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BPOL2018-022178-495 CALLS TAMPICO DVOICE (760) 777-7125 FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 12/12/2018 Permit Type/Subtype: POOL/PRIVATE Owner: Application Number: BPOL2018-0221 GREGORY & KRISTIN CHAPMAN Property Address: 80129 VIA PESSARO 80129 VIA PESSARO APN: 777210026 LA QUINTA, CA 0 Application Description: CHAPMAN / POOL, SPA AND FIREPIT LOCATED AT REAR YARD Property Zoning: Application Valuation: $30,000.00 Applicant: Contractor: REMBRANDT POOLS AND SPAS INC ?DEC REMBRANDT POOLS AND SPAS INC P0BOX6411 P0BOX6411 LA QUINTA, CA 92248 12 2018 DD LA QUINTA, CA 92248 CITY OF LA QUINTA (760)771-2121 DESIGN & DEVELOPMENT DEPARTMENT Llc. No.: 800680 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: C53 License No.: 800680 Contractor: OWNER -BUILDER RATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herselfthrough his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one ofthe following declarations: _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. _ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: EXEMPT Polity Number:_ Al°I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WOR COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST. AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above - mentioned property for inspection purposes. _ Date:- ppkicantorAgent Date: 12/12/2018 Application Number: BPOL2018-0221 Property Address: 80129 VIA PESSARO APN: 777210026 Application Description: CHAPMAN / POOL, SPA AND FIREPIT LOCATED AT REAR YARD Property Zoning: Application Valuation: $30,000.00 Applicant: REMBRANDT POOLS AND SPAS INC P 0 BOX 6411 LA QUINTA, CA 92248 Owner: GREGORY & KRISTIN CHAPMAN 80129 VIA PESSARO LA QUINTA, CA 0 Contractor: REMBRANDT POOLS AND SPAS INC P 0 BOX 6411 LA QUINTA, CA 92248 (760)771-2121 Llc. No.: 800680 Detail: POOL,SPA AND [1]GAS FIXTURE AT REAR YARD [JOHN HACKER ENGINEERING]. 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.THIS PERMIT DOES NOT INCLUDE WATER FEATURE AT COURT YARD OR EQUIPMENT ENCLOSURE. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2016 CALIFORNIA BUILDING CODE DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $2.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT CITY AMOUNT GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $13.34 DESCRIPTION ACCOUNT CITY AMOUNT GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $26.68 Total Paid for PLUMBING FEES: $40.02 DESCRIPTION ACCOUNT CITY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $200.12 DESCRIPTION ACCOUNT CITY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $108.87 Total Paid for POOL / SPA: $308.99 DESCRIPTION ACCOUNT CITY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 li-i�/l a 1 - -- GEM of,b, DESr M- — PERMIT# i►00& do PLAN LOCATION: Project Address: 480' a-q I P ��a Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech APN #: L ) Applicant Name: Address: City, ST, Zip: Telephone: Email , Valuation of Project `-3( Contractor Name:��� r1 New SFD Construction: Conditioned Space SF Address: LI III �� h City, St, Zip Pf-, IN Garage SF Telephone: ?o ­7? Patio/Porch SF Email: J R h �� �M Fire Sprinklers SF State Lic: `�(�o �� City Bus Lic: Arch/Eng Name: Construction Type: Occupancy: Address: Grading: City, St, Zip Telephone: Bedrooms: Stories: # Units: Email: State Lic: City Bus Lic: Property Owner's Name: S 16G✓ New Commercial / Tenant Improvements: Address: (j I L-S 11.1 Total Building SF City, ST, Zip L� 1' fjJ Construction Type: Occupancy: Telephone: Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 OFFICE USE ONLY # Submittal Plan Sets Req'd Req'd Structural Calcs Truss Cales Title 24 Cafes Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License Chapman Gregory & Kristin 80129 Via Pessaro #212 La Quinta, CA 92253 Riverside County APN: 777-210-026 Built: Sq Ft: Type: Residential f Residential Lot Beds: Baths: Order Customer Service Costs First TM•' Add to Farm List Report Name Actions Combined Report Edit I Run Property Profile Run Transaction History Run Comparable Sales Eat I Run Available Allowance &2 100 79 100 99 100 W CITY OF LA QUINTA SUB -CONTRACTOR_ LIST n JOB ADDRESS 701 a9 V) k P4,!rJ r��J PERMIT NUMBER _ OWNER � �_ . � `-"� _ -BUILDER 1L�n ��"'Z �`J`-'� -� This form shall be posted on the job with-theBuilding Inspection_ Card at all times in a conspicuous place. Only persons appearing on this list or their employees are authorized to work on this job. Any changes to this list must be approved by the Building Division prior to commencement of work. Failure to comply will result in a stoppage of work and/or the voidance of hi iilriinrr nprmit_ Fnr aach annlicahle trade. all information renuested helow must be comr)ieted by aonlicant. "On File" is not an acceotable response. Trade [ Classifica..#)on Contractor State C.ontractor.'s License Workers. Compensation Insurance; City. Buoiness.d icense Company Name Classification (e.g. A, B, C-8) License Number (xxxxxx) Exp. Date (xx/xx/xx) Carrier Name (e.g. State Fund, CalComp) Policy Number (Format Varies) Exp. Date (xx/xx/xx) License Number (xxxx) Exp. Date (xx/xx/xx) EARTHWORK (C-12) ��" fe 1�lu CS� C- �I.3 3-.31-) y er �j,[r� 9 Od 07- f $ CONCRETE (C-8) � a �© �, -►� c S-3 � t 13J 3,L i3f4ck m,k 6,54 1-0 1) 9 FRAMING (C-5) STRUCT. STEEL (C-51) P'JU cos MASONRY (C=29} Ffwo (-c,,J 5+ r PLUMBING (C-36) LATH, PLASTER (C-35) .DRYWALL (C-9) HVAC (C-20) ELECTRICAL (C-101 ROOFING (C.391 SHEET .METAL (C-43) FLOORING (E-15) GLAZING (C•17) INSULATION (G,2) : SEWAGF DISP. (C-42). PAINTING (C-33) CERAMIC TILE (C-54) CABINET'S (C-6) FENCING (0-13) LANDSCAPING (C-27) POOL (C-53) Crl- - "Jc p�v1s!