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BPOL2024-0062 - PlansGENERAL NOTES: HE PoOLND SPA DRAWINGS ARE INTENDED FOR POOLND SPA CONSTRUCTION USE ONLY. SEE DRAWINGS BY OTHER DISCIPLINES FOR EXTENSION OF PIPES AND ELECTRICAL RUNS THAT CONNECT TO THIS SYSTEM, HE POOLAD SPA CONTRACTOR SWILL VERIFY ALL DIMENSIONS ELEVATIONS AND CONDITIONS PRIOR TO STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE OWNER'S HE THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMEDS SHOULD ANY, THE POOL AND PA CNTOMISSIONS, CONFLICTS OR AMBIGUITIES IIN THE DRAWINGS BE DISCOVERED DURING THE EXAMINATION OF THE DRAWINGS OR UPON VISITING FINE SITE. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY. 4, THE PROJECT ARCHITECT /ENGINEER SHALL MAKE PERIODIC OBSERVATIONS OF THE WORK AS MAY BE NEEDED OR REQUIRED. 5 Aly DEVIATION FROM THESE PLANS "" BE SUBMITTED TO THE POOL' IPA E= =IT NO IMIPILA I P RIVYALIE.FENR.EE.H..-�GE-.AT.R-.D"E B. IT IS THE INTENT .1 THESE DRAWING. AND TH. DESIGN THAT THE WORK BEER IIE GO EF . ND ODALIFICATIONS SPECIFIC TO THIS UNIQUE WORK, THE POOL AND SPA CONTRACTOR'S EXPERIENCE AND QUALIFICATIONS SHALL INCLUDE. ATA MINIMUM, THE SUCCESSFUL COMPLETION OF AT LEAST'(2) PWITH HIS BID, A LIST OF QUALI YING COMPLETED ROJECTSOF EQUIVALENTSCOPE COMPLETED WITHIN CT IACLUDNG THE NAMES, DEDETERMBY FINE INEDWNER AND NUMBERS M mEPFOR THE OWNER NER(OOR"Is REEPRESEPNTAm/E) ND THE POOL lUPA ENGINEER TH' Prvsions s°ilnu TAKE aaECEoENCE ovEN SCALED'olMErv,l Tr cTOH ooLSPANGINEERAPPROVEDE.-.NLEss OTHERVIMENOTED. HE-11 SPA CONTRACTOR SNALL SUBMIT PRODUCT DATA SHEETS ON ALL EOUIPMEM, MATERIALS AND COMPONENTS SHOWN ON THESE PLANS TO THE POOL I SPA ENGINEER FOR APPROVAL 11. ALL PIP NG WITH N HE L M TS OF THE PUMP STATION I MECHANICAL ROOM ND HE P PING CXASEWAY SHALL BE SCH 80 PVC (PPOOLY-VINYL CHLORIDE) WITH SOLVENT WELD FITTINGS, PVC NEV ISNSO UNEERSTOOD THAT "TENT IF CONDITIONST ALL IN HEIfIELD MAY OIF AND REQUIRE MINORLAID PI6GELAIRERN'LIGINMENTE IT HE M. SPANNGINEER'SHA BE NOTIFED PRIOR TO MINING ADJUSTMENTS TO ADULT P(_)OL & SPA DESIGN 15, SEWER CONNECTIONS AND APPROVAL TO HANDLE SYSTEM WASTE AND DRAINS SHALL BE IN ACCORDANCE WITH STATE AND LOCAL MUNICIPAL REQUIREMENTS Al.REPAIR ALL LFAI(S. SCOPE OF WORK: RETEST ASHYDROSTATICALLY TEST ALL PRESSURE LINES AT sa PSI FOR A PERIOD OF 2 HOURS MAINTAIN TEST ON PIPES THROUGH CONSTRUCTION PERIOD, CHECK FOR CONSTRUCT NEW WEST POOL PA/POL SYSTEM STEEL OR METAL PIPINGSHALLBE SCHEDULE 40 UNLESS OHERWISE NOTED AND SHALL HAVE EPDXY COATING ON ALL WETTED SUFACES. CO NSTRUCTNEWEASTROOL 10. VALVES SHALL BE RATED FOR 150 PSI MINIMUM WORKING PRESSURE UNLEE OTHERWISE NOTED. CONSTRUCT NEW SPA CE (GUNITE / SHOTLRETE) CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH(fR OF 3060 PSI UNLESS OTHERWISE NOTED ON DETAILS. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR SHOTCRETE PLACEMENT. 22. ALL REINFORCING STEEL USED IN HIS FACILITY SHALL BE GRADE 60 PER A S.T.M. A616 (TYPICAL). 23. OUTDOOR HEATED POOLS AND SPAS SHALL HAVE AN INSULATED COVER. PROVIDE ONE COVER FOR EACH POOLI SPA. FIELD INSPECTOR" TIME IF INSPECTION WITH ALL EGUIPMENT SPECIFICATIONS, BROCHURES ND MAINTENANCE INFORMATION TO VERIFY REQUIED CLEARANCES AND INSTALLATION REQUIREMENTS. ELECTRICAL NOTES: 1. THE PGOLAN. SPA ELECTRICAL ..NTRA.TOR H.L. GROUN. AN. BOND ALL ELECTRICAL ° H THE LATEST EDITION OF HE NATIONAL ELECTRIC CODE REQUIREMENTS OF 680, ADTBYALLS'TAREINFORCING, ' ADLOCALCODES ESEE BO ACCORDANCE NDING ONDING DETAILS FOR MORE INFORMATION. 2. ALL ELECTRICAL EQUIPMENT AND FIXTURES SHALL BE GROUND FAULT CIRCUIT INTERRUPTER EQUIPPED HER CODE (TYPICAL). HEPOOLAND SPA ELECTRICAL CONTRACTOR SHALL PROVIDE AND IN ARTS ALL CONDREFER1THEE WIRE, CONTROLS, ING INHE.EPLANDISCONNECT. 9C. FOR THIS POOL / SPA UNLESS OTHERWISE NOTED. 4. FORTALLOWS OPERATION OF THE EQUIPMENT DURING OFF-PEAK HOURS. RECEPTACLES IN ET LOCATIONS SHAD A III P PER HAVE AN ENCLOFE SURE THAT IS WEATHERPROOF WHETHER OR NOT THE ATTACHMENT RUG IS INSERTED IN THE RECEPTACLE. 28, ALL 15 AND 20 AMP SINGLE PHASE 126 VOLT RECEPTACLES LOCATED WITHIN 20' OF THE INSIDE WALLS OF THE SRMFOUEAIN SHALL BE PROTECTED BY A GFCI (2010 C.E.C. 60D22) APPLICABLE CODES: PERFORMEDWORK_LL IN COMPUNCE WITH: 1, THE CURRENT EDITION OF HE CALIFORNIA BUILDING CODE, THE CURRENT COITION OFTHE CAL IFORN W HEALTH AND SAFETY CODE. 3 THE CURRENT EDMON IF THE LAID ELECTRICAL CODE S. ALLEO RE CODES APPLICABLE TO THIS WORKTRIC CNT EDITION F THE _"IA ELECORE. HEALTH DEPARTMENT NOTES: 1. DESIGN ON BOTTOM AND 2, GATES AND BOORS SHALL 'BE CAPABLE OF BEING LOCKED DURING TIMES WHENDES IF SPA T RESEMBLE HUMAN FORMS ARE THE SPA IS CLOSED. EXIT DOORS WHICH COMPLY WITH CHAPTER 10, TITLE N, CALIFORNIA CODE OF REGULATIONS SHALL BE CONSIDERED AS MEETING THESE REQUIREMENTS, IFE NH(25mm)HIGH,°'CHLDREN V'NDER THE A'GE OF 1a.HNALL NOT USE PLOL ... W..OUT'PA"T'N. o 'LTGU- AN NATTENDNEC. EIGN SHALLAEOSTATE IN LETTERS AT LEAST L_THE OF EY FOR RE SO EQUIPPED, THOSE GATES NDIOR DOORS WHICH WILL ALLOW EGRESS WITHOUTNKEEY SHALL HAVE A SIGN INLETTERSAT LEAST 4C(100mm) HIGH STATINGALL 'EMERGENCY EXI, 5. A SIGN SHALL BE PRIED ON THE EXTERIOR SIDE OF GATES AND DOORS LEADING INTONE PCOLI SPA ENCLOSURE AREA STATING -KEEP CLOSED'. VALVES SWILL NOT BE LOCATED IN ANY DECKAREA SURROUNDING A POOL I SPA. VALVESSHALLBEINSTALLEDONALLRECIRCULATION,BACKWASHINGNDDRAINSYSTEMLINES REQUIRE.HVTOFF ISOLATION, ADJUSTMENT OR CONTROL OF THE RATE OF FLOW. EACH VALVE SHALL BE INST" IN HEEOUIPMENT AREA NO LABEUS AS TO ITS PUFRE. WHICH REQUIRE RELATED TO POOL/—OPERATIONS SHALL BE INSTALLED AND MAINTAINED ACCORDING TO GHAEER 91236 OF THE CALIFORNIA CODE OF REGULATIONS AND IN ACCODNCE WITH THE EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTIONS, 8. ALL FILTERS, VALVES. PUMPS. STRAINERS AND EQUIPMENT SHALL BE READILY ACCESSIBLE FOR REPAIR AND REPLACEMENT. SEDERS AND ASSOCIATED COMPONENTS SHALL BE CONSTRUCTED AND INSTALLED TO PREVENT UNCONTROLLED DISCHARGE OR SIPHONING OF CHEMICALS AND FUMES DIRECTL SHALL COMPLY WITH APPLICABLE REQUIREMENTS ESTABLISHED BYTHE NSF IAN3150-2010 PERFORMANCE STANDARD EFFECTIVE AUGUST 2010 FOR DIS N'FECTANT FEEDERS t 1. ALL CHEMICAL FEEDERS SHALL BE CAPABLE OF SUPPLYING NOT LESS THAN THE EQUIVALENT OF 3 POUNDS (1 KG) OF 100 PNCENTAVAILNBLE CHLORINE PER DAY PER 10,000 GALLONS (3],850 LITERS) OF POOL / SPA WATER CAPACITY. 12.AVISIBLE Mr SCEDrRMINING-ERATTE 'A RaEaUE.EEMs°F.TAB�IS Eoa°;'HERSFI NSP°'o101 RFORMA-ES TNDADEFFECTIVEAUGD3T2., 14. RE SHALL BE NO DIRECT CONNECTION BETWEEN THE POOL SPA, ITS RECIRCULATION SYSTEM OR OVERFLOW DRAIN TONY SANITARY SEWER, STORM DRAIN OR DRAINAGE SYSTEM, VACUUM CLEANING SYSTEM SWILL BE AVAILABLE WHICH IS CAPABLE OF REMOVING SEDIMENT FROM ALL PARTS OF THE POOL I SPA FLOOR. ACLEANING SYSTEM USING POTABLE AS REDUIRD BYTHE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH UNDER BECTIONS ]601 TO ]REDS, WAD.REITITLE"'.."ORBA_oFoF E�,T,.NB° o`. �'_NNGs,°STE.SH LLOPEF EINHEDOL/SPAWHENHEPOL/SPAISOPENORAVM BLEFOR REBYP°OLISPA USERS. 16. PVA OMPLNNCE INSPECTIONS (3015B)_ THE POLOWNER. OPERATOR OR DESIGNATED AGENT SHALL NOTIFY THE ENFORCING AGENT PRIOR TO SCHEDULING THE FOLLOWING INSPECTIONS: EPLUMBING BAPPLY1 OBTOLNO CMPTPN THNUCINTOTHE PoOL HELL,ANO, D. AT THE IONOFCOSTRTO.NO POOL SHALL BE OPENED TO THE PUBLIC WITHOUTTHE WRITTEN APPROVAL OFHE ENFORCING AGENT, THE ENFORCING AGENCY SHALL REQUIRE THAT SUFFICIENT EVIDENCE OR MAY BE MADE DING ITS USE . WHENEVER THERE IS INSUFFICIENT EVIDENCE OF COMPLWNCE WITH THE PROVISIONS OF THIS CHAPTER , THE ENFOR. BIG AGENCY MAYEQU RE ESTS AS PROOF OF COLAPLIANCE TO BE MADEAT NO E%PFILE ENFORCING AGENCYENSE TOHEENPECFYFORCING AGEESTPRNCY.TEIGU HALL BE MADE IN ACOORDANCE WITH APPROVED STANDARDS, BUT IN 7HEABSENCE OF SU H STANDARDS, INCH (25mm) HIGH ND IN A LANGUAGE OR D WGRAM THAT IS CLEARLY STATEDSHALL BE POSTED AT THE ENTRANCE AREA OF A PUBLIC POLL WHICH STATES THAT PERSONS HAVING C11RE_' HAVE HAD ACTIVE DIARRHEA WITHIN DAYS IIALL NOT BE ALLOWED To POOL LNG. IT ISESTIMATED THAT EALH OF THESPAS IPoOLS WILL E DRAINED UPTOFORTTIMES PER YEAR.FOR POOL WATERVOLUMESSEE PoOL LA... TPLNVEWS"SPA / POOL DATA�'N 20. PROVIDE SAFETY GLAZING WHEN BOTTOM EDGE OF THE GLAZING IE LESS THAN 5 FEET ABOVE THE POOL SIDE WALKING SURFACE AND THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL SPA WATERS EDGE. 2' "N'ING SHALL EXTEND UNDER PO CONCRETE, PAME. S UNPAVED WALKING SURFACE. FOR D11 14-1-14TALLY BEYOND HE INSIDE WALL. of HE POOL AND SHALL BE AIA.HECT. THE POOL REIN_RKNKG=L.E COPPER OR GRID AT MIN OF (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. ICEL 6B -1 22. FIXED TAL PARTS IN 5 FEET R LESS FROM THE INSIDE OF THE POOL WALL SHALL BE BONDED ER CEC VV,26(BX]). 29. UNDERWATER LUMINARIES SHALL MEETHE PROVISIONS OF CEC 660.UN 23. 24 E%CEPT FOR METAL BNR OR HOPS USED TO SECURE WOODEN STAVES EOUIPOTENUAL BONDING OF SPAS AND HOT TUBS IS REQUIRED UNLESS ALL OF THE CONDITION. LISTED BOA2(B)ARE MET. BONDING I.RE°UIED FORBOTH POOL...EDETAILS IN THESE PLANS FOR MORE INFORMAE IN TION2E. WHERE NONE OF THE . CONDUCTIVE SURFACE THATNEKDOSES NOT LESS THAN IS SQ.IN DIRECT CN) OF SURFACE AION WITH THE REA WATER THE POOLTHE PoOL WATER ATER AT ALL TIME. HE CONDUCT- SURFACE S.T CONTACT WITH ANHALL BE LOCATEDAPPROVED RWH'ERERIT IS NOTT EXPOSEDTO PHYSICAL DAMAGE OR DISLODGEMENT DURING USUAL POLACTIVIRES. AND IT SHALL BE BONDED" ACCORDANCE WITH CEC 680.26(C), IFAPPLICABLE, WATER BOND SHALL BE INSTALLED IN AN ESSIBLE _OON AND ALWAYS BELOW PCOUSPAWADER L L ATALL 1I.ES PER MANUFAGFUREIS INSTRUCTIONS. LA QUINTA RESORT AND CLUB 49-499 EISENHOWER DRIVE LA QUINTA, CALIFORNIA 92253 ALL OR EQUAL SUBSTITUTIONS MUST BE SUBMITTED TO AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF AN ITEM sc,''MUM - ewimyc m5 p N avmim ' one nt5efdl 9 Yieh WV 6e4.'.% m ylr.O*i m s.00 p.m. Y Gawm C H. NN, None borWy arnw� TIunM9Mn90aY CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE O5/OH/2024 BY:PC 751 Sunny Grove Lane Patrett Glendora, CA 91741 Engineering Group, Inc. Ph: (626) 335-4362 Fax: (626)963-4812 SHEET SHEETINDEX SP0.1 GENERALNOTES, SHEET INDE(AND SITE MAP A1.0 FOR REFERENCE ONLY PROPOSED SITE PLAN Al FOR REFERENCE ONLY AREA OF WORK SITE PLAN& PATH OF TRAVEL 02 FOR REFERENCE ONLY DEMOLITION PLAN EXISTING POOIJSPA SP1.1 PROPOSED POOL SITE PLANS SP1.2 SITE PIPING PLAN SP2.1 WEST POOL SYSTEM LAYOUT PLAN SP2.2 WEST POOL SYSTEM PIPING PLAN SP2.3 WEST POOL SYSTEM SCHEMATIC SP2.4 WEST POOL STRUCTURALSECTIONS SP3.1 SPA POOL SYSTEM LAYOUT PLAN SP3.2 SPA POOL SYSTEM PIPING PLAN 3 SPA POOL SCHEMATIC SP3.4 SPA STRUCTURAL SECTIONS SP4.1 EAST POOL SYSTEM LAYOUT PLAN SP4.2 EAST POOL SYSTEM PIPING PLAN SP4.3 EAST POOLSYSTEM SCHEMATIC SP4.4 EAST POOL STRUCTURAL SECTIONS SP5.1 MECHANICAL ROOM NOTES. SCHEDULES SP6.1 MECHANICAL DETAILS SP6.2 MECHANICAL DETAILS SEES MECHANICAL DETAILS SP.1 POOL DETAILS SP.2 POOL DETAILS E2.1 POOL EQUIPMENT BUILDING PLAN -ELECTRICAL SINGLE LINE DIAGRAM BPOL2024-0062 - 49499 EISENHOWER DRI EAST AND WEST PUBLIC POOLS, SPA, WI GAS (2) AND ELECTRICAL (7) OUTLETS [FERRELL ENGINEERING]. EQUIPMENT EQUIPMENT ENCLOSURE AND BLOCK WALLS PER SEPARATE BUILDING PERMI APPROVED PLANS REQUIRED TO BE ONSITE FOR ALL INSPECTIONS. 2022 CALIFORNIA BUILDING CODES. PROJECT LOCATION Q se.,e. . NORTH PLAN Engineering Group, Inc. - mryGrm�L3�e cI �cma. carnal 626�35- wxw.palrell.mm ao� QUINTA RESORT & CLUB 49499 Eisenhower Drive L. Quint., CA 92253 ADULT POOL RENOVATION GENERAL NOTES, SHEET INDEX AND SITE MAP SP0.1 Pam IA 1DJLLWSM22-04.L TAL-V 3 4/25/2024 LEGEND FOR REFERENCE ONLY=�*—�AeATM-r—1 PROPERTY LINE 103.06' 0?� �'cNve enrB 84272, "ENIDA FERNANDO 77 — 9 7S A 'Ae VI E y:.3 ya z a I I E e,c ON 173.29 AI y„nv,s 10 asoT �.2 '�C. Y < 'v Bnuxoom .'� E�' I I , BIna.»m, BB9 RI uw© ' a y 1 Q T, w �■ w w I�II�II�'I 01 wTB B� _W ICI I►,I Ir�l Ir�l NI " 1 �II �� 1 s 0.- L.I 6:1 L.I LI LI Iwl IuI �, o AE 225.01 awwB a .� 1 w w Rol �� w w w w MY LJ Ir,�l Iril Ir,l IN Ir,�l Ir�l Ir1I - ®• APN 658190011 "I I"I I`�I I"I I'm' I"I I��I I►.I ., L"ti �' s �oom yw n ww' �iw ww � � ov s ID 7 H O U T T N E C^�.o 'fi APN R92t2 'LL w row: v 2 A w w aTMa:: 111 658340066 B H L I..I Ir�I Ire E, » w w aam B.. E I��I Ir`�I rmaa w 0 ♦ 1 p xmxm.». I�� I t♦ '. o;° ea d T �a,oma 3263050 Z it .