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BWFE2015-0312r 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: BWFE2015-0312 4.(PQumrw COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT Property Address: 43515 CROISETTE CT APN: 609052002 Application Description: CALHOUN / NEW COMBINATION WALL 3FT HIGH Property Zoning: Application Valuation: $4,000.00 Applicant: III 10 C T 2 9 2015 COMPETITIVE WEST POOL CONSTRUCTION P 0 BOX 5865 LA QUINTA, CA 92248 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: C53 License NO.: 916827 Date: Lo -2-9 - I`J 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. 703115, 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 fora permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_J 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.). (1 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 contractors) 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 i�l II'll' II28 'll I'll I"I �� VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/29/2015 Owner: ADOM VENTURES 77-682 COUNTRY CLUB DR. STE A3 PALM DESERT, CA 92211 Contractor: COMPETITIVE WEST POOL CONSTRUCTION P 0 BOX 5865 LA QUINTA, CA 92248 (760)625-2512 Llc. No.: 916827 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 wo k 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 work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 o the Labor Code, I shall forthwith comply with those provisions. i Date: lo' Z/ f Applicant: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION CO ERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. . APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to.enter upGn-th above-mentioned property for inspection purposes. A Date:.[O- J! — ( �s Signature (Applicant or Agent): DESCRIPTION FINANCIAL INFORMATION ACCOUNT CITY ..: AMOUNT PAID PAID DATE BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 10/29/15 PAID BYMETHOD : :RECEIPT # -.'CHECK # `: CLTD BY ; COMPETITIVE WEST POOL CONSTRUC CHECK R10355 6177 SGU Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $1.00 . $1.00 '. DESCRIPTION ACCOUNT. QTY AMOUNT -PAID PAID DATE COMBINATION GARDEN/RETAINING WALL- FIRST 10OLF 101-0000-42404 0 $95.72 $95.72 10/29/15 PAID BY METHOD RECEIPT # CHECK # CLTD BY COMPETITIVE WEST POOL CONSTRUC CHECK R10355 6177 SGU DESCRIPTION y ACCOUNT... QTY...: ` : AMOUNT ' PAID. ' °- PAID DATE COMBINATION GARDEN/RETAINING WALL - FIRST 10OLF PC 101-0000-42600 0 $60.91 $60.91 10/29/15 'PAID BY METHOD `. - RECEIPT # . CHECK # CLTD BY . COMPETITIVE WEST POOL CONSTRUC CHECK