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05-2464 (BLCK)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 05-00002464 Property Address: 7886n -LIMA APN: 772-102-014- - - Application description: WALL/FENCE Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 2950 Applicant: Architect or Engineer f -4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT JUN 2 2 2005 CITY OF LA QUINTA FINMCE CES LICENSED COAUACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licen un provisions of Chapter 9 (commencing with Section 7000) of Div' 'on 3 Busi s and Profes nals ode, and my ' eftee inju nd effect. License Class: ense No.: �'.�J- ((pp(( Dae: ontractor: OW DER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does 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, as owner of the property, am exclusively contracting with licensed contractors to construct the project ISec. 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 ate:, 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 VOICE (760) 77777012-.., FAX (760) 777-7011' INSPECTIONS (760) 777-7153 Date: 6/22/05 Owner: CAPITAL PACIFIC HOLDINGS Contractor: CALIFORNIA POOLS & SPAS - WCC: SEABRIGHT INS WC: BB1050510 01/01/06 CSLB: 656128 10/31/06 ------------------- 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 CS C27 C29 C53 Policy Number _ I certify that, in the performance t work for which this permit is issued, I shall not employ any person in any manner so as to om subject to the workers' compensation laws of California, and agree that, if I s Id bec e j ct to the workers' compensation provisions of Section //nn// 37 0 of the Labor e, I shat forth h comply with those provisions. Oat— �MPpl. t: ' WARNING: FAILURE TO SECURE ORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the 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 ull and void if work is not commenced within 180 days from date of issuance of such permit, of work 'or 180 days will subject permit to cancellation. I certify that I have read this application and state that t e above infor ion is c rrect. I agree to comply with all city and county ordinances and state laws relating to ildin const c io and ereby authorize representatives of thi goun y to en r upon the above-mentioned p pe f r ins ti n p ses. D e: /b' nature (Applicant or Ag tl: LQPERMIT Application.Number 05-00002464 Permit . . . WALL/FENCE•PERMIT Additional desc . Permit Fee 54.