Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
05-5371 (RPL)
P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 05-00005371 Property Address: 52205 VIA CASTILE APN: 772-410-998-7 -32453 - Application description: POOL - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 18000 Ta�v 4 4 Q" Applicant: Architect or Engineer: ------------------ LICENSED CONTRACTOR'S DECLARATION BUILDING & SAFETY DEPARTMENT BUILDING PERMIT I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 Icommencing with Section 7000) of Division 3 of the Business an Professionals Code, and my License is in full force and effect. License Class: C8 C2277 C29 LicenseNo.: 656128 Datg./ 2 Contract UDECLARATION I hereby affirm under penalty of perjury that I aexempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and P�DWNER-BILDER essions 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 completiori, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 1, 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 & P.O. BOX 1280 COACHELLA, CA 92236 (760)398-9222 Lic. No.: 656128 VOICE (760) 777-7012- FAX 77-7012FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 12/09/05 ------------------ 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 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 becom subject to the workers' compensation provisions of Section 3700 of the Labor C , shall rthwith comply with those provisions. tDS e:( L rtApplicant. WARNING: FAILURE TO SECURE WORKERS' C MPENSATION 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 onstruction, and hereby authorize representatives of this co mi y to enter upon the above-mentioned propert Inspection purposes. Di Signature (Applicant or Agent): Application Number . . . . 05-00005371 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 2,001-25,000 135.00 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 RLE 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 . . . . . 05-00005371 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 HND BLDG 501-2,000 22.00 -------------------------------------------------------------------------- Special Notes and -Comments SPA ONLY. 20 LF -421 -EQUIPMENT WALL CITY STANDARD. 50 LF 6' BLOCK WALL ORCO SYSTEM. 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 LQPERNM' Bin # 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 Permit # Project Address k� A. P. Number: Owner's Name Address: City, ST, Zip: Legal Description: Contractor CC,-k- Address:1-0 1�)O\,< Telephone: Project Description: P City, ST, Zip: 650z�C�� Telephone:760) 2 State Lic. # : (0— 5,C0 dl�C d City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: # Stories: 9 Units: Telephone # of Contact Person: 26-o-ov-i LEstimated Value of Project: 'r, eno APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec.1d TRACKING PERMIT FEES Plan Sets Plan Check submitted 1219le Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss CaIcs. Called Contact Person Plan Check Balance Energy Caics. