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BPOL2022-0147Description: JACKSONHOMES / POOL AND SPA AT FRONT YARD Type: POOL CONSTRUCTION Subtype: PRIVATE Status: ISSUED Applied: 4/13/2022 EPRS (WEB) Approved: 5/12/2022 JAN Parcel No: 773114009 Site Address: 51655 AVENIDA DIAZ LA QUINTA,CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 24 Lot: 2 Issued: 5/22/2022 TSA UNIT 2 Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $30,000.00 Occupancy Type: Construction Type: Expired: 3/19/2023 BBL No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: MCMANUS / POOL AND SPA AT FRONT YARD. 74LF OF 6' GARDEN WALL AT NORTHEAST AND SOUTH P/L [CITY STANDARDS]. TWO DROWNING SAFETY FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 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. 10 29 �& t#_)f Applied to Approved Approved to Issued Printed: Monday, April 03, 2023 8:37:26 AM 1 of 8 WsYsrEMS CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PERMIT RECORD LINKED TO THE INCORRECT ADDRESS GEORECORD, ADDRESS WAS UPDATED MANUALLY VS LOCATION TRANSFER AJ ORTEGA 3/13/2023 3/13/2023 LINKING IT TO THE CORRECT ADDRESS GEORECORD, UPDATED FROM 52620 AVENIDA RAMIREZ TO 51655 AVENIDA DIAZ PER APPROVED PLAN. CONDITIONS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT juan soto 81351 ave 46 spc # 37 indio CA 92201 innovationpoolspas@g mail.com Printed: Monday, April 03, 2023 8:37:26 AM 1 of 8 WsYsrEMS Printed: Monday, April 03, 2023 8:37:26 AM 2 of 8 WsYsrEMS FINANCIAL INFORMATION CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE EMAIL CONTRACTOR JS INNOVATION POOL AND SPAS INC 81351 AVE 46 SPC #37 INDIO CA 92201 RECEIPT # CHECK # INNOVATIONPOOLSPA S@GMAIL.COM OWNER JACKSONHOMES 4990 VIA CAMPECHE RIVERSIDE CA 92507 Jacksonhomeslicl@gm ail.com Printed: Monday, April 03, 2023 8:37:26 AM 2 of 8 WsYsrEMS FINANCIAL INFORMATION CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $2.00 $2.00 5/22/22 WEB11851 6372200184 CREDIT juan soto EPRS Total Paid for BUILDING STANDARDS ADMINISTRATION $2.00 $2.00 BSA: DETACHED SPA/WATER 637290184 101-0000-42404 0 $208.41 $208.41 5/22/22 WEB11851 CREDIT juan soto EPRS FEATURE/OTHER 20 SWIMMING POOL/SPA/WATER 101-0000-42404 0 $208.41 $208.41 5/22/22 WEB11851 637290184 CREDIT juan soto EPRS 20 FEATURE SWIMMING POOL/SPA/WATER 101-0000-42600 0 $113.38 $113.38 5/22/22 WEB11851 637290184 CREDIT juan soto EPRS 20 FEATURE PC Total Paid for POOL / SPA 2021: $530.20 $530.20 RECORDS 101-0000-424160 $11.00 $11.00 5/22/22 WEB11851 637290184 CREDIT Juan Soto EPRS MANAGEMENT FEE 20 Total Paid for RECORDS MANAGEMENT FEE: $11.00 $11.00 TECHNOLOGY 502-0000-436110 $5.00 $5.00 5/22/22 WEB11851 637290184 CREDIT juan Soto EPRS ENHANCEMENT FEE 20 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:4: Printed: Monday, April 03, 2023 8:37:26 AM 2 of 8 WsYsrEMS SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS DATE DATE 6/7/2022 10:52 AM juan soto Contact Name: juan soto Site Address: 51655 AVENIDA DIAZ Phone:7602758957 e -Mail: innovationpoolspas@gmail.com PRE-GUNITE BBL 6/8/2022 6/8/2022 APPROVED eTRAKiT Inspection Request Pre-Gunite is approved, OK to continue.Plumbing is under test and approved at pool only.Electrical conduit is approved at pool only.Bonding and attachments were noted at time of inspection and approved. 6/7/2022 10:52 AM juan soto Contact Name: juan soto Site Address: 51655 AVENIDA DIAZ FOOTINGS BBL 6/8/2022 6/8/2022 NOT READY eTRAKiT Inspection phone: 7602758957 Request a -Mail: innovationpoolspas@gmail.com At time of inspection excavation for walls has not started, no inspections or approvals. 