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05-5377 (RPL)
4 P.O. BOX 1504 VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 12/09/05 Application Number: 05-00005377 Owner: Property Address: 52185 VIA CASTILE ND LA QUINTA PARTNERS APN: 772-410-998-6 -32453 - 375 N FRONT ST STE 200 Application description: POOL - RESIDENTIAL COLUMBUS, OH 43215 Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 18000 Contractor: Applicant: Architect or Engineer:D 0 CALIFORNIA POOLS & SPAS- P.O. BOX 1280 COACHELLA, CA 92236 DEC 131005 (760)39 ic. No..:: 656128 CITY OF LA QUINTA FINANCE DEPT. ------------------------------------------------------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION 1 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 Professionals Code, and my License is in full force and effect. License Class: C8 C27 C29 License No.: 656128 Date: �Z"'I T`��Contraa / TIm ER-BUILDER DECLARATION I hereby affirm under penalty of perjur,mpt 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 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 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 Name: _ Lender's Address: LQPERMIT 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 become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shat forthwith comply with those provisions. 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 const tion, and hereby authorize representatives of this county to enter upon the above-mentioned property to i 'on purposes. Date:' -( -0 ignature (Applicant or Agent): Application Number . . . . . 05-00005377 Permit . . . BLDG POOL PERMIT Additional desc . Permit Fee . . . . 180.00 Plan Check Fee 117.00 Issue Date . . . . Valuation . . . . 16478 Expiration Date 6/07/06 Qty Unit Charge Per Extension BASE FEE 45.00 15.00 9.0.000 ---------------------------------------------------------------------------- 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 . . . . 33.00 Plan Check Fee 8.25 Issue Date . . . . Valuation . . . . 0 Expiration Date 6/07/06 Qty Unit Charge Per Extension BASE FEE 15.00 2.0.0 6.0000 EA PLB FIXTURE 12.00 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 . . . . . 05-00005377 Permit . . . WALL/FENCE PERMIT Additional desc . Permit Fee . . . . 37.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 1522 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 Uomittents SPA & FOUNTAIN. 32 LF 42" EQUIPMENT ° WALL& 35 LF 4' BLOCK WALL, CITY STANDARD. 