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BPOL2015-0260Description: THE ORCHARD/ POOL, SPA, AND FIRE PIT AT REAR YARD Type: POOL CONSTRUCTION Subtype: PRIVATE Status: FINALED Applied: 12/2/2015 ECON (WEB) Approved: 12/7/2015 JFU Parcel No: 777030001 Site Address: 51200 EVANGELINE WY LA QUINTA,CA 92253 Subdivision: THE ORCHARD Block: Lot: 11 Issued: 2/19/2016 ECON Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 10/5/2016 JFU Valuation: $14,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ACTION DATE Details: POOL, SPA, AND FIRE PIT AT REAR YARD [JOHN HENRY HACKER ENGINEERING] THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING CODE. 229 � V\`I/74 41 V i Applied to Approved Approved to Issued Issued to Finaled Printed: Tuesday, April 11, 2023 10:26:58 AM 1 of 7 RWsYsrEMS ADDITIONAL 7CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES E-MAIL JAKE FUSON 12/7/2015 12/7/2015 NOTIFIED DEB@ARCHBLUE.COM THAT PLANS WERE APPROVED AND PERMIT WAS READY TO ISSUE VIA THE ONLINE PORTAL. NOTE JAKE FUSON 9/30/2016 9/30/2016 RE -INSPECTION FEE ASSESSED DUE TO EXCESSIVE FAILED INSPECTIONS FOR THE SAME CORRECTION --THIS CONTRACTOR HAS HAD SEVERAL INSPECTION CORRECTIONS FOR THE SAME CORRECTIONS THROUGHOUT THIS SUBDIVISION. CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT J M N SERVICES INC DBA ARCH BLUE P O BOX 1215 PALM SPRINGS CA 92263 (760)327-1533 deb@archblue.com CONTRACTOR J M N SERVICES INC DBA ARCH BLUE P O BOX 1215 PALM SPRINGS CA 92263 (760)327-1533 deb@archblue.com Printed: Tuesday, April 11, 2023 10:26:58 AM 1 of 7 RWsYsrEMS FINANCIAL INFORMATION NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL OWNER COACHELLA HOLD CO 5750 WILSHIRE BLVD LOS ANGELES CA 90036363 (760)327-1533 SUITE 501 8 FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY RE -INSPECTION FEE 101-0000-42400 1 $72.52 $72.52 10/4/16 WEB1088 CREDIT J M N SERVICES INC ECON DBA ARCH BL Total Paid for ADMINISTRATIVE: $72.52 $72.52 201602191 BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 2/19/16 WEB616 853591936 CREDIT JMN Services Inc ECON 6 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: 201602191 Credit Card Fee 101-0000-43505 0 $6.98 $6.98 2/19/16 WEB616 853591936 CREDIT JMN Services Inc ECON 6 Credit Card Fee 101-0000-43505 0 $1.31 $1.31 10/4/16 WEB1088 CREDIT J M N SERVICES INC ECON DBA ARCH BL Total Paid for Credit Card Fee: $8.29 $8.29 201602191 GAS SYSTEM, 1-4 101-0000-42401 0 $12.09 $12.09 2/19/16 WEB616 853591936 CREDIT JMN Services Inc ECON OUTLETS 6 201602191 GAS SYSTEM, 1-4 101-0000-42600 0 $24.17 $24.17 2/19/16 WEB616 853591936 CREDIT JMN Services Inc ECON OUTLETS PC 6 Total Paid for PLUMBING FEES: $36.26 $36.26 201602191 SWIMMING POOL/SPA 101-0000-42404 0 $181.29 $181.29 2/19/16 WEB616 853591936 CREDIT JMN Services Inc ECON 6 Printed: Tuesday, April 11, 2023 10:26:58 AM 2 of 7 WsYsrEMS Printed: Tuesday, April 11, 2023 10:26:58 AM 3 of 7 WsYsrEMS CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY SWIMMING POOL/SPA 201602191 101-0000-42600 0 $98.62 $98.62 2/19/16 WEB616 853591936 CREDIT JMN Services Inc ECON PC 6 Total Paid for POOL / SPA: $279.91 $279.91 TOTALS: INSPECTIONS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE 3/9/2016 1:41 PM J M N SERVICES INC DBA ARCH BLUE Contact Name: J M