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 2950 Expiration Date 12/19/05 Qty Unit Charge Per Extension BASE FEE 45.00 1.00 9.0000 THOU BLDG 2,001-25,000 9.00 ----------------------------------------------------------- Special Notes and Comments ---------------- 20 L.F. 6' BLOCK WALL CITY STANDARD AND 98 L. -F. 6' BLOCK WALL ORCO SYSTEM. SIDE P/L-WALL IS NOT A RETAINING WALL. Fee summary Charged Paid Credited Due Permit Fee Total 54.00 .00 .00 54.00 Plan Check Total .00 .00 .00 .00 Grand Total 54.00 .00 .00 54.00 LQPERMIT Bin,# City Of La Quinta Building &r Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # vcj�_ 2 if .` Project Address: KA Owner's Name: C i u S A. P. Number: Address: Legal Description: City, ST, Zip: Contractor: C L FO LS b5 Telephone: P h one: Address: sDx Project Description: City, ST, Zip: e- I t4 91;( 3 Telephone: P • 9 2. State Lic. # City Lic. #: — ° Arch., Engr., Designer: Address: a�L b 1 8 Z OLK WALL C-11 S // City, ST, Zip: �8 t,�' 6' G1.oG�c �-1,& C)�G Telephone: Construction on TY C e: Occupancy: P cu anc P Y: Statei ic. # L , cProJecttYPe ctrle n e . NAdd' n Alter Repair Demo Name of Contact Person:, J Sq. Ft.: # Stories: # Units: Telephone # of Contact Person:.2-,?r •�- J11.z-7 -0-;N Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING PERMIT FEES Plan Sets Plan Check submitted. ` Item Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Title 24 Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2"" Review, ready for corrections/issue Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading .INHOUSE:- 'rd 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 i Total Permit Fees ISR Q57- T. t 1M1 were,.--• 7-6 ott (l -4,. �t?Ti�� n -..r' a Fid ' S lg �� on- Ler1' (-rC�"� t'S t v CcX�-�+ fs y6 1,�� L --,x7- - C" v/LViii at -"Ago 71 h i t �GS ✓� 6' HIGH oRco WALL SYSTEM SI TE WALL FOR 80 MPH WIND @ EXPOSURE C ti u- W Uj K and W tict m ce h � U 0 � M h � OPTIONAL FLAT CAP ORCO 6816, 6616, OR 6618 CMU GROUTED ONLY@ VERTSTEEL DESIGN CRITERIA: 1. ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF 2. ALLOWABLE LATERAL PASSIVE PRESSURE = 150 PCF 3.CONCRETE(GROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORCING STEEL: GRADE 40 FOR #4 BARS AND SMALLER 8 GRADE 60 FOR #5 AND LARGER 5. SEISMIIC - ZONE 4,5 KM FROM TYPEA OR B SOURCE. 6.1500 PSI MASONRY COMPRESSION STRENGTH. HALF STRESSES USED - NO SPECIAL INSPECTION REOD. MIN. FOOTING DEPTH FOR 5' TO DAYLIGHT SLOPE WALL @WALL @ WALL @ TOP 1 FT SETBACK 2 FT. SETBACK 2 TO 1 26' 2'-0' — 3 TO 1 11-8' — 11. FIRST INSPECTION TO BEAFTER FOOTING TRENCHES ARE . READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 40'01C OR 20'01C IF THE WALL IS TO BE STUCCO COATED. #4 HORZ. CONT. P RO F E S S IONq L/I << m 5' TO DAYLIGHT 