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11-0044 (SOTB)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4t!t 4 4 Q" Application Number: 11-00000044_—/' Property Address: 479985—RANCHO LA QUINTA DR APN: 649-740-016- - - Application description: STRUCTURES OTHER THAN BUILDINGS Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: .14000 Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Dater 1/11/11 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury hat I am licensed un r rovisions of Chapter 9 (commencing with Section 7000)ofDivi ion 3 of the Busin ss and Profession?s e, and my License is in full force and effect. Licen eClas . 8W2729-53 Li enseNo.: •656128 Date: � �L // ' ontractor: o 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 ,LicenseLaw(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 1$5001.: (_ 1 1, 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:l. ( _�) 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. , BAP.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 Name: Lender's Address: LQPERMIT 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' 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 EVEREST NATL IN Policy Number 7600006481111 1 certify that, in the perfo ance of the work for w c this permit is issued, I shall not employ any person in any manners as to be me subject o e is compensation laws of California, and agree that, if I shou eco !subject to a orkers' compensation provisions of Section 370 of the Labor Code, I hall oithwith c y with those provisions. ate: �2 pplicant: ,.... 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 Director of Building and Safety 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 shalldefend, 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 a ve informationIndri ect. I agree to comply with all city and county ordinances and state laws relating to building onstruc ion, aauthorize representatives of th' ;;41Z� o en upon the above-mentioned property for i specti n pur ate:/ 'nature (Applicant or Agent): Owner: KING ' 79985 RANCHO LA QUINTA DRIVE (j LA QUINTA, CA 92253 JAW 2011 1P, Contractor: _ TESERRA P.O. BOX 128,0 i''i2_":'•j ?'3: COACHELLA, CA 92236 (760)398-9222 Lic. No.: 656128 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury hat I am licensed un r rovisions of Chapter 9 (commencing with Section 7000)ofDivi ion 3 of the Busin ss and Profession?s e, and my License is in full force and effect. Licen eClas . 8W2729-53 Li enseNo.: •656128 Date: � �L // ' ontractor: o 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 ,LicenseLaw(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 1$5001.: (_ 1 1, 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:l. ( _�) 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. , BAP.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 Name: Lender's Address: LQPERMIT 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' 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 EVEREST NATL IN Policy Number 7600006481111 1 certify that, in the perfo ance of the work for w c this permit is issued, I shall not employ any person in any manners as to be me subject o e is compensation laws of California, and agree that, if I shou eco !subject to a orkers' compensation provisions of Section 370 of the Labor Code, I hall oithwith c y with those provisions. ate: �2 pplicant: ,.... 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 Director of Building and Safety 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 shalldefend, 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 a ve informationIndri ect. I agree to comply with all city and county ordinances and state laws relating to building onstruc ion, aauthorize representatives of th' ;;41Z� o en upon the above-mentioned property for i specti n pur ate:/ 'nature (Applicant or Agent): Application Number 11-00000044 Permit . . . BUILDING PERMIT Additional desc . .Permit Fee . . . . 153.00 Plan Check Fee. 99.45 Issue Date . . Valuation . . 14000 Expiration Date 7/10/11 Qty Unit Charge Per Extension BASE FEE 45.00 12.00 9.0000 THOU BLDG 2,001-25,000 108.00 Permit . . . ELEC-MISCELLANEOUS Additional desc . Permit Fee . . . . 