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05-5376 (RPL)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 T4&t 4,4 Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: 05-00005376 Property Address: 52145 VIA CASTILE APN: 772-410-998-3 -32453 - Application description: POOL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 18000 Applicant: Architect or Engineer: ----------------------------------- TION QF&AI LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commenc C,EC Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: C8 C27 C29License No.: 656128 Date: /23-ontrac1eY/ 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).: (_ 1 I, as owner of the property, or my employees with wages as their sole' compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions.Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_ 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 contractor(s) licensed pursuant to the Contractors' State License Law.). I—) 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 Name: _ Lender's Address: LQPERMIT Owner: ND LA QUINTA PARTNERS 375 N FRONT ST STE 200 COLUMBUS, OH 43215 Contractor: CALIFORNIA POOLS & SPAS P.O. BOX 1280 COACHELLA, CA 92236 (760)398-9222 Lic. No.: 656128 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/09/05 - ------------------------------------------ WORKER'S COMPENSATION DECLARATION' I hereb 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 iss I haveve 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 SEABRIGHT INS Policy Number BB1050510 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 of the Labor Code, I shall orthwith comply with those provisions. Uate: 1243'011— Applicant✓Co WARNING: FAILURE TO SECURE WORKERS' OMPENSATION 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 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 county to enter upon the above-mentioned property for i spection purposes. DD :��� Signature (Applicant or Agent)' *7 Application Number . . . . . 05-00005376 Permit . . . BLDG POOL PERMIT Additional desc . Permit Fee . . . . 180.00 Plan Check Fee 117.00 Issue Date . . . . Valuation . . . . 16430 Expiration Date . . . 6/07/06 Qty Unit Charge Per Extension BASE FEE 45.00 15.00 9.0000 ---------------------------------------------------------------------------- THOU BLDG 2,001-25,b00 135.00 Permit . . . MECH POOL Additional desc . . Permit Fee . . . 24.00 Plan Check Fee 6.00 Issue Date . . . . Valuation . . . . 0 Expiration Date '. 6/07/06 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 9.0000 ---------------------------------------------------------------------------- EA MECH FURNACE <=100K 9.00 Permit . . . ELEC POOL PERMIT -RES Additional desc . . Permit Fee . . . . 45.00 Plan Check Fee 11.25 Issue Date . . . . Valuation 0 Expiration Date . . 6/07/06 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 30.0000 ---------------------------------------------------------------------------- EA ELEC PRIVATE SWIMMING POOL 30.00 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 27.00 Plan Check Fee 6.75 Issue Date . . . . Valuation . . . . 0 Expiration Date 6/07/06 Qty Unit Charge Per Extension BASE FEE 15..00 1.00 6.0000 EA PLB FIXTURE 6.