<N<. �^ ^1�� ♦fir-�, RESORT ENTRANCE ' A � � � � � RCAN'S .�....... � I_ 5 f IX + � _ T 23711 ------------- • i _'I�� — i7 `t P1 Pt 326 B9C5 N f SI'nn•xo ,n P1 P, Qis Be -4, w 107 :: .. 99 A t I aa, aa, a. F Ba o . «n „D,oi.= B rz68T D, N G D' SEE CONSTRUCTION AREA PLAN SHEET A1.1 ' 4� O4 1 RJOW y k�u 1 I�J aaTapll I -� 361.87' x`r�O1Dw 498.69' \ p2 zBa , ♦ 1� I PROPERTY LINE L O, LJJ 3PW T. l-*'QUNTAIN-DUNES.- S o s: VILLAGELAQ INTA B fit CLUB HOUSE A of an�'z 31 D 326 3050 ❑ La Quints Resort 8 Club 49499 EisenMwar Crive La Quirb, CA 92253 uuu •'� To Mountan Dunes Galf B I AdaR Pool Renovation Course end MDeurgeq Q 3potB&G ame Room 1 L 1 E Ta GOLF COORSF VISTA41 .ON TACALLS MAZATLAN T, ❑ OVEFALL-8-PI-AN FOR REFERENCE ONLY NORTH T A1.0 OVERALL SITE PLAN - FOR REFERENCE ISSUE FOR PLAN CHECK RE-SUBMITTAL-V 3 42512a24 1 — LEGEND FOR REFEERENCE ONLY I z �R ��.°N�f A - -- -----} -i --�i - - --- © i -- - % H O I 1-1 47 O � T. Y N P 111-1-1T°R1 IN� OMS/POOL i �_ BAR/KITCHEN/RETAIL r_ 1 - RESTRO � I � UNDER SEPARATE PERMIT �yI EQUIPMENT ARE UNDER SEPARATE PERMIT — ua a urvexneeowsnxes care Pzov oeo wr r°uclwremvnef -a"- de I FOR POOL MECHANICAL u� J L � � ^ ROOM TSEE SHEET SP" �re T • - I W'i �1T� _ � W S El L1 El El J " I 14' T � � mom° I �� I�I I_� � � k �� -• _ � eea eeo5 �T m SPAS WEST POOL Sox re � o EAST POOL k o — i ❑ u ALCULATIONS PLUMBING CALCULATIONS N,w - M [ f la'Ci' -II-v n1 rllh w11 b I<<w lil t r 1. III J1_ -�L� I T, ' I ��I nl ( Inl (T I. za z ss uraN"x�v � _Y yy, _ x4u reed El Le'Quinb Resort & Club 49-499 Eisenhower Drive R R t 4 � re1.,oxcxere wnf2wnr ,F reuamRfmNx� �— e free ef,x - � m La Ou n. CA 92 53 Atluli Pool Renovalfon fl Azw.r� f_ o c�.Af�-I ❑ avEPnlLAouLT Pool PLnN nrvo PATH OF T—EL / - A1.1 1 OVERALL ADULT POOL PLAN AND PATH OF TRAVEL LEA ISSUE FOR PLAN CHECK RE—SUBMITTAL—V, 3 4I2512924 EX. RESIDENTIAL UNITS \ \II III II ll� LJ` —BDLVIALK� UNITS BEGI (EAST) BDEWALK�� t w I NFENICEF1 FOR REFERENO\C YCSWIIALUNITB III \\\\,I L 5 BEGIN RH) E GOEWAUC � w EMOLITION NOTES UNIT QTY 1 PROTECT IN PLACE AS NOTED - - 2 SANCUT AND DISPOSE OF EXISTING CONCRETE UM 64 3 RMOVE AND DISPOSE OF EXISTING CONCRETE FLATWORK AND SIDENALK ST 9,N5 4 "1 " DISPOSED OF EXISTING PAVERS S, ]4] 5 REMOVAL AND RESTORATION OF EXISTING POOL AM ALL ASSOCIATED EQUIPMENT INCLUDING SAFETY RAILS, PLUMBING, AND ELECTRICAL. BEEN TO POOL PLANS FOR DETAILED OEADLITION ITEMS AN) LIMITS. US 1 fi REMOVAL AND RESIGNATION OF EXISTING SPA AND ALL ASSOCIATED EQUIPMENT INCLUDING SAFETY RAILS, PLUMBING. ELECTRICAL, AD HANDICAP ACCESS EQUIPMENT. REEEN TO PGI_ SPA PLANS FOR DETAILED DEMCLITION ITEMS MID LIMITS. US I ] REMOVE— DISPOSE OF Exi ST Ub BLOCx WALL tF 113 B RMOVE MD DISPOSE OF EXISTING FENCE MID GATE V 12] 9 R HOVE AND DISPOSE GF EXISTING TURF/LMIDSCMINB/V TATI01 4 B,Iro 10 REMOVE AND DISPOSE OF EXISTING WOCOEN TRELLIS EA 4 11 REMOVE AND DISPOSE OF EXISTING DRAINAGE INLET EA 22 12 REMOVE AND DISPOSE OF EXISTING DRAIN LINE EA 4I1 13 DEYOLITIW OF EXISTING BUILDING TO BE LOGDIMAIED BY GINNER WITH CONfRAGTGR, INCLUDING ALL ROOFTOP EQUIPMENT. ELECTRICAL CONDUIT ON BUILDING NI SPEAIER SYSTEMS, ANTENNAS, AND AIR CGDITlG4t UNITS (IF APPLICAl Ls 1 14 REMOVE AND DISPOSE OF EXISTING PLAGSTONE G 2,w 15 REMOVE EXISTING ICE MACHINE AND ASSOCIATED ENCLOSURE. DELIVER ICE MACHINE UWAMAC{D TO U OUINTA RESORT FOR OF-U6E FA 1 1N REMOVE AND DISPOSE OF EXISTING TREES MID UP -LIGHTING (IF —CABLE) FA 9 17REMDW EX. BAR AND MBI AND DELIVER UNDAMAGED TO LO RE-9 1. Wy FA 1 10 REMOVE AND DISPOSE OF EXISTING POOL PIPING AND ELECTRICAL CWDUIIS ALONG SIDE OF N_GG( WALL AND FOOTING. US 1 19 REMOVE AND DIBPDE OF EXISTING CHEMICAL CONTAINERS. EA 2 29 REMOVE AND DISPOSE OF EXIST UD POOL IIATER HEATER. EA 2 21 REMOVE AND DISPOSE OF EXISTING POCL FILTERS AND ASSOCIATED PIPING. LS I ?? REMOVE AND DISPOSE GEEXISTING ROOF PUNPS. EA 2 21 REMOVE AND DISROBE OF EXISTING wOGDN GATE. EA I 2N REMOVE AND DISPOSE OF EQUIPMENT CONDRETE PADS. G U. 15 REMOVE AND DISROBE OF EXISTING ELECTRICAL CLUSTER PANEL. EA 1 ?6 REMOVE AND DISPOSE OF EXISTING GRAVEL. G J33 D REMOVE AND DISROBE OF EXISTING POOL EQUIPMENT VALVES. L5 T LEGEND ® RMNE EXISTING CC4DElE L® RMA'E EXISTING flP&SfIXE RDw£ IXIsfING UNO'.,CAPE ® RNAD EXISTING PAVER RMME EXISTING GUVm SAWOR gDHING C.S. L 11 I_L I_I_ SEE POOL EQUIPMENT DEMOLITION DETAIL L LL LL LPL L - L rvEREON L LL LL LL L L \\\ \ R4 sp VALJJu� 12 r Yw L LL LL �10 LL L L _��y� l TREE'S FI� l .6 L LL LL 0 EN ,ELTL_ L L m F1HCE 1 1 SIDEWAUC N IB s LL L 0 M I FENCE a Q\ r 1/-❑ LL L LL STORM URMNIJ \ ,�,� 24 "1 ELEC LL VAULT �. s r ..0 ,,, - - .� �.�..� - �s ... -•- SUNK INx IL 8 UNITS BEEN - REFUGE 1 -.• t '9M1Y- �•2 •3 Co-_ E— _ A— 0 Ali _ ` S (WEST) SIDEWALK �TDIA-----EGBM uxrc o 'e6. '. EX. RESIDENTIAL UNITS I 2 EX. DRY URUTEs 1 1/ a —F EE — =FE= Bx = _ _ 1-E _= E_ : _ ^/ �}% Ml I` PVT 3 — 24 /— L 2 u' : L v� L \\ \ EX. RESIDENTIAL Uhl —1 E% RES DENIIAL UNNB + I` L I R � yYyxt y= \\\ THE LOCATIONS 01 EASTINO UNDERGROUND UILLI ES ARE SHOWN IN POOL EQUIPMENT DEMOLITION DETAIL \ AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE 10 10 20 30 THE EXACT LOCATION OF ALL EDOSRNG UTUIIES BEFORE COMMENCING SGOLE 1'rt' WORK. THE CONTRACTOR AGREES TO SE FULLY RESPONSIBLE FOR \ AILURE TO MGn:"oCATE AND PR SERVEEMOCCURRED L Unl,rE R AGENCY SUBMITTAL-12121/2023 MrmlDn U_A 1 THE (E OF BEARINGS: x eW Gn aF u A CITY OF LA MAMA COUNTY OF RIMTNBNE, 8TATE OF CNFORNB SHEET Itwm) xO e�rsn MM A THE o]UNW .' Cw ARENIPI NTRN NI. s K I�NMNUT � M BEING Iz rtx IQ, ssr a.Nr LA PRE[ RESORT - ADULT POOL 02 v ol"aiN�vm"`vRmns WMR XEN solo 1N TRW IN namllm Iwcs-2 ns Ram IN maK 14e. PA9Es WPo wx Demon cRXMG o.rE PRECISE GRADING PLAN NNv 211 . OF MAP IN HE ONTILE OF THE 11 G i i N A T 1 0 N A L COUNn PEDIRER CF RIIfRSIIE GINTY. meGc t� Geraa Fortl Dnw s MiW OF�_sHEETS Ns cA NAs 16m As THE lusts rc SPRINGS FOR DEMOLR•ION PLAN DWG NA 1S wP. ; m v: neois4a]4NI MIUXERINRLc°m TOLL FREE 1E11FHONE 811 %° srcT w eN / Rv NL 1/4 of sr I/4 a FILE N0. 0—R TON F OF CAtrF� p 19522x TIE —URN Ch' i 55 R E V I SNI 0 N S x1NNv12/21/ 0 x CITY PROJECT Na R.SE 4 42.93 CON Y CONIC Y oo > x42.9 D00 3,W T LE ee;' r- SP5.3 42 8 a 42.97 4 .98 x 42.01 43.02 a RESTR MS x. 43.01 43.34 FF 42.6 DIR U) .1 52.65 BOH TILE O > S DOOR DOOR x a STRUCTURE 5 W 2.9'W DOOR e� 42.82 TG TURF 42.91 , 42 3 ( x 43. PI ST 3.1 42.89 4 . )NC 4 P7e vaopruTe" Y PAVERS I + 4 .2 TIN SP5.2r G42.82�A GR W >¢ 51.68 BOH U w CONIC Y u CONIC a A'EDPGGL.IGNAGEAS 3.01 42.84 I ` o 2.79 42.79'� O > O w O > .RIM PER DETAIL* L 3x r -EDAR�, O1CPTE5 a 42.57 TG ? 42.56 TG 41.2E 3.03 E aIM RROF F 42.67 42.63 TG x 42.67 - s o.GLEAR 1 ;ono rEOER AROUND x M d°f° REG, POOL(REOUIREG P o E) 42.62 T x 42.69 M�.E.UIRE POOL(REQUIRED PER ooE UKN3.03 OOL IE. .FERATEeM42. wA.PTOTHET CODE x 4 42.74 i -;42.71 14 6 A c^ r--- FFm= WATER Zzl 43. _ 42.' E ----------------- I II I I Ai , ti.i i I I I I I I I I I 42.56 I I I P. t I P°d L---J C 41 81 4 I I 42.83 i i I I I I 05, TG + 42.60 42. x x 42.61 TG 2.59 TG 61 TG 3.0 x42.92 I r 35 TW 2.66 4 67 42.70 GRASS CONIC 42.71 x 42.73 i Y X Y) JT p > ILL xa CONIC0 w OEr x 42. a x x Y W O > 43.04 x 43.01 ATE 1 a 43.20 x 43.10 oI of oI a 1 11,A ki- - - --- -------- --- - L j42.6y 42.65 42. / 2.6 TG 42 f/llll�«v�.. x ��ss��11 42.9 GRASS F EQU L SBt13TITVTIONS MUST E SUBMITTED �LND APPROVED x 42• T iE BUI DING OFFICIAL FIR IOR TO INSTALLATION AE THE ITEM CONIC�b/ KV CONIC U w a 2.88 42.9 West Pool Data: (Y d WATER SURPACEAREA(SP). 1,500 GRASS PERIMETER LENGTH(LF) o DFPTR (ow. a.ss 43.01 42.99 42.9 PGGLV MFIGALLINE) �, fi M1r. TURNOVER (.P.). Ico On x x x X9x - Spa Pool Data: • r FA(sF).168 W DEEPTH (OFT). 3.5 MF (GALLDNGI: Z`r.VTLIRNOVFR(GPM) �1 3.20 East Pool Datat: x 42.96 (GF) 111 PERIMETER LENGTH(LF). iso CO DEPTH (FT)'. 3.5 42.9 POOL VOLUME(GALLONS): 2 ON uv(i° 4 27 4: fih,TURNOVER(GPM) a /4- I° 'ISSUE FOR PLP I CITY OF LAQUINTA I BUILDING DIVISION REVIEWED FOR CODE H G U 5 T G N I T U N E R -h et- n ror esign sep�ma aiva. 3F ]fi -ry Grove9 ten° R'Inc. a Ms4afimzasnw fizfi 3 .91741.com a 3 Lj LA QUINTA RESORT & CLUB 49499 Eisenhower Drive La Quint., CA 92253 ADULT POOL RENOVATION LSP1.1 Ropi.12a41pwgs N CHECK- 08-11-2023 r M2.8 W9 42.6 DIR Y LU x 42.82 TG )NC 4u.4a u x GA IE CONC WAL WI FNC 42.90 42.64 42.6 42.59 50.99 BOH 42.63 x 42.6 UKN GATE A)7n Tr'® 42.6 42.5 GRASS PI C GRASS9; + 41.62 UK x42• 43.04 4 .25 + - 42.88 CONC WA ..43.271 GRASS 42.94 TG 42.8 87F�CK DOOR 4 ki vv � Y + D00 43.29 F ;ON LU CONC U Lu W a x42.9 T LE 3 W 42.01 -`- 42. 8 Df a 42.97 4 .98 43.02 a xRL 43.01 43.34 FF °I 52.65 BOH TILE S DOOR WEST POOL PIPINGSoHEGGLE DOOR STRUCTURE •5' TURF 42.91 e•tl19.-RECIRC.IMR FROM MG 42.83 ■ ■ 12 3.01 42.84 '% 42.8: _ o 2.79 42.79°� 0 a o > 42. SPA POOL PIPINGWHEooLE 42.63 TG a 42.57''•G 0 a 42.56 TG 3.03 42 7'° "`oIRc. RTNTO TR I aHEErSP5I PIPING E2- N �oN.o 42.67 • 2.67 CONC N% 2�-42 * 42.69 �� 41.48 N a•°v. aooaTER IMH PRor. Mo I! 2.71 42.69 4 .6 ' 3 03 P 42.7 2.7 42.74 i aHRGGnT GATGN �jl x PoR°GMINU*N 9 3 R P�PINGSEE III 42.73 oPPPNGeaa ,. EETSP2. SHEET SP4. --- , - 42.59 TG 42.63 r ° �-- / 2 8 + + I .._ a . . KrIC PI"l lEE s„R SPS. I I +' + i Pt I I Pool® ® -J I 8 q ruoie 6 x 05,TG TG 42.80 BR 1 i 42.74 x Y x>1 0 42.73 ❑ 42.65 2. 7 42.61 TG 2.59 TG 42.6 TG 42.59 TG --- 3.0 x42.92 , I + 43.0 35 TW 2.66 4267 `_42.70 x GRASS GRASS CONC ' }2.73 x 42.70 42.81 �42.9 ' Y X U) CONC 41.67 UKN JT 0 j CONC U w U) CONC Y W U W Al�x 3.23 42. 0 � a Y � W a a 2.88 4 .97 x43O ' x x O? �a r_onec I'ISSUE FOR PLP I CITY OF LA QUINTA I BUILDING DIVISION REVIEWED FOR H G U 5 T G N I T V H E R El Intrnor design Sep° ma awe. 36 Engineering Group, Inc. ]5 G WGra'etare 31oaozasr�ai fi2fi 3 .p1741 com a a Lj LA QUINTA RESORT & CLUB 49499 Eisenhower Driv La QGinta CA 92253 ADULT POOL RENOVATION ❑ SITE PIPING PLAN SP1.2 PacM1 i:� PRo.fywsM22a4pwge N CHECK- 08-11-2023 sol-o-1 Ns CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE i r 7 COMPLIANCE on - _0-24 -DC DM No DMMD LN19 i-,tljW IN19 id m - - - - - .................................................................................................. - ---- - -- - ---- - -- - - -- - ---- - -- I H 0 U S T 0 N I Go y N C T--------- — — — - - - - - - - - - - - - - - - - - - WI----------- - - - - - - - - - - - - - - - - - - - - - rwl - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - -- t- DWND DIAND III III III III 630 _ ni, �-Llllll. 329 A- of of GO. _�R DWjDWND POOL CONSULTANT Patrell i Engineering Group, Inc. sum G.- Glord-C-741 us I 14, IW-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W. ..... ............. 7-0 .. . ...................................................... 7 .......... LT .-Lj ..................................................................... U. 1216FT81N No Lj LA QUINTA RESORT & CLUB 49499 Eisenhower Drive L. Quint., CA 92253 Pool Legend: ADULT POOL RENOVATION W ell ND ND ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED RR MNDUL �L IN"-' UGHT ell BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM El WEST POOL SYSTEM N D.N SUUIDN LAYOUT PLAN M SURFACESMMER M AF = -e- -- AL GO GUTTEROUTLU 011 UDMR LOR UDMR US UNDE—BER SP2.1 WEST POOL LAYOUT P L.::�—22-a I ISSUE FOR PLAN CHECK- 08-11-2023 Pool Legend: ND xoo NRRREA Mxc - off ui o rH ut uxDERwRiER ucxr ' } ipinsw SEE to EEE ND NRU DIux EliSHEET SPI 2 —ON WI = WRLLINLEf E 0 0 SS SURFACE SNNNER Ewa EYuo E S 8 8 mi E sH M HVDROIHE�RPPYJETS A P 1 I aRime N�HIT. 1 f . DS J—PAR CITY OF LA QUINTA III PEANa. I I BUILDING DIVISION Pea.�scE REVIEWED FOR COCODE MPLIANCE onn 05Nti12026 e ^.� � —.�. .�—.�.—.—.�.—.—. �t."^•.�.—.—.—.—.—.�.+e•.�.—. .ems— —•�� r n s�avEs ------------- _ _ _ ,-----r— Qr_ la_I±gB_Pr M1N_________________________ _____ _ _ _________ _ _ _ _ __________________________________i__u IIh GIIII IIh GII I . PER 1IIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII uu IIIIIIIIIIIIIIIIIIIIIII ^^w IIIII IIII WEST POOL EQUIPMENT LIST 1 1 P5 P6. 1OCIRC PUMP'PENTAIR INTELLIFL012 VS PART#EC m108]2HP TEFL 12. A TEST KIT MEASURING THE DISINFECTANT RESIDUAL. PH. AND, IF USED, CVANURIC ACID CONCENTRATION SHALL BE PROVIDED BY THE POOL CONTRACTOR THE CHLORINE OR BROMINE TEST KIT SHALL BE POOL Tile vw eo a I WMe.i•nm v.mMm.lm (Aver �InceHxl vamnak0 vw.ma weal T�ce.coyalln.