6/7/2022 10:52 AM juan soto Contact Name: juan soto Site Address: 51655 AVENIDA DIAZ eTRAKiT Inspection Phone: 7602758957 BOND BEAM BBL 6/8/2022 6/8/2022 NOT READY Request a -Mail: innovationpoolspas@gmail.com No wall construction has been started at time of inspection, no approvals or inspections. UNDERGROUND PLBG BBL 6/8/2022 6/8/2022 APPROVED Plumbing is under test and approved at pool only. Printed: Monday, April 03, 2023 8:37:26 AM 3 of 8 RWsYsrEMS Printed: Monday, April 03, 2023 8:37:26 AM 4 of 8 WsYsrEMS Electrical conduit is approved at pool only. UNDERGROUND ELEC BBL 6/8/2022 6/8/2022 APPROVED Bonding and attachments were noted at time of inspection and approved. Underground electrical to equipment does UNDERGROUND ELEC BBL 6/27/2022 6/27/2022 DISAPPROVE not appear to be 18 inches below grade. D Along area between properties. Please contact Bob Bland (760) 777-7002 to discuss. 6/24/2022 11:07 AM juan soto Contact Name: juan soto Site Address: 51655 AVENIDA DIAZ Phone:7602758957 e -Mail: innovationpoolspas@gmail.com UNDERGROUND GAS BBL 6/27/2022 6/27/2022 DISAPPROVE eTRAKiT Inspection D Request Minimum buried depth of plastic gas pipe is 18 inches. Based on measurements at the site, it does not appear to be 18 inches below grade. Along area between properties. Please contact Bob Bland (760) 777-7002 to discuss. 6/24/2022 11:08 AM juan soto Contact Name: juan soto Site Address: 51655 AVENIDA DIAZ Phone:7602758957 DECK BOND BBL 6/27/2022 6/27/2022 DISAPPROVE eTRAKiT Inspection a -Mail: innovationpoolspas@gmail.com D Request Ensure deck bond wire extends 3 feet horizontally beyond the inside wall of the pool.Bond wire is not completely attached at this time, open splices. Printed: Monday, April 03, 2023 8:37:26 AM 4 of 8 WsYsrEMS Printed: Monday, April 03, 2023 8:37:26 AM 5 of 8 WsYsrEMS 6/24/2022 11:08 AM juan soto Contact Name: juan soto eTRAKiT Inspection Site Address: 51655 AVENIDA DIAZ UNDERGROUND PLBG BBL 6/27/2022 6/27/2022 APPROVED Request Phone:7602758957 e -Mail: innovationpoolspas@gmail.com Under test and approved. UNDERGROUND ELEC BBL 6/29/2022 6/29/2022 CANCELED 6/30/2022 5:38 PM JS INNOVATION POOL AND SPAS INC Contact Name: JS INNOVATION POOL AND SPAS INC Site Address: 51655 AVENIDA DIAZ eTRAKiT Inspection Phone: 7608639981 DECK BOND BBL 7/5/2022 7/5/2022 APPROVED Request a -Mail: INNOVATIONPOOLSPAS@GMAIL.COM Deck bond is approved. As explained and discussed on site with contractor, steel within the pool proximity for the new retaining walls will also have to be bonded. 6/30/2022 5:37 PM JS INNOVATION POOL AND SPAS INC Contact Name: JS INNOVATION POOL AND SPAS INC eTRAKiT Inspection Site Address: 51655 AVENIDA DIAZ UNDERGROUND GAS BBL 7/5/2022 7/5/2022 APPROVED Request Phone:7608639981 e -Mail: INNOVATIONPOOLSPAS@GMAIL.COM Underground gas is approved from pool heater location to gas meter. Printed: Monday, April 03, 2023 8:37:26 AM 5 of 8 WsYsrEMS Printed: Monday, April 03, 2023 8:37:26 AM 6 of 8 WsYsrEMS 6/30/2022 5:37 PM JS INNOVATION POOL AND SPAS INC Contact Name: JS INNOVATION POOL AND SPAS INC PARTIALLY eTRAKiT Inspection Site Address: 51655 AVENIDA DIAZ UNDERGROUND ELEC BBL 7/5/2022 7/5/2022 APPROVED Request Phone:7608639981 e -Mail: INNOVATIONPOOLSPAS@GMAIL.COM Underground electrical conduit from pool to equipment to meter location approved. 9/13/2022 4:02 PM JS INNOVATION POOL AND SPAS INC Contact Name: JS INNOVATION POOL AND SPAS INC Site Address: 51655 AVENIDA DIAZ Phone:7608639981 e -Mail: PRE -PLASTER BBL 9/15/2022 9/15/2022 DISAPPROVE eTRAKiT Inspection INNOVATIONPOOLSPAS@GMAIL.COM D Request All gates that have access to the pool must open outward, 60 inches tall, gate latch at 60 inches, self closing, south latching, maximum of 2 inches from the bottom of the gate to grade.All doors that have access to the pool must have a door pool safety alarm on each door. Printed: Monday, April 03, 2023 8:37:26 AM 6 of 8 WsYsrEMS PRE -PLASTER BBL 9/20/2022 1 9/20/2022 1 APPROVED eTRAKiT Inspection Request 9/19/2022 11:48 AM JS INNOVATION POOL AND SPAS INC Contact Name: JS INNOVATION POOL AND SPAS INC Site Address: 51655 