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BPOL2021-0322
Permit Details PERMIT NUMBER City of La Quinta BPOL2021-0322 4 Description: COME BACK LLC/ POOL AND [2] SPAS AT REAR AND SIDE YARD Type: POOL CONSTRUCTION Subtype: PRIVATE (WEB) Status: FINALED Parcel No: 767670005 Site Address: 52435 ROSS AVE LA QUINTA,CA 92253 Subdivision: TR 33076-1 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Valuation: $200,000.00 Occupancy Type: Construction Type: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Block: Lot: 9 Applied: 9/24/2021 ECON Approved: 9/29/2021 JAN Issued: 9/29/2021 AOR Finaled: 6/3/2022 JAN Expired: Details: COME BACK LLC/ POOL AND SPA AT REAR YARD. DETACHED SPA AT SIDE YARD. TWO DROWNING SAFETY FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. THIS PERMIT DOES NOT INCLUDE PE LINE GOING TO [3]FIRE PITS AND BBQ, ON SEPARATE PERMIT.. PLEASE PROVIDE WET STAMPED POOL ENGINEERING SHEET ON SITE FOR INSPECTION FIELD VERIFY. NEW EQUIPMENT MUST BE LOCATED IN AN APPROVED LOCATION EITHER WITHIN THE REAR YARD SETBACK OR 5' MINIMUM FROM THE SIDE P/L--FIELD VERIFY. 2019 CALIFORNIA BUILDING CODE. REVISION 1: DESIGN CHANGES TO POOL AND SPA AT REAR YARD WITH RELOCATION OF EQUIPMENT [SITE SPECIFIC / POOL ENGINEERING INC.] THIS PERMIT DOES NOT INCLUDE PE LINE GOING TO [3] FIRE PITS AND BBQ. POOL PLANS AND ENGINEERING TO BE ONSITE FOR INSPECTION. 2019 CALIFORNIA BUILDING CODE. Process Summary 247 5 0 ii Applied to Approved Approved to Issued Issued to Finaled ADDITIONAL SITES I L E-MAIL AJ ORTEGA 11/18/2021 11/18/2021 EMAILED APPLICANT (ACCOUNTING@STOKERPOOLS.COM) THAT REVISION 1 PLANS ARE APPROVED. E-MAIL JULIO ANAYA 9/29/2021 9/29/2021 INFORMED APPLICANT PERMIT IS APPROVED AND READY FOR ISSUANCE CONDITIONS Printed: Thursday, July 06, 2023 4:37:50 PM 1 of 8 CRWSYSTEMS Permit Details PERMIT NUMBER City of La Quinta BPOL2021-0322 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT F P D SERVICES INC DBA STOKER POOLS 43653 Parkway Esplanade East La Quinta CA 92253 (310)980-3399 ACCOUNTING@STOKE RPOOLS.COM CONTRACTOR F P D SERVICES INC DBA STOKER POOLS 43653 Parkway Esplanade East La Quinta CA 92253 (310)980-3399 ACCOUNTING@STOKE RPOOLS.COM OWNER COME BACK ONE YEAR LLC 53370ROSS AVENUE LA QUINTA CA 92253 (310)980-3399 FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY RE -INSPECTION FEE 101-0000-42400 0 $83.37 $83.37 3/4/22 WEB10911 635 975 679 CREDIT 820132 ECON RE -INSPECTION FEE 101-0000-42400 0 $83.37 $83.37 5/4/22 WEB11641 6369403694 CREDIT 820132 ECON Total Paid for ADMINISTRATIVE: $166.74 $166.74 HOURLY CHARGE CITY BUILDING STAFF 101-0000-42600 0.5 $83.50 $83.50 11/18/21 WEB9923 633695705 18 CREDIT 820132 ECON Total Paid for BLDG CITY STAFF - PER HOUR: $83.50 $83.50 BSAS 5B1473 FEE 101-0000-20306 0 $8.00 $8.00 9/29/21 WEB9452 6327�009002 CREDIT 820132 ECON Total Paid for BUILDING STANDARDS ADMINISTRATION $8.00 $8.00 BSA: DETACHED SPA/WATER FEATURE/OTHER 101-0000-42404 0 $201.25 $201.25 9/29/21 WEB9452 632709002 90 CREDIT 820132 ECON SWIMMING POOL/SPA 101-0000-42404 0 $201.25 $201.25 9/29/21 WEB9452 63279009002 CREDIT 820132 ECON SWIMMING POOL/SPA PC 101-0000-42600 0 $109.48 $109.48 9/29/21 WEB9452 632709002 90 CREDIT 820132 ECON Total Paid for POOL / SPA 2019: $511.98 $511.98 Printed: Thursday, July 06, 2023 4:37:50 PM 2 of 8 CRWSYSTEMS Permit Details PERMIT NUMBER City of La Quinta BPOL2021-0322 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 $10.00 9/29/21 WEB9452 632709002 90 CREDIT 820132 ECON Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 9/29/21 WEB9452 632709002 90 CREDIT 820132 ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 INSPECTION' SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES FINAL** BLD eTRAKiT Inspection Request 5/31/2022 2:26 PM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM PRE-GUNITE DCL 1/3/2022 1/3/2022 APPROVED eTRAKiT Inspection Request 12/28/2021 11:23 AM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM Printed: Thursday, July 06, 2023 4:37:50 PM 3 of 8 CRWSYSTE S Permit Details City of La Quinta PERMIT NUMBER BPOL2021-0322 DECK BOND DCL 3/1/2022 3/1/2022 CANCELED eTRAKiT Inspection Request 2/28/2022 9:07 AM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone:7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM KRISTA CALLED TO CANCEL THE INSPECTION (760)772-1111 - CANCELLED PER CALL TO CONCIERGE DESK. DECK BOND DCL 3/2/2022 3/2/2022 DISAPPROVE D eTRAKiT Inspection Request 3/1/2022 8:48 AM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM - WORK INCOMPLETE. RECALL DECK BOND INSPECTION WHEN READY. DECK BOND DCL 3/3/2022 3/3/2022 DISAPPROVE D eTRAKiT Inspection Request 3/2/2022 3:53 PM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM Printed: Thursday, July 06, 2023 4:37:50 PM 4 of 8 CRWSYSTE S Permit Details City of La Quinta DECK BOND DCL 3/3/2022 3/3/2022 DISAPPROVE D eTRAKiT Inspection Request - UNABLE TO VERIFY MINIMUM OF FOUR EQUALLY SPACED BONDING POINTS, WORK COVERED PRIOR TO INSPECTION. REINSPECTION FEE ASSESSED FOR RETURN TRIP REQUIRED FOR ADDITIONAL DECK BOND INSPECTION. RECALL DECK BOND INSPECTION WHEN BONDING POINTS ARE EXPOSED FOR INSPECTION. UNDERGROUND GAS MHU 3/8/2022 3/8/2022 APPROVED eTRAKiT Inspection Request 3/7/2022 2:49 PM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM DECK BOND MHU 3/8/2022 3/8/2022 APPROVED eTRAKiT Inspection Request 3/7/2022 2:49 PM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM PRE-GUNITE DCL 3/14/2022 3/14/2022 NOT READY eTRAKiT Inspection Request 3/10/2022 11:49 AM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM Printed: Thursday, July 06, 2023 4:37:50 PM 5 of 8 CRWSYSTE S Permit Details City of La Quinta PERMIT NUMBER PRE-GUNITE DCL 3/15/2022 3/15/2022 APPROVED eTRAKiT Inspection Request 3/14/2022 8:51 AM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM - WEST SIDE YARD SPA. FULL APPROVAL. UNDERGROUND ELEC DCL 3/15/2022 3/15/2022 APPROVED - WEST SIDE YARD SPA. FULL APPROVAL. UNDERGROUND PLBG DCL 3/15/2022 3/15/2022 APPROVED - WEST SIDE YARD SPA. FULL APPROVAL. DECK BOND DCL 3/18/2022 3/18/2022 DISAPPROVE D eTRAKiT Inspection Request 3/17/2022 12:52 PM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM - MINIMUM OF FOUR BONDING POINTS REQUIRED AT WEST SIDE YARD SPA. DECK BOND JAN 3/21/2022 3/21/2022 APPROVED eTRAKiT Inspection Request 3/18/2022 3:37 PM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM SOUTH SIDE SPA Printed: Thursday, July 06, 2023 4:37:50 PM 6 of 8 CRWSYSTE S Permit Details City of La Quinta PERMIT NUMBER BPOL2021-0322 PRE -PLASTER MHU 3/28/2022 3/28/2022 APPROVED eTRAKiT Inspection Request 3/25/2022 11:09 AM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM FINAL** DCL 4/5/2022 4/5/2022 NOT READY eTRAKiT Inspection Request 4/4/2022 3:14 PM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM - WORK INCOMPLETE AT TIME OF INSPECTION.- REINSPECTION FEE ASSESSED. FINAL** JAN 6/3/2022 6/3/2022 APPROVED eTRAKiT Inspection Request 6/2/2022 2:40 PM F P D SERVICES INC DBA STOKER POOLS Contact Name: F P D SERVICES INC DBA STOKER POOLS Site Address: 52435 ROSS AVE Phone: 7607721111 e-Mail: ACCOUNTING@STOKERPOOLS.COM PARENT PROJECTS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE I RE DATEED STATUS REMARKS NOTES Printed: Thursday, July 06, 2023 4:37:50 PM 7 of 8 CRWSYSTE S Permit Details City of La Quinta Jt 1ST BLDG NS ETRAKIT (1 DAY) JULIO ANAYA 9/24/2021 11/18/2021 APPROVED PREVIOUSLY APPROVED BUT NOT CLEARED, SEE APPROVED DATE FOR ACTUAL DATE. 1ST BLDG NS ETRAKIT (1 DAY) AJ ORTEGA 11/17/2021 11/18/2021 11/18/2021 APPROVED REVISION 1: EQ LOCATION REVISION 1: RELOCATION OF EQUIPMENT ONLY, NO OTHER CHANGES TO SCOPE OF PREVIOUSLY PERMITTED WORK. 2ND BLDG NS — ETRAKIT (1 DAY) AJ ORTEGA 11/18/2021 11/19/2021 11/22/2021 APPROVED REVISION 1: POOL DESIGN REVISION 1: DESIGN CHANGES TO POOL AND SPA AT REAR YARD WITH RELOCATION OF EQUIPMENT [SITE SPECIFIC / POOL ENGINEERING INC.] THIS PERMIT DOES NOT INCLUDE PE LINE GOING TO [3] FIRE PITS AND BBQ. POOL PLANS AND ENGINEERING TO BE ONSITE FOR INSPECTION. 