15.75• Plan Check Fee 3.94 Issue.Date Valuation . . . . 0 Expiration Date 7/10/11 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 .7500 PER ELEC DEVICE/FIXTURE 1ST 20 .75 Permit . . . PLUMBING Additional desc '. Permit Fee . . 18.00 Plan Check Fee 4.50 Issue Date Valuation . . . . 0 Expiration Date 7/10/11 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 3:0000 EA PLB GAS PIPE 1-4 OUTLETS 3.00 Special Notes and Comments BBQ, FIREPIT, GAS & ELECTRIC TO APPLIANCES.GUNITE PAD FOR BOULDER WATER FEATURE. 2010 CODES. -----------------------------------------------------------------------.----- Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00 -ENERGY REVIEW FEE 9.95 Fee summary Charged Paid Credited -------------------- Due ------------------------------------- Permit Fee Total 186.75 .00 .00 186.75 Plan Check Total 107.89 .00 .00 107.89 Other Fee Total 10.95 .00 .00 10.95 Grand Total 305.59 .00 .00 305.59 LQPERMIT RANCHO LA QUINTA MASTER ASSOCIATION Arckitectural Control Committee January 6, 2011 Mr. and Mrs. Rex King 79-985 Rancho La Quints Drive La Quinta, CA 92253 Re: 79-985 Rancho La Quinta Dr . . Approval of Submission The Architectural Committee`reviewed`your submission. for the installation of a FP /Bar BQ/ waterfall/concrete overlay and submitted landscape plan. The submission. as presented is approved upon condition of:- The Committee requires the following: All .work is to be done. in accordance with all applicable requirements of governmental entities,' including the City of -La Quinta and in accordance with all. Homeowners Association architectural guidelines and governing documents. ® If applicable, a City of La Quinta building permit be obtained, and copy furnished to the Association prior to commencement of work. • No access from the Golf Course may be used., When the work has been finished,"please. return "Notice of Completion" to the Association Office. The Association's architectural consultant will perform a final inspection after receipt of such notice; when verification of the approved plan modifications have.been concluded, your Security Deposit will be processed for refund. Thanking you in. advance and if any questions please do not hesitate to call me at the on-site office 777.8807. Si e Mary E. W er, CCAM . Association General Manager 760.777.8807 fax 760.777.8961: Email : mwalker(d)drminternet.com cc: Architectural Comm. P.O. BOX 6419 -'LA QUINTA, CA 92248-6419 ° 760-777-8807 • FAX 760-777-8961 SUPPLY AND INSTALL NEW JANDY RS8 . ONE TOUCH PURELINK CONTROL SYSTEM NEW AHP, JANDY STEALTH WATER FEATURE PUMP ADJACENT NEIGHBOR J CITY OF LA QUINTA BUILDING & SAFETY DEPT, APPROVED FOR CONSTRUCTION DATE / (I.! -/l BY AY 14 D -p- INSTALLATION OF POOL SYSTEMS AND EQUIPMENT WILL COMPLY WITH SECTION 114 - MANDATORY REQUIREMENTS EXIT ALARMS TO BE INSTALLED ON ALL DOORS WITH DIRECT ACCESS TO THE POOL POOL HEATERS 1 PUMP EQUIPMENT SHALL BE INSTALLED PER MAI FACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS ALL DECKING EXPANSION JOINTS FOR REPRESENTAION ONLY, FIELD LAYOUT WILL VARY v SEER OEBOBT B •/.�f; c..'...: 'L'��! ;•c • .. SpRSNPOK ET091w0 N& EXLSTNO I 5 ADJACENT NEIGHBOR - IRAs My EQUIPMENT FENCING +� N y^'"`.. •.6: ,(' _. : . Mtn FIBNE TYPE TFORWA EA IBONf • �:••. _a„let,,.' ,:,?', ssx, T ? '' �' 'b� DUNITE aTSTE fE,EIbAL -f.- DEEP END RAMP — RBiWEe�WI EXTEND ad II .J': - �� _ •�I .C:-'rt�.%y4 \ .>•w-•� , r LOESFAT — �T Y IAN. O SPRI TYNE CANTILEVER OTHER MIC#?:"'::r �h�' ;.i ieSj-�{�, v k3; =`. �,•y. 1; :,~ p, ' c«+O '— — sALrsrsTEN AauAPUNE NDD ' .i: '.'� r4:...,: {"'a *�"'. '' '}n •-t!=a. - t-" .'1 ' � aB6-ffEBT� 10's8; • ,:;,A ; •`: .r •'`�' A; OWNER RESPONSIBILITIES •''L,':w_ -aA . y �T. 'E. i ? i ` §S8 7'y �4 •.. T OWN ) DEf6NNE INE APPROXIMATE BEVATION OF POOL OR SPA AT(AYOUTON DAY OF EXCAVATION. O _• :'�''� Y�La •Tc�Y [ M THE NOTICE TNATPOOL NO WIRIBIT LOGTIW ARE SUEET TOAQBFAMFOF LOCAL FERIAT DOPN CONCRETE alAT MT TWCTIME E DI FONCE R FOOR�WANDADAYS/ IEA S1�L 6 INSTALLED. w• t - '~''it , (4) ADM IHATTE688LL6 NOT RESPOII FOR IWtOROINDCONXTIO6OROEUEI AND ANY DAMAGE TO CURBS, SIDEWALKS, ORNMMILANQ W OOBI OBASI INE A0CF98NFA a ' I51 TEE KHAT ALL FLAILED, CITES, AND GARAGE DOORS MEET lOtll CO®PDR APOOLF3QOSIAE •IPI POOL SIEONTHYAFIFAPIA416LIFOLLONOBIIOILIIDNB-OONOTUSERIISLHOSE) M TAIENOIIDETHATTMORAWNGSTTE BQEPROPFRNOi 7EBH6UAIO1IWT ANYI1WRMOIR MUrTENPFUMMLFTFBWUBPR04WOSYUW. .