N SERVICES INC DBA PRE-GUNITE JFU 3/10/2016 3/10/2016 APPROVED eTRAKiT Inspection ARCH BLUE Request Site Address: 51200 EVANGELINE WY Phone:7603271533 e -Mail: deb@archblue.com 7/18/2016 12:05 PM J M N SERVICES INC DBA ARCH BLUE Contact Name: J M N SERVICES INC DBA ARCH BLUE UNDERGROUND ELEC JFU 7/19/2016 7/19/2016 DISAPPROVE eTRAKiT Inspection Site Address: 51200 EVANGELINE WY D Request Phone:7603271533 e -Mail: deb@archblue.com ALL WORK BACKFILLED AND COVERED PRIOR TO INSPECTION. Printed: Tuesday, April 11, 2023 10:26:58 AM 3 of 7 WsYsrEMS Printed: Tuesday, April 11, 2023 10:26:58 AM 4 of 7 WsYsrEMS 7/18/2016 12:05 PM J M N SERVICES INC DBA ARCH BLUE Contact Name: J M N SERVICES INC DBA ARCH BLUE UNDERGROUND GAS JFU 7/19/2016 7/19/2016 DISAPPROVE eTRAKiT Inspection Site Address: 51200 EVANGELINE WY D Request Phone:7603271533 e -Mail: deb@archblue.com ALL WORK BACKFILLED AND COVERED PRIOR TO INSPECTION. 7/18/2016 12:05 PM J M N SERVICES INC DBA ARCH BLUE Contact Name: J M N SERVICES INC DBA ARCH BLUE UNDERGROUND PLBG JFU 7/19/2016 7/19/2016 DISAPPROVE eTRAKiT Inspection Site Address: 51200 EVANGELINE WY D Request Phone:7603271533 e -Mail: deb@archblue.com ALL WORK BACKFILLED AND COVERED PRIOR TO INSPECTION. 7/18/2016 12:05 PM J M N SERVICES INC DBA ARCH BLUE Contact Name: J M N SERVICES INC DBA DECK BOND JFU 7/19/2016 7/19/2016 APPROVED eTRAKiT Inspection ARCH BLUE Request Site Address: 51200 EVANGELINE WY Phone:7603271533 e -Mail: deb@archblue.com Printed: Tuesday, April 11, 2023 10:26:58 AM 4 of 7 WsYsrEMS Printed: Tuesday, April 11, 2023 10:26:58 AM 5 of 7 WsYsrEMS 7/20/2016 1:11 PM J M N SERVICES INC DBA ARCH BLUE Contact Name: J M N SERVICES INC DBA UNDERGROUND ELEC JFU 7/21/2016 7/21/2016 APPROVED eTRAKiT Inspection ARCH BLUE Request Site Address: 51200 EVANGELINE WY Phone:7603271533 e -Mail: deb@archblue.com 7/20/2016 1:11 PM J M N SERVICES INC DBA ARCH BLUE Contact Name: J M N SERVICES INC DBA UNDERGROUND GAS JFU 7/21/2016 7/21/2016 APPROVED eTRAKiT Inspection ARCH BLUE Request Site Address: 51200 EVANGELINE WY Phone:7603271533 e -Mail: deb@archblue.com 7/20/2016 1:11 PM J M N SERVICES INC DBA ARCH BLUE Contact Name: J M N SERVICES INC DBA UNDERGROUND PLBG JFU 7/21/2016 7/21/2016 APPROVED eTRAKiT Inspection ARCH BLUE Request Site Address: 51200 EVANGELINE WY Phone:7603271533 e -Mail: deb@archblue.com 9/13/2016 9:46 PM J M N SERVICES INC DBA ARCH BLUE Contact Name: J M N SERVICES INC DBA PRE -PLASTER JFU 9/14/2016 9/14/2016 APPROVED eTRAKiT Inspection ARCH BLUE Request Site Address: 51200 EVANGELINE WY Phone:7603271533 e -Mail: deb@archblue.com Printed: Tuesday, April 11, 2023 10:26:58 AM 5 of 7 WsYsrEMS Printed: Tuesday, April 11, 2023 10:26:58 AM 6 of 7 WsYsrEMS PRE -PLASTER JFU 9/14/2016 9/14/2016 APPROVED eTRAKiT Inspection Request JUAN FROM ARCHITECTURE BLUE CALLED TO CANCEL TODAYS INSPECTION 9/29/2016 6:43 PM J M N SERVICES INC DBA ARCH BLUE Contact Name: J M N SERVICES INC DBA ARCH BLUE Site Address: 51200 EVANGELINE WY Phone:7603271533 e -Mail: deb@archblue.com FINAL" JFU 9/30/2016 9/30/2016 DISAPPROVE eTRAKiT Inspection -REMOVE DEADFRONT AT SUB -PANEL TO D Request VIEW CONDUCTORS -PROVIDE THERMAL POOL COVER IN CONJUNCTION WITH POOL HEATING SYSTEM -REINSPECTION FEE OF $72.52 ASSESSED FOR EXCESSIVE FAILED INSPECTIONS FOR THE SAME CORRECTIONS. FEE MUST BE PAID PRIOR TO FURTHER INSPECTIONS. 