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5th Street 328
A! F 1 POOL SHAPE, 2 SIZE: DEPTH.-'- 3 PERIMETER: 4 SURFACE AREX 5 CAPACITY. GALLONS, �2 6 TILE, 7 DECK COLOR: 8 FILTER MODELl� TYPE: 9 FILTER AREA IN SO. FT 10 FLOW RATE IN G,PM HRS.TURNOVER 7� 11 PUMP� M D L 12 BACKWASH, 13 CHLORINATOR: I/ 14 TIME CLOCK: 15 HANDRAIL: 1 P—A : L 16 GRABRAILS: A'p 17 SWIM-OUT <s '18 UNDERWATER LIGHT 1 9 DIVING BOARD: AppRciVtb 20 SLIDING BOARD: CITY OF ATLANTIC BEACH 21 SKIMMER: PLANNING & ZONING OFFICE APR 22 INLET FITTIN& 23 MAIN DRAIN: 24 ROPEANCHORS; rl�_"T gr- f 1.NVO _15 25 HEATER: TYPE. AID 26 TURBO-CLEAN SYSTEM: APPROVEO 27 MASTER SWEEP: CITY OF ATLANTIC BEACIj BUILDING CLEANING EQUIPMENT 28 LEAF SKIMMER WALL BRUSH, L-�__I)J-- � �' r�PR 2 3 1991 TEST KIT LEAF MASTER: TELESCOPING POLE. 4S I VACUUM: HOSE: FT LONG. .6 \'4 tTq N 29 JT 0�_ml N-1 30 ................ 31 ...... 32 33 E P JOINT COLOR: 34 SEPTIC TANK LOCATED: c T, ACCESS- J ELEVATION: FENC E REMOVAL: WE HEREBY APPROVE THIS PLAN FOR CONSTRUCTION. AS PER OUR CONTRACT WE HAVE THIS DATE RECEIVED(1)ONE DUPLICATE OF THIS PLAN. I UNDERSTAND THAT I MUST KEEP MY MASTER POOL FULL TREE REMOVAL: OF WATER AT ALL TIMES AND MUST NOT EMPTY POOL E XCEPT UNDER THE DIRECTION OF A QUALIFIED SWIMMING POOL LAYOUT ' POOL CONTRACTOR. DIRT REMOVAL: SCALE- 4 l' - 0" LIZ- ELECTRICAL: x r bu."10c P_ DQ'r-- POOL SPECIFICATIONS A SWIMMING POOL FOR DESIGNED BY- R RIDA DATE: L7 !t� M®RRO Lo 7;�, e 7 77? -z' pw Jo F ONDED pm < pw fell AmIlL AlwL DRAWN BY. LIS 8608 BEA01 BOULEVARD -JACKSONVILLE,FLORIDA 32216 rflFNC?(DRP0RATED RURAL ROUTE BOX 590 a CALLA-HAN,FLORIDA 32011 . . - '1� ,,R; 1, _� .. - '�! . .I �,�� .I I I . I .�_ .., .�,�_-� -.-... ,,1 ---17 - I—- --, ,.-� __. - ., -, .,..1,,- . , , 1, ,1, , I -'. ,-�: .., I ., . � - T�,,Z;, -0, , , . ,�11"., ."" -1, ,t , I . , , : I. . , � � " , . I . ,� :"� !, ., 'I 'U I I . . '- I .1 , .. , , ._ j. -. . x . ,�. .1.7�1 , . ",:�q,�`.,., .,I . . I , ��,; . I - � . �., , I - � , , - . I'll. ).. 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I ,, .1 -11.111-1� I �_ ,5,�,,,�_.-10 -,:A- . I � �. , Coultimmalumm 4i�11irm�k � " , . . . I - NOTES: 81$ 81, 8 1 . GUNiTE MIXTURE: USE 4!4 PARTS OF CLEAN WASHED SANDTO ONE (1 ) PART OF PORTLAND CEMENTI TYPE I -4 GAL./SACK. VAX. WATER , N) 2. ALL CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 3,000 P. S.I- IN 28 DAYS. ZADE 3. ALL REINF. BARS SHALL BE INTERMEDIATE GP NEW BILLET STEEL CONFORMING TO A. S.T.M. SPEC. A-1 5 FOR QUALITY AND SPEC. 30-S FOR DEFORMATION: SPACING AS INDICATED IN DETAILS 31s "OIL AND SECTIONS. NOTE 4. FOR INSTALLATION OF MECHINICAL AND DECK 57EE:I- 6" 0.C. , NOT MA UAL MENT, SEE MANUFACTURER'S. INSTALLATION APADCABLE FOR -7" OR INI 14�'DRO 5-r,47-/C AND DETAILS. LESS DEP7-H P001_ RELIEF VALVE, aQ HoRlzowrAL #3 BARS @ 121, o.C. EA,/wAY ON FLO� JDTH UGHt TIOU OUT THE POOL. h�bbt \A.#34> VERTICAL BARS 6 12'." - DO\&N 0.C. ., STARTING 24" BELOW TOP OF BOND BEAM.", jt4, THROUGH COVE AND LAP 20" MIN. INTO FLOOR AR EA, 00 E_ N, T 10 t,� 0 �li _j EXCESS OF 61-0" DEPTH.' P. 6. THIS POOL IS NOT DESIGNED FOP HYDROSTA TIC, I G Taj LIFT PRESSURES. 7. POOL AREA MUST BE FENCED AS PRESCRIBFO�:BYI U) BY OWNER. ................... 0 A� SCA PING AND PLANTING. BY OWNER 8. ALL LAND 0 A., 3, 9. APPROACH ACCESS PROVIDED CMNER. By 7 cp 60 Vlt 4t, toj 40 �lj 0 "AN 4., 30 20 P %. I c b ou � I-z C) 5d) 60 70 9 cl, 90 a H F� '_ L T'. IT, I r a 44 MNIM OR&I N b I HP WNS-Te, Umt 4 c> qp, so - ------ M A1.10 C 96 CUlaV MQ 4.)If t CpLow im c-j . p, m .) r)lscw&qql 1112 p 10 m. poov" kA'4 131 t; a V 0 4�0 r f4P, kAlkil VIM --1 L"'I 17 :7, 4— ----------- P/ T r Aj T�f 7- /V SO U TH . APPIRQVED;, Al CITY Of ATLWINTI(,� BEACH BUILD! -'E [)a VA .. AV,ZV—.. -A 0. Z WWH A L�T' , V(4 7 1,A Iz L4 )040 :f�z4 va NI ......... r-jzr L APPE D * _.m oq Ilk ON 7- Na Ilk- All ,71 ' 47A v 9 1Y S Ll A-4 AT 10 _,4r- 4= WES r, "r�ZF 'iA oe, (Y ALL WA L L S -ro se Alxl," 5,r f oka, 0 A7- r '2 PF 'IRS W M V. 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