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BPOL2019-003078-495 CALLE TAMPICO C% U 4 09ba LA QUINTA, CALIFORNIA 92253 DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT Permit Type/Subtype: POOL/PRIVATE Application Number: BPOL2019-0030 Property Address: 77828 CALLE HIDALGO APN: 773093004 Application Description: YARBROUGH / SPA ADDITION Property Zoning: Application Valuation: $15,000.00 VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: LINDA YARBROUGH P 0 BOX 642296 LOS ANGELES, CA 92253 Date: 2/14/2019 Applicant: Contractor: L A SNYDER CONSTRUCTION / L_l \ L A SNYDER CONSTRUCTION 77828 CALLE HIDALGO D [ /""�j 77828 CALLE HIDALGO LA QUINTA, CA 92253 LA QUINTA, CA 92253 FEB 14 2019 D (760)831-8608 CITY OF LA QUINTA Llc. No.: 822880 DESIGN & DEVELOPMENT DEPARTMENT ----------------------------------------------------------__--------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B License No.: 822880 OWNER -BUILDER DECLARATION 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 herself through 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.). (_) I, 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 WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compe sation, as provided for by Section 3700 of the Labor Code, for the performance h ork for which this permit is issued. J have and will maintain workers' compensation insurance, as required by SN13700 of the Labor Code, for the performance of the work for which this permit IMy workers' compensation insurance carrier and policy number are: EMPT Policy Number: ,. I 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 sub ect to the workers' compensation provisions of Section 3700 of the Labor Co . , a ivtkIwlth comply with thus revisions. �I '7 _ - �� WARNING: FAILURE TO SECURE WORKERS' 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 ullding construction, and hereby authorize representatives of this city to a pen e above -mentioned property for inspection purposes. I}bt ¢ Signature (Applicant or Agent): Date: 2t14/2019 Application Number: BPOL2019-0030 Property Address: 77828 CALLE HIDALGO APN: 773093004 Application Description. YARBROUGH / SPA ADDITION Property Zoning: Application Valuation: $15,000.00 Applicant: L A SNYDER CONSTRUCTION 77828 CALLE HIDALGO LA QUINTA, CA 92253 Owner: LINDA YARBROUGH P 0 BOX 642296 LOS ANGELES, CA 92253 Contractor: L A SNYDER CONSTRUCTION 77828 CALLE HIDALGO LA QUINTA, CA 92253 (760)831-8608 Llc. No.: 822880 Detail: SPA ADDITION TO EXISTING POOL AT REAR YARD [JOHN HENRY HACKER ENGINEERINGI THIS PERMIT DOES NOT INCLUDE EQUIPMENT ENCLOSURE. ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2016 CALIFORNIA BUILDING CODE. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $1.