10/2/2016 9:50 PM J M N SERVICES INC DBA ARCH BLUE Contact Name: J M N SERVICES INC DBA ARCH BLUE DISAPPROVE eTRAKiT Inspection Site Address: 51200 EVANGELINE WY FINAL" JFU 10/3/2016 10/3/2016 D Request Phone:7603271533 e -Mail: deb@archblue.com OUTSTANDING FEES MUST BE PAID PRIOR TO FURTHER INSPECTION. SEE PREVIOUS INSPECTION RESULTS. Printed: Tuesday, April 11, 2023 10:26:58 AM 6 of 7 WsYsrEMS FINAL" JFU 10/5/2016 1 10/5/2016 APPROVED eTRAKiT Inspection Request 10/4/2016 11:43 AM J M N SERVICES INC DBA ARCH BLUE Contact Name: J M N SERVICES INC DBA ARCH BLUE Site Address: 51200 EVANGELINE WY Phone:7603271533 e -Mail: deb@archblue.com Printed: Tuesday, April 11, 2023 10:26:58 AM 7 of 7 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED Orchards DOC 12/2/2015 EtrakitContractor STAMPED ENGINEERING 1 Engineering.pdf BPOL2015-0260 - DOC 12/7/2015 JAKE FUSON APPROVED POOL PLAN APPROVED POOL 1 PLAN.pdf Printed: Tuesday, April 11, 2023 10:26:58 AM 7 of 7 WsYsrEMS SCHEDULE - I RADIUS SCHEDULE PRE -CAST COPING BOND BEAM STL. onw 4" 3 3 FOR NON -EXPANSIVE SOIL CONC. DECKING WATER SURFACE an a 4 #3@ BOND 6" EXPANSIVE BEAM F m #3@ 6"O. C. VERT X¢ sol` w STL. //// 0 3" CLR. o 33? #3®12'04C.CLR. .I 6" ,p P HORIZ. STL. , FF "9pTHROUGHOUT Ito Rpt - 00 yF ?0" oG • 16" MI LAP 33? MAX. j 8'° WALL 7HK. MIN. VEft110 IN FEET N F EwumN onw 4" 4" 0 4" 4» 1 Fr. 4" 4» 2FT. 4» 4„ 3FT. 5" 5" 4FT. 6" 6" 5FT. 6° 6" 6FT' 6„ 8,. 7FT. 6>, g,. 8FT. 4' MIN. W/DECK FfG, 12" 4 #3 FOR EXPANSIVE SOIL 6' MIN. W/O DECK FTG. 7 TQ i/4" 3+ WATER SURFACE 1/216 .o _ _}_. �- --� 61 u- J #3�1 �"O.CI v&T 51I L W cb � I TH�OUCpHOUT I Li - - - - - STOP E..1rTTR�STiEL _ OR AS REQ'D -I BY ZTfY- EXTR #3 12 0. . w ' VERT STEE�I AS 0 I I N NOTE: THIS SECTION- - t- 1 J. - CAN BE USED FOR I I �' DEEP END RAMPS- - - -� -a. POOL DEPTH R 3'-6" D=5'to 7' 4'-0" 3'-0" MIN 5'-O" 1'-6" 5'-6" 2'-0" 6'-0" 2'-6" 6'-6" 3'-0" 7'-0" 3'-6" 7'-6" 4'-0" 8'-O" 4'-6" 8'-6" 5'-0" UP TO 5' IN DEPTH o USE 4 #4 BAR BOND - - A 1 o #3@ 12" O.C. B.W. BE AND EXTEND �� q OV I LAp I a IN POOL BOTTOM, BARS 3' EA. SIDE- - - - � CENTER ALL STL. OF RAMP IN GUNITE -• -' WALL THICKNESS �. = _- • -• - �n Igrann= r � TO CHANGE - 18" MIN. 8 #3@ 6" O.C. POOL SIDE UNIFORMLY 18" MIN. POOL DEPTH 5'0" OR MORE TRANSITION TRANSITION DEEP END RAMP STD. REINFORCEMENT & DIMENSION /1 FINISH =�OA"t OR CONC. DECK �in� ianr= r 4 MILL VISQUEEN 6" CONIC, BLK, W/#3 3. @ 48"O.C. VERT. STL, SOLID GROUT MASTIC #3 �i a HORIZ.i� WATER ALL CELLS�--TILE 4 #3@ BOND BEAM 'I �I PLASTER nu a RAISED BOND BEAM ELECTRICAL PULL BOX 10" - ABOVE WATER PFR NF1' SPF('C 10' MIN. LENGTH 4" MIS 51 #3@ 6" O.C. BOTH WAYS — AROUND NICHE SECTION AT LIGHT BOX REINF. GUNITE BOTH WAYS 4" 1 MASTIC MASONARY COPING EXPANSIVE JOINT MORTAR to PLASTER #3@ BOND BM. BOND BEAM STANDARD COPING & TILE GRADE 'D 6»BCITY WASTEfile -11111 "P" TRAP DETAIl�1 BOND BM. W/ GROUT POURING DECK CONC. MASTIC SLAB 15 LB, FELT I TILE OR 4 MILL VISQUEENIIi_:::.. PLASTER iru le BOND BEAM CANT. CONC. DECKING 0 DECK OR CAP Vill 2 #3 BARS BEND BOND 4" MIN BM. STL. ar�annn AROUND NICHE ELEVATION 12 4" MIN1�� 2 #3 BARS PLAN SKIMMER NICHE DETAIL AMAIN SUMP DRAIN AT LOW POINT DUAL INLETS PER PLUMBING CODE. TYPICAL