AVENIDA DIAZ Phone:7608639981 e -Mail: INNOVATIONPOOLSPAS@GMAIL.COM Pre -plaster is approved. BOND INFORMATION REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 15T BLDG NS (1 JULIO ANAYA 4/13/2022 4/14/2022 4/29/2022 REVISIONS REQUIRED DAY) DOC 4/13/2022 Etrakit Public 2ND BLDG NS — JULIO ANAYA 5/10/2022 5/11/2022 5/12/2022 APPROVED Registration (FOR REFERENCE ONLY) ETRAKIT (1 DAY) DOC 5/9/2022 Etrakit Public 2nd SUBMITTAL SITE diaz plan.pdf BOND INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 4/13/2022 Etrakit Public POOL AND SPA DESIGN D00016 (1).pdf 1 Registration DOC 4/13/2022 Etrakit Public POOL ENGINEERING HPSCANNER0152.pdf 1 Registration (FOR REFERENCE ONLY) DOC 5/9/2022 Etrakit Public 2nd SUBMITTAL SITE diaz plan.pdf 1 Registration PLAN BPOL2022-0147 - 1ST DOC 4/29/2022 JULIO ANAYA 1ST REVIEW REDLINE REVIEW REDLINE SITE 1 SITE PLAN PLAN.pdf Printed: Monday, April 03, 2023 8:37:26 AM 7 of 8 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 5/12/2022 JULIO ANAYA SITE PLAN (APPROVED) BPOL2022-0147 - SITE 1 PLAN (APPROVED).pdf Printed: Monday, April 03, 2023 8:37:26 AM 8 of 8 WsYsrEMS 4 A$*? 260 AA4P' cfrxcr Par& Cri —+r &E: Fie 6i i_._._._.......... -..... pocil� s rix 42 kd&"rz?fi,- �►- ►- Juvl7u - Self L�-kir BPOL2022-0147 Cl TY OF LA QU N TA BU LEI N GCI VI 9 CN REVI EYED FOR CODE COIWfLI AV CE By: J.ANA' ME: 05/12/2022 i ----- �j ------ ------_-- - 6 0 iD t i ftmcg MCMANUS / POOL AND SPA AT FRONT YARD. 74LF OF 6' GARDEN WALL AT NORTHEAST AND SOUTH P/L [CITY STANDARDS]. TWO DROWNING SAFETY FEATURES AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 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. VEAVA *AZ _'..------- rr# purr& 1 -TE ; L Law VOW29c LEO Lowd#� - mad Ie0lrAlCf&Y of A - em FACE OF CURVE 12' MIN. TO WALL FOUNDATION Exi57hnq +s' woo ;`ence Exis-i•in9 +s' wood Fence f ----------------------- ------------- i Mah 2W AAV Flectr�cd Pa J i PC LO YA 30^LP 1' elecfrJcd ccnAO -Far ! SE ,f0 6a9e " fo Pcd Eqr.� i i i i T16►r�er Spa Ar Poar f Ari E.aaaf�:- .Sei�rrrccaly Anchcr-eo,` Perrfair Magfe T&T 2-AVk k4: Ka' Lf~ 2jo/Y 6a5 Lrae` Wdh AO;4WCG Yellow Tracer Pool/.Spa W krC*C" Box M< -V496 kderma& Door- A"'77 4 +s' Sel-c- Glos'rg9 Self Latching oa+e POOL BAR IER REQUIRED The enclosure shall be constructed of substantial material, as allowed !amu ter. ------------------ -I- - -- - - - -- I - --------- --- ----- - ---- - ---- following characteristics:a.Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower than 60 inches (1524 mm) above the ground.b.A minimum height of 60 inches (1524 mm).c.A maximum vertical clearance from the ground to the bottom of the enclosure of 2 Z inches (51 mm).d.Gaps or voids, if ar);WEAffLWJWage of a sphere equal to or greater than 4 inches (102 mm) in diameter.e.An outside surface free of protrusions, cavities or other physical characteristics that would serve as handholds or footholds that could enable a child below the age of five years to climb over. R h �8 Fa7 win Ararad of -f paw A wafers edge Exis-hn9 +6 wood Pence EQUIPMENT -ED ON THE SIDE SHALL HAVE A MIN 5' SCK LED Low vomva LED Low Vogf e xr Band I czrrfnd /46' —+r W&E: Fie 6i + 1(Jcd "-+!5' Wood 0i, --------------------------- Man _._._._.-.--.-.-.-. _,Man 260 A i cfr-L-d i M i w rix 42 ►d&rrrz?fi,- M�►- A &ale Lbc�r A&r"U-� - 6 0i uj t�, �- L. tai fia AVEAVA *AZ ------------�j ------ ----------- A�Grne� LED Law VOW29c LED Lowd#� - Barad IeOIrAlCf&Y of A - em 0- w w p J O 0 a. SCHEDULE "A" WALL VERT. VERT. THICKNESS STEEL DEPTH 5'-0" SPACING IN FEET 6 #3 0' 6'-6" AT 12" 7'-0" 6 #3 1 6" T w AT 12" - v 6 #3 2' o AT 12" - 6 #3 3' #3'S AT 4" O.C. AT 12" _ 6 #3 4' #4@6" AT 12" SEEI2ECI G NOTES- 8 #3 5, 6' AT 6" LU `n 8 #3 6. VARIES Al 6" WALL THICKNESS TO BE 10" #3 7 FORN�LY AT 4" II" #3 TIES AT TOP 8, A#4" -j 12" SCHEDULE- I z o RADIUS SCHEDULE 343 BARS GUNITE SURFACE ~ SLOPE 1/8" TO /4" PER I'-0" 5' TO 7' 7' TO 8'-6" TYPICAL BOND BEAM STEEL + WATER SURFACE I 0" 5'-0" V-6` 5'-6" 2'-0' 6--0" 2'-6" 6'-6" 3'-0" 7'-0" 3'-6" 7'-6" 4'-0" 6" T w #3 VERT. BARS PER SCHED. "A" - v 5'-0" 3" CLR. ---- #3 HORIZ. BARS AT 12" O.C. o RESULTS TO BLDG. INSP.. - HROUGROUT - #3'S AT 6" O.C. - #3'S AT 4" O.C. 8' _ #3 VERT. AT 6" O.C. OR AS REQ'D BY CITY 9 #4@6" 1 SEEI2ECI G NOTES- STOP EXTRA STEEL m - 6' OUTSIDE FACE LU `n COMPACTED SOIL 12" VARIES 12" WALL THICKNESS TO BE u w X -BARS FORN�LY NEW FILL I TyP SOIL POOL DEPTH =DEPTH 3' TO 5' 5' TO 7' 7' TO 8'-6" 4'-0" I 0" 5'-0" V-6` 5'-6" 2'-0' 6--0" 2'-6" 6'-6" 3'-0" 7'-0" 3'-6" 7'-6" 4'-0" 8'-0" 4'-6" 8'-b" 5'-0" -LHANGEDIJN! - - J #3 AT 12" O.C. - BOTH WAYS - IN POOL BOTTOM, FOR POOL DEPTH 5 -FT. OR CENTER ALL STEEL -GREATER,ABD*3VERT.BARsPER- - IN GUNITE SCHEDULE "A" AT LEFT 10 TYP. POOL REINFORCEMENT 18° MIN. 11(JP IT In.I 1000# PRE -CAST COPING MAX. CONCAPPROVED MASTIC . DECKING EXIST. HOUSE GENERAL NOTES WALL EXPANSION JOINT SEALANT OR BLK. i. THIS STANDARD STRUCTURAL PLAN MUST BE ACCOMPANIED BY A CLEAR PLOT PLAN SHOWING CONC. DECKING X CONC. DECK FOOTING POOL AND/OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINES, SLOPES, RETENTION FIN. GRADE SEE SCHEDULE 2 TYP. BOND BEAM W/ 343 BARS BASINS, STRUCTURES, FENCES AND WALLS. PLOT PLAN MUST SHOW SURFACE DRAINAGE - WATER SURFACE ;%/\//\//\//\// " //\%/�i AWAY FROM POOL. CLR. p F- - ' ' - Y. ° ,//\ 2. REPRESENTATIVES OF THE FLYING BUTTRESS HAVE NOT INSPECTED THE SITE AND ARE ,)-*a TYP. BOND z w \\//\\//\ \ \\/\\/\\ 112" X 3" FELT \/\/ / /\ a - #3 VERT. BARS AT 6" O.C. Q w/�//\/ %/�/f�� j�//� / // // // //. RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE SSyq�<0 BEAM (FOR DEEP END RAMP ONLY} o N z \ \ \ 's OL PLAN FOR THE ACTUAL SITE. COMPACTED \ / FOR TYPICAL WALL THICKNESS 3. THIS APPLI IS AILGENITY ERIC POOL PLANF THIS A DESRD OGNED FOR POOL CONSTRUCTION IN POROUS, WELL -DRAINED, �F #3 HORIZ. BARS AT 12" O.C. Jm \/\/' 450 SOIL SEE DETAIL I Q COMPACTED YQ Q c EXPANSION JOINT NON -EXPANSIVE, COMPACTED OR NATIVE SOIL. IT IS THE RESPONSIBILITY OF THE HOMEOWNER THROUGHOUT = Q w S9 N SOIL �Mp $ # w ��,' 3A OR POOL CONTRACTOR TO VERIFY SOILS CONDITIONS PRIOR TO CONSTRUCTION. p ONE STORY HOUSE, �c� r w ALL DECKING ADJACENT TO WALLS \\j\ I- OR GARAGE FOUNDATION, IIIA- OR PERMANENT STRUCTURES 4. THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM 5" CL = OR 6 -FT. HIGH BLOCK WALL �� = SHALL BE SEPARATED BY A 1/2" DISSIMILAR SOIL CONDITIONS UNDER THE POOL, SUCH AS CUT -FILL TRANSITIONS. //\\ \/\ FFpF \�• ! RPO\ISS U � 1000 LB/FT MAX. LOAD tick\ 3" CLR. N MIN. JOINT OF NON -EXPANSIVE, 5. SHOULD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAN, IT is \\\ \// AOR �Y \• S�ESCN w </2 w NON -POROUS FELT OR SIMILAR MATERIAL, THE RESP0NS181LITY OF THE CONTRACTOR OR THE HOMEOWNER TO OBTAIN APPLICABLE PLACE ADD'L VERT. STEEL F\ \ SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. \\ \\ 33o a IN WALL IN ACCORDANCE WITH SCHEDULE 2 SCHEDULE -2 6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN \i\ \ .0 ow k m 3 w. U #3 AT 6" O.C. VERT. ► BARS IN RADIUS 33° MAX. a SHALLOW OR DEEP END RAMP aI VERTICAL STEEL REWD FOR SURCHARGE LOAD Jlr =DEPTH 3' TO 5' 5' TO 7' 7' TO 8'-6" 3'-0" MIN. #3 AT 4" O.C. #3 AT 3" O.C. #4 AT 3" O.C. 4'-0" MIN. -- #3 AT 3" O.C. #4 AT 3" O.C. 5'-0" MIN. #3 AT 4" O.C. #4 AT 4" O.C. 6'-0" MIN. #3 AT 4" O.C. #4 AT 4" O.C. A SOILS REPORT. 7, THE STANDARD POOL PLAN IS NOT INTENDED TO BE APPLICABLE TO NON-STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, GAS PIPING, FENCING, AND CONCRETE DECKING. 8. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE FOLLOWING CONDITIONS APPLY PER CBC FIGURE 1808A.7.1 FOR STRUCTURES LOCATED CLOSE TO THE TOP OF SLOPE. BUILDING SURCHARGE D' EQUALS Pool 3 BLANK MEANS NO SPECIAL THICKNESS OR _ DEPTH OR H/2. L 'X' REINF. REQUIRED. _ (GREATER DIST. CONTROLS) USE F'C = 3000 PSI TEST COMP. STRENGTH AT USE F'c = 3000 PSI TEST COMP. STRENGTH AT SII L� SPECIAL ENGINEERING REQ _111 -'ll. - RAISED WALL. 2 7, 14, AND 28 -DAYS. 24" 4' AT INFINITY WALL AND TROUGH WALL. #3'S AT 6" O.C. 7, 14, AND 28 -DAYS. 6' 24" SPECIAL DEPUTY INSP. REQ'DI 2, 12" 4, SUBMIT SUBMIT COMP. STRENGTH #3'S AT 6" O.C. #3@6" 60" SQ. SPECIAL DEPUTY INSP. REDID] _ SUBMIT COMP. STRENGTH #3'S AT 6" O.C. #3'S AT 6" O.C. #3'S AT 4" O.C. #3@6" RESULTS TO BLDG. INSP.. 6, #3'S AT 6" O.C. #3'S AT 6" O.C. RESULTS TO BLDG. INSP.. #3'S AT 4" O.C. 8' #3@4" #3 VERT. AT 6" O.C. 12" 9 #4@6" 1 13" 101- #4@4" z 6' OUTSIDE FACE 3" CLR. 12" VARIES 12" NOTE: POOL X -BARS 31 NEW FILL I TyP - SOIL #3 TIES AT TOP ATA4'E0.CD'L 4" -j w OR SPA INSIDE FACE 3 SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING 3"CLR. AND BOTTOM _ #3 HORIZ. BARS AT 12" O.C. J VERIFY DIRECTION OF 4' 2- SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION VERT. STEEL �� OF POOL WALL 7' `" DAM WALL BEVEL WITH 0 D 3° CLR. E ,°.y N TYP. POOL BOTTOM WATER FEATURE 7 CLR. �`r�� 2' MIN 8 - - - - �- ® p - STEEL SPECIFICATIONS DESIGNER'S NOTES AT 12" O.C. AS SHOWN_ #3 AT 12" O.C. EXTRA AND DETAILS. Z TOP OF SLOPE _ 3" CLR i • " i. REINFORCING BARS: ASTM A-615, GRADE 40, FY= 40 KSI. TYP. POOL BOTTOM 2. ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 BAR = 18" LAP MIN.). -111= w 0 ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN #3 HORIZ. AT 12 " O.C. (TYP.) 3" CLR �I �1 3" Ct_R ° °-• >-.z a i�_ I < #3 VERT. AT Lj LUH/6 * OR I- 4" O.C. (TYP.) #31S AT 7 -FT. MINIMUM DIST.- I - T E OF o 12" O.C. HORIZ. „X" TO DAYLIGHT AT s oPE _ #3 VERT. AT 4" O.C. (TYP.) T /. #3 VERT. AT 6" O.C. (TYP.) DESCENDING SLOPE -I I- 0 VERTICAL STEEL: X -BARS INSIDE FACE �• E 3' 4' S' WIDTH OF KEY + " w / #3 HORIZ. AT 12" O.C. D 2 3' 24" 4' 3, #3'S AT 6" O.C. 24" 6' 24" 6" 2, 6" 4, #3'S AT 6" O.C. #3'S AT 6" O.C. #3@6" 60" SQ. 6" _ 5' #3'S AT 6" O.C. #3'S AT 6" O.C. #3'S AT 4" O.C. #3@6" / 6, #3'S AT 6" O.C. #3'S AT 6" O.C. #3'S AT 4" O.C. #3'S AT 4" O.C. a- uU w p J 0 0 BLANK MEANS SPECIAL ENGINEERING REDID. w Q / #3's AT 12" :\\ a (TYP.) O.C. E.W. //i I'a #3'S VERT. AT \ N ABOVE P 024 ` #3's AT 12" O.C. MIN. WALL VERT. 3' 24" 4' 24" 5' 24" 6' 24" Q / #3's AT 12" :\\ a (TYP.) O.C. E.W. //i I'a #3'S VERT. AT \ N ABOVE P 024 ` #3's AT 12" O.C. MIN. WALL VERT. THICKNESS DEPTH STL. SPCG. IN FEET 6" 0' 6" I' 6" 2, 6" 3' 6" 4' #3@6" 60" SQ. 6" 5, #3@6" 8" 6, #3@6" / 10" 7, #3@4" 10" 8' #3@4" 12" 9 #4@6" 1 13" 101- #4@4" z PRE -CAST COPING FOR RAISED PLANTER '%/ VERT. CONC. DECKING Q ,I * DOES NOT APPLY IF 'Q' H/3 1 SLOP TO DRAIN p z T ' _a_-- • m j/SAA/�A o 4'-0" DEPTH IN FEET FIN. GRADE WATER SURFACE 4� _ SCHEDULE- 3 \�vA!v v !vA!vA ���AA " #3 VERT. BARS AT 12" O.C. IS GREATER THAN 20' =� ii 1111111- IF `X" IS LESS THAN T-0", THEN POOL WALL MUST BE CAPABLE OF SUPPORTING THE WATER IN THE POOL WITHOUT SOIL SUPPORT PER SEC. I$08A.7.3. USE DETAIL #4 -ELEVATED POOL WALL. 0' - - #3 HORIZ. BARS AT 12" O.C. 3-#3 TYP. '%/ D2 3 -0" Q w °'SURFACE WATER 4'-0" 4" 4" 5' 0' - ' 3 #3 TYP. / - - #3 HORIZ. BARS AT 12" O.C. BOND BEAM ;\% 5" 48" DIAM. b198# 60" SQ. 12" #3 AT 4" O.C. K BOND BEAM 6" THROUGHOUT / 5. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL —VERT. STEEL— x w 2' - - ^� ° #3 VERT. BARS AT 12" O.C. z 6' —1 x /'T`'Tj'7j'Y / jrj 3" CLR. LCOMPACTED 6° MIN. - -- w = 31 NEW FILL I TyP - SOIL THK. ATA4'E0.CD'L 4" -j w O`L' � SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING 3"CLR. — _ #3 HORIZ. BARS AT 12" O.C. J w 4' 2- SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION VERT. STEEL �� THROUGHOUT 7' `" _— ,: 0 RPDSUS �OU`�S CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, COEFF. OF FRICTION, PASSIVE POOL DEPTH 'H' DI D2 3 -0" 3" 3" 4'-0" 4" 4" 5' 0' 4" 4' 6'-0" 7 5" SOIL CONDITIONS I. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. 2. EQUIVALENT FLUID PRESSURE = 35 PCF MAXIMUM. 0 WALL EXERT A SURCHARGE LOAD ON 3. RAISED PLANTERS LOCATED ADJACENT TO THE POOL THE POOL STRUCTURE THAT EXCEEDS 35 PCF. SPECIAL ENGINEERING IS REQUIRED FOR THESE CONDITIONS. 4. WHEN GROUNDWATER IS ENCOUNTERED DURING EXCAVATION OR WHEN THE POOL DEPTH EXCEEDS THE LOCAL WATER TABLE, A HYDROSTATIC RELIEF VALVE IS REQUIRED IN THE ry"' "P" PAD SIZE "W" "D" STEEL "X" BARS 24" DIAM. 777# 36" SQ. 12" #3 AT 6" O.C. 36" DIAM. 2609# 48" SQ, DEEPEST LOCATION OF THE POOL. STOP FIRST ADD'L 48" DIAM. b198# 60" SQ. 12" #3 AT 4" O.C. NAT. GRADE'S 330 5. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE POOL —VERT. STEEL— #3 BAR ° STRUCTURE AND PROVIDE 2.0% MINIMUM SURFACE RUNOFF. OBTAIN A 6' —1 x /'T`'Tj'7j'Y / jrj N -- *6. *6. THE FLYING BUTTRESS RECOMMENDS THAT THE HOMEOWNER OR POOL CONTRACTOR ATA4'E0.CD'L 4" O`L' SITE SPECIFIC SOILS REPORT TO VERIFY APPLICABILITY OF THIS STANDARD PLAN. SOILS TESTING -STOP SECOND ADD' — -AT -BAR -AT 6" Q.C. SHOULD INCLUDE EXPANSION INDEX, SOLUBLE SULFATE ION CONCENTRATION, CHLORIDE ION VERT. STEEL �� PER TABLE AT LEFT 7' _— ,: CONCENTRATION AND RESISTIVITY, MINIMUM BEARING VALUES, COEFF. OF FRICTION, PASSIVE FROM ,°.y N TYP. POOL BOTTOM LATERAL PRESSURE, AND EQUIVALENT FLUID PRESSURE. PLACE FIRST ADD'L #3 BAR �`r�� .EEP3_CLEAR EARTH -SIDE FACE OF WALL. 8 - - - - �- ® p - STEEL SPECIFICATIONS AT 12" O.C. AS SHOWN_ #3 AT 12" O.C. EXTRA ® ° _ VERT. STL IN RADIUS i • " i. REINFORCING BARS: ASTM A-615, GRADE 40, FY= 40 KSI. TYP. POOL BOTTOM 2. ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES (#3 BAR = 18" LAP MIN.). ALL REINFORCING AS SHOWN ON THE DRAWINGS SHALL BE SUPPORTED TO MAINTAIN EACH WAY (TYP.) �Qw ""�- BOTTOM /, ,/ / /./ /% wl- ' FILL ADJACENT TO POOL - DEEP END TRANSITION 3° MINIMUM CLEARANCE BETWEEN STEEL AND EARTH. 3" CLR Q c 4. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2-I/2". U LU ` 18" MIN. VARIES 6 RAISED BOND BEAM TRANSITION GUNITE SPECIFICATIONS (PNEUMATICALLY PLACED CONCRETE) I. MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS: F'C = 2500 PSI. SEE DETAILS #4 AND #5 FOR F'C = 3000 PSI REQUIREMENTS. SPECIAL INSPECTION BY DEPUTY INSPECTOR AND 4 ELEVATED POOL WALL 5 INFINITY EDGE COMPRESSIVE STRENGTH TESTS AT 7 -DAYS, 14 -DAYS, AND 28 -DAYS ARE REQUIRED. 2. GUNITE MUST BE IN CONFORMANCE WITH CBC CHAPTER 19 AND CHAPTER 19A. 3. CEMENT SHALL CONFORM TO ASTM C-150. 4 IN AREAS WITH MORE THAN 0.2% SULFATE CONTENT, USE TYPE V PORTLAND CEMENT, 3'-0" TO WET 3'-0" TO WET SURFACE OF POOL WALL SURFACE OF POOL WALL CONC. DECKING APPROVED SEAL 8 LEVEL BOND CONSTRUCTION CODES F'C = 4500 PSI, AND A 15 MIL VAPOR BARRIER UNDER POOL AND DECK, OR AS DIRECTED BY LOCAL BUILDING CODES. BUILDING AND SAFETY: 5. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS. EXPANSION JOINT CBC 2019, SEC. 3109 AND CHAPTER 31B 6. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF FIN. GRADE STONE, PAVERS, PRE -CAST COPING 15 LB. FELT OR BEAM WITH INTERNATIONAL SWIMMING POOL AND SPA CODE (ISPSC 2018) SILICA PLASTER PER NATIONAL SPA AND POOL INSTITUTE STANDARDS. WATER SURFACE OR SOIL 4 MIL. VISQUEEN GROUT BEFORE 9" MIN. THICKNESS CONCRETE (GUNITE OR SHOTCRETE): ACI 318-14 7. GROUNDING PER N.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED 12" (SLIPSHEET) POURING DECK USE DOUBLE CURTAIN SHOTCRETE FOR THE CRAFTSMAN - ACI CCS -4 (08) PRIOR TO PLACEMENT OF GUNITE. + DECK OR CAP 12" #3 VERT. BARS 6" MIN. DECK AT 12" O.C. DECK 2-#3 BOND BM. FOR WALL GTR. THAN 9" SHOTCRETE SPECIFICATION -ACI 506.2-13 AND ACI 506R -I6 8. GUNITE SHALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT 3-#3 BARS AT / 2-#3 BOND BM. EACH FACE OR CA SPA STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS: ISPSC 2018, CHAPTER 8 APPROVED 90% COMPACTED FILL. o / ® 3" CLR. a - 