0 R Cj 0 L U) A BLOCK CO. * Exp. 12-31-2004 8, ST C \-\"' Page 15 �rF OF CAL1Fdql� 1 , NOTES: ].CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-0. ORCO STD. PRECISION, SPLITFACE, SLUMPED, ORWEDGELOCKBLOCK MAYBE #4 VERT DROP-IN BAR @ 24' USED — O/C (36' O/C FOR 18' LONG CMU) 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENTTO 2-12 ' PARTS SAND TO 3-12 HARTS GRAVEL WITHA MAXIMUM OF 1-12 GALLONS OF WATER PER SACK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE IIA/. Fc = 2000 PSI M STD JOINT REINFORCEMENT @ — 24 -OIC (3 PLACES) PER UBC STD. 3. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO 21-f0. USE #5 STD. FOR SLUMP ASTM A 615 GRADE 40 FOR #4 BARSAND SMALLER, GRADE 60 FOR BLOCK #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 CONCRETE BLOCK CELL IN WHICH ITIS LOCATED. , 5. CONCRETE BLOCK SHALL BE LAYED INA RUNNING BOND 'PATTERN WITH VERTICAL CONTINUITY OF THE CELLS LINO. 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. 7. USE OBP TYPES MORTAR PROPORTIONED USING UBC TABLE NO. 21-A. 1 PART CEMENT 7D 12 PARI -LIME TO 4-12 HARTS DAMP, LOOSE SAND. #4 DOWEL @ 24O/C 8. GROUT FOR CONCRETE BLOCKTO BE 1 PARTCEMENT TO 3 — (18-01C FOR 18 -LONG CMU) PARTS SAND (GROUT MAY CONTAIN 2 HARTS 3/8' PEA GRAVEL IF B+11-51 CONDITIONS ARE fAVORABLEAND BLOCK UNOBSTRUCTED CELL CELL SIZE IS SUFFICIENT TO ALLOW GOOD GROUTFLOW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGATION OF THE CONSITUENTS. :TRACKSEE CHART 9. BLOCK STEM MAY BE WET -SET 1-12' INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC. BLOCK STEM MAYBE PLACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. f0. FOOTING MUST BE POURED ON OR INTO UNDISTURBED 2 NATURAL SOIL OR ON COMRACTED FILL WITH A MINIMUM 1 MAX I I COMPACTION OF 90%. I I I—I 11. FIRST INSPECTION TO BEAFTER FOOTING TRENCHES ARE . READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 40'01C OR 20'01C IF THE WALL IS TO BE STUCCO COATED. #4 HORZ. CONT. P RO F E S S IONq L/I << m 5' TO DAYLIGHT 0 R Cj 0 L U) A BLOCK CO. * Exp. 12-31-2004 8, ST C \-\"' Page 15 �rF OF CAL1Fdql� 1 , mm WAS BY C STUCCO BY OTI - SIGNATURE(S) DATE SWIMMING POOL PLAN FOR: NAME PREMIER LOT 37 0 STREET 78-560 LIMA ST C==D JOB ADDRESS PREMIER COLLECTI❑N - CITRUS CITY LA QUINTA PHONE OFFICE RES LOT 37 TRACT CITRUS PAGE BOOK MAP BOOK PAGE NO, ICITY MAIL ADDRESS CONSTRUCTION OFFICE PHONE NO, SCALE DATE DRAWN BY SOLD BY MKEIT _ a 06.17.05 KP WAYNE JEB#'cy 724/ RE.vISI'0N DATE 1 CHANGED TANNING SHELF TO SPA PER PLAN 06/17/05 , t BUILUIM 3 & SAF '! _ Y i,jl'ti°'.'r-1' . 