R10355 6177 SGU Total Paid for COMBINATION GARDEN/RETAINING WALL: $156.63 $156.63 Description: CALHOUN / NEW COMBINATION WALL 3FT HIGH Type: WALL/FENCE Subtype: CITY STANDARD/PRE- Status: APPROVED Applied: 10/29/2015 SGU APPROVED Approved: 10/29/2015 SGU Parcel No: 609052002 Site Address: 43515 CROISETTE CT LA QUINTA,CA 92253 Subdivision: Block: Lot: 12 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $4,000.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 ADDRESSI Details: 100LF OF 3' HIGH COMBINATION WALL IN THE BACKYARD [PROTO II STANDARD] PRECISION CONCRETE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. 2013 CALIFORNIA BUILDING CODES. CHRONOLOGY CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP- PHONE FAX EMAIL APPLICANT COMPETITIVE WEST POOL CONSTRUCTION P 0 BOX 5865 LA QUINTA CA 92248 (760)200-5989 CHRIS@COMPETITIVE WESTPOOLS.COM CONTRACTOR COMPETITIVE WEST POOL CONSTRUCTION P 0 BOX 5865 LA QUINTA CA 92248 (760)200-5989 CHRIS@COMPETITIVE WESTPOOLS.COM OWNER ADOM VENTURES 77-682 COUNTRY CLUB DR. STE A3 PALM DESERT CA 92211 (760)200-5989 Printed: Thursday, October 29, 2015 9:36:33 AM 1 of 2 Cff?"f1VSTEMS DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD "BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $1.00 10/29/15 R10355 6177 CHECK COMPETITIVE WEST SGU POOL CONSTRUC Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $1.00 BSA: COMBINATION GARDEN/RETAINING 101-0000-42404 0 $95.72 $95.72 10/29/15 R10355 6177 CHECK COMPETITIVE WEST SGU WALL - FIRST 10OLF POOL CONSTRUC COMBINATION GARDEN/RETAINING 101-0000-42600 0 $60.91 $60.91 10/29/15 R10355 6177 CHECK COMPETITIVE WEST SGU WALL - FIRST'100LF PC POOL CONSTRUC Total Paid for COMBINATION GARDEN/RETAINING WALL: $156.63 $156.63 TOTALS: $157.63 $157.63 PARENT PROJECTS BOND INFORMATION ATTACHMENTS Printed: Thursday, October 29, 2015 9:36:33 AM 2 of 2 [/�_ (®�'1® �..7�V L SYST[IviS Bin # .City of La Quin to Building 8i: Safety Division O'JIZ 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit #1 Project Address: 02251 s t5F�m OT • Owner's Name: CAC,, O 0 A. P. Number: Address: 4491!& Legal Description: City, ST, Zip: UN- e J et Co qtr a or. 1� � P lGc. 1� O O 1 ele one: Telephone: P Address: �'� �'�O ��`� 2 Project Description: City, ST, Zip:At.N� Telephone: (00 25 �1 S. 1 S State Lic. # : 2. City Lie. #: Arch., Engr., Designer: Address: City., ST, Zip: one: Telephone: Construction Occupancy: TYPe: Oecu cY State Lie. # ProJecttYPecir le one): New Add'n Alter Ra a,r Demo Name of Contact Person: ; Sq. Ft.: # Stories: # Units: Telephone # of Contact Person: p(,PL5,!5,10V Estimated Value of Project: &40 APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING PERMIT FEES Plan Sets Plan Check submitted Item Amount Structural Calcs. RevieNved, ready for corrections Plan Check Deposit Truss Cates. Called Contact Person Plan Check Balance Title 24 Cates. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2°d Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. II.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 8" (2'-0" TO V-0 HIGH RETAINING - NO FENCE ON TOP - LEVEL BACKFILL CONVENTIONAL RETAINING 'WALL SCHEDULE FINISHED 'R' MAXSOIL 'X' BARS FACE 'B' 'T' 'K' Cl 2'-0" 84 AT 48" O.C. '1'-2" 4" 8" N/A 2'- 8" #4 AT 48" O.C. 2'-0" 4" 8" N/A �4 AT 48" O.C. t'-14" 6" 8" 6" 4'-0" #4 AT 48" O.C. 2'-4" 9" 8" 10" 4'-8" #4 AT 48" O.C. 2'-8" 9" 8" 12' 5'-4" y4 AT 40" O.C. 3'-2" 12" 8" 14" 6'-0" #4 AT 24" O.C. 3'-10" 12" q..— " FINISHED GRADE 4:1 MAX SLOPE NO ADDITIONAL SURCHARGE ALLOWED — SEE SHEET 8 FOR MORE INFO. J W = 3/4" OPEN GRADED V) GRAVEL BACKFILL w GEOFABRIC WRAP a- x x 4" DIA. SCHEDULE 40 PERFORATED PVC PIPE WITH 1% MIN. GRADIENT TO APPROVED OUTLET N U 3" CLR #4 AT EACH HOOK AT 12" O.C. MAX. MIN. 2 BARS IN FOOTING #4 AT 48" O.C. /AS SHOWN DESIGN CRITERIA (PER 2013 CBC): 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF MIN. 2. ALLOWABLE SOIL PASSIVE PRESSURE = 150 PCF MIN. 3. ALLOWABLE SOIL ACTIVE PRESSURE = 30 PCF MAX. 4. SEE SHEET B PRIOR TO START OF CONSTRUCTION. CAP BLOCK (OPTIONAL) 1 #4 CONTINUOUS IN 8" DEEP ",,—SOLID GROUTED BOND BEAM. 12" HORIZONTAL JOINT REINF, 2" AT 16" O.C. r_CLR VERTICAL REINF. 'X' BARS LAP PER SHEET B 8" SOLID GROUTED RETAINING WALL D 2"o WEEP HOLES AT 6'-0" O.C. AS ALTERNATE TO PERFORATED PIPE 3" CLI ' T' Z rr 9-- NOTE: ~ DRAINAGE SHOWN ARE MINIMUM 3" REQUIREMENTS. SEE SOILS REPORT IF CLR AVAILABLE FOR FURTHER INFO. TYP r w 4 rol Sn2 �G SEALED ON 0 8/1 /1f + S4055 m o[ v fk, CARVSO sel��"s PROTO-11 `SiSrOEMMTURLEY �� . .ST RP �{@�@�@ 41800 CASCAMt COURT IEMj:CU CA 7•_71 \ p R�CT.V.. ��P SCOTT ,; Q�. INC. u^. ATIM: CARY 6�T�,0�1 9rEoF 1�FO fi dosaod PHS-iok ' M' l4IL t; CA' WWW.ctsoz.com ki „„„, (WAYwtreE.rslmiEDGf'OkOff..D• ro r_ D I tEcs. 4'. 5% AND 0' TIMI POSI-tEN90NE0 A54tRr 1tAll1 THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR CONSTRUCTION OR RECORMNG UNLESS THE STRUCTURAL ENGINEER OF RECORD'S PROTO II STANDARD LA QUINTA, CA Ili--Iq5 8964 JTMH 9�. 