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BPOL2014-1023W- 78:495 CALLE TAMPICO LNQUINTA, CALIFORNIA 92253 Application Number: Property Address: APN: Application Description: Property Zoning: Application Valuation: Applicant: TESERRA PO BOX 1280 COACHELLA, CA 92236 BPOL2014-1023 58857JEREZ 764660017 POOL/SPA, BBQ, FIREPIT $0.00 D VOICE (760) 777-7125 FAX (760) 777-7011 COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 8/6/2014 Owner: T D DESERT DEV 81570 CARBONERAS LA QUINTA, CA 0 Contractor: AUG 0 6 2014 TESERRA PO BOX 1280 CfTYOFLAOUINTA COACHELLA, CA 92236 COMMUNITY DEVELOPMENT DEPARTMENT (760)398-9222 Llc. No.: 656128 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed u er provisions of Chapter 9 {commencing with Section 7000} of Division 3 of the Busine and Professions Code, and my License is in full force and effect. License Class: C- C2. C10 C29 C53 License No.• 56128 Date: 6 Contractor: 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 nct 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 Address: 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 o1 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:_ Policy Number: _ _ I certify that in the performance of the wor2forwhic this permit is issued, I shall not employ any person in any manner so as to beectto the workers' compensation laws of California, and agree that, if I shme subject to the workers' compensation provisions of Section 3700 of tode, I shall forthwith comply with thos prov ions. Date / Applicant: 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 theabove inform is correct. I agree to comply with all city and county ordinances and state laws r t' g to building construction, and hereby authorize representatives of this city to ente pon the above- mentioned pro t r inspection purposes. Date: Signature (Applicant or Agent): FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DEVICES, FIRST 20 101-0000-42403 0 $23.83 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE DEVICES, FIRST 20 PC 101-0000-42600 0 $23.83 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for ELECTRICAL: $47.66 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 1-4 OUTLETS 101-0000-42401 0 $11.92 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE GAS SYSTEM, 1-4 OUTLETS PC 101-0000-42600 0 $23.83 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for PLUMBING FEES: $35.75 $0.00 DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SWIMMING POOL/SPA 101-0000-42404 0 $178.75 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE SWIMMING POOL/SPA PC 101-0000-42600 0 $97.24 $0.00 PAID BY METHOD RECEIPT # CHECK # CLTD BY Total Paid for POOL/ SPA: $275.99 $0.00 TOTALS:4i $0.00 Bin # Permit # 00 �Q Project Address: .City of La Quinta Building 8i Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Owner's Name: A. P. Number:. Address: Legal Description: City, ST, Zip: U -A l2 Z� .3 Tele hone: •'ss>>>`::>>'`<?