�„.. , .. OVER APPROYFS PLAN POOL AND EDIN1F1R LOCATIONS NOIIL91H07NE IE8Ol®IIES NIDNOIICI;S A17dE . •.t 'N. SWATLKIN DAiE SWIMMING POOL PLAN FOR: NAME KING RESIDENCE L •'� •jY:.,? �' I `� STREET 79-985 RANCHO.A QUINTA DRIVE .�? ^'�L.;`•rq. ' ' •A.rc RANCHO:_,LA IN Cm LA DUINTA ADDRESS J T`,•kv�:j:f+tC.?':: 'W' •?,� w " PHONE OFFICE RES •:r `F;�::::: •.; �:: ` { ':} °. LOT TRACT PADS BOOK MAP BOOK PAGE NO. GTT• MAIL ADDRESS %r>�"± '"' -,•>` 'z;.•`;`,•" �7>•, - CONSTRUCTION OFFICE PHONE NO SCALE DATE DESIGNED BY PROJECT MGR E ^s,,A :•1 -II-10 NB GRAHAM :,t-• _ '> 4 _ 9 ALL EMRAF-rB FIRAEMCUM NBTAILATION LEETNO CURRENTSTAMVSSOF THE AMERICA J - SOCIETY FOR TFBTPq AND MATEFWS OR THE AMERICAN SODEN OF GECNANICAL ENIKERS IASLQ 1 REVISIONS l (� DATE' `0 5•xU :.a.q�i',i'�' ;}-�''�:x�i ELECTRICAL' EOUOOIQDW SOIIDPIG REQUIREMENTS SWI BE INSTALLED TO ELIMINATE VOLTAGE v: T, i'tir tt^f: GRADUMNT1EPOMAEAASPERCECMT.69M e AYBTyti .b:y,: ji•`T;'?•>_Av:4A �� .0 L/ 2007 CALIFORNIA BUILDING CODE ABASED ON EIOB KBE) v?i':•!'Y`'.�=:�''':-+'�°�'in'''. 2007 CALIFORNIA MECHANICAL CODE IBAS®ON iWBUYGI31 •:;� I 2007 CALIFORNIA PLUMBING CODE (BASEDON A08 UPC) �'>v;n+•.t`,-,��rr�y„•,.� N,.J, Y va A' 2007 CALIFORNIA ELECTRICAL CODE (BASEDW2000 NISI 4 2008 CALIFORNIA ENERGY EFFICIENCY STANDARDS 1 I -'O GMSUMUCODEBMTM4216z(L)(1)E%C®TNAABfiR EMY.AWPBMNRMM TOCONDUCT W ANY DUVATION SWI CONTACT TE APPROPRIATE FEIQ/AL NOTIFICATION CENTER. AT IEASI TWO y WORIWD DAYS, SLR NOT MOM TNAN 14 CALENDAR OAC$ PRIOR TO OOMMENCYNG THAT EXCAVATION.F THE EXCAVATION WILL BE CONDUCTED N NI AREA THAT IKNOWN.OR RFASONAILY SHOULD BE INOWN, TO Z R OPERATED BY THE EXCAVATOR F AIM RNCMJLTIHEKCAVATOR SWIL DELINEATE EATE WIWHITEE PTHAN THE UNDERGROUND FACLTIES AWW OTNER LJJ SUITAE E MARIWGS TINE ME TO BE EXCAVATED S ELECTION S Q CONSTRUCT 1 O N AUTHORIZATION STONE PLUM MOUNTAIN - PALLET TAGGED @ TRISTATE SALES FIELD TILE WA Li DIG BOULDERS SURFACE SELECT 0-1 PRE-GUNITE DECK COLOR RESTORA COLOR SAMPLE #12 z DANDY ONE TOUCH RSB WITH PUREUNK UNDERGROUND Z MASONRY PEBBIPLAS DOLPHIN BLUE PEBBLE TEC Y DECK SIGNATURE 564" '^ PRE -PEBBLE DRAINAGE Note L:OSL9OM�IILIOb NOF I11BIf909Ia ITON. bF mIBT6. GOLF^O�pcC COURSE -17 SPECIFICATIONS - V Lr �� 'y rME Rid S� pd X • NO EXISTING LANDSCAPE LIGHTING IN REAR YARD F' y BOULDER WATER FEATURE AT *30`' (MAX HEIGHT) WITH TWO UPPER BASINS, 1 SURFACE m • UTILITY LINES IN REAR YARD K " 51-8 NEW W FT. DEPTHS MIN. 7d MAX m a n NO EXISTING OVERHEAD - ' TWO BOULDER SPILLWAYS, AND TWO FOCUS LIGHTS,- _ -- - PERIMETER i Q S 7ase DEDICATED 3.0 HP PUMP WITH BALL VALVE FOR FLOW CONTROL 55 SO. FT. RESTORA TRFFIAG OVERLAY BDf�iS AND CAPS POOL 6 SPA COMBINED IAA SOFT I M FT. a o c ' - SQ FT. VINTAGE FIELD SPA SPECIFICATIONS TILE Jen - • 17 • Td r Td !� BD FI. AS LR FI.� TILETYPE WAIEIBIE Z % 6 S'AOAMWALLWQIN TLETRU 4 4 3'�'SB • NaRr a FD � u N m PEBBLE TEC INTERIOR FINISH WITH 8' RANDOM QUARTZITE _ UmR Tom° co Z STONE WATERLINE ADD THREE BOULDERS RAISED SAT +Q+um T .•g • EXISTING POOL EXISTING' O ECKING _ J > O as POOL LIGHT JUNCTION BOX r IM7SQ.FT BACNYARODECINGICAPS EXCAVATION / STEEL � g OO POOL LIGHT ON GROUND FAULT CIRCUIT INTERRUPTER TYPE — wATf"W MINI Cl O I " +30• • EXISTING SPA AT W WITH NEW RESTORA TRI -FLAG OVERLAY CAP AND FACE, 46S L FT. ENfRYwJAJLWAY ACCEMPROM STREET cwnLEVER NO 7t 6' RANDOM QUARTZITE STONE WATERLINE, AND RANDOM STONE I039Q FT. COURTYARD DECJQI6 sAE OEEDnO RAAP — mmaAw DECNOR/IB O • SLAB SPILLWAYS � G. RESTORA TRI -FLAG BORDER WITH VINTAGE FIELD + � w ASNE� EEW)VA LOAD Lp pa CRwG� No "1Ece MIl ,Owl .Yii4r• �ola�i� �►1i,A��n 3' 61941 �5 FMR. !64'-,•�'� �,F. _ J NEW COUNTIMPA 36' WITH �UREDIN PLACE CONCRETE SUB TOP AND y TFSSSARY ,TiE EElOYI19Y TRE RRIDATIONFIEWIVµ TESERRA Tax 6IEP E/rf YES TILE EASE BNO N VSMEM XLA B OC2 EN Circ ZO AO STUCCO PATCH GOLF BALL HOLES QdSB' ";' ';'' RESTORA TRI -FLAG OVERLAY, FLEXLIGHT, GRILL TO BE SUPPLIED BY OWNERS 3Y a Re — Rmave ,.. INSTALLED BY TESERRA,GAS AND ELECTRIC LOCATED NEAR BBQ ON FACE OF HOUSE • INSTALLED I. LKOweI1a *CITY CODE ALLOWS FOR THE COOKING HEAD TO BE IN THIS LOCATION "— rasa — FB 'o:' +'•' y'Y `'�,' 7 , N• III 7PR8. WATS(FALLCURTAIN - • 64• TAINEIPOBN EXISTING 7 � ' Q „ n FM POOH MASONRY C6Iq 7YFE O ' .t • 1.. ' _ - - flr• • • CENID6RAELFACNG I N4WAYTYfE T— O— NESIAB APER l^� id 0 ._.g WCAPHR EAG t S— PLUMBING STEPS AND RA�OM QUARTZITE STONE VENEER FACE A: _ CAASLWE (p - RRD EING Js� CROPFAT.VM8 PLNnnWALL RUNNING ,.;o'a•. 