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0301-388 (CP)
H N CO W w�r- ti� OZ CD — O ~ �O Ham Z M L0 N 0 N U °) d Q Lo QIr 0 0 LIJ Y= JJ mUU O liar 't Z_ co 5 n CY J LICENSED CONTRACTm ARATION I hereby affirm under penalty of perjurythensed under provisions of Chapter 9 (commencing with Section 700ion 3 of the Business and Professionals Code, and my License is in full force and effect. License # Lic. Class Exp. Date 552140 W311 k1 MC 12/31/01 Date } Signature of Contractor' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). ( ) I am exempt under Section , B&P.C. for this reason Date Signature of Owner 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 & policy no. are: Carrier STATE FUND Policy No. 162500-0.1 (This section need not be completed if the permit valuation is for $100.00 or less). ( ) 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 forthwith comply with those provisions. Date: APPlicant Warning: Failure to secure Workers' Compensation coverage is unlawful an shall subject an employer to criminal penalties and civil fines up to $100,000, iD addition to the cost of compensation, damages as provided for in Section 370 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 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 State laws relating to the building construction, and hereby authorize representatives of this City to enter upon the above-mentioned property for inspection purposes. I Signature (Owner/Agent) Date 4 - �•�' BUILDING PERMIT PERMIT0301- ) DATE VALUATIONLOT TRACT JOB SITE 47-74 I GFUr UDE WAM APN ADDRESS OWNER CONTRACTOR / DESIGNER / ENGINEER ivtlK"W.R1;,.s_ U, CPL PAn 14C 1-1130L J, ?4-7613FUG11WAY 111,OWO 39-301 LN.ADGER•►'7TIRC "!',W200 11401M %M011is- CA AnIm DEIRUT 0,,A 92211 USE OF PERMIT P001, SPA, SklfUL 8K IN PLACE AT YIRE—PLAS"f'r..Fd. i"t�;"l;Nry.,C'•1'fCal'd, I.�iPl�iv>i.s"�f71' I„'1,�1C.y'Y�l���I�k:43t��!' I'1dC;1.[I1:11fj POOL AN17 OR SPA 1.0 1,11STIiitfA`1" 6_'090 OF C6:31WELIXITIS1N FTs;>t :fi' OICE SUMMARY PIAN CRECK FRE 101.000.439.318 S'62"1.18 CO S TRUCITIC' N f`°:EE 101 -000-41 Is 000 MXCHAN1CA1,YfEZ--POOL, 101-000-421-(3W 3�t4.�3E1 INJI,'C'. RIC.A.3..:FXE – POOL 101-000420-000 $113.00 1•°IAIAMBINO FRE -- Pool, 101 -000-419-000 $" 100 JAN 2 8 2003 CITY OFA G1Ut dTA FINANCE DEPT- SIM -'.t i�'AL COAt:�'iMUCTJ'.CQ1+i .AND 11T.,A1�!' M1i� �>72,fi2 7 S s 11YRE.