<<>`?_> P Contractor: ES � Address: o Project Description: p () L City, ST, Zip: q TeleP hone: 6 0 31 b Z Z State Lic. # : 6497-622 City Lic. #; Arch., Engr., Designer: Address: City., ST, Zip: Telephone: one: ..........Construction C ion T anc . Ype: N'EKJ Occupancy: P Y State Lic. #: Ad d, Demo ewYPe circ1e ne: o Alter Repair Name of Contact Person: 4� SrS L�t3.c./2t L Sq. Ft.: tat13 # Stories: # Units: Telephone #;of Contact Person: -76, D 2S70 - % -IZIZ Estimated Value of Project: 3 S t�aD N Submittal APPLICANT: DO NOT WRITE BELOW THIS LIME Req'd Reed i TRA CMG PERMIT FEES Plan Sets Plan Check submitted ;y Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°d Review, ready for correctios/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: 3d 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 NU tAl,S I INti LANUJCAHL LIGH I ING IN REAR YARD NO EXISTING OVERHEAD UTILITY LINES IN REAR YARD * PATIO FURNITURE FOR ILLUSTRATION PURPOSES ONLY tv /. 2'-6 d" o 530 pm. 7 4 11 Nevv "TION FEE Or, Dr. ,VI: ;1Irt 3;jiff: KingJr. Dai WILL DE CHARGED IF THE APPF sa WATERFEATUREAT+18" WITH POURED IN' 1 PLANS AND JOB CARD ARE N( PLACE CONCRETE CAP, THREE 3'-0" WIDE' 'T gLz., ' J g..:.Jy SidL� �I81 l_l�IY STACKED STONE SPILLWAYS, TILE VENEER FOR A SCH D DiR FACE AND THREE FOCUS LIGHTS, TILE? g�sT �y y WATERLINE IN UPPER BASIN WITH PEBBLE INS{yi,C ION. TEC INTERIOR 37' -('SB. NO EXCE TJONSI v, ;'t 'ri / '/ a%'ld TWO RAISED PLINTHS AT +24" WITH POURED IN PLACE CONCRETE CAPS, TWO PLANTER POTS 1 n sF T"�; WITH DRAIN SAND IRRIGATION SLEEVES, I I `"'�'' ' f vi Irf 0" TILE VENEER FACE wi0l�ti-ilao E1ay POOL SPLIT MAIN DRAIN SUCTION MINIMUM T APART. ANTI -COVERS 10" ASME / ANSI APPROVED TANNING SHELF AT 18" WATER DEPTH WITH ONE UMBRELLA SLEEVE 0" SB: E FIREPIT AT +12" WITH :: ��R ■ '� POURED PLACE CONCRETEVENEER FACE • TILE �� i ■e � � �i �• 4 iI CATALINA BRICK PAVER DECKING SAND SET OVER 4" OF COMPACTED ROAD BASE AND 1" OF BEDDING SAND, POLYMERIC SAND GROUT, him MUD SET PAVER SOLDIER COURSE TILE COUNTERTOP AT +36" WITH ALX2-42" BARBECUE, STAINLESS STEEL SINGLE DOOR/DOUBLE DRAWER COMBO, FLEX LIGHT, SEATING AREA AT +42" WITH ONE UMBRELLA SLEEVE AND 12" CANTILEVER, STUCCO AND PAINT . EXTERIOR TO MATCH HOUSE 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 / PUMP EQUIPMENT SHALL BE INSTALLED PER MANU FACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS ALL DECKING EXPANSION JOINTS FOR REPRESENTAION ONLY FIELD LAYOUT WILL VARY 268 SQ.FT. POURED IN PLACE CONCRETE COPING/CAPS SPECIFICATIONS 2220 SQ.FT. POOL AREA CATALINA PAVER DECKING TYPE GUNITE SIZE 361-6^ } '---" SURFACE AREA OF POOL ONLY 742 SO FT 624 SQ.FT. COURTYARD AREA CATALINA PAVER DECKING PERIMETER 136 LN FT DEPTHS MIN. 3'8" POOL & SPA COMBINED—M3 50 FT 7159 LN FT DATE I UNDERWATER SEATING BENCH RAISED SPA AT +18" WITH POURED IN PLACE CONCRETE CAP, TWO STACKED STONE SPILLWAYS AND TILE VENEER FACE, 6 JETS ALTERNATE HEIGHTS SPA SPLIT MAIN DRAIN SUCTION MINIMUM 3' APART. ANTI -COVERS 10" ASME / ANSI APPROVED TRANSFORMER POURED IN PLACE LIGHT BROOM FINISH COLORED CONCRETE STEPPING PADS POOL / SPA LIGHT JUNCTION BOX POOL / SPA LIGHT ON GROUND FAULT CIRCUIT INTERRUPTER SPA AIR LINE cc` 'ALLANn NTRAPMEMCOVERINSTALLATIONMEETINGCURRENTSTANDARDSOFTHEAMMICAN SOCIETY FOR TESTING AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) ELECTRICAL: EQUIPOTENDAL BONDING REQUIREMENTS SMALL BE INSTALLED TO ELIMINATE VOLTAGE GRADIENTS IN THE POOL AREA AS PER CEC ART. 680.26, 1 1 3 CALIFORNIA BUILDING CODE (BASEDON200818C) ±O1 3 CALIFORNIA MECHANICAL CODE (BASEDON2006UMC) ;❑ 1 3 CALIFORNIA PLUMBING CODE (BASEDON2009UPC)> :O1 3 CALIFORNIA ELECTRICAL CODE (BASED ON 2006 NEC) :O1 3 CALIFORNIA ENERGY EFFICIENCY STANDARDS GOVERNMENT CODE SECTION 4216.2. (a) (1) EXCEPT IN AN EMERGENCY ANY PM CONSTRUCTION AUTHORIZATION DIG SALE_ FIELD SIZE 9'-V(6`0' SQ Fr. 54 SPA DAM WALL WIDTH 12" NO. OF JETS 6 __.. STEEL yLOVE SEAT YES AND �CONCRETE REMOVAL_ :BOD REMOVAL )TREE REMOVAL BY_ ;IRRIGATION REMOVAL BY IRRIGATION REPAIR_ 8 R B.B. — 12 R B.H. 16RB.0. SPAAND W, 24 R.H,B. (2) PLINTHS 30'R.B.B. TAN SHELF DEPTH 18" W ROCK POCKETS — TRIM DECKING SQ. FT. SE FINISH LIGHT BRA EXPANSION JOINTS_ CANTILEVER YES DECK DRAINS TOE DECCO DRAIN= CURB CORE=_ STEPS STEP FACE — TILE BASE — SAND AND VISQUEEN RIBBONS — MOW STRIP — _ --- RB.B. FACING TILE SPILLWAY TYPE STACKED STONE SIZE PER PL PLUMBING STEPS — FILTER DANDY SIZE 580 CV PROP. EXT. WALLS — PCOL PUMP DANDY SIZE 2.0 HP VARIABL FLAMER WALL — BOOSTER PUMP — RETAINING WALLS — WATERFEATURE SME EQUIP. WALLB — PUMP JANDYSIZE STEALTH T.B.D. FIREPIT YESAT+12" ADDL PUMP —=_ SIZE HEATER JANDY LXi SIZE 400 000 BTU BARBECUE TIME CLOCK DANDY R. ONE TOUCH SUB PANEL WITH PURELINK AND AQUAPALM PAVER DECKING ADDL OUTLETS — SKIMMER TYPE DUAL PORT FILL LINE AUTO EBBL GAS LINE F.M. STues BB IREPT LI 2 - 500W 1 - 100W LIGHTS SPA1 100W FWNTAINS/SPRAYHEADB_P