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 3.0000 ---------------------------------------------------------------------------- EA PLB GAS PIPE 1-4 OUTLETS 3.00 Permit . . . . . . WALL/FENCE PERMIT LQPERMIT Application Number . . . . . 05-00005376 ' Permit . . WALL/FENCE PERMIT Additional desc Permit Fee . . . . 37.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 1570 Expiration Date 6/07/06 Qty Unit Charge Per Extension BASE FEE 15.00 11.00 2.0000 HIND BLDG 501-2,000 22.00 ---------------------------------------------------------7------------------ Special Notes and Comments SPA ONLY. 20 LF 42"EQUIPMENT WALL CITY STANDARD. 35 LF 6' & 12 LF 6" BLOCK WALLS ORCO SYSTEM. 8 LF 3' COLUMN. ALARMS/BARRIERS SHALL BE IN PLACE PRIOR TO PRE -PLASTER INSPECTION. Fee summary Charged Paid Credited Due ----------------------------------------------- Permit Fee Total 313.00 .00 ---------- .00 313.00 Plan Check Total 141.00 .00 .00 141.00 Grand Total 454.00 ..00 .00 454.00 LQPERMIT Bib # Permit # 53 Project Address: 62—) cl � U A. P. Number: Legal Description: Address: City, ST, Telephone: 760) 37 0'y'� Z State Lic. # : (0-5,cp 3 - Arch., Engr., Designer Address: City, ST, Zip: Tele hone• City Of La Quinta Building U Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet \Q Owner's Name:N Q Va Q,-., � O Address: City, ST, Zip: Telephone: Project Description: -�p\ v City Lic. #: P Z p Construction Type: Ocaipancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: 07 - Je Sq. Ft.: 9 # Stories: # Units: Telephone # of Contact Person:;2j�—�C�� 5.25=0� Est t d V # Submittal Plan Sets Structural Calcs. Truss Calcs. Energy Calcs. Flood plain plan Grading plan Subcontactor List Grant Deed H.O.A. Approval IN HOUSE: - Planning Approval Pub. Wks. Appr School Fees tma a alue of Project: l 0-/ APPLICANT: DO NOT WRITE BELOW THIS LINE d Recd TRACKING. PERMIT FEES Plan Check submitted :, ' Item Amount Reviewed, ready for corrections Plan Check Dcposit Plan Check Balance Called Contact Person Plans picked up Construction Plans resubmitted Mechanical Z"" Review, ready for corrections/issue Electrical Called Contact Person Plumbing S.M.I. Plans picked up Plans resubmitted Grading Review, ready for corrections/issue Developer Impact Fee Called Contact Person A.I.P.P. Date of permit issue 5 ib .x/30. II Total Permit Fees STS 6' 8" to 8'8` HIGH M 16" SQ. PILASTER FOR 70 & 80 MPH EXPOSURE C WIND CONDITIONS IN. FOOTING DEPTH FOR 5' TO DAYLIGHT SLOPE WALL @ TOP WALL @ WALL @ 1 FT. SETBACK 2 FT. SETBACK 2 TO 1 2=6' 2=0' — 3 TO 1 2=0' 2'' — OPTIONAL CAP )11 168161 OR 16616 PILASTER — CMU- SOLID GROUTED_ VERT DROP-IN LS W/24'MIN. INTO CMUJ EQUAL Z Q DESIGN CRITERIA: 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF +INCR FOR WIDTH & WIND OR SEISMIC LOADING 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF 3. CONCRETE/GROUT STRENGTH = 2000 P3I @ 28 DAYS. 4. REINFORCING STEEL : GRADE 40 FOR I% BARS AND SMALLER & GRADE 60 FOR #5 AND LARGER 5. SEISMIIC - ZONE 4, SEE BELOW FOR PROXIMITY TO SOURCE. 