-`PAlO ��e=9 $0. UU r CY PF—RMI r:zw;3 rMEw S(M.19 RECEIPT DATE ! BY ! DATF, FINALED o O:3 INSPECTOR OPERATION I DATE I INSPECTOR OPERATION I DATE I INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings Ducts Slab Grade Return Air Steel Combustion Air Roof Deck Exhaust Fans O.K. to Wrap F.A.U. �I Framing Compressor Insulation Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls " ` "`' rty Wall Insulation Condensate Lines arty Wall Firewall :xterior Lath drywall - Int. Lath Final Final POOLS - SPAS BLOCKWALL APPROVALS Steel Set Backs Electric BondVk ' 3 Footings Main Drain 1 Bond Beam Approval to Cover Equipment Location Underground Electric Underground Plbg. Test , Final Gas Piping PLUMBING APPROVALS Gas Test oma' Electric Final Wasteyines Heater Final Wate ;Piping Plumbing Final Plum t h9 Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection Encapsulation 257 Gas Piping _ _ Gas Test Appliances Final /�0 COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole z Underground Conduit Rough Wiring Low Voltage Wiring . Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) r` Y4 4 SCHEDULE - 1 SURCHARGE Apar. VERT. STL PRE -CAST COPING BOND BEAM STL TRANSITION WHEN POOL -R- 3 /3 FOR NON -EXPANSIVE SOIL 4 /3 FOR EXPANSIVE SOIL n DEPTH ONC. DECKING WATER SURFACE ALL TILE$ SWI NOT N ACTUAL USE GATE ro SWING AWAY FROM POOL .. w omWATER t'-0" SURFACE 15000 4'-0' 1'-0' ANY WOOD FENCE ON FROPEttTY LANE, A MATERS EDGE MESS OMERWSE 5' YSRY. SCUD WALL MAY BE APPROVED BY THE BUILDING OFFICIAL. REOMRED. ( DECK NM BUILDING OFFICIAL) El!T25iL. 7.5 M 625X2.5il2 +630 - 2580 AS- 2� 09c11 5'-6• 2'-0" 010 6'-0" /30 BOND 'EL 0 rZ ;,,,T4 6'-6- 3' -0 - � 6- �;®AK511C BEAM6.m,. 7-0• 74* 6 776-7 4 -O. 6'O.I VERT >i SOIL <TH 4•-6. --F � n. I/30 HSTL1 B•-0. 2-�� IN POOL BOTTOM. sx _ IN WNITE OR AS REO'D 6• - B7 CITY - - - X ? AUIrOC T S 9 1471eL STL "Cl oour 6- 6- 5r'' NOTE: THIS SECTION- m CAN BE USED FOR I m 6" 6" 6" DEEP END RAMPS- - - ' UP TO VIN DEPTH G t ' Mo r�•' 6" 8- 7'r• USE 4 /4 BAR SONO - - • :: BEAM AND EXTEND LAP 33+ MAX 6' 9' 8r` F 9WALL ./ RAMP WALL THICKNESS TO CHANGE .n- •,,,, 8" UNIFORMLY DEEP END RAMP STD. REINFORCEMENT & DIMENSION CONC. DECK I2- ..;:. MASTIC .. ,.. .. YASn 4 MILL VISOUEEN I. I < EXPANSIVE JCN� 6- CONC. SM W/10 s.r HOFIZ: O 48'0 C. VERT. l WATER STL SOLID GROUT 2•� ALL CELLS r TILE •/ r" 4 /30 BOND SEAM I PLASTER RAISED BOND BEAM n BRASS ELECT. PULL BOX t0' ABOVE WATER .; I io J 1 1/2.0 BRASS 10' YIN. LENGTH 4. MIN • I /3O 6. O.C. BOTH WAYS AROUND NICHE SECTION AT LIGHT BOX n REINF. OUNITE /30 12. O.C. BOTH WAYS IASONARY COPING MORTAR 13"* PLASTER /30 BOND SM. - BOND BEAM STANDARD COPING & TILED BOND SM. W/ GROUT POURING DECK 3 1/2- CONC. r MASTIC SLAB I 15 Ls. FELT � ':': y TILE OR 4 MILL VISQUEEN `��_;. I PLASTER BOND BEAM CANT. CONC. DECKING n DECK OR CAP YIN. 2 /S BARS :•:� BEND BOND 4' MIN BY• STL AROUND NICHE ELEVATION 4�L T '1 0 4- MIN�� 2 /3 BARS PLAN SKIMMER NICHE DETAIL SCHEDULE - 1 SURCHARGE Apar. VERT. STL RADIUS SCHEDULE BOND BEAM STL TRANSITION WHEN POOL -R- 3 /3 FOR NON -EXPANSIVE SOIL 4 /3 FOR EXPANSIVE SOIL n DEPTH ro KEEP ODOR SECURELY CLOSED AT WATER SURFACE ALL TILE$ SWI NOT N ACTUAL USE GATE ro SWING AWAY FROM POOL s-6- t'-0" ' HDO/T. 15000 4'-0' 1'-0' ANY WOOD FENCE ON FROPEttTY LANE, A MATERS EDGE MESS OMERWSE 5' YSRY. SCUD WALL MAY BE APPROVED BY THE BUILDING OFFICIAL. REOMRED. ( DECK NM BUILDING OFFICIAL) El!T25iL. 7.5 M 625X2.5il2 +630 - 2580 AS- 2� 09c11 5'-6• 2'-0" 010 6'-0" 2'-6" 'EL 0 WATER SURFACE, 1 6'-6- 3' -0 - � ut 7-0• 3•_6- 776-7 4 -O. I 4•-6. --F � B•-0. '4,4 /30 12. O.C. B.W. IN POOL BOTTOM. o. - CENTER ALL STL M7- _ IN WNITE BOND SM. W/ GROUT POURING DECK 3 1/2- CONC. r MASTIC SLAB I 15 Ls. FELT � ':': y TILE OR 4 MILL VISQUEEN `��_;. I PLASTER BOND BEAM CANT. CONC. DECKING n DECK OR CAP YIN. 2 /S BARS :•:� BEND BOND 4' MIN BY• STL AROUND NICHE ELEVATION 4�L T '1 0 4- MIN�� 2 /3 BARS PLAN SKIMMER NICHE DETAIL MAX YIN. 4- MIN.-- 03 IN!/3 VERT S O 12- D.C. 18" X FIN. GR CNEW F1LL7 4 030 BOND BEAM /30 12"O.C. HOR STL THROUG HOU /30 12"0.C.,, VERT STL. NAT. GR. SURFACE I SHALLOW END FILL ADJACENT TO POOL n POOL FlNISH 3" 498 OR CRADE /A$ REO'0 To BY CITY WASTE - { "P" TRAP DET711Lr1 2 /3 BOND SM. WATER SURFACE HORIZ SILO 12- O.C. q Y 1 � /30 12- O.C. VERT STL & STRAIGHT WALL SPA = WATER SUF m POOL 4- YIN- 4 4" TIP. BOTTOM 4 SECTION W/ Hb30 tY O.0 SEE TYP. POOL SECTION SPA ADJACENT TO POOL TYPICAL SPA SECTION n NOTES 0 I. POOL SHALL BE COMPLETELY ENCLOSED By APPROVED FENCE. FENCE SHALL BE MIN, 5'-0" HIGH ABOVE THE GROUND, GATES SHALL BE SELF CLOSING AND SELF LATCHING WITH LATCH 4'-6" YIN. ABOVE THE GROUND, AS PER LOCAL ORDINANCES 2, POOL SHALL NOT BE FILLED WIN WATER UNTIL THE FENCE ENCLOSURE HAS NEEN CONSTRUCTED AND APPROVED. 3, PUBLIC POOLS REWIRE COUNTY HEALTH DEPARTMENT APPROVAL 4. POOL EOUIPMENT IS NOT PERMITTED IN FRONT YARD OR A REWIRED SIDE YARD ADJACENT TO MAIN BUILDING. TYPICAL POOL 5. POOL SHALL BE PROVIDED WITH APPROVED FILTER AND DRAIN. BOTTOM 6. ELECTRICAL AND PLUMBING PERMITS TO BE TAKEN OUT AT THE SAME TIME AS POOL BUILDING PERMIT. c5" 7. CEMENT SMALL CONFORM TO UBC STD. 26-1, A.S.T.M. C 150.62. 