'J NGR 8. ] J. IU1 JAC PACKAGE jHEET AFEIYEp WITH WRITTEN SIGNATURE. .. '-L 0 GENERAL STRUCTURAL NOTES 1. SOIL SHALL BE FIRM AND COMPACTED PRIOR TO PLACEMENT OF CONCRETE. PRIOR TO FOUNDATION EXCAVATION, USER SHALL VERIFY THAT SITE SOILS CONDITIONS MEET OR EXCEED AN ALLOWABLE PASSIVE BEARING PRESSURE OF 150 PSF/FT (SOIL TYPES SW, SP, GW, OR GP) STARTING AT THE TOP OF GRADE(I.E. NO TOP SOILS ARE NEGLECTED FOR PASSIVE) AND A MINIMUM ALLOWABLE BEARING PRESSURE OF 1500 PSF. 2. FOOTINGS TO BE LEVEL. IF GROUND SLOPES THE FOOTING SHALL BE STEPPED. EACH STEP SHOULD BE PROPER HEIGHT TO FIT BLOCK TYPE USED. ALL EXCAVATIONS SHOULD BE CLEAN AND CONTAIN NO LOOSE EARTH OR FOREIGN MATTER. 3. SEE SHEET A FOR FOOTING SIZES AND WALL REINFORCING, ETC. USER IS RESPONSIBLE TO VERIFY REQUIREMENTS WITH BUILDING DEPARTMENT AND OWNER. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE APPROVED SITE PLAN, APPLICABLE CODE, AND JURISDICTION REQUIREMENTS. 4. SOIL BELOW FOUNDATIONS SHALL BE WELL DRAINED AND NON -EXPANSIVE. USE CONCRETE WITH A MIN. STRENGTH OF 2,500 PSI - TYPE II CEMENT (TYPE V WHERE REQUIRED BY OWNER, SOILS ENGINEER OR JURISDICTION). ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT. 5. LAP REINFORCING STEEL: LAP = 24" FOR #4 BARS IN MASONRY AND 32" FOR #4 BARS IN CONCRETE. 6. CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 AND BE 2000 PSI MIN. (F -M DESIGN CRITERIA FOR BLOCK IS BASED ON 1500 PSI). STANDARD HEAD AND BED JOINT BLOCKS WITH MORTAR SHALL BE USED. BLOCKS TO BE LAID IN RUNNING BOND. 7. MORT<' SHALL BE TYPE S, 2000 PSI MIN. GROUT SHALL BE 2000 PSI PER THE LATEST EDITION OF ACI 530. MECHANICALLY VIBRA'�E GROUT IMMEDIATELY AFTER PLACEMENT. 8. FIRST MASONRY COURSE MAY BE SET IN FRESH CONCRETE FOOTING. 9. REINFORCING REBAR SHALL CONFORM TO ASTM A641; Fy = 60,000 PSI. 10. HORIZONTAL *JOINT REINFORCING SHALL BE 9 GAGE DIAMETER WIRE AND PLACED PER SHEET A AND CONFORM TO ASTM A82 LADDER TYPE, 9 GAGE DIAMETER. LAP JOINT REINFORCING ONE FULL CROSS SQUARE (6" MINIMUM LAP). 11. VERTICAL CONTROL JOINTS TO BE PLACED AT MAX. 36' O.C. IN ALL NON -STUCCOED WALLS AND 20' ON CENTER IN STUCCOED WALLS WITH CLEAN VERTICAL BREAK OF ALL MATERIALS. VERTICAL REINFORCING SHALL OCCUR WITHIN 8" 'OF END OF WALL AND 8" EACH SIDE OF CONTROL JOINT. 12. SEISMIC DESIGN CRITERIA: Ss=2.0, Si=0.749 SOIL CLASS=D (ASSUMED), RISK CATEGORY I. NO DYNAMIC LOAD APPLIED TO RETAINING WALL PER CBC SECTION 1803.5.12(1) 13. WALLS ARE DESIGNED FOR 4:1 SLOPING SOIL. NO ADDITIONAL SURCHARGES WITHIN 8'-0" OF WALL ARE ALLOWED. ADDITIONAL SURCHARGES INCLUDE, BUT ARE NOT LIMITED TO, HOUSE FOUNDATIONS, DRIVEWAYS, FENCE WALLS WITHIN V-0" OF FACE OF WALL AND SOIL BACKFILL OVER 4:1 SLOPE. 