2019 CALIFORNIA BUILDING CODE. NO DELTA REVISION NOTES PROVIDED ON PLANS, CLARIFICATION FROM CONTRACTOR STATED MORE OF THE DESIGN HAS BEEN CHANGED IN THE REVISION 1 DRAWINGS. BOND INFORMATION ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 11/22/2021 Al ORTEGA REVISION 1 - PLAN SET (APPROVED) BPOL2021 0322- REVISION 1 - PLAN SET (APPROVED).pdf 1 DOC 9/24/2021 Etrakit Contractor 1ST SUBMITTAL COMPLETE PLAN SET Lot_9A_Complete Plans SIGNED.pdf 1 DOC 11/17/2021 Etrakit Contractor Revised Pool plan, perimeter changed to1 zero edge Lot 9APlans — — SIGNED —111721.pdf DOC 9/29/2021 JULIO ANAYA SITE PLAN (APPROVED) BPOL2021-0322 - SITE PLAN (APPROVED).pdf 1 DOC 9/29/2021 JULIO ANAYA POOL ENGINEERING (FOR REFERENCE ONLY BPOL2021-0322 - POOL ENGINEERING (FOR REFERENCE ONLY).pdf 0 Printed: Thursday, July 06, 2023 4:37:50 PM 8 of 8 CRWSYSTE S r CUSTOM POOL AND SPA FO R LOT 9A RESIDENCE 52-435 ROSS AVENUE LA QUINTA, CA BPOL2021-0322 CI TY OF LA QU N TA BU LD N GD VI 9 ON REVI EYED FOR COCE CCFfPLI Ai1 CE BY: A. owe: 11/22/2021 REVISION 1: DESIGN CHANGES TO POOL AND SPA AT REAR YARD WITH RELOCATION OF EQUIPMENT [SITE SPECIFIC / POOL ENGINEERING INC.] THIS PERMIT DOES NOT INCLUDE PE LINE GOING TO [3] FIRE PITS AND BBQ. POOL PLANS AND ENGINEERING TO BE ONSITE FOR INSPECTION. 2019 CALIFORNIA BUILDING CODE. C B P ABBREVIATIONS AB A.F.F. AC A/C ACOUST AD ADD ADJ A/E AFF AGGR ALT ALUM ANOD APPROP APPROX ARCH AS AT BD BITUM BLDG BLK BLKG BLKT BM BOT BP BR BRG BRGG BRK BRKT BTWN BU BW CAB CAMB CB C/C CEM CER CF CFM CI CJ CL CLG CLKG CLO CLR CMU CND CNTR CO C.O. COL COMP CONC CONN CONST CONT CONTR CONV CP CPT CSK CT CTR CU CY DB DBL DBA DEG DET DF ANCHOR BOLT ABOVE FINISH FLOOR ASPHALTIC CONC AIR CONDITIONING ACOUSTICAL AREA DRAIN/ACCESS ADDENDUM ADJUSTABLE ARCHITECT/ENGINEER ABOVE FINISH FLOOR AGGREGATE ALTERNATE ALUMINUM ANODIZED APPROPRIATE APPROXIMATE ARCHITECTURAL ARCHITECTURAL STONE ACOUSTIC TILE AND ANGLE AT /AT THE BOARD BITUMINOUS BUILDING BLOCK BLOCKING BLANKET BEAM BOTTOM BRICK PAVERA BRONZE BEARING BRACING BRICK BRACKET BETWEEN BUILT-UP BOTH WAYS CHANNEL DIA DIAL DIM DN DR DWR DS DW DWG DWP DWL EA EC ECP EF EG EIFS EJ ELEC ELEV EP EQ EQUIP EXP EXP B EXST EXT FA FB FC FD FDN FE F.F. FIN FLG FLUOR FLR FO FOF CABINET FOM CAMBER FOS CATCH BASIN/CHALKBOARD FOW CENTER TO CENTER FP CEMENT FR CERAMIC FS CUBIC FT F.S. COMPRESSIBLE FILLER CUBIC FT. PER MINUTE FSR CAST IRON TT CONTROL JOINT TTG CENTER FURR CEILING G CAULKING A CLOSET GALV CLEAR(ANCE) GB CONCRETE MASONRY UNIT GC CONDUIT GFRC COUNTER GI CLEANOUT/CLEAR OPENING GL CASED OPENING GLB COLUMN GND GR GRG GYP GYP BD HB HC HD HDBD HDR HDWD HDWR HGR HM HORIZ HP HR HS HTG HW ID MBED COMPACTED/COMPOSITE CONCRETE CONNECTION CONSTRUCTION CONTINUOUS/CONTINUE CONTRACTOR CONVENIENCE CEMENT PLASTER CARPET COUNTERSUNK CERAMIC TILE CENTER CUBIC CUBIC YARDS PENNY NAIL DECK BEARING DOUBLE DEFORMED BAR ANCHOR DEGREE DETAIL DRINKING FOUNTAIN DIAMETER N DIAGONAL NCAN DIMENSION NCL DOWN NSTL DOOR NSUL DRAWER NT DOWNSPOUT NV DRYWALL BRIG DRAWING JB DRYWALL PAINTED JST DOWEL JT EACH KD XPOSED CONST KIP XPOSED CONST PAINTED KIT XHAUST FAN KP XISTING GRADE KSF XT INSUL FINISH SYSTEM KSI XPANSION JOINT LAM LECTRICAL LATL LEVATION PDXY PAINT QUAL QUIP ME NT XPAN DIGN/EXPOSED XPANSION BOLT XISTING XTERIOR RE ALARM/FRESH AIR ABRICATED/FABRIC ACE OF CONC OOR DRAIN DUNDATION IRE EXTINGUISHER WISH FLOOR WISH LASHING LUORESCENT OOR NISH OPENING ACE OF FINISHING ACE OF MASONRY ACE OF STUDS ACE OF WALL IREPROOFING LBS LL LLH LLA LOC LP LT MAS MATL MAX MC MECH MEMB MEZZ MFG MH MIN MIR MISC MK ML&P MLDG MNT IRE RATED MO ULL SIZE/FIN SURFACE MR ILLER AND SEALANT MTD LOOR SINK MTL LEXIBLE SHEET ROOFING MUL 00T MWK DOTING N URRING NA AS/GUTTER G NIC AUGE NO/ ALVANIZED NOM IRDER BEARING/GRAB BAR NS ENERAL CONTRACTOR NTS LASS FIBER REINF CONE OA ALVANIZED IRON OBS LASS OC LU-LAM BEAM OD ROUND OFCI RADE LASS REINF GYPSUM OFD YPSUM OPG YPSUM BOARD OPP OSE BIB OZ OLLOW CORE/HANDICAP PAR EAD PART ARDBOARD PBD EADER PC ARDWOOD PCC ARDWARE PERIM ANGER PL OLLOW METAL P LAM ORIZONTAL PLAS IGH POINT PLBG OURS(FIRE RATING) PLYW IGH STRENGTH PNL EATING PNT OT WATER PR SIDE DIAMETER I PROP BEDDED/IMBEDMENT PSF NCH NCANAESCENT NC LU D ED NSTALLED NSULATION NTERIOR NVERT RRIGAT ION JAMB/JUNCTION JOIST JOINT KILN DRIED 1000 LBS. KITCHEN KICK PLATE KIPS PER SQ FT KIPS PER SQ IN LAMINATE LATERAL LAVATORY POUNDS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LOCATION LOW POINT LIGHT/LEFT MEN'S TOILET MASONRY MATERIAL MAXIMUM MEDICINE CABINET MECHANICAL MEMBRANE MEZZANINE MANUFACTURER MAN HOLE MINIMUM/MINUTE MIRROR MISCELLANEOUS MARK METAL LATH AND PLASTER MOULDING MOUNT MASONRY OPENING MOISTURE RESISTANT MOUNTED METAL / MANTLE MULLION MILLWORK NORTH NOT APPLICABLE NOT IN CONTACT NUMBER NOMINAL NELSON STUD NOT TO SCALE OVERALL OBSCURE ON CENTER OVERFLOW DRAIN OWNER FURNISHED/ CONTRACTOR INSTALLED OVERFLOW DRAIN OPENING OPPOSITE OUNCE PARALLEL PARTITION PARTICLE BOARD PLUMBING CHASE/PIECE PRECAST PERIMETER PROPERTY LINE PLASTIC LAMINATE PLASTER PLUMBING PLYWOOD PANEL PAINT PAIR PROPERTY POUNDS PER SQ FT PSL PT PTD PUE PVMT QT QUAINT RA RAD RB RCMU RD REF REFL REG RF REGIS RGL REINF READ RESIT REV RM RO RS RT RWD RWL SA SC SCHED SD SEAL SEC SEW SF SH SHR SHT SHTG SIM SK SL SM SPEC SQ S&R S.S. ST STA STAG STD STIFF STL STO STRUCT SUSP SYM SYST TAB TB TD TE TEL TEMP TAG THK THR TO( ) TOC TOF TOM TOP TOS TOW TV TVP UBC UG UL POUNDS PER LINEAL INCH POINT PAINTED PUBLIC UTILITY EASEMENT PAVEMENT QUARRY TILE QUANTITY RISER RETURN AIR RADIUS RESILIENT BASE REINF CONC MAS UNIT ROUND/ROOF DRAIN REFRIGERATOR/REFERENCE REFLECTED REGULAR ROOF REGISTER REGLET REINFORCING REQUIRED RESILIENT REVISION ROOM ROUGH OPENING ROUGH SAWN RIGHT REDWOOD RAIN WATER LEADER SOUTH SUPPLY AIR SOLID CORE SCHEDULE STORM DRAIN/SOAP DISPENSER SEALANT SECTION SEWER SQUARE FEET SINGLE HUNG SHOWER SHEET SHEATHING SIMILAR SINK SILL SHEET METAL SPECIFICATION SQUARE SHELF AND ROD STAINLESS STEEL STEEL TUBE COLUMN STATION STAGGER STANDARD STIFFENER STEEL STORAGE STRUCTURAL/STRUCTURE SUSPENDED/SUSPENSION SYMMETRICAL SYSTEM THREAD TOP AND BOTTOM TOWEL BAR/TACKBOARD TRENCH DRAIN TOILET EXHAUST TELEPHONE TEMPERED/TEMPORARY TONGUE AND GROOVE THICKNESS THRESHOLD TOP OF ITEM TOP OF CONC/CURB TOP OF FOOTING TOP OF MASONRY TOP OF PAVEMENT/PARAPET TOP OF SLAB TOP OF WALL TELEVISION TYPICAL UNIFORM BUILDING CODE UNDERGROUND UNDERWRITERS LABORATORIES UNF V VAR VAT VB VERT VEST VIF VIN VP VWC W/ WB WBL WC WD WF WH WI W/O WP WPJ WR WSCT WT WWF WWM X UNFINISHED VOLATGE VARIES VINYL ASBESTOS TILE VAPOR BARRIER/VINYL BASE VERTICAL VESTIBULE VERIFY VINYL VENEER PLASTER VINYL WALL COVERING WATER / WOMEN / WIDE FLANG WITH WOOD BASE WOOD BLOCKING WATER CLOSET WOOD WIDE FLANGE WATER HEATER WROUGHT IRON WITHOUT WATERPROOFING /WORKING PT WEAKENED PLANE JOINT WATER RESISTANT WAINSCVTT WEIGHT WELDED WIRE FABRIC WELDED WIRE MESH BY REFERENCE SYMBOLS AMTAM MuMurail Y j / EARTH GRAVEL GRASS CONCRETE CONCRETE MASONRY UNIT WOOD FINISH STONE GUNITE WATER (SURFACE) WATER (SECTION) LY/ POOL LIGHT )40® 0C) POOL DRAIN SPILL F-1 NO HEET, J 100'-0" F.F. ELEV. 01 MAIN DRAIN SUCTION - 3' MIN. SEPARATION UMBRELLA SLEEVE POOL RETURN SKIMMER AUTO FILL DECK JET AQUASTAR 4" FLOOR RETURN BLACK VACUUM PORT W/ VACUUM LOCK IFINISH KEYNOTE MATERIAL KEYNOTE ELEVATION MARKER SECTION CUT GRIDLINE DETAIL CALLOUT ELEVATION CALLOUT POOL EQUIPMENT TAG CITY OF LA QUINTA NOTES WORK HOURS ANY AND ALL WORK WITHIN THE COMMUNITY WILL TAKE PLACE ONLY DURING THE FOLLOWING HOURS: SEASON DAYS OF WEEK TIME OCT 1ST -APR 30 MONDAY -FRIDAY 7:00 AM-5:30 PM SATURDAY 8:00 AM-5:00 PM MAY 1ST-SEP 30 MONDAY -FRIDAY 6:00 AM-7:00 PM SATURDAY 8:00 AM-5:00 PM ALL SEASONS SUNDAY AND HOLIDAYS NONE ALL CONSTRUCTION PERSONNEL SHALL VACATE THE COMMUNITY WITHIN THIRTY (30) MINUTES OF THE END OF THE PERMITTED WORK HOURS. GUARDS AT THE GATE WILL PERMIT ENTRY DURING THESE HOURS ONLY. IT IS THE RESPONSIBILITY OF THE OWNER TO NOTIFY THE GATE OF THE DATE, TIMES AND NAMES OF CONSTRUCTION PERSONNEL AND OTHER VENDORS WHO MAY REQUIRE ENTRY. VICINITY MAP SHEET INDEX NO. TITLE SP-1.0 SP-2.0 SP-3.0 SP-3.1 SP-3.2 SP-4.0 S-2 S-3 S-4 S-5 COVER SHEET SITE PLAN ENLARGED POOL/SPA PLAN POOL SECTIONS & DETAILS PLUMBING PLAN MASTER SPA PLAN STRUCTURAL DETAIL SITE PLAN STRUCTURAL DETAIL 100 STRUCTURAL DETAIL 202 & 649 STRUCTURAL DETAIL 650 GENERAL NOTES GENERAL NOTES: 1. PROPOSED CONSTRUCTION WILL CONFORM TO THE CURRENT CODES (CBC 106.1.1) 2019 California Residential Code, Title 24 Part 2.5 2019 California Electrical Code, Title 24 Part 3 2019 California Mechanical Code, Title 24 Part 4 2019 California Plumbing Code, Title 24 Part 5 2019 California Energy Code, Title 24 Part 6 2019 California Fire Code, Title 24 Part 9 2. 