4" CONC. WATER SURFACE STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS: ISPSC 2018, CHAPTER 9 9. REMOVE ALL REBOUND MATERIAL AND HAUL AWAY. DO NOT USE REBOUND IN STEPS AND BOND BEAM \/ TYP. xx PLASTER: o #3 VERT. BARS AT 12" O.C. o \\\/\\\//\\\// // \\// `-cQ�® j " SLAB o Uj Q ;\ /\`° 3 HORIZ. o STANDARD FCRIONAL PUBLIC SPAS: COUNCIL (NPC), TECHNICAL SPSC MANUAL,019, CH CHAPTER BENCHES, OR USE As FILL MATERIALI #3 HORIZ. BARS AT n o \\ \%\i \jj\j \j/\\ TILE /\\\\\j\j / `e \ g" BARS @ 12" O.C. S DECKING RECOMMENDATIONS / / / / MASTIC IN. O Q v° 3 IS" SPA 0 /\ 3" ---- 12" O.C. THROUGHOUT /\\ \/\ \\ BONDING` \, �\ �\\ �q SURFACE 3" N v N #3 AT 6" O.C. 3 STANDARD FOR PUBLIC SWIMMING POOLS: ISPSC 2018, CHAPTER 4 Lu 6" a / \/\ 3-#3 BARS //i /j 1 3" CLR. I. DECKING CONSTRUCTION I5 SHOWN AS RECOMMENDED MINIMUM CONSTRUCTION AND i\\ \/\\\ AT BOND BEAM #3 BARS �i\\ \ ° N TILE VERT. STEEL AT m AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE Q NEW' FILL // \ /// • / \ \ `\/\\ STRAIGHT WALL DOES NOT DEMONSTRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. PLASTER AT 12 O.C. \ \ \ TL3 BARS #3 VERT. BAN (2 I, ANSI 2019 6 N (2 CURTAINS) POOL THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION. NAT. GRADE. I 3 g EACH WAY \/\\/\\ AT 12" O.C. \ /Lw�\� - 4�Q'� o " - 3 CURRENT INDUSTRY PRACTICES PER THE ASSOCIATION OF POOL & SPA PROFESSIONALS 2. THE POOL DECK AND YARD AREA SURROUNDING THE POOL SHALL SLOPE AWAY FROM THE MIN. #8 AWG SOLID C 6" X 6" / IO GA. y r: , �' v �y_ _y Oy (APSP) (703) 838-0083 (WWW.APSP.ORG) POOL STRUCTURE AND PROVIDE 2.0% SURFACE RUNOFF. MADE WATERTIGHT WITH AN APPROVED \ \ \ \ • ' COPPER BOND CONDUCTOR � r 18" MIN. ATTACHED TO #8 AWG BARE W W.F. j�-PLASTER / ANY APPLICABLE LOCAL ORDINANCES 3. EXPANSION JOINTS IN DECKS A COPINGALL BE #3 HORIZ. BARS " 6" TYP. FLOOR o - TRANSITION SOLID COPPER WIRE AT MIN. (4) POINTS. CONDUCTOR SHALL CLR. 10 #3 AT 12" O.C. n PERMANENT RESILIENT SEALANT. 12" FOLLOW THE CONTOUR OF THE PERIMETER SURFACE. SECTION WITH H a a HEALTH AND SAFETY NOTES 4. ALL DECKING ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE SEPARATED WITH (TYP.) AT i2" O.C. EACH WAY � COPING, STONE, PAVERS, OR SOIL TYPICAL CANTILEVER DECK RAISED SPA I. POOLS WITH DIVING BOARDS SHALL MEET THE NSPI DIVING POOL GEOMETRIC STANDARDS, A 112" MIN. NON -EXPANSIVE, NON -POROUS FELT OR SIMILAR MATERIAL. 9 IO II SEE TYP. PdOL �j '�-" AND OR LOCAL CODES. (CBC 2019, SEC. 31B-1 THRU SEC. 3113-3, AND SEC. 3113B, AND 5. LEVEL TOP OF BOND BEAM WITH ACRYLIC GROUT AND PLACE IS# BUILDING FELT OR 4 MIL. NOTE: PROVIDE (2) ANTI -VORTEX SECTION ISPsc 2018, CHAPTER 8.) FILL ADJACENT TO POOL BONDING GRID REQUIREMENTS FOR PAVED AND UNPAVED SURFACES: DRAINS. ONE LOCATED IN SPA FLOOR 2. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT APPROVAL AND PROVISIONS FOR VISQUEEN ON TOP. DECKING MATERIAL MUST BE ISOLATED FROM COPING OR BOND BEAM. 8 POOL SHELL AND PERIMETER PAVED AND UNPAVED SURFACES SHALL BE BONDED IN ACCORDANCE AND ONE LOCATED ON SIDE OF SPA SEAT ASSISTIVE DEVICES FOR THE DISABLED. HOMEOWNER SHALLOW END WITH CEC 680.26(8). BONDING TO PERIMETER SURFACES SHALL BE PROVIDED AS SPECIFIED 3" ABOVE SPA FLOOR, PER IAPMO POOL 3. SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. I. KEEP GUNITE DAMP CONTINUOUSLY FOR 14 DAYS AFTER INSTALLATION. IN CEC 680.26(B)(2)(A) OR (2)(B) AND SHALL BE ATTACHED TO THE POOL REINFORCING STEEL AND SPA CODE. SPA ADJACENT TO POOL 4. POOL FENCING SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. 