18 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 319.00 ---------- .00 ---------- .00 319.00 Plan Check Total 142.50 .00 .00 142.50 Grand Total 461.50 .00 .00 461.50 LQPERMIT 6' HIGH MI WALL SYSTEM SI TE WALL FOR 80 MPH WIND @ EXPOSURE C OPTIONAL FLAT CAP ORCO 6816, 6616, OR 6618 CMU GROUTED ONLY @ VERT STEEL #4 VERT DROP-IN BAR @ 24' 01C(36 -01C FOR 18' LONG CMU) #6 STD JOINT REINFORCEMENT @ 24' O/C (3 PLACES) PER UBC STD. 21-10. USE#5STD. FOR SLUMP BLOCK #4 DOWEL @ 24O/C (18' OIC FOR 18 -LONG CMU) B+1'-5" 41 2 FSETEACKEECHART I I I I MAX U M #4 HORZ. CONT. 5' TO DAYLIGHT 8" CONT. Page 15 DESIGN CRITERIA: 1. ALLOWABLE SOIL BEARING PRESSURE= 1500 PSF 2. ALLOWABLE LATERAL PASSIVEPRESSURE = 150 PCF 3.CONCRETEIGROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORCING STEEL : GRADE 40 FOR:4 BARS AND SMALLER & GRADE 60 FOR #5 AND LARGER 5. SEISMIIC - ZONE 4, 5 KM FROM TYPE DR B SOURCE. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. HALF STRESSES USED - NO SPECIAL INSPECTION READ. MIN. FOOTING DEPTH FOR 5' TO DAYLIGHT SLOPE WALL @WALL @ WALL @ TOP 1 FT SETBACK 2 FT. SETBACK 2 TO 1 2'6' 2'' — 3 TO 1 11-8' — NOTES: 1.CONCRETE BLOCK SHALL CONFORM TO USC STD. 21-4. ORCO STD. PRECISION, SPLITFACE, SLUMPED, OR WECGELOCKBLOCK MAYBE USED 2. CONCRETE FOR FOOTING SHALL BE 1 PAST CEMENTTO2-12 PARTS SAND TO 3-12 HARTS GRAVEL WITH,. MAXIMUM OF 1-12 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE IW. Fc = 2000 PSI 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTMA 615 GRADE 40 FOR #4 BARSAND SMALLER, GRADE 60 FOR #5 AND LARGER. PROVIDE 40 BAR DIAMETER LAP FOR GRADE 40 REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60. 4. REBAR SHALL BE CENTERED IN THE CON 'RETE BLOCK CELL IN WHICH ITIS LOCATED. 5. CONCRETE BLOCK SHALL BELAYED INA.TUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF T -IE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. 7. USE OBP TYPE S MORTAR PROPORTIONED USING UBC BIBLE NO. 21-A. 1 PART CEMENT 70 12 PART LIME TO --12 FARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK TO BE 1 PARTCEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTa 3/8' PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLEAhD BLOCK UNOBSTRUCTED CELL SIZE IS SUFFICIENT TO ALLOW GOOD 3ROUTFLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROJT FLOW WITHOUT SEGREGATION OF THE CONSITUENTS. 9. BLOCK STEM MAYBE WETSET 1-12' INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM A.4Y BE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTWG. 10. FOOTING MUST BE POURED ON OR /NTC UNDISTURBED NATURAL SOIL OR ON COMRICTED FILL W17H A MINIMUM COMPACTION OF 90%. 