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Home My WebLink AboutDRAWING #_AS BUILT_2_4_7400 RIDGEWOOD AVE. CAPE WINDS CONDOMINIUMS SWIMMING POOL PLAN■ eouipmENT U,5r ., , . Lk ER x O a YIC/NCi F THE POOL, HAYHAVING^'s"BCF CLtoRta GRO /'r- r Ir 4, E AMIt A,N GRADE 7'O PKOPxDE FdA 1HE P,�°OPER J 'E R P9/IREO CLING -, %IWLtNC3 TrG19' A VOLUA•!e OF 33, oo 6ALLON5. A 6 TOUR T[/RNOVER A7' A - -- _ Ilk RECIRCULATION RA7'c OF / GPM PER ,5'OUARE /007` OF P/LTEa 8s ®a y yvATER cent AREA THE FOLLOW/N6 E04vIPMENT WDLL 6G PROV/D,EDo Ew4s e �ERAA� st x•5/ �Nr OTY 17-6"L3ESGi/PTJON g Yom. �/ - _ LAa'a, w.+ lir +/ALC -'w7 MC AP I -1 Koa.`a-L r` un711i - ✓L'xr roc• - FILTER ELEMENTS C )r qa L e HP/A I24U+t SO 1,9H EcnreNJ I '° L , MAIN RECIR PUMP 2- tr - _ +::'` 4 rv,,vI. « VACL/tim PUMP 13K"aEeutA•rvI'll t'A 1HP /0 W S 57RA/NER• .'7i3 /Ter/,=y a z// 11 d 'V rr EFIC.iI �il d 'C FLOW ME TEA A3. ce,(C r1L//7F ,A'=B0<�'�t:'t' /'E F- 6'lcA rrH y S EA6H HAk rfACUUM GAUGE;: 2 TACE. r 4 CHEMICAL FEEDER I -'if ' t V CH'tI41CAL a " .-4e AAee AL 7A&/AC(�- f �� f9 a L J S A" i " - - iIAR%.AEE' t"w'ATdddres I MAIN DRAIN GRATE FR Ag1",e IFS Crx" LA tA,H wA. l.'} PUTTER DRAIN FiTT/NG5 `� v��r' X 4'PLA.571C OAA7E'5 �e FIANDRA/`r�-1 E•. I IE PLA.571C _ A0 S L 89 " STA/NLE.5S STEEL I%'E'DIA "'/ANCH'9R �tLk TE i .rTE IAv1k:Ht dx �rarrc_ STAINLESS STEEL d STEP, u&A',ROLL 0617`60 A,L . dla .''5,i1VWA/T*61Z;W5 4"rUICR CONC fVO4, tR `fCRA1✓NNNTMA3 WIREYSTONC F/NSH OPCDP/A/y VA/SiDAANOCWA[ L S. FIN -- . U' 2 + LADDERS ROPE 3/4"DIA. POlv';7'HYLEA.e' PlN',f, II L'; Pa,11u NPIN, ,WALL EA! .LHLbLIA 44fPUl Lx r�'a rlElantN a uu ir,^;ultlukwa 'mP,41 bL "LAT kC I,I'ANS Ilic. <. ALL PIPING H,'_l H PREL J,Hr -L9`ED AT des Pel vFlww Tr rmlr•rY4Lulrn. J. ALL 4VC PYwE HUn7 BE ICSH .tY•1•i7Ct^I Yu FpyW PDTA BIC uiATEt4, 4,ALL PIPING MUST CONFORM OTN LOCAL CONES. 5. PIPE 'SIZES MAY BE INCREASED BUT NOT DECREASED, 6, PVPINL UNDER POOL SHELL SHALL BE SCHEDULE 80 PVC OR SHALL BE ENCASED IN 6"° OF CbHiRETE. - -. ALL Cde}La x'o-e^d06 .%LCJ '.IU%L,L HL !dV•T•e�KY9 d re;Tl Pc,u T''JIE ILL:A'TI VALVL.. ,`SFE w:.: A_CLITAHILL1 RETI-PN FOALN 00A4}J I T4L., yaTTLR L'%rS, .,F'➢PLMI;R IINLS, LTC.