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� U <br /> O <br /> � <br /> b4 M <br /> SWIMMING POOL DATA <br /> SURFACE AREA = 7,4g1 SQ. FT. <br /> PERIMETER = 360 FT. <br /> DEPTH = 3-6" TO 7'-3" <br /> VOLUME = 373,660 GAL. <br /> • <br /> 6 HR TURNOVER = 1,035 GPM <br /> SWIMMING POOL SURGE DATA \G��So m00% <br /> R <br /> REQUIRED SURGE CAPACITY = 7,485 GAL. * C-23405 <br /> N� <br /> 5/31/21 � <br /> RENEWAL <br /> SURGE IN PERIMETER GUTTER = 4,76q GAL. �� DATE <br /> O � F71 `� of <br /> SURGE IN SURGE CHAMBER = 2,cl% GAL. <br /> \ I I I I I <br /> TOTAL SUPPLIED SURGE = 7,765 GAL. <br /> All <br /> / <br /> � V LOPE 1 O/ MIN. TO 8 A\/ 7,765 GAL. >7,4g1 GAL. +5010 OK <br /> URGE GH ME3ERLi <br /> AQUATIC <br /> DESIGN GROUP <br /> PF - 2226 Faraday Ave.Carlsbad,CA 92008 <br /> AquaticDesignGroup.com <br /> %S� 760.438.8400 <br /> t' / LEGEND <br /> FI FI FI FI FI FI FI FI �C) ARC/,� <br /> MD = MAIN DRAIN <br /> 5P.8 <br /> 0 ❑❑ r 0 ' 1Y2 112(( 1'/2" 12 / 12 1'/2" 1'/2 112(( I FI = FLOOR INLET 3 <br /> c 4 \ 5P.8 N c- s 22 <br /> GO = GUTTER OUTLET 6 vT RE .1 31/21 <br /> SP.B cF ca\-\< <br /> FI FI FI FI FI FI FI FI 4 <br /> - / \ AV = AIR VENT SP.5 <br /> 1 D 3 \ \\ SGA = SURGE CHAMBER ACCESS 5 <br /> 2" 2" 2" 2" Z 2' 2" SP.S <br /> 8 2 - BFV = BUTTERFLY VALVE SP g <br /> \\� <br /> FI FI FI FI FI FI FI FI FV = FLOAT VALVE <br /> 10 2 211 ITu (( II !( <br /> 1 10„ 22 8„ 22 22 811 212 2Y"- 6" 212 4!! 212 0 <br /> 101, — <br /> all 61, <br /> !! II II (( II <br /> 22 22 22 2%2 22 2%2II r u, NOTES: <br /> r- �,2!! 10' 0 <br /> 4 <br /> SP.q 1. PIPING ROUTES ARE SCHEMATIC, IN NATURE AND SHOWN ON PLANS FOR 0 <br /> 38 SINGLE TEAM LOCKERS ���ll ' I FI FI FI FI FI FI FI CLARITY. CONTRACTOR SHALL ROUTE PIPING ACCORDINGLY TO MEET <br /> (3 ACCESSIBLE) 1011 NOTED INVERT ELEVATIONS. REFER TO REFERENGED DETAIL FOR PIPE Q C� <br /> SHOWERS O 2 m O SPACING REQUIREMENTS. <br /> GIRLS Y 2. ALL BELOW GRADE POOL PIPING SHALL BE SCHEDULE 40 PVG AND ALL j H <br /> 6 LOCKERS PER BANK LOCKER 2 2 2 2 2 2 2 ABOVE GRADE POOL PIPING SHALL BE SCHEDULE 80 PVC. 0 �_ <br /> FFICE TEA ROOM I — — <br /> 113 MEET NG - <br /> D 3 COORDINATE ALL PIPING WITH SITE AND BUILDING UTILITIES INCLUDING 0 <br /> AREA 111 D 8x36 0 PIPING CONDUITS / STRUCTURES AND THE LIKE. COORDINATE ROUTING J <br /> CA ETSIF 941 SF GIRLS FI FI FI FI FI FI FI w OF PIPING THROUGH STRUCTURAL SLAB. ALL PIPING SHALL HAVE <br /> CARPET CONI D 110 FI z UNIFORM SLOPE IN ONE DIRECTION. V = <br /> LOCKER ROOM:323 LOCKERS — �/� <br /> (22 ACCESSIBLE) 478 SF 4. SURGE CHAMBER TEE SUCTION SHALL BE SET AT +6" A.F.F. MAINTAIN V� <br /> 11111 ,111111 TILE _ (( (( (( o = MAXIMUM SEPARATION BETWEEN SUCTION AND INFLUENT PIPING WITHIN V <br /> LU w THE SURGE CHAMBER. <br /> SHOWER 12•• 112 12 112" –112 1%211 1 2 112 v <br /> 112A ' I <br /> 50 SF ;U c 1 0 5. EACH MAIN DRAIN SHALL BE EQUIPPED UJITH HYDROSTATIC RELIEF 0 M <br /> AIn <br /> DA COMPLIANT TRIPLE TIER LOCKER <br /> (2 USABLE PER;22 TOTAL),TYP. LW <br /> 0 0 0 0 0 101 C -1 VALVE PER RECOMMENDATIONS OF GEOTECHNICAL REPORT <br /> TO 2ET o iii LL LL LLFI - FI FI FI FI FI FI OL <br /> Z Z Q <br /> POOL <br /> V <br /> _ 0 7j L'-3" 11'-�" r 11'-6" 11'-0" 11'-6" 11'-a" 14'-0" 14'- " sro GE <br /> W <br /> O10" FLOOR INLET RETURN W Q Q <br /> MECHANICAL ROOM I ____= m 10 GO � W W W <br /> SEE SHEET MR.1 I 10" SURGE — — — — — — _ <br /> CHAMBER SUCTION 10" GUTTER . Z H H <br /> _ OUTLET Z Z <br /> - - -- -- -- _ SUCTION I �� <br /> 1O 'aw / 1 10" UTTER VX-7 <br /> Z <br /> + m 10 MAIN DRAIN SUGTI N u F\/ OUTL.ETI I I <br /> i ---- - - - - I <br /> STORAGE 10'' / yin URGE CHAMBER <br /> - I 327 SF �T�E/E SUCTION AT 4" I I \ <br /> I I \ <br /> - " ' � � � 3" GOLD WATER TO A•F•I�• 10" J SURGE GHAMBE 6 2 <br /> SURGE CHAMBER \ <br /> � 5P.5 5P. <br /> GLA-VAL' FILL <br /> - 5Y5TEM I <br /> Copyright©2019 Rainforth Grau Architects.All rights reserved. <br /> Reproduction of these plans,either in whole or in part,including <br /> -v <br /> an form of copying and/or preparation of derivative works thereof, <br /> for an reason witho t ri r writtenpermission,i trictl rohibit <br /> aso u os s ed. <br /> Y P Yp <br /> . . `- - - SWIMMING POOL <br /> PIPING PLAN <br /> INC. 3 <br /> z <br /> w <br /> a <br /> U <br /> LL <br /> a <br /> C <br /> N <br /> N <br /> C <br /> 3 <br /> PROJECT NO. #19-1400 <br /> o' <br /> DATE: 12/20/19 <br /> SHEET <br /> 1 SWIMMING POOL PIPING PLAN YS"=1'-0" <br /> S P.2 -13 <br />