11. FIRST INSPECTION TO BEAFTER FOOTIhG TRENCHES ARE READY FOR CONCRETE AND ALL REQUIREC STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO 3ROUT. 12. MAXIMUM CONTROL JOINT SPACING: 40 O/C OR 20'01C IF THE WALL IS TO BE STUCCO COATED. PF OFESS/ON 9( S 0—mm- 7!v:a o RIC 0w cr <� m BLOCK CO. * E�.12-31- 1-2004 J\F DF CAS foq CITY OFLA QUINTA BUILDING AND- SAFETY D'EPARTMIE-N,.T- - GARDEN WALL STANDARD 6'. C.M.U. f'm= 1350psi. Fy= 40000psi /4 O 24" Vert O CL N4 & 32' Horiz i1 6 1/4' -- v zi I ALTERNATE 3" CLEAR L BEN05 -7 N4 HORIZ. AS SHOWN 1 I _ 6" 6" C.M.U. 1" 6" rm= 1350psi. Fy= 40000psi _ _... ----'--- --- - ------ -- - /4-0-24--'Vert--o-CL - ---- - - #4 O 32" Horiz 6" C.bt.Ll. rm- •1350psi, Fy 40000psi %4 O 24" Veit O CL 14 O 32" Horiz Scale: 3/8' -i 1'-0" OPTIONAL 10-11/16' 30"LAP ALTERNATE 3" CLEAR BENDS 14 HORIZ. AS SHOWN T I ^ GARDEN WALL Scale: 3/8' 6" C.M.U. �— f'm= 1350psi, Fy= 40000psi #4 O 24" Vert O CL #4 O 32" Horiz _I O OPTIONAL 10-Y1/16' 30"LAP a ALTERNATE 3" CLEAR T BENDS 14 HORIZ. AS SHOWN 1 GARDEN WALL Scale: 3/8' = V-0' 3" CLEAR 1 #4 HORIZ. AS SHOWN T S f GARDEN WALL .Scale: 3/3' = 1'-0" 6' C.M.U. I'mt 1350psi• Fy_ 40000psi N4 0 24' Vert 0 CL T_ 94 0. 32' Horiz ' 3' CLEAR J- #4 j'4 HORIZ. AS SHOWN ' T (P GARDEN WALL Scolex. 3,"8' = 1'-0- i-1 N .V.C.S. PRECAST CONCRETE FOUNTAIN NTAIN _ ----- - ED TUMBL BULLNOSE 11 HIGGINS `SINGLE INT. _ - TICK .PAVER WITH 3 8 MORTAR JO BR COILOR TO BE "CHARLEY B ROWN . . PLASTER FINISH TO MATCH ARCHITECTURE URE in 4"x4" MEXICAN TILE ACCENT Elevation Scale: 1/4„_ -0 (CONTINUOUS) ) TILE AVAILABLE MEXICAN TILE &STONE CO. (602) 954-6272 02-DAIRK GRAY PLA STE R SIDES & BOTTOM N. V .C.S. PRECAST CONCRETE FOUNTAIN AIN - 7 1 I DOUBLE BULLNOSE TUMBLED BRICK COPING G 10 23, 7„ 11» O _ REINFORCED CONCRETE BASIN PER POOL CONTRACTOR A CTOR PRECAST CONCRETE FOUNTAIN —. `MODEL FT -1004 OR EQUAL) ) COLOR T # » 0 BE 17C "FRENCH TERRACOTTA” TA FOUNTAIN AVAILABLE: TYP. - LIGHT 40 + L ) 707 258.33. ( N.V.C.S. Plan Scale: l/4 1/4"=V-0” -0„ FOUNTAIN LI GHT REFER TO POOL” WI GS CONTRACTOR'S SHOP DRAWINGS) ) 11 HI GGI N S SINGLE BULLNOSE SE T UMB LED WATERLINE SIZE PER BRICK PAVER WITH 3 /8 MORTAR JOINT. POOL CONTRACTOR COLOR B E "CHARLEY BROWN". . 4 8 _ 1401 AVAILABLE FROM: M COASTAL TAL MASONRY RY DARK GRAY PLASTER SI 909 243-2858 8c BOTTOM »142'sCH 3 7 EXTERIOR P CASTER TO '.MAT ?1T1 T1T 30 COLOR & FINISH NISH OF 1,_8 2 COURTYARD GATE E TYP. TYP. 1I 3 TYP. ACCENT PAVING (TYP.), SEE �-o 8 _ 2e . 1 6 - o _ , . a1 �o ; LOCATE C AT ' E P UM P FINISHTYP. , -9 , BOX IN PLANTING ING - A R E A GRADE d _3»a LOW VOLTAGE PUMP, R O M A N � TYP. 32 0 T oPOow d ;d o0 FOUNTAINS MODEL#RSSP o 6 d w OR APPROVED EQUAL) w� o9cw 01 �QP � w;w o.w .