14. ALL CONVENTIONALLY REINFORCED MASONRY DESIGNS ARE BASED ON FULL STRESSES AND REQUIRE INSPECTION. FOUNDATION INSPECTION PRIOR TO PLACEMENT OF CONCRETE INCLUDES: FOOTING STEEL LOCATION AND GRADE, AND SIZE/DEPTH OF FOUNDATION AND CLEANLINESS OF FOUNDATION. FOR MASONRY A PRE -GROUT INSPECTION SHALL BE PERFORMED. THE PRE -GROUT INSPECTION INCLUDES: VERIFICATION OF THE LOCATION OF STRUCTURAL ELEMENTS, GRADE OF REINFORCEMENT AND OVERALL WORKMANSHIP AND QUALITY OF MATERIALS BEING USED FOR CONFORMANCE WITH CONSTRUCTION DOCUMENTS. ADDITIONAL SPECIAL INSPECTIONS AS REQUIRED BY JURISDICTION. *NO OUTDOOR SURROUNDING LIGHTING OR LOW VOLTAGE LIGHTING *NO OVERHEAD UTILITY / SERVICE LINES fIrTA IA IIA I(' 1A/AI 1 AT ,']C-1 RAISED SPA AT +18" WITH NATURAL GRAY BROOM FINISH CONCRETE CAP AND STACKED STONE SPILLWAY *BENCH AT 15" WATER DE TANNING SHELF AT 6" WITH ONE UMBRELLA E POOL DETAILS TYPE: GUNITE SURFACE AREA: -3.40-SQ. FT. PERIMETER: 75 LN, FT. SIZE: 25'-0" x 1.8'-6' DEPTHS: -3'-0" TO 5'-0° SPA DETAILS SIZE: 7'-0"-x6'-0"-- SURFACE _0"_x 6' -0" - SURFACE AREA: 33 SQ. FT__. -- PERIMETER: 20 LN. JETS QTY: 4 SPILLWAY TYPE: STACK -ED STONE SPA HEIGHT: +1.8"_-- SPA FACE: TILE OR STONE LIGHTS: -100- WATT --- - -__-__ MISC: - - __ EXCAVATION / STEEL TYPE: 60"- BOBCAT ACCESS: LEFT SIDE YARD_ ELEVATION: AT EXCAVATION - _ CONC. REMOVAL: _NO _ SOD REMOVAL: _NO_ _-_- -- _- 6" R.B.B:----------- - 12" R.B.B: - - ---- 18" R.B.B: -SPA -_ 24" R.B.B: --- --- -- 30" R.B.B: _- - -------- ---------- TAN SHELF DEPTH: 6" W.D. ROCK POCKETS: NO -_--- CENTERS: AS_ -NECESSARY _-_-- GUNITE SPILLWAY TYPE: -STACKED---- SPILLWAY SIZE: 7' LN. FT. _ DAM WALL WIDTH: -15 MISC: - --- -- - N J Uj 0O � GREAT ROOM I Tasove ---- �� a Y ^� PLUMBING d1 „ 5 FILTER. PENTAIR _ --_ SIZE: 420 \ �� ()' � ��1� ); POOL PUMP: _ PENTAIR. SIZE: VARIABLE x LLJ BOOSTER PUMP: _- _- SIZE: ---_-_ _ GAS AND ELECTRIC STUBS FOR FUTURE BBQ p -` \�= _J v y ow BATH! --- - , ADD'L PUMP: SIZE: \ KIT NE'N ADD'L PUMP: SIZE: 7 A i - J i 4 cors L'. HEATER: - -----SIZE: -SIZE:- { PENTAIR 400 00o BTU t1J OPT. 08L. - z 4v' ...— ,\, b ave"s Vis: CONTROL SYSTEM: -SEE SELECTION i - -- N ._ OPT. MICRO? ( { ! t_ - Li"£" � � SUB PANEL AMP: 50 AMPS ,., OVEN ADD'L OUTLETS: -NONE GRAY BROOM FINISH CONCRETE DECKING 4PANTR _ Q „ REF ---- --^.--^•— _ • --- , �� GAS LINE FT: _ 74 - STUBS: NONE_ 1,— U FOUNTAINS / SPRAYHEADS: NONE _-_ __ Q = C� aer. SHEER DESCENTS: NONE----- wrc. ENTRY'CAIJINDRY w^"`'" POWD, w l CLOSE 1 _--300 WATTS -- O POOL LIGHTS _ CD 4...