3 I' ,-, r� -n 9ca of )(110N 1 � t If ww Its S - _ SELECTIONS , W SPECIFICATIONS STONE L B03 E N DE03: TYPE GUN ITE SURFACE AREA OF POOL 152 PERIMETER 53 SIZE 19'-0" X 8'-0" cq IX1 rn Cb w~ w J00 W j C4 U co OQ v cv 0 z LO ccNw co > w < 0 o Q I V 0 t— _1 NIA INSPECTION. DEPTHS MIN. 0'-6" MAX. 3'-6" SPA SPECIFICATIONS -DETACHED SIZE 8 FT. X 9 FT. SQ. FT. 72 PER. 35 SPA DAM WALL WIDTH N/A NO. OF JETS 4 LIGHT 1-250W RAISED SPA AT +0" SPILLWAY TYPE SHEER DESCENT SPECIAL NOTES SEE # 14 &ELEVATION TILE 11LE TYPE 6 x 6 WATER UNE YES PER PLAN TILE TRIM NO QUARTER ROUND NO R.B.B. IILF YES PER PLAN RS -6 SPA SIDE REMOTE (5) SEE THAT ALL FENCING, GATES, AND GARAGE DOORS MEET LOCAL CODES FOR A POOL ENCLOSURE DECKING SQ, FT. SEE LEGEND FIN,, SEE LEGEND EXPANSION JOINTS YES PER PLAN CANTILEVER YES PER PLAN DECK DRAINS YES PER PLANCL EXCAVATION /STEEL TYPE HAND ACCESSFROM STREET ELEVATION S.A.E. DEEP END RAMP NO ONATURAL COLOR MEDIUM BROOM FINISH CONCRETE WITH DEEP SCORE JOINTS, 1 LOVE SEAT NO DECCO DRAIN (8) FILL POOL IMMEDIATELY AFTER PLASTER. (FOLLOW INSTRUCTIONS -- DO NOT USE RUBBER HOSE) 4" THICK ALONG WALKWAYS. CONCRETE REMOVAL NO LOADS CURB CORE SOD REMOVAL NO LOADS STEPS NO 4" RETARDANT FINISH CONCRETE WITH DEEP SCORE JOINTS, TREE REMOVAL BY NO STEP FACE NO IRRIGATION REMOVAL BY NO TILE BASE YES PER PLAN IRRIGATION REPAIR NO SAND AND VISQUEEN NO QRETARDANT FINISH CONCRETE; WITH 4' SQUARE DIAGONAL SCORE JOINT PATTERN. `" 6, R.B.B. ft RIBBONS YES PER PLAN '�✓ 12" R.B.B. ft. MOW STRIP LANDSCAPE DEPARTMENT ° 18" R.B.B. RESET PER ELEVATION;. ft. O NATURAL COLOR, SMOOTH TROWEL CONCRETE BANDS WITH• CONTROL JOINTS 2 8' MAX O,C_, 24" R.B.B. 30" R.B.B. ft 12" WIDE MED, BROOM FINISH BANDING, COLOR, T,B,S, TAN SHELF DEPTH RACK PocKE MASONRY COPING TYPE CONCRETE CENTERS __ _—__ R.B.B. FACING TILE & STUCCO Q ASHLAR SLATE PATTERN STAMPED CONCRETE WALKWAY. SPILLWAY TYPE SHEER DESCENT SIZE STEPS PLUMBING ES ER LA -S CO O RANDOM FLAGSTONE STAMPED CONCRETE WALKWAY. FILTER CALIF SIZE 460 PROP. EXT. WALLS PAINTB-Y OTHERS POOL PUMP CALIF SIZE 2,5 H.P PLANTER WALL SET ON GROUND, NO SUB -BASE PUMP SIZE BDD'L RETAINING WAU- E - EQUIP. WALIN LS PATY R11THrW3,� RANDOM FLAGSTONE O ADPUMP SIZE P FIREPIT ADO'L PUMP SIZE #15 CAP FROM QUICK CRETE HEATER CALIF SIZE 400,000 BTV #16 SEE LEGEND BIRD BATH PINEAPPLE MEDALLION -AT SPA O 1/4" THICK FULL DEPTH POLY -FOAM EXPANSION JOINTS WITH TEAR AWAY TOP, TIME CLOCK YES PER PLAN UPPER WIER STUCCO PAINT TO MATCH SUB PANEL RS -6 W/ SPA SIDE 10 2" THICK GRAVEL PAVING, ADD'L OU SKIMMER TYPE HAYWARD FRONT LOAD FILL UNE Aero PEBBLE PLASTER 11 6" WIDE CONCRETE MOW CURB, BY LANDSCAPER, GAS UNE FM STUBS LIGHTS