VB VCT VWC UC UH UNO TD T TOC TPH TYP TOF Paint Paint Plywood Plaster Pedestal Polished Dispenser/Receptacle Portland Cement Concrete Porcelain Enamel Polyvinyl Chloride Plastic Laminate Combination Paper Towel Paper Towel Receptacle Paper Towel Dispenser Perpendicular PT PE PVC PCC PLWD POL PTD/R PTR T PLAM PED PLAS PT PTD SYM TEL THK SP ST SSTL STL S SF Vinyl Base Vision Glass Vinyl Wall Covering Vinyl Composite Tile Welded Wire Fabric Water Resistant Waterproofing Water Closet Volume Verify in Field Vertical Vinyl Unit Heater Unfinished Under Cut Unless Noted Otherwise Towel Dispenser Top of Concrete Toilet Paper Holder Top of Finish Typical Tread Telephone Symmetrical Stainless Steel Suspend(ed) Threshold Thick Terrazzo Speaker Stone Structural Storage Steel Specifications South Square Feet as follows: Air Conditioning OFFICE # M.L.E. X 14R B # X # SHT# SHT# X X # SHT# X # # # 326-8805 326-3050 TEL 310 California Torrance Interior Design Architecture 90505 2630 Sepulveda Blvd. FAX 310 La Quinta, CA 92253 49-499 Eisenhower Drive Adult Pool Renovation La Quinta Resort & Club Path I:\_PROJ\LQR22-01\Dwgs\Adult Pool H O U S T O N / T Y N E R ISSUE FOR PLAN CHECK RE-SUBMITTAL-V5 - 07/26/2024 ISSUE FOR PLAN CHECK 08/11/2023 ISSUE FOR PC RE-SUBMITTAL 10/20/20231 310-326-3050 100% ISSUE FOR CONSTRUCTION 05/27/2024 BUILDING CODE REFERENCES PROJECT DIRECTORY SCOPE OF WORK PROJECT DESCRIPTION APPLICABLE CODES 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 GREEN BUILDING CODE 2022 CALIFORNIA ENERGY CODE LA QUINTA MUNICIPAL CODE NEW PORTIONS OF PERIMETER FENCE AND GATES. NEW ENTRY/ EXIT GATES WITH PILASTERS INCLUDING PORTIONS OF CMU WALLS. Torrance, CA 90505 Contact: BJ Wickett 2630 Sepulveda Blvd. HOUSTON/TYNER ARCHITECT: Phone: (310) 326-3050 Email: bjw@houstontyner.com PROJECT MANAGER: PYRAMID PROJECT MANAGEMENT LLC Boston, MA 02110 Contact: Jill West 30 Rowes Wharf, Suite 5300 Phone: (303) 549-5904 Email: jwest@pyramidhotelgroup.com Glendora, CA 91741 Contact: Andrew P. McGuire 751 Sunny Gove Lane PATRELL ENGINEERING GROUP, LLC POOL CONSULTANT: Phone: 626-335-4362 Email: lakemaker18@yahoo.com 1. NOTWITHSTANDING ANY OMISSIONS, IT SHALL BE THE SOLE DUTY AND RESPONSIBILITY OF THE CONTRACTOR TO REVIEW DESIGNED CONSTRUCTION DETAILS AND FABRICATE AND INSTALL SAID DESIGN IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE AND PROCEDURES. ANY DEVIATIONS TO DETAILS MUST BE SUBMITTED TO ARCHITECT AND OWNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 2. ALL REQUIRED WORK SHALL BE PERFORMED BY THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED. ALL REFERENCES TO THE "CONTRACTOR" INCLUDE THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS, THEY SHALL BE ONE AND THE SAME. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT INSTALLATION METHODS CONFORM TO ALL BUILDING CODE REQUIREMENTS. THE MATERIALS SPECIFIED ARE INTENDED TO MEET CODE REQUIREMENTS; ANY DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENT'S AND CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF OWNER AND HOUSTON/TYNER IMMEDIATELY BY THE CONTRACTORS, PRIOR TO PROCEEDING WITH THE SPECIFIED WORK. 4. REFER TO TITLE SHEET FOR ALL APPLICABLE BUILDING CODES. 