1�ALI J BDORRIv —S Tow. WALLS ' � 1 MSPi(ANY 8 35P — RaEPT ~. ADDLPUMP S. CUT EXPANSION JOINT BETWEEN EXISTING EQUIPMENT BLINDWALL - = : , s * -L � ; e`' ri JANDY RSB ONE TOUCH CONTROL PAD SAW CUT 1 DEMO CHANNEL AND REPOUR IEYTER EISTNO WE — ��� T�� TT EOMPURaJW •BBOPER PLAN ^W m AND HOUSE, CAULK AND PAINT �f> ; �. <, r CONCRETE AS NECESSARY FOR THE INSTALLATION OF THE JANDY CONTROL WIRE CONDUIT BAR PANEL eRw+oaav+TmE TONE Wk AC A»aaGREIs _ SmNERTrPE TFro AC b } FU LEE EXISTING PEBBLE STER LIOMIS POa INSTALL NEW JANDY 2.OHP12SPEED CIRCULATION PUMP • 'A''i �'. �- r -Aii'i;.' -. GABWE EXISTING STEINS FOUMRAIISIBPRAYIFADS PER PIAN WOH2•WOW UINfB tFA RSIEU Li0108F/FM SEMMVA SUPPLY AND INSTALL NEW JANDY RS8 . ONE TOUCH PURELINK CONTROL SYSTEM NEW AHP, JANDY STEALTH WATER FEATURE PUMP ADJACENT NEIGHBOR J CITY OF LA QUINTA BUILDING & SAFETY DEPT, APPROVED FOR CONSTRUCTION DATE / (I.! -/l BY AY 14 D -p- INSTALLATION OF POOL SYSTEMS AND EQUIPMENT WILL COMPLY WITH SECTION 114 - MANDATORY REQUIREMENTS EXIT ALARMS TO BE INSTALLED ON ALL DOORS WITH DIRECT ACCESS TO THE POOL POOL HEATERS 1 PUMP EQUIPMENT SHALL BE INSTALLED PER MAI FACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS ALL DECKING EXPANSION JOINTS FOR REPRESENTAION ONLY, FIELD LAYOUT WILL VARY v SEER OEBOBT B •/.�f; c..'...: 'L'��! ;•c • .. SpRSNPOK ET091w0 N& EXLSTNO I 5 ADJACENT NEIGHBOR - IRAs My EQUIPMENT FENCING +� N y^'"`.. •.6: ,(' _. : . Mtn FIBNE TYPE TFORWA EA IBONf • �:••. _a„let,,.' ,:,?', ssx, T ? '' �' 'b� DUNITE aTSTE fE,EIbAL -f.- DEEP END RAMP — RBiWEe�WI EXTEND ad II .J': - �� _ •�I .C:-'rt�.%y4 \ .>•w-•� , r LOESFAT — �T Y IAN. O SPRI TYNE CANTILEVER OTHER MIC#?:"'::r �h�' ;.i ieSj-�{�, v k3; =`. �,•y. 1; :,~ p, ' c«+O '— — sALrsrsTEN AauAPUNE NDD ' .i: '.'� r4:...,: {"'a *�"'. '' '}n •-t!=a. - t-" .'1 ' � aB6-ffEBT� 10's8; • ,:;,A ; •`: .r •'`�' A; OWNER RESPONSIBILITIES •''L,':w_ -aA . y �T. 'E. i ? i ` §S8 7'y �4 •.. T OWN ) DEf6NNE INE APPROXIMATE BEVATION OF POOL OR SPA AT(AYOUTON DAY OF EXCAVATION. O _• :'�''� Y�La •Tc�Y [ M THE NOTICE TNATPOOL NO WIRIBIT LOGTIW ARE SUEET TOAQBFAMFOF LOCAL FERIAT DOPN CONCRETE alAT MT TWCTIME E DI FONCE R FOOR�WANDADAYS/ IEA S1�L 6 INSTALLED. w• t - '~''it , (4) ADM IHATTE688LL6 NOT RESPOII FOR IWtOROINDCONXTIO6OROEUEI AND ANY DAMAGE TO CURBS, SIDEWALKS, ORNMMILANQ W OOBI OBASI INE A0CF98NFA a ' I51 TEE KHAT ALL FLAILED, CITES, AND GARAGE DOORS MEET lOtll CO®PDR APOOLF3QOSIAE •IPI POOL SIEONTHYAFIFAPIA416LIFOLLONOBIIOILIIDNB-OONOTUSERIISLHOSE) M TAIENOIIDETHATTMORAWNGSTTE BQEPROPFRNOi 7EBH6UAIO1IWT ANYI1WRMOIR MUrTENPFUMMLFTFBWUBPR04WOSYUW. .�„.. , .. OVER APPROYFS PLAN POOL AND EDIN1F1R LOCATIONS NOIIL91H07NE IE8Ol®IIES NIDNOIICI;S A17dE . •.t 'N. SWATLKIN DAiE SWIMMING POOL PLAN FOR: NAME KING RESIDENCE L •'� •jY:.,? �' I `� STREET 79-985 RANCHO.A QUINTA DRIVE .�? ^'�L.;`•rq. ' ' •A.rc RANCHO:_,LA IN Cm LA DUINTA ADDRESS J T`,•kv�:j:f+tC.?':: 'W' •?,� w " PHONE OFFICE RES •:r `F;�::::: •.; �:: ` { ':} °. LOT TRACT PADS BOOK MAP BOOK PAGE NO. GTT• MAIL ADDRESS %r>�"± '"' -,•>` 'z;.•`;`,•" �7>•, - CONSTRUCTION OFFICE PHONE NO SCALE DATE DESIGNED BY PROJECT MGR E ^s,,A :•1 -II-10 NB GRAHAM :,t-• _ '> 4 _ 9 ALL EMRAF-rB FIRAEMCUM NBTAILATION LEETNO CURRENTSTAMVSSOF THE AMERICA J - SOCIETY FOR TFBTPq AND MATEFWS OR THE AMERICAN SODEN OF GECNANICAL ENIKERS IASLQ 1 REVISIONS l (� DATE' `0 5•xU :.a.q�i',i'�' ;}-�''�:x�i ELECTRICAL' EOUOOIQDW SOIIDPIG REQUIREMENTS SWI BE INSTALLED TO ELIMINATE VOLTAGE v: T, i'tir tt^f: GRADUMNT1EPOMAEAASPERCECMT.69M e AYBTyti .b:y,: ji•`T;'?•>_Av:4A �� .0 L/ 2007 CALIFORNIA BUILDING CODE ABASED ON EIOB KBE) v?i':•!'Y`'.�=:�''':-+'�°�'in'''. 2007 CALIFORNIA MECHANICAL CODE IBAS®ON iWBUYGI31 •:;� I 2007 CALIFORNIA PLUMBING CODE (BASEDON A08 UPC) �'>v;n+•.t`,-,��rr�y„•,.