POOL _ LIGHTS SPA 1-25-25 0W FOUNTAINS/SPRAYHEADS ROLLED BOND BEAM 12 6' HIGH STUCCO BLOCK WALL WITH ROLL CAP, STUCCO + PAINT BY OTHERS, SHEER DE 2'-0"PER PLAN BEHIND SPA EYEBALLS A YES LIGHTS IN POS N/A IN SPA 1-25OW FENCING 13 3' WIDE TUBULAR STEEL SIDEYARD ACCESS GATE, STUB SET EQUIPMENT YES PER PLAN MISC. PLUMBING SIZE 2'-1" PVC SUCTION & RETURN FENCE TYPE BLOCK HEIGHT + 60" 14 SQUARE SPA WITH BROOM FINISH COLORED CONCRETE CAP SAME AS #5 ALTERNATE SPA JET HEIGHTS, GATE ONE IRON GATE w/ MESH BACK GU N I TE GATE REVERSAL t .`. I �z IR, DEEP END RAMP NO REMOVE & REHANG 15 18" HIGH PRECISION BLOCK GARDEN SEATWALL, QUICK CRETE CAP, --- f; 1"` t CJ EXTENDED 2nd STEP NO LOVESEAT SPA ONLY EST. START 04-01-05 16 BIRD BATH ON CONCRETE PEDESTAL. AL'S GARDEN ART # 672 M COLORI ANTIGUA BARRO. sPWiiwAY �'_SHEER�DESCONT �� . ��� CANTILEVER ESA. COMPLETION 06-01-05 p b 17 5,-0/, HIGH BLOCKWALL, _ > - coPlNc CONCRETE OTHER R.B.B. - SEE STEEL RBB + 18" O18 8'-0" SQUARE SPOOL WITH WALL TIER, CONTRACTOR TO SUBMIT SHOP DRAWINGS OF SPA SUBJECT TO CLIENT'S APPROVAL, 24" SHEER DESCENT, OWNER RESPONSIBILITIES OWNER TO- (1) DETERMINE THE APPROXIMATE ELEVATION OF POOL OR SPA AT LAYOUT ON DAY OF EXCAVATION 19 POOL EQUIPMENT. (2) TAKE NOTICE THAT POOL AND EQUIPMENT LOCATIONS ARE SUBJECT TO ACCEPTANCE OF �� SIGNATURE(S) DATE SWIMMING POOL PLAN FOR: NAME PREMIER LOT 37 0 STREET 78-560 LIMA ST C==D JOB ADDRESS PREMIER COLLECTI❑N - CITRUS CITY LA QUINTA PHONE OFFICE RES LOT 37 TRACT CITRUS PAGE BOOK MAP BOOK PAGE NO, ICITY MAIL ADDRESS CONSTRUCTION OFFICE PHONE NO, SCALE DATE DRAWN BY SOLD BY MKEIT _ a 06.17.05 KP WAYNE JEB#'cy 724/ RE.vISI'0N DATE 1 CHANGED TANNING SHELF TO SPA PER PLAN 06/17/05 , t BUILUIM 3 & SAF '! _ Y i,jl'ti°'.'r-1' . 3 I' ,-, r� -n 9ca of )(110N 1 � t If ww Its S - _ SELECTIONS , W LOCAL BUILDING DEPARTMENT Al TIME OF ISSUANCE OF PERMIT STONE (3) WET DOWN CONCRETE SHELL AT LEAST TWICE DAILY FOR SEVEN DAYS AFTER SHELL IS INSTALLED TILE SEE LEGEND 9�1`i;) r� R1 iU CA1 TUE: F(1I (4) AGREE THAT CALIFORNIA POOLS 1S NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OBJECTS, t— _1 NIA INSPECTION. DECK COLOR AND ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS, OR OTHER ITEMS IN THE ACCESS AREA JANDY RS -6 SPA SIDE REMOTE (5) SEE THAT ALL FENCING, GATES, AND GARAGE DOORS MEET LOCAL CODES FOR A POOL ENCLOSURE PEBBLE -COAT: MOONLIGHT GRAY SIGNATURE PRIOR TO PREPLASTER INSPECTION DRAINAGE NOTE: Drainage and irrigation for planters and pots, by others, unless otherwise -noted. (8) FILL POOL IMMEDIATELY AFTER PLASTER. (FOLLOW INSTRUCTIONS -- DO NOT USE RUBBER