5. ALL MATERIALS PROVIDED SHALL CONFORM TO ALL LOCAL, CITY AND/OR COUNTY FIRE REGULATIONS. CERTIFICATES OR APPROVED FIRE RETARDANT PROCESSING FLAME SPREAD RATES, ETC., SHALL BE OBTAINED WITHOUT SPECIFIC REQUEST AND SUBMITTED TO THE ARCHITECT FOR REVIEW 6. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY; WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. REFER TO HOUSTON/TYNER GENERAL REQUIREMENTS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 7. NO SUBSTITUTIONS OF SPECIFIED MATERIAL SHALL BE PERMITTED WITHOUT FIRST SUBMITTING SPECIFICATIONS, SAMPLES, AND COST IMPACT FOR HOUSTON/TYNER'S AND OWNER'S APPROVAL. 8. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES ON THE PROJECT. ANY CHANGES OR DELAYS ARISING FROM CONFLICT BETWEEN TRADES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 9. AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE HOUSTON/TYNER (IN WRITING) OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY IN THE CONSTRUCTION COMPLETION SCHEDULE. 10. IMMEDIATELY AFTER BEING AWARDED THE CONTRACT, THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE BID R.F.P. THE CONSTRUCTION SCHEDULE SHALL BE CONTINUOUSLY UPDATED AND POSTED ON THE JOB SITE AT ALL TIMES AND PROVIDED TO THE OWNER AT THE WEEKLY CONSTRUCTION MEETING. NOTE: POSTED SCHEDULE SHALL INCLUDE SHOP DRAWING SUBMITTAL DATES. 11. ELASTASIL OR CONCRETE FLOORS NOT RUNNING TRUE TO LEVEL SHALL BE LEVELED WITH APPROPRIATE FLOOR LEVELING COMPOUND PRIOR TO INSTALLATION OF FLOOR COVERING. CEILINGS AND FLOORS ARE TO BE INSTALLED LEVEL WITHIN REASONABLE TOLERANCES OF +1/4", WITHIN A 10 FOOT SPAN. 12. GENERAL CONTRACTOR SHALL MAKE ALLOWANCE IN BID PROPOSAL FOR ENSURING A LEVELING COMPOUND IS USED IN AREAS WHERE CONCRETE FLOOR IS TO RECEIVE NEW FLOOR FINISH. 13. UNLESS OTHERWISE NOTED, DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALL DETAILS. 14. THE CONTRACTOR SHALL PROVIDE AND INSTALL ROUGH PLUMBING AND FINAL HOOK-UP FOR ALL SPECIFIED FIXTURES AND APPLIANCES, AND SHALL SUPPLY ALL SUCH FIXTURES AND APPLIANCES, UNLESS OTHERWISE NOTED. ANY PLANNED TEMPORARY SHUTDOWN OF WATER / ELECTRIC / HEATING / COOLING SYSTEM MUST BE MADE 48 HOURS BEFOREHAND TO THE OWNER'S REPRESENTATIVE. 15. ANY FLOOR PENETRATION REQUIRING CORE DRILLING OF ANY KIND IS SUBJECT TO X-RAY SCAN (GPR OR SIMILAR) BEFOREHAND TO IDENTIFY ANY HIDDEN UTILITIES. 16. THE CONTRACTOR SHALL COORDINATE WITH ALL EQUIPMENT MANUFACTURERS FOR EQUIPMENT ROUGH-IN REQUIREMENTS. 17. THE CONTRACTOR SHALL VERIFY REQUIRED LOCATION OF ALL NECESSARY ACCESS PANELS (IN PARTITIONS, FLOORS, OR CEILINGS) AND COORDINATE EXACT LOCATIONS WITH HOUSTON/TYNER AND OWNER PRIOR TO INSTALLATION. ALL ACCESS PANELS SHALL BE INSTALLED FLUSH WITH THE SURFACE IN WHICH THEY ARE INSTALLED WITH NO EXPOSED TRIM. 18. THE CONTRACTOR SHALL SUPPLY AND INSTALL BLOCKING AND SUPPORTS IN PARTITIONS AND CEILINGS AS REQUIRED FOR INSTALLATION OF SPECIFIED EQUIPMENT, ACCESSORIES, AND CABINETRY. 