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $200.12 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $108.87 Total Paid for POOL / SPA: $308.99 DESCRIPTION ACCOUNT QTY AMOUNT RECORDS MANAGEMENT FEE 101-0000-42416 0 $10.00 Total Paid for RECORDS MANAGEMENT FEE: $10.00 DESCRIPTION ACCOUNT QTY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 TOTALS: $324.99 PERMIT # WOL'10101 so C CO3 PLAN LOCATION: Project Address: � _ J Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech fir G,J � Applicant Name: — — �• �� tCzUt Address: City, ST, Zip: Telephone: 3�7 Email: __7 4 Valuation of Project $ Contractor Name: �_ � �V) ��C� Address: City, St, Zip Q JzkcQ Telephone: Email: State Lic: UCity Bus Lic: Arch/Eng Name: At-C U ti K4 C �iZe Address: p.� Z ` City St, ZipsC- Telephon' 4 -5y 5 O © Lt '�r Email: State Lic: City Bus Lic: New SFD Construction: Conditioned Space Garage Patio/Porch Fire Sprinklers Construction Type: Grading: Bedrooms: I Stories: SF SF SF SF Occupancy: j # Units: Property Owner's Name: �� �� New Commercial / Tenant Improvements: Address: � b Total Building SF City ST, Zip � Construction Type: Occupancy: Telephone: - I i c Email: 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 I FA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE —Po o L .At-� SPA - Safety Features -New pools or spas shall be equipped with at least two of the following drowning prevention safety features. (H&S §115922 - SB No. 442) Enclosure that isolates the pool or spa from Dwelling. Removable mesh fencing, a gate that is self -latching and closing and can accommodate a key lockable device. Safety Pool Cover. • Exit alarms on doors that provide direct access to pool or spa • A self -closing di , self -latching device placed on doors providing • rect access to pool or spa. An alarm that when places in a Pool or spa, will so detection.. (Surface Motion, und upon Pressure, sonar, Laser) PROP. SECTI04N A -A Cz w V V O V N X 6 � (M t^V l � w <o O p � O Z P_ w O Qi ^I wg O O Y d na �G� 2 z T�U U °0 w co Q A =vim N.T.S. D, 0 W 0-C. U s2 z Z U LEGEND: PROPOSED SPA 42.5 SQ. FT. =x EXISTING POOL 550 SQ. FT. �¢ EXISTING +-LOUSE 2,080 SQ, FT, N EXISTING GARAGE 400 50. FT. _ Z EXISTING LOT SQ. FT. o 0 - U NOTES' CONSTRUCTION HOURS OCTOBER 1 throueh APRIL 30 MONDAY-FRIDAY 1:00 AM.-530 FM. SATURDAY 5:00 AM.-5.00 P.M. SUNDAY NOT ALLOWED GOVERNMENT' CODE HOLIDAYS NOT ALLOWED MAY 1 THRU 5EPTEMBER 30 MONDAY-FRIDAY 6:00 A.M. 1.00 PM. SATURDAY 8:00 AM.-5.00 P.M. GOVERNMENT CODE HOLIDAYS NOT ALLOWED CONSTRUCTION IS NOT PERMITTED ON THE FOLLOWING CODE HOLIDAYS: NEW YEAR'S DAY DR MARTIN LUTHER KING JR. DAY PRESIDENT'S DAY MEMORIAL DAY INDEPENDENCE DAY LABOR DAY VETERAN'S DAY THANKSGIVING DAY CPR15TMAS DAY e� W= Q/'� w6 ���/� vJ Lo z Z O C J Q N =a ® M U C) Woo LLJ W J < < m '�✓ F ZZ ? LL- W� >= J Z C yq V F< C/'� VJ J �N W c — < 3 �o m= S 3 �W V V 6 O Y � O w s� 3 an OI O_ W Y ti < CDMPLETIQN