6.1500 PSI MASONRY COMPRESSION STR; NG7H. HALF STRESSES USED - NO SPECIAL INSP-CT70N READ. NOTES 1. CONCRETE BLOCK SHALL CONFORM TO UAC STD, 2.'d. ORCO STD. PRECISION. SPLIT FACE. OR SLUMPED BLOCK MAY. BE USED. 2 CONCRETE FOR FOOTING SHALL BE 1 PARTCEMEM-' 702-12 PARTS SAND TO 3.12 FARTS GRAVEL WITHAMAXIMUA. OF 1-12 GALLONS OF WATER PER SACK PORTLAND CEMENT :.HALL CONFORM TO ASTM C 150 TYPE ll✓V. Fc =2000 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CCVFORM TO ASTMA 615 GRADE 40 FORY4 BARS AND SMALLER, GRADE 60 FOR b:5 AND LARGER PROVIDE 40 BAR DIAMETER LAP FORIGRADE 40 _REBAR AND 48 DIAMETER .LAP_FOR.GRADE 6B_. -- 4- .- 4. RERAR SHALL BE CENTERED IN THE CONCRETE BUCK CELL IN WHICH IT IS LOCATED U.N.O. 5. CONCRETEBLOCK SHALL BELAYED WARUNNING BOND PATTERN WITH VERTICAL CONTWUITYOF THE CELLS -✓NO. 6. ALL BLOCK CELLS CONTAINING VER77CALREBAR SPALL BE SOLID GROUTED. T. USE OBP TYPE S MORTAR PROPORTIONED USING LBC ABLE NO. 21 -✓l 1 PART CEMENT TO 12 FART LIME TO 4.12 PARTS DAMP, LOOSE SAND. B GROUTFOR CONCRETE BLOCK TO BE I PART CEMANTT03 PARTS SAND (GROUT MAY CONAW 2 PARTS SW PEA 4RAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK CNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUT FLJWJ. VATER SHALL BEADOED TO PRODUCE GOOD GROUT -FLOW IYNHOUT 3-112'CLR. SEGREGATION OF THE CONSITUENTS 9. BLOCKSTEMMAYBE WET -SET 1-117INTOTHEFOOr NG WHILE THE CONCRETE IS PLASTIC 1B FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMIACTED FILL WITHA MINIMUM COMPACTION OF90X 11. FIRST INSPEC770M TO BE AFTER FOO TING TRENCI£SARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS'IED IN PLACE SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS W PLACE AND THE BLOCK PILASTER IS READY TO GROLX 12 SEISMIC GOVERNS THE DESIGN OFPILASTERS. FCR PILASTER EQUAL DESIGNS FOR SITES THAT ARE CLOSER 7D AC MIF FA 4L M PLEASE CONTACT YOUR LOCAL ORCO REPRESENATNE. 13. PROVIDE AN EXPANSIONICONTROL JOINTAT EACH -SIDE OF PILASTER WHERE INTERSECTING BLOCK WALLS OCCM TYPE OF F�RTHQUAKE FAULT & SQ. FOOTING WIDTH 'IM SITE PROXIMITY FROM FAULT 2 — I I 1 MAX T-4' 8'8' 5 Km FROM TYPE B FAULT & 10 Km FROM TYPE FAULT. Z o x X-0" 2 Km FROM TYPE B FAULT & I 5 Km FROM TYPE FAULT. C9 — I X-0' #4HORZ-20'LONGE.W. LC > @ PAIR OF #4 DOWELS g ¢Q I U uj • y FTO DAYLIGHT LY SEE CHART BLOCK CO. U M F0077NGWIDTH 'IM TYPE OF F�RTHQUAKE FAULT & SQ. FOOTING WIDTH 'IM SITE PROXIMITY FROM FAULT 6=8' T-4' 8'8' 5 Km FROM TYPE B FAULT & 10 Km FROM TYPE FAULT. 2-4" 2'-6" X-0" 2 Km FROM TYPE B FAULT & 5 Km FROM TYPE FAULT. 2'9" X-0' Page 21 Q jkpFESSION Q✓O� �` S . �� F Lcl: c ~ X31925 A ,k ExG.12-31-2004 �, s 9T C I V ���P R � CA1.1F0 6".C.M.U. f'm= 1350psi. Fy-- 40000psi /4 0 24" Vert O CL 14 O 32' Horiz 6 1/4' ALTERNATE 3' CLEAR BENDS N4 HORIZ. AS SHOWN T I _ 6' 6" C.A4.U. 1 6 t m- 1350psi. Fy= 40000psi .-. .- - - -- -- - -- ---- -------_-_— -.=N4=0:'24.. Ve7f-0=Cl.'---_-_------- `\\\ p4 O 32' Horiz 61 fm= -1350psi. Fy= 40000psi %4 0 24' Vert O CL /4 O 32' Horiz Scale: 3/8' -i 1'-0' 3' CLEAR #4 HORIZ. AS SHOWN T I OPTIONAL 10-11/16' 30"LAP �5 GARDEN WALL zi ALTERNATE ' Scale: 2/8' V-0' 3" CLEAR BENDS ,V4 HORIZ. AS SHOWN T I / I / 6" C.M.V. Pmt 1350psi. Fy_ 4000 Opsi J/ B4 0 24' Vert O CL d4 f3' 32" Horiz ' GARDEN WALL Scale: 3/8' a 1'-0' 6" C.M.U. f'm= 1350psi, Fr 40000psi R4 0 24' Vert 0 CL #4 O 32" Horiz I N OPTIONAL 10-11/16. 