R `-EDBONDBEAM - — SHEER DESCENTS — BEHINDBPA — LIGMS IN POOL t 10DW IN SPA I - 110OW EYEBAL Y STUBSETEOUIPMEM Y FENCING MISC {3) FOCUS LIGHTS IN W.F. UPPER BASIN PLUMBINGSIZE 212'SUCTION 8212' RETURN FENCE I N BY OTHERS PURELINK AND AD AP ASM. HEIGHT GATE GUNITE GATE REVERSAL DEEP END RAMP REMOVE 8 REHANG EXTEND 211;0 STEP LOV:SEAT YES SPILLWAY TYPE STACKED STONE , CANTILEVER E.T. co MPLenoH COPING CANTIL =13 QQtICRETE ETHER AQUAPALM i Ree, - SEE STEEL t _ " W.F. — PURELINK SALT +24" PLINTHS OWNER RESPONSIBILITIES OWNER TO: (1) DETERMINE THE APPROXIMATE ELEVATION OF POOL OR SPA AT IAYOUT ON DIY OF EX AVATION, 12) TAKE NOTICE THAT POOLAND EQUIPMENT LOCATIONS ARE SUBJECTTO ACCEPTANCEOF LIX BUILDINGDEPARTMENTATTHE1TME OFISSWNCE aF PERA9T. (3) WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED. (R) ANO AGREE ANY DAMAGE TO CURBS?SIEDEW =.DFON RNENMY9LWTIS,- OOTHEOUND ftR+EMSS IS OR N ACCESS AREA (� SEE THAT ALL FENCING, GATES, AND GMAGE-8 MEET LOCAL CODES FOR A POOL ENCLOSURE PRIOR TO PREPIASTER INSPECTION. (s) FILL POOL ■MEDMTELYAFIEft PLABTER. (FOLLAW INSTRUCTIONS- DO NOT USE RUBBER HOSE) (n TA"NOTICETRATTHIS IXUWiNG 15 THEHIST FROPERTYOF TESERMAND THATANY USEWTTHOtrt WRITTEN PERMISSION OF TESERRA IS PROHIBITED BY LAW. OWNERAwROYES `tN. POOL, AND EQUIPMENT LDCAnONSA10 INe READ i1E RE8PoN81alfnES AIO ITOTICE ABOVE. SWIMMING POOL PLAN FOR: NAME ANDALUSIA LOT L-17 SCALE DATE DESIGNED BY PROJECT MG ECK BY °= 1 06-20-14 JT. GRAHAM B. JOB# Z`30L�2 R EV I S I O N S' DATE i 2 3 DECK SELECTIONS IPRE-PEBBLE�� I DRAINAGE NOTE: Drainage and imgaeon for plenters and pots, by others, __. unless otherwise noted. a 3 DR' t✓ I l 1wGT101ti DATE I UNDERWATER SEATING BENCH RAISED SPA AT +18" WITH POURED IN PLACE CONCRETE CAP, TWO STACKED STONE SPILLWAYS AND TILE VENEER FACE, 6 JETS ALTERNATE HEIGHTS SPA SPLIT MAIN DRAIN SUCTION MINIMUM 3' APART. ANTI -COVERS 10" ASME / ANSI APPROVED TRANSFORMER POURED IN PLACE LIGHT BROOM FINISH COLORED CONCRETE STEPPING PADS POOL / SPA LIGHT JUNCTION BOX POOL / SPA LIGHT ON GROUND FAULT CIRCUIT INTERRUPTER SPA AIR LINE cc` 'ALLANn NTRAPMEMCOVERINSTALLATIONMEETINGCURRENTSTANDARDSOFTHEAMMICAN SOCIETY FOR TESTING AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) ELECTRICAL: EQUIPOTENDAL BONDING REQUIREMENTS SMALL BE INSTALLED TO ELIMINATE VOLTAGE GRADIENTS IN THE POOL AREA AS PER CEC ART. 680.26, 1 1 3 CALIFORNIA BUILDING CODE (BASEDON200818C) ±O1 3 CALIFORNIA MECHANICAL CODE (BASEDON2006UMC) ;❑ 1 3 CALIFORNIA PLUMBING CODE (BASEDON2009UPC)> :O1 3 CALIFORNIA ELECTRICAL CODE (BASED ON 2006 NEC) :O1 3 CALIFORNIA ENERGY EFFICIENCY STANDARDS