- SHALL EACH HAVE VALL US LLSIONKN 1'0H Z kACUUM F/7-7/NGS j, -e- A 2" PLASTIC vv1P UCG Z HDPE HOOKS 3,;4" C PB 2 CUP ANCMC'9.5 CPB W/ AL STA6LE BOLT 4 FLOATS 5 r 94" PLASTIC Q UNDERWATERLIGNTS 300WAT7-S C4EAR6EN5CPFACE9/1VG W/IGl'7R. I NAND SKIMMER PLA57/C Wl/d FT ALUM HANDLE / BRUSH /B" NYLON - / VACUUM CLEANER s POLISHED ALUM "P/40F7' FL g4TPNG'/OSE / LIFE /4001K SHEPHERDS CA:VOK w1/6 FT ALUM.. HANDLE 2 LIFE R/NGS 95 "DIA �i:50'FT %d'POLYETHYLENE KOPES I WALL BRACKET SET ANODIZED ALUM• W'/MOUNT/NG AACH;�SC-YEWS / TEST KIT DUPLEX"CL, SPH,. COMPARATIVE COLOR I / 74of /N F/RST JTE� FIYD/PO-STAT/C /CELIEF YALYE 2" PLA5T/C CONTRACTOR SHALL PROVIDE A TEST CT CAPABLE OF MEASURING FREE AVAILABLE �- IN VAK-Pie AA 13.1 F1L7EQ-L.Wrr I VOLTAGE REGNJ/REMENTS "/LOCAL POWER; CO RDER/NG Pu S. - � PWREO CY7PIN6 WY tlUFF CO(14eE0 FOs`JL IACA • GROUT OJfRRcTHICK rEr our ATER LINE POU ED COP/N (UgrER 4/NE EaP .orNr &'X(.' CERAMIC OLE 4. 4 CONT ^N!X•1-SLI ! H n N EI � MARCITE COAT/NG t"'Aaaa u NOTe see Bultr /N Carer fTEP DE 7A `VAC INLET • �.p• c Bk LRW " ®CPTH HARKEN RUTH Si+FnES OP et7P11NE H LENTEN Or DEEP END i" ra3 d 4'V POOL WALL REINFORCED 4 w ot .i?7+'E: -._- /O ' Oi' EACH IWAY --si / ° V e",.SgE DETA,L BEkOw°) SHA"oi, tND � TL, yCPTN F OCR/ i,VACiS RESNF HYorJ 0.0,413 0"OC tACH NAY at;Nit 0,40w-^' u IIff ,!,,A `.A'd "uHkt a,vlREdtAIV NIC 41AR'J N IW.,r,A,a Ji B+aAv?�`A'E'.Cr JE"E hA�frAP l7KA/N _ q c�A V4APED A AnxN 01" 1C' K!S 1 s =S.r ,Tn011v ,r"'Hk''i PDDt,. s°JCrTE .aIOJL eF.9'N3 r.R.,VTEL' Cs' d+"N/TE OevCRETC ._ _ __ __ MxN �aMPRES �xw�E .S rREzvv TH ddd:d lAu,! AfNRCIYG' COArlNC+ MARC/TE C17471NG jl \_ -„�` GRATE I FRAA•K e:4 B 4 U•'3 EACH WAY ".. PLASTIC HYDROSTATIL RELIEF /N GRAVEL BED W7^ E �PFNSrO,L'✓O{AlT '74°5 cnvr„ r o Es• EENDTN DOR NP_ WALL o. 6 d BFRS/N�ORC/NG /O" 0 EACH WAY ,RUN VVELL POINT I./WE TO GRADE OUTS/OE OP POOL DECK • �`" CERAI•D:C TIIyT, TIED A -' STEPS SHALL HAVE A MIN NUM ' H '/ Eat OARS N /0 C, L H WAr Ira 3tnFE OREAKI -_- .. I RIg T0.EADffNWIDTH OF TWELVE 'RICHES � TREAD = _ state - %z'" _ HN LpENGOF OF TWENNC GENERAL r NOES: • Y A�NOIP sre*, I I / 74of /N F/RST JTE� I. CONTRACTOR SHALL PROVIDE A TEST CT