HOSE) (7) TAKE NOTICE 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. OWNER APPROVES PLAN, POOL, AND EQUIPMENT LOCATIONS AND HAS READ THE RESPONSIBILITIES AND NOTICES ABOVE. SIGNATURE(S) DATE SWIMMING POOL PLAN FOR: NAME PREMIER LOT 37 0 STREET 78-560 LIMA ST C==D JOB ADDRESS PREMIER COLLECTI❑N - CITRUS CITY LA QUINTA PHONE OFFICE RES LOT 37 TRACT CITRUS PAGE BOOK MAP BOOK PAGE NO, ICITY MAIL ADDRESS CONSTRUCTION OFFICE PHONE NO, SCALE DATE DRAWN BY SOLD BY MKEIT _ a 06.17.05 KP WAYNE JEB#'cy 724/ RE.vISI'0N DATE 1 CHANGED TANNING SHELF TO SPA PER PLAN 06/17/05 , t BUILUIM 3 & SAF '! _ Y i,jl'ti°'.'r-1' . 3 I' ,-, r� -n 9ca of )(110N 1 � t If ww Its S - _ SELECTIONS , W WC ,i::+4J D ;(. AR M04-',���)!`I ,�CIi (1�i_ J1 II NS. STONE NIA lig ILL 3c C;�,3=i�IF TILE SEE LEGEND 9�1`i;) r� R1 iU CA1 TUE: F(1I BOULDERS t— _1 NIA INSPECTION. DECK COLOR SEE LEGEND NO UCEP JANDY RS -6 SPA SIDE REMOTE PEBB,/PLAS PEBBLE -COAT: MOONLIGHT GRAY SIGNATURE DRAINAGE NOTE: Drainage and irrigation for planters and pots, by others, unless otherwise -noted. bd1i411d1011 I7 I � II! i 1 __.III . I -- '-r J G/- (1)0(_()Ir)r,A1C.. 8 16 1 7 5 7 o v cssm • acl tov 1° @3 cam. cpm cm m+a ¢c+ cap taa Baa we mm ¢m ael mcin I� a - _j i Do d 0 ' —. .... .... 'b°L'R ` .�-�•tm •m. Gid-40•RL-m.• -1 - - °b p° MASTEn BEDROOM NVL. M KITCHEN GI�Et�� Raaly� Q �d aopppm� I•, m m p so p0 tr . J eP RS -6 BEDl=iCJC:JM 3 TOUCHPAD 8 MASTER BATH tlp p a°led y,q°I 1 7 pyp do i vm o"o q o "c agi 1 O°. f3p 1 o " 5 " 4 I ff e I PB B ° pO' ' V1 04--®- a'a�� I I _ - 4 1 coor- ' OFFICE/ Pa BEDROOM -2 3' Ac�. a _ 3`-9" ' A SB 1 ` r B CONTROL SB , 7 rANnlwc, use° SPA 1 JOILL / U,� _g m KI AIRO SO o .. SB -- P B O P B 7 I GARAGE SITTING CASITA I - 1 / ;• a WALL-�^�w.. BY CPS -_ STUCCO PAINT BY OTHERS I = 3 If ,0I I�1. {I�" - 6" THICK CONCRETE 9 #1 FINISH, C CE WALL BY CPS STUCCO PAINT BY O1 -HERS I I 9 I I I�I ! I e 100 WATTS TILE TDP AT WATERLINE LOW VOLT w!�, ' w w -.. 11I I. 10 12 19 I� p SPECIFICATIONS TYPE G U 1 p�� V I 1y E SIZE 19"_9X 8P-091 SURFACE AREA OF POOL 152 coN n 0)a PERIMETER 53 DEPTHS MIN. 00-6" MAX. 31-691 N olI N rn SPA SPECIFICATIONS—DETACHED TILE m SIZE 8 FT. X 9 FT. SO. FT. 72 PER. 3P TILE TYPE 6 x 6 U ip SPA DAM WALL WIDTH N/A WATER LINE YES PER PLAN 1 00 NO. OF JETS 4 TILE TRIM NO -1 _N LIGHT 1-250W QUARTER ROUND NO = q cc) R.B. RAISED SPA AT +0' B. YES PER PLAN o LL SLC SPILLWAY TYPE SHEER DESCENT U N 0 SPECIAL NOTES SEE # 14 & ELEVATION li N w W DECKING EXCAVATION / STEEL SQ. FT SEE LEGEND ¢ M ®TYPE HAND FINISH SEE LEGEND o o Q L E E N D" S ACCESS FROM STREET EXPANSION JOINTS