� . � ELECTRICAL CONDUIT UIT. e ap _I OVER R LOW ---•--- —=__— DRAIN CONCRETE FOUNTAIN .SHELL PER POOL O WATERLINE Section CONTRACTOR ACTOR N.V.C.S. PRECAST CONCRETE FOUNTAIN NPVC4 DRAIN ITH GATE VALVE N . V. C.S. PRECAST as T C` ONCR E TE FOUNTAIN TARN 11\» H)G GINS DOUBLE BULLNOSE - TUMBLED BRICK PAVER WITH 3 8» NOTE. REFER TO ELECTRICAL PLAN FOR LIGHT ER SWITCH FOUNTAIN POW .`MORTAR JOINT. COLOR TO BE . _ "CHARLEY BROWN". SH TO 9 SINGLE BULLNOSE TUMBLES BRICK PAVER WITH•3i/8" MORTAR JOINT. 0 p COLOR TO BE "CHARLEY BROVIN PLASTER a -_ MATCH, COLOR & FINISH PLAR FINI I.TO _ - _ �F COURTYARD TY RD ENTRY Y GATE CH ARCHITECTURE _ Entry �W Water er F eature _ Type Plan an d Section Ct10n Elevation at 1 0 n 4 x4 MEXICAN I C AN, TILE ACCENT 4x4» MEXICAN TILE ACCENT (ALL Scale. 1/4 1_0Sca1e. 1/2n_1_ I� IP n TILE E AVAILA BLE.Scale14-1-0 TILE AVAILABLE: LABLE I MEXICAN N T ICE & STONE CO. I MEXICAN AN TILE 8c STONE CO. -60954-6272 L C� 602 954-6272 2 954 627 2 L 3 -0 » I O TYP. I I N. V .C.S. PRECAST CONCRETE TE F OUNTAIN � a � 2 _ 29310 2,_ 7 N.V.0.S. PRECAST CONCRETE FOUNTAIN e- 18" WIDE DOUBLE BULLNOSE TYP _7» 11 DOUBLE E BU L LN OSE BRICK COP TNG 8 » � BRICK COPING ING � 2 4 4,1 REINFORCED C ON CRE TE BASIN PER POOL 12,-6 REINFORCED CONCRETE PER CONTRACTOR POOL CONTRACTOR 1, 6» �I I a (TYP.) t� _ON CRETE FOUNT F OUN TAI LIGHTYP AN I PRECAST C AS TC _ - I PRECASTST CON CR E TE F OUN TAI N 1000 (0R EQUAL) #FT- MODEL FT -1000 OR EQUAL COLOR T0 BE #17C FRENCH COLOR TO'BE#17C"FRENCH 10 » FOUNTAIN NTERRACOTTA" T E RRACO TT A -TERRACOTTA" LIGHT (TYP.AVAILABLE. Plan a 1 AVAILABLE. TYP. N.V.0 .S. N :V.C.S. ((70 7 258-3340 8 _ 334 0 Scale: al e.1/4 1/4"=V-0"-0 �EIN�ORCEDCONCRETE Z07 ) 25 8-334 0Plan FOUNTAIN SHELL PER POOL FOUNTAIN N LIGHT —REFER _TO POOL o Scale. 1/4"=V-0" CONTRACTOR CONTRACTOR, S SHOP DRAWINGS TY WATER LEVEL 9 SINGLE BULLNOSE TUMBLED BRICK WATERLINE _SIZE PER � I I ZE P ER _ POOL CONTRACTOR RA CT OR I PAVERVER WITH 3/8" MORTAR AR JOINT. WATERLINE —S 11 ,HIGGINS DOUBLE BULLNOSE COLORBROWN". TO BE CHARLEY POOL CONTRACTOR I' TUMBLED BRICK PAVER WITH/ 3 8 AVAILABLE FROM i M� COASTAL MASONRY, MORTAR JOINT. OR TO BE I DARK RK GRAY Y PLASTER it ' Z1' 3 (9II - 09 ) 243 2858CHARLEY BROWN, WATER LEVEL 2fi, TYP. AVAILABLE FROM. 11_ » EXTERIOR PLASTER TO M ATCH PAVING OR » 2-9OASTAL MASONRY 2 TYP. COLOR BFINISH OF (Q PLANTING 3_9„ (909)243_2858 TYP. COURTYARD ENTRY GATE n : -SEEPLAN 11 a EXTERIOR PLASTER TO MATCH COL OR &FIN ISH 8 I e21�-6» LOCATE, PUMP B OX IN TY YP.TYP.