CAPABLE OF MEASURING FREE AVAILABLE h CHLORINE, TOTAL CHLORINE, PH TOTAL ALKALINITY, CALCIUM HARDNESS, ACID 18. MAR c/TE DEMAND AND BASE DEMAND. IF STABILIZED CHLORINE PRODUCTS ARE USED, A COAT/NG SHALLOW END WALL SECTION CYANURIC ACID TEST KIT SKALL BE PROVIDED. �LV SCALE Ve" • I'D" BU/LT /N STEP DCTA/LS UNDERWATER LIGHTS SHALL HAVE PROTECTION FROM OVER - POOL 06CR FIN GRADE- RADEI'0" CONTRACTOR SHALL CONNECT TO EXISTING MUNICIPAL WATER SUPPLY. Po" HEATING WHEN NOT SUBMERGED. �. AN AUTOMATIC WATER LEVEL CONTROL TO MAINTAIN THE WATER LEVEL .AT THE LIP 20. THE POOL CONTRACTOR SHALL PROVIDE WRI'T'TEN EVIDENCE _ - FROM ITIS ELECTRICeAL CONTRACTOR THAT ALL ELECTRICAL len6 iDio W/RE MESH �o WORK COMPLIES WITII THE NATIONAL ELECTRICAL CODE. " I"S� OAR CENT I-e_I r-'1 OWNER IS RESPONSIBLE TO POST POOL RULES SIGN PRIOR TO APPLYING FOR POOL POUREO COP/NO OPERATING PERMIT. THE SIGN SHALL INCLUDE THE FOLLOWING: oF I. NO ANIMALS IN POOL OR ON POOL DECK. 6- NOTE LOCATION OF - PUOL DECK SLOPE) • ,I I '!` N LygTER LINE 2. NO FOOD OR DRINK IN POOL OR ON POOL DECK. NEAREST 7TJ_v'HONE 3"/N /0.011 !- 'I I •- SLAB EDGE DETAIL 3. SHOWER dEFORE ENTERING POOL. FOP CIERGENCY USE CERAMIC _ -_ - SCALE 1-- /'0" 4. BATHING LOAD: 19 PERSONS- 5, NO DIVING. 7- POOL HOURS: AM TO _ PM - - EXPRNS/ON JO/NT I I I OUTDOORPOOL OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OFTEN (10) FOOT - -LADDER, HANDRAIL, E 'CANDI,ES OF ILLUMINATION AT THE POOL WATER SURFACE AND THE POOL DECK SURFACE. VNCUUM F/TT/NG j STANDARD WEDGE TYPE POOL DECR -- ANCHOR E ESCUTCHEON ' - --� VgCUUM CINE % /-- - THE NATIONAL ELECTRICAL LODE AND LOCAL REQUIREMENTS. DRAIN IN PACE OF CURB - THESE PLANS ARE FOR FLORIDA STATE BOARD OF HEALTH APPROVAL. NO CHANGES CONNECT Tn ENO OP MIDRC/TES.. . WILL BE MAD.` BY THE CONTRACTOR. WITHOUT WRITTEN PERMISSION FROM THE GUTTER D'e4waNE - COFr/NG v o e - RETURN L/NE - 2 S GI RBARS X12" FLOW METER SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. EACH WAY CONTRACTOR SHALL NOTIFY THE ENGINEER TWO DAYS PRIOR TO START OF CONSTRUC- GUTTER DRq/N LINE _ [1 DEPARTMENT OF HEALTH iu7D I2EMAfl 1LI7•AT2'?E SERVICES 10. BACKFILL AROUND POOL TO BE PLACED IN MAXIMUM