� N,.J, Y va A' 2007 CALIFORNIA ELECTRICAL CODE (BASEDW2000 NISI 4 2008 CALIFORNIA ENERGY EFFICIENCY STANDARDS 1 I -'O GMSUMUCODEBMTM4216z(L)(1)E%C®TNAABfiR EMY.AWPBMNRMM TOCONDUCT W ANY DUVATION SWI CONTACT TE APPROPRIATE FEIQ/AL NOTIFICATION CENTER. AT IEASI TWO y WORIWD DAYS, SLR NOT MOM TNAN 14 CALENDAR OAC$ PRIOR TO OOMMENCYNG THAT EXCAVATION.F THE EXCAVATION WILL BE CONDUCTED N NI AREA THAT IKNOWN.OR RFASONAILY SHOULD BE INOWN, TO Z R OPERATED BY THE EXCAVATOR F AIM RNCMJLTIHEKCAVATOR SWIL DELINEATE EATE WIWHITEE PTHAN THE UNDERGROUND FACLTIES AWW OTNER LJJ SUITAE E MARIWGS TINE ME TO BE EXCAVATED S ELECTION S Q CONSTRUCT 1 O N AUTHORIZATION STONE PLUM MOUNTAIN - PALLET TAGGED @ TRISTATE SALES FIELD TILE WA Li DIG BOULDERS SURFACE SELECT 0-1 PRE-GUNITE DECK COLOR RESTORA COLOR SAMPLE #12 z DANDY ONE TOUCH RSB WITH PUREUNK UNDERGROUND Z MASONRY PEBBIPLAS DOLPHIN BLUE PEBBLE TEC Y DECK SIGNATURE 564" '^ PRE -PEBBLE DRAINAGE Note L:OSL9OM�IILIOb NOF I11BIf909Ia ITON. bF mIBT6. � #3'S AT 3, 3, 61 D.C. #3.S AT #3'S AT 60 O.C. 6' O.C. #3'S AT #3'S AT *3'S AT 5' 6' O.C. 6' D.C. 4* D.C. AT 03'S AT #3'S AT #3'S AT 6' L 12 SCHEDULE -1 PRE -CAST COPING 1000# MAX. WALL VERT. R DX RADIUSCONIC. COW. DECK[ DECKING HAS HASTIC EXIST. I HOME GENERAL NOTES TH S EE STEEL SLOPE 1/8' TO TYPICAL BOND OEM STEEL X EXPANSION JOINT FOZE OR St I. THIS STANDARD STRUCTURAL PLAN MUST ACCOMPAMED IN FEET POOL FIN. GRAM ME F FOOTING BE BY A CLEAR PLOT PLAN SHOWING. 6* # 3 Ol AT 12*• WATER SURFACE- DEPTH 3'-6' 1* -0* SCHEDULE 2 TV BOND BEAM W/ &-03 BARS WATER SURFACE --\ 'LT POOL ANWOR SPA SHAPE. DEPTH AND DISTANCE TO PROPERTY LINES. SLOPES. RETENTION BASIMS, STRUCTUREM FENCES AND WALLS. PLOT RAN MUST SHOW SURFACE DRAINAGE #3 4'-0* 1'-0* CLR. 2 ri, --- AWAY FROM POOL 6- 11 AT - - - - - - - - - #3 VERT. BARS PER SCHEID *A* - 5'-0' 1'-6' "3 TYP. BOND BEAM #3 VERT. BARS AT 6- D.C. I]FOR DEEP END RAMP ONLY) to I/?, X 31 FE 2. REPRESENTATIVES OF THE FLYING BUTTRESS HAVE NOT INSPECTED THE SITE AND ARE RELYING ON INFORMATION PROVIDED BY THE CONTRACTOR OR 004ER TO DETERMINE THE 6' *3 - AT 12' 2 7 AT #3 Hmiz BARS 12. O.C.- 5'-6* 2'-W W COMPACTED 3 HORIZ. BARS THROUGHOUT AT I?' D.C. COMPACTE SOIL 4!f FOR TYPICAL WALL THICKNESS SEE DETAIL 1 APPLICABILITY OF THIS STANDARD POOL PLAN FOR THE ACTUAL SITE: 3, THIS IS A GENERIC POOL MAN, DESIGNED I. POOL CONSTRUCT" 11 POROLII, WELL... #3 THROUGHOUT -O' L61 SOIL , I W i EXPANSION JOINT NON-WANSIVE, COMPACTED OR NATIVE SOU_ IT IS THE RESPONSIBILITY OF THE HOMEOWNER 6, AT 12* Oii AS FFO 0 BY CITY 6'-6' 3'-0* ONE STORY HOUSE. i OR - Q�� ALL DECKING ADJACENT TO W. OR POOL CONTRACTOR TO VERIFY SOILS CONDITIONS PRIOR TO CONSTRUC710N. - 1. *3 1 - At Iz, SEE DECKING NOTES - - - - - STOP EXTRA STEEL - - - 3'-W 7'-6* W -O' b 5* GARAGE FOUNDATION OR -FT. HIGH BLOCK NjjL r [ODD LB/FT MAX. LOAD OR PERMANENT STRUCTURES SMALL BE SEPARATED BY A I/? 4, THIS PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM DiSSIMD AR SOIL CONDITIONS UNDER THE POOL, SUCH AS CVT-FtU. TRAMSATIGNS. #3 -COMPACTED SOIL IL• S. CIA- MIN. JOINT OF NON -EXPANSIVE. 5. SHOLLD SITE CONDITIONS VARY FROM THOSE COVERED BY THIS STANDARD POOL PLAK 17 IS B' 5' 8'-0' 4'-6' NON -POROUS FELT OR SIMILAR MATERIAL. AT 6- WALL THILKM55 TU BE UL 8'-W i:L 33. PLACE ADD'L VERT.'STEEL THE RESPONSIMUTY OF THE CONTRACTOR OR THE HOMEOWNER TO OBTAIN APPLICABLE #3 CHANGED UNIFORMLY ir IN WALL IN ACCORDANCE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. - 8* AT 6* 6 -- - - - - - - C. #3 AT IZ* O.C. BOTH WAYS 6. Tic FLYING BUTTRESS REDDNMgm THAT THE HOMEOWNER OR POOL CONTRACTOR OBTAIN #3 IN POOL BOTTOM. ;o VERTICAL STEEL REO'D FOR SURCHARGE LOAD I A SOUS REPORT. 7. THE STANDARD FOOL PLAN IS NOT 91TENDED TO BE APPLICABLE TO NON-STRUCTURAL ITEM AT 4* FOR POOL DEPT) OR CENTER ALL STEEL aA m P@ 3 P@3 IN GUNITE #3 AT 6* D.C. VERT. 3' TO 5! 