OF DOCUMENTS W FOR BLi3h'S DEPT..REVIEW U VI p< �o �o o as �W W U OWNERSHIPAND USE OF DOCUMENTS- NI Dnndngs, Spaei"wgans and caple ''themvf lumished by Desert S F Ckla Designs art and shall m ain A's property. Thry am fa. to be M = m anN wdh nepeet to in, project Federal law prohibits the repmLuatlon, display, sole, a other di9posiflon of this document o wtihnut the exprese wYlfen aonxrt of Desert ones Deakne. ® W ? SHEET TITLE ® _ EXISTING SITE PLAN a ra FLOOR PLAIN ea _ o s < DATE ._ 6ay - ® wo APPROVED MVd'ROBERT ALCUMBRAC a y f1 <� DRAWN BY ROBERT ALCUMBRAC !7` Fag ;y 4 1 2019 PROJECT N0. _ _ o SCALE I AS NOTED - 3 — _ SHEET NO. �.. _.Of=r..^ W< , _ N 01013'30" E 57.9' I II�11 0 -------- Ex. Ex. Ex- ELOCKWALL PROPERTY--Z 1 LANDSCAPING 6' �IIGI-4 LINE I II I II i I II I II 5 I PROF. II SPA I PROP. WATERFALL PROP. i l POOL EX LANDSCAPING I i EX. IJ CONCRETE I II N L11 z III i Ex. LANDSCAPING ❑ BQ I II i EX, WOODWALL Fi' HIGH II �I I I LLJ PROFYELLOW to - i POLYETHYLENE GAS W z M LINE 1' DIA. EX. LIJ r 24" DEPTH RESIDENCE �l �I EX METERS T I0 I II Z, Ex. I, � z ENTRY EX. CURB a GUTTER I II ! I I II I II BLOCKWALL GARAGE ' I I I 6' HIGH EX. l LANDSCAPING I II I II I II I II I II I II I II 11 i I EX. TREE - EX. II +yl DRIVEWAY L ANDSCAF111s�s , I II 1 �1 EX. \ PROPERTY - \ \\ LINE N 01013'30" E 57.9' \ \\ \ \\ EX. \ \�� SIDEWALK EX. CURB E GUTTER CALLS I4ID,41—r_:;O _CR EX. SITE PLAN SCALE: V=10' SKEET INDEX 1. EX_ SITE PLAN, PROP. FLOOR PLAN SECTION PLAN 8 NOTES. 2. STRUCTURAL PLAN, 4 NOTES_ PRE -CAST COPING BOND BEAM STL. 3 43 FOR NON -EXPANSIVE SOIL SCHEDULE — 1 FIN. GR. WATER SURFACE NOTES: CONC. DECKING WATER SURFACE � �iir= x:. 4 #3@ BOND Q 6"( EXPANSIVE BEAM CO #3@ 6"O.C. VERT ¢ SOIL w 7 T STL. 0 3" CLR. o < 4„ 6" 33� #3012"o.C.CLR. ' s HORIZ. STL I FKn'9p THROUGHOUT sots �IIEI co y zp.. �o� . 16" MI �� 33? MAX. LAP 8„ 4' MIN. W/DECK FTG. 12 4 #3 FOR EXPANSIVE SOIL RADIUS SCHEDULE TYPICAL SITE PLAN 6' MIN. W/O DECK FTG. 1/A"TO 1/4" 3 WATER SURFACE on -Mu= uu=nu=nir=-rm;=. ,.� PLETELY ENCLOSED BY APPROVED NZ 1\1111 _ 7,0 X� 6 - 1 1/2^ I__ �II"O.CtVE�T L.. —3�92 �.„ N w #36 1 S II @.C# HO�1Z —� w SST TH OUCpHOUT 1�� � II I o —� P E TRA STEEL-r OR AS REQ'ID BY �iTY EXTR #3 12"0. w VHRTSTEEjt AS 0• N —NOTE: THIS SECTION USED OSR g{{yy� - -DEEPCAN END ND RAMPE UP TO 5' IN DEPTH USE 4 #4 BAR BOND A -MN:" o #3@ 12" O.C. B.W. BEAM AND EXTEND BARS 3 EA. SIDE \ A�VVE' — LAP - -- a- IN POOL BOTTOM. -V CENTER ALL STL. es 0. nM=nu= 1. POOL SHALL BE COM FENCE. FENCE SHALL BE MIN. 5'-0" HIGH ABOVE THE I a GROUND. GATES SHALL BE SELF CLOSING AND SELF o NEW FILL LATCHING, WITH LATCH 4'-6" MIN. ABOVE THE GROUND, PRIOR TO FILLING THE SWIMMING a AS PER LOCAL ORDINANCES. POOL WITH WATER, AN APPROVED 0 4 #30 1 � 2. POOL SHALL NOT BE FILLED WITH WATER UNTIL THE BARRIER (I.E. UL APPROVED ALARM BOND