� w�nm�wm)I �Izsn/a. �z/semq Iz/In'>xNfxU6acel�amm.) m ..To,240J. iPH 11.SAMPS, 116GPM@50'TDH®3450RPM, 2" UCTKIN/2"DISCHARGE,(55LBS.), ONFO)TOTAL 1 3 OFILTER'. TRITON II FIBERGLASS SAND FILTER MOD-TR ta0G 7.089 P5 PB DIETHYL-P-PHENVLENEDRMINE(OPD) TYPE OR OTHERWISE CAPABLE OF TESTING FREE HALOGEN RESIDUAL. CHLORINE TEST KITS SHALL BE CAPABLE TESTING FOR FREE CHLORINE AND TOTAL CHLORINE. SUCH THAT COMBINED CHLORINE CONCENTRATIONS CAN BE DETERMINED. OF 6x 6e.xp4 •,Trese x INx.r.o /oa6.v1/1 of ^o.s •xa �ealxs x hnx AreaID I N Lem Iow�l Iwala-4x yodzo nl In.rr. zz..... nxerm '< Xeaynew FILTER AREA650Ibe OFSANDREQUIRED, 3S'Eis.TANKWITH2"S r.mA OH Pump lex/rea RBer Ory Rilt.f /xe eaur0 N..t.f eamen lceslml -Im Bow l#oml ;oou SUCTION D• AD DE SM MULTIPORT VALVE PART# 154589, 2" 13. SEE MECHANICAL PLANS FOR IXHAUST AND DSO. I lmml SUCTION/2"DISCHARGE WITH MEDIA). ONE TOTAL s ellixo izv zt6 x fi.za z rxzmc r laP z ..m.. 'zw#PP# ,(C50Ibe. P5 P6.1 OHEATER: PENTAIR POWERMA% HEATER MODE. 10. 1,000000 BTU ' INPUT, t-1G-GAS CONNz WATER CONNECTIONS, 120V 1PH 30 AMPS, POWER INTEGRAL CONTROLS, S.S. BURNERS, A.S.ME. LABEL, RELIEF VALVE, FLOW SWITCH, RELAYS, AND ALL SAFETY DEVICE ELECTRICAL NOTES: PACKAGES PER CODE.(685LSE.). ONE TOTAL 1 2 P5 P6 QOGPD@IIRODPSIWIHFRPE FEED SYSTEMSHELFBRACKEEED PUMP. TS.i120V45PH1 MPS00 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. AND ALL LOCAL CODES AND ORDINANCES AND A ELECTRICALNMLIKENSEDELECTRICALCONTRACTORSHALLPERFORMTHIS CITY OF LAQUINTA HARD PIPE To POINT OFF JJEACTIO cA9aeov. ory (.)TOTAL. CONTAINMENT BASINWITHGRATESEISMIGALLVRESTRMNED. 2. THE SITE ELECTRICAL CONTRACTOR SHALL PROVIDE PRIMARY POWER TO PANELS AND BREAKERS IN THE MECHANICAL EQUIPMENT LOCATION. BUILDING DIVISION REVIEWED FOR (211LB1). ONE (1) TOTAL ACID FEED SYSTEMS FEED PUMP. STFNNER 45MHP10 D.5-1D.o GPD PS P6]O 100PSI WITHFNJ SHELF BRACKETS. HARD PIPE SURGE TANK PER - POOL PER PION CODE COMPLIANCE oA 05I0R2024a�C (I TJA..CAMPS, POINT OF INJECTION. (BLBS.).ONE (1) TDTAL pILDRINE SP7.3 CONTAINER'. IS GALLON CARBOY ON SECONDARYCONTAINMENT BASIN W1TH GRATE. SEISMICALLY RESTRAINED. (2-13S.). ONE (1) TOTAL I I UTOFILLPER1 I GI-01 oB PER R WALL PER PER WATER OCHEMISTRY CONTROLwATE CHEMISTRY LLER WITH PH ORP, ANDXTEMPEPRATURE TED INLED LIGHTED FLOWCELL WITH INTEGRAL SAFETY FLOWSYMTCH, 42DPA OUTPUT BOARD WITH POWER LOOP I ROOM I CONNECTIONTO I NTEft I H O U S T O N / T Y N E R SUPPLIMECH 12o,lESFORGENSORINPUTG MOUNTEDON A PVC BACKPIATE. 120.•1PM1 12amps. ONE(.) TOTAL 1 2 OCHILLER.(IXISTINGTOBEREUSED)GLACIER POOL COOLER MODEL OMINAL FLOW, 2"WATER CONNECTIONS, 120V. - iPH SEPARATE 25 AMP BREAKER REQUIRED, (1250LBS.OPERATING WEIGHT). ONE TOTAL FNI8H FLOOR ,.� EIEVAT ON/ .::- WATER..RFACE ELEV PER PLAN (SYSTEM OFF) _ EOU PPED DOMEeTIC EQUUIP - <FILLAyATERSOURCE - POOL FIN ISH _-_________FLOOR MECHANICAL ROOM EQUIPMENT LIST PER OAUTO FILL SYSTEM.'OLA-VAL HVTROL" MODEL 12-lAKK-2 W1TH PI. PI CFICiKK STAINLESS STEEL FLOAT IN STILLING WELL IVUO (2)TOTALELEV.Intrnor (WIEST POOL AND EAST POOL), "MP INDUSTRIES, INC." MODEL 1953J PER -) .:'.. Design WATER LEVEL CONTROLLER. ONE (.)TOTAL (SPA POOL) 1 1 2Ot EYEWASH/SHOWER'HAWS MODEL N-D PORTABLE EYEWASH. ONE `v, PLAN (OSN'TEM 6" ✓ 1-e" 1 5 22 WM FLOETER- S MODEL-SERIESTOSEESHOWNON P5 P6.1 F - r'_ ELEV 630 MECHROOMPFLOWJIIANNSFSOCERTIFIEDTO51PSIGNP Ill EAPOOL P5 F6. 23 ELECTRICAL'. PROVIDE ALL ELECTRICAL WIRING CONDUIT, CUFUET1 LAN i �• '°•'6"� •�• - r N 8epu veda Slvd. STARTEPoQISCONNECT INTERCONNECTS) ETC. AS REQUIRED FOR PROPEREQU IPMENT INSTALLATION PER MANUFACTURERS * w PIPE Ca form 90505 RECOMMENDATIONS AND SHOP DRAWINGS. COORDINATE ALL WORK WITH OTDES HER TRAAS REQUIRED REFER TO ELEC. PLANS FOR �. 5 TOOTIHERS 32G-305 lEL3 O ALL ADDITIONALINFO. (PANELS, BREAKERS, TRANSFORMERS, AND �.��e•- -f6"- -J6"J "LL'TITY3 36BI805 PGMF ERR) ORODFPIBY SUPPORT 6 ® P6. 2OS WALL SUPPORT.SMALL PIPE e2O8 WALL SUPPORT'. SINGLE PIPE I ♦~. .�e�. I I .��_ .-. .- .�.� _ .�►.�. E_Nl �.�►.�.�. 2TWALL SUPPORT. DOUBLE PIPE ee i Legend: Pool Legend: 28 BODF PIPE SUPPORTS CUSTOM BRIDGING BEAM 29 HPZARDOUS INFORMATION SIGNAGE. I I i I I - BF/ = RA BUTTERFLIY VALVE � _ NOONIMARKER HR H4NORBL MECHANICAL EQUIPMENT NOTES: 1 cv = UL CHFCKVAL MD MNN OWNER ucHT 1. VC(POLYVINYLCHLORIDE) PIPE IN THE MECHANICAL EQUIPMENT ROOMSPACE SHALL BESCH 80 PVCWITH SOLVENT WELD FITTINGS UNLESS OTHERWISE SUPPLIED BY THE SPECIFIED MANUFACTURER'S OF PVC MATERIALS Q I m �_ I a FM = FD = 11 Rsu ory FLOWMETERE 5@ µt Vl4LINRS S6 = 81RFAOERNM1T1ER FLOOR DRAIN EO = EO.NLQER L PIPETUBE AND FITTINGS SHALL COMPLY WITH THE APPLICABLE STANDARDS FOR POTABLE WATER SYSTEM MATERIALS SET FORTH IN CHAPTER 6 OF THE CALIFORNIA PLUMBING CODE. 2. FILTERS, CHEMICAL FEEDERS, SKIMMERS ANDGUPPLEMENTAL EQUIPMENT SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS m I I HB = PGNG _ HOSE BIBS AF AmOFILL snI J# = HYDROTHERAPY AL A01 UFT PRESSURE (VACUUM = GAU OJ GUTTER DER US UNDERYATERSP 11 POOLCONSULTANT �Patrell ABLISHED BY THE NSFIANSI 56]OID PERFORMANCE STANDARD EFFECTIVE T 1 Engineering Group, Inc. AUGUS1`2010. • ]51 Sunrry Grove L9re GNn Ca et C41 3. SAL YSTEM EFBVATION EQUIPMENT SHALL BINGLINESBEMICH LABELED THE PLUMBING L IN SAS SHALL LABELED i 2 6263Glord vnm.pelrell.com S. DESCRIPTIONS. CLEARLY WITH THE SOURCE OR DESTINATION DESCRIPTIONS. -PLACE 4. EACH FCONCRETE THE HOUSEKEEPING PUMPS , FILTERS P ETC. SHALL DMOUNTEDOUT MECHANICAL THE CONCRETE RGOwSEEPING TAIL AS CALLED OUT ON THE MECHANICAL EQUIPMENT ROOMISPACE DETAILS. 5. ALLFILTERE, VALVES, PUMPS ,STRAINERS, AND EQUIPMENT SHALL BE READILY I •I I d•�'-'-'S`�I�'-�`�- .#�. M® �•► •yyfa• BV -' - .�'�`P'�-�9•►� TTTTTTTTTT BV I POINFOF li f ML ACCESSIBLE FOR REPAIR AND REPLACEMENT. I r8'►-8"►-- • CONNECTION --------- ---- ----- ----------------------f--- Ir"""-- --- 3 - • - 1 a 6. ALL FITTINGS AND EQUIPMENT CONSTRUCTED OF CAST IRON STEEL OR OTHER CORROSION PRONE MATERIALS SHALL BE EP Y COATED ON ALL WETTED suRFAcBs w 1 = ♦ i �ev ft jiP� IIOM1emle�f I PPBII vod Yam® oa-11-z6z3 ALA QUANTA RESORTBCLUB PIPELINES SHALL BE SUPPORTED FROM WALLS, FLOOR AND OR CEILING WHERE SHOWN ON THE MECHANICAL EQUIPMENT POOLISPACE DETAILS. 8. MINOR REALIGNMENTS IN PIPE Rurvs TDAVDID IXIsnrvc STRUCTURES AND UTILITIES ARE IXPECTED AND SHALL BE INCLUDED IN THE PODLISPA I DIAMET�Ex 9 of R w ••©ro •: - I e - o Hn R eetl I eee oY ©i e� 49499 Eisenhower DT VB La Quint., CA 92253 CONTRACTORS SCOPE OF WORK. FLoolxs sHAU BE SLOPEDA MINIMUM OF IA' PER FDOT TOA TRAIN. B9 PERMANENTLYINSTALLEDPIPELINEFROM A PUBLIC WATER SUPPLY SYSTEM PPUED LmTH POTABLE WATER BV MEArvs oFA HOLDING A PERMIT FROM THE LOCAL DEPARTMENT OF PUBLIC HEALTH OR FROM D I Pu#1PM R i f F i MECH �e, pum.at cc FN�SH ~' T P ^'^'° •' LY PPP( eV� Pne®loom• II HBO xII® O eecxwae M1 ••"^ Ceanou[ v MECHft ADULT POOL RENOVATION A scuacE APPROVED BY THE EN FORCING A..T THERE SHAD BE NO DIRECT CONNECTION BETWEEN ANY POTABLE WATER SUPPLY SYSTEM AND THE POOL hFLooR -. -' "" '-' '_" '. ';, -_; ____ ooph IN F--- FL � Y El WEST POOL SYSTEM ONITSPIPINC SYSTEM UNLESS PROTECTEDBYABACKFLOWPREVENTION DEVICEANDCODE REQUIRED AIR GAP IN ACCORDANCE WITH THE LOCALLY ADOPTEDPLUMBINGCODE.BACKFLOINPREVENTIONDEVICEANDAIRGAP i L F --- / POIM OF CONN O /�/�_ t - TO SITESANTARYSewER SCHEMATIC LOCATED BY OTHERS A HOSE BIBS SHALL BE PROVIDED IN THE EQUIPMENT AREA WITH APPROPRIATE NDN-REMOVABLE HOSE BIBB VACUUM BREAKER BY PLUMBER. I L-----------------W GRAVITY LINE ---------------t3•GRAVITY LINE ------------46• GRAVITY LINE •--------------� ADO WALL TO BEPARATE CHEMICALS 11. ALL DISCHARGE WASTE WATER (I.E. BACKWASH SHALL DRAIN TO A PUBLIC GANITARY SEWER SYSTEM. POOL MUST CONNECT TO A SEWER DR WASTEWATER DISPOSAL SYSTEM THROUGH AN AIR GAP. POOLS MAY DRAIN BDVIDEDTHATTHE WATER WILLNOT LEAVE THE POOL OWNERS PROPERTY AND SURFACE WATERS WILL NOT BE SP2.3 WEST POOL SCHEMATIC ' 1 I., IAA PRCAL s 22-04a ISSUE FOR PLAN CHECK- 08-11-2023 PER PLAN N I f.� o TA a I DET ILe FINISH DECK I wAFEaseRFE E EY.PERr An - ;,r:•; I FINISH DECK I I <.. YVE[l PERP AN CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR I a 4. SPoLOOL FLR FEE,,. I I R PoFLooR CODE COMPLIANCE FIN"' FLOOR - FINISH FLOOR - - EEY.FERFA" WEST POOL STRUCTURAL SECTION `a ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED H o U S T O N I Y N E R BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM L EDGE POOL EDGE 1 El u I DETAILe I i Intrnor Design FINISH DECK I WATER SURFACE ELEV FERFC _______ _________ _________ __________ I I I I I I FINISH DECK I ------------------------------------------- WATER SURFACE ELEV. FER FLAN I l c I I � cl I c SepuDlveda Blvd. To ante I I I I I� I Californu solos reL 3ID I I FINISH FLOOR ELEV. PER PLAN ____________________________________________ $ ----------1----- I I I — I DnISHRLooft ELEV. PER PLAN r $ - - - 326-3050 32F A 326-AeCs WEST POOL STRUCTURAL SECTION 'rz` a z STRUCTURAL NOTES: 1. DEINFORGI SHALL E7 BARRTM AEIS GRADE 80, LAPS SHALL BE T4 BAR 3. ALL CONCRETE SHALL COMPRESENE TRENOT 3OW AT28 DAYS YSMIN. 3. ALLSHOTCRET SHALL BE3.000 P.S.I. MIN. COMPRESSIVE STRENGTH AT 28 DAYSGTH 2'.0" POOL- WIDTH VARIES PER PLAN STRUCTURAL NOTES. 8" 2'.D" POOL -WIDTH 1. ASTM AE15, GRADE 80, LAPS SHALL HAL 2 ALL CONCRE"NDIA LOU P.S.I. MIN. OOMPRESSNEL BE 3 AT3. ALL EHOTCRETE SHALL BE 3,000 P.S.I. MIN.—PRESSNE STRENGTH AT 28 DAYS VARIES PER PLAN EQ. EQ. TODIMENSIONS SHOWN IN FERD �D�mP_, POOLCONSULTANT 10Patrell DECK GONBY Enginee gI,,,. Inc. ]51 ELn G.1-Ane H5.gy8aoz aatlas OTB BeTE h ELE_`PER PERP_ANE v DECK I PER I DECK D AT'..-- ®+ I CONCRETE CONCRETE DECK BY OTHERSDECK hELE _. PER PUNE v DECN Al No 11 ETTI�____ 14)Mwuou el azE as .pelrell.com —' 11 LL EI )I"MRs S _ ____ __ (Z)i138ARSxSlf "OEA.HSGe�aF __ __ .— c ^ p'�R _ ABA RsLG1z•O.c. muW Ra B HOR zi oN�nL•o.c. (.).CONTINUOUSIons I'��IIIII rt OIR—.Ns 1�)rirlBA = rvuous 0e-11-2020 Lj LA QUINTA RESORT 8 CLUB f rc UTBRATIL wLr u_ I 2" NON-'L" coNTRASTI G ICI PLASTER — eAP cnLEP)N Le Ouintlaenhower CA 92253rive we!I > g,82A•o.0 rc 3"•CL'R U 8"WALL O t r _ — p0 nBAfta z 3"CL'R g,2•o.c.� 'D 8"WALL ,P O d G O` 0 I,IZA BAR EACH STE Pl ADULT POOL RENOVATION 1-1 OARs®,r SPRINCLINE O o.c - ARs rylz•o.c. ❑ WEST POOL SYSTEM FlNIsn FLooft ELEv. PER PLAry _____ vERTICAL - w __ ___ x U. m RNISHFLOCR ELEv. PER run _____________________________i VERTCAL _ FINISH IR STRUCTURAL SECTIONS vouaioiioopLLs-__________� ARSG—O.c. — i tot ARs01z•O.C. — —'-- _ -- --r — HOR20 AL— -I PROVIDE CONBTRUCTIONJOIM AT PoVRED FLODNANe SHOTCRETE WALL r II —I —11 �� —11r — —]4 SAR CIA. LAP TYP.BE No N — —I r �Np �I II T —Il 12"HOOH JOINT. sAnoausraolrvr FRloftro s"oTORETE FucEMEnr. RouOHErvro 111-PLITUDE.LAPULREI"FORCEMErv=MUM T4BAR DIAMETEfts —2'-.'TRANSITION— — I��II II I��II II_ PLATE WITH ORO cneLE ANDCLAMP I1-17 IIII�I1 1 I1T�I (TYPICAL) •NDTE: POOL MAY HAVEsnoTCRETE FLoofts AnowALLa,_H _ — —TT za BARS r�1z•o.c. EAcn PERDETAa�tTrPJ �— _ — �_ as BAfts�,z•o.c. EAcn DONSTRUDTIONJOIFROM TED wAYINFLDDRI�ENTERED) wAYINFLOORIDENERED) SP2.4 POOL EDGE DETAIL . `,:n 3 POOL EDGE DETAIL '., °a a `FRG W M22-04awpe ISSUE FOR PLAN CHECK- 08-11-2023 Pool Legend: 2'4" SEAT 2'A" SEAT (TTPICAL) 6.