OF 12" LAYERS AND COMPACTED WALL PIP/NG DETAIL APPROVAL NO. 565 -SP -4P. DATED MAP 7, 1985 ANCHOR DETAIL TO A MINIMUM OF 95'Z MAXIMUM DENSITY. SCALE: /"= /1011 DATE SCRLE+ /" - I'O" SOIL CONDITIONS AT LOCATION OF POOL ARE ASSUMED TO BE ADEQUATE TO SUPPORT MINOR t"'Aaaa u NOTe see Bultr /N Carer fTEP DE 7A `VAC INLET • �.p• c Bk LRW " ®CPTH HARKEN RUTH Si+FnES OP et7P11NE H LENTEN Or DEEP END i" ra3 d 4'V POOL WALL REINFORCED 4 w ot .i?7+'E: -._- /O ' Oi' EACH IWAY --si / ° V e",.SgE DETA,L BEkOw°) SHA"oi, tND � TL, yCPTN F OCR/ i,VACiS RESNF HYorJ 0.0,413 0"OC tACH NAY at;Nit 0,40w-^' u IIff ,!,,A `.A'd "uHkt a,vlREdtAIV NIC 41AR'J N IW.,r,A,a Ji B+aAv?�`A'E'.Cr JE"E hA�frAP l7KA/N _ q c�A V4APED A AnxN 01" 1C' K!S 1 s =S.r ,Tn011v ,r"'Hk''i PDDt,. s°JCrTE .aIOJL eF.9'N3 r.R.,VTEL' Cs' d+"N/TE OevCRETC ._ _ __ __ MxN �aMPRES �xw�E .S rREzvv TH ddd:d lAu,! AfNRCIYG' COArlNC+ MARC/TE C17471NG jl \_ -„�` GRATE I FRAA•K e:4 B 4 U•'3 EACH WAY ".. PLASTIC HYDROSTATIL RELIEF /N GRAVEL BED W7^ E �PFNSrO,L'✓O{AlT '74°5 cnvr„ r o Es• EENDTN DOR NP_ WALL o. 6 d BFRS/N�ORC/NG /O" 0 EACH WAY ,RUN VVELL POINT I./WE TO GRADE OUTS/OE OP POOL DECK REMOVABLE PLUG IN TOP � CRIMP END .. - MAIN _t'RA/N AND DEEP END WALL SECTION. = _ state - %z'" _ GENERAL r NOES: 17. ALL ELECTRICAL CHEMICAL FEEDCRS SHALL 13E ELECTRICALLY IN'T'ERLOCKED WITH THE RECIRCULATION PUMP MO'T'OR. I. CONTRACTOR SHALL PROVIDE A TEST CT CAPABLE OF MEASURING FREE AVAILABLE I CHLORINE, TOTAL CHLORINE, PH TOTAL ALKALINITY, CALCIUM HARDNESS, ACID 18. IF NIGHT SWIMMING IS PERMITTED, AN AREA LIGH'T'ING PLAN DEMAND AND BASE DEMAND. IF STABILIZED CHLORINE PRODUCTS ARE USED, A SHALL DE SUBMITTED FOR HEALTH DEPT. APPROVAL. CYANURIC ACID TEST KIT SKALL BE PROVIDED. 19. UNDERWATER LIGHTS SHALL HAVE PROTECTION FROM OVER - 2. CONTRACTOR SHALL CONNECT TO EXISTING MUNICIPAL WATER SUPPLY. HEATING WHEN NOT SUBMERGED. �. AN AUTOMATIC WATER LEVEL CONTROL TO MAINTAIN THE WATER LEVEL .AT THE LIP 20. THE POOL CONTRACTOR SHALL PROVIDE WRI'T'TEN EVIDENCE _ OF THE OVERFLOW GUTTER IS REQUIRED, FROM ITIS ELECTRICeAL CONTRACTOR THAT ALL ELECTRICAL WORK COMPLIES WITII THE NATIONAL ELECTRICAL CODE. 4. OWNER IS