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BPOL2016-012078-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 , Application Number: BPOL2016-0120 Property Address: 57925 BARRISTO CIR APN: 762500013 Application Description: JOHN RETALAS / POC Property Zoning: Application Valuation: $30,000.00 Applicant: KANCUN POOLS AND SPAS INC 80-554 WILLOW LN INDIO, 0192201 T4'�p 4 4& Q" DESIGN & DEVELOPMENT DEPARTMENT BUILDING -PERMIT FAUG.16 2016 CITY QF LAQUINTA VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: MURRIETA APARTMENT INV 37 400 E RINCON STE 105 CORONA, CA 0 Contractor: KANCUN POOLS AND SPAS INC 80-554 WILLOW LN INDIO, CA. 92201 (760)397-7699 Llc. No.: 987978 Date: 8/16/2016 LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter I hereby affirm under penalty of perjury one of the following declarations: 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, I have and will maintain a certificate of consent to self -insure for workers' and my License is in full force and effect. compensation, as provided for by Section 3700 of the Labor Code, for the performance License Class: C53 License No.: 987978 of the work for which this permit is issued. ` owI have and will maintain workers' compensation insurance, as required by Contractor:( JY1 cy 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: OWNER -BUILDER DECLARATION Carrier: EXEMPT Policy Number: I hereby affirm under penalty of perjury that I am exempt from the Contractor's State I certify that in the performance of the work for which this permit is issued, I License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any shall not employ any person in any manner so as to become subject to the workers' city or county that requires a permit to construct, alter, improve, demolish, or repair compensation laws of California, and agree that, if.l should become subject to the any structure, prior to its issuance, also requires the applicant for the permit to file a workers' compensation provisions'of Section 3700 of the Labor Code, I shall forthwith signed statement that he or she is licensed pursuant to the provisions of the comply with those provisions. 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 Date: - Applicant: (J95 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 WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, ($500).: AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ( ) I, as owner of the property, or my employees with wages as their sole ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF compensation, will do the work, and the structure is not intended or offered for sale. COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not INTEREST, AND ATTORNEY'S FEES. 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 APPLICANT ACKNOWLEDGEMENT are not intended or offered for sale. If, however, the building or improvement is sold IMPORTANT: Application is hereby made to the Building Official for a permit subject to within one year of completion, the owner -builder will have the burden of proving that the conditions and restrictions set forth on this application. he or she did not build or improve for the purpose of sale.). 1. Each person upon whose behalf this application is made, each person at whose I ) I, as owner of the property, am exclusively contracting with licensed contractors request and for whose benefit work is performed under or pursuant to any permit to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' issued as a result of this application , the.owner, and the applicant, each agrees to, and State License Law does not apply to an owner of property who builds or improves shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and thereon, and who contracts for the projects with a contractor(s) licensed pursuant to employees for any act or omission related to the work being performed under or the Contractors' State License Law.). following issuance of this permit. (� I am exempt under Sec. B.