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BPOL2021-0408Permit Details PERMIT NUMBER City of La Quints BPOL2021-0408 Description: HAELING / POOL, SPA, AND WATER FEATURES Type: POOL CONSTRUCTION Subtype: PRIVATE Status: FINALED (WEB) Applied: 12/15/2021 ECON Approved: 3/8/2022 DCL Issued: 3/9/2022 JLIM Finaled: 11/29/2022 BLAK Expired: Parcel No: 767700026 Site Address: 53845 HUMBOLDT BLVD LA QUINTA,CA 92253 Subdivision: TR 33076-2 Block: Lot: 74 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Valuation: $95,000.00 Occupancy Type: Construction Type: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: POOL AND SPA AT REAR YARD WITH COURT YARD WATER FEATURE [JHA ENGINEERING]. APPROVED SITE PLAN AND ENGINEERING REQUIRED ON SITE FOR INSPECTIONS. THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2019 CALIFORNIA BUILDING CODES. Process Summary 265- 1 83 Applied to Approved Approved to Issued Issued to Finaled ADDITIONAL SITES — CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL DUANE CLAYTON 1/27/2022 1/27/2022 - INFORMED APPLICANT THAT PLAN REVIEW IS COMPLETE AND REQUIRES REVISIONS. E-MAIL DUANE CLAYTON 2/14/2022 2/14/2022 - APPLICANT UPLOADED 2ND SUBMITTAL. ONE -DAY REVIEW SCHEDULED. E-MAIL DUANE CLAYTON 2/25/2022 2/25/2022 - INFORMED APPLICANT THAT PLAN REVIEW IS COMPLETE AND REQUIRES REVISIONS. E-MAIL DUANE CLAYTON 3/8/2022 3/8/2022 - INFORMED APPLICANT THAT PLAN REVIEW IS COMPLETE AND APPROVED. NOTE DUANE CLAYTON 3/8/2022 3/8/2022 - PERMIT CREATED UNDER INCORRECT ADDRESS. LINK BROKEN WITH 53805 ADDRESS AND NEW LINK CREATED WITH 53845 HUMBOLDT ADDRESS. RESUBMITTAL DUANE CLAYTON 3/7/2022 3/7/2022 - 3RD SUBMITTAL UPLOADED BY APPLICANT. 3RD REVIEW SCHEDULED. Printed: Thursday, July 27, 2023 1:04:37 PM 1 of 10 CRWSYSTEMS Permit Details City of La Quinta PERMIT NUMBER BPOL2021-0408 CONDITIONS CONTACTS NAME TYPE NAME ADDRESS1 CITY I STATE ZIP PHONE FAX EMAIL APPLICANT CONTRACTOR OWNER LUXURY POOL CONSTRUCTION AND DESIGN LUXURY POOL CONSTRUCTION AND DESIGN EAST OF MADISON PO BOX 7406 PO BOX 7406 P 0 BOX 1482 LA QUINTA LA QUINTA LA QUINTA CA CA CA 92248 92248 92248 (858)342-1407 (858)342-1407 (858)342-1407 LUXURYPOOLDESIGN@ GMAIL.COM LUXURYPOOLDESIGN@ GMAIL.COM FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BSAS SB1473 FEE 101-0000-20306 0 $4.00 $4.00 3/9/22 R69371 INVOICE 1619 CREDIT LUXURY POOL CONSTRUCTION AND DESIGN JLIM Total Paid for BUILDING STANDARDS ADMINISTRATION $4.00 $4.00 BSA: DETACHED SPA/WATER FEATURE/OTHER 101-0000-42404 0 $208.41 $208.41 3/9/22 R69371 INVOICE 1619 CREDIT LUXURY POOL CONSTRUCTION AND DESIGN JLIM SWIMMING POOL/SPA/WATER FEATURE 101-0000-42404 0 $208.41 $208.41 3/9/22 R69371 INVOICE 1619 CREDIT LUXURY POOL CONSTRUCTION AND DESIGN JLIM SWIMMING POOL/SPA/WATER FEATURE PC 101-0000-42600 0 $113.38 $113.38 3/9/22 R69371 INVOICE 1619 CREDIT LUXURY POOL CONSTRUCTION AND DESIGN JLIM Total Paid for POOL / SPA 2021: $530.20 $530.20 RECORDS MANAGEMENT FEE 101-0000-42416 0 $11.00 $11.00 3/9/22 R69371 INVOICE 1619 CREDIT LUXURY POOL CONSTRUCTION AND DESIGN JLIM Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 Printed: Thursday, July 27, 2023 1:04:37 PM 2 of 10 CRWSYSTEMS Permit Details City of La Quinta DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD ■ • PAID BY CLTD BY TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 3/9/22 R69371 INVOICE 1619 CREDIT LUXURY POOL CONSTRUCTION AND DESIGN JLIM Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS: $550.20 $550.20 INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT DATE DATE REMARKS NOTES PRE-GUNITE BLD eTRAKiT Inspection Request 4/15/2022 11:41 AM LUXURY POOL CONSTRUCTION AND DESIGN Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM PRE-GUNITE DCL 3/15/2022 3/15/2022 DISAPPROVE D eTRAKiT Inspection Request 3/14/2022 8:31 AM LUXURY POOL CONSTRUCTION AND DESIGN Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM Printed: Thursday, July 27, 2023 1:04:37 PM 3 of 10 CRWSYSTE S Permit Details PERMIT NUMBER City of La Quints BPOL2021-0408 PRE-GUNITE DCL 3/15/2022 3/15/2022 DISAPPROVE D eTRAKiT Inspection Request - CLEAR ALL DEBRIS IN POOLS AND WATER FEATURES.- PLUMBING INCOMPLETE AT SOUTH POOL, AND WATER FEATURES. ADDITIONALLY, PLUMBING NOT ON TEST.- PROVIDE MINIMUM THREE INCHES OF CLEARANCE TO POOL STEEL AT ALL LOCATIONS. PRE-GUNITE DCL 3/16/2022 3/16/2022 PARTIALLY APPROVED eTRAKiT Inspection Request 3/15/2022 1:06 PM LUXURY POOL CONSTRUCTION AND DESIGN Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM - MAIN REAR YARD POOL ONLY. INCLUDES PARTIAL UNDERGROUNDS ALONG EAST SIDE OF POOL TO NORTHWEST AND SOUTHWEST CORNER SIDE YARDS. PRE-GUNITE DCL 3/31/2022 3/31/2022 PARTIALLY APPROVED eTRAKiT Inspection Request 3/30/2022 2:38 PM LUXURY POOL CONSTRUCTION AND DESIGN FOR MASTER BEDROOM POOL Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM - MASTER BEDROOM POOL ONLY. Printed: Thursday, July 27, 2023 1:04:37 PM 4 of 10 CRWSYSTEMS Permit Details City of La Quinta DECK BOND DCL 4/5/2022 4/5/2022 PARTIALLY APPROVED eTRAKiT Inspection Request 4/4/2022 12:53 PM LUXURY POOL CONSTRUCTION AND DESIGN Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM - MAIN REAR YARD POOL ONLY. UNDERGROUND GAS DCL 4/14/2022 4/14/2022 DISAPPROVE D eTRAKiT Inspection Request 4/13/2022 10:35 AM LUXURY POOL CONSTRUCTION AND DESIGN Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM - LINES NOT ON TEST AT TIME OF INSPECTION. UNDERGROUND ELEC DCL 4/14/2022 4/14/2022 PARTIALLY APPROVED - FROM SOUTHWEST CORNER TO NORTHEAST CORNER, AND TO NORTH SIDE YARD POOL EQUIPMENT LOCATION AT CASITA AREA. EXCLUDES COURTYARD WATER FEATURES. UNDERGROUND GAS MHU 4/15/2022 4/15/2022 APPROVED eTRAKiT Inspection Request 4/14/2022 3:24 PM LUXURY POOL CONSTRUCTION AND DESIGN Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM Printed: Thursday, July 27, 2023 1:04:37 PM 5 of 10 CRWSYSTE S Permit Details PERMIT NUMBER City of La Quints BPOL2021-0408 iiii PRE-GUNITE MHU 4/18/2022 4/18/2022 DISAPPROVE D eTRAKiT Inspection Re quest q 4/15/2022 11:45 AM LUXURY POOL CONSTRUCTION AND DESIGN FOR COURTYARD WATER FEATURE Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM UNDERGROUND PLBG MHU 4/18/2022 4/18/2022 APPROVED eTRAKiT Inspection Request 4/15/2022 11:44 AM LUXURY POOL CONSTRUCTION AND DESIGN FOR COURTYARD WATER FEATURE Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM UNDERGROUND GAS MHU 4/18/2022 4/18/2022 APPROVED eTRAKiT Inspection Request 4/15/2022 11:44 AM LUXURY POOL CONSTRUCTION AND DESIGN Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM UNDERGROUND ELEC MHU 4/18/2022 4/18/2022 APPROVED Printed: Thursday, July 27, 2023 1:04:37 PM 6 of 10 CRWSYSTEMS Permit Details City of La Quinta PERMIT NUMBER BPOL2021-0408 PRE-GUNITE DCL 4/20/2022 4/20/2022 PARTIALLY APPROVED eTRAKiT Inspection Request 4/19/2022 10:15 AM LUXURY POOL CONSTRUCTION AND DESIGN For courtyard and water feature Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM - COURTYARD WATER FEATURES. FULL APPROVAL.- PENDING RFI FROM FOR FOR ALTERNATE FOUNDATION PADS FIR RAIN WALL AT NORTH COURTYARD FEATURE. - UPDATED TO PARTIALLY APPROVED. OK TO GUNITE SOUTH SIDE OF COURT YARD WATER FEATURES. NORTH SIDE TO REMAIN ACCESSIBLE FOR PAD INSPECTION. RFI RECEIVED FOR ALTERNATE PADS; HOWEVER, INSPECTION REQUIRED TO VERIFY STEEL PLACEMENT MATCHES RFI. FOOTINGS DCL 4/28/2022 4/28/2022 CANCELED eTRAKiT Inspection Request 4/27/2022 12:43 PM LUXURY POOL CONSTRUCTION AND DESIGN FOR MASTER BEDROOM POOL & COURTYARD WATER FEATURE. Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM - DECK BOND INSPECTION CONDUCTED. - DECK BOND COURTYARD WATER FEATURES. - ADD FOURTH BONDING POINT AT MASTER POOL. Printed: Thursday, July 27, 2023 1:04:37 PM 7 of 10 CRWSYSTE S Permit Details City of La Quinta DECK BOND DCL 4/29/2022 4/29/2022 APPROVED eTRAKiT Inspection Request 4/28/2022 2:23 PM LUXURY POOL CONSTRUCTION AND DESIGN FOR MASTER BEDROOM POOL Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM - MASTER BEDROOM POOL. FULL APPROVAL. PRE -PLASTER DCL 8/19/2022 8/19/2022 APPROVED W/EXCEPTIO N eTRAKiT Inspection Request 8/18/2022 9:02 AM LUXURY POOL CONSTRUCTION AND DESIGN Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM - BUOYS ON SITE AT PRE -PLASTER. VERIFY INSTALLATION AT FINAL. FINAL** BLAK 11/15/2022 11/15/2022 DISAPPROVE D eTRAKiT Inspection Re quest q 11/11/2022 3:43 PM LUXURY POOL CONSTRUCTION AND DESIGN Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM Printed: Thursday, July 27, 2023 1:04:37 PM 8 of 10 CRWSYSTE S Permit Details PERMIT NUMBER City of La Quints BPOL2021-0408 FINAL** BLAK 11/15/2022 11/15/2022 DISAPPROVE D eTRAKiT Inspection Re quest q Not able to test spotlight to verify GFI protected not working at this time.Also calls out for 50 amp breaker for Paul sub panel currently 40 amp installed correct and recall inspection.Pool main panel has open hall need to cover.Secure conduit within 12 inches of all boxes.Walked all other items bonding pumps everything else is good with the exception of the two items listed. FINAL** BLAK 11/29/2022 11/29/2022 APPROVED eTRAKiT Inspection Request 11/28/2022 4:09 PM LUXURY POOL CONSTRUCTION AND DESIGN Contact Name: LUXURY POOL CONSTRUCTION AND DESIGN Site Address: 53845 HUMBOLDT BLVD Phone: 7606251300 e-Mail: LUXURYPOOLDESIGN@GMAIL.COM PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG NS ETRAKIT (1 DAY) DUANE CLAYTON 12/15/2021 12/16/2021 1/27/2022 REVISIONS REQUIRED - SEE SITE PLAN WITH CORRETIONS IN ATTAHCMENTS. 2ND BLDG NS — ETRAKIT (1 DAY) DUANE CLAYTON 2/14/2022 2/15/2022 2/25/2022 REVISIONS REQUIRED - SEE 2ND REVIEW PLAN SET WITH CORRECTIONS IN ATTACHMENTS. 