BEAM J� o FENCE ENCLOSURE HAS BEEN CONSTRUCTED AND SYSTEM OR FENCE) MUST BE E #3@ 12"O.C. HORIZ. �P� 4 APPROVED. INSTALLED. STL. THROUGHOUT :� ii 3. PUBLIC POOLS REQUIRE COUNTY HEALTH DEPARTMENT CHECK CLEARANCE OF #3@ 12"O.C. TYPICAL POOL APPROVAL. SERVICE DROPS WITH VERT STL. P BOTTOM 4. POOL EQUIPMENT IS NOT PERMITTED IN FRONT YARD ELECTRIC COMPANY NAT. QR. " ` LAPi` OR A REQUIRED SIDE YARD ADJACENT TO MAIN _—_ 3" CLR. �5" BUILDING. mr_nu=1M=MI=rIIr-r�-_z r+Ti=nlr=nrr=Mlr= n-nlr- g _m--„_I18" MIN fill- TRANS. 5. POOL SHALL BE PROVIDED WITH APPROVED FILTER AND 0 5 N DRAIN. s' 6. ELECTRICAL AND PLUMBING PERMITS TO BE TAKEN OUT BOND ALL METALS 2' MIN. OF RAMP WALL THICKNESS �' _— —• — N GUNITE IIz I AT THE SAME TIME AS POOL BUILDING PERMIT. WITHIN 5 OF WATERS 25 MOmn— TO CHANGE — =m=1p1= 1= 7. CEMENT SHALL CONFORM TO CBC/IBC STD. 26-1, A.S.T.M. EDGE. s• GFI AS REQUIRED 8" #3@ 6" O.C. POOL SIDE UNIFORMLY / SHALLOW END C 150.62, 175.66. 2' MI 18" MIN. 18" MIN. 3" MIN. OR POOL DEPTH 5'0" OR MORE FINISH ALL PEDESTRIAN GATES TO BE SELF TRANSITION TRANSITION GRADE rAS REVD FILL ADJACENT TO POOL �� 8. GUNITE SHALL NOT BE LESS THAN 1 TO 4 11/2, 28 CLOSING AND SELF -LATCHING, DESIGNED TO BY CITY DAY 2000 P.S.I. COMP. TO KEEP DOOR SECURELY CLOSED AT WASTE 6 _, - _ _ - 9. STEEL SHALL CONFORM TO A.S.T.M. A 615 GR. 40, ALL TIMES WHEN NOT IN ACTUAL USE. �NO ALL FENCING ENCING TOS MORE BEMIN. 5' IN DEEP END RAMP �� STD. REINFORCEMENT & DIMENSION �� TilrrgirrnlrMi=nu LAPPED 40 DIA. GATE TO SWING AWAY FROM POOL. HEIGHT. 2 #3 BOND BM. 10, POOL SHALL BE MIN, 5'-0" FROM BUILDINGS, TREES, IF POOL EQUIPT. IS LESS THAN 10' FROM 3@ 12" O.C. WATER SURFACE OR PROPERTY LINES. ALL SETBACKS TO BE A MIN. OF 5' FROM ANY WOOD FENCE ON PROPERTY LINE, A "i TRAP DETAIL VERT STL. & 11. SOIL SHALL HAVE BEARING 1000 #1 FT. UNDISTURBED WATERS EDGE UNLESS OTHERWISE 5' MSRY. SOUND WALL MAY BE CONK. DECK STRAIGHT WALL 3" EARTH, NO GROUND WATER. APPROVED BY THE BUILDING OFFICIAL. REQUIRED. ( CHECK WITH BUILDING WFtl444) 12„ t 12. GUNITE TO BE PLACED AGAINST UNDISTURBED EARTH AND ACCESSABLE ONLY BY OWNER OR AGENT. LEVEL BOND BM. W GROUT ° . 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 MASTIC MASONARY COPING / N 24" 1 # PLUMBING, MECHANICAL, ENERGY AND EXISTING BUILDING CODES WILL BE EFFECTIVE. REF. _ BEFORE POURING DECK r_- I POOL DEPTH 5'0" OR LESS 13. PLUMBING &ELECTRICAL INSTALLATION TO CONFORM - yj= DECK of z I SECTION 3109 OF SAID CODE FOR SWIMMING POOL ENCLOSURES AND SAFETY DEVICES. �� EXPANSIVE JOINT ! 12" I #3@ 6" O.C. POOL SIDE TO LOCAL CODES. 6" GUNITE MILL VIOSQ UEEN #3 o x MORTAR �� ' �- 01 POOL DEPTH 5'0" OR MORE /# a //// N 14. KEEP CONCRETE CONSTANTLY DAMP FOR 14 DAYS. AS OF JAN 1, 6" CONC. BLK. W/#3 3.r/6 HORIZ.