GOVERNMENT CODE SECTION 4216.2. (a) (1) EXCEPT IN AN EMERGENCY ANY PM CONSTRUCTION AUTHORIZATION DIG SALE_ FIELD SIZE 9'-V(6`0' SQ Fr. 54 SPA DAM WALL WIDTH 12" NO. OF JETS 6 __.. STEEL yLOVE SEAT YES AND �CONCRETE REMOVAL_ :BOD REMOVAL )TREE REMOVAL BY_ ;IRRIGATION REMOVAL BY IRRIGATION REPAIR_ 8 R B.B. — 12 R B.H. 16RB.0. SPAAND W, 24 R.H,B. (2) PLINTHS 30'R.B.B. TAN SHELF DEPTH 18" W ROCK POCKETS — TRIM DECKING SQ. FT. SE FINISH LIGHT BRA EXPANSION JOINTS_ CANTILEVER YES DECK DRAINS TOE DECCO DRAIN= CURB CORE=_ STEPS STEP FACE — TILE BASE — SAND AND VISQUEEN RIBBONS — MOW STRIP — _ --- RB.B. FACING TILE SPILLWAY TYPE STACKED STONE SIZE PER PL PLUMBING STEPS — FILTER DANDY SIZE 580 CV PROP. EXT. WALLS — PCOL PUMP DANDY SIZE 2.0 HP VARIABL FLAMER WALL — BOOSTER PUMP — RETAINING WALLS — WATERFEATURE SME EQUIP. WALLB — PUMP JANDYSIZE STEALTH T.B.D. FIREPIT YESAT+12" ADDL PUMP —=_ SIZE HEATER JANDY LXi SIZE 400 000 BTU BARBECUE TIME CLOCK DANDY R. ONE TOUCH SUB PANEL WITH PURELINK AND AQUAPALM PAVER DECKING ADDL OUTLETS — SKIMMER TYPE DUAL PORT FILL LINE AUTO EBBL GAS LINE F.M. STues BB IREPT LI 2 - 500W 1 - 100W LIGHTS SPA1 100W FWNTAINS/SPRAYHEADB_P R `-EDBONDBEAM - — SHEER DESCENTS — BEHINDBPA — LIGMS IN POOL t 10DW IN SPA I - 110OW EYEBAL Y STUBSETEOUIPMEM Y FENCING MISC {3) FOCUS LIGHTS IN W.F. UPPER BASIN PLUMBINGSIZE 212'SUCTION 8212' RETURN FENCE I N BY OTHERS PURELINK AND AD AP ASM. HEIGHT GATE GUNITE GATE REVERSAL DEEP END RAMP REMOVE 8 REHANG EXTEND 211;0 STEP LOV:SEAT YES SPILLWAY TYPE STACKED STONE , CANTILEVER E.T. co MPLenoH COPING CANTIL =13 QQtICRETE ETHER AQUAPALM i Ree, - SEE STEEL t _ " W.F. — PURELINK SALT +24" PLINTHS OWNER RESPONSIBILITIES OWNER TO: (1) DETERMINE THE APPROXIMATE ELEVATION OF POOL OR SPA AT IAYOUT ON DIY OF EX AVATION, 12) TAKE NOTICE THAT POOLAND EQUIPMENT LOCATIONS ARE SUBJECTTO ACCEPTANCEOF LIX BUILDINGDEPARTMENTATTHE1TME OFISSWNCE aF PERA9T. (3) WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED. (R) ANO AGREE ANY DAMAGE TO CURBS?SIEDEW =.DFON RNENMY9LWTIS,- OOTHEOUND ftR+EMSS IS OR N ACCESS AREA (� SEE THAT ALL FENCING, GATES, AND GMAGE-8 MEET LOCAL CODES FOR A POOL ENCLOSURE PRIOR TO PREPIASTER INSPECTION. (s) FILL POOL ■MEDMTELYAFIEft PLABTER. (FOLLAW INSTRUCTIONS- DO NOT USE RUBBER HOSE) (n TA"NOTICETRATTHIS IXUWiNG 15 THEHIST FROPERTYOF TESERMAND THATANY USEWTTHOtrt WRITTEN PERMISSION OF TESERRA IS PROHIBITED BY LAW. OWNERAwROYES `tN. POOL, AND EQUIPMENT LDCAnONSA10 INe READ i1E RE8PoN81alfnES AIO ITOTICE ABOVE. SWIMMING POOL PLAN FOR: NAME ANDALUSIA LOT L-17 SCALE DATE DESIGNED BY PROJECT MG ECK BY °= 1 06-20-14 JT. GRAHAM B. JOB# Z`30L�2 R EV I S I O N S' DATE i 2 3 DECK SELECTIONS IPRE-PEBBLE�� I DRAINAGE NOTE: Drainage and imgaeon for plenters and pots, by others, __. unless otherwise noted. YARD ly?