3RD BLDG NS — ETRAKIT (1 DAY) DUANE CLAYTON 3/7/2022 3/8/2022 3/8/2022 APPROVED - SEE APPROVED PLAN AND ENGINEERING IN ATTACHMENTS. BOND INFORMATION Printed: Thursday, July 27, 2023 1:04:37 PM 9 of 10 CRWSYSTE S Permit Details City of La Quinta PERMIT NUMBER BPOL2021-0408 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 1/27/2022 DUANE CLAYTON 1ST REVIEW - PLAN SET (CORRECTIONS) BPOL2021 0408 1ST REVIEW - PLAN SET (CORRECTIONS).pdf 1 DOC 2/25/2022 DUANE CLAYTON 2ND REVIEW - PLAN SET (CORRECTIONS) BPOL2021-0408 - 2ND REVIEW - PLAN SET (CORRECTIONS).pdf 1 DOC 3/7/2022 DUANE CLAYTON 3RD SUBMITTAL - PLAN SET BPOL2021 0408 3RD SUBMITTAL - PLAN SET.pdf 1 DOC 3/8/2022 DUANE CLAYTON POOL ENGINEERING (APPROVED) BPOL2021-0408 - POOL ENGINEERING (APPROVED).pdf 1 DOC 3/8/2022 DUANE CLAYTON PLAN SET (APPROVED) BPOL2021 0408 PLAN SET (APPROVED).pdf 1 DOC 4/21/2022 DUANE CLAYTON RFI - ALTERNATE WATER FEATURE PAD 4-S2 BRES2021 0164 RFI- ALTERNATE WATER FEATURE PAD 4-52.pdf 1 DOC 12/15/2021 Etrakit Contractor ENGINEERING Haeling Engineering.pdf 1 DOC 12/15/2021 Etrakit Contractor REFELECTION POOL ENGINEERING Haeling Reflection Pool.pdf 1 DOC 12/15/2021 Etrakit Contractor SITE PLAN Haeling Site Plan.pdf 1 Printed: Thursday, July 27, 2023 1:04:37 PM 10 of 10 CRWSYSTEMS .>E COLON 111* FAMILY DEEP DARK BLUE Sun Shelf 3 Feet 6 Feet 9 Feet BLACK ONYX PEBBLE SHEEN BLACK 1 "x l " TILE CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 03/08/2022 BY ' C Safety Features - New pools and spas shall be equipped with at least two of the following drowning prevention safety features. (H&S § 115922 - SB No. 442) • Enclosure that isolates the pool or spa from dwelling. • Removable Mesh fencing, a gate that is self -latching and closing and can accommodate a key lockable device. • Safety pool cover. • Exit alarms on doors that provide direct access to pool or spa. • A self -closing self latching device placed on doors providing direct access to pool or spa. • An alarm that when placed in a pool or spa, will sound upon detection. (Surface Motion, Pressure, Sonar, Laser) Construction is NOT PERMITTED in the following Code Holidays: New Year's Day Dr. Martin Luther King Jr. Day President's Day Memorial Day Independence Day Labor Day Veteran's Day Thanksgiving Day Christmas BPOL2021-0408 - 53805 HUMBOLDT BLVD HAELING / POOL, SPA, AND WATER FEATURES CONSTRUCTION HOURS October 1st - April 30 Monday - Friday: 7:00 a.m. to 5:30 p.m. Saturday : 8:00 a.m. to 5:00 p.m. Sunday : None Government Code Holidays: None May 1st - September 30th Monday - Friday: 6:00 a.m. to 7:00 p.m. Saturday : 8:00 a.m. to 5:00 p.m. Sunday : None Government Code Holidays: None POOL AND SPA AT REAR YARD WITH COURT YARD WATER FEATURE [JHA ENGINEERING]. APPROVED SITE PLAN AND ENGINEERING REQUIRED ON SITE FOR INSPECTIONS. THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2019 CALIFORNIA BUILDING CODES. 4 \ 4 \ / 1 1/2" Extruded EXISTING Polystyrene — ' \ Min. 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GAS 18" WD LIVING GAS - 0" SB uS 12" WD IIT 12" WD U z w 4'-0" WD. 22'-6" 4'-3" WD. 4'-0" WD. • - 0" SB 2,8STOR S4P — 54P 2'8 CL cite — cite • 2'8 B2 OA% II III 111111 1101010141 II 1111111 GAS — GAS — GAS — GAS GAS - CAS - GAS 0" II 0" I I c, in CL KIT BED 1 2'8 GAS — GAS — GAS GAS B1 /// ////,// - //. 12' SB. HUMBOLDT BOULEVARD PL TWO 6" EQUALIZER LINE REFLECTION POND AT 18" WATER DEPTH, 6" TILE WATERLINE, BLACK ONYX PEBBLE SHEEN INTERIOR FINISH (202 SQ.FT. / 57 LN.FT.) TANNING SHELF AT 12" WATER DEPTH WITH ONE UMBRELLA SLEEVE 5'x4' FOOTING FOR 2'x2' POST WITH WATER CURTAIN REFER TO APPROVED ENGINEER AND ARCHITECTURAL PLANS AS PART OF THIS SET, UNDER WATER SEATING BENCH AT 16" WATER DEPTH POOL SPLIT MAIN DRAIN SUCTION MINIMUM 3' APART. ANTI -COVERS 10" ASME / ANSI APPROVED 12" LIGHT BROOM FINISH COLORED CONCRETE DECKING TWO 6" EQUALIZER LINE TANNING SHELF AT 12" WATER DEPTH WITH ONE UMBRELLA SLEEVE POOL EQUIPMENT 50 AMP SUBPANEL WITH 36" CLEARANCE AT FRONT AND SIDE POOL EQUIPMENT: 400,000 BTU HEATER *ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED POOL / SPA LIGHT JUNCTION BOX POOL / SPA LIGHT ON GROUND FAULT CIRCUIT INTERRUPTER TRANSFORMERS ELECTRIC CONDUIT 152' - 2" POLYPROPYLENE GAS PIPE 53845 HUMBOLDT BOULEVARD ntivntiwvwvwvwvw� � _ rntiw o Y> DIAL BEFORE YOU DIG TOLL FREE TWO WORKING /DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT COURTYARD YARD POOL ONLY POOL EQUIPMENT SPECIFICATIONS TYPE : GUNITE SIZE : 38'-0" x 12'-2" MIN. & MAX. WATER DEPTH • POOL ONLY: SURFACE AREA : 1286 SQ.FT. VOLUME 39,278 GAL PERIMETER • 197 FT POOL AND SPA SURFACE AREA : N/A PERIMETER • N/A COMBINED : VOLUME N/A FILTER : PENTAIR SIZE : (1) CCP520 SQ.FT. GAS LINE • FROM METER CIRCULATION PUMP' (1) PENTAIR 3.0HP WHISPERFLO VARIABLE SPEED ADDITIONAL PUMP* (1) PENTAIR 3.0HP WHISPERFLO VARIABLE SPEED HEATER' PENTAIR SALT WATER SYSTEM• PENTAIR IC40-A OTHER SYSTEMS. ULTRA UV2 WATER SANITIZER AND PARAMOUNT CLEAR 03 OZONE GENERATOR SIZE • 400,000 BTU MASTER TEMP SPA LIGHT. N/A POOL LIGHTS)• (8) PENTAIR 12v LED COLOR CHANGING LIGHTS CONTROL SYSTEM• 4 FUNCTION PENTAIR EASY TOUCH CONTROL PANEL WITH SCREEN LOGIC SMART PHONE INTERFACE SAFETY FEATURES • ALL ANTI -ENTRAPMENT COVER INSTALLATION MEETING CURRENT STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) • EXIT ALARMS TO BE INSTALLED IN ALL DOORS WITH DIRECT ACCESS TO THE POOL AREA • CONDUIT AND GAS LINE SHALL BE 18" BELOW FINISHED GRADE. • NO OVERHEAD UTILITY SERVICE LINE EXISTS. • GATE SHALL BE SELF -CLOSING, SELF -LATCHING (LATCH TO BE 54" ABOVE FINISHED GRADE) AND SHALL SWING OUTWARD AWAY FROM POOL/SPA. ELECTRICAL EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE GRADIENTS IN THE POOL AREA AS PER CEC RT. 680.26. ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED. 2022 CALIFORNIA BUILDING CODE (BASED ON 2006 IBC) 2022 CALIFORNIA MECHANICAL CODE (BASED ON 2006 UMC) 2022 CALIFORNIA PLUMBING CODE (BASED ON 2009 UPC) 2022CALIFORNIA ELECTRICAL CODE (BASED ON 2006 NEC) 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS GOVERNMENT CODE SECTION 4216.2 (a)(1) EXCEPT IN AN EMERGENCY, ANY PERSON PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL NOTIFICATION CENTER, AT LEAST, TWO WORKING DAYS, BUT NO MORE THAN 14 CALENDAR DAYS, PRIOR COMMENCING THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED IN AN AREA THAT IS KNOWN, OR REASONABLY SHOULD BE KNOWN TO CONTAIN SUBSURFACE INSTALLATIONS OTHER THAN THE UNDERGROUND FACILITIES OWNED OR OPERATED BY THE EXCAVATOR AND IF PRACTICAL, THE EXCAVATOR SHALL DELINEATE WITH WHITE PAINT OR OTHER SUITABLE MARKING AREA TO BE EXCAVATED. SAFETY BARRIER REQUIREMENTS PER SWIMMING POOL SAFETY ACT 115920 OF THE CALIFORNIA HEALTH AND SAFETY CODE EFFECTIVE 1-1-2007 SCALE 1/8" l' -0" PROJECT NUMBER OBLIGATIONS OF BUYER 1. APPROVE POOL AND SPA ELEVATIONS AND VERIFY LOCATION OF PROPERTY LINES 2. IF REQUIRED THE OWNER SHOULD PAY FOR RE-ROUTING OF OVERHEAD OR UNDERGROUND UTILITIES. 3. IF REQUIRED THE OWNER SHOULD PAY FOR ANY ADDITIONAL COSTS INCURRED DUE TO UNDERGROUND OBSTACLES , ROCK OR WATER. 4. IF REQUIRED THE OWNER SHOULD PAY FOR ANY ADDITIONAL COSTS INCURRED DUE TO SOIL WITH INADEQUATE BEARING CAPACITY. 5. IF REQUIRED THE OWNER SHOULD PAY FOR ELECTRICAL PANEL CHANGES IF EXISTING SERVICE IS INADEQUATE. LOCAL CODES. 7. AGREE THAT LUXURY POOL CONSTRUCTION & DESIGN. IS NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OTHER ITEMS IN THE ACCESS AREA. OWNER APPROVES PLAN, POOL AND EQUIPMENT LOCATIONS AND HAS READ THE OBLIGATIONS AND NOTICES ABOVE. SIGNATURE(S): DATE* REVISIONS DESCRIPTION DATE 2 3 4 5 6 SUBJECT TITLE: POOL PLAN DRAWN BY: CR APPROVED BY: JR DATE: 01/19/2022 PROJECT MGR: BO SHEET NO. 3 OF 3 HS-3.O GUEST LIVING BLACK 1 "x l " TILE DEEP DARK BLUE Sun She" 3 Feet 6 Feet 9 Feet BLACK ONYX PEBBLE SHEEN DA.Z1iT DIAL BEFORE YOU DIG TOLL FREE TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 03/08/2022 BY C 1 /2" Extruded Polystyrene Min. Seperation WATER SURFACE 6" MIN. } . EXISTING HOUSE STRUCTURE OR BLOCK WALL 2" CLR. 12" MIN. LOAD FOOTING 45' CLEARANCE DEEPENED FOOTING O JHA Engineers 43585 Monterey Avenue, Suite 7 Palm Desert, CA. 92260 (760) 345-1352 clan • jhaengkieering.com Mil Mill Mil Mill Mil Mill Mil LIGHT BROOM FINISH COLORED CONCRETE DECKING POOL SPLIT MAIN DRAIN SUCTION MINIMUM 3' APART. ANTI -COVERS 10" ASME / ANSI APPROVED ■ i 1 J • it 1_ =i1._■ BLOCK CMU WALL AT +72" WITH LIGHT BROOM FINISH COLORED CONCRETE CAP, TILE VENEER INTERIOR, (6) 18" WIDE SHEER DESCENTS WITH DEDICATED PUMP AND PLUMBING, STUCCO AND PAINT BACKSIDE TO MATCH ARCHITECTURE RAISED PLANTER BED AT +36" WITH LIGHT BROOM FINISH COLORED CONCRETE CAP, TILE VENEER EXTERIOR, THOROSEAL AND WATERPROOF INTERIOR 192' - 22" POLYPROPYLENE GAS PIPE (HEATERS ONLY) ELECTRIC CONDUIT 296' - 22" POLYPROPYLENE GAS PIPE (FIREPITS ONLY) 53845 HUMBOLDT BOULEVARD C,9 GAS GAS METER MAIN HOUSE 200 AMP ELECTRICAL PANEL if GAS 2'8 GAS - GASH GAS - GAS 0 M BATH I \ / I • / I I/X\I/ \l 2'8 GAS Gas Mk 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • E \ 1 � GA\ ■ 1 1 SIDE YARD POOL ONLY POOL EQUIPMENT SPECIFICATIONS TYPE : GUNITE SIZE : 30'-6" x 18'-0" MIN. & MAX. WATER DEPTH • POOL ONLY: SURFACE AREA : 457 SQ.FT. PERIMETER • 97 FT VOLUME. 14,100 GAL POOL AND SPA SURFACE AREA : N/A COMBINED : VOLUME. N/A PERIMETER • N/A FILTER : PENTAIR SIZE : (1) CCP520 SQ.FT. GAS LINE FROM METER CIRCULATION PUMP (1) PENTAIR 3.OHP WHISPERFLO VARIABLE SPEED ADDITIONAL PUMP (1) PENTAIR 3.0HP WHISPERFLO VARIABLE SPEED HEATER: PENTAIR SIZE • 400,000 BTU MASTER TEMP SALT WATER SYSTEM• PENTAIR IC40-A OTHER SYSTEMS. ULTRA UV2 WATER SANITIZER AND PARAMOUNT CLEAR 03 OZONE GENERATOR SPA LIGHT. N/A POOL LIGHT(S). (4) PENTAIR 12v LED COLOR CHANGING LIGHTS CONTROL SYSTEM• 4 FUNCTION PENTAIR EASY TOUCH CONTROL PANEL WITH SCREEN LOGIC SMART PHONE INTERFACE SAFETY FEATURES • ALL ANTI -ENTRAPMENT COVER INSTALLATION MEETING CURRENT STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) • EXIT ALARMS TO BE INSTALLED IN ALL DOORS WITH DIRECT ACCESS TO THE POOL AREA • CONDUIT AND GAS LINE SHALL BE 18" BELOW FINISHED GRADE. • NO OVERHEAD UTILITY SERVICE LINE EXISTS. • GATE SHALL BE SELF -CLOSING, SELF -LATCHING (LATCH TO BE 54" ABOVE FINISHED GRADE) AND SHALL SWING OUTWARD AWAY FROM POOL/SPA. ELECTRICAL EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE GRADIENTS IN THE POOL AREA AS PER CEC RT. 680.26. ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED. 2022 CALIFORNIA BUILDING CODE (BASED ON 2006 IBC) 2022 CALIFORNIA MECHANICAL CODE (BASED ON 2006 UMC) 2022 CALIFORNIA PLUMBING CODE (BASED ON 2009 UPC) 2022CALIFORNIA ELECTRICAL CODE (BASED ON 2006 NEC) 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS GOVERNMENT CODE SECTION 4216.2 (a)(1) EXCEPT IN AN EMERGENCY, ANY PERSON PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL NOTIFICATION CENTER, AT LEAST, TWO WORKING DAYS, BUT NO MORE THAN 14 CALENDAR DAYS, PRIOR COMMENCING THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED IN AN AREA THAT IS KNOWN, OR REASONABLY SHOULD BE KNOWN TO CONTAIN SUBSURFACE INSTALLATIONS OTHER THAN THE UNDERGROUND FACILITIES OWNED OR OPERATED BY THE EXCAVATOR AND IF PRACTICAL, THE EXCAVATOR SHALL DELINEATE WITH WHITE PAINT OR OTHER SUITABLE MARKING AREA TO BE EXCAVATED. SAFETY BARRIER REQUIREMENTS PER SWIMMING POOL SAFETY ACT 115920 OF THE CALIFORNIA HEALTH AND SAFETY CODE EFFECTIVE 1-1-2007 SCALE 1 /8"=11-0" PROJECT NUMBER OBLIGATIONS OF BUYER 1. APPROVE POOL AND SPA ELEVATIONS AND VERIFY LOCATION OF PRO Y LINES 2. IF REQUIRED THE OWNER SHOULD PAY FOR RE-ROUTING OF OVERHEAD OR UNDERGROUND UTILITIES. 3. IF REQUIRED THE OWNER SHOULD PAY FOR ANY ADDITIONAL COSTS INCURRED DUE TO UNDERGROUND OBSTACLES , ROCK OR WATER. 4. IF REQUIRED THE OWNER SHOULD PAY FOR ANY ADDITIONAL COSTS INCURRED DUE TO SOIL WITH INADEQUATE BEARING CAPACITY. 5. IF REQUIRED THE OWNER SHOULD PAY FOR ELECTRICAL PANEL CHANGES IF EXISTING SERVICE IS INADEQUATE. 6. IF REQUIRED THE OWNER SHOULD PROVIDE FENCING AND WINDOW GLAZING TO LOCAL CODES. 7. AGREE THAT LUXURY POOL CONSTRUCTION & DESIGN. IS NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OTHER ITEMS IN THE ACCESS AREA. OWNER APPROVES PLAN, POOL AND EQUIPMENT LOCATIONS AND HAS READ THE OBLIGATIONS AND NOTICES ABOVE. SIGNATURE(S): DATE. REVISIONS DESCRIPTION DATE 2 3 4 5 6 SUBJECT TITLE: POOL PLAN LUXURY POOL CONSTRUCTION & DESIGN DRAWN BY: CR APPROVED BY: JR DATE: 01/19/2022 PROJECT MGR: BO SHEET NO. 2 OF 3 HS-2.O BLACK 1 "x l " TILE POOL SPLIT MAIN DRAIN SUCTION MINIMUM 3' APART. ANTI -COVERS 10" ASME / ANSI APPROVED RIM FLOW AT 0" WITH 1 x 1 BLACK TILE DEDICATED VAC LINE SPA SPLIT MAIN DRAIN SUCTION MINIMUM 3' APART. ANTI -COVERS 10" ASME / ANSI APPROVED SPA AT 0" WITH 12" WIDE TILE DAM WALL, (16) HYDRO THERAPY JETS AT ALTERNATE HEIGHTS, 6" TILE WATERLINE, BLACK ONYX PEBBLE SHEEN INTERIOR FINISH 10'x12' SURGE TANK WITH 24"x24" ACCESS DOOR POOL EQUIPMENT 50 AMP SUBPANEL WITH 36" CLEARANCE AT FRONT AND SIDE (1) POOL EQUIPMENT: 400,000 BTU HEATER *ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED (3) POOL / SPA LIGHT JUNCTION BOX (3) POOL / SPA LIGHT ON GROUND FAULT CIRCUIT INTERRUPTER (3) TRANSFORMERS (2) SPA AIR LINES (2) POOL EQUIPMENT: 400,000 BTU HEATER *ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED ■ ME ME ME ME ME ME ME ME EMI ME EMI ME EN CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 03/08/2022 BY---D C PL 90'-1" 111,1111111111111 iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii MMMMMMMMMMMMMMMMMMMM a MMMMMMMMMMMM I MMW M MASTER 1•P :SS ■ ■ M-1 ■ ■ CL BENCH S4P — 84P 2'8 1 OW 3' BENCH iiPiiPI ill iiIi iiiPi.It iiiliiili1IiiiIiiiIi iiii`iiI,H (1) POOL EQUIPMENT: 400,000 BTU HEATER *ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED BAR 1 //////////////////////////// 54P — 84P — 84P NM Ell ®®®®®®® Ell ®Ell NM MN BED 2 OFFICE i SB. PL 1 Sun Shelf 3 Feet 6 Feet 9 Feet BLACK ONYX PEBBLE SHEEN UNDER WATER SEATING BENCH AT 16" WATER DEPTH TWO (2) FIRE TROUGH AT 0" WITH FIREBRICK INTERIOR FII MANUAL BURNER ASSEMBLY WITH GAS VALVE AND KEY, %4" BLACK LAVA ROCK MEDIA TANNING SHELF AT 9" WATER DEPTH WITH ONE UMBRELLA SLEEVE 12"x24" BRICK PAVER DECKING SAND SET OVER 4" OF COMPACTED ROAD BASE AND 1" OF BEDDING SAND, POLYMERIC SAND GROUT, MUD SET PERIMETER BARBECUE BY OTHERS ZERO EDGE WATERL WATERLINE ILE PEBBLE SHEEN• DECKING w ce 11111 A ZERO EDGE POOL DETAIL GUNITE SHELL 8" MAIN POOL DECKING COMPACTED SUBGRADE 3" DRAIN LINE18" o.c. TO CONNECT TO MAIN COLLECTION PIPE MANIFOLD COLLECTION PIPE ZERO EDGE VARIES 2 COMPACTED SUBGRADE GUNITE SHELL 10 e'rV) 15"<I SCALE: 3/4"=1'-0" WATERLINE HIGH JET MIDDLE JET 21" LOW JET a 18" 42" �11CALF JE r TYPICAL JET DETAIL (RIM FLOW SPA) SCALE: 1 "=1'-0" 53845 HUMBOLDT BOULEVARD DIAL BEFORE YOU DIG TOLL FREE RT TWO WORKING DAYS BEFORE YOU DIG 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REAR YARD POOL ONLY POOL EQUIPMENT SPECIFICATIONS TYPE : GUNITE SIZE : 80'-0" x 40'-6" MIN. & MAX. WATER DEPTH • 4'-0"- 4'-3" POOL ONLY : SURFACE AREA : 2486 SQ.FT. PERIMETER • 238 FT VOLUME. 75,931 GAL POOL AND SPA SURFACE AREA : 3036 SQ.FT. PERIMETER • 271 FT COMBINED : VOLUME. 92,729 GAL FILTER : (2) PENTAIR SIZE : (2) CCP520 SQ.FT. GAS LINE • FROM METER CIRCULATION PUMP. (2) PENTAIR 3.0HP WHISPERFLO VARIABLE SPEED ADDITIONAL PUMP (1) PENTAIR 3.0HP WHISPERFLO VARIABLE SPEED A SALTHEWTER:ATER (2) SYSTEMPENTAIR(2) PENTAIR IC40-A OTHER SYSTEMS. (2) ULTRA UV2 WATER SANITIZER AND PARAMOUNT CLEAR 03 OZONE GENERATOR SPA LIGHT• (1) PENTAIR 12v LED COLOR CHANGING LIGHT POOL LIGHTS) (11) PENTAIR 12v LED COLOR CHANGING LIGHTS SIZE • (2) 400,000 BTU MASTER TEMP CONTROL SYSTEM• 4 FUNCTION PENTAIR EASY TOUCH CONTROL PANEL WITH SCREEN LOGIC SMART PHONE INTERFACE SAFETY FEATURES • ALL ANTI -ENTRAPMENT COVER INSTALLATION MEETING CURRENT STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) • EXIT ALARMS TO BE INSTALLED IN ALL DOORS WITH DIRECT ACCESS TO THE POOL AREA • CONDUIT AND GAS LINE SHALL BE 18" BELOW FINISHED GRADE. • NO OVERHEAD UTILITY SERVICE LINE EXISTS. • GATE SHALL BE SELF -CLOSING, SELF -LATCHING (LATCH TO BE 54" ABOVE FINISHED GRADE) AND SHALL SWING OUTWARD AWAY FROM POOL/SPA. ELECTRICAL EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE GRADIENTS IN THE POOL AREA AS PER CEC RT. 680.26. ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED. 2022 CALIFORNIA BUILDING CODE (BASED ON 2006 IBC) 2022 CALIFORNIA MECHANICAL CODE (BASED ON 2006 UMC) 2022 CALIFORNIA PLUMBING CODE (BASED ON 2009 UPC) 2022CALIFORNIA ELECTRICAL CODE (BASED ON 2006 NEC) 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS GOVERNMENT CODE SECTION 4216.2 (a)(1) EXCEPT IN AN EMERGENCY, ANY PERSON PLANNING TO CONDUCT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL NOTIFICATION CENTER, AT LEAST, TWO WORKING DAYS, BUT NO MORE THAN 14 CALENDAR DAYS, PRIOR COMMENCING THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED IN AN AREA THAT IS KNOWN, OR REASONABLY SHOULD BE KNOWN TO CONTAIN SUBSURFACE INSTALLATIONS OTHER THAN THE UNDERGROUND FACILITIES OWNED OR OPERATED BY THE EXCAVATOR AND IF PRACTICAL, THE EXCAVATOR SHALL DELINEATE WITH WHITE PAINT OR OTHER SUITABLE MARKING AREA TO BE EXCAVATED. SAFETY BARRIER REQUIREMENTS PER SWIMMING POOL SAFETY ACT 115920 OF THE CALIFORNIA HEALTH AND SAFETY CODE EFFECTIVE 1-1-2007 SCALE 1/8" 11-0" PROJECT NUMBER OBLIGATIONS OF BUYER 1. APPROVE POOL AND SPA ELEVATIONS AND VERIFY LOCATION OF PROPERTY LINES 2. IF REQUIRED THE OWNER SHOULD PAY FOR RE-ROUTING OF OVERHEAD OR UNDERGROUND UTILITIES. 3. IF REQUIRED THE OWNER SHOULD PAY FOR ANY ADDITIONAL COSTS INCURRED DUE TO UNDERGROUND OBSTACLES , ROCK OR WATER. 4. IF REQUIRED THE OWNER SHOULD PAY FOR ANY ADDITIONAL COSTS INCURRED DUE TO SOIL WITH INADEQUATE BEARING CAPACITY. 5. IF REQUIRED THE OWNER SHOULD PAY FOR ELECTRICAL PANEL CHANGES IF EXISTING SERVICE IS INADEQUATE. 6. IF REQUIRED THE OWNER SHOULD PROVIDE FENCING AND WINDOW GLAZING TO LOCAL CODES. 7. AGREE THAT LUXURY POOL CONSTRUCTION & DESIGN. IS NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OTHER ITEMS IN THE ACCESS AREA. OWNER APPROVES PLAN, POOL AND E e - ' ENT LOCATIONS AND HAS READ THE OBLIGATIONS AND NOT I - :OVE. ATURE(S): DATE. REVISIONS DESCRIPTION DATE 1 2 3 4 5 6 SUBJECT TITLE: LUXURY POOL CONSTRUCTION & DESIGN DRAWN BY: CR APPROVED BY: JR DATE: 02/14/2022 PROJECT MGR: BO SHEET NO. 1 OF 3 HS-1.O POOL PLAN 2' COLUMN TOP 1 2' I *3's 04"o.c. *3's el2"o.c. 4' k INT. POOL COL. SECTION 24x12x1" STL CAP w/ '/4" CONT. F.W. TO W I2x65 BELOW. I2"x12"x'4" STL. PLT w/ CONT BUTT WELD. TO STL CAP TO WI2x65 COLUMN. PRE DRILL FOR II) SD54x41/2 TOP SIDE /a\ \ m� .6____4__ I—u I II n r I I I I I I r TOP VIEUJ 51/4x24 VL's o/ W I2x65 w/ 14" CONT F.W. TO 24x12x1" STL CAP . PRE DRILL CAP FOR 8) SDS"4x41/2, EA. SIDE W I2x65 STEEL COLUMN. FURRING 0 COLUMN PER ARCHITECT 12" SQ. x I" STL PLATE w/ 4) 34"4x24" A.T. w/ DBL NUT 4 WASHER 11/2" NON SHRINK DRYPACK 8) "%o L's: SEE FOOTING TOP VIEW CONCRETE FOOTING AND COLUMN f'c=4.5 ksi, TYP *4's A 12" o.c. E.W., T4B "6 L's: SEE FOOTING TOP VIEW 3" CLR ALL STEEL *3 CAGE w/ 6" MIN O.L. 8) "6 L's: SEE COLUMN SECTION - 04's m 12" o.c. E.W., T413 COUIRTYAIRD COLUMNS AT ADJACENT POOL �s2� 3 65 ) P3 COURTYARD Oo PRE -CAST COPING WATER SURFACE 1 0 IiJ 0 X #3© 6"O.C. VERT STL. 3" CLR. 33?s - HORIZ. STL. < \-'57pTHROUGHOUT 16" MIN. LAP 1111 IIll=ll11=1111 ff 18" MIN. TRANSITION 4" #3®12"0.C. CLR. DEEP END RAMP CONC. DECKING EXPANSIVE X \\ .I / 33? MAX. CONC. DECK �l =llll= I=1111= 4 MILL VISQUEEN 6" GUNITE W/#3 OR 6" CONC. BLK. W/#3 © 48"O.C. VERT. STL. SOLID GROUT ALL CELLS 4 #3© BOND BEAM 3�- �o RAISED BOND BEAM ELECTRICAL PULL BOX 10" ABOVE WATER PER NEC SPECS. 4'-0" 12" N.T.S. =1IIIclIIII.-i1 IIIII lllI- L=N11- IIII-�, I 1/2" PVC 10' MIN. LENGTH 4" MIN L1111-111L11/L nll-lnl_ #3© 6" 0.C. BOTH WAYS AROUND NICHE D 5' 4 #3© BOND BEAM SO2 MASTIC #3 o < HORIZ.N WALL THK. (MIN.) VERTICAL DEPTH IN FEET NON E%PANSIYE E%PANSI 4" 4" 0 FT. 4" 4" 1 4" 4" 2Ft 4" 1 4" 3FT. 5" 5" 4FT. 6" 6" 5FT. 6" 6" 6FT. 6" 8" 7FT. 6" 9" 8FT. #3© 6" 0.C. POOL SIDE L 4' MIN. W/DECK F 6' MIN. W/O DECK FTG. 1/8"TO 1/4" 12" 1 1/2". i OR AS REQ'D BY CIIY NOTE: THIS SECTION CAN BE USED FOR DEEP END RAMPS UP TO 5' IN DEPTH USE 4 #4 BAR BOND BEAM AND EXTEND BARS 3' EA. SIDE OF RAMP WALL THICKNESS TO CHANGE UNIFORMLY 3+ BOND BEAM STL. 3 #3 FOR NON -EXPANSIVE SOIL SCHEDULE - 1 4 #3 FOR EXPANSIVE SOIL WATER SURFACE #3© 12"0.C1 VERT SIIL #3©-120. OR I Z. THROUGHOUT -STOP EXTRA STEEL POOL DEPTH 5'0" OR MORE WATER TILE ram -PLASTER N 1 ,RECESSED 1\1� LIGHT 0 SECTION AT LIGHT BOX FIN. GR. REINF. GUNITE #3© 12" 0.C. BOTH WAYS 4" WATER LEVEL MAIN SUMP DRAIN AT LOW POINT DUAL INLETS PER PLUMBING CODE. EXTRA #3 12"0. VERT STEEI AS SHOWN STD. REINFORCEMENT + DIMENSION SA E AS A OVE 0 16" M N. LAP .1 1 0 w 0 J 0 0 0 y MASTIC EXPANSIVE JOINT r TYPICAL LONGITUDINAL SECTION 71 i/II-IIII H2" #3© BOND BM. 12" r /MAS0NARY COPING MORTAR PLASTER BOND BEAM STANDARD COPING + TILE O .ror�o4� =uluum=llll un-IIII-- =nn-n 2 #3 BARS . VARIES TO 1 IIII-I111- U11-all-l/II-IIII- 1111=1111= NEW FILL 4 #3© BOND BEAM #3© 12"O.C. HORIZ. STL. THROUGHOUT IIII-11U-III /71T i� /EIS n IIII-IIII- #3© 12"O.C. VERT STL. NAT. GR. WATER SURFACE TANNING SHELF DETAIL I I 4" MIN ELEVATION _,II =IIu 1111-1 a-n SKIMMER NICHE DETAIL O r0 1111_nu- ADD #3 12" 0.C. LONGITUDINAL © TRANSITION WHEN REQ'D BY BLDG. DEPT. 4'-0" MAX. TYPICAL POOL 16" [BOTTOM LAPHy ul-nll-�18 7/- TRANS. BEND BOND BM. STL. AROUND NICHE 0 R=2'6" MAX. R=1'0" MIN. L8" MIN TRANSITION '1 DECK 3 1/2" CONC. SLAB 15 LB. FELT OR 4 MILL VISQUEENI/II 711 IIII RADIUS SCHEDULE #3© 12" 0.C. B.W. IN POOL BOTTOM. CENTER ALL STL. IN GUNITE FINISH GRADE TO WASTE POOL DEPTH „R„ 3'-6" 1'-0" 4'-0" 1'-0" 5'-0" 1'-6" 5'-6" 2'-0" 6'-0" 2'-6" 6'-6" 3'-0" 7'-0" 3'-6" 7'-6" 4'-0" 8'-0" 4'-6" 8'-6" 5'-0" 3" MIN. OR �AS REQ'D BY CITY 11111/I11111=111 / 1III//1/1111 'P" TRAP DETAIL LEVEL BOND BM. W/ GROUT BEFORE POURING DECK MASTIC TILE PLASTER BOND BEAM CANT. CONCRETE DECKING O DECK OR CAP--\\ MIN 4" MIN 6" #3 VERT STL__i 459 © 12" 0.C. 4" MIN. 0 2 #3 BOND BM. FIN. GR. 1 VARIES TO IIII-IIII= II11=1111-IIII-1111= 1111-1111 (NEW FILL 4 #3© BOND BEAM #3© 12"O.C. HORIZ.j STL. THROUGHOUT #3© 12"O.C. VERT STL. NAT. GR. IIII-lll1-111i1T111111 n i=lllgyllll- HE:m.1 WATER SURFACE TYPICAL POOL LAPI- 16" L (BOTTOM llw 'TRANS. SHALLOW END FILL ADJACENT TO POOL 0 2 #3 BOND BM. STRAIGHT WA-L-Ii\ VERT STL. & 1 #3© 12" 0.C. 24" 4" TYP. BOTTOM SECTION W/ SEE TYP. POOL SECTION TYPICAL INFINITE EDGE SECTION WATER SURFACE VERT STL. & STRAIGHT WALL WATER SURFACE SPA POOL NOTE; THE STANDARD POOL PLAN IS DESIGNED TO ALLOW THE SIDE WALL TO BE CAPABLE OF SUPPORTING WATER IN THE POOL FOR UP TO 30" WITHOUT SOIL SUPPORT. THIS DESIGN ALSO ALLOWS THE DISTANCE TO THE SLOPE ABOVE 30" DEPTH TO BE LESS THAN 7 FEET. CAP 4 MILL VISQUEEN 12" GUNITE W/#4 OR STL. SOLID GROUT ALL CELLS 4 #3© BOND BEAM TO INSTALL ON EXISTING BOND BEAM EPDXY -TIE REBAR 5/8" DRILL BIT SPECIAL INSPECTION NOT REQUIRED SEE BELOW MASTIC #3 MAS IC #3 HORIZ. WATER TILE PLASTER THE HOLE LOCATIONS, HOLE DIAMETER AND DEPTH, HOLE CLEANING TO BE IN ACCORDANCE WITH SECTION 1704.13 OF THE IBC AND THE PRINTED INSTALLATION PER ESR-2508. THE CARTRIDGE IS TO BE CHECKED AS TO EXPIRATION DATE RAISED BOND BEAM 0 53845 HUMBOLDT BOULEVARD 4" TYP. BOTTOM SECTION W/ SEE TYP. POOL SECTION SPA ADJACENT TO POOL TYPICAL SPA SECTION MASONARY DECK - POOL PLANTER VENEER WEEP HOLES RAISED PLANTER EXPANSIVE SOIL ONLY \_CONC. FT'G MOISTURE BARRIER PROVIDE PLAN & CALCS. EDFOR RET. WALL. PROJECT: ALTERNATE TO BARRIER PUT IN CONC. BOTTOM (THESE PLANS ARE ONLY VALID FOR THE FOLLOWING SITE) If WATER SURFACE 12 POOL DEPTH POOL DEPTH POOL POOL SIDE 5'0" OR LESS POOL SIDE 5'0" OR MORE NOTES: 1. POOL SHALL BE COMPLETELY ENCLOSED BY APPROVED FENCE. FENCE SHALL BE MIN. 5'-0" HIGH ABOVE THE GROUND. GATES SHALL BE SELF CLOSING AND SELF LATCHING, WITH LATCH 4'-6" MIN. ABOVE THE GROUND, AS PER LOCAL ORDINANCES. 2. POOL SHALL NOT BE FILLED WITH WATER UNTIL THE FENCE ENCLOSURE HAS BEEN CONSTRUCTED AND APPROVED. 3. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL. 4. POOL EQUIPMENT IS NOT PERMITTED IN FRONT YARD OR A REQUIRED SIDE YARD ADJACENT TO MAIN BUILDING. 5. POOL SHALL BE PROVIDED WITH APPROVED FILTER AND DRAIN. 6. ELECTRICAL AND PLUMBING PERMITS TO BE TAKEN OUT AT THE SAME TIME AS POOL BUILDING PERMIT. 7. CEMENT SHALL CONFORM TO CBC/IBC STD. 26-1, A.S.T.M. 8. GUNITE SHALL NOT BE LESS THAN 1 TO 4 11/2, 28 DAY 2500 P.S.I. COMP. 9. STEEL SHALL CONFORM TO A.S.T.M. A 615 GR. 40, LAPPED 40 DIA. 10. POOL SHALL BE MIN. 5'-0" FROM BUILDINGS, TREES, OR PROPERTY LINES. 11. SOIL SHALL HAVE BEARING 1000 #1 FT. UNDISTURBED EARTH, NO GROUND WATER. 12. GUNITE TO BE PLACED AGAINST UNDISTURBED EARTH EXCEPT FILL & RAMP. 13. PLUMBING & ELECTRICAL INSTALLATION TO CONFORM TO LOCAL CODES. 14. KEEP CONCRETE CONSTANTLY DAMP FOR 14 DAYS. 15. MINIMUM CLEARANCE BETWEEN EARTH AND STEEL TO BE 2". (AREAS OF HIGH SULFATE IN THE SOIL IT SHALL BE 3" MIN. AND BE TYPE 5 CEMENT CONCRETE. 4000 PSI) TYPICAL BOND X SEE SCHEDULE 1171 BOND BEAM STL. CONC. WATER SURFACE IDECKING PLACE ADDIT. VERT.STL. IN WALL IN ACCORDANCE WITH SCHEDULE 2. D SEE SCHEDULE 1842 16"MIN. BUILDING SURCHARGE EOUIPOTENTIAL BONDING GRID 1. GRID STRUCTURE. THE EQUIPOTENTIAL BONDING GRID SHALL COVER THE CONTOUR OF THE POOL AND THE POOL DECK EXTENDING 3 FT. HORIZONTALLY FROM THE INSIDE OF THE WALLS OF THE POOL. THE EQUIPOTENTIAL BONDING GRID SHALL BE ARRANGED IN 12" X 12" NETWORK OF CONDUCTORS IN A UNIFORMLY SPACED PERPENDICULAR GRID PATTERN WITH TOLERANCE OF 4". 2. SECURING. THE BELOW -GRADE GRID SHALL BE SECURED WITHIN OR UNDER THE POOL AND DECK MEDIA. 