19. THE CONTRACTOR SHALL SUBMIT ALL PERTINENT SHOP DRAWINGS AND FINISH SAMPLES FOR HOUSTON/TYNER'S AND OWNER'S REVIEW. CONTRACTOR TO PROVIDE ARCHITECT AND OWNER A SCHEDULE FOR SHOP DRAWING SUBMITTAL WITHIN 30 DAYS OF "NOTICE TO PROCEED" OR EXECUTION OF THE CONTACT. CONTRACTOR SHALL ALLOW 10 WORKING DAYS FOR ARCHITECT AND OWNER REVIEW OF THE SHOP DRAWINGS. CONTRACTOR SHALL ALLOW SUFFICIENT TIME IN THE SCHEDULE FOR CORRECTING DEFICIENCIES IN SHOP DRAWING SUBMITTALS. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL MECHANICAL EQUIPMENT, AND ALL MOUNTING AND SEISMIC BRACING OF SUCH EQUIPMENT. 21. THE CONTRACTOR IS TO PROVIDE A FIRE SPRINKLER SHOP DRAWING COORDINATED TO THE REFLECTED CEILING LAYOUT. 36. THE MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY BY THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS PRIOR TO SUBMITTAL OF BID AND AGAIN BEFORE THE INSTALLATION OF MECHANICAL AND ELECTRICAL WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF HOUSTON/TYNER FOR CLARIFICATION. WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND SHALL NOT IMPACT THE SCHEDULE. 37. ALL ELECTRICAL ITEMS NOTED FOR INSTALLATION IN CABINET WORK SHALL BE SUPPLIED, INSTALLED AND COORDINATED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. 38. MECHANICAL AND ELECTRICAL ENGINEERING SHOP DRAWINGS SHALL BE SUBMITTED TO HOUSTON/TYNER FOR REVIEW, PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY PENETRATIONS INTO STRUCTURAL SHOP DRAWINGS. 39. ALL CONDUIT, OTHER THAN THAT USED FOR ELECTRICAL OUTLETS AND JUNCTION BOXES, SHALL RECEIVE PULL WIRES INSTALLED BY THE CONTRACTOR. 40. ALL LIGHT FIXTURES SHALL BE LOCATED EXACTLY AS NOTED ON ARCHITECT'S DRAWINGS. NO EXCEPTIONS. CEILING GRIDS SHALL BE CUT AND REWORKED AS REQUIRED TO ACCOMMODATE LIGHT FIXTURES AND OTHER ITEMS NOTED WITH A SPECIFIC LOCATION. 41. THE CONTRACTOR SHALL OBTAIN HOUSTON/TYNER'S APPROVAL OF LAYOUT OF LIGHT FIXTURES PRIOR TO FINAL CONNECTIONS AND SECURING IN PLACE OF FIXTURES. 42. ALL SWITCHES SHALL BE GANG PLATED, WHERE APPLICABLE. 43. ALL TELEPHONE AND ELECTRICAL OUTLETS SHALL BE INSTALLED EXACTLY AS DIMENSIONED AND/OR NOTED. ANY DISCREPANCIES BETWEEN NOTED DIMENSIONS AND FIELD CONDITIONS SHALL BE REPORTED TO HOUSTON/TYNER AND OWNER IMMEDIATELY, PRIOR TO INSTALLATION. 44. DO NOT INSTALL OUTLETS EITHER BACK-TO-BACK OR SIDE-TO-SIDE ON OPPOSITE SIDES OF SAME WALL. SEPARATE ALL SUCH OUTLETS WITH ONE STUD (VERTICAL OR HORIZONTAL). 45. WHERE CEILINGS ARE SPECIFIED TO BE FIRE RATED CONSTRUCTION, ALL MECHANICAL DUCTS, RECESSED LIGHT FIXTURES AND SPEAKERS SHALL BE BOXED OUT ABOVE THE CEILING WITH A FIRE RATED ENCLOSURE EQUAL TO THE RATING OF THE CEILING. 22. THE CONTRACTOR SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF TRASH AND DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVERSPRAY, ETC. ON A DAILY BASIS. ALL FIXTURES, EQUIPMENT, GLAZING, FLOORS, ETC., SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY. NO FLAMMABLE MATERIAL IS TO BE STORED ON THE GUESTROOM FLOORS OVERNIGHT. 23. JUST PRIOR TO INSTALLATION OF CARPET AND WINDOW COVERING, THE CONTRACTOR SHALL MAINTAIN DAILY THE SPACE IN "BROOM CLEAN" CONDITION WHETHER OR NOT INSTALLATION OF CARPET AND WINDOW COVERING ARE THE RESPONSIBILITY OF THE CONTRACTOR. 