� I 15. MINIMUM CLEARANCE BETWEEN EARTH AND STEEL TO REF. SECTION 11014-MANDATORY AND SPA OSDYSTEMS AND EQUIPMENT. @ 48"O.C. VERT. — °� — — - 2 BE EXAMPLE COVERS SHALL BE INSTALLED FOR OUTDOOR POOLS WITH EATERS. STL. SOLID GROUT WATER (o 2 3 1 /2" CONK. MASTIC o� _ BE '. (AREAS OF HIGH SULFATE IN THE 501� IT SHALL RE H ALL CELLS TILE I IJ } SLAB #3@ 12" O.C. o gnu POOL 3" MIN. AND BE TYPE 5 CEMENT CONCRETE. 4000 PSI) I WALL THIN. MIN. VERTIc DEPTH IN FEET NpN 4" 4" 0 4" 4" 1 FT. 4" 4" 2FT. 4" 4" 3I'M 5" 5" 4FT. 6" 6" 5FT. 6" 6" 6FT. 6„ 8„ 7FT. 6„ 9„ 8FT. 15 LB. FELT TILE 4 TYP. BOTTOM TYPICAL BOND x 4 BEAM BOND ,) o OR 4 MILL VISQUEENMr_ a PLASTER #3@ 12" O.C. B / \ BEAM W/4 #3 SEE- SCHEDULE BEAM PLASTER BOND BEAM STL. CONK. m1111 I PLASTER #3@ BOND BM. a` ; WATER SURFACE DECKING o..,. ,.; :..�..:.: SEE TYP. POOL SECTION ra BOND BEAM BOND BEAM X- RAISED BOND BEAM 0 STANDARD COPING &TILE �� CANT. CONCRETE DECKING TYPICAL INFINITE EDGE N N SPOAL SIVE SECTION I ..... 3" CLR. w ONE STORY HOUSE DECK OR CAP MI kl. OR GARAGE FOUND - ELECTRICAL PULL BOX 10" 6 l 2 #3 BOND BM. ATION, 1000 LB./FT. m-n-m, 1FF�90�G / / OR FENCE r ABOVE WATER ni=—_ PLACE ADDIT. s S PER NEC SPECS. 4'-0 12" arr n=+L+=u= e I, WATER SURFACE f VERT.STL IN WALL w ctiF d111=1111=ills N.T.A 2 #3 BARS IN ACCORDANCE WITH uwi BEND BOND I #3 HORIZ STL.@ 12" O.C. �i SCHEDULE 2. EXPANSIVE _ 4" MIN BM. STL. -Mi-m= -nu I AROUND NICHE N N 3@ 12" O.C. LAP SOIL a.rllrrn- -III='ll -=�nr�ir u # .`�.. 3„ VERT STL. & N SIIILrELEVATION ll,rrr- I 18" -�-� .�'� 3" CLR. J N STRAIGHT WALL I. 6„ SCHEDULE 2 PVC SPA z I WATER SURFACE 10' MIN. LENGTH MI ( BUILDING SURCHARGE 4" MIN 4j — — — " FF 00 5� RECESSED — — — — — — \e N I POOL EQUIPOTENTIAL BONDING GRID 1 N LIGHT I #3 VERT STL. 45 _ ¢ o @ 12" O.C. I 1. GRID STRUCTURE. THE EQUIPOTENTIAL BONDING GRID #30 6" O.C. �� 4" MIN.Z� 2 #3 BARS j� =°TI SHALL COVER THE CONTOUR OF THE POOL AND THE POOL o 0 4 #3@ O\J In BOND BEAM Q Q^� w a TYPICAL POOL #3@ 12"O.C. HORIZ. #3@ 12"O.C. �. 16" I' BOTTOM STL. THROUGHOUT VERT STL. LAP NAT GR 3" CLR 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: SOLAR GENERAL SPECIFICATIONS SQ. Ff. POOL SQ. Fr. PANEL PANEL TYPE PANEL SIZE NUMBER PANELS PLUMB R2DN AUTOMATIC MANUAL. r +- THERMOMETERS •BOOSTER PUMP SINGLE El DOUBLED _ ELECTRIC BY: OWNER: TO DETERMINE APPROXIMATE ELEVATION OF POOL ON DAY OF EXAVATION POOL AREA TO BE FENCED, BY OWNER PER COUNTY OR CITY ORDINANCE. GATES TO BE,.. SELF CLOSING AND SELF LATCHING. DO NOT TURN ON POOL"LIGHT WHEN POOL IS EMPTY POOL OR SPA NAME ADDRESS CROSS STREETS RES. PHONE BUS. PHONE Ilp-111 ,.