= OVERHEADNO EXISTING LANDSCAPE LIGHTING IN REAR YARD NO EXISTING PATI• •- • •• - . • RONiL%� :� i�% 'i. if_r;.iS'•�� IMM�rr-�Yll�..-_.�.!I�•S-•.__ �._�LmYG�L-G�_ ice_=Y'�G�'�i�_ CATALINA BRICK PAVER DECKING SAND SET OVER 4" OF COMPACTED ROAD BASE AND 1" OF BEDDING SAND, POLYMERIC SAND GROUT, MUD SET PAVER SOLDIER COURSE 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 / PUMP EQUIPMENT SHALL BE INSTALLED PER MANU FACTURERIS RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS ALL DECKING EXPANSION JOINTS FOR REPRESENTAION ONLY, FIELD LAYOUT WILL VARY IWIN 17l IMME i mai. SB. IL :own '•ia711�� : I�� Ii1S.r Lei INS. a: p Q 4 p . � p p.. 4 — — — — ----- o a' m�� COURTYARD AREA CATALINA PAVER DECKING SPECIFICATIONS TYPE SIZE X_ SURFACE AREA OF POOL ONLY ROLLED BOND BI PERIMETER DEPTHS MIN. MAX POOL & SPA COMBINED LIGHTSIN POOL IN SPA _ SPA SPECIFICATIONS TILE STUBSETEQUIPMENT TILE TYPE- SIZE---X—SQ. FT._ LN. FT. WATERUNE SPA DAM WALL WIDTH TILE TRIM NO. OF JETS QUARTER ROUND LIGHT R.B.B. TILE RAISED SPA AT GATE SPILLWAY TY SPECIAL NOTES DECKING EXCAVATION / STEEL SQ. FT. TYPE FINISH ACCESS FROM EXPANSION JOINTS ELEVATION CANTILEVER DEEP END RAMP DECK DRAINS LOVE SEAT DECCO DRAIN CONCRETE REMOVAL—LOADS CURB CORE SOD REMOVAL LOADS STEPS TREE REMOVAL BY STEP FACE IRRIGATION REMOVAL BY TILE BASE IRRIGATION REPAIR SAND AND VISQUEEN B" R.B.B. RIBBONS 12" R.B.B. MOW STRIP 18"R.B.B. FT 2C R.B.B.Ff 30"R.B.B. FT TAN SHELF DEPTH ROCK POCKETS MASONRY COPING TYPE CENTERS R.B.B. FACING SPILLWAY TYPE SI PLUMBING STEPS FILTER SIZE PROP' EXT. WALLS POOL PUMP SIZE PLANTER WALL RETAINING WALLS— BOOSTER PUMP SIZE EQUIP. WPLLS LS ADDL PUMP SIZE FIREPIT ADOL PUMP SIZE HEATER SIZE TIME CLOCK SUBPANEL- PLASTER GASUNE STUBS LKa1TSSPA_ FOUNTAINS! SPRAYHEADS DEEP END RAMP ROLLED BOND BI SHEER DESCENTS EXTEND 20 STEP BEHIND SPA— PA_EYEBALLS_LIGHTS EYEBALLS— LIGHTSIN POOL IN SPA _ LOVESEAT STUBSETEQUIPMENT SPILLWAY TYPE FENCING MISC CANTILEVER FENCE TYPE — PLUMBING SIZE COPING HEIGHT — OTHER R.B.B. - SEE STEEL —_ GATE GUNITE GATE REVERSAL DEEP END RAMP REMOVE & REHANG EXTEND 20 STEP LOVESEAT SPILLWAY TYPE —T. erART CANTILEVER E.T. oowP�er,ou COPING OTHER R.B.B. - SEE STEEL —_ OWNER RESPONSIBILITIES �„u.