� FINISH T OFC NTRY GATE (TYP) TYP. PILANTING AREA W » � GRADE6'0 I I° •, o � - 2 , LOCATS PUMP BOXIN 6a I LOW VOLTAGE PUMP, P, R OMA N PLANTING AREA PAVING OR 2 � FOUNTAINS MODEL #RSSP_32 0T 1 PLANTING a W 6 TYP. 2 0 6» OR APPROVED EQUAL) PUMP, ROMAN a TYP. 2 _6 -SEE w w owo TYP. w FOUNTAINS MODEL #RSSP_320T o 5 _7 ELECTRICAL CONDUIT o E— iI EQUAL) � OR APPROVED EQ a w w _1 0 0 — - ,x d a 4- o � a d I CONCRETE FOUNTAIN SHELLELL PER CONDUIT FINISH e OVERFLOW POOL CONTRACTORe �ectlOnGRADE o � � DRAIN ' o w w ofw w o 4 w opooww o 4 � PVC DRAIN WITH GATE VALVE E (PAVING OR 0 o iQ-- zO RAY PLASTER PVC DRAIN WITH GATE DARK G PLANTING � PL AN VALVE VE TYP. SEE 0 AVE U — S POOL CONTRACTOR TO > Sect 1011 FOUNTAINS T H ATO .FILL WATER BASIN P I OVERFLOWPLAN PLANFOR SUBMIT MECHANICAL SHOP D�RAWINGS FOR APPROVALOVAL BY LANDSCAPE W Q SINS. POOL NOTEREFER TO ELECTRnCAL DRAIN UTO FILL WATER BA FOUNTAINSTO HAVE AFOUNTAINTAIN LIGHT POWER ARCHITECT PRIOR TO CONSTRUCTION, CAL DRAWINGS w FOUNTAIN LIGHT CONTRACTOR TO SUBMIT MECHANI i _ ECT PRIOR OR TO CONSTRUCTION. ION. OOL APPROVAL BY LANDSCAPE ARCHIT _REFER TO PNOTEREFERTO ELECTRICAC PLAN FOR 4 D Q CONTRACTOR'S SHOP . FOUNTAIN TA IN LIGHT T & POWER WE R SWITCH H atureTY p � C Plan S ri co Fee o DRAWINGS TYP.) Plan and Section C t 1 0 n _ _ a_ _ DRAWINGM. 1/2�10t Entry Water rFeatore Type : .:. I 2 L4.2a Scale: le. 1/2"=V-011 -- 0 I 'I I _ - ' . . . ' . CONSTRUCTION LEGEND: --- CONCRETE WITH rn --- _._. (DDRIVEWAY PAVING COLORED CONCR � O VIS COLOR EXPOSED AGGREGATE FINISH, DA o fO O1 "'--------- _.._ _ # S237 SANDIEGO BUFF. M I � N 00 r0)0• O2 AY PAVING- GRASS CELL PAVING NCART DRIVEIC;) - 0 BYOTHERS. � ENTRY WALK PAVING BRICK PAVER ON SAND IN HERRINGBONE PATTERN U O •..._ WITH BRICK SOLDIER COURSE BAND ON CONCRETE, BED — COLOP. CHARLY BROWN ] W .. N �`"--- — TIMBER AND WROUGHT IRON x ' '-- —•-._� 4 POD ENTRY GATE TYPE -A DECORATIVE TI _ �p O 111461 LLE COLUMNS AND FRAMED STRUCTURE WITH PLASTER FINISH L4• U to GAT , Q to o ENTRY FOUNTAIN- TYPE A 1 O • U5 U o PING ASTER EXTERIOR AND BRICK CO N 2 TIERED FOUNTAIN, PLASTER BASIN, PL Z 14- Lo N W TERRACE PAVING BRICK PAVER ON SAND IN BASKET -WEAVE 5 0) � O L' PATTERN WITH BRICK SOLDIER COURSE BAND ON MORTAR w 1 Z 00 uj Q M U 7 SPA- TYPE A - RAISED SPA AT +18", PLASTER EXTERIOR TO MATCH 0 4 0,-, 0 .....:... . ...... � ARCHITECTURE, TILB PATTERN ON EXTERIOR PER PLAN, BRICK CAP SOLDIER � O U S MBLED BRICK PAVER COLOR:,� : ..:: . ... . . ......... . . ....... .. I COURSE PATTERN PER PLAN (TYPE: HIGGTN TUI � • r • . • , • • . • • , , • , , , , ! CHART Y BROWN, (8) EIGHT JETS AT RANDOM HEIGHTS, EXTERIOR TILE00 .... ........ ND 3M PLASTER INTERIOR WITH TILE W ATER LINE DETAIL. .. .. � BA ti V 3 ......... r .. , . ..:.... . :... . .. I R PIREPIT-TYPE,A .. ... OUTDOOR .: , • • RAISED 18", PLASTER EXTERIOR TO MATCH HOME W1 DECORATIVE TILE L4. , , , , , , I BAND BRICK CAP BRICK COLOR TO BE "CHARLY BROWN" " u r .. ' • .. • ' • • • , . , 4 SEAT WALL 24 X 16 CMU BLOCK (18" ABOVE PATIO 7 GRADE), PLASTER FINISH, BRICK CAP . . . . : ............. J ..... BRICK COLOR TOB ABLY BROWN" I 10 OUTDOOR PIT- TYPE B 2 Th .EXTERIOR DECORATIVE TIT.,; BAND, BRICK CAP L4.] ,...,...,:..........:... ( RAISED 18', PLASTER / e ........ . . :.. . ..........' BRICK COLOR TOB ABLY BROWN" 11 SPA -TYPE C- RAISED 18,PLASTER EXTERIOR, BRICK' 6 , COPING, PLASTER INTERIOR, AND 4 TILE SCRUB COURSE C I 9 12 FREESTANDING lNALt, 6' HIGH, 8" CMU TNALL, WITH PIASTER FINISH L .0 O a L DECORATIVE METAL GATE BY OTHERS 13 UNIT GATE 36" DECOR 0 o 2 CORATIVE TILE PANEL AND TERRACOTTA r 14 WALL FOUNTAIN DE POT WITH BRICK COPING _ 0 FOUNTAIN- TYPE - PRECAST FOUNTAIN WITH SUBMERSIBLE PUMP 2 L �. 15 ENTRY FOUN B c� o 0 PER PLAN, PLASTER EXTERIOR TO MATCH COLOR OF COURTYARD ENTRY , ' I � I GATE, TILE PATTERN EXTERIOR PER PLAN, BRICK COPING (TYPE: HIGGINS DOUBLE BULLNOSE TUMBLED BRICK PAVER, COLOR TO BE 000 I D r BROWN'), 4 FOUR LOW VOLTAGE LIGHTS, EXIT RIOR TILE BAND, 1- M 3M PLASTER INTERIOR WITH TILE WATER LINE 1 I PA- TYPE B -RAISED SPA AT +].8", PLASTER EXTERIOR TO ARCHITECTURE, 5 0 J - —_ _ 16 S -- I o IIII TILE PATTERN � ON EXTERIOR PEP. PLAN, BRICK CAP IN SOLDIER COURSE. L .2 � - �. J o PATTERN, COLOR: TBD); (8) EIGHT JETS AT RANDOM HEIGHTS, EXTERIOR TILE BAND, 3M PLASTER WITH TILE WATER LINE - o VImvq o s _ O O T SPA- BRICK ON MORTAR ® O 1 STEP A • I 0 ' . 4 . COUNTER TOP AT +36" BB SINK AND . /'� .... .................. 18 BBQ PER PLAN, BRICK PAVER CO Q, t ' J O 4 OR PROVIDED BY GENERAL CONTRACTOR AND INSTALLED BY it REFRIGERATOR POOLS, (2) SETS OF ACCESS DOORS, STUCCO AND PAINT TO MATCH ...... ARCHITECTURE AND FLEX LIGHT. . 1 UNIT ENTRY WALL- 48"(42 ABOVE FINISH GRADE) HIGH 8" B . � O .... ................... WALL WITH PLASTER FINISH AND ROUNDED ENDS I CMU C� .................. . AND WITH BR1C-KSOLDIER 3 0 BASKETWEAVE PATTERN BRICK PAVER ON S © „ : , .... CONCRETE BED COLOR- BURNT TOAST COURSE BAND ON C , Z �-• '.. . .. . ........`... , .......... 1 ENTRY COLUMN -8' PLASTER COLUMN W/ DECORATIVE I © R &BRICK CAP :. TILE ADDRESS MARKS r'r'r•r'r'r'.'.'. .'. . . . . . r r 4 .... .. ... COURTYARD ENTRY GATE WALL �i' PLASTER WALL ... , . BLOCK. :... .... .............:..... � WITH 8" CMU AG I PER PRECISE GRADING PLAN ..... .. • • . 23 CMU WALL DRAINAGE VOID PE CIVIL PR C CALIFORNIA) 460 FT. ......... r . • • • • • • • • • • • • • • • • • • • 5 SPA EQUIPMENT WALL AT +42 PER PLAN WITH SQ . O ,.. , � I ..