—J � DEN / SPA uGHTs: _ 1 --_100 WATTS - - ° W \ BEDROOM 4 - -- MISC: - - - n 0 LnL L.1i J O EQUIPMENT AND AC BLINDWALL AT APPROXIMATELY +54" - --- --- O BEDROOM 2 '/ DECKING r-, 0. r - - - - - - - sTORAcF,------_ SQ. FT: 826_SQ._FT. FINISH: BROOM \ - 2 CAR GARAGE EXPANSION JOINTS: YES 20'x22' CANTILEVER: -1-11 LN. -FT._ ,4 STEP FACE: NO STEPS: - - POOL EQUIPMENT SUBPANEL WITH 30" CLEARANCE BAT G DECK DRAINS: NO - -_ AT FRONT AND SIDE `L LI"E" �n� SAND & VISQUEEN: NO ELECTRIC CONDUIT 74' - 1Y2" POLYPROPYLENE GAS PIPE 2013 California Residential Code (CRC), is based on the 2012 International Residential Code 2013 California Electrical Code (CEC), based on the 2011 National Electrical Code (NEC) 2013 California Mechanical Code (CMC), based on the 2012 Uniform Mechanical Code (UMC) 2013 California Plumbing Code (CPC), based on the 2012 Uniform Plumbing Code (UPC) 2013 California Energy Code (CEC), written by the California Energy Commission (CEC) ABBREVIATION LEGEND WD SB = S = A = G = E = = WATER DEPTH SET BACK SKIMMER AUTOFILL GAS ELECTRIC PEBBLE COLOR: SEE SELECTIONS S E L E C T 1 0 N S STONE PLASTER COLOR: N/A SPA FACE & SPILLWAY: DARK SILVER QUARTZITE TILE 1, WATERLINE: SIERRA BLUE 6X6 CONCRETE STANDARD GRAY PAVERS STEP TRIM: -N/A- - ---_- NONE BOULDER TYPE NONE UMBRELLA SLEEVE: _YES ---_- CONTROL SYSTEM EASY TOUCH 4 WIRELESS W/ SALT INDOOR CONTROL WIRELESS BASE PEBBLE / PLASTER MINI PEBBLE: FRENCH GRAY MASONRY SPILLWAY TYPE: _QUARTZITE SPILLWAY SIZE: PER --PLAN__ ---_ WATERLINE MATERIAL: TILE _- STEP TRIM: -NO-- R.B.B. FACE: _TILE ORSTONE COPING TYPE: -CONCRETE_--_ -- REPLACE ACCESS WALL: - N/A FIREPIT: -NONE ---_ __- BBQ: -_NONE --_-- _--_ EQUIP. WALLS: -pER PLAN -- RETAINING WALLS: N/A--- _-- PLANTER WALL: --N/A--- -- -_ PEBBLE / PLASTER PEBBLE COLOR: SEE SELECTIONS PLASTER COLOR: N/A FITTINGS COLOR: T_O- MATCH _--_ STEP TRIM: -N/A- - ---_- UMBRELLA SLEEVE: _YES ---_- Lij FENCING FENCE TYPE: __N/A__--__- --- GATE TYPE: -- -- --- -_ HEIGHT: -- - - ---- REMOVE & REHANG:UO c*t*l EST. START: _SEPTEMBER__ 2, 2015 ' I ten/+ ::) N EST. COMPLETION: -__-_ - - 0 L.L_ U Ljj O OTHER - � LLJUw �Q DATE: 10.26.15rp 0 croo =Uzw COCO Q 1- 0 SCALE: 18" = 1'-0" *NO OUTDOOR SURROUNDING LIGHTING OR LOW VOLTAGE LIGHTING *NO OVERHEAD UTILITY / SERVICE LINES RAISED SPA AT +18" WITH NATURAL GRAY BROOM FINISH CONCRETE CAP AND STACKED STONE SPILLWAY *BENCH AT 15" WATER DE TANNING SHELF AT 6" WITH ONE UMBRELLA S NATURAL GRAY BROOM F EQUIPMENT AND AC BLIN POOL EQU AT FRONT 2013 California Residential Code (CRC), is based on the 2012 International Residential Code 2013 California Electrical Code (CEC), based