5' TO 7' T -a INCLUDING BUT NOT LIMITED TO FUMING. ELECTRICAL. GAS PIPING. FENCING, AND CONCI&TE AT 4' -fffiEATAAff- BARS IN RADIUS 33* MAX. 3'-0' MIN. #3 AT 4' D.C. 03 AT W 0 C. AT 3* D.C. .4 DECKING. W -O' MINe #3 AT 3' D.C. #4 AT 3- D.C. I S. THIS PLAN IS NOT VALID WITHOUT ADDITIONAL SURCHARGE DETAILS WHEN THE FOLLOWING • 2 51-0* MIN. #3 AT 4' D.C. #4 AT 4* D.C. I CONDITIONS APPLY PER IBC FIGURE 1805.3.1 FOR STRUCTURES LOCATED CLOSE TO TYP. POOL REINFORCEMENT 18* MIN SHALLOW OR DEEP END RAMP 18' lN. 6'-W MIN. #3 AT 4* D.C. #4 AT W D.C. I THE TOP OF SLOPE. TRANSITION \Z./ T1 ANSITI IT BUILDING ZUKLNAKUt BLANK MEANS NO SPECIAL THICKNESS OR REINF. REQUIRED. EGUALS POOL 'D' DEPTH OR H/I. X. HT (GREATM DIST. :' S CONTROLS) 12' SPECIAL ENGINEERING REO'D *"D' POOL OR SPA MIN. WALL VERT. PRE -CAM COPING FOR RAISED PLANTER 12' VARIES 12" NOTE: THICKNESS DEPTH' STIL SPCG. IN FEET �_ � VERT. CONIC. DECKING DEPTH NOT APPLY IF DOES NOT APPLY IF '0' L #3 VERT AT 6* O.C.AND #3 TIES AT TOP BOTTOM VERIFY DIRECTION OF SL 0 FIN* IN FEET FIN. GRADE TER THAN .16 INSIDE FACE OUTSIDE FACE OF POOL WALL DAM WALL BEVEL WITH WATER FEATURE 6* Ol 41P- WATER SURFACE IF 'X' OR '0' IS LESS THAN 7'-0', THEN POOL WALL MET BE CAPABLE OF SUPPORTING THE WATER 3" E DESIGNER'S NOTES• 6' 343 TYP SCHEDULE- 3 *3 VERT. BARS AT IZ* D.C. IN THE POOL WITHOUT SOIL SUPPORT PER SEC. 1805.3.3. USE DETAIL #4 ELEVATED POOL WALL. D 3. CCR. CCR, �CLFL, AND DETAILS. �O No Biiim SURFACE Z HOiIZ BARS AT IZ'O.C.POOL SOIL CONDITIONS 2' MIN 3- 61 2. BOND THROUGH L 2LOLT!_ DEPTH D D 1 2 2! TOP OF SLOPE rL 0 ORI #3 Z. AT HORIZ. O.C. (TYP.T 12 ' 0. 3-CLR 3* CUR 6: 311, •IIIIVERI� WMIN GARS _ 'L BAR� AT 1�2�0 F 3. 'NEW'fLL - - 31-W 77 I. SOIL SMALL RAVE A MINIMUM BEARING VALUE OF 1500 PSF. 2 EQUIVALENT FLUID PRESSURE = 35 PCF mAxem., X�LI #3 VERT. AT 6* 4 SOIL - R!K - - - - - - - - - - - - 17, 7 3' RA RAISED PLANTERS LOCATED ADJACENT TO THE POOL WALL EXERT A SURCHARGE LOAD ON • H 41 D.C. (TYP.) *506' 5* CUR, ' #3 HORIZ. BARS AT 12' D.C. OUT 4. 71v -D THE POOL STRUCTURE THAT EXCEEDS 55 PCF. SPECIAL ENGINEEMNG IS REQUIRED FOR I,%TL #3 VERT. AT -0 6- 306 5- - - - - - - . : - - DQ b 6'-W 7* S' THESE CONDITIONS. H 1/6 OR 4' D.C. (TYP.)• #3 VERT. AT 6' O.C. STOP �_�T ;;L I Fmi AUU'L 5- -- - 4. WHEN GROUNDWATER 15 ENCOUNTERED DURING EXCAVATION OR WHEN THE POOL DEPTH 7 -FT. Hit TjtPPF a. 6- - - -VERT. STEEL- - - - NAT. GRADE EXCEEDS THE LOCAL WATER TABLE. A HYDROSTATIC RELIEF VALVE IS MILARED IN THE #3'S AT - '12' 12' TO DAYUGHT AT DESCENDING SLOPE st 3- �Lj 03 MORIZ. AT 12' D.C. #306' 10, PLACE ADD'L *3 BAR AT WO.C. 6' - DEEPEST LOCATION OF THE POOL. 5. THE POOL DECK AND YARD AREA SUIRROLINDING THE POOL SMALL SLOPE AWAY FROM THE POOL D.C. HORIZ. (TYP.) § #3's AT 12, . . . E.W.to, 7' *304 -STOP SECOND ADD' VERT. STEEL - - - � 4- _19"ll *T 6' D.C. -PER TABLE AT LEFT 7' STRUCTURE AND PROVIDE 2.0% MINIMUM SURFACE RUNOFF. VERTICAL STEEL: X -BARS INSIDE FACE •D.C. #3'S VERT. T . . . . . . . 8' #3041 -KEEE.W-CLEAR FROM EARTH -SIDE FACE OF WALL F� BOTTOM 6. CONTRACTOR OR Hm*DwwER SNALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AT THE JOB SITE 2- 3. 4' S' #3'S AT 3, 3, 61 D.C. #3.S AT #3'S AT 60 O.C. 6' O.C. #3'S AT #3'S AT *3'S AT 5' 6' O.C. 6' D.C. 4* D.C. AT 03'S AT #3'S AT #3'S AT 6' 7S O.C. . 6. D.C. , 4. D.C. , 4. O.C. 8 r O�*S AT 12, D.C. 12' AT IZ'O.C. AS SHOWN #5 AT IZ' D.C. EXTRA STEEL SPECIFICATIONS EACH WAY (TYP.) #4@6' -- - - - - - - - I . X . I 3' CLR o- TYP. POOL BOTTOM VERT. STIL. IN RADIUS 1. IREINFORCING BARS: ASTM A-615. GRADE 40, FY= 40 KSI. #404- IB' MIN. 2. ALL REINFORCING BARS TO LAP 40 BAR DIAMETERS AT SPLICES W BAR = 18- LAP MIN.). -4 1, L4 3. ALL REINFORCING AS SHOWN ON THE DRAWINGS SMALL BE SUPPORTED TO MAINTAIN VARIES FILL ADJACENT TO POOL - DEEP END TRANSITION 3' MINIMUM CLEARANCE BETWEEN STEEL AND EARTH. 4. MINIMUM CLEARANCE BETWEEN PARALLEL BARBA 2-112*. INFINITY EDGE RAISED BOND o=Am TRANSITION bUNITE QPECIFICATIO-- ( UMATI.CALLY PLACED COMPETE) 4 ELEVATED POOL WALL I. MINIMIUM COMPRESSIVE STRIEN I GTH AT 28 -DAYS: F'C = Z500 PSI. 2. GLR41TE MUST BE. IN CONFORMANCE WITH CBC AND IBC %F.C. 191 3. CEMENT SMALL cowcw To ASTM C-150. 