30'LAP ' • a 3" CLEAR ALTERNATE T BENDS 94 HORIZ. AS SHOWN O I 4 GARDEN WALL Scole: 3/8' = 1'-0" 3' CLEAR -- p4 HORIZ. AS SHOWN 'T (P GARDEN WALL Scow. 3/8- � 1'-0• 6' HIGH oRco WALL SYSTEM SITE WALL FOR 70 MPH WIND @ EXPOSURE C OPTIONAL FLAT CAP ORCO 6816, 6616, OR 6618 CMU GROUTEDONLYQa VERTSTEEL DESIGN CRITERIA: 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF 3. CONCRETEIGROUT STRENGTH= 2000 Pail Qa 28 DAYS. 4. REINFORCING STEEL: GRADE 40 FOR #-: BARSAND SMALLER 8 GRADE 60 FOR #5 AND LARGER 5 SEISMIIC - ZONE 4, 5 KM FROM TYPEA CR B SOURCE. 6.1500 PSI MASONRY COMPRESSION STRcNGTH. HALF STRESSES USED - NO SPECIAL INSPICTION READ. MIN. FOOTING DEPTH FOR 7'70 DAYLIGHT WALL LJa WALL @WALL Q SCOPE TOP 1 FT SETBACK 2 FT. SETBACK 2 TO 1 3'--6" 310, 2'-6' 3 TO 1 24' 2,-0" — NOTES: - _ — - ------ - -_: _ I. CONCRETE BLOCK SHALL CONFORM TO LRC STD. 214. ORCO STD. PRECISION, SPLITFACE, SLUMPED, ORWEDGELOCKBLOCK #4 VERT DROP-IN BAR Q 40' MAYBE USED OIC (36' OIC FOR 18" LONG CMU) 2. CONCRETE FOR FOOTING SHALL BE 1 PAF'T CEMENTTO2-M2 PARTS SAND TO 3-112 FARTS GRAVEL MTHAMAXIMUM OF 1-112 GALLONS OF WATER PER SACK. PORTLAND :EMENT SHALL CONFORM TO ASTM C 150 TYPE IIN.. Fc = 2000 PSI #6 STD JOINT REINFORCEMENT Qa /�— 24' OIC (3 PLACES) PER UBC STD. 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO / 21-10. USE #5 STD. FOR SLUMP ASTMA 615 GRADE 40 FOR #4 BARSAND SMALLER, GRADE 60 FOR BLOCK #5 AND LARGER. PROVIDE 40 BAR DIAMETEF LAP FOR GRADE 40 `�m REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60. ORCOc 4. REBAR SHALL BE CENTERED /N THE CONCRETE BLOCK CELL IN 8„ WHICH IT IS LOCATED. IC31925 * Exg.12-31-2004 5. CONCRETE BLOCK SHALL BE LAYED INA F UNNING BOND PATTERN WITH VERTICAL CONTINUITY OF TPE CELLS UNO. Page 28 6. ALL BLOCK CELL CONTAINING VERTICAL IWBAR SHALL BE SOLID FO cF CA��F GROUTED. 7. USE OBP TYPE S MORTAR PROPORTIONED USING UBC'ABLE NO. 21-A. 1 PART CEMENT TD 112 PART LIME TO o-112 FARTS DAMP, LOOSE SAND. #4 DOWEL Q 40" OIC 8. GROUT FOR CONCRETE BLOCK TO BEl' F4RTCEMENT TO 3 (36' OIC FOR 18 -LONG CMU) PARTS SAND (GROUT MAY CONTAIN 2 FART-- 318- PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUTFLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GRO&T FLOW WITHOUT SEGREGATION OF THE CONSITUENTS. SETBACK I SEE CHART 9. BLOCK STEM MAYBE WETSET 1-112"INTG THE FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM A04Y BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTII'G. _ f0. FOOTING MUST BE POURED ON OR INTO UNDISTURBED — 2 NATURAL SOIL OR ON COMPACTED FILL WIT -IA MINIMUM 1 MAX L COMPACTION OF 90%. I I I 1 1 11. FIRST INSPECTION TO BEAFTER FOOT/Ar' TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACEAND THE BLOCK WALL IS READYTO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 40' DIC OR 20' OIC IF THE WALL IS TO BE STUCCO COATED. #4 HORZ. CONT. P �k:D F E S S /ON 10 y O� M9< c `�m 770 DAYLIGHT ORCOc ~ cl) 8„ BLOCK CO. IC31925 * Exg.12-31-2004 Page 28 FO cF CA��F . f 00 77 CONSTRUCTION , • UC ION LEGEND. Fin 2 1 DRIVEWAY PAVING- COLORED CONCRETE WITH LO � O N .EXPOSED AGGREGATE FINISH, DAMS COLOR # S237 SANDIEGO BUFF rn 2 CART DRIVEWAY PAVING GRASS CELL PAVING N co O 9 n N - BY OTHERS. 