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 NOT MORE THAN 14 CALENDAR DAYS, PRIOR TO 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 MARKINGS THE AREA TO BE EXCAVATED. 3. THE CITY BUILDING INSPECTOR HAS THE AUTHORITY TO REQUEST FULLY REVISED PLAN SHEETS WITH ALL FIELD CHANGES CLOUDED WITH DELTAS TO BE SUBMITTED FOR CITY PLAN REVIEW WHEN HE/SHE DETERMINES THE NUMBER OF FIELD REVISIONS WARRANT SUCH A REQUEST. ELECTRICAL NOTES: 1. THE EQUIPMENT BONDING GRID SHALL EXTEND UNDER PAVED AND UNPAVED SURFACES FOR 3 FEET HORIZONTALLY BEYOND THE INSIDE WALLS OF THE POOL. 2. ALL METAL -SHEATHED CABLES AND RACEWAYS, METAL PIPING, AND ALL FIXED METAL PARTS THAT ARE WITHIN THE FOLLOWING DISTANCES OF THE POOL, EXCEPT THOSE SEPARATED FROM THE POOL BY A PERMANENT BARRIER, SHALL BE BONDED: A.) WITHIN 5 FEET HORIZONTALLY OF THE INSIDE WALLS OF THE POOL. B.) WITHIN 12 FEET MEASURED VERTICALLY ABOVE THE MAXIMUM WATER LEVEL OF THE POOL, OR ANY SLIDES, DIVING BOARDS ETC... 3. PROVIDE 36" WORKING CLEARANCES FOR THE POOL EQUIPMENT DISCONNECT AND SUB PANEL (CEC ART 110.26) 4. LOAD CALCS - USE EXISTING ELECTRICAL FEED TO POOL EQUIPMENT 5. SINGLE LINE DIAGRAM - SEE BUILDING PERMIT AND APPROVED PLANS 6. NO OVERHEAD UTILITY/SERVICE LINES ARE IN THE VICINITY OF THE NEW POOL OR SPA 7. ALL OUTLETS SUPPLIED BY SINGLE PHASE, 15A AND 20A, 125V OR 240V BRANCH CIRCUITS FOR SWIMMING POOL PUMP MOTORS ARE REQUIRED TO HAVE GFCI PROTECTION. THIS APPLIES TO OUTLETS REGARDLESS OF THEIR PROXIMITY TO THE SWIMMING POOL AND IT APPLIES TO CORD -AND -PLUG CONNECTED AND DIRECT CONNECTED SWIMMING POOL PUMP MOTORS. CEC 680.22 (B) MECHANICAL/PLUMBING NOTES: 1. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 2. ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED. 3. GAS ISOMETRIC: - NEW 2" PE GAS LINE WITH TRACER WIRE, ±100 LINEAL FEET. 2019 ENERGY EFFICIENCY STANDARDS MANDATORY MEASURES (MF-1R) 1. ANY POOL OR SPA HEATING SYSTEM SHALL BE CERTIFIED TO HAVE: A THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE EFFICIENCY REGULATIONS; AN ON -OFF SWITCH MOUNTED OUTSIDE OF THE HEATER; A PERMANENT WEATHERPROOF PLATE OR CARD WITH OPERATING INSTRUCTIONS; AND SHALL NOT USE ELECTRIC RESISTANCE HEATING OR A PILOT LIGHT. 2. ANY POOL OR SPA HEATING EQUIPMENT SHALL BE INSTALLED WITH AT LEAST 36" OF PIPE BETWEEN FILTER AND HEATER, OR DEDICATED SUCTION AND RETURN LINES, OR BUILT-UP CONNECTIONS FOR FUTURE SOLAR HEATING. 3. OUTDOOR POOLS OR SPAS THAT HAVE A HEAT PUMP OR GAS HEATER SHALL HAVE A COVER. 4. POOLS SHALL HAVE DIRECTIONAL INLETS THAT ADEQUATELY MIX THE POOL WATER, AND A TIME SWITCH THAT WILL ALLOW ALL PUMPS TO BE SET OR PROGRAMMED TO RUN ONLY DURING OFF-PEAK ELECTRIC DEMAND PERIODS. 5. RESIDENTIAL POOL SYSTEMS OR EQUIPMENT MUST MEET THE PUMP SIZING, FLOW RATE, PIPING AND FILTERS. EQUIPMENT NOTES/MANDATORY REQUIREMENTS 1. ANY POOL OR SPA HEATING SYSTEM OR EQUIPMENT MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED THAT THE SYSTEM OR EQUIPMENT HAS ALL OF THE FOLLOWING: EFFICIENCY - A THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE EFFICIENCY REGULATIONS; AND ON -OFF SWITCH - A READILY ACCESSIBLE ON -OFF SWITCH, MOUNTED ON THE OUTSIDE OF THE HEATER THAT ALLOWS SHUTTING OF THE HEATER WITHOUT ADJUSTING THE THERMOSTAT SETTING; AND INSTRUCTIONS - A PERMANENT, EASILY READABLE , AND WEATHERPROOF PLATE OR CARD THAT GIVES INSTRUCTION FOR THE ENERGY EFFICIENT OPERATION OF THE POOL OR SPA HEATER AND FOR THE PROPER CARE OF POOL OR SPA WATER WHEN A COVER IS USED; AND ELECTRIC RESISTANCE HEATING - NO ELECTRIC RESISTANCE HEATING; AND 1.1. EXCEPTION 1 TO SECTION 114 (A)4: LISTED PACKAGE UNITS WITH FULLY INSULATED ENCLOSURE, AND WITH TIGHT -FITTING COVERS THAT ARE INSULATED TO AT LEAST R-6. 1.2. EXCEPTION 2 TO SECTION 114(A)4: POOLS OR SPAS DERIVING AT LEAST 60 PERCENT OF THE ANNUAL HEATING ENERGY FROM SITE SOLAR ENERGY OR RECOVERED ENERGY. 2. ANY POOL OR SPA SYSTEM OR EQUIPMENT SHALL BE INSTALLED WITH ALL OF THE FOLLOWING: PIPING - SEE MANDATORY MEASURES NOTE #2 COVERS - SEE MANDATORY MEASURES NOTE #3 DIRECTIONAL INLETS AND TIME SWITCHES FOR POOLS - SEE MANDATORY MEASURES NOTE #4 3. ALL POOL HEATER INSTALLATIONS REQUIRE A CF-6R-MECH-03 FORM TO BE COMPLETED AND SIGNED BY THE INSTALLER OF RECORD AND SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO FINAL INSPECTION APPROVAL, 4. DIRECTIONAL INLETS AND TIME SWITCHES FOR POOLS. IF THE SYSTEM OR EQUIPMENT IS FOR A POOL: 4.1. THE POOL SHALL HAVE DIRECTIONAL INLETS THAT ADEQUATELY MIX THE POOL WATER; AND 4.2. A TIME SWITCH OR SIMILAR CONTROL MECHANISM SHALL BE INSTALLED AS PART OF THE POOL WATER CIRCULATION CONTROL SYSTEM THAT WILL ALLOW ALL PUMPS TO BE SET OR PROGRAMMED TO RUN ONLY DURING OFF-PEAK ELECTRIC DEMAND PERIOD, AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC HEALTH STANDARDS. 5. ALL PUMPS AND PUMP MOTORS INSTALLED SHALL BE LISTED IN THE COMMISSIONS'S DIRECTORY OF CERTIFIED EQUIPMENT AND SHALL COMPLY WITH THE APPLIANCE EFFICIENCY REGULATIONS. 6. FILTRATION PUMPS SHALL BE SIZED, OR IF PROGRAMMABLE, SHALL BE PROGRAMMED, SO THAT THE FILTRATION FLOW RATE IS NOT GREATER THAN THE RATE NEEDED TO TURN OVER THE POOL WATER VOLUME IN 6 HOURS OR 36 GPM, WHICHEVER IS GREATER. 7. PUMP MOTORS USED FOR FILTRATION WITH A CAPACITY OF 1 HP OR MORE SHALL BE MULTI SPEED. 8. EACH AUXILIARY POOL LOAD SHALL BE SERVED BY EITHER SEPARATE PUMPS OR THE SYSTEM SHALL BE SERVED BY A MULTI SPEED PUMP. EXCEPTION - PUMPS LESS THAN 1 HP MAY BE SINGLE SPEED. 9. MULTI SPEED PUMPS SHALL HAVE CONTROLS WHICH DEFAULT TO THE FILTRATION FLOW RATE WHEN NO AUXILIARY POOL LOADS ARE OPERATING. 10. FOR MULTI SPEED PUMPS, THE CONTROLS SHALL DEFAULT TO THE FILTRATION FLOW SETTING WITHIN 24 HOURS AND SHALL HAVE AN OVERRIDE CAPABILITY FOR SERVICING. 11. A LENGTH OF STRAIGHT PIPE THAT IS GREATER THAN OR EQUAL TO AT LEAST 4 PIPE DIAMETERS SHALL BE INSTALLED BEFORE THE PUMP. 12. POOL PIPING SHALL BE SIZED SO THAT THE VELOCITY OF THE WATER AT MAXIMUM FLOW FOR AUXILIARY POOL LOADS DOES NOT EXCEED 8 FEET PER SECOND IN THE RETURN LINE AND 6 FEET PER SECOND IN THE SUCTION LINE. 13. ALL ELBOWS SHALL BE SWEEP ELBOWS OR ELBOW -TYPE THAT HAVE A PRESSURE DROP OF LESS THAN THE PRESSURE DROP OF STRAIGHT PIPE WITH A LENGTH OF 30 PIPE DIAMETERS. 14. FILTERS SHALL BE AT LEAST THE SIZE SPECIFIED IN NSF/ANSI 50 FOR PUBLIC POOL INTENDED. 15. MINIMUM DIAMETER OF BACKWASH VALVES SHALL BE 2 INCHES OF THE DIAMETER OF THE RETURN PIPE, WHICHEVER IS GREATER. SAFETY STANDARDS SECTION AV100.3 OF THE 2016 C.R.C. ADDRESSES THE POOL SAFETY STANDARDS FOR POOLS, SPAS AND HOT TUBS INSTALLED FOR SINGLE FAMILY RESIDENCE. FOR THE PURPOSE OF THIS CODE THE FOLLOWING DEFINITIONS ARE APPLICABLE: SWIMMING POOL: ANY STRUCTURE INTENDED FOR SWIMMING OR RECREATIONAL BATHING THAT CONTAINS WATER OVER 18 INCHES DEEP. ENCLOSURE: A FENCE, WALL, OR OTHER BARRIER THAT ISOLATES A SWIMMING POOL FROM ACCESS TO THE HOME ENCLOSURE REQUIREMENTS: AN OUTDOOR SWIMMING POOL, INCLUDING HOT TUBS OR SPAS SHALL BE SURROUNDED BY A BARRIER WHICH SHALL COMPLY WITH THE FOLLOWING: 1. TOP OF THE BARRIER SHALL BE AT LEAST 60 INCHES ABOVE GRADE MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL 1.1. OPENINGS IN TECH BARRIER SHALL NOT ALLOW THE PASSAGE OF A 4 INCH DIA. SPHERE. 1.2. OPENING BETWEEN THE FINISH GRADE AND THE BOTTOM OF THE BARRIER SHALL BE MAX. 2 INCHES. 1.3. BARRIERS SHALL BE INSTALLED SO AS NOT HAVE ANY FEATURES WHICH AID IN CLIMBING. 2. ACCESS GATES SHALL BE A MINIMUM OF 60 INCHES ABOVE GRADE AND SHALL BE SELF CLOSING AND HAVE SELF LATCHING DEVICE. GATES MUST OPEN OUTWARD FROM THE POOL. GATES SHALL MEET THE SAME PROVISIONS AS LISTED AS BARRIERS. 3. OUTSIDE SURFACES SHALL BE FREE OF ANYTHING THAT CAN MAKE THE BARRIER CLIMBABLE 4. IF USING THE WALL OF THE HOUSE AS AN ENCLOSURE, EXIT ALARMS MUST BE PLACE ON ALL DOORS THAT PROVIDE DIRECT ACCESS TO THE POOL. SUCTION OUTLETS: 1. POOLS AND SPAS MUST HAVE AT LEAST TWO CIRCULATION OUTLETS, WHICH ARE HYDRAULICALLY BALANCED AND SEPARATED BY THREE FEET OR 2. UTILIZATION OF SKIMMERS, PERIMETER OVERFLOW SYSTEMS, OR OTHER PRE -APPROVED DEVICES IN LIEU OF TRADITIONAL SUCTION DEVICES. 