175.66. S. WNITE SHALL NOT BE LESS THAN 1 TO 4 11/2, 28 DAY 2000 P.S.I. COMP. 9. STEEL SHALL CONFORM TO A.&T.M. A 615 GR. 40, LAPPED 40 DIA. 10. POOL SHALL BE MIN. 5'-0- FROM BUILDINGS, TREES, OR PROPERTY LINES 11. SOIL SHALL HAVE BEARING 1000 /1 FT, UNDISTURBED EARTH. NO GROUND WATER. 12. WNITE TO BE PLACED AGAINST UNDISTURBED EARTH EXCEPT FILL & RAMP. Q. PLUMBING & ELECTRICAL INSTALLATION TO CONFORM TO LOCAL CODES 14. KEEP CONCRETE CONSTANTLY DAMP FOR 14 DAYS. 15. MINIMUM CLEARANCE BETWEEN EARTH AND STEEL TO BE 2-. TYPICAL BOND X BEAM W/4 /3SEEjSCHEDULE 21 BOND BEAM STL WATER SURFACE 1 ;DECKING - " CLR. ONE STORY HOUSE OR GARAGE FOUND- ATION, 1000 LB./FT. F Q1 b 7 i OR FENCE PLACE ADDIT. VERT.STL IN WALL :v ACCORDANCE WITH SCHEDULE 2. Gn AS REOLFRED PRIOR ro FILLING THE SUM" POOL MTN HATER AN APPROVED 8Af6EER (LE UL APPROVED ALARM SYSTEM OR FENCE) MUST BE INSTALLED. CHECK CLEARANCE OF r sDmcE DROPS SIM BOND ALL METAL$ ADD N t2' O.C. SURCHARGE Apar. VERT. STL LONGITUDINAL O MAIN SUMP DRAIN TRANSITION WHEN AT LOW POINT REO'D BY BLOC DEPT. TYPICAL LONGITUDINAL SECTION n 5 -0 YIN N as-oc MAX YIN. 4- MIN.-- 03 IN!/3 VERT S O 12- D.C. 18" X FIN. GR CNEW F1LL7 4 030 BOND BEAM /30 12"O.C. HOR STL THROUG HOU /30 12"0.C.,, VERT STL. NAT. GR. SURFACE I SHALLOW END FILL ADJACENT TO POOL n POOL FlNISH 3" 498 OR CRADE /A$ REO'0 To BY CITY WASTE - { "P" TRAP DET711Lr1 2 /3 BOND SM. WATER SURFACE HORIZ SILO 12- O.C. q Y 1 � /30 12- O.C. VERT STL & STRAIGHT WALL SPA = WATER SUF m POOL 4- YIN- 4 4" TIP. BOTTOM 4 SECTION W/ Hb30 tY O.0 SEE TYP. POOL SECTION SPA ADJACENT TO POOL TYPICAL SPA SECTION n NOTES 0 I. POOL SHALL BE COMPLETELY ENCLOSED By APPROVED FENCE. FENCE SHALL BE MIN, 5'-0" HIGH ABOVE THE GROUND, GATES SHALL BE SELF CLOSING AND SELF LATCHING WITH LATCH 4'-6" YIN. ABOVE THE GROUND, AS PER LOCAL ORDINANCES 2, POOL SHALL NOT BE FILLED WIN WATER UNTIL THE FENCE ENCLOSURE HAS NEEN CONSTRUCTED AND APPROVED. 3, PUBLIC POOLS REWIRE COUNTY HEALTH DEPARTMENT APPROVAL 4. POOL EOUIPMENT IS NOT PERMITTED IN FRONT YARD OR A REWIRED SIDE YARD ADJACENT TO MAIN BUILDING. TYPICAL POOL 5. POOL SHALL BE PROVIDED WITH APPROVED FILTER AND DRAIN. BOTTOM 6. ELECTRICAL AND PLUMBING PERMITS TO BE TAKEN OUT AT THE SAME TIME AS POOL BUILDING PERMIT. c5" 7. CEMENT SMALL CONFORM TO UBC STD. 26-1, A.S.T.M. C 150.62. 175.66. S. WNITE SHALL NOT BE LESS THAN 1 TO 4 11/2, 28 DAY 2000 P.S.I. COMP. 9. STEEL SHALL CONFORM TO A.