� No. 14614 NOTE: REMAINDER OF JOINT SWIMMING POOL CONSTRUCTION EXPANSION JOINTS IN CELOTEX OR OTHER REQ'D IN DECK AT EXP. MATERIAL STgr CIV11 O� P x= z xr mr= 18"' MIN �5" 10'-0" O.C. F OF CA11F JHA Engineers nlr�m�=Inr- Il�gi-n Mtr- ir= ~� TRANS. _ EXPANSIVE JOINT 43585 Monterey Avenue, Suite 7 Palm Desert, CA. 92260 TANNING SHELF DETAIL f ` " NOTE: THIS PLAN IS FOR STANDARD SOILS ONLY (760) 345-1352 s IN THE CITY OF INDIO AND ALL AREAS TO THE SOUTH, SEE NOTE 15 REGARDING STEEL CLEARANCE TO SOIL clan @ jhaengineering.com Subsidiary oflnsuFormInc. SURCHARGE ADDIT. VERT. STL. X DEP H D=3'to 5' D=5'to 7' D=7' to 8'6" 3'-0" MIN #3 012"O.C. #3 012"O.C. #3 @ 6"O.C. 4'-0" MIN. #3 012"O.C. #3 @12"o.C. 5'-0" MIN. #3 012"o.c. 6'-0" MIN. BOTH WAYS In 4 MI DECK EXTENDING 3 FT. HORIZONTALLY FROM THE INSIDE OF AROUND NICHE PLAN 4" TYP. BOTTOM THE WALLS OF THE POOL. THE EQUIPOTENTIAL BONDING GRID BLANK MEANS NO SECTION W/ SHALL BE ARRANGED IN 12" X 12" NETWORK OF CONDUCTORS SPECIAL THICKNESS OR SECTION AT LIGHT BOX SKIMMER NICHE DETAIL #3@ 12" O.C. B.W... IN A UNIFORMLY SPACED PERPENDICULAR GRID PATTERN WITH REINF. REQUIRED TOLERANCE OF 4". SEE TYP. POOL 2. SECURING. THE BELOW -GRADE GRID SHALL BE SECURED SECTION WITHIN OR UNDER THE POOL AND DECK MEDIA. WATER LEVEL SPA ADJACENT TO POOL 3. WHERE THE REINFORCING STEEL IS USED IT SHALL BE 1 /2" Extruded ROCK TYPICAL SPA SECTION �� BONDED TOGETHER WITH A SOLID COPPER CONDUCTOR Polystyrene 0 711IILItII-'U NOT SMALLER THAN 8 AWG BARE SOLID COPPER WIRE AT Min. Seperation T 111='U x h m�,ni_ CONC. < REINF. GUNITE ALL POIINTS OF CROSSING. CONNECTIONS SHALL BE MADE WATER SURFACE FLOOR #3@ 12" O.C. AS REQUIRED BY 680.26(D) BOTH WAYS R=2'6" MAX. 1 = R'0" MIN. PLANTER WHERE ANY REINFORCING STEEL IS EPDXY -TIED TO WALLS r � �- 4" 5' It #4 REBAR 5/8" DRILL BIT 4 1 /4" EMBED 3" EDGE DISTANCE. 6" MIN. 5' 4'-0" MIN. THE HOLE LOCATIONS, HOLE DIAMETER AND DEPTH, HOLE c" 111NN_Illl= pl CLEANING TO BE IN ACCORDANCE WITH SECTION 1704.13 IBC 2" CLR. ADD #3 12" O.C. MASONARY VENEER _pl _=fr1 AND THE PRINTED INSTALLATION PER ESR-2508,. THE k LONGITUDINAL @ DECK =1N- CARTRIDGE TO BE CHECKED AS TO EXPIRATION DATE. THIS o 12" MIN. MAIN SUMP DRAIN TRANSITION WHEN WEEP HOLES INSPECTION CAN BE BY THE LOCAL BULDING INSPECTOR. Li SF Pq� m AT LOW POINT REQ'D BY BLDG. DEPT. AND MAY REQUIRE AN ADDITIONAL INSPECTION FEE. FSciGs DUAL INLETS PER PLUMBING CODE. w rlI im 111=lilt=III !Lull 1111 1111=11L=((II � TYPICAL LONGITUDINAL SECTION ALTERNATE TO o POOL N BARRIER PUT 1 "MIN. / / ONE STORY HOUSE IN CONC. BOTTOM LAP j OR GARAGE FOUND- ATION, OR ROCK FIN. GR. WATER SURFACE CONC. FT'G / 1000# L.F. MAX. MOISTURE BARRIER RAISED PLANTER PROVIDE PLAN & CALCS. 1/2" MIN. APPROVED DEEPENED FOOTING aumnu= o a EXPANSIVE SOIL ONLY FOR RET. WALL. DECK SEALANT NEW FILLS I M x of Q QROFESSlOyy t1611 111-U1 �= Ill1-1111=81_I111= O w A -111 i171=111_Nll_ �) 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 SLIDE # COLOR HOOKUP GRADING STUB PLUMB DYES 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 IS-- SHALLOW TO-- DEEP I HAVE RECIEVED A COPY OF THIS PLAN AND HEREBY APPROVE POOL AND EQUIPMENT LOCATION CUSTOMERS SIGNATURE DATE