LONGITUDINAL SECTION ADD #3 12" O.C. LONGITUDINAL @ TRANSITION WHEN REQ'D BY BLDG. DEPT. Nu TES� 1, POOL SHALL BE COMPLETELY ENCLOSED BY APPROVED FENCE, FENCE SHALL BE MIN, 5'-0" HIGH ABOVE THE FIN. GR, WATER SURFACE GROUND, GATES SHALL BE SELF CLOSING AND SELF GFI AS REQUIRED LATCHING, WITH LATCH 4'-6" MIN. ABOVE THE GROUND, PRIOR TO FILLING THE SWIMMING AS PER LOCAL ORDINANCES. arrrur_ ,l/1=n11_ia�_�p --] POOL WITH WATER, AN APPROVED =11/l= 2. POOL SHALL NOT BE FILLED WITH WATER UNTIL THE BARRIER (LE. UL APPROVED ALARM FENCE ENCLOSURE HAS BEEN CONSTRUCTED AND b X SYSTEM OR FENCE) MUST BE NEW FILL I < APPROVED. INSTALLED, X 3, PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT " 1 ¢ APPROVAL. CHECK CLEARANCE OF SERVICE DROPS WITH 4 #3© 4. POOL EQUIPMENT IS NOT PERMITTED IN FRONT YARD � 5 ELECTRIC COMPANY w BOND BEAM ��JD I OR A REQUIRED SIDE YARD ADJACENT TO MAIN #3@ 12"O. C. HORIZ. �P i d. BUILDING. STL. THROUGHOUT 5. POOL SHALL BE PROVIDED WITH APPROVED FILTER AND s #3@ 12"O:C• \ 16" BOTTOM ICAL POOL DRAIN, O VERT STL: LApf- 6, ELECTRICAL AND PLUMBING PERMITS TO BE TAKEN OUT AT THE SAME TIME AS POOL BUILDING PERMIT. BOND ALL METALS 2' MIN. NAT. GR. ! .3" CLR. "' WITHIN 5' OF WATERS Ifl1�111r1ii�11r�1611r-= z rll=igi- °1inr°1nuf11=°0=� nu= -�1 TRANS, -5 7• CEMENT SHALL CONFORM TO CBC/IBC STD, 26-1, A. S. T.M. EDGE. C 150.623 175.66. z 8. GUNITE SHALL NOT BE LESS THAN 1 TO 4 11/2, 28 ALL PEDESTRIAN GATES TO BE SELF ��� DAY 2000 P.S.I. COMP. CLOSING AND SELF -LATCHING, DESIGNED I I TO KEEP DOOR SECURELY CLOSED AT �NO OPENINGS MORE THAN 4". (� �j 9. STEEL SHALL CONFORM TO A.S. T.M. A 615 GR. 40, ALL TIMES WHEN NOT IN ACTUAL USE. NOTE: ALL FENCING TO BE MIN. 5' IN LAPPED 40 DIA, GATE TO SWING AWAY FROM POOL, 10, POOL SHALL BE MIN, 5'-0" FROM BUILDINGS, TREES, HEIGHT. SHALLOW END OR PROPERTY LINES, IF POOL D FEN. IS LESS THAN 10' FROM ALL SETBACKS TO BE A MIN. OF 5' FROM ANY WOOD FENCE ON PROPERTY LINE, A FILL ADJACENT TO POOL n 11. SOIL SHALL HAVE BEARING 1000 #1 FT. UNDISTURBED WATERS EDGE UNLESS OTHERWISE 5' MSRY. SOUND WALL MAY BE EARTH, NO GROUND WATER, APPROVED BY THE BUILDING OFFICIAL. REQUIRED. ( CHECK WITH BUILDING OFFICIAL) AND ACCESSABLE ONLY BY OWNER OR AGENT 2 #3 .BOND BM. 3@ 12" O.C. WATEf VERT STL. & STRAIGHT WALL 3 m 24 ,LvL. 12' N _ 00 �111t .ol. Z 12» N ole( O.C. 4" TYP. BOTTOMo SECTION W/ #3@ 12" O.C. B.W.. SEE TYP. POOL SECTION TYPICAL INFINITE EDGE SECTION n PLANTER 12. GUNITE TO BE PLACED AGAINST UNDISTURBED EARTH EXCEPT FILL &RAMP. AS OF JAN 1, 2014 THE 2013 EDITIONS OF THE CALIFORNIA BUILDING, FIRE, ELECTRICAL, 13. PLUMBING & ELECTRICAL INSTALLATION TO CONFORM PLUMBING, MECHANICAL, ENERGY AND EXISTING BUILDING CODES WILL BE EFFECTIVE, REF, TO LOCAL CODES. SECTION 3109 OF SAID CODE FOR SIMMING POOL ENCLOSURES AND SAFETY DEVICES. 14, KEEP CONCRETE CONSTANTLY DAMP FOR 14 DAYS, AS OF JAN 1, 2014 THE 2013 EDITION OF THE CALIFORNIA ENERGY CODE WILL BE EFFECTIVE, 15, MINIMUM CLEARANCE BETWEEN EARTH AND STEEL TO REF. SECTION 110.4 -MANDATORY REQUIREMENTS FOR POOL AND SPA SYSTEMS AND EQUIPMENT. SURFACE BE 2". (AREAS OF HIGH SULFATE IN THE SOIL IT SHALL BE EXAMPLE "COVERS SHALL BE INSTALLED FOR OUTDOOR POOLS WITH HEATERS." 