� L S ,�vaq W w c-i LI a�- PRE -CAST COPING BOND BEAM STL. 3 3 FOR NON EXPANS S FIN. GR. NOTE CONC. DECKING WATER SURFACE alit a 4 #3@ BOND 6" EXPANSIVE BEAM 1- j #3@ 6"O.C. VERT { : a solL, a_ h STL. 0 3" CLR. o X 4" CLR 6„ 339 J' -p HORIZ. STL. �11 -THROUGHOUT I m o� • MrN: 16" MI LAP co') 33? MAX. J 8„ 4' MIN. W/DECK FTG. 12" # - IVE SOIL CHEDULE - 1 WATER SURFACE S. 6' MIN. W/o DECK FTG. 4 #3 FOR EXPANSIVE SOIL RADIUS SCHEDULE TYPICAL SITE PLAN i B"TO 1/4" 3 WATER SURFACE i nXuu= nu_nu-iru_rili= . A w 1/2. - - #36 12 0. CAV&T 511 L. 6'•, o.G�H*Z w -� �ST�P TH OUGHOUT I -RTEL w Q) OR AS REQ'D E�TA S E A 6`( CITY- EXTR VERT SEEM AS 0 NOTE: THIS SECTION - CAN BE USED FOR - H - -DEUPEPO ADEPTH �' \� a 5DIN e O USE 4 #4 BAR BOND - - A �� N- o #3@ 12" O.C. B.W. BEAM AND EXTEND BARS 3' EA. SIDE ABOVE I? - - - LAP - IN POOL BOTTOM. CENTER ALL STL. 0-°1~ 1. POOL SHALL BE COMPLETELY ENCLOSED BY APPROVED o X FENCE. FENCE SHALL BE MIN. 5'-0" HIGH ABOVE THE /� `- NEW FILL 7 1 1 < GROUND. GATES SHALL BE SELF CLOSING AND SELF LATCHING, WITH LATCH 4'-6" MIN. ABOVE THE GROUND, PRIOR TO FILLING THE SWIMMING n / 1 a AS PER LOCAL ORDINANCES. POOL WITH WATER, AN APPROVED 4 #3@ I 2. POOL SHALL NOT BE FILLED WITH WATER UNTIL THE BARRIER (I.E. UL APPROVED ALARM BOND BEAM o FENCE ENCLOSURE HAS BEEN CONSTRUCTED AND YSTEMEOR FENCE) MUST BE w E #3@ 12"O.C. HORIZ. o�J� �P�i APPROVED.IN STL. THROUGHOUT :� 3. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT CHECK CLEARANCE OF #3@ 12"O.C. TYPICAL POOL APPROVAL. SERVICE DROPS WITH VERT STL. 16" LAP JBOTTOM 4. POOL EQUIPMENT IS NOT PERMITTED IN FRONT YARD ELECTRIC COMPANY NAT. GR. 3" CLR. ` OR A REQUIRED SIDE YARD ADJACENT TO MAIN nu-nu�iu=r� 11=ry= llr-mr=rm-nu- - a=mrl18" MIN��5" BUILDING. nu-nu=V. lll_-= TRANS. 5. POOL SHALL BE PROVIDED WITH APPROVED FILTER AND 0 \I DRAIN. S' 6 ELECTRICAL AND PLUMBING PERMITS TO BE TAKEN OUT BOND ALL METALS OF RAMP WALL THICKNESS"� - -• - IN GUNITE 12 2 MIN. _ nun= I = _ �� AT THE SAME TIME AS POOL BUILDING PERMIT. WITHIN 5' OF WATERS TO CHANGE =mnW m GFI AS REQUIRED 18" MIN. 81, #3@ 6" O.C. POOL SIDE UNIFORMLY 7. CEMENT SHALL CONFORM TO CBC/IBC STD. 26-1, A.S. T.M. EDGE. TRANSITION POOL DEPTH 5'0" OR MORE 18" MIN. FINISH 3" MIN. OR SHALLOW END C 150.62, 175.66. 2' MI . TRANSITION GRADE SAS REQ'D FILL ADJACENT TO POOL ALL PEDESTRIAN GATES TO BE SELF BY CITY 8. GUNITE SHALL NOT BE LESS THAN 1 TO 4 11/2, 28 CLOSING AND SELF -LATCHING, DESIGNED DAY 2000 P.S.I. COMP. TO KEEP DOOR SECURELY CLOSED AT DEEP END RAMP WAO E 6 =t l =1 li=mi=uli 9. STEEL SHALL CONFORM TO A.S.T.M. A 615 GR. 40, ALL TIMES WHEN NOT IN ACTUAL USE. NO OPENINGS MORE THAN 4'. 