0) ' ' ' ' ' ' ' ' " ' 3 ENTRY WALK PAVING- BRLCK PAVER ON SAND ]N HERRINGBONE PATTERN 4 Q ^ • � � O WITH BRICK SOLDIER. COURSE BAND ON CONCRETE BED U � .'...','.'.'.'.'.'.,'.' R.. Q COLA CHARLY BROWN" aD ................... •............ . ... .•.• I J .. . . . . . . . ...... , .. , .. , . , , • , , , . ® POD ENTRY GATE TYPE -A DECORATIVE TIMBER AND WROUGHT IRON 1 w x N : ... ,. uc"01 :.. . .................... GATE, COLUMNS AND FRAMED STRUCTUP.F. WITH PLASTER FINISH L4. Q L to ...... Z ... ..Q5 ENTRY. FOUNTAIN TYPE A 1 p � .. ......: _... .•.. ....CN Z ...... V : 2TI a U o ERF.D FOUNTAIN, PLASTER BASIN PLASTER, EXTERIOR AND BRICK COPING (� TERRACE PAVING 04 BRICK PAVER ON SAND IN BASKET WEAVE g N w J PATTERN WITH BRICK SOLDIER COURSE BAND ON MORTAR rn 4. I Z 00 w rn v Q _ 7 SPA TYPE A RAISED SPA AT +18 PIASTER EXTERIOR TO MATCH 4 O _ o �-- o . QARCHITECTURE TILE PATTERN O EXTERIOR PER PLAN, CAPSOLDIER r ci ' COURSE PATTERN PER PLAN (TYPE: HIGGINS TUMBLED BRICK PAVER COLOR. � ICO - CHARLY BROWN), (8) EIGHT JETS AT RANDOM HEIGHTS, EXTERIOR TILE to BAND, 3M PLASTER INTERIOR. WITH TILE WATER LINE DETAIL. ® OUTDOOR FIREPIT- TYPE A 3 N a RAISED 18", PLASTER EXTERIOR TO MATCH HOME W1 TILE. L , --- BAND BRICK CAP BRICK COLOR TO BE CHARLY BROWN" ®SEAT WALL- 24" X 16" CMU BLOCK (18" ABOVE PATIO 7 — — GRADE), PLASTER FINISH, BRICK CAP F d 0 BRICK COLOR TO BE " CHARLY BROWN" 10 o OUTDOOR FIREPIT- TYPE B , RAISED 18",PLASTER EXTERIOR W /DECORATIVE TILL BAND, BRICK CAP L4. 1 e OUO � �/�✓ BRICK COLOR TO BE CHARLY BROW N o ] 1 SPA- TYPE C- RAISED 18", PLASTER EXTERIOR, BRICK 0 c --I , CO COPiRG, PLASTER INTERIOR, AND 4" TILE SCRUB COUR O SE 6 rr 1.2 FREESTANDING WALL. 6 HIGH, 8 CMU WALL WITH PLASTER FINISH 1 0 i 13 UNIT GATE- 36 DECORATIVE METAL GATE BY OTHERS 0 ® � 1 1,..- -- • • • ' ' :.' � •• •• •�' '.' � � •• � •.'.' •' •• •� •� .'�.' :. 14 WALL FOUNTAIN- DECORATIVE TILE PANEL AND TERRACOTTA 2 POT WITH BRICK COPING cu 15 ' ENTRY FOUNTAIN- TYPE B - PRECAST FOUNTAIN WITH SUBMERSIBLE PUMP 2 lI VIa3W PER PLAN, PLASTER EXTERIOR TO MATCH COLOR OF COURTYARD ENTRY GATE, TILE PATTERN EXTERIOR PER PLAN BRICK COPING PL. HIGGINS • DOUBLE BULLNOSE TUMBLED BRICK PAVER, COLOR TO BE'CHARLY • " � t, •• ,". '..' ,• ,, , ,�•.•, , BROWN'), (4) FOUR LOW VOLTAGE LIGHTS, EXTERIOR TILE BARD, \ 3 r 3M PLASTER INTERIOR WITH TILE WATER LINE :.': ' ` , '' :: 16 SPA- TYPE B - RAISED SPA AT +18" PLASTER EXTERIOR TO ARCHITECTURE 5 �. ' J ' ' ' TILE PATTERN ON EXTERIOR PER PLAN, BRICK CAP IN SOLDIER COURSE. L4.2 .. .... ..: '; : ,, ..:: • • •; ' '.... •:.' PATTERN, COLOR. TBD), (8) EIGHT JET'S AT RANDOM HEIGHTS, EXTERIOR • • • . • • � . • •, , , .. •: ••, , , .. • • • TILE BAND, 3M PLASTER WITH TILE WATER LINE. � • • � • • � � 7. STEP ATSPA- BRICK ON MORTAR PLAN, BRICK PAVER COUNTER TOP AT +36 BB 18 BBQ PER Q, SINK AND 4 — — — — = — — — . , ; : O •,•,' .'. ••••I , ',r •,•;, '; REFRIGERATOR PROVIDED BYGENERAL CONTRACTOR AND INSTALLED BY 4 _1 CALIFORNIA POOLS, (2) SETS OF ACCESS DOORS, STUCCO AND PAINT TO MATCH I ARCH TECTURE AND FLEX LIGHT. — .......... .. „ g ' , , _ 19 UNIT ENTRY WALL 48 (42 ABOVE FINISH GRADE) HIGH 8 CMU WALL WITH PLASTER FINISH AND ROUNDED ENDS , . . , ... , ..; • ! t.t..,. 