on the 2011 National Electrical Code (NEC) 2013 California Mechanical Code (CMC), based on the 2012 Uniform Mechanical Code (UMC:) 2013 California Plumbing Code (CPC), based on the 2012 Uniform Plumbing Code (UPC) 2013 California Energy Code (CEC), written by the California Energy Commission (CEC) s ELECTRIC CONDUIT 178' - 1Y2" POLYPROPYLENE GAS PIPE Nol.ion��ddb/ a3n 'ld3a A1.3AVS18 %icni VINino vi A0 �da ABBREVIATION LEGEND WD SB = S = A = G = E = = WATER DEPTH SET BACK SKIMMER AUTOFILL GAS ELECTRIC S E L E C T 1 0 N S STONE QUARTZITE TILE WATERLINE T.B.S. CONCRETE STANDARD GRAY PAVERS NONE BOULDER TYPE NONE CONTROL SYSTEM EASY TOUCH 4 WIRELESS W/ SALT INDOOR CONTROL WIRELESS BASE PEBBLE / PLASTER MINI PEBBLE T.B.S. POOL DETAILS TYPE: GUNITE SURFACE AREA: 340 SQ. FT. PERIMETER 75 LN, FT, SIZE: 25'-0" X DEPTHS: T -O" TO 5'-0" SPA DETAILS SIZE: T-0" X 6-0" SURFACE AREA: 33 SQ, FT, PERIMETER. 20 LN, FT, JETS QTY: 4 SPILLWAY TYPE: STACKED STONE SPA HEIGHT: +18" SPA FACE: TILE OR STONE LIGHTS: 100 WATT MISC: EXCAVATION / STEEL TYPE: 60" BOBCAT ACCESS: LEFT SIDE YARD ELEVATION: AT EXCAVATION CONC. REMOVAL. NO SOD REMOVAL. NO 6" R.B.B: 12" R.B.B: 18" R.B.B: SPA 24" R.B.B: 30" R.B.B: TAN SHELF DEPTH: 6" W.D. ROCK POCKETS: NO CENTERS: AS NECESSARY GUNITE SPILLWAY TYPE: 5 I ALKtU SPILLWAY SIZE: 7' LN. FT. DAM WALL WIDTH: 15" MISC: PLUMBING FILTER: PENTAIR SIZE: 420 POOL PUMP: PENTAIR SIZE: VARIABLE BOOSTER PUMP: SIZE: ADD'L PUMP: SIZE: ADD'L PUMP: SIZE: HEATER: PENTAIR SIZE: 400.000 BTU CONTROL SYSTEM: SEE SELECTION SUB PANEL AMP: 50 AMPS ADD'L OUTLETS: NONE GAS LINE FT: 178' STUBS: NONE FOUNTAINS / SPRAYHEADS: NONE SHEER DESCENTS: NONE POOL LIGHTS: 1 - 300 WATTS SPA LIGHTS: 1 - 100 WATTS MISC: DECKING SQ. FT: 745 SQ. FT. FINISH: BROOM EXPANSION JOINTS: YES CANTILEVER: 111 LN, FT. STEPS: NO STEP FACE: NO DECK DRAINS: NO SAND & VISQUEEN: NO MASONRY SPILLWAY TYPE: QUARTZITE SPILLWAY SIZE: PER PLAN WATERLINE MATERIAL: TILE STEP TRIM: NO R.B.B. FACE: TILE OR STONE COPING TYPE: CONCRETE REPLACE ACCESS WALL: N/A FIREPIT. _NONE BBQ: NONE EQUIP. WALLS: PER PLAN RETAINING WALLS: N/A PLANTER WALL. N/A PEBBLE / PLASTER PEBBLE COLOR: SEE SELECTIONS PLASTER COLOR: N. FITTINGS COLOR: TO MATCH STEP TRIM: N/A UMBRELLA SLEEVE: YES FENCING FENCE TYPE: N/A GATE TYPE: HEIGHT: REMOVE & REHANG: EST. START: SEPTEMBER 2. 2015 EST. COMPLETION: OTHER D A T E: 08.31.15 SCALE: Y8 = 1'-0" LU 3:00 N W F -- D U) LJ, N Q 00 tOOQU e -11w OlU �WpO #�wcn Lr) C0� U0000 �r? Q r- -Q � UI�_CL1*_1 w U z w 0 w r\I r o o z r U 0 � 0 0 Q UZw Q r-i �, a � U eg o