0 STD. REINFORCEMENT &DIMENSION T-T-nll - LAPPED 40 DIA. GATE TO SWING AWAY FROM POOL. NOTE: ALL FENCING TO BE MIN. 5' IN 2 #3 BOND BM. HEIGHT. WATER SURFACE 10. POOL SHALL BE MIN. 5'-0" FROM BUILDINGS, TREES, IF POOL EQUIPT. IS LESS THAN 10' FROM !3@ 12" O.C. OR PROPERTY LINES. ALL SETBACKS TO BE A MIN. OF 5' FROM ANY WOOD FENCE ON PROPERTY LINE, A "P" TRAP DETAIL VERT STL. & 11. SOIL SHALL HAVE BEARING 1000 #1 FT. UNDISTURBED WATERS EDGE UNLESS OTHERWISE 5' MSRY. SOUND WALL MAY BE CONC. DECK 12„ STRAIGHT WALL - ;I 3" EARTH, NO GROUND WATER. APPROVED BY THE BUILDING OFFICIAL. REQUIRED. ( CHECK WITH BUILDING OFFICIAL) 12. GUNITE TO BE PLACED AGAINST UNDISTURBED EARTH AND ACCESSABLE ONLY BY OWNER OR AGENT. MASTIC LEVEL BOND BM. W GROUT ° 'I 12„ 3@ 12" O.C. POOL SIDE EXCEPT FILL & RAMP. AS OF JAN 1, 2016 THE 2016 EDITIONS OF THE CALIFORNIA BUILDING, FIRE, ELECTRICAL, MASTIC MASONARY COPING / N � 24" # DECK BEFORE POURING DECK I= POOL DEPTH 5'0" OR LESS PLUMBING, MECHANICAL, ENERGY AND EXISTING BUILDING CODES WILL BE EFFECTIVE. REF. 4 MILL VISQUEEN o X EXPANSIVE JOINT A MORTAR 00 al 12" z I 13. PLUMBING &ELECTRICAL INSTALLATION TO CONFORM 6 GUNITE W/#3 OR #3 I a f #3@ 6" O.C. POOL SIDE TO LOCAL CODES. SECTION 3109 Of SAID CODE FOR SWIMMING POOL ENCLOSURES AND SAFETY DEVICES. HORIZ.i� //// °° POOL DEPTH 5'0" OR MORE 6" CONC. BILK. W/#3 3.1/i" v 14. KEEP CONCRETE CONSTANTLY DAMP FOR 14 DAYS. AS OF JAN 1, 2016 THE 2016 EDITION OF THE CALIFORNIA ENERGY CODE WILL BE EFFECTIVE. @ 48"O.C. VERT. WATER �n a0= - °A _ I 15, MINIMUM CLEARANCE BETWEEN EARTH AND STEEL TO REF. SECTION 110.4-MANDATORY REQUIREMENTS FOR POOL AND SPA SYSTEMS AND EQUIPMENT. �. STL. SOLID GROUT c 3 1/2" CONC. a MASTIC BE 2". (AREAS OF HIGH SULFATE IN THE SOIL IT SHALL BE EXAMPLE "COVERS SHALL BE INSTALLED FOR OUTDOOR POOLS WITH HEATERS." ALL CELLS 7 TILE 3"t _ SLAB I #3@ 12" O.C. -ml POOL 3" MIN. AND BE TYPE 5 CEMENT CONCRETE. 4000 PSI) 4 #3@ BOND I 15 LB. FELT TILE 4" TYP. BOTTOM BEAM <:: ° ° OR 4 MILL VISQUEENI/I_...:: ° SECTION W/ TYPICAL BOND X POOL GENERAL SPA GENERAL PLASTER PLASTER, SEE SCHEDULE 2 SPECIFICATIONS SPECIFICATIONS �i # BEAM W 4 3 PLASTER # I 3@ 12" O.C. B.W. BOND BEAM STL. CONC. I° 3@ BOND BM. ° SEE TYP. POOL WATER SURFACE DECKING SIZE X AREA ❑ DEPTH TO SPA TYPE: MDL BOND BEAM SECTION - .i h SHAPE BOND BEAM ;: IR /_ DIMENSION: RAISED BOND BEAM STANDARD COPING & TILE CANT. CONCRETE DECKING TYPICAL INFINITE EDGE. N LINER 0XPANSIVE DEPTH: l`t SECTION �� I SOIL POOL CAPACITY GALS. 3" CLR. COLOR TOTAL GALLONS - % ONE STORY HOUSE PUMP SPA JETS TILE DECK OR CAP MIN. OR GARAGE FOUND - ELECTRICAL f / MOTER H.P. PULL BOX 10" 6" 2 #3 BOND BM. w I / ATION, 1000 LB. FT. HEATER: nt / FILTER SQ. FT. =nu=m--Tll = SF 9 PUMP & MOTOR ABOVE WATER T��=/�_ v F O�G / OR FENCE VACUUM LINE & SKIMMER AIR PER NEC SPECS. 