RESPONSIBLE TO POST POOL RULES SIGN PRIOR TO APPLYING FOR POOL OPERATING PERMIT. THE SIGN SHALL INCLUDE THE FOLLOWING: I. NO ANIMALS IN POOL OR ON POOL DECK. 6- NOTE LOCATION OF 2. NO FOOD OR DRINK IN POOL OR ON POOL DECK. NEAREST 7TJ_v'HONE 3. SHOWER dEFORE ENTERING POOL. FOP CIERGENCY USE 4. BATHING LOAD: 19 PERSONS- 5, NO DIVING. 7- POOL HOURS: AM TO _ PM - POOL RULES LETTERING SHALL BE A MINIMUM OF ONE (l) INCH IN HEIGHT.- EIGHT-OUTDOOR OUTDOORPOOL OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OFTEN (10) FOOT ' 'CANDI,ES OF ILLUMINATION AT THE POOL WATER SURFACE AND THE POOL DECK SURFACE. 6. POOL ELECTRICAL WIRING AND GROUNDING SYSTEM SHALL BE IN ACCORDANCE WITH - THE NATIONAL ELECTRICAL LODE AND LOCAL REQUIREMENTS. 7. THESE PLANS ARE FOR FLORIDA STATE BOARD OF HEALTH APPROVAL. NO CHANGES WILL BE MAD.` BY THE CONTRACTOR. WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. - 8. FLOW METER SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. 9. CONTRACTOR SHALL NOTIFY THE ENGINEER TWO DAYS PRIOR TO START OF CONSTRUC- TION. DEPARTMENT OF HEALTH iu7D I2EMAfl 1LI7•AT2'?E SERVICES 10. BACKFILL AROUND POOL TO BE PLACED IN MAXIMUM OF 12" LAYERS AND COMPACTED `"{ APPROVAL NO. 565 -SP -4P. DATED MAP 7, 1985 TO A MINIMUM OF 95'Z MAXIMUM DENSITY. DATE H. SOIL CONDITIONS AT LOCATION OF POOL ARE ASSUMED TO BE ADEQUATE TO SUPPORT FOR: BENKO, INC. S-1-85 / SINGLE STORY DWELLING. CAPE WINDS CONDOMINIUM 5 AIE 12. CONTRACTOR SHALL SECURE A COUNTY PERMIT FOR SETTLING TANK INSTALLATION, AND PERFORM NECESSARY PERCOLATION TEST. CAPE CANAVERAL, FLORIDA 'VOTED i3. DEPTH MARKERS WILL HAVE A MINIMUM HEIGHT OF FOUR INCHES AND WILL HAVE 19W/01"MIN6 POOL DErfi/LS JOB NO A COLOR CONTRASTING TO THE BACKGROUND. _ $501$'7 AUM-ENGINEERING, INC. - IXiAWN 14. TILE MARKINGSLOPE BREAK WILL BE OF A COLOR CONTRASTING WITH THE WQ)NEERS - SURVEYORS _THE POOL BOTTOM. P.O.�� Nil COCOA BEACH, FLORIDA J.G. 15. TILES USED ON FRONT EDGE OF STEPS MUST BE OF A COLOR CONTRASTING WITH - THE BOTTOM OF THE POOL, ,I tML NO. ,16r -RULES AND REGUI,AT:IONS FOR BATHERS SHALL BE POSTED AT POOLSjIDE AND SHAL*.j ��e�✓ BE f,EG.I BLE FROM 7H5 0004 DECK. - u a.a� STATE onIMIDwaAtm 1 s