3. WHERE THE REINFORCING STEEL IS USED IT SHALL BE BONDED TOGETHER WITH A SOLID COPPER CONDUCTOR NOT SMALLER THAN #6 AWG BARE SOLID COPPER WIRE AT ALL POIINTS OF CROSSING. CONNECTIONS SHALL BE MADE AS REQUIRED BY CEC250.120(C) WHERE ANY REINFORCING STEEL IS EPDXY -TIED TO WALLS #4 REBAR 5/8" DRILL BIT 4 1/4" EMBED 3" EDGE DISTANCE. THE HOLE LOCATIONS, HOLE DIAMETER AND DEPTH, HOLE CLEANING TO BE IN ACCORDANCE WITH SECTION 1704.13 IBC AND THE PRINTED INSTALLATION PER ESR-2508,. THE CARTRIDGE TO BE CHECKED AS TO EXPIRATION DATE. THIS INSPECTION CAN BE BY THE LOCAL BULDING INSPECTOR. AND MAY REQUIRE AN ADDITIONAL INSPECTION FEE. DECK EXPANSION JOINTS REQ'D IN DECK AT INDIO, AREAS SOUTH OF INDIO AND AREAS IN EXPANSIVE SOIL SEE NOTE NO. 15 XPANSIVE SOIL 3" CLR. EXPANSIVE SOIL CLR. SCHEDULE 2 ONE STORY HOUSE OR GARAGE FOUND- ATION, 1000 LB./FT. OR FENCE TYPICAL SITE PLAN BOND ALL METALS WITHIN 5' OF WATERS EDGE. ALL PEDESTRIAN GATES TO BE SELF CLOSING AND SELF -LATCHING, DESIGNED TO KEEP DOOR SECURELY CLOSED AT ALL TIMES WHEN NOT IN ACTUAL USE. GATE TO SWING AWAY FROM POOL. ALL SETBACKS TO BE A MIN. OF 5' FROM WATERS EDGE UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. VERIFY ALL SETBACKS WITH THE CITY/COUNTY BEFORE BEGINNING PROJECT. SURCHARGE ADDIT. VERT. STL. WATER D SEE SCHEDULE 1/2" MIN. APPROVED SEALANT (___BLANK MEANS NO SPECIAL THICKNESS OR REINF. REQUIRED 1/2" Extruded Min. Seperation SURFACE4 16"MIN. rLAP REMAINDER OF JOINT IN CELOTEX OR OTHER EXP. MATERIAL EXPANSIVE JOINT ROCK CONC. prFLOOR 12" MIN. PRIOR TO FILLING THE SWIMMING POOL WITH WATER, AN APPROVED BARRIER (I.E. UL APPROVED ALARM SYSTEM OR FENCE) MUST BE CHECK CLEARANCE OF SERVICE DROPS WITH ELECTRIC COMPANY GFI AS REQUIRED \_NO OPENINGS MORE THAN 4". NOTE: ALL FENCING TO BE MIN. 5' IN HEIGHT. IF POOL EQUIPT. IS LESS THAN 10' FROM ANY WOOD FENCE ON PROPERTY LINE, A 5' MSRY. SOUND WALL MAY BE REQUIRED. ( CHECK WITH BUILDING OFFICIAL) AND ACCESSABLE ONLY BY OWNER OR AGENT• AS OF JAN 1, 2020 THE 2019 EDITIONS OF THE CALIFORNIA BUILDING, FIRE, ELECTRICAL, PLUMBING, MECHANICAL, ENERGY AND EXISTING BUILDING CODES WILL BE EFFECTIVE. REF. SECTION 3109 OF SAID CODE FOR SWIMMING POOL ENCLOSURES AND SAFETY DEVICES. SECTION 1809.7.3 SETBACK FROM TOP OF SLOPE TO BE 7 FEET WITHOUT SPECIAL DESIGN. AS OF JAN 1, 2020 THE 2019 EDITION OF THE CALIFORNIA ENERGY CODE WILL BE EFFECTIVE. REF. SECTION 110.4-MANDATORY REQUIREMENTS FOR POOL AND SPA SYSTEMS AND EQUIPMENT. EXAMPLE "COVERS SHALL BE INSTALLED FOR OUTDOOR POOLS WITH HEATERS." ONE STORY HOUSE OR GARAGE FOUND- ATION, OR ROCK DEEPENED FOOTING o EXPIRES 3-31-23 • ADD FOLLOWING INFORMATION AS APPLICABLE ON SITE PLAN 11/30/2021 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE ( POOL GENERAL SPECIFICATIONS WATER D SEE SCHEDULE 1/2" MIN. APPROVED SEALANT (___BLANK MEANS NO SPECIAL THICKNESS OR REINF. REQUIRED 1/2" Extruded Min. Seperation SURFACE4 16"MIN. rLAP REMAINDER OF JOINT IN CELOTEX OR OTHER EXP. MATERIAL EXPANSIVE JOINT ROCK CONC. prFLOOR 12" MIN. PRIOR TO FILLING THE SWIMMING POOL WITH WATER, AN APPROVED BARRIER (I.E. UL APPROVED ALARM SYSTEM OR FENCE) MUST BE CHECK CLEARANCE OF SERVICE DROPS WITH ELECTRIC COMPANY GFI AS REQUIRED \_NO OPENINGS MORE THAN 4". NOTE: ALL FENCING TO BE MIN. 5' IN HEIGHT. IF POOL EQUIPT. IS LESS THAN 10' FROM ANY WOOD FENCE ON PROPERTY LINE, A 5' MSRY. SOUND WALL MAY BE REQUIRED. ( CHECK WITH BUILDING OFFICIAL) AND ACCESSABLE ONLY BY OWNER OR AGENT• AS OF JAN 1, 2020 THE 2019 EDITIONS OF THE CALIFORNIA BUILDING, FIRE, ELECTRICAL, PLUMBING, MECHANICAL, ENERGY AND EXISTING BUILDING CODES WILL BE EFFECTIVE. REF. SECTION 3109 OF SAID CODE FOR SWIMMING POOL ENCLOSURES AND SAFETY DEVICES. SECTION 1809.7.3 SETBACK FROM TOP OF SLOPE TO BE 7 FEET WITHOUT SPECIAL DESIGN. AS OF JAN 1, 2020 THE 2019 EDITION OF THE CALIFORNIA ENERGY CODE WILL BE EFFECTIVE. REF. SECTION 110.4-MANDATORY REQUIREMENTS FOR POOL AND SPA SYSTEMS AND EQUIPMENT. EXAMPLE "COVERS SHALL BE INSTALLED FOR OUTDOOR POOLS WITH HEATERS." ONE STORY HOUSE OR GARAGE FOUND- ATION, OR ROCK DEEPENED FOOTING o EXPIRES 3-31-23 • ADD FOLLOWING INFORMATION AS APPLICABLE ON SITE PLAN 11/30/2021 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE ( POOL GENERAL SPECIFICATIONS SIZE X AREA • DEPTH TO SHAPE LINER POOL CAPACITY GALS. PUMP MOTER H.P. FILTER SQ. FT. VACUUM LINE 8c SKIMMER RETURN LINE MAIN DRAIN fl SKIMMER MODEL BACKWASH LINE ANTI SIPHON VALVE HEATER SIZE BTU GASLINE BY: VENTED BY: LIGHT CLOCK ELECTRIC BY: ELECTRICAL BONDING BY: POOL CLEANER CHLORINATOR BOARD -SIZE BOARD SUPPORTS LADDER -MODEL WATER SLIDE # COLOR HOOKUP GRADING STUB PLUMB DYES O NO DECK BY: NOTES: DRAWN BY: JESSE McGUIRE DATE 8/7/91 OK'D BY: JOHN H. HACKER DATE 1/1/15 POOL NOT TO SCALE DEEP END SHALLOW END UNLESS OTHERWISE SPECIFIED: IS__ SHALLOW TO__ DEEP THIS PLAN AND HEREBY APPROVE POOL AND EQUIPMENT LOCATION .CUSTOMERS SIGNATURE DATE SPA GENERAL SPECIFICATIONS SPA TYPE: MDL# DIMENSION: DEPTH: COLOR TOTAL GALLONS SPA JETS TILE PUMP 8c MOTOR AIR BLOWER GAS LINE: PLUMBING FOR SPA: ELECTRICAL: CLOCK: EXCAVATION DECKING MISCELLANEOUS: SOLAR GENERAL SPECIFICATIONS SQ. FT POOL SQ. FT. PANEL PANEL TYPE PANEL SIZE NUMBER PANELS PLUMB RUN AUTOMATIC MANUAL THERMOMETERS BOOSTER PUMP SINGLED DOUBLE ELECTRIC BY: OWNER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXCAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE SELF CLOSING AND SELF DO NOT TURN ON POOL UGHT WHEN POOL IS EMPTY POOL OR SPA NAME THE M ADISON CLUB ADDRESS 53805 HUMBOLDT BOULEVARD CROSS STREETS RES. PHONE BUS. PHONE SWIMMING POOL CONSTRUCTION rJHA Engineers 43585 Monterey Avenue, Suite 7 Palm Desert, CA. 92260 (760) 345-1352 Subsidiary of Insu-Fonn Ina } DATE COMPLIANCE