3. THE USE OF OTHER OUTLET DEVICES WHICH MAY MEET ANSI/APSP-7 STANDARDS BUT DO NOT HAVE A MINIMUM OF THREE FEET BETWEEN OUTLETS IS PROHIBITED. N 0 N- O co ti a) Co C Co Q Cn W Co 5- co 0 CO Ln CO M CO LC) N N 0 C 5 0 co J N M 0 N co U_ J E 0 Q C/) 0 0 Q a) O ) Lf) W N i N Q < (0 < O L/ J Cr) cv C� no. revisions date A A A A A A A A A SCALE: N.T.S. DWN BY: CE DATE: 9/24/2021 SHEET: sP-1.o I / / / / / / BPOL2021-0322 CI TY OF LAQU N TA BULI]NGDVISON REVI EYED FOR COCE CafPU /N CE BY: A. 11 oae: 111221202f / / / / REVISION 1: DESIGN CHANGES TO POOL AND SPA AT REAR YARD WITH RELOCATION. / / / / / / / / / / /4' / / 22'-6" / / / / / / / / / z Q / / / / / /7 7/ / / / / / / / / / / / / / / / ---/ EIRE PIT / 7 / 7 5'-0" SETBACK LOL �A VACANT, FUTURE DESIGN loArp fiTA rood00,W,7/7 ooii000000000A NI /I 7 I EQ POOL SP 19 -0" FIRE PIT BENCH / RECRE, TIONAL AREA / w J / CO / ~ / 0 / 5 / Li / (f)-BB4 // WATER SPEC'S POOL MAIN SPA SPA 2 SIZE 95' x 35' SIZE 18' x 12' SIZE 6' x 6' DEPTH 3'-1/2" - 5' DEPTH 4'-6" DEPTH 3'-6" PERIMETER 260' I.F. PERIMETER 60' I.F. PERIMETER 24' I.F. AREA 1,899 S.F. AREA 216 S.F. AREA 36 S.F. VOLUME 60,401 GAL. VOLUME 5,250 GAL. VOLUME 740 GAL. EQ >_ r I S Mir r S IN IN I L I FIRE PIT SPA 6'-8Z' LOT 10A EXISTING RESIDENCE ®® / 5'-0" SETBACK /M4,4% / SITE PLAN / / r SCALE: 3/32"=1'-0"Iiii / / 7 r / / I/ 0 12' "I L A PF E 22' IID TEA EME / / / / / I/ / 94.d-ow. 3-) i.g4 C B P 22 D eq4, „It kir.; 17 / AMP' / ,/ / / 4 / / / O al co Lc) co (Ni Q N W < U �� M Lc) oci co N Cr) O N CO C.) J 0 U) 0 O O_ a) cn W F- V J no. revisions date A A A A A A A A A SCALE: DWN BY: CE DATE: 11/17/2021 SHEET: SP-2.O 6" 1'-6" 1' 17' 1' / 75'-112" 35-4" Al r= 0 0 F- W.D. -60" w a O J 8'-1" 57'-112" 944-6,frp �te C B P 1' -f1'-6" 13' W.D. -56" W.D. -56" SLOPE W.D. -47" 1' 6" 2'-6" W.D. -54"SPA W.D. -42" W.D. -22" 2'-6" A5 SP-3.1 1' 6" Al 19' P-3y 1 6" A4 IV 0 N W SP-3.1 , w a_ cn J 8'-1" W.D. -60" 1'-6" 1- 1' 17' 1' 1'-3" 1'-3" 1'-3" 1'-3" ENLARGED POOL/SPA SCALE: 1 /4"=1'-0" 12' 1' f 760-702-1111 a) -o 03 co C LC) w� >,U LL 8 LC)co J •71- M 0 N CO J 0 U U O O Q a) O (I) Z 0 0 VJ 0 0 0 ENLARGED no. revisions date A A A A A A A A A SCALE: DWN BY: CE DATE: 11/12/2021 SHEET: SP-3.O WATER LINE TILE 1" FIBERGLASS GRATE "I 10" 1" 2'-0" a 4 ° a 4 a a ° III-1 I111 III-1=111IIIIIIIIII-III II III II III III- I-III- J/ 7" 6„ 5" r 8" 6" III STRUCTURAL ENGINEERING COPING DETAIL A2 2'-5" SCALE: 1-1 /2"=1'-0" 2" 5" a A 1'-0" 3'-6 1'-4" WATER LINE TILE WATER LINE \\\\\\\\\\\\\ \\\\\\\\\\\\\\ \\\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \ \\\\\\\\\\\\\ \-� \\\\\\\\\\\\\ \\\\\\\\\\\\\\ \\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\ \\\\\\ V.,...\:\\ \\\\\ i I ■ 1 / GUNITE WALL AND STEELY PER STRUCTURAL ENGINEER 1 I I I 6" I I I 11 10" I I I I I I I I I TROUGH DETAIL SCALE: 1 "=1'-0" I III III COMPACTED = SUBGRADE I I I I I I I I I I I I '— 1'-3" / 1'-3" WATER LINE 7 POOL/SPA SECTION 1'-3" 1'-3" —/ SCALE: 1 /4"=1'-0" 8" 8" 8" 8" 8" III III 1 111 111 III III 111111 •I III 111111I IIIIIIIIII II„IIII,IIIII,1,1 III-IIIIII II� 1�II GUNITE WALL AND STEEL PER STRUCTURAL ENGINEER IIII I I1 I I-1 111 1 I IIII 11- I11' III III III III III I III III III III; I'' 1/1111111 III IIIII III-1 I.:III.:III .:III . III. III.:III_ 6" 8" 1'-3" WATER LINE II III III III II III III III 11 II II IIIIIIIIII111111 1 1 II II III III 111111-11111 I1 IIIIIIIIIIIIIIIIIIIIIIII IIII 2'-0" III II\ III= SEE PLAN WATER LINE III II III II III-111I111III-1 \ H \ WATER LINE TILE a ° C B P IItTffTITT II \ IIIIII I' 111 \ 11111111-III= \ 7III7III7 I GUNITE WALL AND STEEL 1111111111 11y111 111 111 t1 111rt1111 PER STRUCTURAL ENGINEER - 1IIIIIIIIIIIIIIIIIIIIIIII-IIIIIII I —I I —I I IIIIIIIII—III IIIIII—III IIIIII II— I I III 1= _III III III III III III III II III III III I I III III- —111111111111-1 I1111111111 I111 II— I 1 I I111= IIll- lllllllllllllllllllllllllllllllllllllllllllllllllllllllIII IllllIII 11111111- STEP AND SHELF DETAIL SCALE: 3/4"=1'-0" WATER LINE TILE J 8" 10" 10" 1'-0" II 1II 1III 1III 11111I 1I-II-I11I1I - III IIII -IIII; II • I\IIIIIIII�1111- 111I SPA STEP DETAIL SCALE: 3/4"=1'-0" d II III�II1= III11111 II IIII1 TH111-11-41M—EUN 1I I ��+—�++�IIIGITEWALLANDSTEEL11 11 II II II II 11 1 11 II II II II II II II II II II IPR STRUCTURAL ENGINEER III III III III III III III III III III III IIIIIIIIIIIIIIII IIIlIII IIIIIIIIIIIIIIIIIIIII 760-702-1111 N co O N co 0 J E O U 0 O 2- a) O U) J F- w 0 a z z 0 F- U w J 0 0 0 no. revisions date A A A A A A A A A SCALE: DWN BY: CE DATE: 11/12/2021 SHEET: SP-3.1 1 2-1/2" PVC FROM P-04 3" PVC TO P-05 3" PVC TO P-04 3" PVC TO P-03 3" PVC TO P-02 3" PVC TO P-01 ti 4'-6" i 3" PVC TO P-05 1" CONDUIT TO J-BOX TYP ALL LIGHTS ti 4'-6" J 0 0 0 0 0 0 0 0 0 0 0 6" 2'-6" 2'-22" 2 i 1'-3" 3 HEATERS STACKED 6" ABOVE PUMPSI-3" 6" 1'-3" 6" 1'-3" 6" NUJ W 0 x 0 A 6" / 2'-5" DOUBLE STACKED PUMPS _ _ 5' 5' SETBA K tWN %1=1 2' / 2'-6" / 2' -/ 1' /- 6" 62„ 62, POOL EQUIPMENT LAYOUT SCALE: 1 /4"=1'-0" 36"IMIN. SEPERATION �RJ 10' 10' ti 10' 3" PVC FROM P-03 ti 10' 10' 4'-112" 944-erP �te C B P / 36" MIN. SEPEIATION MD (RD MD 3" PVC TO P-01 U C) CRC '01/4 CRC '01/4 C) U CRC J 2-1/2" PVC FROM H-02 2-1/2" ▪ PVC FROM H-01 2-1/2" PVC FROM P-07 3" PVC TO P-08 ( 2-1/2" PVC FROM P-07 C 3" PVC , TO P-07 C ti 2-1/2" PVC FROM P-02 3" PVC 2-1/2" PVC ) TO P-06 CZ 7 FROM H-03 C 0 J U) J U) L I SJ HI SJ MID HI SJ MID L i%//O i%//O L J I I L J SJ MID SJ HI SJ MID 0 0— ✓ J POOL PLUMBING PLAN 1" CONDUIT TO JBOX TYP ALL LIGHTS SPA PLUMBING PLAN SCALE: 1/2"=1'-0" SCALE: 1 /4"=1'-0" S POOL LIGHT SCHEDULE TYPE LOCATION MFR MODEL NO. QTY 12W SPA JANDY JLU4C6W100 1 24W POOL JANDY JLU4C12W100 17 POOL EQUIPMENT SCHEDULE NO. TYPE LOCATION MFR MODEL NO. P-01 FILTER PUMP POOL JANDY VSSHP270DV2A P-02 P-03 FILTER PUMP POOL JANDY VSSHP270DV2A INFINITY PUMP POOL JANDY VSSHP270DV2A P-04 INFINITY PUMP POOL JANDY VSSHP270DV2A P-05 INFINITY PUMP POOL JANDY VSSHP270DV2A P-06 FILTER PUMP POOL/SPA JANDY VSSHP270DV2A P-07 JET PUMP SPA JANDY VSSHP270DV2A P-08 JET PUMP SPA JANDY VSSHP270DV2A F-01 CARTRIDGE FILTER POOL JANDY CV/CL 460 F-02 CARTRIDGE FILTER POOL JANDY CV/CL 460 F-03 CARTRIDGE FILTER SPA JANDY CV/CL 460 H-01 GAS HEATER POOL JANDY JXi400N H-02 GAS HEATER POOL JANDY JXi400N H-03 GAS HEATER POOL/SPA JANDY JXi400N J-01 CONTROLLER POOL/SPA PANEL JANDY 6614AP 4) (B CY) C cB N - W - QN - V) 6) N ti Y 0co i C • Cl- (T3 M N co 0 N CO 0 J 0 0 0 0 2- 4) 0 Z J 0 V Z POOL/SPA PLUMB no. revisions date A A A A A A A A A SCALE: DWN BY: CE DATE: 11 /16/2021 SHEET: SP-3.2 1, Al 2-1/2" PVCI TO P-06 2-1/2" PVC) FROM P-07 2-1/2" PVC FROM H-03 1'-3" 1'-6" 3'-0" 1'-6" 1'-3" SPA W.D. -42" W.D.-22" 2'-3" O 1'-6" 8 3'-0" 1' 6" 1'-3" ENLARGED MASTER SPA SCALE: 1 /2"=1'-0" \ SJ DBL R - I SJ MED 7 1 SJ DBL 01 CS r 1 2-1/2" PVC / 1" CONDUIT TO P-07L TO JBOX MASTER SPA PLUMBING PLAN SCALE: 1 /2"=1'-0" J Al 3/4" PVC TO ANTI -SIPHON 1'-6" 6"• • 6" 6" 6" i 2'-6" -/ 1'-6" /- 2' / /1'-3"/-/1'-3"/ WATER LINE 11" WATER LINE STONE PEBBLE FINISH T.B.D. 3/4" STONE WITH 5/8" THINSET SETTING BED 3/8" PORCELAIN TILE WITH 5/8" THINSET SETTING BED 2'-6" 2' 2'-6" 3'-5" Ill '.I l I H 03 i U10 9EX0£ J 02 F 04 Ett LaL] P 05 P 06 _____________________________ 5'SETBACK ___ tit -------------------------------- 5' MASTER SPA EQUIPMENT LAYOUT SCALE: 1/4"=1'-0" 9adzyvt. C B P 3-1/2" CONCRETE BASE GUNITE SHELL PER STANDARD ENGINEERING MASTER SPA SECTION SCALE: 1-1 /2"=1'-0" SPA LIGHT SCHEDULE TYPE LOCATION MFR MODEL NO. QTY 12W SPA JANDY JLU4C6W100 1 SPA EQUIPMENT SCHEDULE NO. TYPE LOCATION MFR MODEL NO. P-01 FILTER PUMP SPA JANDY VSSHP270DV2A P-02 JET PUMP SPA JANDY PHP.