4 -0 12 .ant-1/ � �=�Luyll= WATER SURFACE PLACE ADDIT. cn s =-�Ti u r i7/i ° ° N.. 2 #3 BARS ; ' I VERT.STL. IN WALL w cyFaG ,'pRETURN LINE " BEND BOND * #3 HORIZ STL.@ 12" O.C. IN ACCORDANCE WITH M l „_ F> MAIN DRAIN GAS BLOWERLINE: 4" MIN BM. STL' SCHEDULE 2. MIN / EXPANSIVE loom=nl�n-lu=nns _ -nu I AROUND NICHE N N 3@ 12" O.C. / SKIMMER MODEL PLUMBING F =uu=m-111='ll I ° an lr=l # " 1 LAP SOIL ELECTRICAL: CLOCK: A' CLOCK: o SP IIIL�1rtt- ELEVATION I 18' VERT STL & ' _ ✓ 3" CLR. BACKWASH LINE EXCAVATION STRAIGHT WALL I 6" 1/2" PVC N OF 1/2" FILL LINE 12' SCHEDULE 2 DECKING 10' MIN. LENGTH z I WATER SURFACE 4" MIN 4" MIN-' SPA BUILDING SURCHARGE �� 5� N w LIGHT RECESSED I #3 VERT STL. 45 \° _ N POOL EQUIPOTENTIAL BONDING GRID #3@ 6" O.C. o I @ 12" O.C. ulI=lu= 1. GRID STRUCTURE. THE EQUIPOTENTIAL BONDING GRID BOTH WAYS 42 3 BARS=nu 0 " MIN.- # � = SHALL COVER THE CONTOUR OF THE POOL AND THE POOL AROUND NICHE 4" MI DECK EXTENDING 3 FT HORIZONTALLY FROM THE INSIDE OF WALL THK. MIN. VER17CTM DEPTH IN FEET NON �.w Wow 4" 4" 0 4" 4" 1 FT. 4" 4" 2FT. 4" 4" 3FT. 5" 5" 4FT. 6" 6" 5FT. 6" 6" 6FT. 6" 8" 7FT. 6„ 9„ 8FT. ANTI SIPHON VALVE MISCELLANEOUS: HEATER SIZE BTU SOLAR GENERAL GASLINE BY: VENTED BY: SPECIFICATIONS LIGHT CLOCK SO. FT. POOL SQ. FT. PANEL PLAN 4" TYP. BOTTOM THE WALLS OF THE POOL. THE EQUIPOTENTIAL BONDING GRID ELECTRIC BY: PANEL TYPE PANEL SIZE BLANK MEANS NO SECTION W/ SHALL BE ARRANGED IN 12" X 12" NETWORK OF CONDUCTORS SPECIAL THICKNESS OR ELECTRICAL BONDING BY: NUMBER PANELS PLUMB RUN SECTION AT LIGHT BOX SKIMMER NICHE DETAIL #3@ 12" O.C. B.W. IN A UNIFORMLY SPACED PERPENDICULAR GRID PATTERN WITH 0REINF. REQUIRED POOL CLEANER AUTOMATIC MANUAL TOLERANCE OF 4". SEE TYP. POOL 2. SECURING. THE BELOW -GRADE GRID SHALL BE SECURED CHLORINATOR THERMOMETERS BOOSTER PUMP SECTION WITHIN OR UNDER THE POOL AND DECK MEDIA. BOARD -SIZE SINGLE❑DOUBLE❑ ELECTRIC BY: z WATER LEVEL SPA ADJACENT TO POOL 3. WHERE THE REINFORCING STEEL IS USED IT SHALL BE 1/2" Extruded ROCK BOARD SUPPORTS yt= 711 IL=1/11=4/ TYPICAL SPA SECTION �� BONDED TOGETHER WITH A SOLID COPPER CONDUCTOR Polystyrene LADDER -MODEL I_III-'ii x m=nw- NOT SMALLER THAN 8 AWG BARE SOLID COPPER WIRE AT Min. Seration WATER °1L 0u= D a REINF. GUNITE ALL POIINTS OF CROSSING. CONNECTIONS SHALL BE MADE P I.7 g CONC. SLIDE # COLOR HOOKUP #30 12" O.C. WATER SURFACE FLOOR GRADING BOTH WAYS AS REQUIRED BY 680.26(D) o R=2'6" MAX. 4" 5' R=1'0" MIN. PLANTER WHERE ANY REINFORCING STEEL IS EPDXY -TIED TO WALLS pin�pl'= STUB PLUMB OYES ❑NO OWNER: DECK BY: #4 REBAR 5/8" DRILL BIT 4 1/4" EMBED 3" EDGE DISTANCE. 