3 20 BASKETWEAVE PATTERN BRICK PAVER ON SAND WITH BRICK SOLDIER � O V + ... ,. . . COURSE BAND ON CONCRETE BED, COLOR BURNT TOAST . . M ' a t' J '� ._•-- .� '... • • •.•,......,.; , , • ©1 ENTRY COLUMN -B' PLASTER COLUMN W/ DECORATIVE 6 • • •,' . TILE ADDRESS MARKER & BRICK CAP 22 COURTYARD ENTRY GATE WALL -8' PLASTER WALL 4 � WITH 8" C ^ " . MU BLC7CK CMU W ALL DRAINAGE VOID PER CIVIL PRECISE GRADING PLAN NQ r V" 5 a © SPA EQUIPMENT WALL AT +42" PER PLAN WITH CALIFORNIAN 460 SQ. FT. : • " L4.3 -'-j ' ' ' • ' ' : ' • •� •� • ' ' ' , , , , .. • • • 'FILTER, CALIFORNIAN 2.5 HP PUMP, CALIFORNIAN 2.5 HP BOOSTER PUMP, N ' � „_.-_-•- ,' ,�. ; ,• .• •• ,' •' .' :.' •�, •,• ; ,' .' ..' • • . ; ; ; .' . ; ,• : ,' , .. CALIFORNIAN 400,000 BTU HEATER, PRECAST CONCRETE PADS FOR SPA C) �l 0 EQUIPMENT • 1`d 2G ACCENT WALL WITH DECORATIVE URN . +L 3 . BBQ WITH PLASTER WALL PER PLAN, TILE COUNTER TOP AT+36 , TILE �`� O .. a� BACKSPLASH AND TILE. INLAY ON I 4 _ ..., .. PLASTER 14 AI,L, BB SIN", AND 2 ' REFRIGERATOR PROVIDFD BY GENERAL CONTRACTOR AND INSTALLED BY CALIFORNIA POOLS, (2) TWO SETS OF ACCL'4S DOORS, STUCCO AND 0 O r - PAINT TO MATCHR A CHITECTUP.E AND FLEX LIGHT . 9 ENTRY HF FOUNT AIN TYPE C . PRECAST FOUNTAIN, PLASTER BASIN, PLASTER EXTERIOR AND BRIK COPING 3 0 ENTRY FOUNTAIN- TYPE D- FOUNTAIN BUBBLERS PLASTER1 BASIN PLASTER. EXTER TOR ARD BRICK COPING, 1 3" x 3" CONCP.ETE PAD FOR AC UNITS POD ENTRY GATE TY?E B DECORATIVE TIMBER AND WROUGHT IRON2 GATE COLUMNS WITH P AS L TER FINISH TO MATCH GARAGEG� IJ/•� I � CONCRETE BASO ,�--•-'�'�- NOTE. SEE SITE SUPERINTENDANT FORANDY RS -6 LO C� J CATION FOR EACH LOT _ .. .... , , . _ SPA: ENTRY F _-----"^" PLUMBING. OUNTAIN: — „ - FILTER: CALIFORNIAN 460 SQ.FT 1 -SUBMERSIBLE F PUMP C:!) :. CIRCULA. • CALIFORNIAN 2.5 H P BOOSTER: CALIFORNIAN 2.5 H P HEATER: CALIFORNIAN 400,000 BTU i . CJ OWNER RESPONSIBILITIES �. -r• T •1-..1•-1 T.T ,moi T• I I OWNER T0. (1) DETERMINE THE APPROXIMATE ELEVATION OF POOL OR SPA AT LAYOUT ON DAY OF EXCAVATION . , ...... • (2) TAKE NOTICE THAT POOL AND EQUIPMENT LOCATIONS ARE SUBJECT TO ACCEPTANCE OF \ LOCAL BUILDING DEPARTMENT AT TIME OF ISSUANCE OF PERMIT (3) WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED t ' J 4 AGREE THAT CALIFORNIAPOOLS IS NOT 5P O RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OBJECTS, 0 AND ANY DAMAGE TO CURBS SIDEWALK DRIVEWAYS, LAWNS OR OTHER ITEMS IN THE ACCESS AREA r — — n S. YS, EA (5) SEE THAT ALL FENCING, GATES, AND GARAGE DOORS MEET LOCAL CODES FOR A POOL ENCLOSURE PRIOR TO PREPLASTER INSPECTION . • , .: , . • , . • , . • , . ; , . • , . • , . , . F1 POOLIMMEDIATELY AFTERPLASLER. (FOLLOW INSTRUCTIONS -- DO NOT USE RUBBER HOSE) � (7) TAKE NOTICE THAT THIS DRAWING IS THE SOLE PROPERTY OF CALIFORNIA POOLS AND THAT ANY N USE WITHOUT WRITTEN PERMISSION OF CALIFORNIA POOLS, INC. IS PROHIBITED BY LAW. 0 �•. "� , • . • . • . • � OWNER APPROVES PLAN POOL, AND EQUIPMENT LOCATIONS AND HAS READ THE RESPONSIBILITIES AND NOTICES ABOVE. I }• \SIGNATURE(S) DATE �.