-2.0 F-01 CARTRIDGE FILTER SPA JANDY CV/CL 460 H-01 GAS HEATER SPA JANDY JXi400N J-01 CONTROLLER POOL/SPA PANEL JANDY 6614AP 760-702-1111 a) co co co N Q N W < >,U co .c 0 M 0 CO CO J M N M N CO U_ J 0 Cl) 0 O Q a) cn - O no. revisions date A A A A A A A A A SCALE: DWN BY: CE DATE: 11/12/2021 SHEET: SP-4.O t F / / / / / / / SITE PLAN REVIEWED for o formanstructural details entication Code = dg#21-16514@2 % 58p111721 Matthe G. Thompson Pool Engineering, Inc. Structural details shall take precedence over conflicts with site plan. / / / / / \ / \ / \\ / \ / \ / \ / / / // p��cp'i Gi / i��- i / / / / / / I / / / / / ---I / / / / 7 7/ 7/ BP0L2021-0322 CI TY OF LA QU N TA BULDNGOVI3ON REVI EYED FOR COPE COI'RLI AV CE BY: A. a ME: /112212021 RE)//ISION 1: DESIGN CHANGES TO POOL AND SPA AT REAR YARD WITH /FkELOCATION. / 22'-6" / / / / / EIRE PIT / 12'-82" / 650 / / / Ji 7 / 7 loArp LOL VACANT, FUTURE DESIGN 5'-0" SETBACK toTA roii0000000000000ii0000000/oa NI /I 7 I 1, L r I S Mir r S IN IN I L I EQ 100 649 POOL 202 SPA 19 -0" / / / / RECRE, TIONAL AREA /' WATER SPEC'S / POOL MAIN SPA SPA 2 SIZE 95' x 35' SIZE 18' x 12' SIZE 6' x 6' DEPTH 3'-1/2" - 5' DEPTH 4'-6" DEPTH 3'-6" PERIMETER 260' I.F. PERIMETER 60' I.F. PERIMETER 24' I.F. AREA 1,899 S.F. AREA 216 S.F. AREA 36 S.F. VOLUME 60,401 GAL. VOLUME 5,250 GAL. VOLUME 740 GAL. SERVING TABLE FIRE PIT BENCH —Bft:L EQ FIRE PIT SPA 6'-8Z" LOT 10A EXISTING RESIDENCE ®® / 5'-0" SETBACK I SITE PLAN / / r SCALE: 3/32"=1'-0"Iiii / / 7 r / / I/ • 12' L A PF E 22' IID EA EME // / / / no. revisions date A A A A A A A A A SCALE: DWN BY: CE DATE: 11/17/2021 SHEET: S-2 t z (- BENCH AND STEP OPTIONS: 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. TABLE 1 DECKING. MINIMUM WIDTH PER LOCAL BUILDING CODE. NO R.B.B. UNDER- WATER LIGHT PER DETAIL #10. STEEL BASKET IS NOT REQUIRED DRAIN PIPE SHALL NOT ENCROACH INTO GUNITE SHELL CIRCULATION DRAINS. PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. TABLE 5 TABLE TABLE TABLE - BASIC GRID #3 BARS 0 12" 0.C. WATER SURFACE. APPROX. 3" BELOW BOND BEAM. i BENCH/STEPS SEE OPTIONS �� ABOVE r J r ADD #3 0 12" O.C. LONGITUDINAL TRANSITION FOR EXP. SOILS. WOOD FRAME BUILDING (2-STORY W/ SLAB ON GRADE or 1-STORY W/ CRAWL SPACE) 1500 #/FOOT MAX. 'W' -1/3'-0" MIN. TYP. FLOOR 6" THICK MIN. SHOTCRETE (GUNITE) W/ #3 BARS ® 12" O.C. EACH DIRECTION IN HIGH WATER TABLE, INSTALL HYDROSTATIC VALVE AND ROCK PACK AT LOW POINT. COPING #IE 11- INFLUENCE LINE FOR FOOTING SURCHARGE SURCHARGE CONDITION: USE TABLE 1 SCHEDULE 'D', (BUILDING SURCHARGE) WHEN SETBACK TO BUILDING FOUNDATION 'W IS LESS THAN POOL DEPTH. (6' HIGH MAX. FREESTANDING MASONRY SCREEN OR GARDEN WALL DOES NOT REQUIRE SURCHARGE DETAIL) TYPICAL LONGITUDINAL SECTION N.T.S. Pink L J SPECIAL DETAIL REQUIRED WHEN LESS THAN 10' TOP OF SLOPE SPECIAL DETAIL REQUIRED WHEN LESS THAN H/6 (10' MIN., 20' MAX.) POOLS SHALL COMPLY WITH SLOPE SETBACKS (CBC 1808.7.3 & 1808.7.5) TOE OF SLOPE OR OTHER SURCHARGE CONDITIONS (SEE GENERAL NOTES #4) NOTE: WHEN ACTUAL SITE CONDITIONS EXCEED THE LIMITATIONS BELOW OR ADDITIONAL SURCHARGES NOT COVERED BY THIS PLAN ARE PRESENT, ADDITIONAL SURCHARGE DETAILS ARE REQUIRED. SPECIAL DETAIL REQUIRED WHEN LESS THAN POOL DEPTH OR H/4 (7.5' MAX. H/4) SURCHARGE CONDITIONS - ADDITIONAL SPECIAL DETAILS REQUIRED FOR CONDITIONS ABOVE - - N.T.S. H 0 ❑ H u) J 0 0 0 z F- U) 0 Q u] REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS PUBLISHED BY AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) BEACH ENTRY STEEL AND SHOTCRETE (GUNITE) THICKNESS PER APPROPRIATE WALL SCHEDULE. POOL FLOOR THICKNESS MAY VARY TO ACHIEVE <- DESIRED WATER DEPTH. SEE STRUCTURAL NOTE #1 SHALLOW SHELF (REEF) SHALLOW FEATURES - MAINTAIN 18n MIN. EMBEDMENT INTO UNDISTURBED OR 90% COMPACTED SOIL N.T.S. NOTE: SPA AIR -LINE MAY BE LOOPED INTO SPA BOND BEAM. MAINTAIN 1" CLR. TO REINF. ac 0 F) U) LJ LAJ w REINFORCING PER DETAIL #10. NOT REQUIRED IF 6" MIN. CLEAR PROVIDED. 3" BOND BEAM PER TABLE 16"_8" NO. 1 & DETAIL #12. 6" // THICK SPA LIGHT x Q EQ. � I / CIRCULATION DRAINS: PROVIDE (2) SUCTION OUTLETS PER PUMP, COVERED WITH ANTI -ENTRAPMENT GRATES, AS SPECIFIED IN THE ANSI/APSP-16 STANDARD, THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. in 2 3 # BARS. #3 BARS 12" O.C. EA. WAY. [N EQ. ' WATER 6" MIN. LINE. 24" MIN. LAP INTO SPA FLOOR #3 BARS OR POOL WALL. 0 12"O.C. EA. WAY. r 1" MINI. CLR. AROUND ALL PIPES. 4" 9" & LARGER (4) #3 BARS #3 BARS 12" O.C. EA. WAY. t WATER LINE. a J DAM WALL HORIZ. BAR LAP SPLICE: 6" DAM - LAP INTO SPA REINF. 12" DAM - LAP INSIDE BARS INTO SPA REINF. - LAP OUTSIDE BARS INTO POOL REINF. SPA DETAILS - SPA DETAILS MAY BE USED FOR SPAS WITHOUT POOLS. N.T.S. SLOPE EARTH SURFACE 1/4" PER FOOT OR SLOPE DECKING 1/8" TO 1/4" PER FOOT AWAY FROM POOL. 3 1/2"-- SEE ELECTRICAL AND PLUMBING NOTE #2 REGARDING EQUIPOTENTIAL BONDING GRID 4`-O" MINI. IMPERVIOUS DECK ° SATURATION '' I I RECOMMENDED L J PRIOR TO POURING DECK. 6" i( FOOTING RECOMMENDED FOR EXPANSIVE SOILS. APPROVED SEALANT INSTALL PER MANUFACTURER NOTE: PROVIDE CONTROL JOINTS WHERE APPROPRIATE. REMAINDER OF JOINT IN STYROFOAM OR OTHER EXP. MATERIAL. CONCRETE SHALL NOT TOUCH COPING, BOND BEAM OR ADJACENT STRUCTURES.. EXPANSIVE SOIL DETAILS IN EXPANSIVE SOILS WHERE MIN DECK REQMTS ARE NOT MET USE TABLE 1, SCHEDULE 'C' N.T.S. STANDARD PLAN APPROVALS: CITY OF LOS ANGELES: #268 (REQUIRES PEI 100-LA) CITY OF ONTARIO: 0201904315 SAN DIEGO: MP #525633 SIMI VALLEY: 2019-1 l SANTA CLARITA: SAN BERNARDINO: RIVERSIDE COUNTY: ORANGE COUNTY: LOS ANGELES COUNTY: CITY OF BEVERLY HILLS: #POOL-201 9-001 44 #342375 #MB20-0001 #26077- 20 #13 RADIUS NOTE: FLOOR TO WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER DESIGN INTENT. RADIUS SHALL NOT BE LESS THAN 1-FOOT AND SHALL NOT EXCEED 5-FEET. ac 4 } DRAIN r �y 3" CLR UNDISTURBED SOIL. 1500 PSF MIN. BEARING VALUE. C' SHOTCRETE COVER TO BE CHANGED UNIFORMLY. SEE TABLE 1 ACTUAL DIG LINE MAY-4 VARY, LOCATE STEEL 3" CLR FROM EARTH VERTICAL STEEL. SEE TABLE 1 HORIZONTAL STEEL #3 BARS 0 12" O.C. NOTE: BOND BEAM HORIZONTAL BARS I OVER OR UNDER VERTICAL BAR TYPICAL INCLUDING ALL SPECIAL APPROVED SEALANT RECOMMENDED (PER DETAIL #8). REQUIRED W/ EXPANSIVE SOIL. COPING BOND BEAM SEE TABLE #1 & DETAIL #12. (a 24" MIN. a UI ;� EXTEND WALL REINF. INTO FLOOR. (30" MIN. FOR TABLE 5G) ADDITIONAL BARS BEGIN AT 5'-O" FROM THE TOP OF THE POOL WALL. (RAISED OR NOT RAISED). * IF POOL WALL HEIGHT DOES NOT EXCEED 5'-0" THEN NO ADDITIONAL BARS ARE REQUIRED. (DOES NOT APPLY TO SUPPLEMENT DETAILS) TABLE NO. 1 . �4 DETAILS. NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. BUILD'G SURCHARGE A B C D (4) #3 BARS. (4) #3 BARS. (4) #3 BARS. (3) #3 BARS. E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. 45 P.C.F. D R C VERTICAL ST r' VERTICAL S C VERTICAL STEEL C VERTICAL S . 3'O" 1'-O" ' •:3 ,, P" .3 3 - ' I� r" 3,I #3 0 12" 3 3 I, - - ,�I 3„ 3'6" 1'-O" 3 3' 3" " " :IM 4„ 4,0„ 1.-0" 3" 3" 361ILlit 4'6" 1'-0" 3"ITE � III 5" 5'0" 1'-6" IiPPLICA°LE- .PP ...' ._I. - - " , INC, 5" #3 C, 6" , ' '. • or, p( , 1 NG, lii. u Sr,4I. 5'6" 2'-0" 3" 4,. 5" 6.0" 2'-6" 3 4 4 PS N;INEERI 6" 51 6'6" 3'-0" ERIA INC. 7" 6 F1 $ ` l EE-R 7'0" 3'-6" 8" ��. 7'6" 4'-0" " $ „ 9„ 8'0„ 4'-6" 3" 6" 61,I, 8.6" 5.-0" 3" 9" 81,4" 6" i. ��, INDICATES TYPICAL RADIUS (ACTUAL RADIUS MAY VARY, SEE RADIUS NOTE AT TOP) .A. IC M{CTA P. r nnaaoro _� �NO DECK OR HIGH EXPANSIVE SOIL n FROM TOP OF POOL WALL. BUILDING FOOTING SURCHARGE (IN COUNTY OF L.A. USE DETAIL 271-60) STANDARD WALL SECTION IN THE COUNTY OF ORANGE REFER TO "UNINCOPORATED COUNTY OF ORANGE SPECIAL NOTES" REGARDING DESIGN E.F.P. FOR POOLS. N.T.S. r " BOND BEAM PER TABLE #1 & DETAIL #12 PROVIDE ADEQUATE DRAINAGE BEHIND POOL WALL. HORIZ. STEEL 1E1!1 -III BARS 0 12" O.C. ALTERNATIVE BOND -r BEAM LOCATION I VERT. STEEL SEE TABLE 5, SCHEDULES E, F OR G a • N m 0 m w [/7 T WATER LINE. 3" l'ies CLR. 0 w CC U, v� w TOP OF BOND BEAM MASONRY NOTES: 1. CONCRETE BLOCK SHALL BE GRADE N (EXPOSED CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), ASTM C 90. ALL CONCRETE BLOCK SHALL HAVE 2. GROUT SHALL CONFORM TO CBC/IBC SEC. 2103 3. MORTAR SHALL BE TYPE M WITH f'c = 2500 psi 2103 & ASTM C 270. 1/4" PER FOOT. i1-11= (1) #4 © TOP WATERPROOFING RECOMMENDED. 6" C.M.U. W/ #3 VERT. BAR 0 24" 0.C. SOLID GROUT. 