3" MIN, AND BE TYPE 5 CEMENT CONCRETE, 4000 PSI) TYPICAL BOND X 3@ 12" O.C. POOL SIDE BEAM W/4 #3 ING # BOND BEAM STL. SEE SCHEDULE 21 POOL DEPTH 5'0" OR LESS CONIC, #3@ 6" O.C. POOL SIDE WATER SURFACE DECKING POOL DEPTH 5'0" OR MORE - ma X �r,_nt_ N XPANSIVE N I '.', SOIL 3" CLR. POOL ONE STORY HOUSE w a (I OR GARAGE FOUND- ATION, 1000 LB./FT. SF �G / OR FENCE. PLACE ADDIT, N SC S \ VERT.STL. IN WALL w 4Fa p, IN ACCORDANCE WITH N �'lF / SCHEDULE 2. o � 1 "MIN. / EXPANSIVE I' LAP SOIL 3°' CLR, SCHEDULE 2 BUILDING SURCHARGE 6 2 =mrnl=i=-11,1, WATER SURFACE #3 HORIZ STL.@ 12" o.c. EQUIPOTENTIAL BONDING GRID _ I: BLANK MEANS NO � 1. GRID STRUCTURE. THE EQUIPOTENTIAL BONDING GRID SPECIAL THICKNESS OR N #3@ 12" O.C. 1g' VERT STL. & 3 N SHALL COVER THE CONTOUR OF THE POOL AND THE POOL REINF. REQUIRED STRAIGHT WALL 6„ DECK EXTENDING 3 FT, HORIZONTALLY FROM THE INSIDE OF mii THE WALLS OF THE POOL, THE EQUIPOTENTIAL BONDING GRID 4° MI SPA I WATER SURFACE IN ALL BE UNIFORMLY NGED IN SPACED IPERPENDICULAR NETWORK GRID PATO ERNCWITH 00 TOLERANCE OF 4 2. SECURING, THE BELOW -GRADE GRID SHALL BE SECURED 1/2" Extruded #3 VERT STL. 45 \` I POOL WITHIN OR UNDER THE POOL AND DECK MEDIA. Polystyrene @ 12" O.C. Min. Seperation nn�r I 3. WHERE THE REINFORCING STEEL IS USED IT SHALL BE WATER SURFACE 4" MI BONDED TOGETHER WITH A SOLID COPPER CONDUCTOR " TYP NOT SMALLER THAN 8 AWG BARE SOLID COPPER WIRE AT SURCHARGE ADDIT. VERT. STL. X D=3'to 5' D=5'to 7' D=7' to 8'6" 3'-0" MIN #3 ®72"O.C. #3 ®72"O.C• #3 ®6"O.C. 4'-O" MIN. #3 ®12"o.c. #3 012"o.c. 5'-0" MIN. #3 @12"O.C. 6'-0" MIN. ROCK 4 .BOTTOM SECTION W/ �' ALL POIINTS OF CROSSING. CONNECTIONS SHALL BE MADE #3@ 12" O.C. B.W. �. AS REQUIRED BY 680.26(D) 6" MIN. N SEE TYP. POOL w 2" CLR. SECTION WHERE ANY REINFORCING STEEL IS EPDXY-TIED TO WALLS = f #4 REBAR 5/8" DRILL BIT 4 1/4" EMBED 3" EDGE DISTANCE, 0 12" MIN, SPA ADJACENT TO POOL THE HEAHOL TO BE LOCATIONS, HOLE DIAMETNCE ER AND DEPTH, HOLE 3 IBC TYPICAL SPA SECTION AND THE PRINTED INSTALLATION PER ESR -2508,. THE sgyGS , CARTRIDGE TO BE CHECKED AS TO EXPIRATION DATE. THIS `��G� �'' INSPECTION CAN BE BY THE LOCAL BULDING INSPECTOR. o PLANTER AND MAY REQUIRE AN ADDITIONAL INSPECTION FEE. 1 "MIN. / ONE STORY HOUSE LAP OR GARAGE FOUND - 4' -0" MIN. — ATION, OR ROCK MASONARY VENEER 11 i1�11-1111- =l1/ / 1000# L.F. MAX. ill �ll DECK 111=1111_ 1/2" MIN. APPROVED DEEPENED FOOTING WEEP HOLES SEALANT DECK 0 =111�Iq=l1p=111 L=111/_IIU 1111=11L 111 ni��nu= ALTERNATE TO POOL N BARRIER PUTIf IN CONC. BOTTOM U11=1B-1/p_II8=11L=111_ 1-1!_tp ___1_ =JILT_ if(1=(tIc1111_ 1111=l/l CONC. FT'G NOTE: REMAINDER OF JOINT MOISTURE BARRIER EXPANSION JOINTS IN CELOTEX OR OTHER PROVIDE PLAN & CALCS. REQ'D IN DECK AT EXP, MATERIAL RAISED PLANTER FOR RET. WALL. 10'-O" O.C. EXPANSIVE SOIL ONLY n EXPANSIVE JOINT MOTE: THIS PLAN IS FOR THE LOWER DESERT AREA ONLY IN THE CITY OF INDIO AND ALL AREAS TO THE SOUTH SEE NOTE REGARDING STEEL CLEARANCE TO SOIL. POOL GENERAL SPECIFICATIONS SIZE X AREA ❑ DEPTH TO SHAPE LINER POOL CAPACITY GALS, PUMP MOTER H.P. FILTER SQ. FT, VACUUM LINE & SKIMMER " RETURN LINE " MAIN DRAIN " SKIMMER MODEL BACKWASH LINE OF 1/2" FILL 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 ❑YES ONO DECK BY: NOTES DRAWN BY: JESSE McGUIRE DATE 8/7/91 CK'D BY: JOHN H. HACKER DATE 1/1/15 NOT TO SCALE DEEP END SHALLOW END UNLESS OTHERWISE