-0.. (TYPICAL) pA = OEP.RKER NI OOMNG xR = WWORML TER LIGHT L NOENA Mo MAIN ORNN B9 = BGOSIERSUCIION w = WNLINLEf SS = SURFAOESNMAER EO RF = -Ona MROFILL M = �ROTIEMWJEfS Al N soGU RWOOER WfI.Er us = uxGERYATER—NER '°'" CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE On 05108/2024 m �� unpMo -_ .. H O U s T O N / T Y N E R Intrnor Design / \ WI O O I I Ma M. I I I I 630 Sepulveda Blvd. I I I IEQ = I I 3AYSIOG 326-A— I I I I •''.aR'. V I I V I I I I I I 2 I _ SPS. I I I lea I O O wi — / IMPatrell M ]SESunrry G. Lane P' Inc. G 3M�doz Ca9,74, _ _ fi2fi 3 .pelrell.com o vRP 61N aa` GR„2G23 Lj LA QUINTA RESORT & CLUB 49499 Eisenhower Drive L. Quint., CA 92253 ADULT POOL RENOVATION ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED ❑ SPA POOL SYSTEM BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM LAYOUT PLAN SP3.1 SPA POOL LAYOUT PLAN ' " ` pR° 0 22-04aw3' ISSUE FOR PLAN CHECK- 08-11-2023 Pool Legend: DM DEPTH M4RNER ND O DMNO HR DMIL UL UUNNDERFIPTERLgIr N DRAN PIPo,wSPe E2as eoosrERsucnax SHEET H tM = NOILL NLEf IS W—E—ER 0 = DUNUZER < < - UiOFILL mil uHYDDROTHERINJETS CIINCEALWITHPLANTIN° f _ I��e q�RDDTEEDIRIfT usR UxDERA'TTERSPEAIa:R P1" �" CBUILDWG DIY OF LA VISION _.S -�+ I REVIEWED FOR CODE COMPLIANCE On-oel2024 m DC I -3-------------- 0 U H S T 0 N, j aEEKE TVNER E.UHI R ----- ° ®° Lc To N Intrnor Design SYSTEM ARCHITECTS PLANS SepuOlveda Blvd. 3 6'A— I:�oas s f i f POOLCONSULTANT LJ�Patrell EGIn IGG up, In. J fi2fi 3 t Sun ry Drove 741 31�aoz Casrvai .pelrell.com a Lj LA QUINTA RESORT 8 CLUB 49499 Eisenhower Drive L. Quint., CA 92253 ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM ADULT POOL RENOVATION ❑ SPA POOL SYSTEM PIPING PLAN SP3.2 SPA POOL PIPING PLAN "n' 1 `�PRo�L 1211-a ISSUE FOR PLAN CHECK- 08-11-2023 _-- �3== MD I III I I~ B I IEg � I I ITT II I IDL � I I I Mo _J a,o T. °A�� ; SPA POOL EQUIPMENT LIST @@OCIRCPUMP' PENTAIR INTELLIFLOO—ANT. FCa11 _PFTEPC 5 6.1 MOTOR,34W.1PH 11.SVMPS, 116GPMC CO'TDH®-ORPM, P' CTION/2"DISCHARGE, (55LBBJ, ONE (1)TOTAL 12. A TEST KIT MEASURING THE DISINFECTANT RESIDUAL. pH. AND, IF USED, cvaNURlcacIOCONCENTRATIONSHALLBEPROVICEO BV THE Pool WNTRACTOR. THE CHLORINE OR BROMINE TESTKITSHALLBE DIETHYL- P-PHENVLENEDIAMINE (OPD) TYPE OR OTHERWISE CAPABLE OF wlml une a verge oepn vl n e r aR=1e0ce ° mm'lln " MI oumelRl soa una Hume lgekl Tlgmwaexm) wnw. �®ml 1:u=�e-nz, e.- Inca Osai/sxlmmen cer enlwg.eM1 ma•LVsnonl IUMaaW:nl=mm.l P5. P6.1 OBOOSTER PUMP'PE NTAIRINTELLIFLOM VS,ART.T.H.. ._ HP TESTING FREE HALOGEN RESIDUAL. CHLORINE TEST TESTING FOR FREE CHLORINE AND TOTAL CHLORINE. CHLORINE CONCENTRATIONS CAN BE DETERMINED. KITS SHALL BE CAPABLE OF SUCH THAT COMBINED ..o./eeg.gsl/1 ga=p4 ^oz•m 0.uwlwugn@ Sepun� ==Pump <.:.Les Ines« uoul = 3t"7'n Rx .n.ez. y.zs1 TEFC MOTOR, 34CV. 1PH 11.SAMPS,116GPM®soTOH®3450RPM, Ia.slpN wMe` tl h rSUCTIDN/2°DISGHARGE,(ssLBS.7,GNE(1)T—L 13 SEE MECHANICAL PLANS FOR EXHAUST ANDDsa. FomP r Toxll®mI maeMNeee ner Filter FlnwagAm) TC Yi°e ymre muMx xeme. my Heater eecer mu(oeelgn7 1--I--1 9OFILTER. TRITON II FIBERGLASS SAND FILTER MOD—TR —C. 7.069 � % ,, FILTER AREA6501La OF&ANDREQUIRED, 36'4m—NKWITH3'S 0-1 HIFLOW SANdOUAD DE SM MULTIPORT VALVE PARTp 154599, 2" /�/\ SUCTION /3'DISCHARGE,(]SDmu WITH MEOM7. ONE H I TOTAL (--I--110HEATER. RAVPAK DIGITAL POOL AN SPA HEATER MODELe 207A y'�� ELECTRICAL NOTES: 1 ALL ELECTRICAL N.URK SHALL CONFORM TO THE LATEST EDITION OF THE TUINPUT,—GASCONN,2"WATERCONNECTIONS, 12W/240V 1PH SAMPS/3AMP5, POWER INTEGRAL WNTROLS, S.S. LABEL RELIEF VALVE, FLOWSWITCH, RELAYS, AND ALL SAFETY DEVICEPACKAGES PER CODE, 1111I5e.). GNP (1) TOTAL tOt CHLORINE FEED SYSTEM. FEED PUMP. STENNER45MHP100.5-10.0 PD @ 1OD PSI WITH FRP SHELF BRACKETS. 12CV.1 PH —MPS, NATIONAL ELECTRICAL CODE. ANDALL LOCAL CODES AND ORDINANCES AND QUALIFIED ANLICENSED ELECTRICAL CONTRACTOR SHALL PERFORM THIS ELECTRICAL — 3. THE SITE ELECTRICAL CONTRACTOR SHALL PROVIDE PRIMARY POWER TO PANELS AND BREAKERS IN THE MECHANICAL EQUIPMENT LOCATION. CITY OF LA OUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE HARDPIPE CONTAINERPOINT F1 s5 GALLOON INJECTION. ON SONE ECONDARY NTAINMENT BASIN WITH GRATE SEISMICALLY RESTRAINED. COMA SPA PER PLAN SPA PER PLAN Dm 05/0&2024m DC (z00Es.7. ONE (1) TOTAL DRA�N wALL P5 F6 O10D PSI WITH FRP SHELF BRACKETS. 120V. 1PH I.TAMPS, HARD PIPE ERSKIMMaI I %LETF®ERAPY i i HPERR®ERAPY 'PER* POINT OFINJECTION.(BLBS.). ONE H TOTAL.CHLORINE CONTAINER'. 15 GALLON CARBOY ON SECONDARY CONTAINMENT BASIN W1TH GRATE. BEISMICALLV RESTRAINED. ONE (200ES.). (1) TOTAL 13 WATER CHEMISTRY CONTROLLER. P5 P6.1 OCHEMSTRT CONTROLLER BORPVANDXTEMPEPIIOPBXWATER r-_-_-_-_-_-_-_-_-_-_-_-_-_- - -,A=, •AF SPA FINISH ISH FIN SH H O U S T O N I T Y N E R SENSORS MOUNTED IN LED LIGHTED FLOWCELL WITH INTEGRAL SAFETY FLOWSWITCH, —A OUTPUT BOARD WITH POWER LOOP I FLOOR h FLOOR h SUPPLIESFORSENSOONE (1)INPUTS,TOTAL MOUNTED ON A PVC BACKPLATE. 12W. 1pM1 12amps ONE (1) TOTAL _8•--�_• MECHANICAL ROOM EQUIPMENT LIST Ps. PI OCFT.FILLSSaNEM95'9LE-EAHYTTRL FLOAT NLSMOONG112-1 WELL Arrld IVUO (2) TOTAL r jEl Intrnor Design (WEST POOL AND EAST POOL), INDUSTRIES, INC." MODEL 1553J ELCONTROLER. NE (1) TOTAL (SPA POOL) OEWASH /SHOWER: HAWS MODEL.,SOD PORTABLE EYEWASH. DNE (1) TOTAL. 5 23 FLOWMETER: FLOWVIS MODEL SERIES TO SIZE SHOWN ON P5 P6. @MECH ROOM PLAN,NSF50CERT FEOT05DP5 ONE I I I. (1)EA POOL I • "—'-3•t-----3•�— ►---J r 66 ELECTRICAL PH IDE ALL ELECTRICAL WIRING, CONDUIT,I v v 23 STARTER/DI3CONNECT INTERCONNECT(S) ETC. Ae REQUIRED FOR I t �— =eP�eaaD". �a PROPEREUIPMENTINSTALLATIONPERMANUFACTURERS50 RECOMMEONDATIONS AND SHOP DRAWINGS. COORDINATE ALL WORK WITH OTHER TRADES AS REQUIRED. REFER TO ELEC. PLANS FOR ALLADDITIONAL INFO.(PANELS, BREAKERS, TRANSFORMER$ANO PDWERBvoTHERs) I a I--/� _ l a'�----J 9'►----�i'►—e---�S'►--� I I ' ^ I I I BV = BALL VALVE BFV = BUTTERFLY VALVE CV = CHECK VALVE TEL 3n Oe 326305 - 326-Be0S ® ORODFSPESUPPOMA g B 5 WALL SUPPORT SMALL PIPE 6 BOWALL SUPPORT'. SINGLE PIPE T T j I 7 a I I �-._..._.._.-:_..-_..._:.._-:._.-._..._..._.-: ar 1._ IIIII_1 8pe _..-_.. j ,. jI _ E P6.1 Fo FLOWMET Re = RAIN 2T WALL SUPPORT. DOUBLE PIPE P6 8 E ROOFPIPE SUPPORT. CUSTOM BRIDGING BEAM 29HAZARDOUS INFORMATION SIGNAGEP6MECHANICAL I I I I I _ II e— I SpO S II IIAIET is ROSE BIBB PGNG GAUGEPRESSUREeI V CUUM EQUIPMENT NOTES: 1. DE)PIPE THE EQUIPMENT i j "If S I Aim a^"/ r ITanx e y n I `BV►S R�� WITHVENT ROOwS ACESALLPVC(POLYALL BE SCH SOLN ROOMSPACE SHALL BE SCH BD PVC WITH SOLVENT WELD FITTINGS UNLESS WELD OTHERWISE SUPPLIED BY THE SPECIFIED MANUFACTURER'S OF PVC MATERIALS L PIPE, TLE ANDFITTINGSSHALL MATERIALS SEWITHTH INAPPLICABLECHAPTER 6 OFTHESTANDARDS FOR POTABLE WATER SYSTEM MATERIALS SET FORTH IN CHAPTER 60F THE I I I I I ------ - - ----- MECH ROOM FINISH FLOOR 7�7-------- II _ - I %%/7]/ "�'_y,r -- _ _ FIN BHMECHFLOO ___ ) POOL CONSULTANT �Patrell Engineering Group, Inc. CALIFORNW PLUMBING MBING CODE. II 2. B FILTERS CHEMICAL FEEDERSBKIMMERBAND BDPPLEMENTAL EGO ENT SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS T` j I CHEMICALS II Pool Legend: ABLISHE BY THE NSF/ANSI 50-201D PERFORMANCE STANDARD EFFECTIVE j EST II SUIP T 2me 3. ALL RECIRCULATION EQUIPMENT SHALL BE MARKED AS TO WHICH POOL THE LY WITH THE SOURCE OR DESTINASYSTEMSERVES. LL VALVES AND TION DESCRIPTIONS. 4. EACH OF THE PUMPS FILTERS ETC SHALL BE MOUNTED ON CAST -IN -PLACE I •I T I I I La' i —•---B'•- "—a't'—•—•-a'r'—•—•�'�—•—•—Ire = II NO Eell MO - �'�—•-- 1tI No DMNGRKER M1DHDERNAER OPM NN ORNN RsucxOry — 751 Sunny G— Lere fi2fi 30N3-0Sfiap3C-741 T�ryR CONCRETE HOUSEKEEPING PADS AS CALLED CUT ON THE MECHANICAL EQUIPMENT ROOM/SPACE DETAILS. 5. ALLFILTERS, VALVES, PUMPS,STRAINERS, AND EQUIPMENT SHALL BE READILY ACCESSIBLE FOR REPAIR AND REPLACEMENT. I I --9'►-----�'_---- APPROVED Vr1 •�- - b'P--.r�Vj—' = I'RIM I ED I RF AF WALL NLEf CESgM1MER ED—ER MROFULE HTOR F ML FOLD 'LLWL� R _ II I Al�- LRi FBULL A'd1� 6. L FITTINGS AND EQUIPMENT CONSTRUCTED OF CAST IRON, STEEL OR OTHER CORROSION PRONE MATERIALS SHALL BE EPDXY COATED ON ALL WETTED SURFACES. y1 I 1 I I _--t._._. EOUIPPEUV ATER IC E spa IG U00ERRR uxDE 3 LA QUINTA RESORT B CLUB . PIPELINES SHALL BE SUPPORTED FROM WALLS FLOOR AND/ OR CEILING WHERE SHOWN ON THE MECHANICAL EQUIPMENT POOL -ACE DETAILS. S. MINOR REALIGNMENTS IN PIPE RUNS TOAVOID EXISTING STRUCTURES AND UTILITIES ARE EXPECTEDAND SHALL BE INCLUDED IN THE POOLGRA CONTRACTOR'S SCOPE OF WORK. I i I DLauoTHor � �Bv� BV r p u. Ij n n C9ev jyG�I9j1j '�yCv - VVV T SPe 49499 Eisenhower DrIVe La Quinta, CA 92253 9. ORSSHALL BE SLOPEDA MINIMUM OF I/4' PER FOOTTOA DRAIN. FLO 10. EACH POOL SHALL BE SUPPLIED WITH POTABLE WATER BY MEANS OFAImo' PERMANENTLY INSTALLED PIPELINE FROM A PUBLIC WATER SUPPLY SYSTEM 11NNEIER L SV Y rgy�CV n R«IrcuYxon .�� Becxw« x 13 mmu ADULT POOL RENOVATION HOLDINGA PERMIT FROM THE LOCAL DEPARTMENT OF PUBLIC HEALTH OR FROM �'—• AIm� O CNep°BV Irt •" A SOURCE APPROVED BY THE ENFORCING AGENT THERE SHALL BE NO DIRECT CONNECTION BETWEEN ANY POTABLE WATER SUP PLY SYSTEM AND THE POOL OR ITS PIPING SYSTEM UNLESS PROTECTED eV A —FLOW PREVENTION DEVICE AND CODE REQUIRED AIR GAP IN ACCORDANCE WITH THE LOCALLY ADOPTED PLUMBING CODE. —FLOW' PREVENTION DEVICE AND AIR GAP -. -•� .: ,, — — _- -•- '-_ ✓--- _- - - - - • `�'.' MECH ROOM ISHF ___ENLOOR-h 1� El SPA POOL SYSTEM SCHEMATIC LIGATII BY OTHERS A E BIBB SHALL BE PROVIDED IN THE EQUIPMENT AREA WITH APPROPRIATE NON -REMOVABLE HOSE BIBB VACUUM BREAKER BY PLUMBER. To SITE BAHITAMY sEwER ry ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED 11. AL DISCHARGEWASTE WATER (I.E. BACKWASH) SHALL DRAIN TO A PUBUc SANITARY SEWER SYSTEM. POOL MUST CONNECT TO A SEWER OR BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM WASTEWATER DISPOSAL SYSTEM THROUGH AN AIR GAP. POOLS MAY DRAIN NON -WASTE WATERS TO GREEN SPACE PROVIDED THAT THE WATER WILL NOT LEAVE THE AFFECTED. P� L OWNERS PROPERTY AND SURFACE WATERS WILL NOT BE SPA POOL SCHEMATIC °n ` 1 �M1 nA PROALLN5M22—\FLU ISSUE FOR PLAN CHECK- 08-11-2023 �oBENGENANCRS IL DIM NS6o srvowN t•-2" 4'-2• 1 V.2" ND"CABLE AND CLAMP 1"MIN. TO 2" MA%. STRUCTURAL NOTES. 1. ALL REINFORCING SHALL BE ASTM AEI5FITIEWITH , DIA. 2. ALLCCNCRETESHALLBE3,0WP.S.I. MIN. 2'-4- _C11111 4 MIN. TO DIMENSIONS 'HPER lO.T IfSELECTED4PEBTOTHER9 AWAY DETAIL*mFT, OVERHANG \\ COPINGTO DIMENSIONS ESISTAL PIrvBYOTHERS F SHOwNWITH .4 ROUND SLIP BYOIR . HE B RESSNE STRENGTH AT 2e DAYS 3. ALL SHOTCRETE SHALL BE 3,000 P.S.I. MIN. ALLR COMPRESSIVE STRENGTH AT 28 DAYS TO 2' MAX.' OVERHANG FROM POOL FINISH TORE PLIABLE WATERPROOF DIMBYOTHERS JD CONCRETE DECK4 BYOHFR. °Nn"BO OTHER. °N CITY OFLAQUINTA m PD TA y BUILDING DIVISION Pw.HDECK s DPE AWAY 114•PER Y C O PEBDE LIWP) £ Y O LOP I4Ar PER FIN DEO REVIEWED FOR CODE COMPLIANCE E�Y PEa P AN FGOT 'a _ N r FOOT FOOT E ELEV. vea v_u_ n —SURFACE D,n 05/0&2024 m WATER SURFACE m :7 h �FLFv. PFa PUN y _____ v - \ 1- ___ �- L .•wATeaunB __ - - TILE TO BE i� _ELEV. __ __ -L _____________ FE PLA�h HERS ,11 I�I�I�)aBAa (41 � —I O N H U S / SYANDHDrvN_ BOTH DIRECOTI° NS RIMfi2Neo)F 3CLR COM3 I . Y N E R 3•C_ TRIHATILE II R8gt2� CALIF ANDBAcq EACH STEP) F FINISH II Rs®t2•o.C. ❑ m4 Bat N@�L•o.o. ` e ,G It) w BAR 3" CUR _ IFRONT II AND BACK) ACKI IBs ono Design FINISH FLOOR ELE v. PER PuI ( R.__DBACK) II — c EACH STEP) ° ¢ w p � w `o I At 2. O.C. G IUD L IFRONT Arvo BACK) _______________________________ FINISH FLOOR ELEv. PER P LAn 2630 —J— —J �— —� •� �1_ _ _ TII II ITRI—Ti 1s(��2•o.c. �_Hlll _ HOOK 12" HOOK EACH I BARw��T� �IIIII �IIIII ��'Ar sosCsL��32G °I�11 3I ° D �l��ll IIIII III IIIII III II 326-8805 17iTl I��7(r II SPA POOL STRUCTURAL SECTION ',W° 4•-D• 4D•-a•• �.-D. ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO STRUCTURAL NOTES: t. ILI REINFORCING c&HALL SE ASTM Acts, 2'1" 8'-O" 2'4" INSTALLATION OF THE ITEM GRADE 60, LAPSIAPS SHALL BE T4 BAR D14. 2. ALLCONSSM E SHALL BE 3,000 P.B.I. MIN. EssNESTRENGTHAT2.DAYS 3. ALL SHOTCREfE SHALL BE 3.000 P.S.I. MIN. 1"MIN. 1•MIN. TRANSFERWALL GRABRAIL COMPRESSNE STRENGTH AT 28 DAYSPER T02"MAX. OVERHANG WITH ROUND SLIP RESISTANY EDGES FOOT SAT WANT EDGE. TO 2"MAX. P00L-FINISHTO BE SELECTED BY OVERHANG OTHERS (4). Nu"ous PLIABLEWATERPROOF JOIM -OTHERS _THE.. POOL- H TO BE SELECTED BY OTHER. POOLCONSULTANT 10Patrell LOPES< w f y ¢ w i ALL FINISH BY Enginee g Group, Inc. ]fit Sunrry Grove lane Glord...0 s 741 FIN H DECK ,$7 PER PLAN SuRFACE 6 _$,UEV PER - ZFOCT < \ _ — __ `:'... _ __ - -. N F _ OTHER. FOLIABLE�AOTEERRPROOFWATER NY BOND ETE ER DECK TOPOFWALL ELIPER FLA Y fi2fi 3 .pelrell.com �B -ITi�ll II_ -Iq yy BAR. TILE T OBE OTHERS �' TILE TO BE HERS a TT�� _ cortTlnuous _= LIL�IIIII�J1 WlF= �LLi I 3"CUR 2•rvoN suP coNTRA.TIN rc TRIMTILE c o TRIMTILE 3"CUR rc - O FooT _ ..... I , ELE. PER oa zoz3 CUINTA RESORTBCLU � LA B `-Q 3"C— ITr�TIrl _ BARS t�Fz�oWHITE -- —r-- � 3"CUR III _ � 49499 Eisenhower Drive La Quint., CA 92253 AND BACK)CAL -1 a4BARSMAL O. c I 3"CUR FINISH 3"CUR Hill I Rsl®4zo.a (FROM = ANDBACK) A ADULT POOL RENOVATION FINISH FLaoft FINIS PFa PUN (FFONHORG IFftortTArvo KI �I 1LI I1 I 0 ° ° LL O io w GDONTTAL o.c. k HORNT IFBOMAND eacK) TI„� J Iui FINISH FLOOR ELEv. PER PUN El SPA POOL SYSTEM STRUCTURAL SECT10N5 —� �— JlI 1 1'142"HOOK:Rwip -� (_PICAL) TI—II Q —Iw 12'HOOK. ('TYPICALI: —1��1111 —11I�1 aBARILO,2•D.D.EAGn =NF012" I I LOOR _. _I _ SP3.4 SPA POOL STRUCTURAL SECTION °., a. 2 �° ` PRoxwsM22-04awpe ISSUE FOR PLAN CHECK- 08-11-2023 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 05108Q024 --7-) [ Engineering Group, Inc. - -W Grove fare Glord—C-741 62633 wv+w.pelrell.com a d1� \ QUINTA RESORT & CLUB 49499 Eisenhower Drive La Quint., CA 92253 ADULT POOL RENOVATION ❑ EAST POOL SYSTEM LAYOUT PLAN 7 SP4.1 PacM1 1:1 PP.O.fywsM22a41pwge PLAN CHECK- 08-11-2023 Pool Legend: ox = Ho xR xo = m= ss = oEaTx rxcRREa HGG.H. MDRNL x UNDERVIRTER LIGHT ruxoawn MLL Nas,cnox wnl.E RNMxER suRE ' BPu Eauu¢ER Ssn,a weEae s"E°wT+ nacen grrTlw11T ra r —11 iOF PIPING �'z? SHEET SPI.2 ig s c J .