24. UPON COMPLETION OF EACH PHASE OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH THREE COMPLETE SETS OF MARKED UP DRAWINGS SHOWING AS-BUILT CONDITIONS. ARCHITECT SHALL REVIEW FOR COMPLETENESS AND SUBMIT TO OWNER. 25. THE CONTRACTOR AND SUBCONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE BEFORE COMMENCING ANY WORK. ANY DISCREPANCIES OR OMISSIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO COMMENCING SUCH WORK. 26. REFERENCE TO ANY DETAIL OR DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWING. 27. THE CONTRACTOR TO VERIFY LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE. 28. THE CONTRACTOR TO VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL APPLICABLE DRAWINGS BEFORE POURING CONCRETE. 29. ALL DIMENSIONS ARE TO FACE STUD, MASONRY OR CONCRETE OR TO CENTERLINE OF COLUMN OR POST, UNLESS OTHERWISE NOTED. DO NOT SCALE DRAWINGS. 30. ALL EXTERIOR WALKS AND/OR PAVING SHALL HAVE A NON-SLIP FINISH AND SHALL HAVE A SLOPE OF 2%. 31. THE CONTRACTOR SHALL OBTAIN SEPARATE PERMITS FOR ELECTRICAL, PLUMBING, AND MECHANICAL. OWNER SHALL REIMBURSE ALL FEES TO OBTAIN SAID PERMIT AT NO MARK-UP. ANY CITE RE-INSPECTION FEES THAT ARE A RESULT OF CONTRACTOR WORK FAILURES ARE TO BE PAID BY THE CONTRACTOR. 32. THE CONTRACTOR IS TO PROVIDE TEMPORARY SANITARY FACILITIES DURING CONSTRUCTION PER CODE. 33. ALL OPENINGS IN EXTERIOR WALLS SHALL BE FLASHED WITH 24 GAUGE G.I. SHEET METAL OR APPROVED BUILDING PAPER U.N.O. 34. ALL INSULATION MATERIALS INCLUDING FACING, SUCH AS VAPOR BARRIERS OR BREATHER PAPERS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES, WALLS, CRAWL SPACES, OR ATTICS SHALL HAVE A FLAME-SPREAD RATING PER CODE. 35. MECHANICAL AND ELECTRICAL ENGINEER'S DRAWINGS ARE NOT INTENDED TO SPECIFY EXACT LOCATIONS OF FIXTURES, OUTLETS, OR EQUIPMENT; REFER TO HOUSTON/TYNER'S DRAWINGS. BAR / RETAIL BUILDING: TYPE OF CONSTRUCTION: V-B, SPRINKLERED (328,405) OCCUPANCY: MIXED = A2-(BAR), M-(RETAIL) USE: BAR AREA OF BUILDING: 1,750 SF ONE-STORY BUILDING BUILDING HEIGHT: APPROX. 17'-4" Chandler, AZ 85224 Contact: Sean Kellenbarger 1900 W. Chandler Blvd. Suite 15-373 LANDMARK KITCHEN DESIGN, LLC FOOD SERVICE: Phone: 602-433-0344 Ext. 10 Email: sean@landmarkphx.com Los Angeles, CA 90036 Contact : Felix Roth 511 S. Fairfax Ave. SILVER ROTH AND ASSOCIATES ELECTRICAL ENGINEER: Phone: (323) 933-3700 Email: sra@silverroth.com Calabasas, CA 91302 Contact: Paul Ferbrache 5000 N. Parkway Calabasas #307 SOUTH COAST ENGINEERING GROUP MECHANICAL & PLUMBING ENGINEER: Phone: (818) 224-2700 Email: pferbrache@sceginc.com Long Beach, CA 90806 Contact: C. Lindsey Perkins 2830 Temple Ave. LIGHTING DESIGN ALLIANCE LIGHTING DESIGNER: Phone: (562) 898-3843 Email: lperkins@lightingdesignalliance.com Palm Desert, CA 92211 Contact: Rich Vaughn 75-410 Gerald Ford Dr., Suite 100 MICHAEL BAKER INTERNATIONAL CIVIL ENGINEER: Phone: (951) 355-5748 Email: rich.vaughn@mbakerintl.com Solana Beach, CA 92075 Contact: Reid Katkov 307 S. Cedros Ave. BURTON LANDSCAPE ARCHITECTURE STUDIO LANDSCAPE ARCHITECT: Phone: (858) 794-7204 Email: reid@burton-studio.com Los Angeles, CA 90017 Contact: Claudia Walker 700 S. Flower St., Suite 2100 KPFF STRUCTURAL ENGINEER: Phone: (213) 418-0801 Email: claudia.walker@kpff.com La Quinta Resort & Club La Quinta, CA 92253 49-499 Eisenhower Drive ADDRESS: TOTAL VALUATION FOR FENCE AND GATES: $30,000.00 BLOCK & LOT: APN: 658190011 LOT: 30 MAP REF.: MB 269/001 TRACT NO.: TR 28545-3 GENERAL NOTES ROOM OR SPACE OCCUPANCY LOAD CONTENT FACTOR OCCUPANT LOAD CALCULATED AREA (NET SQ.