- SWIMMING POOL PLAN FOR: N O ..NAME BUNG • • ALLOW TOT 3 2`� STREET eis VIA C S JOB ADDRESS HIDEAWAY CITYLA QUINTA / W .. �. PHONE ❑FFICE RES • • . ' . LOT 3 TRACT PAGE BOOK O MAP BOOK PAGE N❑• • •; ,; ,, ,; ,; ,,,, ,, ;; .. I CITY O MAIL ADDRESS / ; , . • . • ; . CONSTRUCTI❑N OFFICE PHONE NO, O • ; , , • , SCALE DATE S' RAWN BY SOLD BY CHECKE B d . • . • l/8 1 _ • -05 11 11 KP KUNAL GRAHAM BSc) ... JAB# qREVISIONS 1 q DATE Opp •'�•':•'�'':' • . : . 'I � ...........:.�:� ;:I:•� SELECTI❑CJS 0 STONE uiI`i1 Tp TILE EU6LDI�' O SIG & SAFETY PAF �� A T H0 IZ A BOULDERS DECK COLOR' JANDY A1E BY PEBB,/PLAS SIGNATURE oanwiu.No DRAINAGE NOTE: Drainage and irrigation for planters and pots; -.by L2�� others, unless otherwise noted. 5ALE5 ,I FIELD DIG PRE-GUNITE I UNDERGROIUND �I MASONRY I _ DECK PRE -PEBBLE BOULDERS DECK COLOR' JANDY A1E BY PEBB,/PLAS SIGNATURE oanwiu.No DRAINAGE NOTE: Drainage and irrigation for planters and pots; -.by L2�� others, unless otherwise noted. SEEPLAN)Sec I t ion VALVE (TYP-) I OVERFLOW DRAIN FILL WATER BASINS. POOL R TO .ELECTRICAL PLAN FOR FOUNTAINS TO HAVE AUTO NOTE. REFER FOUNTAIN LIGHT CONTRACTOR TO SUBMIT MECHANICAL SHOP DRAWINGS FOR FOUNTAIN LIGHT &POWER SWITCH -rn nnKlcT611/'T1r1A1 �j _ .V.C.S! PRECAST CONCRETE FOUNTAIN » .TUMBLE 11 HI GGINS SINGLE BULLNOSE JOINT. T R 0 VE WITH 3/8" MORTAR BRICK PAVER IFI . CO LORITO BE "CHARLEY BROWN". j PLASTER FINISH TO f _I MATCH ARCHITECTURE 'i El ation ev �, 4 x4 MEXICAN TILE ACCENT . ��_ �� — - 0 14 1 Sca le. / US (CONTINUOUS) ( p INUO BLE. TILE AVAILABLE: _ STONE CO. ME XICAN TILE & T , 72 954-6272 2 62 , sp 2 —0 ... i DARK GRAY PLASTER SIDES & BOTTOM I TAIN N.V.C.S. PRECAST CONCRETE FOUNTAIN � 10, 2» 3 _7 t- 20» DOUBLE BULLNOSE TUMBLED BRICK COPING REINFORCED CONCRETE TE BASIN PER POOL CTOR CONTRACTOR PRECAST CONCRETE .FOUNTAIN L MODEL ' FT 1004 OR EQUAL) # 17C "FRENCH TERRACOTTA" COLOR _T 0 BE » FOUNTAIN AVAILABLE: � Plan LIGHT (TYP. 0 I N.V.0.S. (7 07) 258-3340 Scale. 1/4"=V-0" FOUNTAIN LIGHT REFER TO POOL FOU ( SHOP DRAWINGS) CONTRACTOR'S ) OSE TUMBLED 11 HIG GINS SINGLE BULLNOSE LLN WATERLINE PER » T R JOINT. BRICK PAVER R WITH H 3 /8 MORTAR TA POOL CONTRACTOR . R "CHARLEY BROWN". co LO T 0 BE» , 4$-81s 14 AVAILABLE FROM: NRY M COASTAL MASONRY DARK GRAY PL ASTER SI 2858 90 9 243-2858 8c BOTTOM � 3 7 42 EXTERIOR PLASTE RTO MATCH ��21 — 2 1COURT » 30 » ISH 0 F COLOR &FIN 2 YARD ENTRY G ATE 3 TYP .TYP. 1 il�ll TYP. IT z/_, ACCENT PAVING (TYP.), SEE L40 — » 1 6 2e 8 FINISH TYP. r , 9n d - a LOCATE- PUMP a BOX N PLANTING AREA GRADE 1 I I I 11 . p a � j _» 3 LOW VOLTAGE PUMP, ROM AN e a a oe qp s, d YP. O o FOUNTAINS MODEL#RSSP_32 OT o o a w e a w aP w w o a. oP O OP Cb w 0 o w 8 e w G11P I GB oB � 011 APPROVED EQ UAL ( OR ) • I o 0 Cis O o Cb o o 9a I I _ . � ELECTRICAL.. CONDUIT Q OVERLO W _ — DRAIN CONCRETE FOUNTAININ SHELL PER POOL C7 _ WAT ERLI NE_ 0 C N TR OR Section n ACT - I UNTAIN RETE FO C.S. RECA ST CONCRETE N.V.C.S. .P 4 NPVC DRAIN WITH GATE VALVE -- NTAIN CAST CONCR.E TE FOUNTAIN U N.V. C.S. PRECAST I 11�» HIGGINS DOUBLE BULLNOSE TUMBLED PAVER WITH 3/8" NOTE. REFER TO ELECTRICAL PLAN FOR LIGHT FOUNTAINS TO HAVE AUTO FILL WATERBASINS. POOL SHOP