2. DO NOT TURN POOL OR SPA LIGHT ON WHEN POOL IS EMPTY. OR COPPER CONDUCTOR GRID AT A MINIMUM OF FOUR (4) POINTS UNIFORMLY SPACED AROUND 12 5. PRIOR TO FILLING, THE POOL AND/OR SPA SHALL BE COMPLETELY ENCLOSED BY A 5 -FT. 3. DO NOT USE A BLACK RUBBER HOSE WHEN FILLING POOL (IT STAINS THE PLASTER). TIE A THE PERIMETER OF THE POOL. HIGH FENCE AND GATES WITH NO OPENINGS GREATER THAN 4". GATES TO BE RAG ON THE END OF THE HOSE TO DISTRIBUTE THE FLOW EVENLY ON THE NEW PLASTER. SELF-CLOSING, AND SELF -LATCHING WITH LATCH A MIN. OF 5 -FT. HIGH, WHERE THIS 4. TREES AND LUSH LANDSCAPING LOCATED CLOSE TO THE POOL MAY EVENTUALLY PRODUCE "P" BOULDER WT. VARIES FROM LOCAL CODES, THE LOCAL CODES SHALL PREVAIL. (CBC 2019, SEC. 3119B ROOTS THAT CAN PUSH AGAINST THE POOL WALL OR CAUSE THE DECKING TO LIFT. THE 6" (MAX. LD - WT PCF) CRC 2019, APPENDIX G 105). BOND BEAM MAY CRACK AND THE TILE MAY POP OFF AS A RESULT. INSTALLATION OF A 6. POOLS SHALL BE EQUIPPED WITH A FILTERING SYSTEM AND TWO MAIN DRAINS. ROOT GUARD WILL HELP PREVENT THIS FROM OCCURRING. 12" ; � 7. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. NOTE: BY THE USE OF THIS PLAN THE USER ACKNOWLEDGES THAT HE/SHE HAS READ AND MIN. 6' "� N 10'-0" MIN. '0 8. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. #3 BARS AT 6" 92" J Q WATER LEVEL ACCORDANCE WITH LOCAL REGULATIONS. 2-#3 / BEND BOND O.C. EA. WAY �"!'�•`'� - I m 9. ANY METAL WITHIN 5 -FT. OF POOL EDGE MUST BE GROUNDED PER THE N.E.C. INSTRUMENTS OF SERVICE: THIS DRAWING IS AN INSTRUMENT OF SERVICE AND REMAINS THE BEAM STEEL PAD SIZE "W" r a i O Q 6" MIN. FLOOR THICKNESS PROPERTY OF THE FLYING BUTTRESS. IT IS NOT TO BE REPRODUCED OR ALTERED IN ANY WAY, BARS // w x R 2'-6" MAX. NOR DISCLOSED OR ASSIGNED TO ANY THIRD PARTY WITHOUT THE EXPRESS WRITTEN AROUND -8" MIN. THICKNESS w o TOP OR h 5 \ / /\ \ NICHE STEEL REINF. R=I' -O" MIN. ©<o�a,Gxrzazz \ a 6" MIN. "X" BARS o TOE OF0 / PERMISSION OF THE FLYING BUTTRESS P3'-o', NEC APPROVED SECTION 3" CLR. o SLOPE CLR ADD #3 BARS AT 12" O.C. LONGITUDINAL CONDUIT N LAP 24" 0 :0 5, 2" GAP NON -SLIP THIS PLAN IS INTENDED FOR USE IN THE FOLLOWING OITIES ONLY: AT TRANSITION WATERPROOF S w SLIPSHEET STONE OR TILE PALM DESERT, PALM SPRINGS, CATHEDRAL CITY, RANCHO MIRAGE, THOUSAND PALMS, 6" MIN. x 18" LAP \ � FLR. N U� 6" I2" REINFORCE GUNITE WITH #3 BARS DECK -----\IN WATER SURFACE LA QUINTA*, DESERT HOT SPRINGS, INDIAN WELLS, BERMUDA DUNES, YUCCA VALLEY, AND IND 0* "ID"," �'�=; - �- -� �- PROVIDE (2) ANTI -VORTEX DRAINS @ 12" O.C. BOTH WAYS RECESSED \ ,. ,. / - -I 3 CLR. WITH NSPI-APPROVED SUCTION COVERS. #3 AT 6" O.C. LIGHT -� FOR POOL Z' TO 5' DEEP TABLE LOCATE DRAINS EQUAL DISTANCE - OSTATIC VALVE AND BOTH WAYS 6" MIN AROUND NICHE 18" MIN. LAP (TYP.) 6" MIN. O 2-#3 BARS RECESSED LIGHT ELEVATION - 7 -rj-- - NICHE PLAN I I I SKIMMER NICHE DETAIL 13 SECTION AT LIGHT AT LIGHT Box_ 14� BOULDER SIZE "P" PAD SIZE "W" "D" STEEL "X" BARS 24" DIAM. 777# 36" SQ. 12" #3 AT 6" O.C. 36" DIAM. 2609# 48" SQ, E2" #3 AT 6" O.C. 48" DIAM. b198# 60" SQ. 12" #3 AT 4" O.C. FnR Pnni S' -F," -In A' F)FFP TARI E 2 BOULDER SIZE "P" :AND SIZE "W" "D" STEEL "X" BARS 24" DIAM. 777# 36" SQ. 14" #3 AT 3" O.C. 36" DIAM. 2609# 48" SQ. 14" #4 AT 6" O.C. 48" DIAM. 6198# 60" SQ. 14" #4 AT 4" O.C. BOULDER • BOND - APART FROM OUTLET PIPE. NOTE: INSTALL HYDR ROCK PACK AT LOW POINT WHERE REQUIRED a.\ SUCTION OUTLETS SHALL BE DESIGNED AND / / - INSTALLED IN ACCORDANCE WITH ANSI /APSP-7 BY HIGH WATER TABLE. / AND CBC 3109.4.4.8. #3 BARS AT 12" O.C>�/j° ;(rrP.) `®' `'• POOL OR SPA ALL ORGANIC MATTER (ROOTS, GRASS, TRASH) HORiZJ VERT. MUST BE REMOVED PRIOR TO PLACING ~/ //\//\ POOL WALL LOCATE MAIN DRAINS AT LOW POINT. CONCRETE. THE SUBGRADE MUST PROVIDE LAP STEEL 18" MIN. MAIN DRAIN PIPES SHALL NOT A UNIFORM LOAD-BEARING SURFACE. ENCROACH INTO GUNITE SHELL. \ \" TYPICAL LONGITUDINAL SECTION LONGITUDINAL SECTION 17 ZERO EDGE TROUGH POOL AND SPA STEEL. REINFORCING PLAN 4� " POOL CONTRACTOR: HOMEOWNER: L,-� EXP. 6-30-2022 ADDRESS: SS Ip,4 �c i.0-uzx ,t CI P PLAN VALID ONLY WITH DATE: BLACK WET STAMP AND ENGINEER'S SIGNATURE PERMIT NO.: TEL. NO.: I IN BLUE INK ON PLAN * VERIFY SOIL CHARACTERISTICS PER "SOIL CONDITIONS" NOTE #6. ca An of darvo 2022