-FT.) 2326STORAGE1/3001 2 JANITOR CLOSET 1 POOL EQUIPMENT ROOM STORAGE 1/300 87 RESTROOM / POOL EQIIPMENT BUILDING TOTAL 88 6178 972 MERCANTILE 1/301 2 3 BAR 1/5 273 55 2 RETAIL ASSEMBLY 1/100 155 BAR / RETAIL BUILDING TOTAL 3413 BAR AREA 4 1/15 366 25BAR DINING ASSEMBLY ASSEMBLY 1 NOTE: PUBLIC POOL ALTERATIONS REQUIRE SEPARATE POOL PERMIT AND HEALTH DEPARTMENT APPROVAL 2 2 ISSUE FOR PC RE-SUBMITTAL-V2 01/12/2024 NOTE: FIRE SUPPRESION SYSTEM WILL BE DESIGNED AND SUBMITTED TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL ON A "DESIGN BUILD" BASIS. 2 ISSUE FOR PC RE-SUBMITTAL-V3 03/27/20243 3 Irvine, CA 92618 Contact: David Furman 400 Spectrum Center Drive R.D. OLSON CONSTRUCTION GENERAL CONTRACTOR: Phone: 949-474-2001 Email: dfurman@rdolson.com 3 3 5 5 ISSUE FOR PC RE-SUBMITTAL-V4 07/26/20245 RFI 082 RFI 082 NEW MULTI-USER RESTROOM BUILDING WITH STORAGE ROOM TO SUPPORT ADULT POOL AND NEW BAR / RETAIL BUILDING. RESTROOM / POOL EQUIPMENT BUILDING: TYPE OF CONSTRUCTION: V-B, SPRINKLERED (328,405) OCCUPANCY: MIXED = S-2-(B.O.H), U-(POOL EQUIP. RM) USE: RESTROOMS AREA OF BUILDING: 1,400 SF ONE-STORY BUILDING BUILDING HEIGHT: APPROX. 16'-0" CMU LINEAR FOOTAGE: 141'-0" LINEAR HEIGHTS= WALL: 5'-10", ENTRY: 6'-6", B.O.H: 6'-3" POOL FENCE AND GATES LINEAR FOOTAGE: 147'-6" LINEAR HEIGHTS= ENTRY/ CABANA/ DBL GATE: 6'-0", B.O.H: 5'-0" BWFE2024-0248 77LF OF 6'0" BLOCK WALLS, 130LF OF METAL FENCING (HEIGHT VARIES FROM 5'0"-6'0")+ 6 CMU PILASTERS. ENGINEERED DESIGNS--STRUCTURAL REVIEW CONDUCTED UNDER BCOM2023-0044. 2022 CALIFORNIA BUILDING CODES. 10/14/2024 PBPB NO DIVING3FT 6IN NO DIVING3FT 6IN NO DIVING3FT 6IN NO DIVING3FT 6IN NO D I V I N G 3F T 6 I N NO D I V I N G 3F T 6 I N NO D I V I N G 3F T 6 I N NO DIVING3FT 6IN NO DIVING3FT 6IN NO D I V I N G 3F T 6 I N NO D I V I N G 3F T 6 I N NO DIVING4FT 8IN NO DIVING4FT 8IN NO D I V I N G 3F T 6 I N NO D I V I N G 3F T 6 I N NO DIVING4FT 8IN NO DIVING4FT 8IN F/ E F/E TV TV TV TV TVTVTV TVTVTVTVTVTVTV SP PB SP SP SP SPSPSP SPSPSPSPSPSPSPSP SP SPSPSPSP SP SP SP SP SP SP SEE LANDSCAPE DRAWINGS FOR NEW LANDSCAPING. SEE ELEC. DRAWINGS FOR NEW TREE LIGHT (TYP.) FLOOR PLAN A1.1 OVERALL ADULT POOL PLAN AND PATH OF TRAVEL NORTH SCALEOVERALL ADULT POOL PLAN AND PATH OF TRAVEL 1/8" = 1'-0"1 326-8805 326-3050 TEL 310 California Torrance Interior Design Architecture 90505 2630 Sepulveda Blvd. FAX 310 La Quinta, CA 92253 49-499 Eisenhower Drive Adult Pool Renovation La Quinta Resort & Club Path I:\_PROJ\LQR22-01\Dwgs\Adult Pool H O U S T O N / T Y N E R ISSUE FOR PLAN CHECK RE-SUBMITTAL-V4 - 07/19/2024 ISSUE FOR PLAN CHECK 08/11/2023 ISSUE FOR PC RE-SUBMITTAL 10/20/20231 310-326-3050 100% ISSUE FOR CONSTRUCTION 05/27/2024 (E) POOL (FOR REFERENCE ONLY) (E ) C O N C R E T E W A L K