&P.C. for this reason 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. 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: 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: Signature (Applicant or Agent): �/ 31 Date: '8/16/2016 Application Number: BPOL2016-0120 Owner: Property Address: 57925 BARRISTO CIR MURRIETA APARTMENT INV 37 APN: 762500013 400 E RINCON STE 105 Application Description: JOHN RETALAS /POOL CORONA, CA 0 Property Zoning: Application Valuation: $30,000.00 Applicant: Contractor: KANCUN POOLS AND SPAS INC KANCUN POOLS AND SPAS INC 80-554 WILLOW LN 80-554 WILLOW LN INDIO, CA 92201 INDIO, CA 92201 (760)397-7699 ----------------------------- ----------------------------------------------------------------- Llc. No.: 987978 D6tail:'POOL, SPA, AND 30 LF OF EQUIPMENT WALL AT REAR YARD [DENISE POELTLER ENGINEERING) ALARMS AND BARRIERS REQUIRED TO BE INSTALLED AT PRE -PLASTER INSPECTION. 2013 CALIFORNIA BUILDING CODE. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 $2.00 Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $2.00 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF'. 101-0000-42404 0 $47.86 DESCRIPTION ACCOUNT QTY AMOUNT WALL/FENCE - FIRST 100 LF PC 101-0000-42600 0 $60.91 Total Paid for FENCE OR FREESTANDING WALL: $108.77 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA 101-0000-42404 0 $181.29 DESCRIPTION ACCOUNT QTY AMOUNT SWIMMING POOL/SPA PC 101-0000-42600 0 $98.62 a - , J Total Paid for POOL/ SPA: $279.91 c # 12D City. of La Quina Building 8t Safety Mision P.O. Box 1504,78-495 Calle-Tamplco 1.a.Quinta, CA 92253 -:(760) 777-7012 Building Permit Application and Tracking Sheet Permit # i3 f o L 2-01 ProjectAddress: 5 25 C_,,,L Owner's Name:. A. P. Number. Address: . 2S Legal Description: 4y City, ST, Zip: J Contractor`. nS (✓ Telephone:`fxa% Project Description:.. Address: •$Q. 55t ' City, ST, Zip: ' Telephone: State Lic. #: City Lia #: a Arch., Engr., Designer t t Address: t 1 I City., ST, Zip: Telephone: .�a` Construction Type: . %.. Occupancy: State Lic. #: Project type (circle one): Add'n Alter Repair Demo Sq. Ft.: #, Stories: # Units: Name of Contact Person: •LLO C. Telephone* of ContactPerson: _ Estimated Value of Project: ` APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd 'Rec'd TRACKNG PERMIT FEES Plgn Sets Pian Check submitted item Amount Strnetural Cates. Reviewed, ready for corrections Plan Check Deposit. . Truss Cafes. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted. . Mechanical Grading plan. Z`f Review, ready for correctionsfissue Electrical Subcoutactor List galled Contact Person Plumbing Grant Deed Plans picked up SALL H.O-A. Approval Plans resubmitted Grading IN HOUSE:- Review, ready for correetioaslissue Developer Impact Fee Planning Approval Called Contact Person Pub. Wks. Appr Date of permit Issue School Fees Total Permit Fees FOOTING OPTION. i t H., HEIGHT FROM TOP OF FOOTING ABUILDING & SAFETY DEPT.. � APPROVED FO f �;t�iIHHO}�►�T14T141�PP�[�+rR � (USE BOND BEAM BLOCK) DA ) BY 6" OR 8" BLOCK #4 HOR17ONTAL AT.32" MAX. O.C. (USE BOND BEAM BLOCK) POITI(WiPPTIQN "E�" SEE TABLE "A" SEE TABLE "B" FOR REBAR SIZE FOR REBAR SIZE— AND SPACING AND SPACING G.ocmEMOARINCEWr.ROFCr,.I_, 0.c.