� .: .... ..... FILTER, CALIFORNIAN 2.5 HP PUMP, CALIFORNIAN 2.5 HP BOOSTER PUMP, .. .. S P .... • • • • ... .. ......... I — .. ..:.... .......... CALIFORNIAN 400,000 BTU HEATER, PRFCA T CONCRETE ADS FOR SPA � ... O ......... P d a • . , ...... ..... ..... .: EQUIPMENT - - — . 000 r ': .... ....... ••.... .... ......... CEN _ .... 26 AC T WALL WITH DECORATIVE URN — — — I— .. .. _......T,. .. .:. ......... a ........9 3 .... I .... .':'...... . ..... • ....... ;'..'. v + � .TILE ... .. ... ... : .......... ............ .. •c .............. N TILE COUNTER TOP AT 36 , ..... .. _�J"• .... " ... .., . ........... . r ....:...... I 28 $BQ WITH PLASTER WALL PER PLA , IIIiiiiiBACICSPLASH AND TILE INLAY ON PLASTER WALL, BBQ SINK AND .... • • • • • • • • • • • ' ' ' ' ' ' ' �:..:.:'..., ...'.... • .`.• � IGERATOR PROVIDED BY GENERAL CONTP.ACTOR AND INSTALLED ................ -� REFR E�3 DOOP.S, STUCCO AND , ..... ... .:f....... '.'.';'.' BY CALIFORNIA FOGIES , (2) TTNO SETS OF ACCESS . L - _ FLEX L.IG t ... J . .. .....:..:........... PAINT TO MATCH ARCHITECTURE Ai�.r7 F L - — ............ ....... .... .. .... _y C ..:.. N TYPE _ ..... ENTRY FOUNTAIN II .:,:.........., OPING .. , . EXTERIOR BRICK C . .. • • • • • • • • ASTER BASIN PLASTER EXTERIO O PRECAST FOUNTAIN, PL .. 5 • . • • • • • • • • • • • _ 30 ENTRY FOUNTAIN- TYPED FOUNTAIN BUBBLERS, PLASTER r o :. ............ RICK COPING .. ......... ... BASIN PLASTER, EXTERIOP. AND B , r ...... f .......... ........ 3 x3" CONCRETE PAD FOR AC UNITS _ i CJ o 0 . ........ . ......:. . _DECORATIVE TIMBER AND WROUGHT IRON 2 .........•. ............. .... � POE) ENTRY GATE TYPE B :.... ..::.....:.:.. : MATCH GARAGE 4. ... t.. GATE, COLUMNS WITH PLASTER FINISH TO MA e a� ASE 33 CONCRETE B — — TE: SITE SUPERINTENDANT FOR ANDY RS -6 LOCATION FOR EACH IAT NO SEE SI 1 �I i PLUMBING: SPA: ENTRY FOUNTAIN. , - � FILTER: CALIFORNIAN 4C,0 SQ 1 SUBMERSI$LE PUMP I a . CIRCULA.: CALIFORNIAN 2.5 H.P P BOOSTER: CALIFORNIAN 2.5 H.P HEATER: CALIFORNIAN 400,000 BTU i IIID Tvl .. Q _: - -- - OWNER RESPONSIBILITIES -: � 0: 1 DETERMINE THE APPROXIMATE ELEVATION OF .POOL OR SPA AT LAYOUT ON DAY OF IXCAVA110N �I— ARE SUBJECT TO ACCEPTANCE OF (2) TAKE NOTICE THAT POOL AND EQUIPMENT LOCATIONS E r �. . � F PERMIT r LOCAL BU LDI NG DEPARTMENT AT TIME OF ISSUANCE 0 L J I . 3 WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED — J - (4) AGREE THAT. CALIFORNIA POOLS IS NOT RESPONSIBLE FOR UNDERGROUND COND1110N5 OR OBJECTS, r29".?' AND ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS, OR OTHER ITEMS IN THE ACCESS AREA d L FENCING, GATES, AND GARAGE DOORS MEET LOCAL CODES FOR A POOL ENCLOSURE (5) SEE THAT AL — — I PRIOR TO PREPLASTER INSPECTION POOL IMMEDIATELY'AFTER PLASTER. FOLLOW INSTRUC110NS -- b0 NOT USE RUBBER HOSE) G� . .......