YES PER PLAN 7 C) ELEVATION S.A.E. CANTILEVER YES PER PLAN ccoo t DECK DRAINS YES PER PLAN DEEP END RAMP NO 4 04' NATURAL COLOR MEDIUM BRO❑M FINISH CONCRETE WITH DEEP SC❑RE JOINTS, LOVE SEAT NO DECCO DRAIN THICK ALONG WALKWAYS, CONCRETE REMOVAL NO LOADS CURB CORE SOD REMOVAL NOLOADS STEPS NO O4" RETARDANT FINISH CONCRETE WITH DEEP SCORE JOINTS, TREE REMOVAL BY No STEP FACE No IRRIGATION REMOVAL BY NO TILE BASE YES PER PLAN IRRIGATION REPAIR NO SAND AND VISQUEEN NO RETARDANT FINISH CONCRETE WITH 4' SQUARE DIAG❑NAL SCORE JOINT PATTERN, 6° R.B.B. ft• RIBBONS YES PER PLAN 12" R.B.B. ft MOW STRIP LANDSCAPE DEPARTMENT 18" R.B.B. RBB PER ELEVATION ft. 4 NATURAL COLOR, SMOOTH TROWEL CONCRETE BANDS WITH CONTROL J❑INTS @ 8' MAX ac, 24' R.B.B. t i 30" R.B.B. ft 12" WIDE MED, BROOM FINISH BANDING, CNLORI T.B,S, TAN SHELF DEPTH ROCK POCKETS MASONRY COPING TYPE CONCRETE CENTERS --- R.B.B. FACING TILE & STUCCO O ASHLAR SLATE. PATTERN STAMPED CONCRETE WALKWAY, SPILLWAY TYPE SHEER DESCENT SIZE 2'_6" PLUMBING STEPS YES PER PLAN -STUCCO i O RANDOM FLAGSTONE STAMPED CONCRETE WALKWAY, FILTER CALIF SIZE 460 PROP. EXT. WALLS PAINT POOL PUMP CALIF SIZE 2.5 H.P PLANTER WALL RETAINING WALLS E 80 RANDOM FLAGSTONE SET N GROUND, NO SUBBASE 800S1ER PUMP SIZE _ EQUIP. WALLS P ADD'L PUMP SIZE _ r nv T P R j FIREPIT ADD'L PUMP SIZE 415 CAP FROM QUICK CRETE 1/4" THICK FULL DEPTH POLY—FOAM EXPANSION JOINTS WITH TEAR AWAY TOP. HEATER CALIF SIZE 400,000 BTV 416 SEE LEGEND BIRD BATH TIME CLOCK YES PER PLAN PINEAPPLE MEDALLION -AT SPA SUB PANEL RS -6 W/ SPA SIDE UPPER WIER STUCCO PAINT TO MATCH 10 2" THICK GRAVEL PAVING, ADD'L OUTLETS SKIMMER TYPE HAYWARD FRONT LOAD 11 6" WIDE CONCRETE MOW CURB, BY LANDSCAPER. O FILL LINE AUTO PEBBLE PLASTER GAS LINE FM STUBS LIGHTS POOL N/A LIGHTS SPA 1-25OW FOUNTAINS/SPRAYHEADS ROLLED BOND BEAM 12 6' HIGH STUCCO BLOCK WALL WITH ROLL CAP. STUCCO + PAINT BY OTHERS, SHEER DESCENTS 2'-o"PER PLAN BEHIND SPA _ EYEBALLS YES LIGHTS IN POOL N/A IN SPA 1-250W 13 3' WIDE TUBULAR STEEL SIDEYARD ACCESS GATE STUB SET EQUIPMENT YES PER PLAN FENCING O MISC. PLUMBING sizE 2'-Z " PVC SUCTION & RETURN FENCE TYPE BLOCK HEIGHT .� 14 SQUARE SPA WITH BROOM FINISH COLORED CONCRETE CAP SAME AS #5 ALTERNATE S►DA JET HEIGHTS, GATE ONE NE I aci RON GATEw/MESH BACK ---J GU N I TE GATE REVERSAL 15 18" HIGH PRECISION BLOCK GARDEN SEATWALL, QUICK CRETE CAP, DEEP END RAMP NO REMOVE & REHANG EXTENDED 2nd STEP NO LOVESEAT SPA ONLY / { 16 BIRD BATH ON CONCRETE PEDESTAL, ALS GARDEN ART # 672 M COLORI ANTIGUA BART �5�. STaR7 04-01-05 R❑. SPILLWAY TYPE SHEER DESCENT EST.COM 06 01 05 O CANTILEVERWA LC_ -.