„ ... OWVNERTQ (1) DETEMI NE THE APPROXIMATE ELEVATION OF POOL GR SPA AT LAYOUT ON DAY OF EXCAVATION 3 $ & }1 y (2)'TPNE NQTICE THAT POOLAND EGUIPMENT LOGTIONS AREsu BJECT TO ACCEPTANCE OF j•LOCAL� MG OEPARTMEM ATTHE tIME Of 185UANCE OF FERMD. ((3) W£T CONCRETESHEUATLEA3TTNICEDVLYFMSEVENWY8AFTERSHELLISINVT D. 1 . T S,)IAGFEE AND AROUND CONCITIOM OR Ce*CTS. NITM1MGE TOURES, 91DEW L ORIVENMIS NOT RESPONSIBLE FOR UY8 UYMB. OR OTHER n S N TYE ACCESS AREA POOL EQUIPMENT: 400,000 BTU NEATER L I ( i 1+ t { C ti 17 ° (+`)�SEETHATAUFENCING,GATE,S,ANDGARAGEDOORSMEETLOCALCODE$FORAPOOLERCLOWRE *ALL EQUIPMENT SHALL BE SEISMICALLY ANCHORED PaIORT4PREPIASTER INSPECTION. ( (6) HUPOOLIMMEDWTELYAFTERP TER.(FOLLCWINSTRUCTKKS-MO TUSERUB$ERHO$E) (n TAKE NOTICE THAT THIS—WING IS THE$OLE PROPERTY OF TESERMAND IIUTANY USE VATHOUT POOL EQUIPMENT 50 AMP SUBPANEL mI ENpERMssroNOF E$ERRAISPROaBREDBY AW. �, � OMTER APPROWE$PVJi. PDo4 ANO EQUIPMENT LOCATIONS AND 145 PoLAO THE PE$PONASIUTEG AtONDN(a=B ABOVE WITH 36" CLEARANCE AT FRONTAND SIDE ,) s { 71N , -� SIGNATURE) DATE T ELECTRIC CONDUITrye SWIMMING POOL PLAN FOR: , 1 J -, _ NAME ANDALUSIA LOT L-17 210'- 2" POLYPROPYLENE GAS PIPE ru STREET se -857 JEREZ MAIN HOUSE 200 AMP ELECTRICAL PANEL " ALL ANTI -ENTRAPMENT COVER INSTALLATION MEETING CURRENT STANDARDS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS OR THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (AWE) ELECTRICAL: EQUIPOTENTIAL BONDING REQUIREMENTS SHALL BE INSTALLED TO ELIMINATE VOLTAGE GRADIENTS IN THE POOL AREA AS PER GEC ART. 88028. 2013 CALIFORNIA BUILDING CODE(BASEDON20WIBC) 201 3 CALIFORNIA MECHANICAL CODE (BASEDON2006UMC) 201 3 CALIFORNIA PLUMBING CODE (BASEDON2009UPC)—..•- 201 3 CALIFORNIA ELECTRICAL CODE (BASED ON2006 NEC) 201 3 CALIFORNIA ENERGY EFFICIENCY STANDARDS GOVERNMENT CODE SECTION 4216.2. (a) (1) EXCEPT IN AN EMERGENCY, ANY PERSON PLANNING TO CONDU CT ANY EXCAVATION SHALL CONTACT THE APPROPRIATE REGIONAL NOTIFICATION CENTER, AT LEAST TWO WORMING DAYS, BUT NOT MORE THAN 14 CALENDAR DAYS, PRIOR COMMENCING THAT EXCAVATION, IF THE EXCAVATION WILL BE CONDUCTED IN AND AREA THAT IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TOCONTAIN SUBSURFACE INSTALLATIONS OTHER THAN THE UNDERGROUND FACILITIES OWNED OR OPERATED BY THE EXCAVATOR AND IF PRACTICAL, THE EXCAVATOR SHALL DELINEATE WHIT WHITE PAINT OR OTHER SUITABLE MARKING THE ARE TO BE EXCAVATED CONSTRUCTION AUTHORIZATION _ SALES FIELD DIG PRE-GUNITE JNDERGROUND MASONRY _ DECK PRE -PEBBLE SCALE I DATE I DESIGNED BY PROJECT MG CK BY 6II= 11 06-20-14 JT. GRAHAM H. JOB #.1 W421 REVISION S' T DATE: SELECTIONS DRAINAGE NOTE: Drainage and irrigation for planters and pots, by other$, unless otherwise noted. ,a m mN N ?' N N TA Qmm 40; Jnr J. -w W.. QIX4 a Z 0'w ❑Nm VNZ m BI 0 WmJ 4-1 00 O 'a m= a W V) yoe A