—.—. •tie•—.—. .^ nEo GJ70HLLUTLPY,E.R ��8 TO �vMPUHso 8 S u = GO = LGR us = aonuEr —ER OUTLET uxoERwnTERsaEnrcER sail a �® Nlls IIII } ^j I I r — — _______________________ I — ---- G v4"eEBscMm__ CITY OF LAQUI BUILDING DIVISION 11V11WEDFOR bl I o IIII�¢ • i i w ', c i COMPLIANCE W08I2024 - - -�-- -- i H_iu•r[gpr MiN_____ _ va•PEa- O U T Y N E R :; II II II6= I Ge o= II I I I I IIII I I I I I I interior oesign I I I I I I I I I I I I I' I REIRE: -*Ne 32F A— •;cg; I I ;eol lo�0;.��aa t I I I o F I i I; pa I 3---Es 3-- s- -J l POOL CONSULT fWatrell Enginee i gGroup, lnc. k• I Glenaom.Caet741 62E. - 2vnm.pelrell.com jl l II I �� ,a,TERSLOPEs S eYs___________ 44-_____________ a j l I it tea•.— _ s.—. tea• � � l0 im¢ ww ..._..._..._..._..._..._..._... _..._..._..._..._... _... _..._. lo'I ; ; � zl J III ALA QUINTA RESORT BCLUB I JklLa 49499 Eisenhower Drive I e� i Ouinta, CA 92253 ADULT POOL RENOVATION i —-------------- �fGTfER§iib-FEff—`!qyl - — —-- i L.—.--�.�, ^fi _,--J I ❑ EAST POOL SYSTEM PIPING PLAN ALL OF EQUAL SBUSTITUTIONS BY THE BUILDING OFFICIAL PRIOR MUST BE SUBMITTED AND APPROVED TO INSTALLATION OF THE ITEM SP4.2 EAST POOL PIPING PLAN ISSUE FOR PLAN CHECK- 08-11-2023 EAST POOL EQUIPMENT LIST CIRCPUMP. PENTAIR INTELLIFLO i2 VS PARTk EC Or 10602HP TEFL OMOT➢R 12. A TEST KIT MEASURING THE DISINFECTANT RESIDUAL. PH. AND, IF USED, CVANURIC ACID ONCENTRATIOry SRALLBE PROVIDED BY THE POOL CONTRACTOR THE CHLORINE OR BROMINE TEST KIT SHALL BE . Inlb wee xnlm " ue °wme1M°m•Iwbl T Wa xea lsHm Po`m .er 110 rosM1l y I yO IPmmaellM1Na Ovm3asMelMml Psai ^ers P.r I°Ixs Pmr°ae mtle lLsaosH 14zaooPgall lxmlm) �ssaEraRr cnzq ��aea3 3W P5 P6.1 2a' PM@EO'TDH@3A50RPM,2" DIETHYL-P-PHENVLENEDIAMINE(DPD) TYPE OROTHERWISECAPABLE OF I•ga¢=gq, °°°I a- SUCTION/2"DISCHARGE,(55LBS.) ONE(1)TOTAL 1 OFILTER. TRITON II FIBERGLASS SAND FILTERMOELk TR 140C. T.069 TESTING FREE HALOGEN RESIDUAL. CHLORINE TEST KITSEHALL BE CAPABLEOF TESTING FOR FREE CHLORINE AND TOTAL CHLORINE, SUCH THAT COMBINED CHLORINE CONCENTRATIONS CAN BE DETERMINED. •3zx6e.z pA 3m.n�; Iw lPe:4°@ Lmai`e �s Ezl IA.n.u. *3x3zk.z rn`n 10•aMn) FlI rMav zssl ♦e yaNe gmmtl a eaxr FILTER AREA 95010s of SANG REpUIRED, 38"eie. TANK WITH 2"s mPSM PDmp maelN4x°All FllTer eTu/xn alermv Heater Mu 'Paa4n1 HIFLOWSANDNUADDESM MULDPORTVALVEPARTN 154599,2" 13 SEE MECHANICAL PLANS FOR EXHAUST AND DSA. TRmlroml1. Ixl me1Mm1 S UCTION /2" DISCHARGE, (1501ba WITH MEDIA). ONE (1) TOTAL PS Fe.l TER' PENTAIR POWERMAX HEATER MODEUP 1O0 IOWD00 BTU OINPUT ' I-1R"GAS CONN2 WATER CONNECTIONS. 120V 1PH30 AMPSWER INTEGRAL CONTROLS, S.S. BURNERS, A.S. M.E. LABEL ELECTRICAL NOTES: RELIEF VALV E, FLOWSWITCH, RELAVS,ANDALLSAFETYDEVICE PACKAGES P R WDE.(BOOLBS.). DNE(1) TOTAL $Mtge Tdftk?°zzsoPl'1 1 =-)NDA LDRINEFEEDSYSTEM'. FEEPUMP' STENNER 45MHPt00.S10.0 O.P. 10OPSIWITHFRPSHELFBRACKETS. 12. 1PHI.1A 1 t ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE N"TIONAL ELECTRICAL CODE ANDALL LOCAL CODES ANDORGINANCKITH, GUALIFIEDD ANNDLICENSED ELECTRICAL CONTRACTOR SHALL PERFORM THIS CITY OF LA QUINTA OPIPETOPOIrvTOFINJFCTIDN.(9LBS.).ONEH)TOTAL CHLORINECONTAINER. I5GALLONCARBOYONSEONDARY ELECTRICAL 2. THE SITE ELECTRICAL CONTRACTOR SHALL PROVIDE PRIMARY POWER TO BUILDING DIVISION REVIEWED FOR CONTAINMENT BASIN WITH GRATE. SEISMICALLY RESTRAINED. 000L8S7. ONE (1) TOTAL 18ACI0 FEED SYSTEM. FEED PUMP STENNER45MHP100.5-10.0GPD@ 00 PANELS AND BREAKERS IN THE MECHANICAL EQUIPMENT LOCATION. SU RG E TANK PER - POOL PER PLAN CODE COMPLIANCE 05/D&2021�� . PSI WITH FRP SHELF BRACKETS. 120V. 1PH 1 TAMPS, HARD PIPF TOPOINT R INJECTION. (9LBS.).ONE (17 TOTAL. CHLORINE NTAINER'. 15 GALLON CARBOY ONSECONED.(2 ONTAINME(1 BASIN WTH GRATE SEISMICALLY RESTRAINED. (200LBS.). ONE (1) TOTAL SP7.3 M.LII-P.R� TTERIN PER® {�40'-0"MIN. WALL PS P6. OCHEMISTRY CONTROLLER WITH PH. ORP, AND TEMPERATUREWATER CHEMISTRY GO TROLLER TED IN LED LIGHTED FLOWCELL WITH INTEGRAL sSAFETY ENSORSLOWSWITCH, 0.20mA OUTPUT BOARD WITH POWER LOP O REVKEMER PER H O U S T O N / T Y N E R SUPPLIES FOR SENSOR INPUTS MOUNTED ON A PVC BACKPIATE 121 1PnizemFa ONE 11) TOTAL ��CHILLER.(EXISTING TO BE REUSED) GLACIER POOL COOLER MODEL P6] P6.1 pGPG22D 6OGPM NOMINAL FLOW2 WATER CONNECTIONS, I3W. EA KERREQUIRED FIN SH FLOOR - ELEVAT ON/ '• WATER SURFACE �L .? 91FT_tl____------ (SYSTEM OFF) �_-,----' EOUIPPEO DOMESTIC LLWATER SOURCE ,PPE - 2 POOL F N eH , (1250LBS.OPERATING NBOMT)ONCp) TOTAL vn MECHANICAL ROOM EQUIPMENT LIST PER ! ❑ 5 1 AUTOFILLSYETEM.'HVTROL"O0.0 MEL121AKK-2W1TH Px4 PI2 OOLA-VAL CFI- STAINLESS STEEL FLOAT INSTILLING WELL TWO) (2)TOTAL POL AND EAST POOL), "MP INDUSTRIES, INC." MODEL 19 EL11. PLAN Intrnor Design (WEST TER LEVEL CONTROLLER. ONE 11) TOTAL (SPA POOL) EYEWASH/sHOWER'HIM MODEL N-D PORTABLE EYEWASH. ONE PER Ii.. PLAN (SYSTEM SN' EM ________________ m 1 5 22 FLOWMETER- FLONWISMOELkFVSERIESTOSRESHOWNON P5 P6. MECH ROOM PIAN NSF50 CERTIFIEDTD 50151 GNP (1)EA POOL IN SH FLOOR-- OUTLET FLOAT_ EE ELEV PER UTLET 630 PS Fel 23 ELECTRICAL'. PROVIDE ALL ELECTRICAL WIRING CONDUIT, STARTER/DISCONNECT INTERONNECT(S) ETC. AS REQUIRED FOR -r---�•� LAN I I-3_F __ f. _ �fi �fi _ If"�. �- -'�'fi _ Sepuneeda Dlvd. PROPER EQU IPMENT INSTALLATION PER MANUFACTURERS- RECOMMENDATIONS AND SHOP DRAWINGS. COORDINATE ALL WORK ••31 ••w .. •.-;" °. 0505a WITH OTHER TRADES AS REQUIRED. REFER TO ELEC. PLANS FOR ALL ADDITIONAL INFO.(PANELS, BREAKERS, TRANSFORMERS, AND OVER BY OTHERS) ~ I G"•3"►---3"►---3•►---3"►----3"►--�•- _ S� TEL3 IO 3AX 31 OO 326-8805 ®OROOF PIPE SUPPORT' q P6 OWALL SUPPORT. SMALL PIPE SUPPORT'. SINGLE PIPE I ®eOWALL 3] WALL SUPPORT'. DOUBLE PIPE (R) ROOFPIPE SUPPORT: CUSTOM BRIDGING BEAM I I i LeGend: Pool LeS7end: 8 29HAEARDOUS INFORMATION SIGNAGE. I ,� I _BILL DM BFV = BUTTERFLrT VALVE NO = DEPTH MARKER _ NO INS MECHANICAL EQUIPMENT NOTES: I T * •I _ OL cv wecrcvAL V MD _ TINERaMIL - TERLKNT M1IN DRAN 1. ALLPVC((APOLYVINYLCHLORIDEPPIPE IN THE MECHANICAL EQUIPMENT SHALL BE SCH 80 VC WITH SOLVENT WELD FITTINGS UNLESS M m I 93 FM = FLDW4AET RE 5 M FD = FLDORD RAIN P6. SS = 0903TEROU ON = INLET = SURFACE SKMMER OTHERWISE SUPPLIED BY THE SPECIFIED MANUFACTURERS OF PVC MATERIALS L PIPETUBI AND FITTINGS SHALL COMPLY WITH THE APPLICABLE STANDARDS FOR POTABLE WATER SYSTEM MATERIALS SET FORTH IN CHAPTER 6 OF THE CALIFORNIA PLUMBING CODE. m I Ro AF HB = H.E BIBB k) _ AL PGNG PRESSURE = EOOAl12ER sn, = PLiOFlLL . HYOROTHERA-DO svr. _ AOA UFT POOLCONSULTANT 10Patrell FILTERS, CHEMICAL FEEDERS SKIM MERS AND SUPPLEMENTAL - TS 2 EQUIPMENT SHALL YTHENCOMPLY WIT5THE 10APPLICABLE ERFORMANCE STANDARD ENTABLISHE BY THE NSF/AN5150-20t0 PERFORMANCE STANDARD EFFECTIVE ^�T e Us = UNOEERSNATERSPFAKER 5°I'1 sa AUGUST 3010. I I Engineering Group, lnc. ]Yr 3. ALL RECIRCULATION EQUIPMENT SHALL BE MARKEDAS TO WHICH POOL THE SYSTEMSERVES. LL VALVES AND PLUMBING LINES SHALL BE LABELED CLEARLY WITH THE SOURCE OR GESTINATION DESCRIPTIONS. I I I Ginrd. ]41 fi2fi 33 MSg35eoz.a et741 .pelrell.com 4. EACH CONCRETE O U EKE FILTERS ETC. SHALL DMOUNTEDOUT T HOUSEKEEPINGTHE MECHANICAL EPINGPADB AS CALLED OUT ON THE MECHANICAL EQUIPMENTRCOM/SPACEDETAILS. 5. ALLFILTERS, VALVES, PUMPS STRAINERS, AND EQUIPMENT SHALL BE READILY I-�3•.._._.�3._.. I a"►- I rII I _.�3"_._._.�3._._._.�-,v.-. 3"h------3"�- ® "11TT .�3.._.�3._"_.-�.._.-t3. -G"P- - �"►- - 9"► -- .[-�9"►�-�T•� JJ r aV SI ACCESSIBLE FOR REPAIR AND REPLACEMENT. I I t POINTCONNEOF CTION 6. L FITTINGS AND EQUIPMENT CONSTRUCTED OF CAST IRON STEEL DR OTHER CORROSION PRONE MATERIALS SHALL BE EPDXY COATED ON ALL WETTED suRFACEs 7. PIPELINES SHALL BE SUPPORTED FROM WALLS, FLOOR AND OR CEILING WHERE SHOWN ON THE MECHANICAL EQUIPMENT POODSPACE DETAILS. t # I G .I I 1 R i 1dV PowE� {I�Rj r ' IIP� Ic`mML.y Iar S III ooq I� Ilrf eetl eetl Syalem SyaLan J�� OS-it-2023 ALAQUANTARESORTBCLUB 49499 Eisenhower DTIVd d. MINOR REALIGNMENTS IN PIPE RUNS TOAVOIO EXISTING STRUCTURES AND UTILITIES ARE EXPECTED AND SHALL BE INCLUDED IN THE POOUSRA OInM�ER EFI mq• mL'-J� V 4F - ©i ® I{J I La Ouinta, CA 92253 CONTRACTOR'S SCOPE OF WORK. 9. FLOORS SHALL BE SLOPED A MINIMU M OF I/4" PER FOOT TO A DRAIN. D. EACH POOL SHALL BE suPPUED MnTH POTABLE wATER BV MEArvs OFA PERMANENT TALLE FROM LYING DPIPELIrvFF PUBLIC WATER SUPPLY SYSTEM I PUMP Mr.O VVI I ♦ I �I ROOM I �. zrtlulztlon R. Q •►rdy%L• P " T roI, a.em. Pene� ., tt® i �Nw••M1 R He� IC .J N'I© enha ADULT POOL RENOVATION HOLDING A PERMIT FROM THE LOCAL DEPARTMENT OF PUBLIC HEALTH OR FROM ASOURCE APPROVEDBV THE ENFORCING AGENT THERE SHALL BE NO DIRECT CONNECTION BETWEEN ANY POTABLE WATER SUPPLY SYSTEM ANDTHEPOOL------ OR ITSPIPIN SYSTEM UNLESS PROTECTEDBVABACKFLOWPREVMTIOry IN 9H FLOOR"'"+-- - N ICIanaM1 ,a :' 3y+ " T- ''-1 m _ / s ': - my.T MECH ROOM __FINSH FLOORh Y El FAST POOL SYSTEM SCHEMATIC DEVICEANDCODE REQUIRED AIR GAP IN ACCORDANCE WITH THE LOALLY I OINTO ONNCI I AOPTEDPLUMBINGCODE.BACKFLOWPREVENTIONGEVICEANDAIRGAP LOCATEDBVOTHERS. AHOSEBIBBSHALLBEPROVIDEDINTHE EOIPMENT AREA WITH APPROPRIATE NONRMONABLE HOSE BIBB VACUUM BREAKER BY PLUMBER. i va---- TO SITE SAN TARP SEWER L_________________ 3"GRWV UNE--------------�3"GRAVITY LINE ------------ GRAVITY LINE --------J A00 wnu SEPARATE cHEM_N To 11. AG4NITLLDARV SREWEER SYSTEM. Mp POOLI MUST CONNECT TO A SEWEOR CCONNSITLINR TO A PUBLIC ER ry NWSTTE 1es To GREEN SPACE 1-ioED TGHAT TP. iE-TER wIILLINOT ALL OF EQUAL SB USTITUTIO NS MUST BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM LEAVE THE POL OWNERS PROPERTY AND SURFACE WATERS WILL NOT BE SP4.3 EAST POOL SCHEMATIC ,E 1 PROxws6nz3-04Wrpe ISSUE FOR PLAN CHECK- 08-11-2023 FDNBLAN ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM I � Foo EooE DErI e oe.naocE e I I. FINISH DecKI I ,VAT AM Y ELEV-vEd rLuT_ _______________ -., :�I`a; I < I I FINISH DECK I ____________"" ___wATSR sRRFACE •.. •.,. .'. _. ELEv. rER VLaN CITY OF LAQUINTA BUILDING DIVISION REVIEWED FOR IT —pE CODE 4' A I I Ili q In COMPLIANCE anE 05/0&2021 FINISHFLODR PER PLAn _______________________________ ------- I I FLOOR • - -- ELEV. PER Puw EAST POOL STRUCTURAL SECTION `a i H 0 U S T O N I Y N E R ^ rPOOL in�nor oesign DET Le DEfAILe FINISH DECK/ WATER auRFACE _______ ELEVPER PUN I 1r.1`�-. IT _ - I I I I I FINISH DECK ___waTERauRFACE ________________ ELEV PEHPLAN '"-4 :. --. `solos' FINlsnaooR ELEv. PER PLAN -------------------------r------ ------------- I 4 I RN15HFLOOR �, I ELEv. FER Puw i TEL3ID 3zGaosD EAST POOL STRUCTURAL SECTION STRUCTURAL NOTES: 1. ALL REINFORCING 9HALL BE ASTM AEIS.1. GRA fflTAPS SHALL BE 74 R OW. 2. ALL GGMp NCRIETEE SHHAELN BE 3.0008P.S�.IVSMIN. RESS 3. ALL SHOTCRETE SHALL BE 3,ODD P.S.I. MIN. COMPRESSIVE STRENGTH AT 28 DAYS 2'-0" POOL -WIDTH VARIES PER PLAN 3TRUCTURAL NOTES: S" 2.0" POOL -WIDTH VARIES PER PLAN ALL REINFORCING sHALL BE PS �. 2.. �-0 .. �.-0. �. 0.. 2 SHALL BE 74 BAR DR. LBEOW P.SI.MALL -INCCOMPRESSNE 3 STRENGTH AT 283. ALL SHOTCCRET HALL E3,000 EQ. EQ. STRENGTH AT 28 DAYS SHOWN BROWE I POOLCONBULTANT 10Patrell CONCRETEDECK FpZAeLEEROEAND�nR; ]SESunIry Grove9 Lsre P• Inc. Ca et]41 BY OTHERS W ATE PER Pury ELEv DECK SLOPES AWAY Y / PER n FOOT . f of sE aR \ i CONCRETEDECK BY OTHERe SL.BEs AWAY W E -;PER ELEv _ E. BURL H �________ DECK D Ano _____ I 14ow BAR3 NTINUOU 828 3GIen 62 . 3 Y.w,v.pelrell.com oEral w11a BARS. PSG vERrl0LBAcn�'z•o.c. adE� �I II IC.