W A Y (E) CONCRETE WALKWAY POOL EQUIMENT ROOM JANITOR CLOSET MEN'S RESTROOM WOMEN'S RESTROOM BAR TRASH RETAIL B.O.H. CL CL (N) POOL (FOR REFERENCE ONLY)(N) SPA (E ) C O N C R E T E W A L K W A Y 1 A2.1 3 A2.1 2 A2.1 REFLECTED CEILING PLAN ROOF PLAN 1 A2.2A 1 A2.2B 2 A2.2A ROOF PLAN REFLECTED CEILING PLAN FLOOR PLAN (E) BUILDING OCCUPANTS (PER SECTION 3116B.2) PLUMBING CALCULATIONS TOTAL A-4 ASSEMBLY MEN WOMEN MEN WOMEN MEN WOMEN PROVIDED WATER CLOSET URINALS LAVATORIES REQUIRED 188 94 2 4 2 4 2 -2 - 2 2 2 2 188 OCCUPANT LOAD FACTOR PER CBC SECTION 3116B.2 OCCUPANCY GROUP A-4 OCCUPANT LOAD FACTOR EXISTING POOL 15 AREA (SQ. FT) OCCUPANT LOAD 1,500 100 94 94 94 POOL TOWELS (E) BUILDING (E) BUILDING(E) BUILDING (E) BUILDING (E) BUILDING (E) BUILDING NEW POOL NEW SPA 15 1,150 77 15 152 11 TOTAL SURFACE AREA 2,802 188 SEE LANDSCAPE DRAWINGS FOR NEW LANDSCAPING. SEE ELEC. DRAWINGS FOR NEW TREE LIGHT (TYP.) (N) PAVERS TYP. SEE LANDSCAPE AND CIVIL DRAWINGS EXIT #1 (N) GATE AND PILASTERS SEE LANDSCAPE DRAWINGS SEE ELEC. DRAWINGS FOR NEW GATE LIGHT. GATE PROVIDED WITH PANIC HARDWARE NOTE: ·SEE CIVIL DRAWINGS THIS AREA FOR CONCRETE AND PAVERS TO BE REMOVED ·SEE POOL DRAWINGS FOR NEW POOL AND SPA (E) FENCE TO REMAIN (E) FENCE TO REMAIN EXIT #2 (N) GATE AND PILASTERS SEE LANDSCAPE DRAWINGS. GATE PROVIDED W/ PANIC HARDWARE (N) GATE. SEE LANDSCAPE DRAWINGS NOTE: SEE CIVIL PLANS FOR SLAB ELEVATIONS NOTE: SEE CIVIL DRAWINGS THIS AREA FOR TRESS TO BE REMOVED SEE CIVIL DRAWINGS FOR SCOPE (N) SIDEWALK SEE CIVIL DRAWINGS (N) GAS FIREPLACE SEE LANDSCAPE AND PLUMBING DRAWINGS (E) ELECT. VAULT AND TRANSFORMER TO REMAIN. SEE CIVIL DRAWINGS NOTE: ·SEE CIVIL, POOL & LANDSCAPE DRAWINGS FOR SCOPE ACCESSIBLE SWIM LIFT SEE POOL DRAWINGS NOTE: SEE CIVIL PLANS FOR SLAB ELEVATIONS (N) PRE FABRICATED CABANAS. SEE LANDSCAPE AND ELECTRICAL DRAWINGS (TYP.) (N) LANDSCAPING. SEE LANDSCAPING DRAWINGS SEE ELEC. DRAWINGS FOR NEW TREE LIGHT (TYP.) (N) HARDSCAPE. SEE LANDSCAPING DRAWINGS (E) 5 FOOT NON-CLIMBABLE FENCE (N) GAS FIREPLACE SEE LANDSCAPE AND PLUMBING DRAWINGS EXIT #3 (N) GATE AND PILASTERS SEE LANDSCAPE DRAWINGS. GATE PROVIDED W/ PANIC HARDWARE (E) SIDEWALK TO REMAIN ALIGN FINISH. SEE CIVIL FOR ADDITIONAL INFORMATION (TYP.) (E) SIDEWALK TO REMAIN (E) SIDEWALK TO REMAIN (N) SIDEWALK SEE CIVIL DRAWINGS RINSE SHOWER 1 1 ACCESSIBLE PATH OF TRAVEL LEGEND INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN LOCATION (N) ACCESSIBLE PATH OF TRAVEL 5% MAX. IN DIRECTION OF TRAVEL & 2% MAX. CROSS SLOPE (N) ACCESSIBLE RESTROOM ALIGN FINISH. SEE CIVIL FOR ADDITIONAL INFORMATION (TYP.) ADA TRANSFER SHELF @ 18" A.F.F. AND 60" X 60" CLR. FLOOR SPACE CENTERED TO HANDRAIL WITH SLOPE < 2%. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION. RINSE SHOWER 60" X 60" CLR. WITH SLOPE < 2% AND ADA COMPLIANT LEVERS. SEE CIVIL, LANDSCAPE AND PLUMBING DRAWING FOR ADDITIONAL INFO. (E) FENCE TO REMAIN (E) FENCE TO REMAIN (N) FENCE MIN. 5'-0" TALL AND NON-CLIMBABLE SEE LANDSCAPE DRAWINGS (N) 6'-0" TALL SOLID CMU AND PLASTER WALL 1 1 1 1 R3'-8 " (N) 6'-0" TALL SOLID CMU AND PLASTER WALL (N) SLIDING GATE. SEE LANDSCAPE DWG'S CONDENSING UNIT. SEE MECHANICAL DWG'SLOW CMU WALL W/ EXTERIOR PLASTER LOW TEMP EQUIPMENT ON HOUSEKEEPING PAD EQ.6'-0"EQ. A3.2 2C 36"x36" CONCRETE WORK PAD FOR ELECTRICAL OCCUPANCY GROUP U 1 OCCUPANCY GROUP M 1 OCCUPANCY GROUP A-2 1 1 OCCUPANCY GROUP S-2 1 OCCUPANCY GROUP A-4 1 ACCESSIBLE PATH OF TRAVEL FROM LOBBY 1 ACCESSIBLE PATH OF TRAVEL FROM LOBBY 1 ISSUE FOR PC RE-SUBMITTAL-V2 01/12/20242 2 2 2 2 2 2 (N) TV, ELECTRICAL OUTLET, TV OUTLET AND NEW SPEAKER TO BE INSTALLED. SEE ELECTRICAL AND I.T. DWG'S. TYPICAL ON ALL CABANAS. 68"x60" DOOR FLOOR CLEARANCE 2 (N) AUDIO SPEAKER WITHIN LANDSCAPE. SEE I.T. DWG'S. FOR LOCATIONS AND ADDITIONAL INFORMATION 2 54"x60" DOOR FLOOR CLEARANCE 2 61"x60" DOOR FLOOR CLEARANCE 2 49"x48" DOOR FLOOR CLEARANCE 2 ADA TRANSFER SHELF @ 18" A.F.F. AND 60" X 60" CLR. FLOOR SPACE CENTERED TO HANDRAIL WITH SLOPE < 2%. SEE CIVIL PLANS FOR ADDITIONAL INFORMATION.2 2 NOTE: FIRE SUPPRESION SYSTEM WILL BE DESIGNED AND SUBMITTED TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL ON A "DESIGN BUILD" BASIS. 2 ISSUE FOR PC RE-SUBMITTAL-V3 03/27/20243 3 (N) 4" PVC FIRE LINE. GC TO REPAIR LANDSCAPING AND HARDSCAPE SIDEWALK AS REQUIRED AFTER FIRE LINE INSTALLATION. SEE CIVIL FIRE DRAWINGS (E) SIDEWALK TO REMAIN. SEE CIVIL FIRE DRAWINGS 3 3 3 (N) SIDEWALK SEE CIVIL DRAWINGS 3 (N) SIDEWALK. ALIGN FINISH. SEE CIVIL DRAWINGS 3 PROPOSED (N) DRY WELL. SEE CIVIL PLANS 3 (N) CONNECTION TO WATER MAIN. SEE CIVIL FIRE DRAWINGS 3 (N) CONNECTION TO WATER MAIN. SEE CIVIL FIRE DRAWINGS 3 RFI 032 ISSUE FOR PC RE-SUBMITTAL-V4 07/19/20244 4 ISSUE FOR PLAN CHECK SUBMITTAL 09/17/2024 FOR USE AS BLOCK WALL/FENCING SITE PLAN ONLY 10/14/2024 #4 TIES @ 12"OC (6) #5 VERT BARS HSSx PER ARCH 3' - 5" SPACING MAX (2) #4 TIES @ 2"OC 3B S4.3 21" DIA LANDSCAPEPAVING WHERE OCCURS PER ARCH CLR 4" 10" 4' - 0" 6' - 1" MAX PER ARCH 3" CLR TYP 3" CLR VERT BARS PER 3A/- TIES PER 3A/- (4) 3" HEADED STUD HSS 2 1/2 x 2 1/2 x 1/8 EMBEDED IN CONC POST BY ARCH #4 TIES @ 12"OC (6) #5 VERT BARS LANDSCAPE FENCE POST PER ARCH 8'-0" MAX SPACING PAVING WHERE OCCURS 5' - 0" MAX (2) #4 TIES @ 2"OC 1B S4.3 18" DIA 4' - 0" 2' - 0" TYP 3" CLR 3" CLR TYP 3" CLR VERT BARS PER 1A/- TIES PER 1A/- #4 TIES @ 12"OC (5) #5 VERT BARS HSS8x4x1/8 (2) #4 TIES @ 2"OC 2B S4.3 18" DIA LANDSCAPEPAVING WHERE OCCURS PER ARCH 4" EMBED 8" 3' - 3" 6' - 0" MAX PER ARCH 3" CLR TYP 3" CLR VERT BARS PER 2A/- TIES PER 2A/- EQ 4" EQ (4) 3" HEADED STUD 700 S. Flower St., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 www.kpff.com T Y N E R H O U S T O N / 326-3050 TEL 310 California Torrance, Architecture Interior Design 90505 2630 Sepulveda Blvd. Adult Pool Renovation C: \ R 2 2 \ 2 1 0 0 7 9 9 _ L a Q u i n t a R e s o r t H i l t o n _ R 2 2 _ o m a r . b e l tr a n S 2 8 G A . r v t 1/ 1 8 / 2 0 2 4 5 : 3 2 : 5 3 P M S4.3 CONCRETE DETAILS La Quinta Resort & Club 49-499 Eisenhower Drive La Quinta, CA 92253 SCALE : 1" = 1'-0"3 DOUBLE POOL GATE POST 3A ELEVATION 3B SECTION SCALE : 1" = 1'-0"1 FENCE POLE FOOTING 1A ELEVATION 1B SECTION SCALE : 1" = 1'-0"2 SPA EMERGENCY STOP FOOTING 2A ELEVATION 2B SECTION ISSUE FOR PLAN CHECK 08/11/2023 1 ISSUE FOR PC