SPECIFIED: POOL SPA GENERAL SPECIFICATIONS SPA TYPE: MDL DIMENSION: DEPTH: COLOR TOTAL GALLONS SPA JETS TILE HEATER: PUMP &MOTOR AIR BLOWER GAS LINE: PLUMBING FOR SPA: ELECTRICAL: CLOCK: EXCAVATION DECKING MISCELLANEOUS: �nl no f'rN lro A SWIMMING POOL CONSTRUCTION IS__ SHALLOW TO.. DEEP I HAVE RELIEVED A COPY OF 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 HEATER: PUMP &MOTOR AIR BLOWER GAS LINE: PLUMBING FOR SPA: ELECTRICAL: CLOCK: EXCAVATION DECKING MISCELLANEOUS: �nl no f'rN lro A SWIMMING POOL CONSTRUCTION 4 PS 6 3 SCHEDULE - I RADIUS SCHEDULE PRE -CAST COPING BOND BEAM STL. onw 4" 3 3 FOR NON -EXPANSIVE SOIL CONC. DECKING WATER SURFACE an a 4 #3@ BOND 6" EXPANSIVE BEAM F m #3@ 6"O. C. VERT X¢ sol` w STL. //// 0 3" CLR. o 33? #3®12'04C.CLR. .I 6" ,p P HORIZ. STL. , FF "9pTHROUGHOUT Ito Rpt - 00 yF ?0" oG • 16" MI LAP 33? MAX. j 8'° WALL 7HK. MIN. VEft110 IN FEET N F EwumN onw 4" 4" 0 4" 4» 1 Fr. 4" 4» 2FT. 4» 4„ 3FT. 5" 5" 4FT. 6" 6" 5FT. 6° 6" 6FT' 6„ 8,. 7FT. 6>, g,. 8FT. 4' MIN. W/DECK FfG, 12" 4 #3 FOR EXPANSIVE SOIL 6' MIN. W/O DECK FTG. 7 TQ i/4" 3+ WATER SURFACE 1/216 .o _ _}_. �- --� 61 u- J #3�1 �"O.CI v&T 51I L W cb � I TH�OUCpHOUT I Li - - - - - STOP E..1rTTR�STiEL _ OR AS REQ'D -I BY ZTfY- EXTR #3 12 0. . w ' VERT STEE�I AS 0 I I N NOTE: THIS SECTION- - t- 1 J. - CAN BE USED FOR I I �' DEEP END RAMPS- - - -� -a. POOL DEPTH R 3'-6" D=5'to 7' 4'-0" 3'-0" MIN 5'-O" 1'-6" 5'-6" 2'-0" 6'-0" 2'-6" 6'-6" 3'-0" 7'-0" 3'-6" 7'-6" 4'-0" 8'-O" 4'-6" 8'-6" 5'-0" UP TO 5' IN DEPTH o USE 4 #4 BAR BOND - - A 1 o #3@ 12" O.C. B.W. BE AND EXTEND �� q OV I LAp I a IN POOL BOTTOM, BARS 3' EA. SIDE- - - - � CENTER ALL STL. OF RAMP IN GUNITE -• -' WALL THICKNESS �. = _- • -• - �n Igrann= r � TO CHANGE - 18" MIN. 8 #3@ 6" O.C. POOL SIDE UNIFORMLY 18" MIN. POOL DEPTH 5'0" OR MORE TRANSITION TRANSITION DEEP END RAMP STD. REINFORCEMENT & DIMENSION /1 FINISH =�OA"t OR CONC. DECK �in� ianr= r 4 MILL VISQUEEN 6" CONIC, BLK, W/#3 3. @ 48"O.C. VERT. STL, SOLID GROUT MASTIC #3 �i a HORIZ.i� WATER ALL CELLS�--TILE 4 #3@ BOND BEAM 'I �I PLASTER nu a RAISED BOND BEAM ELECTRICAL PULL BOX 10" - ABOVE WATER PFR NF1' SPF('C 10' MIN. LENGTH 4" MIS 51 #3@ 6" O.C. BOTH WAYS — AROUND NICHE SECTION AT LIGHT BOX REINF. GUNITE BOTH WAYS 4" 1 MASTIC MASONARY COPING EXPANSIVE JOINT MORTAR to PLASTER #3@ BOND BM. BOND BEAM STANDARD COPING & TILE GRADE 'D 6»BCITY WASTEfile -11111 "P" TRAP DETAIl�1 BOND BM. W/ GROUT POURING DECK CONC. MASTIC SLAB 15 LB, FELT I TILE OR 4 MILL VISQUEENIIi_:::.. PLASTER iru le BOND BEAM CANT. CONC. DECKING 0 DECK OR CAP Vill 2 #3 BARS BEND BOND 4" MIN BM. STL. ar�annn AROUND NICHE ELEVATION 12 4" MIN1�� 2 #3 BARS PLAN SKIMMER NICHE DETAIL AMAIN SUMP DRAIN AT LOW POINT DUAL INLETS PER PLUMBING CODE. TYPICAL LONGITUDINAL SECTION ADD #3 12" O.C. LONGITUDINAL @ TRANSITION WHEN REQ'D BY BLDG. DEPT. Nu TES� 1, POOL SHALL BE COMPLETELY ENCLOSED BY APPROVED FENCE, FENCE SHALL BE MIN, 5'-0" HIGH ABOVE THE FIN. GR, WATER SURFACE GROUND, GATES SHALL BE SELF CLOSING AND SELF GFI AS REQUIRED LATCHING, WITH LATCH 4'-6" MIN. ABOVE THE GROUND, PRIOR TO FILLING THE SWIMMING AS PER LOCAL ORDINANCES. arrrur_ ,l/1=n11_ia�_�p --] POOL WITH WATER, AN APPROVED =11/l= 2. POOL SHALL NOT BE FILLED WITH WATER UNTIL THE BARRIER (LE. UL APPROVED