-B Rs s ___- - =_ EACH Iorvl - — oa-n-zoz3 HORIzoN®ru•o.c. — oo arlrvuou s = �� DIRECTIONS ILA- csowu = ��E ALA QUINTA RESORTBCLUB Is WL�IIIII rvorv-s P \ TRI�LEI 7 49499 Eisenhower Drive ICI FINISH '— PICAL tEACH STEP t La Quint., CA 92253 i&_ fOweAR eACPn sTE PI — w waARa t — ? o: 3"CL'R11 x5 BAR. U 8"WALL O r 9 Go Go Go = ADULT POOL RENOVATION rlwsil BARS a iz• O.C, ARS O— O.c �. ❑ EAST POOL SYSTEM FI""HFLooR ELEv. PER PUN YE CAL �y LL a Pwlsn FLooR ELEv. PER PLAry -CA STRUCTURAL SECTIONS __tl __* _�noTCRETE WALas__________��— POURED FLOOR S4 AR BARS — HORrzo L --�-- RSGp O.C. — BROrvzE EscuTcneD — — �jj� U� �jj�j — II —Il 42'HOOK — PROVIoE coNeTR—oN UDINTAT POURED FLooBAnD SrvoicRErEwALL r � �olrvT. sArvuBLASTUOIFn v4•AMPUTROE. LAPAU PRIORTo snoicRETEPucEMENT, ROuOHEn To REwroncEMENT MINIMRM T4 BAR DIAMErERa —� 0"TRANSITION— I��II II —]4 BAR DIA. LAP TYP. I��II II_ PurewlTn oeourvo 1�If IIII LI.If cABLEAnocUMP I��II ITT I��II II_ I� �I (TYPICAL) •NOTe: PoDL MAY HAVE SHOTo.Ere FLOORS ANo wALLs. wITH — — —ITlrl Be EACH PER DETAR�mP.t wBARa�4z•o.o.EACH SP4.4 DOrvaTRROTIDry DIN ONI ED WAYINFLDOR,DEN ERED, WAYINFLDOR,DENTERED, POOLED DETAIL ;a`,:n 3 POOL EDGE DETAIL °.`a 4 ` P� wSMPz-04awg' ISSUE FOR PLAN CHECK- 08-11-2023 WEST POOL EQUIPMENT LIST OIRC PUMP. PENTAIR INTELLIFLO 12 VE PART# EC 0110602HP TEFC PM@60'TDH@3 DRP M, 2" SUCTION/2- DISCHARGE,(55LBSJ, ONE (1) TOTAL iFILTER. TRITON 11 FIBERGLASS SAND FILTER MOD-TR 140C, T.06 sf FILTER AREA 6501ba OF SAND REQUIRED, Reel. TANK WITH 2'S HIFLOW SAND/OUAD DE SM MULTIPORT VALVE PART# 154599, 2' SUCTION /2' DISCHARGE, RRrIbe. WITH MEDIA), ONE 11) TOTAL -TER PNTAIR PawERMAx HEATER MODELtt t0o01 oon.. BTU INPUT, 1-1N" GAS CONN, 2- ' WATER CONNECTIONS, 1- 1PH BO OKER INTEGRALCONTROLS, S.S. BURNERS, A.S.M.E. LABEL, RELIEF VALVE, FLOW SWITCH, RELAYS, ANDALL SAFETY DEVICE PACKAGES PER COOP. RID51LBS ). ONE (1) TOTAL SAFETY FLOWSWITCH, 4 20.A OUTPUT BOARD NTH POWER LOOP SUPPLIES FOR SENSOR INPUTS, MOUNTED ON A PVC BACK-E. 12M.1 ph 12emp. ONE (1) TOTAL CHILLER'. (EXISTING TO BE RE -USED) GLACIER POOL CODLER MODEL #GPG22D, WGPM NOMINAL FLOW, 2' WATER CONNECTIONS, 120V. KER REQUIRED, 025OLB5. OPERATING WEIGHT). ONE (1) TOTALREA SPA POOL EQUIPMENT LIST OIRC PUMP'. PENTAIR INTELLIFLO M VS PART# EC 011060 2HP TEFC MOTOR, 240V. 1PH 11.SAMPS, 116GPM Q so TDH @ 3450RP M. 2" BOOSTER PUMP TEFL MOTOR, 240V. 2" SUCTION / 2" DISCHARGE, NTAIR INTELLIFLO 12 VS PART# EC 011060 2HP 1PH 11.SAMPS, 1I.PM @ 6D'TDH @ -RPM MILES.) , ONE(l)TOTAL FILTER'. TRITON II FIBERGLASS SAND FILTER MODELY TR -G T.D6 aT FILTER AREA S501Le OF SAND REQUIRED, SSdA. TANK WITH 2'S HIFLOW EAND/OUAD DE SM MULTIPORT VALVE PART# 154599, 2' SUCTION /2' DISCHARGE (I Ibe. WITH MEDIA). ONE (1) TOTAL HEATER. RAYPAK DIGITAL POOL AN SPA HEATER NO-20TA TU INPUT, -GAS CONN, 2" WATER CONNECTIONS, 120V/140V IPH GAM MPS, POWER INTEGRAL CONTROLS, S.S. ED AND ALLSSAA.ETYD SAFETY A.S.M.E. TOTAL iCHLORINE FEED SYSTEM. PD G 100 PSI NATH HARD PIPE TO POINT ORINE CONTAINER' LA I 1 ( 7 VIICELPACLKAEF VAI-VE, FLOW GES PER CODE. S2161ba.ONE 15 FEED PUMP. STENNER 45MHP10 0.5-10.0 FRP SHELF BRACKETS. 120V. 1 PH 1.7AMPS, OF INJECTION. (9LBS.). ONE (1) TOTAL 15 GALLON CARBOY ON SECONDARY CONTAINMENT BASIN (2-13S.). ONE (1) TOTAL WITH GRATE. SEISMICALLY RESTRAINED. ACID FEED SYSTEM'. 1. PSI WITH FRP SHELF TO POINT OF INJECTION. CONTAINER. 15 GALLON BASIN WITH GRATE. TOTAL iWATER CHEMISTRY EMISTRY CONTROLLERWITHpH, SENSORS MOUNTED SAFETY FITCH, ED PPLIES FOR SENSOR 120Y.1 ph 12amps ONE EEED PUMP'. STENNER 0.5MHPIOO.St n.o GO BRACKETS. 120V. IPIT 1.TAMPS, HARD PIPE (9LBS.). ONE (1) TOTAL CHLORINE CARBOY ON SECONDARY CONTAINMENT SEISMICALLY RESTRAINED. (200LBSJ. DNE (1) CONTROLLER. BECSYS5-XEIGPt P10PBX WATER ORP,ANDTEMPERATURE IN LED LIGHTED FLOWEELL WITH INTEGRAL 4-20mA OUTPUT BOARD WITH POWER LOOP INPUTS, MOUNTED ON A PVC BACKPLATE. (1) TOTAL EAST POOL EQUIPMENT LIST )CIRC PUMP. PENTAIR INTELLIFLO i2 VS PART# EC 011060 2HP TEFC MOTOR, 2- 1PH 11.SAMPE, PM@6D'TDH 93 0RPM, 2' SUCTION/2' DISCHARGE,(55LBSJ. ONE (1) TOTAL )FILTER. TRITON II FIBERGLASS SAND FILTER MODEUI TR 140C, T.O6 sT FILTER AREA S501ba OF SANG REQUIRED, 36'o. TANK WITH 2'S HIFLOW SAND/OUAD DE SM MULTIPORT VALVE PART# 1-2- BUD ION /2' DISCHARGE, (7501ba. WITH MEDIA). ONE (1) TOTAL )HFA NTAIR POWERMAX HEATER MOGEL#t0001000,000 BTU INPUT, 1-1N" GAS CONN, 2- ' WATER CONNECTIONS, 120V 1PH BO AMPSCOWER INTEGRAL CONTROLS, B.B. BURNERS, A.S.M.E. LABEL, RELIEF VALVE, FLOW SWITCH, RELAYS, ANDALL SAFETY DEVICE PACKAGES PER CODE (6651LBSJ. ONE (1) TOTAL /�_�/MECHANICAL ROOM EQUIPMENT LIST 1--@zo AUT.FILL SYSTEM .'CLA-VALHYTRO MODEL12-1AKx-2-TH '�J'�CFHE KXETAINLEESSTEEL FLOATINSTILLINGWELLT Q)TOTAL (WEST POOL ANO FART POOL), "MP INDUSTRIES, INC." MODEL iB53J WATER LEVEL CONTROLLER. ONE (1) TOTAL (SPA POOL) EYEWASH/SHOWER. HAWS MODEL#T500 PORTABLE EYEWASH. ONE Gee (1)TOTAL. (-;-@OWMETER FL h3MOOELYN SERIES TOSIZE SHOWN ON MSOL ROOM PLAN. NSF 50 CERTIFIED TO 50 PSI. ONE (1) EA ON PS P6.1(DELECTRIRR I-LPNNEDEALLEL-RIIECT(INTSRETCO N.,RIDUIT. FOR PTARTERIDIROPER EQUIPMENT INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND SHOP DRAWINGS. COORDINATE ALL WORK WITH OTHER TRADES AS REQUIRED. REFER TO SLED. PLANS FOR ALL ADDITIONAL INFO.(PANELS, BREAKERS, TRANSFORMERS, AND POWER BY OTHERS) P6 e25 WALL SU PORTPSMALL PIPE P6 25 WALL SUPPORT. SINGLE PIPE LE PIPE F6 OSUPPORT RTB@2ROOFPIPE SUPPOCU.T.M BR DING BEAM P6 4 2O9H-00 US INFORMATION SIGNAGE'. MECHANICAL EQUIPMENT NOTES: 1. ALL PVC (POLYVINYL CHLORIDE) PIPE IN THE MECHANICAL EQUIPMENT ROOM/SPACE SHALL SE SCH SD PVC WITH SOLVENT WELD FITTINGS UNLESS HERNISE SUPPLIED BY THE SPECIFIED MANUFACTURER'S OF PVC MATERIALS. ALL PIPE. TUBE AND FITTINGS SHALL COMPLY WITH THE APPLICABLE STANDARDS MATERIALSFOR POTABLE WATER SET FORTH IN CHAPTER 6 OF THE CALIFORNA PLUMBING CODE. 2. ALL PUMPS FILTERS CHEMICAL FEEDERS, SKIMMERS AND SUPPLEMENTAL EQUIPMENT SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS ESTABLISHED BY THE NSFIANSI 50-201D PERFORMANCE STANDARD EFFECTIVE 3. ALL RECIRCULATION EQUIPMENT SHALL BE MARKED AS TO WHICH POOL THE SYSTEM SERVES. ALL VALVES AND PLUMBING LINES SHALL BE LABELED CLEARLY WITH THE SOURCE OR DESTINATION DESCRIPTIONS. 4 S, FILTERS, ETC. SHALL BE MOUNTED ON COST -IN -PLACE CONCRETE HOUSEKEEPING PADSAS CALLED OUT ON THE MPL ACE EQUIPMENT ROOMISPACE DETAILS. 5. ALL FILTERS, VALVES, PUMPS ,STRAINERS , AND EQUIPMENT SHALL BE READILY ACCESSIBLE FOR REPAIR AND REPLACEMENT. 6. ALLROSIION PRONE MATERIALS SHALL BMENT E CONSTF CAST IRON RUCTED COATED ON ALLE�OROD HER SURFACES T. PIPELINES SHALL BE SUPPORTED FROM WALLS, FLOOR AND/OR CEILING WHERE SHOWN ON THE MECHANICAL EQUIPMENT P-PACE DETAILS. B. MINOR REALIGNMENTS IN PIPE RUNS TO AVOID EXIST INGSTRUCTURESAND UTILITIES ARE EXPECTED AND SHALL BE INCLUDED IN THE P-PA CONTRACTORS SCOPE OF WORK 9. FLOORS SHALL BE SLOPED A MINIMUM OF I AV PER FOOT TO A DRAIN. 10. EACH POOL SHALL BE SUPPLIED WITH POTABLE WATER BY MEANS OF PERMANENTLY INSTALLED PIPELINE FROM A PUBLIC WATER SUPPLY SYSTEM HOLDING A PERMIT FROM THE LOCAL DEPARTMENT OF PUBLIC HEALTH OR FROM A SOURCE APPROVED BY THE ENFORCING AGENT. THERE SHALL BE NO DIRECT CONNECTI BETWEEN ANY POTABLE WATER SUPPLY SYSTEM AND THE POOL OR ITS PIPING SYSTEM UNLESS PROTECTED BY A BACKFLOW PREVENTION EVIGE AND CODE REQUIRED AIR GAP IN ACCORDANCE WITH THE LOCALLY ADOPTED PLUMBING CODE. BACKFLOW PREVENTION DEVICE AND AIR GAP LPOCATWI B APPROEPRIATE NONRIEMOVABLE HOSROVIDED IN THE BIBB VACUUM BREAKEMENT R BY 11. ALL DISCHARGE WASTE WATER(I.E. BACKWASH) SHALL DRAIN TO A PUBLIC SANITARY SEWER SYSTEM. POOL MUST CONNECT TO A SEWER OR R DISPOSAL SYSTEM THROUGH AN AIR GAP. POOLS MAY GRAIN NON -WASTE WATERS TO GREEN SPACE PROVIDED THAT THE WATER WILL NOT LEAVE THE POOL OWNERS PROPERTY AND SURFACE WATERS WILL NOT BE 12. A TEST KIT MEASURING THE DISINFECTANT RESIDUAL, pH, AND, IF USED, URIC ACID CONCENTRATION SHALL BE PROVIDED BY THE POOL OGNTHCHLORINE OR BROMINE TEST KIT SHALL BE DIETHYL-P-PHENYLENEDIAMINE (DPD) TYPE OR OTHERWISE CAPABLE OF ESTING FREE HALOGEN RESIDUAL. CHLORINE TEST KITS SHALL BE CAPABLE OF TESTING FOR FREE CHLORINE AND TOTAL CHLORINE, SUCH THAT COMBINEG CHLORINE CONCENTRATIONS CAN BE DETERMINED. 13. SEE MECHANICAL PLANS FOR EXHAUST AND DSO. ELECTRICAL NOTES: 1. ALL ELECTRICAL NARK SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL LOCAL CODES AND ORDINANCES AND A QUALIFIED AND LICENSED ELECTRICAL CONTRACTOR SHALL PERFORM THIS ELECTRICAL WORK 2 E SITE ELECTRICAL CONTRACTOR SHALL PROVIDE PRIMARY PCWERTO PANELS AND BREAKERS IN THE MECHANICAL EQUIPMENT LOCATION. ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM Intrnor Design Engineering Group, Inc. ]Glord yGr-741 Glen 2 Ca et T41 fi2fi 33 www.pelrell.com a \ QUINTA RESORT & CLUB 49499 Eisenhower Drive La Quint., CA 92253 ADULT POOL RENOVATION ❑ MECHANICAL EQUIPMENT SCHEDULE AND NOTES SP5.1 PacM1 L:1 POJyW5M22a41pwga FOR PLAN CHECK- 08-11-2023 L- W AL RIB -- RIs -- v - • LLI ��b. IDI D =i FhIlem — — — — — — — S� Ws. E.. --, GCool Ch.. Ch— fi PAFI DO I .m .. I 7� 4 100 -------- __ a•RTra Fecx7iCenr-.....- L:—c—.--.Lr—.L--.--r—.--:--:-......, ........3.......H FRGNULER_D� ................ P� _ RTNFIR—�.RTNFRGH - _ , H.aaT 0 G r -- -s ARE I I ; j ,GRAVITY LINE., 2T 2T 2B I'�---------y -j',� ----J —_ — — ---'� STRGGTFBL Hb.N.N.. -- �,fi• ---O Fee4/p�RO =w °mP0 a . __ _ CHEMICALINJ CTONPUM S �\ �W P fiGALGNCO.GARBIA BYD NG MBRIAT OADID BET ON -EAGLE' ,e.,, 2 w \ a GAFACrIYDF,fiG ..' 20 fl ON RISER --J II j I, I IHSER Legend: OH ------ BV BALL ALE H E�K�AYVALVE .I FM = FLOW VET FD = FLODH DRAIN '�ED He = HOSE BIBB —R IC P G = PRESSURE I VACUUM F SOUR Ell GAUGEe Ijl 7ti \ / TO.Me n A ROOM FFE: BOS : �. �G----------- a"- --------- '- w:�AP�In FTAHINERSIDI�OSWING SODIUM ALLl s �C 1 bN I Note: INSTALL RDOUS INFORMATIONSIGNAGEON ! j im NTRY FI I ss BPOINT F v0 FOR MORENINICALEGUIPMENT INFO I� I DE as I I CONNECTION TO LOW IF ER � I — �sIErsl�zain Brtce ALL OF EQUAL SBUSTITUTION$ MU Sjt BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PAIORT INSTALLATION OF THE ITEM Y POOL EQUIPMENT ENCLOSURE NOTES: SHALL BE INSTALLED SOTHAT ACCESS IS LIMITED TO PERSONS AUTHOR2ED BY THE POOL OWNER OR OPERATOR 2. POOL EQUIPMENT SHALL BE MOUNTED ON A CONTINUOUS SLAB OF CONCRETE OF OTHER EQUIVALENT EASILY GLEANABLE AND NON ABSORBENT MATERIAL FLOORS SHALL BE SLOPED A MINIMUM OF IN' INCH PER FOOT TO A DRAIN a REDUIBEMENTSFORTHESWIMMING FACILMESoNLYDINMECHANICAL,PwrnI GANDELECTRICALSEE PLANS PREPARED BY OTHER CONSULTANTSs. SEE CIVIL AND PLUMBING PLANS FOR FILTER -ER CONNECTION (TYPICAL) �g FOR PLP H G U 5 T G N, Y H E R El Intrnor Uesign OG3 SepuOlveda Blvd. 3 6 A— Engineering Group, Inc. ]5 Sunny Gl 3IonUo—741 .slTa, 6263 .pelrell.com ! or oe , t 2o2s FI LA QUINTA RESORT & CLUB 49499 Eisenhower Drive L. Quint., CA 92253 ADULT POOL RENOVATION ❑ POOL MECHANICAL ROOM PLAN VIEW SP5.2 Face IA PRO.fy 22a4lp N CHECK- 08-11-2023 ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM Engineering Group, Inc. - -W Grove fare Glord—C-741 52633 wv+w.pelrell... a d1� \ QUINTA RESORT & CLUB 49499 Eisenhower Drive La Quint., CA 92253 ADULT POOL RENOVATION ❑ POOL MECHANICAL ROOM PLAN VIEW SP5.3 �' Pa<M1 I:\_PP.O.fywsM22a41pwge FOR PLAN CHECK- 08-11-2023 g•• MIN. 23.4'• g.. MIN. i. l ��II "-° E..CHILLER IAMETER G. MIN. MIN. 4 a SIDES •• ` SIDES REQ. TR sg zan mn. s]sln. MODEL DIN •A• TR ED TR1 Mi. 4M. 47.251.. FILTER DIAMETER fi"HNISS MIN. MIN. a SIDES M uA uFAcronEa lTrv.j PER (12 llnl EMBED.(INSTALL ......... WITH 3-1 ES HLTI KSTZ2 . .. .. �j EMBED. I� j 1III MAnuFAcruaeR mvi PER (ssDOlm)� MWDEmeEO FOUR VVTH3-114" T -p u Z 1T1'DIA. S.S. HILTI K&TZ2 WITH 3-114"MIN. EMBED. TNro (2) TOTAL FouR�(4STBOTAL ................................4..............,....�.......Jl. PER ESR-426fi) .1"....._ ._. ... ........._......... -1 I (INSTALL PER ESR-02ES) . ' (INSTALL PER ESR-02fifi) 4• HGusEKEEPING PAO , , ) "'•� I` .., I J/' 4" HOUSEKEEPING PAD p u 4•HOUBEIEEPINGPAD W • ai y� •Mr WEIGH`-551 .. < ..... �'� .11... ..., u a <� H O U S T O N / T Y N E R .. e • .