^mrriuwg1-4crNre"toPco-0 _..:... FINISH GRADE (1) - #4 REBAR T�ONTINUOUS IIII = II(I (2) - #4 REBAR��� CONTINUOUS IIII` =111 l REVERSE•. DIRECTION OF "W" -_1I. HOOK ON EVERY ' , ii I "FOOTING WIDTH) OTHER P.E6AR SEETABLE"A" ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. a: BOTTOM OF 5 mII FOOTING NOTES: 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OFT_ HE WALL. THIS is NOTA RETAINING WALL. .. 2) FENCE HEIGHTS ARE REGULATED —CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OSSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED. 5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MIfViMUM. 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' DISCLAIMER; ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED Wffli .AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED' GUARANTEE'AGAINST FAILURE OR DEFECTS. i (FOOTING WI OTI SEE TABLE --`-17 H' HEIGHT FROM TOP' OF I O ING t: I i I i I i 4 21.411 VERTICAL H" W' REINFORCEMENT 3" 1 -9111 #4 @ 46" O.C. 2:21:.- .#4 @ 48i1.O.C.. 5 " '29" " `#4 @ 48" O:C..` 6' 34,1 #4 0 24 O'.:C: CHECK�WITH T1jE_B,LlLII�ING,D,�PARTMBIVT,TO VERIFY,JF A BUlLD1NG PERMIT�IS REQU.fRED, WHEN A PERRIIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) F.QQTIN.,G.:EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE-GROUT BONO BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. J 4 lr�'� or TuaA' PHONE (760) 777-7125- FAX 77-7.12SIMAX (760) 777-7011 COUNTY CODE UNIFORMITY PROGRAM 4 �cu F'REESTANDIN'G BLOCKWALL 'IiA.QI.►LN'I'A, <':L11;IIiOR;NIA 92'l�;S ' IV(9/2VI�i CUAIMUI:IT1'.UL'VELUPAI Etlf UISPI': ,PAG F; 1 Uh^_ j H W VERTICAL REINFORCEMENT 3" ..17" 1 #4 @ 4:8".O.C.: 4' 20" #4 @ 48" O.C. 23" M #4 48" O , @ C. 29" #4 @ 24.,, O.C. ALL FOOTINGS ADJACENT TO SLOPES TO BE AT LEAST 5' TO DAYLIGHT AS SHOWN BELOW. a: BOTTOM OF 5 mII FOOTING NOTES: 1) THIS DESIGN DOES NOT ALLOW GRADE DIFFERENTIALS OF MORE THAN 6" ON OPPOSING SIDES OFT_ HE WALL. THIS is NOTA RETAINING WALL. .. 2) FENCE HEIGHTS ARE REGULATED —CONSULT ZONING REGULATIONS BEFORE BEGINNING CONSTRUCTION. 3) NO WATER COURSE OR NATURAL DRAINAGE SHALL BE OSSTRUCTED. 4) GROUT ONLY THE CELLS CONTAINING REBAR. THIS WALL IS NOT DESIGNED FOR ALL CELLS TO BE GROUTED. 5) ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MIfViMUM. 6) ALL REBAR LAP SPLICES TO BE 24" MINIMUM. 7) ALL MASONRY UNITS TO BE ASTM C-90 GRADE N. 8) REBAR TO BE CENTERED IN MASONRY CELLS. 'SEE PAGE 2 FOR ADDITIONAL INFORMATION' DISCLAIMER; ALTERNATE DESIGNS MAY BE POSSIBLE WHEN PROVIDED Wffli .AN ENGINEERED ANALYSIS. USE OF THIS STANDARD DESIGN IS AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED' GUARANTEE'AGAINST FAILURE OR DEFECTS. i (FOOTING WI OTI SEE TABLE --`-17 H' HEIGHT FROM TOP' OF I O ING t: I i I i I i 4 21.411 VERTICAL H" W' REINFORCEMENT 3" 1 -9111 #4 @ 46" O.C. 2:21:.- .#4 @ 48i1.O.C.. 5 " '29" " `#4 @ 48" O:C..` 6' 34,1 #4 0 24 O'.:C: CHECK�WITH T1jE_B,LlLII�ING,D,�PARTMBIVT,TO VERIFY,JF A BUlLD1NG PERMIT�IS REQU.fRED, WHEN A PERRIIT IS REQUIRED, THE FOLLOWING INSPECTIONS ARE REQUIRED: 1) F.QQTIN.,G.:EXCAVATION TRENCH CLEAN WITH STEEL IN PLACE AND SUPPORTED 3" ABOVE AND AWAY FROM THE SURROUNDING EARTH/DIRT. 2) REBAR/PRE-GROUT BONO BEAM REBAR AND VERTICAL REBAR IN PLACE - INSPECTION PRIOR TO PLACING GROUT. 3) FINAL; AFTER GROUT IS PLACED - PRIOR TO ANY DECORATIVE CAP PLACEMENT. J 4 lr�'� or TuaA' PHONE (760) 777-7125- FAX 77-7.12SIMAX (760) 777-7011 COUNTY CODE UNIFORMITY PROGRAM 4 �cu F'REESTANDIN'G BLOCKWALL 'IiA.QI.