&T.M. A 615 GR. 40, LAPPED 40 DIA. 10. POOL SHALL BE MIN. 5'-0- FROM BUILDINGS, TREES, OR PROPERTY LINES 11. SOIL SHALL HAVE BEARING 1000 /1 FT, UNDISTURBED EARTH. NO GROUND WATER. 12. WNITE TO BE PLACED AGAINST UNDISTURBED EARTH EXCEPT FILL & RAMP. Q. PLUMBING & ELECTRICAL INSTALLATION TO CONFORM TO LOCAL CODES 14. KEEP CONCRETE CONSTANTLY DAMP FOR 14 DAYS. 15. MINIMUM CLEARANCE BETWEEN EARTH AND STEEL TO BE 2-. TYPICAL BOND X BEAM W/4 /3SEEjSCHEDULE 21 BOND BEAM STL WATER SURFACE 1 ;DECKING - " CLR. ONE STORY HOUSE OR GARAGE FOUND- ATION, 1000 LB./FT. F Q1 b 7 i OR FENCE PLACE ADDIT. VERT.STL IN WALL :v ACCORDANCE WITH SCHEDULE 2. Gn AS REOLFRED PRIOR ro FILLING THE SUM" POOL MTN HATER AN APPROVED 8Af6EER (LE UL APPROVED ALARM SYSTEM OR FENCE) MUST BE INSTALLED. CHECK CLEARANCE OF r sDmcE DROPS SIM BOND ALL METAL$ wrAm 5' OF MATERS SURCHARGE Apar. VERT. STL EDGE x D-3 to s 0-5'to D-7 to 8'6- 04 t� ALL PEDESTRIAN GATES ro BE SELF 4'-0- MIN N wsne N wx'oc CLOSING AND SRF -LATCHING. OESIGNED 5 -0 YIN N as-oc ro KEEP ODOR SECURELY CLOSED AT NO OPENINGS YORE THAN t' ALL TILE$ SWI NOT N ACTUAL USE GATE ro SWING AWAY FROM POOL NOTE: ALL FENCNG M BE YN. Y N -- 30/ e4. 6. PRESSURE +M- WD 3/6 ' HDO/T. 15000 IF POOL EOUPT. IS LESS MAN 10' FROM ALL SETBACKS ro BE A WL OF 5' FROM ANY WOOD FENCE ON FROPEttTY LANE, A MATERS EDGE MESS OMERWSE 5' YSRY. SCUD WALL MAY BE APPROVED BY THE BUILDING OFFICIAL. REOMRED. ( DECK NM BUILDING OFFICIAL) M.R. SCHEDULE 2 3 SURCHARGE Apar. VERT. STL BUILDING SURCHARGE i1 x D-3 to s 0-5'to D-7 to 8'6- 04 3'-0" YIN AS Ml N NIMC. N • e'MC 3800 4'-0- MIN N wsne N wx'oc DESIGN POOL FOR EARTH PRESSURE 5 -0 YIN N as-oc EMPTY, NO GROUND WATER, PERMEABLE SOIL 6'-0- YIN -- fc- 2000 P.S.I., is- 16000 P.S.I. n-15. 4 -- 30/ e4. 6. PRESSURE +M- WD 3/6 BLANK MEANS NO 15000 SPECIAL THICKNESS OR fe O 7.5' P- �Z -.0061 np-OSI REINF. REWIRED 12X3 K- .344 J-.88 20500 .7X6200 380 P.S.I. C 900 ALLOW ':394X88X12X32 4 Ic O 2.5' POOL FULL UNSUPPORTED 7.5 M 625X2.5il2 +630 - 2580 AS- 2� 09c11 1/2" Extruded ROCK 6 16X88X2 Polystyrene Min. Separation aK +Y -M/ LB. NET Y/ d AS d' WATER SURFACE, 1 {FLOOR i DECK WEEP HOLES IMG ALTERNATE TO POOL BARRIER PUT IN CONC. BOTTOM CONI FT'G MOISTURE BARRIER PROVIDE PLAN & CALCS. RAISED PLANTER FOR RET. WALL. EXPANSIVE SOIL ONLY N OTE : TH 5 `LAN POOL GENERAL SPECIFICATIONS SIZE X AREA ❑ DEPTH TO SHAPE LINER POOL CAPACITY GALS, PUMP VOTER M.P. FILTER S0, FT. VACUUM LINE & SKIMMER - RETURN UNE MAIN ORAN SKIMMER