-. I (6) .FILL ( • . , .. , , , (7) TAKE NO110E THAT THIS DRAWING IS THE SOLE PROPERTY OF CALIFORNIA POOLS AND THAT ANY . USE WITHOUT WRITTEN PERMISSION OF CALIFORNIA POOLS, INC. IS PROHIBITED BY LAW. O - 1 ONMER APPROVES PLAN, POOL, AND EQUIPMENT LOCATIONS AND HAS READ THE RESPONSIBILITIES AND NOTICES ABOVE: — r �• . I . ,..... ..... '............... DATE .................... SIGNATURES 4.F ...,� I O SWIMMING POOL PLAN FOR: I. " ...... NAME ....................:..... ......00) ..................................................... .. O . . B�[JNGAI�OW LOT 6 J .......... .:.. .. .......:........:.. ... STREET 52-1 , I '•' ' ' ...... JOB ADDRESS HIDEAWAY i 0 r N .......: ..... .:.... O -- :..........:.. a PHONE OFFICE RES LOT 6 TRACT PAGE B❑❑ K ICITY ... MAP B❑❑K PAG NO, MAIL ADDRESS :..................... LL_ G❑NSTRUCTI❑N ❑FFICE PHONE NO, a.. LL_--_— A2LLNtld :.......................... SCALE DATE B.S. RAWN BY SOLD BY CHECK; B ............. 11-11-05 N GRAHAM Zs i KP KU AL o . J❑B# REVISIONS DATE HILL o r 2 _ SELECTI❑NS STONE . •......•.•.. CONSTRUCTION A HT[_mp IZ .......... I ........... .....................:.............. SALES FIELD TILE :.. .............. ..'....'.'....'.'. . .. DIG BOULDERS .... DECK '• � COLOR ........ .... z ..... .. ...................... ... PRE-GUNITE JANDY :'.. :' I .' ..' :.:. :..:..: .. �; .'::'• :' :' ' UNDERGROUND 0can for nc CIS' OF LA.QUINT FOR CONSTRUCTION ( DATE(i q105—'Ry l F 0 z Bin # Permit # Project Address:6,z--/V�- Vi A. P. Number: Legal Description: Address: -(O )oy2jg City, ST, Zip:` �p h Telephone:7�Q>� 2 State Lie. # : Cp5,Cp 2 Arch., Engr., Designer. Address: City, ST, Zip: Telephone: State Lie. #: Name of Contact Person: Telephone # of Contact Person: 2�C # 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 /sAL /(Py79 City of La Quinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet j Owner's Name: N p )a, QYv�-� C Address: City, ST, Zip: () Project Description: in— �—Q;— Construction Type: Occupancy: Project type (circle one): New Add'n Alter Repair Demo Sq. Ft.: #Stories: #Units: Estimated Value of Project: Q � -ov-2 APPLICANT: DO NOT WRITE BELOW THIS LINE Recd TRACKING. Plan Check submitted S PERMIT FEES Item Amount Reviewed, ready for corrections Plan Check Deposit Called Contact Person Plan Check E•alance Plans picked up Constructiom Mechanical Plans resubmitted 2"d Review, ready for corrections/issue Electrical Called Contact Person Plumbing S.M.[. Grading Plans picked up Plans resubmitted Review, ready for corrections/issue Developer In -pact Fee A.I.P.P. Called Contact Person Date of permit issue Total Permit Fees