ALARM FENCE ENCLOSURE HAS BEEN CONSTRUCTED AND b X SYSTEM OR FENCE) MUST BE NEW FILL I < APPROVED. INSTALLED, X 3, PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT " 1 ¢ APPROVAL. CHECK CLEARANCE OF SERVICE DROPS WITH 4 #3© 4. POOL EQUIPMENT IS NOT PERMITTED IN FRONT YARD � 5 ELECTRIC COMPANY w BOND BEAM ��JD I OR A REQUIRED SIDE YARD ADJACENT TO MAIN #3@ 12"O. C. HORIZ. �P i d. BUILDING. STL. THROUGHOUT 5. POOL SHALL BE PROVIDED WITH APPROVED FILTER AND s #3@ 12"O:C• \ 16" BOTTOM ICAL POOL DRAIN, O VERT STL: LApf- 6, ELECTRICAL AND PLUMBING PERMITS TO BE TAKEN OUT AT THE SAME TIME AS POOL BUILDING PERMIT. BOND ALL METALS 2' MIN. NAT. GR. ! .3" CLR. "' WITHIN 5' OF WATERS Ifl1�111r1ii�11r�1611r-= z rll=igi- °1inr°1nuf11=°0=� nu= -�1 TRANS, -5 7• CEMENT SHALL CONFORM TO CBC/IBC STD, 26-1, A. S. T.M. EDGE. C 150.623 175.66. z 8. GUNITE SHALL NOT BE LESS THAN 1 TO 4 11/2, 28 ALL PEDESTRIAN GATES TO BE SELF ��� DAY 2000 P.S.I. COMP. CLOSING AND SELF -LATCHING, DESIGNED I I TO KEEP DOOR SECURELY CLOSED AT �NO OPENINGS MORE THAN 4". (� �j 9. STEEL SHALL CONFORM TO A.S. T.M. A 615 GR. 40, ALL TIMES WHEN NOT IN ACTUAL USE. NOTE: ALL FENCING TO BE MIN. 5' IN LAPPED 40 DIA, GATE TO SWING AWAY FROM POOL, 10, POOL SHALL BE MIN, 5'-0" FROM BUILDINGS, TREES, HEIGHT. SHALLOW END OR PROPERTY LINES, IF POOL D FEN. IS LESS THAN 10' FROM ALL SETBACKS TO BE A MIN. OF 5' FROM ANY WOOD FENCE ON PROPERTY LINE, A FILL ADJACENT TO POOL n 11. SOIL SHALL HAVE BEARING 1000 #1 FT. UNDISTURBED WATERS EDGE UNLESS OTHERWISE 5' MSRY. SOUND WALL MAY BE EARTH, NO GROUND WATER, APPROVED BY THE BUILDING OFFICIAL. REQUIRED. ( CHECK WITH BUILDING OFFICIAL) AND ACCESSABLE ONLY BY OWNER OR AGENT 2 #3 .BOND BM. 3@ 12" O.C. WATEf VERT STL. & STRAIGHT WALL 3 m 24 ,LvL. 12' N _ 00 �111t .ol. Z 12» N ole( O.C. 4" TYP. BOTTOMo SECTION W/ #3@ 12" O.C. B.W.. SEE TYP. POOL SECTION TYPICAL INFINITE EDGE SECTION n PLANTER 12. GUNITE TO BE PLACED AGAINST UNDISTURBED EARTH EXCEPT FILL &RAMP. AS OF JAN 1, 2014 THE 2013 EDITIONS OF THE CALIFORNIA BUILDING, FIRE, ELECTRICAL, 13. PLUMBING & ELECTRICAL INSTALLATION TO CONFORM PLUMBING, MECHANICAL, ENERGY AND EXISTING BUILDING CODES WILL BE EFFECTIVE, REF, TO LOCAL CODES. SECTION 3109 OF SAID CODE FOR SIMMING POOL ENCLOSURES AND SAFETY DEVICES. 14, KEEP CONCRETE CONSTANTLY DAMP FOR 14 DAYS, AS OF JAN 1, 2014 THE 2013 EDITION OF THE CALIFORNIA ENERGY CODE WILL BE EFFECTIVE, 15, MINIMUM CLEARANCE BETWEEN EARTH AND STEEL TO REF. SECTION 110.4 -MANDATORY REQUIREMENTS FOR POOL AND SPA SYSTEMS AND EQUIPMENT. SURFACE BE 2". (AREAS OF HIGH SULFATE IN THE SOIL IT SHALL BE EXAMPLE "COVERS SHALL BE INSTALLED FOR OUTDOOR POOLS WITH HEATERS." 3" MIN, AND BE TYPE 5 CEMENT CONCRETE, 4000 PSI) TYPICAL BOND X 3@ 12" O.C. POOL SIDE BEAM W/4 #3 ING # BOND BEAM STL. SEE SCHEDULE 21 POOL DEPTH 5'0" OR LESS CONIC, #3@ 6" O.C. POOL SIDE WATER SURFACE DECKING POOL DEPTH 5'0" OR MORE - ma X �r,_nt_ N XPANSIVE N I '.', SOIL 3" CLR. POOL ONE STORY HOUSE w a (I OR GARAGE FOUND- ATION, 1000 LB./FT. SF �G / OR FENCE. PLACE ADDIT, N SC S \ VERT.STL. IN WALL w 4Fa p, IN ACCORDANCE WITH N �'lF / SCHEDULE 2. o � 1 "MIN. / EXPANSIVE I' LAP SOIL 3°' CLR, SCHEDULE 2 BUILDING SURCHARGE 6 2 =mrnl=i=-11,1, WATER SURFACE #3 HORIZ STL.