• ••. ..s.. .e a ... • HOUSEKEEPING PAD & ANCHORAGE - PUMP , " HOUSEKEEPING PAD & ANCHORAGE - CHILLERF,7-,72kFj HOUSEKEEPING PAD & ANCHORAGE -FILTER ° -0°' 3 ❑ 10 OE BONDING PER BUILD NTTPICAL)PNICnL TlI BE PLANS P I2E PLAN Intrnor Design 14- Dng 1.LQQR FLOW METER: f 63O sep�lnma wN(USEREDDQER ° a ALLED 1PEE,HSFsonrrROVED, NO STRAIGHT PIPEREQUIREMENT a E ICALLY OR HOR¢O11rAUY AS SHOwn ON THIS m 11 DEraL, SCALE IN IN GPM TOP 1'-3318" Dlva. 005350 1 rz•'DW. s.s. HILTIKSTZ2 NTH 32`'• F i� w _ p� 'J 3M" 101/4' tl4" ,) FOUR(4) TOTAL. (INSPERTALL VALVE SPECS: —ANG % o (GPM PIPELlNGTH 1'-2 ]IB'• Szs e1e00 9 RV-3 w 1B.NO TO 1 p 2E) EFI -0ZZ 4. I P EEP VA BE I F�AD ALVEI MUER MAY BE TO OSDRONED OR TO TOPOUT As snowN OUT As aHowN rc O m RIPESIZE PER PLAN Note: DONOTINSTALL MMETER STREAM OF CHEMICAL INJECTION OR HEATER 11 I I IV RH FRONT SIDE BACK 5" 5" MI MIN. MI MI POOLCONSULTANT IM Patrell HOUSEKEEPING PAD & ANCHORAGE - HEATER . " 4 FLOW METER ;°°o' 5 CHEMISTRY CONTROLLER - BECSYS `- ;a s 111111 N FIT 11) O TIMECLOCK ( IFv co NO�I IT SIZE I WIRI NCI O RING ER 0) STANCE&HP. ALL VALVE B [" CONTROLLER LINE LL g�.`LVEO ]fit SLI, GrovelanR GINYJ...Ca9T]41 52533 •nw,vPISOIL.. FFF ® nE EMAn swR-10 CH mvLE°' IVHALEH 0 PANEL SP �v.E. OFW'Hq.i AND AcuuM� z•npDU'A 'vTVE A 'AL RANGE VE A9RNSS RE OF IrvrERCONNECT INSTAL LI I2GRDUNDCONDMCTDRINALLCONDMITs &BEFORE HEATER / i,1TL1/ —` FILTER CONTROLLER ❑ LA QUINTA RESORT B CLUB uefiER ALLGAL=ED METALUITS . INTERMEDIATE ELECTRODE �wIR vER gPEca 4. 99 Quin.,CA L. Quint&, CA Eisenhower ErcocK MODELagla, gRAss 3. REFER O EQUIPMENT •OWNER'S MANUAL' FOR INSTALLATION/ W C CONTROL svEcs WALL UNIT 1 AND RESPONSIBLE FOR A FULLY OPERATIONAL BrsT CM. zalq,lc O 2.. FURNISH ALL LABOR, MATERIALS AND vuED. elee ADULT POOL RENOVATION vmSwlrnanueeERL'INEN AND cocK. COORDINATION OF WORK HERE ON sHOWINA 2 2,1c --- uNlou El MECHANICAL DETAILS 2 EHREADEDI MMAY EMWEEM`�`�RCRDGIALVAGDUMORPRESSURE PANELS P GgALLNALVE T ry ERCONNECT •_:_._._._ ROLLER 111PLERETURN ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM SP6.1 PRESSURE / VACUUM GUAGE F.FT7TDI ELECTRICAL INTERCONNECT DIAGRAM .off' B SAMPLE STREAM ASSEMBLY : s I., ` PR° -04awfi' ISSUE FOR PLAN CHECK- 08-11-2023 (BY OTHERS) ER ROOF BEAM FRAMING PLAM THREADED ROD CONNECTGRS CONNECTOR TO — THREADED RODa Nu FLANGE of eEan PI NG No SPACED P IZED PER PIPE SIZE PE PIPE PIPE SUE PER PLAN 0" MAX P2101 CONNECTOR (WP 2IG lz)1 z^R2(ESRMse6)r GHT LT CHANNEL OF UNISTRUT e CMU WALL v F f P2101 CONNECTOR) UNIURUTP 12I1I2•Rz-1/a•Mw. EMB. TO CHANNEL OF UNISTRUT a CMUwALL T Y N E R PIPE SUPPORT FROM CEILING - CLEVIS HANGER . ;a PIPE SUPPORT FROM WALL 6.;.0 2 PIPE SUPPORT FROM WALL FFr3X7❑ PIPE PER PLA P240A Me 38ST I TTD NNISTRUT ITRU IBT OTnER9)LwF BEAM f2Rn�.) Be'DIAMETER RODS BR�cemP PIPES PER 2.) "DIAMETER 7PLAN TTP. BOLTSTTP. U.N.D. (z.TYP.I 66aA .Race-P. z.� P1o26 CONNECTOR$ (2)112" R 2-114' MIN. _TrXB3 (ER "s; 0 PER PLAN 10'-0" MAX Intrnor Oesign Sep ma ai�a. sosos 32Ls-3O5 azs e�eos MPERFRAMING ON TeT`111 EA. uwsT(RUT�vs OTHERS) En ONaNNELNUT sIOEO BE- 011 IS PIPES Max.) TYP / eMP.2C BOLTS TYP. U.N.D. wnc 9'-g" MAX ELEVATION Sim ELEVATION ax °oTl'reRs)LwFBEAM mPUMSTRUT PLAN TYP. PLAN POOL CONSULTANT �Patrell PIPE SUPPORT FROM WALL ,-_„a. a PIPE SUPPORT FROM CEILING ,!%E (EXI PIPE SUPPORT FROM CEILING ` a" a - PIE Pipe Support Manufacturer ... eoulrreEMr ee• o -MATERIAL ES,INC.-ODS 592 PER RESOURCES, SUPPORTED PER M MAERIALRE9DDRDESD9 Material Resources, ' _ ° CONTACT: - ASSHOWN Eseo`aee' °iT °-0T2T STANBBN ADJUSTABLE PIPE SUPPORTS DN MECH•L eseyF°�oe?�°co, Pipe Support Size Table... Roots 5`V SeQ N' Suyport Strap iAreetletl BeMAeM E^lens or Mr0NL �rrrr r�p� p PLAN tVJeeo Size Size Stud Size RMflntl to fl'r RWIMaa�I RRL OOOIMMI 2" 091CxS t'IS d.0%02V tx*Q T' rrP1� ly A. ON 4"FS w oOHraA.T 0. em r J J ) „ 10" E-TTHE O P 2.. o s No zE TO FIT 1.ERTTALE PIPEsranO To THE CONCRETE 14" OBtYxT Iltl vH B"xe'x05" 1"BCXM 95• ITo BE RLOOR SUPPOED H sfl 16" )QFXY 4a 8 xe'r0.6 t"tC1* 9.5• L- PER18 tot/ Oi5 "' T" B xa x05 "HM 10• f MECHANICAL ECHAN AL g,8 ANCHOR `MBTHEPPE SUPPORT99HALL BE FORMED OF sM OM BOLTB PER WCTILE RON PIPE WITH ELECTRO-GALVAN ZED w Dwcs o.•mLT •MRBrz Fnlsn Arvo sHAU NcwoE NEovRErvEL rveR,.,„.,,,,,,,,�„„,„,,,,�,,,,,M EL. A FLOOA F D a39M�� m.Mury •. �.„„w„„�•w„ S[antlen MBAel 882 SBOUle Suppflr[Pm9uet SpooplcBUfln Sheet L ,„�,�,.,, . �+ zrm.-w z /� _ 12yT�l \ m•' '•' _ y„p^'• MATERIAL RESBUflCFS. NC. ( ) T "( N6gy6Ty2 1BBBTeyIOr WBYA1001 E .UC /soe)s33 ssaT P9 Box 2W WWW.STANOON.NHI' FM'..... eVS.11 B711B PROTRUDE L �35d05301 �p®yry eTi DREGDaL\ Rey \�Illlll _ dam' Pr y rB�r xnmrmal an I >_ I vuL-i ^ - EpOOpN"1ofiTULS s pp :a'C p urcwxass s Izrw so DETATABL S . . GF °3 urcwexcs a rum ° a ��raa^rmsl p6P�NG RY ALL PSRTae sSELow CONCRETETAMONORTITEN wm ss Fasre^erz ^ PU Fa I. H 9^er aaa al^9e erelNpra yecnewe REOU RE INS ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM 751 sLrW Grove GM^a^m.°-741 62633 wwN.pMrell.c^m a UB 2�3 Lj LA QUINTA RESORT B CLUB 49499 Eisenhower Drive La Quint., CA 92253 ADULT POOL RENOVATION El MECHANICAL DETAILS SP6.2 PIPE SUPPORT FROM FLOOR ;' PIPE SUPPORT : a 1.1` PRoxw 2z-0`awg' ISSUE FOR PLAN CHECK- 08-11-2023 o maws E @ VENTTOA E� IPE as snows elm Iu SETEoaaoME L- -J j� DIVING eSHOVINON 8 EYEWASH STATION- yl 9 @ PIPIN.PN a LL I �C/' C' a CONTAC T PER -ENO8 8 T02G O.C. E PUMPMFRA111 THPLASTIC INJECTOR BYUBIG UED -H a. MET E I METERING PUMP MFR ► STEM o TO SPOUT , DETAILS CAUTI N11 NO LIFJGIIII�JD ON 0IIIIIII o u s T o N i R T Y N EIT ELEVATION p. SECTION I _ — , , �NTOP-F ,r< TGBEaGAPTEaa FEATURES &BENEFITS 1 ILAveep vove1Poure mnk ma mime eo�nr��Io� a'i�a nr am 4ll+�Dv 1�re is AS CHEMICAL SUPPLIER AENT�/ TM08PNERf �" 1 I 1 , •® Intrnor Design mar Ia N �; : d aatl �e has BmWnl. vmmie mo�nl ry env ,.mwa ano TBW�LAna BILL(4) O al DU EBBS63G AIN TOP P_T1� MEo�� Eoa. THEPUMPMFR FOJR� A Y. i0 P.Y. PACITYPOOL"'1 =eP PeHa a a. SPECIFICATIONS OPTIONS na nn�iyciacraly a �� pavcinNcre isi� m� r�i�w nas oia:roc cream nc m: wn� .z oom nu U .e nmm`wo`aa�°s11.�DV.N� 1111v ens`pr°` my � v � fBe e,i »•a N�xb mm�l�nm inn�aa APPLICATIONS FOR /ALL 11 TON MECH RM. \ / DETAILS JJJ///� \/1 %� Note: SIGNS MAY BE pEASONS NAVING CUAAENILY ACTIVE OBTAINED AT POIICE:' DIARRHEA OR WND RAVE HAD ACTIVE ,arWpoolsupplylimited.co FIN DEPf: OIAAAHEA WITHIN iNE PREVIOUS 11 AABNAIN;: GAYS GNALL N01 BE ALLOWED i0 PN13&7M ENiEA iNE p00l WAiEA. PDOLAOORFBS: a s e�eCG - s Ff, :Imfiad la�Emamen�°Em,a�:N,=,WPmem.All Note �� _i PURCHASED:� icon°Tncr: t.-B.. e. �` y_ naTea<o°aal \\\_/ POOLCONSULTANT IMPatrell PORTABLE EYEWASH "a. 1 CHEMICAL FEED SYSTEM .ate' 2 POOL SIGNAGE " 3 Egi"11dng Grocp, Inc. TS SNDIfr G.— RED A Euow r IIAZ■Ml ft ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM CONSTRUCTED— 1PCAL ozSyBRASSBA-L Pftsss FITTINGS GwDaom.C-741 fi2fi 33 xw�v.pelrell.com m a a MMory NAME HEMIcnL Hun coM cns» a oa u JovEN c ml leroaneervs usL� c �"�E �M�r RROCM IRRITANT ME ualAnc as aTo a Dc oc BILL Azwft BRAY SOFTTOUCH to NOSS Ne V_1cL 2CI AI- sv s LA OUINTA RESORT B CLUB w 1E LEGEND CARBON DIOXIDE VACSPR1NGCu0GE vALVE(TYPICAL FOR zI Ft" BRASS 49499 Eisenhower Drive LB Quint., CA 92253 • DAN BE LETHAL onDUER. D» a AMENT-URY r, asL IleaPER NGo.amD. Ac. 2 p q IC WATER vft BAL VALVE BRASS(BIaA TYPCLPoft z) o ouacs FR TER COPPER BGGaGE ADULT ADULT POOL RENOVATION ❑ MECHANICAL DETAILS 'ANz —AP—TAT.. ESIDu Ic BSAT.80 r. s' LD HID oR PRESSURES coRRosrvE. coa Gnoesaraeo Eaw r. E ALNALI a H vALVE 1'Z HOBS BIBB CRADIATION ® oosa SODIUM HYPOCHLORITE MURIATIC ACID 1. SIGNS MALL BE IGEI AND COLORS PER 1. QUANTIATIElIr "EIII„� DIND E=EEDOHEDBANT• EILI EDINIac L.MEaI:E SP6.3 HAZARDOUS CHEMICAL SIGNAGE 2— 4 FILL MANIFOLD : s '' PRo Mzz-04awg' ISSUE FOR PLAN CHECK- 08-11-2023 PER EDGE DETAIL POOL WIDTH VARIES PER PLAIN E-MIN V-9- DIAMETER (APPROX) MAIN DRAIN 6" MIN �Elen ..... PE-E PAIP..- 1L.W1nro AIR SUPPLY GOOSENECK A ... �'NE.KI"A.'IE�'A..AP"�lp.'EL' ... NEA. HE R. NAIR.AP :U.pp.L.y.p1.pI11 ADJUSTA IIPIN E1E.A 171LPEEFTTTIN. INWLM.=E.EN PIPE -PENn= FS. N"ILL .. WIT, "E To .E.E SHoIWN N,=I" N Un1AoKA.E W,TAL M' 1. O`�'A T� -A P CITY OF LAQUINTA BUILDING DIVISION :L ITF I I HI V a — !('IL'N E �N _'P"E. _11 UE REVIEWED FOR CODE COMPLIANCE _0&0-024 -D C. • IN 2i NOTE: EITE 1 HALL R.UH ......... SOLVENTWELD AAIR 21ILLD 11E A LL E " LINL..EEEL..._ TUN"P_sn' N VIPI.AU wauINLET FITTING NOTE: [MANI Us PER (LINE. 11 ITIVE, n1 sV ADIU. E "LL11 E 4RO D I"LETIIHOT PNOTRUDFE=.AN 111114n EAL ALL.ITH -1 FF1 -Us 11 H U T 0 H I T Y H E 'TN ..... . IT PE 27.,�l HE ASIN AND ENA SHAT D' uAl 0 11 IINIE IEW II H'NKF TE ROUNDED,AND SMOOTH HYDROTHERAPY FITTING NOZZLE) -IC 9 .",.PA "" ZEP- .BODY .T."E'"A"D"' A" ' ==IINTIAH II-11111"11LIA11SM11 ALL 11 EQUAL BY THE BUILDING IIUITITUTIONS MUST BE SUBMITTED AND APPROVED OFFICIAL PRIOR TO INSTALLATION OF THE ITEM ILLL o CT: WALL INLET xeHYDROTHERAPY JET r'A2 MAIN DRAIN TYPICAL DEPTH MARKER TILES DWp#, M.TVWr N. NoTE.*E POOLWIDTH PERPLAN PER PLAN VIEW IN FTIMOND-At' EE.ND R,WATERUNSS1STE.NOTES.NTI1E UNDERWATER LIGHT DETAIL FOR 1CAL ELECTRICAL REOUIREMENTS POOL -WIDTH Intrror L EN ROE r RnUow PP t E To, NO MMET`Ly0 L .....=E XILOCATEDIN PA NTERAREANEARPODL -CONCEALWITH NTUNG VARIES PER PLAN 2G30 EQUALIZER GRATE AUTO FILL DEVICE �,LLDEVIOE PUR 1PHD , ISS C ... PLII-ER AILI CILI AIL ill 721 UJZj PLAN VIEW TOPOF DECK EL. EU.-_- . A.IE ..Do".."Al..' no U ..WHITE _C J1 IJO AT ER '$iEUFF, E 7" N P P 1ARs 12E 32F A— R'LOW 111E.NE1. I R.-E -ITTI to] _r _r 31 C -C f _V I J.21 jj �j 0 ,-- � 1+11131 VVE .1 C.I.NDUCTTI.ISIN CUUT I ECHANI L /,I, 'd xI BOTH D T RUE "I C' �o 11i P""xs PIPE N E14 Of IS 1. L-81 up 111L EQUIPMENTSPACE SPEAKER UNDERWATER SPEAXER PER W=1 So IIII ::::�Jpj. 1111 P.ROEPER CONTACT: US POOL TILE 6 g ALCONDUIT i T LE" E A. PER ECREONICS' PATUT 916 DE MH URWATER IIEAKLE�FS. L US_ STA. STEEL NICHE AND 3RILL NOTE. POOL WATER DEPTH MARKERS SHALL CNFR' To CALIFORNIA UL.,N....E TITLE , .11AFTER.I., P0_40M EL. D I CONTACT: II II iIIF IIH�uANT", PARAGRAPHS'= ew.NR -E RESISTANT WHEN LOCATED ON THE POOL K. ELEVATION I SECTION - - - POOLCONSULTANT IMPatrell AUTO -FILL DEPTH MARKERS / N0_DIVING FN=T55 UNDERWATER SPEAKER 77r67,= E",i"1161, 11u, P, .6 "IA-1,1* "AICHEI Al- ND=ILIAR .-k LONG REQUIRED PER ADA jTYPICAL(4) SIDES) IFT =M.L... ADA SWIM LIFT -'s EPECTIRUM SWIM LIFT P Ps"""'T' MOD- FREEDOM 6 PER POOL -WIDTH VARIES PER CUSTOM IRICK `F=.100P T LOR TO By BE SELECTED ARCHITECT e 7 1 Q" 61 tB—CT To BE LANSON I`— PERPENDICULAR =1 IOLOR.TO BE CHANNELOCORNDERS OR ODISRUPTO TATCHANGE IFN ED N GIPrn(sd...CV91741 _3362 PM PLAIN SWIM LIFT '.N 'A 1ALH E R T . E LHFT=EQUI EMENTS-SEE PGC NGDEIAULONSHEET FOR MORE INFORMATION * INT50STANI-1111TEEL I a0l�TACT. I.00) 7.,= FT 2 "OVERHAN MAXIMUM re 6� WATERLINE TILE (COLOR PER ..DE= G UT7ERFLOON'- PES PER M.N. Lj LA QUINTA RESORT & CLUB 7 SAFE IS ARCHITECT) 1112- 9. 112" I '-D" GRATE 4949 Eisenhower Drive ILE, Quint., CA 92-� XPL.O.-(4) Fay WHITE PLASTER FINISH Oil 3. STALLADASWIMUFT SIDES) PERICRINTE OAPI�IIWITN"�RPPF.O.RIINI LA DEC LA L) ADULT POOL RENOVATION A N AN 'PTERI-CHI LIFT M FR'S RECT. - see POOL LDECK E .1 -ELOPF .1 P R T I -N A POOL DECK EL 'OPIN' SOPPI A DETALE. L._ .0 = UOS E HERE `1N Us .AL)_ D' -ET Ej NFO MAx) coN URO.0 S R PLAN IQ' -FELT' FOAM JOINT CONTI FULL DEPTH OF SI-AS MPICA L COPING El POOL DETAILS m. 1'-6' SEAT 4 C, -1 -1 1 T if T T 17 EI-EVATION BARS @ 12 i P= THUS: ==,L,.J.01NTSEALANTPCONT.)-CO COLORTO BESEIUECTEDBITHEARCHTEC7!7 DECKING . s-O"(MINIMM) Wi. THUAPSGI.C. .. In x WPRE PEOGOOeI=LCrHNTIININUIFCARC7FS.CHOWO0L CI - FT MIN. Ir F T,i E.) � Isolation Joint*UNDPERM1ERCFCGL L FrALL Plen (TYP. (3) SIDES) _ .MA NU.UMNCL..TS..CRErEGEDKLU ( HTALL loAHE C G DeckAM ISection SP7.1 ADA LIFT ['M-t7,&I DECK SEAL AND GRATING DETAIL 1.1 A ISSUE FOR PLAN CHECK- 08-11-2023 NOTE: g• PER FR SPA -WIDTH VARIES PER PLAN I 4'-B"SEAT s PsiE SECTIONS/�j/ MIN. �� PER PLAN (4'-0" MINIMUM) SPA - WIDTH VARIES PER PLAN 4 JUNCTION BOX/TRANSFORMER UNDERWATER LIGHT FD RE (TYPICAL) I LINE BE PENTAIR eftITE //% / I• ap s opa� Rs UNEftwArIER LIGHTINGVENDORSHALL MEET ALL LOCAL sGLED•w ENCO WRS(No COLOR CHANGNCR,WET ulc„E MI Uzw OODEe ANOTHENaTIONALELECTACTURaR ODER(EAME EORICM- E, 120V. INSTALL PER MANUFACTURERS NGFME MATCH DECK roo\ / oc, MLLUMINA REOU i a W - CONTACT REQUI MENTs CONTACT:., -K..