6" MIN. I To DETERMINE 5 4'-0" MIN. THE HOLE LOCATIONS, HOLE DIAMETER AND DEPTH, HOLE N NOTES: APPROXIMATE ELEVATION OF IIII=Il1_Inl= ill CLEANING TO BE IN ACCORDANCE WITH SECTION 1704.13 IBC 2" CLR. Pool ON DAY OF EXCAVATION ADD 3 12" O:.C. MASONARY VENEER 11I �rl w DRAWN BY: JESSE MCGUIRE DATE 8/7/91 # AND THE PRINTED INSTALLATION PER ESR-2508,. THE J POOL AREA TO BE FENCED, LONGITUDINAL @ DECK II=Bp= CARTRIDGE TO BE CHECKED AS TO EXPIRATION DATE. THIS CK'D BY: JOHN H. HACKER DATE 1/1/15 BY OWNER PER COUNTY OR MAIN SUMP DRAIN TRANSITION WHEN WEEP HOLES o 12" MIN. CITY ORDINANCE. GATES TO BE AT LOW POINTINSPECTION CAN BE BY THE LOCAL BUILDING INSPECTOR. w �q SELF CLOSING AND SELF AND MAY REQUIRE AN ADDITIONAL INSPECTION FEE. v FF O/( nl LATCHING. REQ D BY BLDG. DEPT. = s DUAL INLETS PER PLUMBING CODE. w Soy�S Do NOT TURN ON POOL LIGHT ill/ILlll=llll=III L=1/p=11p IIII 11L=1/11 GNOT TO SCALE WHEN POOL IS EMPTY TYPICAL LONGITUDINAL SECTION -nn_ - ALTERNATE TO POOL c`tv BARRIER PUT 1 CyIN. ONE STORY HOUSE POOL OR SPA IN CONC. BOTTOM LAP �/ DEEP h„ FIN. GR. WATER SURFACE - OR GARAGE FOUND- END SHALLOW 1� bco oc' �S ATION, OR ROCK CONC. FT'G / 1000# L.F. MAX. END NAME &J SUNLESS OTHERWISE SPECIFIED: MOITURE BARRIER POOL IS__ SHALLOW TO-- DEEP ADDRESS uu=uu= uu=mt_ini_liii-,; RAISED PLANTER PROVIDE PLAN & CALLS. 1/2" MIN. APPROVED DEEPENED FOOTING HAVE RELIEVED A COPY OF yA '� EXPANSIVE SOIL ONLY FOR RET. WALL. SEALANT THIS PLAN AND HEREBY a NEW FILL " DECK APPROVE POOL AND o a EQUIPMENT LOCATION 1n pROFESs/py CROSS STREETS 10 4 3@ A 5 0 �F�� Y q� 0� RES. PHONE # �J I - _..._- BUS. PHONE N w BOND BEAM PO �� 1111=111-I1II=1111 1rL1/11= 7LOTEX _= =__I= u � , �` _ _ �r t� � CUSTOMERS SIGNATURE DATE > \ ^ TYPICAL POOL III -lu No. 14614#3@ 12"O.C. HORIZ. INDER OF JOINT STL. THROUGHOUTERTISTL.0 \ LAPI` BOTTOM AXPANSION JOINTS SWIMMING POOL CONSTRUCTION OR OTHER NAT. GR. 3" CLR. = REQ'D IN DECK AT EXP. MATERIAL STgrF of CAI�FGR�\P JHA Engineers • err _z nrml- 18" MIN 5' 10'-0" O.C. 0 ull='INZ01I-1��1�=1� nll= I�_ml=ml= I l- TRANS,EXPANSIVE JOINT0 RECEIVED N 43585 Monterey Avenue, Suite 7 Palm Desert, CA. 92260 TANNING SHELF DETAIL 12" NOTE: THIS PLAN IS FOR STANDARD SOILS ONLY (760) 345-1352 DEC 0 6 2018 IN THE CITY OF INDIO AND ALL AREAS TO THE SOUTH, SEE NOTE 15 REGARDING STEEL CLEARANCE TO SOIL dan @ jhaengineering.com CITY oP siai M D"Inc' TY DEVELOPMENT SURCHARGE ADDIT. VERT. STL. X DEP7H D=3'to 5' D=5'to 7' D=7' to 8'6" 3'-0" MIN #3 012"O.C. #3 012"G.C. #3 0 s"O.C. 4'-0" MIN #3 @12"O.C. #3 012"O.C. 5-0" MIN. #3 012"0.C. 6'-0" MIN. F�1Q➢ LINEAR FIRE TROUGH —,FIRE (GLASS PEBBLE MEDIA) LARGE FORMAT TILE QU SIDES A TOP (ALL EDGES MITRED) PERIMETERTROUGH 'lL+I 2S'-0- WATERLINE TILE SPA DAM WALL W TILE—\ r4' I, T e. 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