3' 4. USE TYPE V PORTLAND CEMENT IN AREAS S WITH MTHAN 2% SULFATE COW . TENT TO WET -0' TO WET SURFACE TIF W. WALL SURFACE OF POOL • CONSTRUCTION CODES AND AS DIRECTED BY LOCAL BUILDING CODES. CONC. DECKING APPROVED SEAL 6 LEVEL BOND• 5. KEEP GuRITE DAMP CONTINUOUSLY FOR 14 DAYS. EXPANSION JOINT BEAM W 9* MIN. THICKNESS BUILDING AND SAFETY: • IBC 2009, CBC 2010 -6. ALL INTERIOR SURFACES OF POOL AND SPA SMALL BE COATED WITH A WATERPROOF FIN. GRADE �. I. CONC. SLAB PRE -CAST COPING 15 US. FELT OR WITH USE DOUBLE CURTAIN CONCRETE (GUNITE OR SHOTCRETEk ACI 316-08 WATER ACE- 1. MIL VISQUEEN GROUT BEFORE DECK OR I CAP #3 VERT. RARS CK 6* MIN. 243 BOND SM. FOR IN GTR. SILICA rLASTER PER NATIONAL SPA AND POOL MTITVTF STANDARDS. E 43 BOM0 88M. AT Ir D.C. DE THAN 0* STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS: ANSI/IPSP-5 2003 7. GRoLmm PER N.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED EACH FACE OR STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS., ANSI/APSP­3 1999 PRIOR TO PLACEMENT OF GUNITE. 3 BARS T -3' CUR• DECK WATER SURFACE PLASTEIR: NATIONAL PLASTERERS COUNCIL, TECHNICAL MANUAL. B. GuNiTE SMALL BE PLACED AGAINST UNDISTURBED SOIL OR BUILDING DEPARiMENT -1 - REVISED JANUARY 1998 IY (SLIPSHE T) POURING DECK 2 BOND BEAM TYP.fl1 APPROVED 90% COMPACTED FILL. #3 VERT. BARS AT 12' O.C. __4 18* GUMS @ I D.C. WORKMANSHIP STANDARDS., NATIONAL SPA AND POOL INSTITUTE. JUNE 1996 0 TA - 9 #3 AT 6' O.0 3;;. AMERICAN NATIONAL STANDARD FOR PUBLIC SPAS APSP-2 1999 DECKING RECOMMENDATIONS #3 HORIZ. BARS AT ;6 TILE MASTICAAA VERT. STEEL'* SWIMMING POOLS 2- D.C. THROMLIGHOUR 41L_ AMERICAN NATIONAL STANDARD FOR RELIC ANSI/APSP-1 2003 I. DECKING CONSTRUCTION IS SHOWN AS RECOMMENDED MINIMUM w 343 BARS *3 STRAIGHT WALE AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE AND AT BOND BEAM 4 ;0 rl� CONSTRUCT BONDING GRID. BONDING GRID. TILE A - 21A ANSI/APSP-7 2OD6 DOES NOT D84MSMTE A SYSTEM THAT WILL RMT HEAVING MR TO SOIL EVAMION. #3 BARS WORKMANSHIP GUIDELINES AND PRACTICES FOR RESIDENTIAL THE FLYING BUTTRESS DOES NOT ASSUME ANY LIABILITY REGARDING DECK CONSTRUCTION. NAT. GRADE. AT 12 O.C.2. THE POOL DECK AND YARD AREA SURSIOUNDING THE POOL smAu sLope AWAY FROM THE EACH WAY PLASTER 3 BARS AT MO�C. INGROUND SWIMMING POOLS AND SPAS APSP 2005 OR EACH IN 4 CURRENT INDUSTRY PRACTICES PER THE ASSOCIATION OF POOL & SPA PROFESSIONALS POOL STRUCTURE AND PROVIDE 2.0% SURFACE RUNOFF. OR #3 VERT. BARS 6- TYP. FLODR'� 6' X 6' 10 GA. AT 12' D.C. SECTION WITH 1 ANY APPLICABLE LOCAL ORDINANCES 18, MIN. W.W.F. 6- X 6* / 10 GA. PLASTER I , (APSP) (703) 838-M (www.APSP.opG) 3. EXPANSION jDDm IN uEaKs AND cwm SMALL BE MADE WATERTIGHT WITH AN APPROVED TRANSITION OR W.W.F. RAISED SPA AT 12'O.C. E.W. 0 PERMANENT RESILIENT SEALANT. Ir #8 AWG BARE OR 4. ALL DEcKiNG ADJACENT TO WALLS OR PERMANENT STRUCTURES MUST BE SEPARATED WITH MIN. #8 AWG SOLID #8 AWG AID. BARE IN. #8 AWG SOLID SEE TYP, POOL HEALTH AND SAFETY NOTES COPPER WIRE GRID. COPPER BOND WIRE COPPER WIRE GRID COPPER Bow WIREA 112' HIM. MON-EXPANSIVE, NON-FOROUS FELT OR SIMILAR MIATERIAL AT Q' O.C. EACH WAY ATTACHED TO POOL STEEL AT IZ'O.C. EACH WAY ATTACHED TO POOL NOTE: PROVIDE (2) ANTI - VORTEX SECTION • 1. POOLS WITH DIVING BOARDS SMALL WET THE MSM 04VNG POOL G - EOMETRIC STANDARDS S. LEVEL TOP OF BOND BEAM WITH AamA GROUT AND PLACE 15# BUILDING FELT OR 4 MIL. (WWW.THERMOCRAFTONUmE.00M) . SHELL AND DECK (www.Twjr4mFTot&DE.com) STEEL DRAINS. ONE LOCATED IN SPA FLOOR AND OR LOCAL CODES.' VISQUEEN ON TOP. DECKING MATERIAL MLIST NOT TOUCH COPING 0 R DOW BEAM. . 1 'BONDING GRID SHELL AND DECK AND ONE LOCATED ON SIDE OF SPA SEAT FILL ADJACENT TO POOL, REO'D PER 2007 CALIF. REO'D PER 2007 CALIF. BONDING GRID 3' ABOVE SPA FLOOR. PER tAPMO POOL 2. PUBLIC POOLS REOLtRE CCUNrT HEALTH DEPARTMENT APPROVAL Aj;D pmISIDNs FOR ELEC. CODE AND SPA CODE. ASSISTIVE DEVICES FOR Tit DISABLED. HOMEOWNER & SHALLOW END ARTICLE 680 ELEC. CODE &I�A ADJACENT TO POOL ARTICLE 660 3. SIGNS AND SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE wrTm UOCAL CODES. I. KEEP CANITE DAMP COMT;&OUGLY FOR 14 DAYS AFTER INSTALLATION. STANDARD COPING AND TILE TYPICAL CANTILEVER DECK 4. POOL PEKING SMALL BE INSTALLED 04 ACCORDANCE WITH ALL LOCAL CODES. 2. DD NOT TuRH POOL OR SPA uGmt ON WHEN POOL Is EmPTY. 0 -5. PRIOR TO FILLING, THE POOL ANDfOR SPA SMALL BE COMPLETELY ENCLOSED BY A 5 -FT. 3. Do NOT LEE A BLACK REBER HOSE WHEN FILLING POOL (IT STAINS THE PLASTER). TIE A %.2:./ - . # 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. T' BOULDER WT. SELF-CUMING AND SELF-LATCMNG WITH LATCH A MIN. OF 5 -FT. HIGH. WHERE THIS L. TREES AND DSM LANDSCAPING LOCATED CLOSE TO THE POOL MAY EVENTUALLY PRODUCE (MAX. WT. = 185 PCF) VARIES FROM LOCAL CDOES..THE LOCAL CODES SMALL PREVAIL • 12'2! 