—INEAL TO E� i LU PLAN sH PER D �/ LT IIR — - ----- Z. STNF f f L 60DRGE Q p �I�II aTEaILm?C) elamping equirement3: no p�T„�wET NICHE LUMINARIES ..ALL BE ERFORINSPECTOILRELA y O1. o a w CITY OF LAQUINTA BUILDING DIVISION REVIECODE WED FOR COMPLIANCE 0„EGvoenou �C ofPLMR 2eie.I! �urJ�p O L u.slzEluiAKE PIPELINE P P L A N V I E w\ _7 - - - -o 1=RMER SECTIONVVE QrvREL Eino oRDsna ERNW. X �UMIN '� EMD LIGHTING D QII_ A ,.,111 a M _ ' 'IRIUNIINGLUIMTH E PooL „ o u s T o N i T r N E R %� I• o9o�gLNF3 RCRc TRANSFORMER- pe snawN PER DETNL SIR �t.FFE INGROUND SKIMMER THE a PER.. -Afll CONTRACTORc Il lal II NON-SLIP- couou'T FRoIM PER ure nrrvo nErno aB sere• DEEP 056R S BASKET >%y� ,. srsrEM ING CONTACT www.MA— ✓�\\\'.��'�,��\\1\\l I / IITT II � I I II II II PLAN VIEW ��jEyl/C-//�� III UNDERWATERLIGHTINGYSYSTEMNOTES1. SKIMMER e ENSIGN IFft REou IRED PER MIN. PER MFR SPA -WIDTH VARIES PER PLAN BE APPROVED OL IGSSTENSMINIMUM (2) nO AND aLLcorvouis N POOL GFCL CPoBOXESSHALL coPPER WIRE COLDWATER GROUNDING We NGROUND i GnHALI_ eI.MNIMGMDRAa6HOWNQNTHEPaNNIEw. s SOLID UNBROKENTO TRANSFORMERISouiEDGRouNDBu88. TNISBuaSBNALLECONNECTEDWOE. AROUD BUSS. VERIFY WINE SIZE ANOTYPE WITH THE auPPUERr MANUFAciURE.LeD ON Rurvs s„OWN OUTHE PLAN VIEW SKIMMER MANUFACTURE BATCH DECKINGsepuOlveda (2). BARS COINT.Di UPPERDECIEL �PE.R PUN V l" SEAT I F.CAL ALLJUNCTION BOXESITRANSFORMER BOXES NU"HEREAL SMALL Vc(OILYVINYLCHOLORIDE) ANDALL RISERS SHALL BE GALVANIZEDm CALL corvou05 SHALUBERIGID, S. PULL CORDS SMALL BE INSTALLED 11 ALL CONDUITS PRIORTO PUEMENTOF ocAL, ccuNTv, AND OR CITY CODES SHALL BE ADHERED TO AND THE IN E.G.) PUBLICATION. T. USE CODE -COMPLIANT PULL BOXES AS MAY BE REQUIRED FOR RUNS EXCEEDING ROM WET NICHESTOBRASS BO%ESORTRANSFORMER.-LI..TIGPANEL.--NOUIT.NNFREE.IIRBP-ESHOWN. I_N_' ulDl MIT FLEN ORRHMDPVC. CONCRETE. SPECIFICATIONS SHALL BE IN ACCORDANCE MTN SECTION M OFTHE LATEST EDITION of THE NATIONAL ELECTRIC CODE ISO FEET OR DUE TO CHANGES IN GRADE OR DIRECTION. Blvd. 05 3� HS os 329 A— TYPICAL)S. _ B ARS ge• R SURF. �L. PER URF. ARs®eil SEAL PIPE WAAR_ O C THUS' 'I a GO To ON MINIMUM SIZES THE FOUNTAIN COMM SHOWN IFREQUIRED DUE TDDIaiAGE oLTAGEDGPTHROUGHOUT THE SYSTEM. VERIFYALLcoGDG oRaaEawli„ QCTMJ r. V I�NECTTO oLJ SKIMMER UNDERWATER LIGHT LFIT 91 I TRANSFORMER / ANCHOR A\ • • • •� • �m PANELFOR .�.��\J /�Li// CALLED OUT IN SPECIFICATION S\ • Is-EgHaL NEUTRALGROUNDFACILITY FACILITY (Ni EQUIPMENT I FRICTIONCONNECTORP. 1 GROUND BUS mf _// •� EQUALIZER FITTING EQUALIZER FITTING PER•AOUASTAR•MODELK eHPHA1N,e•ROUND WHITE J (TYPICAL FOR I2)FITTINGS PER SKIMMER( LIN PER PLAN_ VIEW SIZE AS SHOWN ON SINGLE LINE _ LIGHTING pE SOLID COPPER CONDUCTOR 'III GROUNDING WIRE I TO POOL BASIN INSULATED REINFORCING E PER F.' A NO FITTI GBPI�—LI_LL PANEL CIRCULATION \ �/ POOL CONSULTANT �FLFa.. Y - - GROUND BUS _ PUMP Stanchfion 10Patrell WS SOLID INSULATED ANY ETA_ PARTS OF ELECTRICAL EQUIPMENT IN CONTACT WITH \ Anchor En DIU nt SSme Grwe3 Lsne p, Inc. CABLE POOL WATER CIRCULATION -- SCALE GIHrd..C8 741 LIFER GROUND BUS / BRONZEEOGE \ GE GROUND BUS IN METAL FITTINGS IMPLANTED ANCHOR AS fi2fi 33 wvm.purell.cOm SECTION I —TTTIL—I I I—TTrIU—I —ICU— ED IPM NTGR UNDI EONDUC RMISO ID INSULATED CU. Note: THEPDQ POUNDED WITH Ape soup J-BOX IN DECK II.e. GRABRAILS, / CALLED OUT\ STANCHIONS, IN SPECIFICATIONS ANCHORS, ETC.) pe SOLID I FRICTION CONNECTOR, BA ECU. GROUNDING WIRE I TOPOOL BASIN I EINFORCIN/ q ''FFNNFF,, NL SKIMMER :- 00 CRETE OR FLOOR AS SHOWN EQUAL EQUAL I ELSEWHERE - COPPER WIRE (TYP.) ILL\ DECK DS-)t-2023 ^B^ _ ANY METAL PARTS, PIPE, REINFORCING STEEL LA/ \\ Lj LA QUINTA RESORT B CLUB PER TABLE CONDUIT, ETC. WITHIN 5' •Y g e pe BARECU. ed OF POOL pe BARECU. 98 BARE CU. Anchor PVC PIPE SHHOWNE N PLAN W /CON OU� I- TYPICAL \ _ BOnCIln9 NOteS: NO SCALE \ N N STRUCTURE SHALL BE BONDED TOGETHER (STEEL \ 49499 Eisenhower Drive La Quint., CA 92253 W W J fi rvcrrz TO JUNCTION / REINF'G BONDING STRUC'L ELEME \yM BOX PER /\/� 2 NI(STEEL MAY BE USED OR THAT PURPOSE) SHALL BE SPEC'S ! \ / GUNDING\ CLAMPPER SHALL eE SIZED FOR CONNECTION TO AWG SIZE AS WIRE PROVIDING ON /CONNECTOR .. SPECS 4 ACCORDANCE WITH6ARTICLE &See OFETHERCUR ENT EDITION OF THE ATLIGHT GROUNDING 500..N-PICALORALLCOMPONeNTT)HNICHE CTYP.) ONALELECTRICCOa WIREFROM FONICHE& METAL WITHIN ENTS S 1 o coven FENALL BE CES AND wiHDOowsl, MOTOfts�nESreRs, ANCHOR( a (IF USED). ADULT POOL RENOVATION ❑POOL DETAILS 4" MIN "F°RFEX1P""'�""'ORFi"nnnnOX. — I LIGHT IINICHE- NICHE DETAILED \ / \ELSEWHERE I g, E EQUIPOTENTILL COMMONBONNG GRID SHALL EXTEND UNDER POURED CONCRETE, PAVED ANDP" ED WALKING SURFACES MR MIN. HORIZONTALLY BEYOND THE INSIDE WALLS OF THE P L I SPA AND SHALL BE ATTACHED TO THE POOL / SPA REINFORCING STEEL OR COPPER / AT A MINIMUM OF K MINTS UNIFORMLY SPACED AROUND THE PERIMETER OF CONDUcLOwIG FLAenC WATE OP r GR ON IRE TO \TH: REINFORCING Niche COMPON NTS SHALL BE BONDED NCLU ING BUT GT LIMITED To POOL/SPA Niche T LIGHT NICHES, ALL METALS WITHIN 5' OF THE POOL I SPa (_WOES FENCES AND Metraflex etrD ex,; Connector \ DowaN ALL MOioRs,EHEareRS Arv0 FILreRa, HAND RAILS AND AUTOMAnC POOL r SPA onnector D R6 (WHEN USED). OV CHICAGO, ILL Is a063z - NO SCALE NO SCALE ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED SP7.2 WAA BYTHE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM PIPE SEAL TO WALL ` a BONDING DETAIL : 3 I., e PRo W M22-0`awp' ISSUE FOR PLAN CHECK- 08-11-2023 PER oETAIL*HOWN PER oE;nasQ"°wN TE" IIN CONNECTION cess I°r1UA5 csss .PRE EQUIPPED e I so ER SEI O DETAIL* ` R III S Bounce SAFETiGo � `SEE R 1I'�9a- 1 E"cH J ?ti_ Ar rcE®ea mPICALALL WALLS) �— = � / \ µR BAR ®fi• o.c. EACH WAYICE- In-L-w-t AEIELDDNTR of rnudErtL 17-7 -- -- -- --- - ° R EQ. EQ.I II DE rAILW ADD) L GOOFLEVEALSPACE EQ 4 EQ . W _ I III C.(TY I I PROVIDE FLOAT �^ r DF IN INI PERSTRUCTURAL NOTES THIS ) ° SURGE 1I PEUEsI: I 14 1 I Pp"(=E I s 1 7 w A —r� T lel— FLOOR 5(.W. RmoF' E $s S L PERP`ANE hE nEncuN WiTWA SHOWN JII' III ,rPI�:E°o o� o=E'll DDisA4BARSATROOF W - °=I'll °_=1 PENS RATIONS, BHDwNONP ANYIEw ERE M �o' aIN 11 N �Foazc�I:w wl a I wl W do - ��J- WAY (CENTERED IN WAY(CENTEREDIN OOOO��\\\O\\ ROOF) R009 �u EACH �u= 1BARS*B'O WAY to (TY. , WAY (CENTERE�C (TYF. A, ID"WAUL io. nmeln Iml —IIIII�i1l �IIi111�IliIl�wWo Wlll l��illl�llilli �WJI�IwI �W �llillsw FaBARs®fiD.G.EAGH�II—�I _—T° II�l S —IIIII �rFOOCIENTERED IN �I I 38"LAP TYPICAL wATERSioPIttPICALI Confined Space Entry Sign t Notes: ACH FOLLOW ENTRY CONFINED SPACE ENTRY PROCEDURE =RING BEFORE ENTERING SHOWN SPACE ENTRY SIGN OBNTAINEDBE SIGCONFINED CITY OF LA QUINTA www.amaeoa.00 BUILDING DIVISION REVIEWED FOR STRUCTURAL NOTES: COMPRESSIVE STRENGTH OF soon vsl u.o.N..:B.oar 2. ALL REINFORCING STEEL BARS USED IN THIS STRUCTURE HA No EuuivnLEN„o<eax o ame•Exs UNLESS OTHERWISE NOTED. ALL lEl"REDINTO AD RTC REINFORCING =,O_L,.7 RREG.SRE ER ACI SHALL nu�imua EIE SHALL BE USE CODE COMPLIANCE os�oenozam DC H o U S T o N / OF ROLLED STEEL "ANUFAC TlIDE THE WILL Te COMPLY WITH APPLICABLE A.S.T STANDARDS. IIULLC REO aiRED MUSTBEAPPROVED BY THE BUILDING AGENCY PRIOR 3. PIPE PENETRATIONS THROUGH THE TANK WALLS TH C- UNKSEAL". BOTH METHODS FOR SEALING THE PIPE PENETRATIONS'RE DETAILED ELSEWHERE 11 THESE PLANS TYPICAL). TO BE WATERTIGHT. ALL joINTS SHALL BE SEALED AND ALL SHALL BE CONSTRUICTTED WATERTIGHT 4. THE TANK -AGUAFiN.INC-OR SGRFACEeHETHEBAaNDET :�HIs ow�o�sE�.,T�Iw:H HEa DABHEDLINE.ttPIDAL, CONTACT wqu= BLUEBALLROAD,.,BDELKT HARYLAN_S,aDBeD VERIFICATION FORA u TO USE SHALL BE TO THE WALL THE INTENDED WATERTIGHT SOSAS To BE N. T r N E R Intrnor design Sep°ed, .roe o a 63 30G 50 3- A— ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM Engineering Group, Inc. ]5 Sunny Grove I.C. 1P s., s,Ta, fi2fi 3 .Petrell.com a \ QUINTA RESORT & CLUB 49499 Eisenhower Drive La Quint., CA 92253 ADULT POOL RENOVATION POOL DETAILS SP7 P-n — PLAN CHECK- 08-11-2023 eYMTEPGJPPLVWCIAVAL FILL SYSTEM CONCRETE { INFILL PLATEOOTH e9JFGECHAMBEP ACCESSUODEP FL OPNDLE 'I,REMESH -ERIALING �ro Y �m.�- , -F "••^LADOILI IIl M SURCE 1-1? pA ,� 4, - ®0�.13NL LADGHt LWNOLTLETF- CIVMBERACCESS CON LING �„ n ®L/1L90l lblll t ^ HRITP06T OLMINIMNM XSIOR RPN PG 14N a OCR ELTION Lt MA a' MwMHMSURGE VNTEP LEVEL D 1®RP RNGe � + 20°CLEAR OPENING -TIGHT TAN VIE'Jd PLUG IIIN.L eROO�ET TYP CITY OF LA QUINTA MNN OIUIN SUCTION RPE wT1-RECREGNDSFLOAT v u RGEPERPuw L EINE 1 RGECHAM3ERSUCTI6x NRECIPWUigN PUMP sTaNLELAML SLAMLOCK �RSM 4 ntmrz 'y KKETt9) J, ospL -1 BUILDING DIVISION REVIEWED FOR ®a^0.RF: sp FLonTsio HMMary oPERRLIEVE § TER IEYE SURGECHAMBER PEFE H NOTESS MATERIAL ALUMINUM W-NLESS STEEL BOLTS, NUTS, SPRINGS LOCK HINGES8HOL0OPEN M IR �{ �,y. �(,Sy'11ryyy�� 3 ® 11?MY4l lTOIDAIO RRR aw"mucim TIP. _� : y:. CODE COMPLIANCE -0=4m �(: OPERATIONALLEVEL CIMENGIONSPEFERTOMB R FORSIRGEe STAINLESS STEEL AUTOMATIC HOLD ARM. 2 LOPDING. 20D PSF Loms FW,yyy�Ly�g1L�T „ 'y �TRMIICS OPEN ARM wTH S BITUMINOUS COATING IS APPLIED TO AREA OF FRAME IN gpOF49pOq�T �� C STIWNG USHIN OPERATIONAL ASSEMBLY ESTASUSHINGOPEPAigNAL - REDNNYLGRIP CONTACT-ONCRETE. , v ^_q. TIv FIK - LEVEL.FLOATASSEN- C�SHALL CIRC PUMPSURGE CIHAMERTEESUCTON® Si N7LE5S STEEL CO INUOUS HINGE p. y. TTP. Y:-•'`��• •.`^e:: •.k•; H O U S T O N / e FR...SELANDEx - .. STARLESS STEEL SPRINGS ": - _TPsa3Dam33 ALUMINUlBLO1256s6]3. FABRICATION INC.PRO ei Nn T r N E R INE MATERSIOP SEALAS SHOWN PER SETAL 4 LTVRCALALL PIPE PENEFR4T-) ' • O SECTION 'le ".r SURGE CHAMBER ISOMETRIC SCHEMATIC ME" 1 SURGE CHAMBER MANHOLE DETAILS" 2H, SURGE CHAMBER LADDER DETAILS -0°' 3 ❑ CAST4N-PHACE CONCRETEOREONAL• GNNITE WALL OR FLOOR AS GAM ELBEVrHERE FLANGES PIPE SIZES F-EVADTH 1rziOTg3' 'rz O ISOLATION GATE VALVES SOURCE APPROVED REDUCED PRESSURE BACKROW PREVENTER PRESSURE I-EDI-RACED PRE -FABRICATED LADDER Intrnor Design ,, W'6plIALri vJ � sm ^•✓.. - - - - w 5 a •• ' MILLI TR�11rL Wlk 6"T012" 1 81ARGER DN- III I�Hi I123 Y1? IJj�j ISOLATION GATE VALVES DOMESTIC WATER SUPPLY COPPER PIPE TYPELVMTH'ZURIN"Z-t)00 SIZE 200 WATER HAMMER ARRESTOR EXPANSIONJOINT ST BRONZE ANCHOR SOCIo=T 4 SS ESCUTCHEON PLATE *NS#3 PARS X I2"LONG _,i T YPICAL STAR REINF. C30 Sepulveda Blvd. 0026 f ISOLATION BALL VALVE CFI-CIKXSTAIN11 AL LESS STEEL2 Y1A19¢ Lfl8 p�� 305 TfU(310 O 326.9805 vA OAT IN STILLING WELL ISOLATION PALL VALVE ••• - _ gV-AL 16 _QUARE NE-PRIB � •- LE (l VP. ALL P DECKEQUIPMENTANCHORL PER TAILS - -- .• V - TYPICAL BER/IM FLOW GUTTER PER DETAIL M• •'et":A" - - _ MIN. •�„ _AL - FILL BALL FILL IN SURGE CHAMBER EBASS VW AIRGAP 3ISP25 f ,1 C PIPE GHOJUN ON PIPING PLAN - RUBBER BUMPER' SOL-TOR HEAT •' SURGE CH�TIONAL OVIDE WHITE ix1 - -_ VrELDEO PJC HINIE ON.SO. LEVEL PIT. TYP FASIT MIN. POOLCONBULTANT IMPatrell COUPLING. GH_ WATERSTOP DETAIL " 4 SURGE CHAMBER AUTOFILL SCHEMATIC :ate' 5 LADDER " 6 — %fi,ireerinSGroup.INA- Pool PEPNETER ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED Z61 STr Grove- G rd—Ca91741 62633 ..P RP,1I.com HC-L-ERLEVEL BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM -NSION Jpxr MaTER UNETILE Poo- DECK WATER LEVEL A.0.' MaTERLLVEL �W: : • GUTTER PIPING 11-2.3 ALA QUINTA RESORT BCLUB II I—•'—•• III I I• sSH GN PIPING T — =1�I—III - 99 Eisenhower Drive L. Quint., La CA 92253 _ I I I 6" 1 SUiiEfl OUTLET BO% IS - 12'IMDEX-lCNG ru -GUFTERGTTLET ADULT POOL RENOVATION —I — e xo LEIX RANGE =11 ` SLOPE%MCNARSER IN. ❑ POOL DETAILS GUNREPOOLSHEUL - I�I I � • RNRHMUCIONATSOF TgECsOU(GRAYNCOLORS ELEVATION SECTION SP7.4 GUTTER OUTLET s.�'. 7 a mn I:---1211-,A, ISSUE FOR PLAN CHECK- 08-11-2023 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DGNTING SPECIFIC NG16: QQ EHCR w INEN'S A/N' MD NEN's a/x uaR 1— PON 1 eaF�eu NCExcr MIN I Al CPEPAiIC RNTUREEE s. EM' Pf 90E ENEPGC£NCY E-ENY, 90 \l r SPECIFC NOTES: I 0 P1R To PRIEL EQUIIPMENT CI- CI 'nrovaosNaoIr>in on arelaro NGH-UNI =LN �NI @H. ❑NOLLGDNDNIIN E 1 7 T - B H p U S T O N I T Y N E R _ \l E NORTH LIGHTING PLAN 2 ALL OF EQUAL SBUSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM I I I (EENANEL — s PUTS N o — I I I NORTH LOW LEVEL LIGHTING AND POWER AND SIGNAL PLAN FPT, E, T 1 ArcM1iracNre Interior Oesign ❑ Le Quinta Resort & Club 49-499 Eisenhower Drive La Quinta, CA 92253 Aduk Pool Renovation I❑ RESTROOM/POOL EQUIPMENT BUILDING PLANS -ELECTRICAL E2.1 IPA PROJ�LpR22-O I VwgsWdulc Paol