111 I-- ._ 1I BOND BEAM VERTICAL STEEL W/ 24" MIN. EMBED. TYP. HORIZ. STEEL 'C, 44 CLR. TO WEATHER), TYPE II (NON -MOISTURE CONFORMING TO CBC/IBC SEC. 2103, AND A DESIGN STRENGTH OF f'rn = 2000 psi. & ASTM C 476 WITH Cc=2,000 PSI. AND SHALL CONFORM TO CBC/IBC SEC. TABLE NO. 5 RAISED BOND BEAM NON -EXPANSIVE EXPANSIVE NO DECK/HIGH EXP. E F G E.F.P. 30 P.C.F. 45 P.C.F. 62.4 P.C.F. D VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'6" 3 ( 3 3 3" #3 c 12" 4" 4'0" 3 4'6" 3' 1 3% 5" 5'0" 3" 1 6" 31" 'id, I `M I (I- ' :LE_ fi" 5" #3 © 6" v 5'6" 3"ITE rNOT 6" "" 3APPLIOABLE- 7" APP 6" 6'6" 4" 8" 7'O" 5" fi" c, 4" 8" #3 '✓ © 3" 7'6" 51, 6 ` EI 8" 8'O' 6 j ry� IIERI I Ifie, 8 Th" 9 1" 8'6" LIINE I it, NC. 9'O" 101" 10" 1 1 Th" 9'6" 9" 12%" 11'0" 9" v 1 1 " BPOL2021-0322 RAISED BOND BEAM LEVEL TOP OF GUNITE W/ GROUT & PLACE #15 FELT OR 4 MIL. VISQUEEN ON TOP. (2) #3 BARS 5" MIN. ) AROUND ALL. (2) #3 'Z BARS SECTION AT SKIMMER MIN. LAP PLAN AT SKIMMER DECKING COPING SKIMMER COVER. BEND BOND BEAM UNDER SKIMMER. F r L 4 KERN COUNTY: #K201908764 CITY OF FRESNO: P-00-01 (REQ'S SUPPLEMENTAL NOTES) FRESNO COUNTY: REQ'S SUPPLEMENTAL NOTES VENTURA COUNTY: S.P.A. # 6-2017 (REQ'S PEI 100-VCO) 4'--0" MIN. <- LISTED ELECTRICAL `J' BOX. 8" MIN. ABOVE DECK, WATER LINE OR FLOOD LINE WHICH EVER IS GREATER. #8 COPPER ~� GROUND WIRE C.E.C. APPROVED CONDUIT & GFCI PROTECTED CIRCUIT (2) #3 BARS EACH WAY AROUND NICHE. CI TY OF LA CQU N TA ll V' MY' wr VY-1 VED FOR LI AV CE FrE: /1/22/2021 REVISION 1: DESIGN CHANGES -O POOL AND FINISH SPA AT REAR YARD WITH GRADE. RELOCATION. `rr Z COMPACTED FILL FIXTURE LENS RECESSED LIGHT. 18" MIN. LAP, TYP. NOTES: 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE TO BRASS CONDUIT TO POOL REBAR, OR NON-METALLIC CONDUIT CAN BE USED WITH INSULATED NO. 8 COPPER WIRE INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. 2. SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH APPLICABLE UNDERWRITERS' LABORATORIES REQUIREMENTS FOR LIGHTING FIXTURES U.L. STANDARD 676. 10 J J GENERAL NOTES 1. THIS STANDARD POOL STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING POOL AND/OR SPA SHAPE, DEPTH, DISTANCE TO PROPERTY LINE, GRADE CHANGES & SLOPES AND ADJACENT STRUCTURES. 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF THIS STANDARD POOL STRUCTURAL PLAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE CONDITIONS VARY FROM THAT COVERED BY THIS STANDARD POOL STRUCTURAL PLAN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL DETAILS ARE VALID ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING INC. RECOMMENDS THAT THE OWNER OR CONTRACTOR OBTAIN A SOILS REPORT. 3. POOL ENGINEERING INC. (PEI) RECOMMENDS THAT THE PROPERTY OWNER AND/OR POOL CONTRACTOR RETAIN A UCENSED GEOTECHNICAL CONSULTANT TO OBTAIN GEOTECHNICALLY RELATED DESIGN CRITERIA FOR THE PROPOSED POOL SITE. IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND/OR POOL CONTRACTOR TO REQUIRE THAT THE UCENSED GEOTECHNICAL CONSULTANT CONFIRM THAT THE POOL STRUCTURAL PLANS PROVIDED MEET THE REQUIREMENTS OF THE PROJECT SITE AND THE GEOTECHNICAL REPORT. WHEN A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED TO PEI, IT IS THE OWNER AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SITE GEOTECHNICAL CONDITIONS ARE SUITABLE FOR CONSTRUCTION OF THE PROPOSED POOL BASED ON THE PEI PLANS BEING USED. 4. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE CONDITIONS AS SHOWN IN DETAIL ,#3 APPLY (PER CBC SECTION 1808.7.3). ALL POOLS SHALL COMPLY WITH SLOPE SETBACKS PER CBC SECTION 1808.7.3. 5. THE STANDARD POOL STRUCTURAL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON-STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE DECKING AND POOL GEOMETRICS. 6. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. 7. ALL CONSTRUCTION SHALL COMPLY WITH THE 2019 EDITIONS OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA ELECTRICAL CODE (CEC), CALIFORNIA MECHANICAL CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ENERGY CODE, 2019 BUILDING ENERGY EFFICIENCY STANDARDS, 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE, AND LOCAL ORDINANCES. 8. POOLS WTH DIVING BOARDS SHALL MEET DIVING BOARD MANUFACTURER'S POOL GEOMETRIC STANDARDS AND/OR LOCAL CODES. 9. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. 10. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR ASSISTIVE DEVICES FOR THE DISABLED. 11. CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE. POOL LENGTH, GRADE BREAK LOCATIONS & DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN SHALL COMPLY WITH APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR APPLICABLE STATE AND LOCAL HEALTH DEPARTMENTS REGULATIONS AND MANUFACTURERS RECOMMENDATIONS. ELECTRICAL AND PLUMBING 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE WITH THE 2019 CEC. 2. POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN ACCORDANCE WITH CEC 680.26(B). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS SPECIFIED IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 4. ALL EQUIPMENT SHALL BE LISTED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 5. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM. 6. BACKWASH SHALL BE DISPOSED OF IN AN APPROVED MANNER. 7. POOL/SPA WATER HEATER AND GAS PIPING INSTALLATION TO BE IN CONFORMANCE WITH THE CPC. 8. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ANSI/APSP-7 AND 2019 CBC SECTION 3109 (HS CODE §§ 115920-115929). 9. POTABLE WATER SUPPLY TO SWIMMING POOLS, SPAS, AND HOT TUBS SHALL BE PROTECTED FROM BACKFLOW IN ACCORDANCE WITH CPC 603.5.20 10.CHEMICAL DISPENSERS SHALL COMPLY WITH 2019 CPC SECTION 603.5.21 REQUIREMENTS FOR PROTECTION AGAINST BACKFLOW AND COMPLY WITH ASSE 1055. STRUCTURAL NOTES 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, INCLUDING BUT NOT LIMITED TO CUT -FILL TRANSITIONS. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2 1/2". 3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF (2) #3 BARS, WITH THE EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC GRID, THE MAXIMUM SPACING IS #4 BARS AT 18" O.C.. 4. THE PLAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE POOL STRUCTURE. 5. BONDING/GROUNDING (PER THE CEC) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 6. SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1908 & SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. WHERE APPLICABLE, SHOTCRETE (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY REQUIREMENTS. AGGREGATE SHALL NOT EXCEED 3/4-INCH. 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 CHAP. 19 & ASTM C 150. 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION 19.3 FOR CONCRETE EXPOSURE TO SULFATE AND AS DIRECTED BY LOCAL BUILDING OFFICIAL. 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 10. ALL INTERIOR SURFACES OF POOL/SPA SHALL BE COATED WITH A WATERPROOF SURFACE. GLAZING IN HAZARDOUS LOCATIONS WHEN REQUIRED BY THE BUILDING OFFICIAL, GLAZING SHALL COMPLY WITH THE CBC SECTION 2406.4, INCLUDING LOCALLY ADOPTED AMENDMENTS. 1. GLAZING IN WALLS AND FENCES USED AS A BARRIER SHALL BE SAFETY GLAZING WHEN ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE ANY STANDING OR WALKING SURFACE. B. THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. CONTINUOUS SHOTCRETE INSPECTION WHERE REQUIRED BY THE PERMITTING AGENCY, PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL INSPECTOR IN CONFORMANCE WITH CBC SECTION 1704, WHO SHALL SUBMIT A STATEMENT INDICATING COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. TITLE 24 1. PUMPS SHALL BE SIZED PER SECTION 150(p) OF THE LATEST ADOPTED EDITION OF THE BUILDING ENERGY EFFICIENCY STANDARDS. 2. A LENGTH OF STRAIGHT PIPE GREATER THAN OR EQUAL TO 4 PIPE DIAMETERS SHALL BE INSTALLED BEFORE THE PUMP. 3. ALL ELBOWS SHALL BE SWEEP ELBOWS. 4. MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPMENT: 4.1. SYSTEM IS CERTIFIED WITH: THERMAL EFFICIENCY THAT COMPLIES WITH THE APPLIANCE EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON -OFF SWITCH, WEATHERPROOF OPERATING INSTRUCTIONS ON ENERGY EFFICIENT OPERATIONS, NO ELECTRIC RESISTANCE HEATING AND NO PILOT LIGHT. 4.2. SYSTEM IS INSTALLED WITH: A) AT LEAST 36" PIPE BETWEEN FILTER & HEATER FOR FUTURE SOLAR HEATING. B) COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 4.3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF PEAK OPERATION. FENCING AND BARRIERS 1. PRIOR TO FILLING, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN. HIGH FENCING & GATES WITH NO OPENINGS 4" OR GREATER. GATES TO BE SELF -CLOSING & SELF -LATCHING WITH LATCH A MIN. OF 5' HIGH. ACCESS GATES THROUGH FENCING SHALL OPEN AWAY FROM THE POOL. MAXIMUM VERTICAL CLEARANCE FROM GROUND TO POOL FENCING SHALL NOT EXCEED 2 INCHES. WHERE THIS VARIES FROM LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. 2. BARRIERS SHALL COMPLY WITH CBC SECTION 3109 (HS CODE §§ 115920-115929), INCLUDING LOCALLY ADOPTED AMENDMENTS. A. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY CHAPTER 11.50 OF THE LOS ANGELES COUNTY HEALTH AND SAFETY CODE AND ORDINANCE 95-0039 SHALL BE REQUIRED. THESE BARRIER REQUIREMENTS SHALL BE ATTACHED TO THE SWIMMING POOL SITE PLAN. COUNTY OF LOS ANGELES SPECIAL NOTES 1. IN THE COUNTY OF LOS ANGELES, THE DEPARTMENT OF PUBLIC WORKS, BUILDING & SAFETY/LAND DEVELOPMENT DIVISION NOTES TITLED BARRIERS FOR SWIMMING POOL, SPAS, AND HOT TUBS FOR R-3 OCCUPANCIES SHALL BE ATTACHED TO AND MADE A PART OF THE SITE PLAN. 2. CONSTRUCTION TO BE PER THE LATEST ADOPTED EDITION OF THE LOS ANGELES COUNTY BUILDING CODE (LACBC). 3. IN LOS ANGELES COUNTIES SETBACK TO TOE OF ASCENDING SLOPE SHALL NOT BE LESS THAN 1 1/2 FEET & SETBACK TO TOP OF DESCENDING SLOPE SHALL NOT BE LESS THAN 2 1/2 FEET. 4. ALL POOL CONSTRUCTION SHALL BE BASED ON AN EQUIVALENT FLUID PRESSURE EQUAL TO OR GREATER THAN 60 P.C.F., UNLESS A SOILS REPORT IS SUBMITTED FOR REVIEW. CITY OF SIMI VALLEY SPECIAL NOTES 1. SEE THE ATTACHED "CITY OF SIMI VALLEY RESIDENTIAL SWIMMING POOL NOTES" FOR BUILDING CODE REQUIREMENTS AND DISPOSAL OF POOL WASTEWATER. 2. THE MINIMUM DESIGN EQUIVALENT FLUID PRESSURE (EFP) IS 60 PSF/FT (PCF) FOR POOLS SET IN LEVEL GRADE/LEVEL BACKFILL THAT MEET THE CITY OF SIMI VALLEY SLOPE SETBACK REQUIREMENTS FOR POOL PROJECTS THAT DO NOT SUBMIT OR REQUIRE A SOILS REPORT (CBC TABLE 1610.1). UNINCORPORATED COUNTY OF ORANGE SPECIAL NOTES 1. WHERE SITE SPECIFIC SOIL TESTING HAS NOT BEEN PERFORMED: 1.1. POOLS SHALL BE DESIGNED FOR A MINIMUM DESIGN EQUIVILENT FLUID PRESSURE (E.F.P.) OF 100 P.S.F. 1.2. ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH (F'c) EQUAL TO 4,500 P.S.I., TYPE V CEMENT, AND W/C RATIO EQUAL TO 0.45. (THIS SHALL SUPERSEDE ALL OTHER LOWER F'r SPECIFICATIONS SET FORTH). 1.3. DROWNING PREVENTION SAFETY FEATURES SHALL BE PROVIDED PER COUNTY ORDINANCE NO. 19-006 SECTION 7-1-56 SECTION AV100. CITY OF SANTA CLARITA SPECIAL NOTES CONSTRUCTION MATERIALS, CONCRETE, PLASTER, DIRT, GRAVEL, SAND, AND ACIDS AS WELL AS ANY WASH WATERS ARE PROHIBITED FROM ENTERING THE STREET, GUTTER, AND STORM DRAIN SYSTEM PER THE SANTA CLARITA MUNICIPAL CODE. USE PROPER BEST MANAGEMENT PRACTICES TO PREVENT OR CAPTURE ANY CONSTRUCTION ACTIVITY RUNOFF INTO THE STORM DRAIN SYSTEM. COUNTY OF SAN BERNARDINO SPECIAL NOTES 1. THESE PLANS ARE FOR PRIVATE RESIDENTIAL USE ONLY. 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC) AND COUNTY OF SAN BERNARDINO INFORMATION BULLETIN IB-0007. PERMIT APPLICANT SHALL PROVIDE PLANS SHOWING POOL ARCHITECTUAL DESIGN AND GEOMETRY. 3. IN THE ABSENCE OF SITE SPECIFIC SOIL TESTING: POOL CONSTRUCITON SHALL BE BASED ON AN E.F.P. OF 60 P.C.F. OR GREATER AND ALL CONCRETE IN CONTACT WITH SOIL SHALL HAVE AT MIN: F'c = 4,500 PSI, TYPE V CEMENT AND W/C RATIO = 0.45 4. ENGINEER OF RECORD SHALL PROVIDE SITE PLAN REVIEW STAMP AND SIGNATURE ON SITE PLAN VERIFYING APPROPRIATE PROPOSED POOL LOCATION. NOTES BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. BOND BEAM W/ (4) #3 BARS PER TABLE #1 & DETAIL #12. ': Jr•I��L'�'��R/rVllrinl�rV�S-M"', ",'''J•f �J'J�5:L"�'lt^•'l�^"li'�^�•.f�^ VERT. STEEL #3 0 6" O.C. 5`-0" DEEP & BELOW. NOTE: EXTRA REINFORCING TO EXTEND 24" MIN. EACH SIDE OF RAMP. SHALLOW/DEEP END RAMP BRICK OR PRECAST CONCRETE COPING. EXPANSION JOINT & SEALANT REQ'D. FOR EXPANSIVE SOILS. PER DETAIL #8 DECKING. PLUMBING MAY BE LOCATED IN BOND BEAM LOWER CORNER MAINTAIN 1" CLR. TO REINF. 9 1/2" to 12" CLR. PRECAST COPING OR BRICK (2) #3 BARS BEND VERT. STEEL 45' OR 90'. BOND BEAM PER - TABLE NO. 1. VENEER NOTCH WOOD POST FROM VENEER. STILE PLASTER O ATTACHED PATIO COVER MAX. DEAD + LIVE LOAD = 2000 lb. OR MAX. 2000 LB ROCK ON BOND BEAM. ANCHORAGE PER PATIO COVER PLAN. BOND PER ELECTRICAL & PLUMBING NOTE 2. 3 1/2" MIN. CONC. DECKING. 0 CANTILEVER CONCRETE 3RD AND/OR 4TH BAR LOCATION MAY VARY TO PROVIDE 2 1/2" CLR. BETWEEN PARALLEL BARS. TILE BOND BEAM PER TABLE NO. 1. BOND BEAM HORIZONTAL BARS MAY BE OVER OR UNDER VERTICAL BARS. #3 BARS BENT 48" O.C. OPTIONAL (6) BAR BOND BEAM LEVEL TOP OF BOND BEAM WITH GROUT Sc PLACE 15# FELT OR 4 MIL. VISQUEEN ON TOP OF BOND BEAM. MASTIC TILE BOND BEAM DETAILS PREPARED IN ACCORDANCE WITH THE 2019 CALIFORNIA BUILDING CODE STRUCTURAL PLAN (2018 INTERNATIONAL BUILDING CODE) STANDARD POOL pool engineering Inc. N. T. S. PROPERTY RIGHTS TO ALL DRAWINGS, REPRESENTATIONS, IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES OR ORIGINALS THEREOF THAT MAY BE INCORPORATED INTO THIS DESIGN ARE THE PROPERTY SOLEY OF POOL ENGINEERING, INC. PERMISSION FOR ANY COPIES OF SAID COPYRIGHTED MATERIALS, DRAWINGS, REPRESENTATIONS. IDEAS, DETAILS, AND SPECIFICATIONS EITHER ORIGINAL OR COPIES THEREOF TO BE MADE, COPIED OR ALTERED BY ANY PERSON, BUSINESS, OR CORPORATION MAY ONLY BE AUTHORIZED WITH THE EXPRESSED WRITTEN PERMISSION OF POOL ENGINEERING, INC. BY THE USE OF THIS PLAN, THE USER ACKNOWLEDGES THAT HE HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. FOR USE ONLY AT 52435 Ross Ave La Quinta CA 92253 Date: 9/23)2021 21-16514 PLAN VAUD ONLY WITH WET STAMP & ENGINEER'S SIGNATURE IN RED INK ON PLAN. AUTHORIZED SIGNATURES: RONALD L. LACHER, P.E. TODD L. LACHER, P.E. CHRIS BIEDENBACH, P.E. MATTHEW THOMPSON, P.E. Ron Lacher, R.C.E. 1201 N. Tustin Ave. Anaheim, California 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 SHEET: 100 J COPYRIGHT 2019, POOL ENGINEERING INC. cc w 0 Ywo 1 a) CO co CO (Ni - N - 0 rn - UJ ri1 >,0 o ca O C_ (f O CO CO J M N c1) 0 N CO U_ J 0 0 ui 0 EL a) 0 STRUCTURAL no. revisions date A A A A A A A A A SCALE: DWN BY: CE DATE: 11/17/2021 SHEET: S-3 STRAIGHT OR ANGLED EXTERIOR POOL WALL. WATER LINE. K (2) #3 BARS HORIZ. #3 BAR @ 12" 0.C. VERTICAL & HORIZ. 6" X 6" TROUGH. POOL AREA. BEAM REINFORCING PER STD. POOL STRUCTURAL PLAN, DETAIL #1 & #12. 2" CLR. 'K— SEE GENERAL NOTES #3. BENCH AND STEP OPTIONS: 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH (3" CLEAR FROM EARTH). 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN THE STRUCTURAL POOL SHELL. REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL. DECKING. MINIMUM WIDTH PER LOCAL BUILDING CODE. NO R.B.B. w UNDERWATER LIGHT PER DETAIL #10, SHEET 100 START ADD BARS STEEL BASKET IS NOT REQUIRED DRAIN PIPE SHALL NOT ENCROACH INTO GUNITE SHELL _I I 1=1 I I— i CIRCULATION DRAINS. PROVIDE (2) ANTI -VORTEX SUCTION OUTLETS PER PUMP, COVERED WITH APPROVED A.S.M.E. STANDARD A112.19.8 ANTI -ENTRAPMENT GRATES, THAT ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED THROUGH "T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE FEET IN ANY DIMENSION. SEE ELECTRICAL AND PLUMBING NOTE 8. — BASIC GRID #3 BARS ® 12" O.C. WATER SURFACE. APPROX. 3" BELOW BOND BEAM. I— I 2nd ADD BARS BENCH/STEPS SEE OPTIONS I ABOVE r rJ TYP. FLOOR 6" THICK MIN. SHOTCRETE (GUNITE) WI #3 BARS 0 6" O.C. OR #4 BARS 0 12" O.C., EACH DIRECTION IN HIGH WATER TABLE, INSTALL HYDROSTATIC VALVE AND ROCK PACK AT LOW POINT. 2 STORY WOOD FRAME BUILDING 1500 #/FOOT MAX. 3'-0" MIN: COPING 1 1 y INFLUENCE LINE FOR FOOTING SURCHARGE SURCHARGE CONDITION: USE TABLE 1 SCHEDULE 'D', OF SHEET 100 (BUILDING SURCHARGE) WHEN SETBACK TO BUILDING FOUNDATION 'W' IS LESS THAN POOL DEPTH. (6' HIGH MAX. FREESTANDING MASONRY SCREEN OR GARDEN WALL DOES NOT REQUIRE SURCHARGE DETAIL) TYPICAL LONGITUDINAL SECTION NOTE ADDITIONAL FLOOR REINFORCING EIAIW SHOTCRETE MIX DUE TO THE LENGTH OF THIS SWIMMING POOL AND OTHER SPECIFIC DESIGN ELEMENTS, THE USE OF A LOW SHRINKAGE SHOTCRETE MIX DESIGN IS REQUIRED. THE SHOTCRETE MIX SUPPLIER AND THE SHOTCRETE APPLICATOR SHALL COLLABORATE ON THE DEVELOPMENT OF A SHOTCRETE MIX DESIGN THAT WILL RESULT IN THE LOWEST POSSIBLE DRYING SHRINKAGE. THE MIX SHALL BE DEVELOPED BASED ON BUT NOT LIMITED TO: 1. THE USE OF SHRINKAGE REDUCING ADMIXTURES. 2. A PROVEN LOW SHRINKAGE AGGREGATE WITH AGGREGATE GRADATION SELECTED TO MINIMIZE CEMENT PASTE CONTENT AND WATER DEMAND. 3. MINIMIZING BOTH WATER CONTENT AND CEMENT PASTE CONTENT. 4. CEMENT SUPPLIER SELECTED BASED ON CERTIFIED MILL REPORTS FOR THE LOWEST AVAILABLE SHRINKAGE CEMENT. 5. FLY ASH TO REDUCE INITIAL HYDRATION AND THERMAL DIFFERENTIALS. 6. WATER REDUCERS. 