RE-SUBMITTAL 10/20/2023 1 2224 GNED ON 7-31-2023 2224 SIGNED ON 01.18.23 ISSUE FOR PLAN CHECK SUBMITTAL 09/17/2024 10/14/2024 2' - 0" LAP SPLICE MIN 1' - 0" 2' - 6 " 12" CMU WALL #4 @ 16" OC CONC FTG #5 @ 12" OC EA WAY (2) #4 TOP BARS DOWELS TO MATCH SIZE AND SPACING OF VERT WALL REINF STD 90° HOOK 3" CLR #4 @ 16" OC MAX 6" WALL TYP 3" CLR LAP SPLICE 2' - 6" SQ CONT FTG 0 " 3" CLR STUCCO PER ARCH, 1" MAX EACH SIDE TYP 3" CLR PER ARCH, 7' - 3" MAX 12" (4) #4 EA WAY 10" SQ PILASTER BLOCK #4 TIES @ 16" OC STD 90° HOOK MIN 1' - 0" 2B S5.1 STUCCO PER 2A/- TYP 1 1/2" CLR TIE PER 2A/- (4) #5 LAP SPLICE 3' - 6" SQ CONT FTG 0 " 3" CLR STUCCO PER ARCH, 1" MAX EACH SIDE TYP 3" CLR PER ARCH, 7' - 3" MAX 12" (4) #4 EA WAY (4) 6" CMU BLOCKS PER 3B/- #4 TIES @ 16" OC STD 90° HOOK MIN 1' - 0" 3B S5. 1 STUCCO PER 3A/- TIE PER 3A/- (4) #5 TYP 1 1/2" CLR (4) 6" CMU FULLY GROUTED W LAP SPLICE MIN 1' - 0" Hw 18" #5 @ 8" OC EA WAY #5 @ 8" OC EA WAY REINFORCEMENT SCHEDULE 3'-8" 3'-0" 7'-0" 5'-0" 8" CMU WALL FINISH PER ARCH #4 @ 16" OC CONC FTG REINFORCEMENT PER SCHEDULE (2) #4 TOP BARS DOWELS TO MATCH SIZE AND SPACING OF VERT WALL REINF STD 90° HOOK TYP 3" CLR0 " 3" CLR #4 @ 16" OC MAX HEIGHT Hw FTG WIDTH W SCALE : 1" = 1'-0"1 SPA CMU WALL DETAIL SCALE : 1" = 1'-0"2 BACK OF HOUSE PILASTER 2A ELEVATION 2B SECTION SCALE : 1" = 1'-0"3 POOL ENTRY GATE PILASTER 3A ELEVATION 3B SECTION 700 S. Flower St., Suite 2100 Los Angeles, CA 90017 O: 213.418.0201 www.kpff.com T Y N E R H O U S T O N / 326-3050 TEL 310 California Torrance, Architecture Interior Design 90505 2630 Sepulveda Blvd. Adult Pool Renovation C: \ R 2 2 \ 2 1 0 0 7 9 9 _ L a Q u i n t a R e s o r t H i l t o n _ R 2 2 _ o m a r . b e l tr a n S 2 8 G A . r v t 1/ 1 8 / 2 0 2 4 5 : 3 2 : 5 4 P M S5. 1 TYPICAL CMU DETAIL La Quinta Resort & Club 49-499 Eisenhower Drive La Quinta, CA 92253 ISSUE FOR PLAN CHECK 08/11/2023 1 ISSUE FOR PC RE-SUBMITTAL 10/20/2023 SCALE : 1" = 1'-0"4 FREESTANDING CMU WALL DETAIL 1 2224 GNED ON 7-31-2023 2224 SIGNED ON 01.18.23 ISSUE FOR PLAN CHECK SUBMITTAL 09/17/2024 NOT USED 10/14/2024 BLDG. BLDG.BLDG. BLDG. GRAVEL GRASS GRAVEL GRAVEL GRAVEL GRAVEL GRASS GRAVEL GRASS GRAVEL GRASS GRAVEL GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS GRASS CO N C W A L K GRAVEL CONC WALK 7/24/24 40'-8" block wall linear feet 24'-8" block wall linear feet 5'-9 1/2" fence linear feet 2'-0" block pilaster linear feet7'-1 1/2" fence and gate linear feet9'-4" fence linear feet36'-8" fence linear feet 1'-0" block pilaster linear feet 1'-0" block pilaster linear feet 7'-4 1/2" fence and gate linear feet 6'-2" fence linear feet 55'-6" fence linear feet 7'-8 1/2" fence and gate linear feet 1'-0" block pilaster linear feet 1'-0" block pilaster linear feet 3'-6" gate linear feet 8'-0" fence linear feet 7'-3" gate linear feet FOR USE AS BLOCK WALL/FENCING SITE PLAN ONLY 10/14/2024 ISSUE FOR PLAN CHECK SUBMITTAL 09/17/2024 10/14/2024 ISSUE FOR PLAN CHECK SUBMITTAL 09/17/2024 10/14/2024 2 ISSUE FOR PLAN CHECK SUBMITTAL 09/17/2024 10/14/2024 ISSUE FOR PLAN CHECK SUBMITTAL 09/17/2024 10/14/2024 ISSUE FOR PLAN CHECK SUBMITTAL 09/17/2024 10/14/2024