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"' Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing S.M.L Grant Deed Plans picked up H.O.A. Approval Plans resubmitted Grading Developer Impact Fee A.I.P.P. IN HOUSE:- 1,d Review, ready for corrections/issue Planning Approval Called Contact Person Pub. Wks. Appr Date of permit issue School Fees Total Permit Ftes F-000 570 6' HIGH iW WALL SYSTEM SITE WALL FOR 7 MPH WIND E POSU 8,. CONT. @ RE C OPTIONAL FLAT CAP ORCO 6816, 6616, OR 6618 CMU GROUTED ONLY @ VERT STEEL DESIGN CRITERIA: 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF 3. CONCRETEIGROUT STRENGTH = 2000 PM Qa 28 DAYS. 4. REINFORCING STEEL : GRADE 40 FOR #- BARS AND SMALLER 8 GRADE 60 FOR #5 AND LARGER 5. SEISMIIC -ZONE 4,5 KM FROM TYPEA Cl? B SOURCE. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. HALF STRESSES USED - NO SPECIAL INSPECTION REOD. MIN. FOOTING DEPTH FOR 7'_,O DAYLIGHT WALL �a WALL @WALL Q SLOPE TOP 1 FT SETBACK 2 IT SETBACK 2 TO 1 3'6' 3=0" 2=6" 3 TO 1 24' 2'0' NOTES: 1. CONCRETE BLOCK SHALL CONFORM TO USC STD. 21-4. ORCO STD. PRECISION, SPLITFACE, SLUMPED, OR-VEDGELOCKBLOCK #4 VERT DROP-IN BAR @ 40' MAYBE USED OIC (36" OIC FOR 18' LONG / CMU) 2. CONCRETE FOR FOOTING SHALL BE I PARF CEMENTTO 2-112 PARTS SAND TO 3.112 PARTS GRAVEL WI7HA MAXIMUM OF 1-111 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I11V. Fc = 2000 PSI 0STD JOINT REINFORCEMENT (a] /- 24'01C (3 PLACES) PER UBC STD, 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO / 21-10. USE #5 STD. FOR SLUMP ASTM A 615 GRADE 40 FOR #4 BARSAND SMALLER, GRADE 60 FOR BLOCK #5 AND LARGER. PROVIDE 40 BAR DI,4METERL4P FOR GRADE 40 RESAR AND 48 BAR DIAMETER LAP FOR GRADE 60. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH ITIS LOCATED. 5. CONCRETE BLOCK SHALL BE LAYED INA RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF T7z CELLS UNO. 6. ALL BLOCK CELL CONTAINING VERTICAL RcBAR SHALL BE SOLID GROUTED. 7. USE OBP TYPE S MORTAR PROPORTIONED USING UBC TABLE NO, 21-A. 1 PART CEMENT 7D 112 PART LIME TO 4-111 FARTS DAMP, LOOSE SAND. 114 DOWEL Q 40OIC 8. GROUT FOR CONCRETE BLOCK TO BE 1 FAR TCEMENT TO 3 (36' OIC FOR 18 -LONG CMU) PARTS SAND (GROUT MAY CONTAIN 2 PARTS 318' PLA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUTFL 0W). WATER SHALL BE ADDED TO PRODUCE GOOD GROL.T FLOW WITHOUT SEGREGATION OF THE CONSITUENTS. SETBACK SEE CHART 9. BLOCK STEM MAY BE WETSET 1-1/2' INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM MAY BE PLACED TO EITHER EDGE OF 774E TRENCH TYPE FOOTIN;'. 10. FOOTING MUST BE POURED ON OR INTO :1NDlSTURBED 2 NATURAL SOIL OR ON COMPACTED FILL WI77-. A MINIMUM 1 MAX COMPACTION OF 903;. I I I -I I I 11. FIRST INSPECTION TO BEAFTER FOOTING TRENCHES ARE READY FOR CONCRETEANDALLREQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READYTO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 40' OIC OR 20'01C IF THE WALL IS TO BE STUCCO COATED. #4 HORZ. CONT. P �LC F E S S/ ON 9` 21 S Fy 7' TO DAYLIGHT a m c ~ C31925 A * Exp, 12-31-2004 BLOCK CO. P s11 9 Page 28 rF O J CAS FO,�` 6'. C.M.U. 1'm= 1350psi, Fy-- 40000psi /4 O 24" Vert O CL r4 O 32' Horiz n I �— 6 t/4' .