►LN'I'A, <':L11;IIiOR;NIA 92'l�;S ' IV(9/2VI�i CUAIMUI:IT1'.UL'VELUPAI Etlf UISPI': ,PAG F; 1 Uh^_ FOO 't DESIGN PARAMETERS: ACTIVE SOIL PRESSURE (PSF) =30 PASSIVE SOIL BEARING (PSI--) =150 COEFFICIENT OF FRICTION = 0.25 ALLOWABLE SOIL BEARING•(PSF) =1500 WIND = 80 MPH. EXPOSURE C SEISMIC: NA= 1 .3. Nv=1 .6. Z=0:4. SOIL PROFILE=SD WESTERNRfvERSibE COUNTY CODE UNIFORMITY PROGRAM °L 44�c Q . .V fif 7\P. FREESTANDING BLOCK WALL PHONE, (700) 777-7125 78-195 CALLS TAMPICO LA QUINTA, CALIVO1tN1A 92253 FAX (760) 777- 70 1 1 10/9/2014 CU31ASUivITY 2 0112 NOTE: THE EQUIPOTENTIAL BONDING GRID SHALL EXTEND UNDER PAVED AND UNPAVED SURFACES FOR 3 FEET HORIZONTALLY BEYOND THE INSIDE WALLS OF THE POOL." ELECTRICAL LOAD CLAC. 9.6 = 8.8 1-1/2 HP 22 AMPS MAX -LOAD— VARIABLE SPEED PUMP - 1.2 — 2.0 LIGHT NOTE: 1. "ALL EQUIPMENT WILL SHALL BE SEISMICALLY ANCHORED 2. MANSORY EQUIPMENT WALL SHALL BE BUILT PER CITY STANDAR SPECIFICATIONS 3. ALL GFI OUTLETS WILL BE WEATHER AND TAMPER PROOF 4. ALL OUTLETS SUPPLIED BY SINGLE—PHASE, 15A AND 20A, 125V OR 240V BRANCH CIRCUITS FOR SWIMMING POOL PUMP MOTORS ARE REQUIRED TO HAVE GFCI PROTECTION 5. PROVIDE 36" WORKING CLEARANCE FOR THE POOL EQUIPMENT MOTORS ARE REQUIRED POOL SAFETY BARRIER: EXIT ALARMS SELF—CLOSING SELF—LATCHING DOORS SPA TO BE EQUIPPED WITH ANTI—ENTRAPMENT DEVICE (SEC. 1404 FEDERAL SWIMMING POOL AND SPA DRAIN COVER STANDAR) NOTE: ALL POOL HEATER INSTALLATIONS REQUIRE A CF-6R—MECH-03 FORM TO BE COMPLETED AND SIGNED BY THE INSTALLER OF RECORD AND SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO INSPECTION APPROVAL PROVIDE LOCATION OF ANTI—ENTRAPMENT/VORTEX COVERS MEETING CURRENT STANDARS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS ( ASME). IDENTIFY A MINIMUM 3 FEET SEPARATION BETWEEN ALL DRAINS AND NOTE HYDRAULICALLY BALANCED SAFETY FEATURES: * ALL ANTI—ENTRAPMENT COVER INSTALLATION MEETING CURRENT STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) ELECTRICAL: EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE GRADIENTS IN THE POOL AREA AS PER CEC ART. 680,26, 201 3 CALIFORNIA BUILDING CODE(BASEDON20061BC) 201 3 CALIFORNIA MECHANICAL CODE (BASED ON 2006 UMC) 201 3 CALIFORNIA PLUMBING CODE (BASED ON 2009 UPC)- ­1 201 3 CALIFORNIA ELECTRICAL CODE (BASEDON2006 NEC) 201 3 CALIFORNIA ENERGY EFFICIENCY STANDARDS GOVERNMENT CODE SECTION 4216.2. (a) (1) EXCEPT IN AN EMERGENCY, ANY PERSON PLANNING TO CONDUCT ANY EXCAVATI❑N SHALL CONTACT THE APPROPRIATE REGI❑NAL NOTIFICATION CENTER, AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN 14 CALENDAR DAYS, PRIOR COMMENCING THAT EXCAVATION, IF THE EXCAVATI❑N WILL BE CONDUCTED IN AND AREA THAT IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TOC❑NTAIN SUBSURFACE INSTALLATIONS OTHER THAN THE UNDERGROUND FACILITIES OWNED OR OPERATED BY THE EXCAVATOR AND IF PRACTICAL, THE EXCAVATOR SHALL DELINEATE WHIT WHITE PAINT OR OTHER SUITABLE MARKING THE ARE TO BE EXCAVATED 0 r -1 ��. oo ev +4' NEW POOL EQUIP WALL - POOL EQUIP HEATER 400,000 BTU 2" GAS LINE P.E.P PL 15" WIDE CONCRETE BAND AROUND THE POOL AND SPA EDO- PAVER BAND a _35'-W— T 5'-3" 30 AMP SERVICE PANEL 1" UL CONDUIT 10 AWG WIRE. JET PUMP 1-1/2 HP. 2" PLUMBING. 2" GAS LINE P.E.P. NO OUTDOOR LIGHTING EXIST. 2 HP FLOW RATE 140 GPM. 1-1/2" FLOW RATE 125 GMP CIRC PUMP 2HP IOW & HIGH. NO OVERHEAD UTILITIE$ LINES EXIST. PENTAIR EQUIPMENT MEETS ALL REGULATIONS CODES a ,—ELECT PANEL rGAS METER I I PL ©'K k ❑EU❑ COVERED PATIO EXISTING RESIDENCE DRIVEWAY BARRISTO CIRCLE TXT RAISED SPA AT +18" WITH STACK STONE SPILLWAY 17'-7" MAIN DRAINS TO BE T APART PL 3" DRAIN LINES EXIT TO THE STREET CITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATEvRr7 ! + BY A11rd' `a 5 Z016 CITY OF U,. "�lINTA General Notes No. Revision/Issue Date RESIDENCE INFO MITCH MILEUSNIC 57-925 BARRISTO CIRCLE LA QUINTA, CA 92253 Project Sheet POOL PLAN Date 8-8-20126 Scale 118" = 1'