MODEL BACKWASH LINE ' OF 1/2' FILL UNE ANI" SIPHON VALVE HEATER SIZE BTU G/SUME Or. VENTED BY: LIGHT CLOCK ELECTRIC BY: ELECTRICAL BONDING Sr. POOL CLEANER CHLORINATOR BOARD SUPPORTS LAOOER-YODEL SLIDE / ma m► 6- MIN. " NOTES Y CHR. ORAWN Br. JEME MMM 12- MIN, 000 ft. JAW H. HVMR POOL CALCULATIONS ns w �. NOT TO SCALE ONE STORY HOUSE LAP % OR GARAGE FOUND- DEEP ./ END SHALLOW AnoN, OR ROCK END 1000/ LF. MAX. UNLESS OTHERWISE SPECIPIED'. POOL ISSHALLOW TO DEEP 1/2- MIN. APPROVED DEEPENED FOOTING n I HAVE RECIEVED A COPY OF ALANT THIS PIAN AND HEREBY DECK APPROVE POOL AND EOUIPMENT LOCATION fE "+! .�1 y1 CUSTOMERS SIGNATURE DATE OM REMNNDER OF JOINT TrL EXPANSION JOINTS IN CELOTEX OR OTHER 4614 REO'D IN DECK AT EXP. MATERIAL 10'-0- O.C. E'° y3'/o5 * JOHN H. HACKER EXPANSIVE JOINT Civ1 E S CFV1L 68487 HICHWA T+fit a CATHEDRAL CITY, CA. 92 SWIMMING POOL IS FOR THE LOWER C*'SEh": AREA ONLY 3 1600 SM 1100 2 04 4 3800 1200 2600 3 06 5 7500 2500 4900 4 09 5 15000 6200 6800 4 1 7 20500 130ID 7500 4 13 7.5 25300 19100 6200 3 14 DECK WEEP HOLES IMG ALTERNATE TO POOL BARRIER PUT IN CONC. BOTTOM CONI FT'G MOISTURE BARRIER PROVIDE PLAN & CALCS. RAISED PLANTER FOR RET. WALL. EXPANSIVE SOIL ONLY N OTE : TH 5 `LAN POOL GENERAL SPECIFICATIONS SIZE X AREA ❑ DEPTH TO SHAPE LINER POOL CAPACITY GALS, PUMP VOTER M.P. FILTER S0, FT. VACUUM LINE & SKIMMER - RETURN UNE MAIN ORAN SKIMMER MODEL BACKWASH LINE ' OF 1/2' FILL UNE ANI" SIPHON VALVE HEATER SIZE BTU G/SUME Or. VENTED BY: LIGHT CLOCK ELECTRIC BY: ELECTRICAL BONDING Sr. POOL CLEANER CHLORINATOR BOARD SUPPORTS LAOOER-YODEL SLIDE / ma m► 6- MIN. " NOTES Y CHR. ORAWN Br. JEME MMM 12- MIN, 000 ft. JAW H. HVMR POOL CALCULATIONS ns w �. NOT TO SCALE ONE STORY HOUSE LAP % OR GARAGE FOUND- DEEP ./ END SHALLOW AnoN, OR ROCK END 1000/ LF. MAX. UNLESS OTHERWISE SPECIPIED'. POOL ISSHALLOW TO DEEP 1/2- MIN. APPROVED DEEPENED FOOTING n I HAVE RECIEVED A COPY OF ALANT THIS PIAN AND HEREBY DECK APPROVE POOL AND EOUIPMENT LOCATION fE "+! .�1 y1 CUSTOMERS SIGNATURE DATE OM REMNNDER OF JOINT TrL EXPANSION JOINTS IN CELOTEX OR OTHER 4614 REO'D IN DECK AT EXP. MATERIAL 10'-0- O.C. E'° y3'/o5 * JOHN H. HACKER EXPANSIVE JOINT Civ1 E S CFV1L 68487 HICHWA T+fit a CATHEDRAL CITY, CA. 92 SWIMMING POOL IS FOR THE LOWER C*'SEh": AREA ONLY COUNTY OF RIVERSIDE DEPARTMENT OF HEALTH ENVIRONMENTAL HEALTH SERVICES DIVISION POOL AND SPA PLAN CORRECTION Area # PROJECT NAME Mira Flores Senior Apartments PROJECT LOCATION Jefferson and 48th Indio