__ zi v J.71LT7ERNATE 3- CLEAR #4 HORIZ. AS SHOWN T I 6' 6' C.M.U. 1'-6 rm= 1350psi, Fy-- 40000psi --- - -- ---- :.../4_-0724= Vert_O.-CL -- --------_ —7- #4 O 32' Horiz ' GARDEN -WALL Scole: 3/8' -6' C.M.U. _ ..._.._ rm- -1350psi, Fy- 40000psi —Fil 04 O 24' Vert O CL ' 3' CLEAR j4 O 32' Horiz p4 HORIZ. AS SHOWN T OPTIONAL 10-11/16 30'LAP ' a S GARDEN WALL ALTERNATE jf Scole: 3/2" 3" CLEAR BENOS ' 14 HORIZ. AS SHOWN T C / 1 t _ r 6- C.M.U. -� f'mt{ 135opsi, F _ 4 Y: OOOOpsi 14 0 24' Vert ® CL 94 32" Horiz � ' GARDEN WALL 1 6" C.M.U. 'f'm= 1350psi, Fy-- 40000psi #4 O 24" Vert 0 CL #4 ®32" Horiz 3' CLEAR T T HORIZ. AS SHOWN I cc O N I 1D OPTIONAL 10-11/16' 30'LAP It GARDEN WALL Scole:. 3/3- t -o" 3" CLEAR 1 ALTERNATE T BENDS 14 HORIZ. AS SHOWN GARDEN WALL Scale: 3/8' = 1'-0' .... ......... __.._. I .... ,.. ., w T rS', T T TT/1 LEGEND: AULNYd .8 �l ---- -- 1 DRIVEWAY O PAVING- COLORED CONCRETE WITH 2 LO0 to EXPOSED AGGREGATE. FINISH, DAVIS COLOR e N i # S237 SANDIEGO BUFF 104 LL C, � IL 2 CART DRIVEWAY PAVING GRASS CELL PAVING N O rn 0) BY OTHERS. r� OENTRY WALK PAVING- BRICK PAVER ON SAND IN HERRINGBONE PATTERN 4 ¢ p^ RS ND N CONCRETE. BED U WITH BRICK COURSE BA O � r sarl COLOR "CHARLY BROWN " 0 N 1 w .: N ® POD ENTRY GATE TYPE -A DECORATIVE TIMBER AND WROUGHT IRO X P GATE, COLUMNS AND FRAMED STRUCTURE WITH PLASTER FINISH 4• U < � c0 5 ENTRY FOUNTAIN- TYPE A 1 O O o 2 TIERED FOUNTAIN PLASTER BASIN PLASTER EXTERIOR AND BRICK COPING 04 © TERRACE PAVING BRICK PAVER ON SAND IN BASKET -WEAVE 5 '� w PATTERN WITH BRICK SOLDIER COURSE BAND ON MORTAR .. � 4.0 I z 00 w O ... , . , .. .................. . .. . . : .:....... , . , . O7 to SPA- TYPE A -RAISED SPA AT +18", PLASTER EXTERIOR TO MATCH 4 p J ..................................... o ^ Q �_ v., ;; I ARCHITECTURE, TILE PATTERN ON EXTERIOR PER PLAN, BRICK CAP SOLDIER � o U • � • � • • • • • • • • • • • • • COURSE PATTERN PER PLAN PE: HLGGIN5 TUMBLED BRICK PAVER COLOR: � I � „, i CHARLY BROWN), {8) EIGHT JETS AT RANDOM HEIGHTS, EXTERIOR TILE 00 . • ....... ............ . . S TEP. LINE DETAIL. .............. ..... BAND, 3M PLASTER INTERIOR WITH TILE WA ...., OR F ....... , . . , ... ®OUTDO ]REFIT TYPE A 3 RAISED 18 PLASTER EXTERIOR TO MATCH HOME W DECORATIVE TILE 4,1 f : , , , , , , BAND BRICK CAP BRICK COLOR TO BE "CHARLY BROWN o O S. • ..... : ...... .. , , .. '... ,' � FAT WALL 24" X 16" CMU BLOCK (18" ABOVE PATIO � J GRADE), PLASTER FINISH, BRICK CAP BRICK COLOR TO BE CHARLY BROWN . ....... . .....'. 10 OUTDOOR FIREPIT-TYPES 2 .. • .. RAISED 18" PLASTER EXTERIOR W DECORATIVE TILE BAND, BRICKCAP L4.1 / 0 ....... , .. ........ � BRICK COLOR TOB ABLY BROW 11 SPA- TYPE C- RAISED 18", PLASTER EXTERIOR, BRICK 6 r O COPING, PLASTER INTERIOR, AND 4" TILE. SCRUB COURSE FREESTANDING WALL, 6' HIGH 8" CMU WALL WITH PLASTER FINISH 9 12 F 0 1 13 UNIT GATE- 36" DECORATIVE META.. GATE BY OTHERS — 14 WALL FOUNTAIN- DECORATIVE TILE PANEL AND TERRACOTTA 2 POT WITH BRICK COPING td A 15 ENTRY FOUNTAIN- TYPE B - PRECAST FOUNTAIN WITH SUBMERSIBLE PUMP 2 PER PLAN, PLASTER EXTERIOR TO MATCH COLOR OF COURTYARD ENTRY 000 ( „ GATE, TILE PATTERN EXTERIOR PER PIAN, BRICK COPING (TYPE. HIGGINS 0 -� DOUBLE BULLNOSE TUMBLED BRICK PAVER., COLOR TO BE'CHARLY 0 0 , I BROWN'), (4) FOUR LOW VOLTAGE LIGHTS, EXTERIOR. TILE BAND, _I li `�'��•/ - 3M PLASTER. INTERIOR WITH TILE WATER LINE —I 5 16 SPA -TYPE B -RAISED SPA AT +1811,PLASTER EXTERIOR TO ARCHITECTURE, -f II TILE PATTERN ON EXTERIOR PER PLAN, BRICK CAP 1N SOLDIER COURSE 4.2 ' 0 , I I PATTERN, COLOR: TBD), (8) EIGHT JETS AT RANDOM HEIGHTS, .EXTERIOR TILE BAND, 3M PLASTER WITH TILE WATER LINF. o :',','.'.',,','.,.,, 6 .' � • • • • • • Q STEP AT SPA- BRICK ON MORTAR tl �• ' / ,' ................ , .. , , 18 BB PER PLAN, BRICK PAVER COUNTER TOP AT +36", BBQ SINK AND 4 C�1 ........ , O Q 4 • • . ' . ' ' ' ' ' . ' ' ' REFRIGERATOR PROVIDED BY GENERAL CONTRACTOR AND INSTALLED BY ..................... C®� . . . . : . .. . .. . ..... . . CALIFORNIA POOLS, (2) SETS OF ACCESS DOORS, STUCCO AND PAINT TO MATCH , . ARCHITECTURE AND FLEX LIGI-I'I ' I ........ o ............ „ .... 19 UNIT ENTRY WALL- 48 (42 ABOVE FINISH GRADE) HIGH 8" 8 ' ' ' ' CMU WALL WITH PLASTER FINISH AND ROUNDED ENDS ' . , , � ', ,' ,' ,' .' ...'.'.'. ' ' .. '. 20 BASKETWEAVE PATTERN BRICK PAVER ON SAND 1NITH BRICKSOLDIEP. 3 . ... .. T R- "BURNT TOAST" '1 L*COURSE BAND ON CONCRETE BED, COLO V ' .... 1 ENTRY COLUMN �' PLASTF,R COLUMN W/ DECORATIVE 6 — TILE ADDRESS MARKER&BRI CA I .. . .... . . . .... ENTRY GATE WALL -8' PLASTER WALL ......'.'.'.'.... 2(J2 COURTYARD E 4 _, ......................... WITH 8" CMU BLOCK. ... ............. . . ......... . . 3 0 .......... ............. 23 CMU WALL DRAINAGE VOID PER CIVIL PRECISE GRADING PLAN • , , , , , , � ........... 25 SPA EQUIPMENT WALL AT +42 PER PLAN WITH CALIFORNIAN 460 SQ. FT. -O ., • • • • • • • • • • • • • FILTER, CALIFORNIAN 2.5 HP PUMP, CALIFORNIAN 2.5 HP BOOSTER PUMP, • .:... • . • ... , • • • • .... ORNIAN 400,000 BTU HEATER., PRECAST CONCRETE PADS FOR SPA 000 i 2 EQUIPMENT . . ' W W DECORATIVE URN -^I ......... ' 26 ACCENT ALL WITH DE T ...........:.... ... ... . :.'.' 36" T . , , . ..... ... , , .. I , ...'' ... , .'. 8 BBQ WITH PLASTER WALL PER PLAN, TILE COUNTER TOP AT + , LLE • ... , .. , , , .... , ..... BACKSPLASH AND TILE INLAY ON PLASTER WALL, BBQ, SINK AND ' ' ' ' ' ' ^ ' REFRIGERATOR PROVIDED BY GENERAL CONTRACTOR AND INSTALLED :...... BY CALIFORNIA PC�LS 2 T'iN0 SETS OF ACCESS. T?OORS, STUCCO AND � .. • • • : • • • • • . • • • _ ' • • • • •� • • • • • •' • • • • • • • • •' �'" PAINTTO MATCH ARCHITECTUP.L• AND FLEX T .,. -� J 9 (01 ENTRY FOUNTAIN -TYPE C 3 i .. , • ...... . .... . . . PRECAST FOUNTAIN PLASTER BASIN PLASTER EXTERIOR AND BRICK COPING C _I . , , .. , .. , , , : , . . . . ............ . . . ©0 ENTRY FOUNTAIN- TYPE D- FOUNTAIN BUBBLERS, PLASTF.P. 1 �- E .............................. . o .... • . .:............ . ..... . . ..:. . BASIN, PLASTER, EXTERIOR AND BRICK COPING , 0 N :.:......... . : _.._: , _ . . . ..... ......... . , .. Q 3 x 3' CONCRETE PAD FOR AC UNITS 0 I POD ENTRY GATE TYPE B - DECORATIVE TIMBER AND WROUGHT IRON 2 GATE, COLUMNS WITH PLASTER FINISH TO MATCH GARAGE C7 � V f l� NOTE, SEE SITE SUPP,RINTENDANT FOR JANDY RS -6 LOCATION FOR EACH IAT .. , ......::. . '. 4 .. c .:; PLUMBING: SPA:: ENTRY FOUNTAIN: _ . 1 SU Mf'RSIBLE PUMP �,.•.: FILTER. CALIFORNIAN 460SQ.I-I' B C� CIRC'ULA.: CALIFORNIAN 2.5H.P BOOSTER. CALIFOP.NIAI` 2.5 H.P III - . : �. R A 400 000 BTU -'Y� __ ! HEATER. CALIFO NI N IIIII V1 -'- — - — — — — OWNER RESPONSIBILITIES LEI �dF�C- OWNER T0. (1) DETERMINE THE APPROXIMATE ELEVATION OF POOL OR SPA AT LAYOUT ON DAY OF EXCAVATION i ( I— JL ,J ,, , _ (2) TAKE NOTICE THAT POOL AND EQUIPMENT LOCATIONS ARE SUBJECT TO ACCEPTANCE Of iLOCAL BUILDING DEPARTMENT AT TIME OF ISSUANCE OF PERMIT (3) WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED i � (4) AGREE THAT CALIFORNIA POOLS IS NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OB�CTS, . . . : . — — - AND ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS, OR OTHER ITEMS IN THE ACCESS AREA O 5 SEE THAT ALL FENCING GATES AND GARAGE DOORS MEET LOCAL CODES FOR A POOL ENCLOSURE U O . .. � PRIOR TO PREPLASTER INSPECTION . . (6) FILL POOL IMMEDIATELY AFTER PLASTER. FOLLOW INSTRUCTIONS -- DO NOT USE RUDER HOSE (7) TAKE NOTICE THAT THIS DRAWING IS THE SOLE PROPERTY OF CALIFORNIA POOLS AND THAT ANY ...,..:.:. U O 0 ........... ..... USE WITHOUTWRITTEN PERMISSION OF CALIFORNIA POOLS, INC. IS PROHIBITED BY LAW. \F : OWNER APPROVES PLAN, POOL. AND EQUIPMENT LOCATIONS AND HAS READ THE RESPONSIBIUTIES AND NOTICES ABOVE. ' 1 '.'.'.'.'. ... :......I , r . . ..........:•..:..: DATE I ,.•. ...:......:......"............................. SIGNATURE(S) 00 o z . . �' �' '.' SWIMMING .POOL PLAN FOR: �-- � ..,. ,.,,........,.,...,. ,. .. ..., � coo NAME O ................. : ... BUNGALOW LOT 7 J o ---, STREET 5Z_ Zo 1 A• ►� t., o ... CA 10(bNC'ww • • • • �• •; • , , , ,� JOB ADDRESS HIDEAWAY CITYLA QUINTA 0 ' .. PHONE OFFICE RES i LOT 7 TRACT PAGE BOOK MAP BOOK PAGE NO, CITY° �I MAIL ADDRESS IIL a o CONSTRUCTION OFFICE PHONE NO. Aa Wd ......... .:. . •.. . :.........' � SCALE DATE B S. RAWN BY S❑LD BY CHECK Y ) 11-11-05 KP KUNAL GRAHAM „ J❑B# Aft - REVISIONS DATE 1 Fun i r� -- — d V ' ! E 0 S RECTI❑NS ............ STONE COf�STRUCTION; AUTHORIZATION � .:. , ..... , , , , .... C""� I 5AL�5 FIELD TILE �i' O�= UINT . . - ............. BOULDERS DIG . • • • PRE GUNITE _ DECK COLOR FOR CONSTRUCTION . O ..... . ..... , ... DANDY J UNDERGROUND i ©S CS L ............... ' ' ' ... DER ROUND C � BY MA50NRY PEBB /PEAS SIGNATURE ,. , oan unc Nn. z Drainage and irrigation for Q planters and pots, b 9 9 P P Y PRE PEBBLE DRAINAGE. N❑TE� L2.1 a others, unless otherwise noted.