— c GO CRET E 2-� 50HIGH BLOCKWALL. Rp R.B.B. - SEE STEEL RBB + 18" 8'-0" SQUARE SPOOL WITH WALL TIER, CONTRACTOR TO SUBMIT SHOP DRAWINGS OF yPA 18 SUBJECT TO CLIENT'S APPROVAL, 24" SHEER DESCENT, OWNER RESPONSIBILITIES OWNER TO: (1) DETERMINE THE APPROXIMATE ELEVATION OF POOL OR SPA AT LAYOUT ON DAY OF EXCAVATION 19 POOL EQUIPMENT. (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 (4) AGREE THAT CALIFORNIA POOLS IS NOT RESPONSIBLE FOR UNDERGROUND CONDITIONS OR OBJECTS AND ANY DAMAGE TO CURBS, SIDEWALKS, DRIVEWAYS, LAWNS, OR OTHER ITEMS IN THE ACCESS AREA j (5) SEE THAT ALL FENCING, GATES, AND GARAGE DOORS MEET LOCAL CODES FOR A POOL ENCLOSURE EES PRIOR TO PREPLASTER INSPECTION (6) FILL POOL IMMEDIATELY AFTER PLASTER. (FOLLOW INSTRUCTIONS -- DO NOT USE RUBBER HOSE) 1-(} T, it 11 li 311 1 _6j 311311 11-011 (7) TAKE NOTICE 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. OWNER APPROVES PLAN, POOL, AND EQUIPMENT LOCATIONS AND HAS READ THE RESPONSIBILITIES AND NOTICES ABOVE. I C7r_ SIGNATURE(S) DATE SWIMMING POOL PLAN FOR: NAME PRS MIER LOT 37 STREET 7-8-1 LIMA ST JOB ADDRESS PREMIER COLLECTION - CITRUS CITY LA QUINTA PHONE OFFICE RES LOT 37 TRACT CITRUS PAGE BOOK MAP BOOK PAGE NO. ICITY MAIL ADDRESS CONSTRUCTI❑N OFFICE PHONE NO, SCALE )ATE ; . DRAWN BY SOLD ' BY KETl ' 06,17.05 KP WAYNE ' JOB# izA-7 REVISI❑NIS DECK COLOR SEE LEGEND " DANDY ISS -6 SPA SIDE REMOTE PEBB./PLAS PEBBLE -COAT- MOONLIGHT GRAY SIGNATURE DRAINAGE NOTE+ Drainage and irrigation for planters and pots, by others, unless otherwise noted. FRONT ELEVATION SIDE= ELEVATION DATE1 1 CHANGED TANNING SHELF TO SPA PER PLAN 06/17/05 .. m� -- " _.a U N '9�* pqg9 d yypp G SX-FTY DE a E E N D ZE":"') �. H b�?•i ��5�.+ 4 'I'I o�j C;0 T.L + 1� STUCCO FIELD, COLOR TO MATCH ARCHITECTURE. 8O SQ. TILE WITW GROUT, TILE TO MATCH SPA TILE, INSTALL DIAG❑NAL PATTERN. JA/;o-rk �',r,'/-� l�'r;,.� f-''` � y�pry ,,t,I • 10 DJACENT SA ER SPECIFICATIONSCONTRACTOR TO SUBMIT SHOP,S E I � E ���^ TION ION TION SUBJECT TO S APPROVAL DRAWINGS PRIOR OCONSTRUCT 11 NATURAL COLOR POURED IN PLACE WALL CAP, 2" OVERHANG BOTH SIDES. 2" RADIUS EXPOSED STONE N/A EDGES, PROVIDE' #3 HORIZONTAL REBAR SET AT MID DEPTH. JOINTS AT 2' o.c, TILE SEE LEGEND 14 12" DIA, ART SCULPTURE MEDALION STONE, MODEL FENESTELLA BY PINEAPPLE GROVE DESIGNS, PHONE NO, (800)771-4595. ALLOW 4-6 WEEKS LEAD TIME FOR DELIVERY. BOULDERS N/A DECK COLOR SEE LEGEND " DANDY ISS -6 SPA SIDE REMOTE PEBB./PLAS PEBBLE -COAT- MOONLIGHT GRAY SIGNATURE DRAINAGE NOTE+ Drainage and irrigation for planters and pots, by others, unless otherwise noted.