7. AIR ENTRAPMENT AS A WATER REDUCER AND PUMP ABILITY AID. SHOTCRETE APPLICATION ALL PNEUMATICALLY APPLIED CONCRETE SHELL BE PERFORMED BY AN AMERICAN CONCRETE INSTITUTE (ACI) CERTIFIED NOZZLEMAN. CURING AS SOON AS POSSIBLE AFTER INITIAL SET, BEGIN SHOTCRETE CURING BY MISTING, SOAKER HOSES, SPRINKLERS, WATER PONDING WHERE APPROPRIATE OR OTHER APPROVED MEANS. SHOTCRETE MUST BE MAINTAINED CONTINUOUSLY WET FOR A MINIMUM OF 14 DAYS AND PREFERABLY LONGER. EXAMINATION FOR SHRINKAGE CRACKS PRIOR TO THE APPLICATION OF THE POOLS WATERPROOF FINISH SURFACE COATING, THE SHOTCRETE SHELL SHALL BE CLOSELY EXAMINED TO LOCATE ANY SHRINKAGE CRACKS. THE SHRINKAGE CRACKS SHALL BE INJECTED WITH HIGH PRESSURE EPDXY TO THE GREATEST DEPTH POSSIBLE IN THE CRACK. CERTIFICATION BY PROJECT GEOTECHNICAL ENGINEER THE PROJECT GEOTECHNICAL CONSULTANT SHALL EXAMINE THE POOL SITE AND POOL SUBGRADE AFTER EXCAVATION. PRIOR TO REINFORCEMENT PLACEMENT THE PROJECT GEOTECHNICAL CONSULTANT SHALL CERTIFY THAT THE MODULUS OF SUBGRADE REACTION IS UNIFORM UNDER ALL AREAS OF THE POOL STRUCTURE AND THAT THE POOL SUBGRADE SOIL IS CAPABLE OF SUPPORTING THE POOL WITHOUT THE POTENTIAL FOR SIGNIFICANT DIFFERENTIAL SETTLEMENT. FURTHER, THE PROJECT GEOTECHNICAL CONSULTANT SHALL CERTIFY THAT ALL GEOTECHNICAL RELATED ISSUES, INCLUDING FOUNDATION SETBACK FROM THE FACE OF ANY DESCENDING SLOPES, ARE IN CONFORMANCE WITH APPLICABLE CODES AND GOOD ENGINEERING PRACTICE. BPOL2021-0322 CI TY OF LA QU N TA BULI]NVISON REVI EYED FOR COCE COIfPU AV CE B: A. ME: i1/22/2021 REVISION 1: DESIGN CHANGES TO POOL AND SPA AT REAR YARD WITH RELOCATION. FOR USE ONLY AT 52435 Ross Ave La Quinta CA 92253 Date: 9/23/2021 Z � . o0_ LJ -)Q Za oD z O O — �Z oN w Z O Z z m w LARGE & IRREGULAR POOL SUPPLEMENT DETAIL FOR STANDARD POOL STRUCTURAL PLAN (TO SUPERCEDE DETAIL '2' OF SHEET 100) DETAIL #202 EXPANSION JOINT & SEALANT REQUIRED PER STD. POOL STRUCTURAL PLAN, DETAIL #8. DECKING. POOL DECK SHALL NOT BE SUPPORTED BY TROUGH. 11 (2) #3 HORIZ. BARS I II I1 l I „/� 2 1/2" CLR. O.C. #3 BAR 0 12" O.C. 3" CLR. UNDISTURBED SOIL 1500 PSF MIN. BEARING VALUE ," MIN, 3" CLR. I. TROUGH AT LEVEL EDGE EXPANSION JOINT & SEALANT REQUIRED PER STD. POOL STRUCTURAL PLAN, DETAIL #8. DECKING. POOL DECK SHALL NOT BE SUPPORTED BY TROUGH. VARIES 6" VARIES 6" MIN. (2) #3 HORIZ. BARS AT TOP. RECTANGULAR TROUGH #3 BAR C 12" O.C. 3" CLR. J >� UNDISTURBED SOIL 1500 PSF MIN. BEARING VALUE MIN. 3" CLR. WATER LINE. • (2) #3 HORIZ. BARS AT TOP. 2" CLR. z #3 BAR CO 12" O.C. VERTICAL & HORIZ. a J POOL AREA. - BOND BEAM REINFORCING PER STD. POOL STRUCTURAL PLAN, DETAIL #1 & #12. SEE GENERAL NOTES #3. 2" CLR. EXTEND FINISH SURFACE MATERIAL 2" TO CONTAIN SPLASH -OUT. (2) #3 BARS. HORIZONTAL. PVC PIPE. #3 BAR ® 12" 0.C. BOND BEAM REINFORCING 12" TROUGH PER STD. POOL STRUCTURAL PLAN, DETAIL #1 & # 12. UNDISTURBED SOIL 1500 PSF MIN. BEARING VALUE 12" 3" CLR. I. WATER LINE. (2) #3 BARS HORIZONTAL. #3 BAR ® 12" O.C. VERTICAL & HORIZ. J 2.POOL AREA. 7 2" CLR. SEE GENERAL NOTES #3. TROUGH AT TOP OF WEIR WALL #3 © 12" 0.C. #4 © 12" O.C. 2'-6" MIN. 2'-6" MAX. LEVEL TOP OF GUTTER WALL WITH (•' 4 V GROUT & PLACE 15# FELT OR 4 MIL. VISQUEEN ON TOP OF GUTTER WALL. (2) #3 CONTINUOUS HORIZ. BARS. BOND BEAM REINFORCING 3" , CLR. PER STD. POOL STRUCTURAL PLAN, DETAIL #1 & # 12. VARIES UNDISTURBED SOIL 1500 PSF MIN. BEARING VALUE Co 3" CLR. 'co 1,/,1, f, 2" CLR. WATER LINE. (2) #3 BARS HORIZONTAL. #3 BARS ® 12" O.C. VERTICAL & HORIZ. POOL AREA. - SEE GENERAL NOTES #3. GENERAL NOTES: 1. LAP ALL STEEL 24" MIN. UNLESS NOTED OTHERWISE. 2. MAINTAIN 2" CLEARANCE BETWEEN ALL PLUMBING & REINFORCING STEEL. 3. FOR POOL WALL GUNITE THICKNESS & STEEL REINFORCING, SEE STANDARD POOL STRUCTURAL PLAN. 4. FINAL CONFIGURATION OF WEIR AS DIRECTED BY CONTRACTOR. 5. GUTTER TROUGH TO BE WATERPROOFED. 6. SPECIAL PRECAUTIONS MUST BE TAKEN TO WATERPROOF PENETRATIONS INTO TROUGH. FOR USE ONLY AT 52435 Ross Ave La Quinta CA 92253 Z Z 0 V) ~ -z zw LL.IWg DQ Za ZCt W O O D — m 0 cn w w D O o Z co w VANISHING OR ZERO EDGE TROUGH & OVERFLOW GUTTER DETAIL �65 �o no. revisions date A A A A A A A A A SCALE: DWN BY: CE DATE: 11/17/2021 SHEET: 3H AT ZERO EDGE OVERFLOW GUTTER DETAIL #649 I S-4 t THIS PLAN IS INTENDED FOR THE STRUCTURAL DESIGN ONLY. THE POOL CONTRACTOR OR DESIGNER IS ADVISED TO REFER TO THE LATEST EDITION OF THE APSP BUILDERS MANUAL FOR PROPER VANISHING EDGE CONSTRUCTION TRADE PRACTICE, INCLUDING BUT NOT LIMITED TO CATCH POOL SIZING, CONFIGURATION AND DROP FROM MAIN POOL. EARTH LEVEL - MAY BE AT TOP OF WALL. x x Q T1-1111 111 -111- N Lai CC (2) #4 BARS. • VARIES - 4'-6" MAX. w w 3'-0" MAX. 12" MIN. EQ. / #4 BARS ® 6" 0.C. 8" EMBEDMENT INTO POOL WALL BASIN WIDTH #3 BARS .12"ccO.C. VERT. E 2" CLR. #4 BARS ® 6" O.C. VERTICAL. ( #3 BARS 0 — 12" O.C. HORIZ. 3" CLR. / NOTE: HORIZ. BARS MAY BE OVER OR UNDER VERT. BARS, MAINTAIN SPECIFIED CLEARANCE TO VERT BARS. (4) #4 BARS AT TOP. N U 2" CLR. t z N FOR STEEL REINFORCING. SEE TABLE 650. #3 BARS ® 12" O.C. HORIZ. ti w 0 00 N CC (2) #4 BARS. EARTH LEVEL MAY BE AT TOP OF WALL. \, / X VARIES - 4'-6" EQ. 3'-0" MAX. BASIN WIDTH #3 BARS CO 12" O.C. VERT. N U E 24" MIN. LAP 2" CLR. #4 BARS 0 6" 0.C. VERTICAL. #3 BARS 12" O.C. HORIZ. O w 0 w 12" MIN. 2" CLR. � t (4) #4 BARS AT TOP. FOR STEEL REINFORCING SEE TABLE 650. #3 BARS 0 12" O.C. HORIZ. N U a- 0 Co #4 BARS 6" O.C. DISTANCE TO DAYLIGHT - 'Q' 24" MIN. LAP 4'-6" NOTE: HORIZ. BARS MAY BE OVER OR UNDER VERT. BARS, MAINTAIN SPECIFIED CLEARANCE TO VERT BARS. 24" MIN. LAP 'Q' = h/6 (10'-0" MIN., 20'-0" MAX.) OR PER SOILS REPORT. IF 'Q' IS LESS THAN h/6 (10'-0" MIN.), USE DETAIL #651. CONDITION B: BASIN FLOOR AT SAME ELEVATION AS POOL FLOOR N U t �' DISTANCE TO DAYLIGHT - 'Q' >, Q' = h/6 (10'-0" MIN., 20'-O" MAX.) OR PER SOILS REPORT. IF 'Q' IS LESS THAN h/6 (10'-0" MIN.), USE DETAIL #651. CONDITION C: BASIN FLOOR ABOVE POOL FLOOR 0 -I 11-1I1=1I1—I1I—I I1=1II' I I , I I � 11=" 1=1 1_ 7'-6" UNDISTURBED SOIL 1500 PSF MIN. BEARING/ STANDARD POOL STRUCTURAL PLAN, STRUCTURAL NOTE #1 IS REPEATED HERE FOR EMPHASIS: 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1,500 P.S.F. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT -FILL TRANSITIONS. • ". #3 BARS 12" O.C. E.W. IN POOL FLOOR. NOTES 1. BASIN WALL & FLOOR DIMENSIONS SHALL NOT BE EXCEEDED. 2. ALL STEEL SHALL BE 3" CLR. FROM EARTH. ALL LAPS TO BE 24" MIN. 3. WEIR PITCH ANGLE MAY VARY IN DEGREE AND DIRECTION TO SUIT CONTRACTOR OR OWNER DESIGN INTENT. - UNDISTURBED SOIL 1500 PSF MIN. BEARING/ TYPICAL ADD BARS REINFORCING DIAGRAM TOP OF POOL WALL EARTH LEVEL MAY BE AT TOP OF WALL. BASIC GRID #3 BARS 0 12" O.C. EACH WAY. w CC (2) #4 BARS. • Q. 3'-0" MAX. 12" MIN. BASIN WIDTH #3 BARS 12" O.C. VERT. N U EQ. VERTICAL REINFORCEMENT AS SPECIFIED IN TABLE STARTS A DISTANCE 'D' OR 'H' DOWN FROM TOP OF POOL WALL. REINFORCEMENT OTHER THAN BASIC GRID NEED NOT EXTEND TO TOP OF POOL WALL. ADD BARS TO BE EQUALLY SPACED BETWEEN BASIC GRID. • a- z 'MMnNWtiv�W� Mr (4) #4 BARS AT TOP. 2 s, CLR. t a 0 FOR STEEL REINFORCING SEE TABLE 650. N vim' #4 BARS c 6" O.C. VERTICAL. #3 BARS 0 12" O.C. HORIZ. N A #4 BARS 0 6" O.C. '-111=111=11' I=III=III_ '1_111 DISTANCE TO DAYLIGHT - 'Q' Q EQ / 12" 'Q' = h/6 (10'-0" MIN., 20'-0" MAX.) OR PER SOILS REPORT. IF 'Q' IS LESS THAN h/6 (10'-0" MIN.), USE DETAIL #651. CONDITION A: BASIN FLOOR BELOW POOL FLOOR TABLE 650 `D' OR 'H' IS DISTANCE FROM TOP OF POOL WALL DOWNWARD. BEGIN SPECIFIED STEEL & GUNITE THICKNESS AT INDICATED 'D' OR 'H' DEPTH. (SEE STANDARD STRUCTURAL PLAN, DETAIL #2) POOL DEPTH NO RAISED BOND BEAM D t VERTICAL STEEL 0' to 2'-6" 12" #3 ® 12" 3'-0" 12" #3 ® 6" 3'-6" 12" " 4'-0" 12" " 4'-6" 12" " 5'-0" 12" #3 © 3" 5'-6" 12" 6'-0" 12" „ 6'-6" 12" " 7'-0" 12" add (3) #4 7'-6" 12" 8'-0" 12" " 8'-6" 12" " SEE ADD BARS DIAGRAM 24" MIN. LAP UNDISTURBED SOIL 1500 PSF MIN. BEARING — #4 BARS 0 6" O.C. X 0 I O 0 a 0 w CO w C) FOR USE ONLY AT 52435 Ross Ave La Quinta CA 92253 Date: 9/23/2021 V) � Z LJ g wa z zz z � p W J � z p c J Q zz 0_U) 0 C) -D z 0 U z p w w CO 0 I— VANISHING EDGE CANTILEVERED BASIN EQUIVALENT FLUID PRESSURE = 60 P.C.F. DETAIL #650 BPOL2021-0322 CI TY OF LA QU N TA BU LD N G D VI 9 ON REVI EYED FOR COCE COIfPLI /N CE B: A. EE: /11221202i REVISION 1: DESIGN CHANGES TO POOL AND SPA AT REAR YARD WITH RELOCATION. cs r / co J F- W 0 STRUCTURAL no. revisions date A A A A A A A A A SCALE: DWN BY: CE DATE: 11 /17/2021 SHEET: I S-5