@ 12" o.c. EQUIPOTENTIAL BONDING GRID _ I: BLANK MEANS NO � 1. GRID STRUCTURE. THE EQUIPOTENTIAL BONDING GRID SPECIAL THICKNESS OR N #3@ 12" O.C. 1g' VERT STL. & 3 N SHALL COVER THE CONTOUR OF THE POOL AND THE POOL REINF. REQUIRED STRAIGHT WALL 6„ DECK EXTENDING 3 FT, HORIZONTALLY FROM THE INSIDE OF mii THE WALLS OF THE POOL, THE EQUIPOTENTIAL BONDING GRID 4° MI SPA I WATER SURFACE IN ALL BE UNIFORMLY NGED IN SPACED IPERPENDICULAR NETWORK GRID PATO ERNCWITH 00 TOLERANCE OF 4 2. SECURING, THE BELOW -GRADE GRID SHALL BE SECURED 1/2" Extruded #3 VERT STL. 45 \` I POOL WITHIN OR UNDER THE POOL AND DECK MEDIA. Polystyrene @ 12" O.C. Min. Seperation nn�r I 3. WHERE THE REINFORCING STEEL IS USED IT SHALL BE WATER SURFACE 4" MI BONDED TOGETHER WITH A SOLID COPPER CONDUCTOR " TYP NOT SMALLER THAN 8 AWG BARE SOLID COPPER WIRE AT SURCHARGE ADDIT. VERT. STL. X D=3'to 5' D=5'to 7' D=7' to 8'6" 3'-0" MIN #3 ®72"O.C. #3 ®72"O.C• #3 ®6"O.C. 4'-O" MIN. #3 ®12"o.c. #3 012"o.c. 5'-0" MIN. #3 @12"O.C. 6'-0" MIN. ROCK 4 .BOTTOM SECTION W/ �' ALL POIINTS OF CROSSING. CONNECTIONS SHALL BE MADE #3@ 12" O.C. B.W. �. AS REQUIRED BY 680.26(D) 6" MIN. N SEE TYP. POOL w 2" CLR. SECTION WHERE ANY REINFORCING STEEL IS EPDXY-TIED TO WALLS = f #4 REBAR 5/8" DRILL BIT 4 1/4" EMBED 3" EDGE DISTANCE, 0 12" MIN, SPA ADJACENT TO POOL THE HEAHOL TO BE LOCATIONS, HOLE DIAMETNCE ER AND DEPTH, HOLE 3 IBC TYPICAL SPA SECTION AND THE PRINTED INSTALLATION PER ESR -2508,. THE sgyGS , CARTRIDGE TO BE CHECKED AS TO EXPIRATION DATE. THIS `��G� �'' INSPECTION CAN BE BY THE LOCAL BULDING INSPECTOR. o PLANTER AND MAY REQUIRE AN ADDITIONAL INSPECTION FEE. 1 "MIN. / ONE STORY HOUSE LAP OR GARAGE FOUND - 4' -0" MIN. — ATION, OR ROCK MASONARY VENEER 11 i1�11-1111- =l1/ / 1000# L.F. MAX. ill �ll DECK 111=1111_ 1/2" MIN. APPROVED DEEPENED FOOTING WEEP HOLES SEALANT DECK 0 =111�Iq=l1p=111 L=111/_IIU 1111=11L 111 ni��nu= ALTERNATE TO POOL N BARRIER PUTIf IN CONC. BOTTOM U11=1B-1/p_II8=11L=111_ 1-1!_tp ___1_ =JILT_ if(1=(tIc1111_ 1111=l/l CONC. FT'G NOTE: REMAINDER OF JOINT MOISTURE BARRIER EXPANSION JOINTS IN CELOTEX OR OTHER PROVIDE PLAN & CALCS. REQ'D IN DECK AT EXP, MATERIAL RAISED PLANTER FOR RET. WALL. 10'-O" O.C. EXPANSIVE SOIL ONLY n EXPANSIVE JOINT MOTE: THIS PLAN IS FOR THE LOWER DESERT AREA ONLY IN THE CITY OF INDIO AND ALL AREAS TO THE SOUTH SEE NOTE REGARDING STEEL CLEARANCE TO SOIL. POOL GENERAL SPECIFICATIONS SIZE X AREA ❑ DEPTH TO SHAPE LINER POOL CAPACITY GALS, PUMP MOTER H.P. FILTER SQ. FT, VACUUM LINE & SKIMMER " RETURN LINE " MAIN DRAIN " SKIMMER MODEL BACKWASH LINE OF 1/2" FILL 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 ❑YES ONO DECK BY: NOTES DRAWN BY: JESSE McGUIRE DATE 8/7/91 CK'D BY: JOHN H. HACKER DATE 1/1/15 NOT TO SCALE DEEP END SHALLOW END UNLESS OTHERWISE SPECIFIED: POOL SPA GENERAL SPECIFICATIONS SPA TYPE: MDL DIMENSION: DEPTH: COLOR TOTAL GALLONS SPA JETS TILE HEATER: PUMP &MOTOR AIR BLOWER GAS LINE: PLUMBING FOR SPA: ELECTRICAL: CLOCK: EXCAVATION DECKING MISCELLANEOUS: �nl no f'rN lro A SWIMMING POOL CONSTRUCTION IS__ SHALLOW TO.. DEEP I HAVE RELIEVED A COPY OF 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 HEATER: PUMP &MOTOR AIR BLOWER GAS LINE: PLUMBING FOR SPA: ELECTRICAL: CLOCK: EXCAVATION DECKING MISCELLANEOUS: �nl no f'rN lro A SWIMMING POOL CONSTRUCTION