6. POOLS SMALL BE EQUIPPED WTTH A FILTERING SYSTEM AND TWO MAIN DRAM. ROOTS THAT CAN PLAIT AGAINST THE POOL WALL OR CAUSE THE DECKING TO LIFT. THE MIN. BOW BEAM MAY CRACK AND THE TILE MAY POP OFF AS A RESULT. INSTALLATION OF A 7. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT. 10'-0* MIN. S. ALL EmiWKENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN ROOT GUARD WILL HELP PREVENT THIS FROM OCCURRING. 43 BARS AT 6' 12- w !F I . 233 ON BEND BD D.C. EA. WAY WATER LEVEL - ACCORDANCE WITH LOCAL REGULATIONS. BARS BEAM STEEL PAD SI ---------- 9. ANY METAL WITHIN 5 -FT. OF POOL EDGE MUST RE c4opm PER THE N.E.C. NOTE: BY THE USE OF THIS PLAN THE USER ACKNOWLEDGES THAT HEIS14E HAS READ AROUND ZE HICKNE 1. AND UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 8' MIN. T RI-'-6'MAX NICHE STEEL REINF. TOP OR R -I' -O` MIN. CONDUIT E SLOPE 6- 1. 'X ARS i. TOE OF THIS PLAN IS THE WORK OF THE ENGINEER AND SMALL P40T BE REPRODUCED. COPIED. OR OTHERWISE USED I C47 3- CLR. 0 3'�O- ADD WITHOUT HER PERMISSION. . _!E2 CLR. ;0 C.7!E2 SECTION #3 BARS AT 12- D.C. LONGITUDINAL LAP 24' 0 RANSITION DOWEL INTO EXISTING THIS PLAN 13 INTENDED FOR USE IN THE FOLLOWING CITIES ONLY:. 6' MIN. POOL WALL OR 18' LAP PALM DESERT. PALM SPRINGS, CATHEDRAL CITY. RANCHO MIRAGE. THOUSAND PALMS. r• SPA FLOOR WITH RECESSED 12' D.C. BOTH AR' FLOOR EPDXY L UINTA, DESERT HOT SPRINGS. INDIAN WELLS. BERMUDA MINES, YUCCA VALLEY, AND INDIO #3 AT 6' D.C. LIGHT ADHESIVE FOR POOL 2* TO 5* DEEP TABLE I LOCATE DRAINS EQUAL DISTANCE f- SPECIAL z 6* MIN. APART FROM OUTLET PIPE. NOTE, INSTALL HYDROSTATIC WITH 8 REINFORCE GUN' PROVIDE (2) ANI , I -VORTEX DRAINS WAYS WITH NSPI-APPROVED SUCTION COVERS. BOTH WAYS rATIC IA. AND AROUND NICHE . 1��TION 13 is S' ZEI AD SIZE 'Wl 'D*. I STEEL .1 BOULDER 36' SO. 1 12* 1 05 I 'MIN. ROCK PACK AT LOW POINT WHERE REOUIRE POOL NO SPA STEEL REINFORCING PLAN 8 1 36- DIAM. I ZWVIFI 48- SU. 1 12- 1 #3 AT 6- 0 BY HIGH WATER TABLE. • LAP (TYP. 6- MIN. 0 243 BARS C. 1 48- DIAM. 16190# 1 _60' SO. 1 12- 1 #3 AT L' O.C. LOCATE MAIN DRAINS AT LOW POINT. EXISTING POOL - f MAIN DRAIN PIPES SMALL NOT WALL POOL C HOMEOWNER: q! RECESSED FOR POOL 5'-6' TO B* DEEP SaD-12- I - - - TABLE 2 X. BARS ENCROACH INTO GUNrrE SMELL. LIGHT BOLDER SIZE I 7- PAD SIZE -Wl 'D' I STEEL D.C. VERT. AND ADDRESS. ELEVATION NICHE. PLAN I Z4- DIAM. 1 777# 1 36- SO. 1 14- 1 03 AT 3- D.C. ALTERNATE:*.3 DOWELS AT I? V\ HORIZ. (MAX. TYP.) OR USE -r r r 1 36* umm. I zwy;Fl w w. 1 14- 1 #4 AT 6- D.C. EXPOSE EXISTING STEEL SPACING IN DETAIL #1 FOR POOL 48- DIAM. 16198# 1 60' SO. 1 14- 1 #4 AT 4. D.C. TYPICAL, LONGITUDINAL SECTION STEEL AND LAP DEPTH GREATER THAN 4 FEET. SKIMMER NICHE DETAIL 16 18' MIN. 7 PLAN VALID ONLY WITH A SECTION AT LIGHT BOX 14 �ULDER ON BOND BEAM RETROFIT TIE STEEL' DA BLUE WET STAMP AND ENGINEER'S SIGNATURE TEL. NO.: )ONO.: IN BLACK INK ON PLAN AVR 10-06609 Bin # City of La •Quinta .Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # I\, Project Address: — gg "Owner's Name: <11A) G A. P. Number: Address: 7 _ LACpv. Arra -b Vp Legal Description: City, ST, Zip: (A vLArr CA S Contractor: —7— Telephone: Address: Rr.QD uE Project Description: City, ST, Zip: CA+ ZZ3 6 E W(� ,J Telephone: v Z 22 6 9 3 8 9 © s State Lic. # : 65(.12-9 City Lic. # _3 U 'FA D Arch., Engr., Designer: A _F_— Address: City, ST, Zip: Telephone: ic. #: Construction tT Occupancy: Type: e: P Y nState ProJe c Pe (circle one):: New thAlter Add' Repair Demo Name of Contact Person: v o .H Sq. Ft.:. # Stories: # Units: Telephone # of Contact Person: 76 p ?-So (1q Estimated Value of Project:. p p p APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted l Item. Amount Structural Calcs. 'Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Cales. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2'4 Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '"' Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr• Date of permit issue School Fees Total Permit Fees