OWNER/CONTRACTOR Cal Pacific Pools The plans are now approved subject to the conditions listed below: PLAN # NO3-008 DATE: 24 January 2003 1. The maximum permitted space at the bottom of the fence is 2° not 4° as indicated on the landscape plan. 2. Per conversation with Mr. Bentley -Bryan the chlorinator is specified as a Polaris G-1000. The Main Drain cover will be specified as a Purex 86106000 3. Provide a sight glass in the backwash line if the air gap will be situated remotely from the equipment room. 4. The restroom details have been provided by the developer and are located in the clubhouse which is contiguous to the pool. The two showers must be immediately accessible by pool users and need not be located within the confines of the clubhouse. Soap dispensers must be wall mounted at the shower 5. . Approval of this plan does not include approval by local land use, water or sewer agencies. Prior to commencing construction or undertaking improvements, submit these plans to the Riverside County Land Use Agency located at 82675 Hwy 111, Room 201 Indio CA 92201, phone (760) 863-7000. A facility may not receive an Environmental Health Permit without this approval, which will be verified prior to the final inspection. CONSTRUCTION INSPECTIONS: Contact the Plan Checker for pre-gunite and pre -plaster inspections at least five (5) working days in advance. A FINAL INSPECTION MUST be made upon completion of all vmrk including fencing, safety equipment and signs. APPROVAL to operate shall not be granted until the facility has passed the FINAL INSPECTION, and "APPLICATION TO OPERATE" has been completed and PERMIT fees have been paid. REQUEST FOR FINAL INSPECTION SHOULD BE MADE AT LEAST FIVE (5) WORKING DAYS IN ADVANCE. PLAN CHECK BY Phone (909) 461-0284 I acknowledge the corrections noted herein abb as indicated on the plans and agree to incorporate them during construction: Sig N� �N D O Z =m - >z c� z D r*m C1 fi— o m o D = m 5'-0"`j�, rn 00 -0 > o m 0 > 0- r OZ O ATCO \ p °' P 4 ° D a p c'o r 0 rn 171 02 ° p P. pD • - O cn r Or T1:* ;u m r Wmx \ •4 P it -D 4 p �• �_ U) O m m D 4._: m <MM $ ° Cn o m N 4 P 4D P D• p• @ xx �mOD fl r v�N P m Or m D Z (Oj m m IJ 4p. D II ...«. ., . - .....- m _ __ .._ D I rn p 4 rnw N ° D u °. P n 4 o N n ;� U) 4 D{ O p D r T • it D 4 L l'-6" 5-0" - '4 0 4 4 N n P ' p m N? P 3" 4. P i>oc-- .o n 4 4 D c ZOO 000 4 4 p II A I '---=ar �I S' ° U) 4 D D 4 P. a. . OLo � p° ° D ° . 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