DRAWINGS FOR 9 SINGLE BULLNOSE TUMBLED BRICK i� JOINT. COLOR T0 BE &FOUNTAIN�POWER SWITCH CONTRACTOR TOSUBMIT MECHANICAL APPROVAL LANDSCAPE ARCHITECT PRIOR TO PAVER WITH 3 8» MORTAR JOINT. BE „CHARLEYBROWN". Eo3 i »CHARLEYBROWN» _ CONSTRU C ON. COLORTO 'PLASTER FINISH TO PLASTER RTO MATCH COLOR OR & FINISH MATCH ARCHITECTURE TILEACCENT Ent �Wate Feature ne A TY Section Planand ofCOUR YARD ENTRY GATE , MEXICAN TILE ACCENT ENTElevadon , I n Elevation , 4 x4» MEXICAN � 4» x4 ALL SIDES 1/2n-1-0�� scale.l/4_1-0 � ALLSIDES)Scale. `Scale: 1/4"=V-0" TILE AVAILABLE TICE AVAILABLE. o ..�' MEXICAN ANTILE & STONE CO. MEXICAN TILE LE & STONE CO. y ( 602 ) 954 — 6272 02 954-6272 6I L� » 3 —0 TYP. 0 i N. V.C.S. PRECAST CAST CONCRETE FOUNTAIN a J E 2,_7 N.V.0.S.PRECASTCONCRETE 2_2» „ T OSE 18" WIDE DOUBLE BLE BULLNOSE » 11 , DOUBLE COPING , » ;.BRICK COPING f , 12 6 4 — 4 REINFORCED CONCRETE. BASIN PER 8 2 REINFORCE D CONCRETE BASIN PER POOL CTOR CONTRACTOR A CTOR CONTRACTOR TR A j POOL , » 1 —6 a S T CONCRETE ETE FOUNTAIN PRECAST CA LIGHT FO NTAI L (TYP.) U —1 EQUAL)UAL MODEL #FT 000 OR ) PRECAST CONCRETE FOUNTAIN COLOR TO BE' 17C FRENCH MODEL " FT 1 Q00 OR EQUAL) ( FOU N TAIN TERRCOTTA A COLOR TO BE #17C "FRENCH 1 _0» LIGHT (TYP AVAILABLE. Pan TERRACOTTA" i TYP. N.V.C.S. AVAILABLE. (( 707 11 258-3340 ��_ 1 4 —1-0 Sca le / N .V.C.S. Plan an TE f�EIN F"OR CED CONCRETE — 0 707 258 334 FOUNTAIN SHELL PER POOL , FOUNTAIN LIGHT—REFER TO POOL. a Scale: 1/4"=V-0" CONTRACTOR CONTRACTORS SHOP DRAWINGS (TYP.) WATER LEVEL —SIZE PER WATERLINE _9» SINGLE BULLNOSE TUMBLED D BRI CK L WATERLINE RLINE —SIZ E PER HIGGINS DOUBLE POOL CONTRACTOR _3 TA R JOINT. , MORTAR PAVER WITH 8 R POOL CONTRACTOR 11\ TUMBLED BRICK PAVER WITH3�8 COLOR TO BE BROWN AVAILABLEBLE FROM: : E MORTAR COLORT0 B Y M COASTAL MASONRY,ONR DARK GRAY PLASTER (TYP 4 "CHARLEY BROWN". AVAILABLE FROM. W4» ATER 3» 26 (909)243 2858 � -PAVING OR MASONRY COASTAL MAS R M C „ 2 1 —6 TYP. _ „ 2 9 'EXTERIOR.. PLASTER TO MATCH Q PLANTING PL 3 9 — 858 ( 90 9 24 3 2 TYP. COLOR &FINISH OF SEE PLAN I I ZZ COURTYARD ENTRY GATE TY , , 11 \ SER TO MATCH COLOR & FINISH OR PLASTER EXTERIOR EXE _ 1 6 — 8 d .2 E PUMP BOX I N LOCATE W T YP as Z �.Z7 COURTYARD ENTRY GATE TYP. OF COU (TYP.) PINI SH TY P. � T Y�P. PLANTING ARE A 0 i .I� 8 » e X LOCA TEP UMP BO IN GRA DE I° VOLTAGE PUMP R OMAN LOW V L , 1 6"TYP 2 PLANTING AREA (PAVING PLANTING d INS MODEL RSS P 32QT - FOUNTAINS WLOW � 2 6,, a VOLTAGE PUMP, ROMAN �ea a 6EQUAL) O e Ad _SEE PLN) 00 i iwOeOP ae OR APPROVED E UAL)TYP. di 7 e 320T FOUNTAINS MODEL OR APPROVED EQUAL) UAL) o5_ w w a O e oe a I � ELECTRICAL CONDUIT a o e O I• I 0 �r • �a �� — ( n V / FINISH d a 4 AL CONDUIT IC ELECTRICAL TR CON C ETE FOUNTA IN SHELL PERR GRADE a e 4 e � e,o o o ea e9a OVERFLOW POOL CONTRACTOR POOL %Q— z'S_ PAVING OR e w a aO O Q a6orea s qB e o o DRAIN 4,N PVC DRAIN WITH GATEVALV E O PLANTING 4 N PVC WITH DARK PLASTER ._. SEEPLAN)Sec I t ion VALVE (TYP-) I OVERFLOW DRAIN FILL WATER BASINS. POOL R TO .ELECTRICAL PLAN FOR FOUNTAINS TO HAVE AUTO NOTE. REFER FOUNTAIN LIGHT CONTRACTOR TO SUBMIT MECHANICAL SHOP DRAWINGS FOR FOUNTAIN LIGHT &POWER SWITCH -rn nnKlcT611/'T1r1A1