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o --------_-__ <br /> o <br /> MECH. <br /> ROOM <br /> ------------------------------------------- ---------------------------------------------------------------------- <br /> ______ 5EE 5HT. <br /> MR-1 <br /> I I <br /> I <br /> -6'"FILL EQUALIZER LINE SWIMMING POOL DATA <br /> TO SURGE CHAMBER 10" MAIN DRAIN 5UCTION <br /> 10" FLOOR INL�T RETURN 10" 5URGE CHAMBER 5UCTION 5URFACE AREA = 8,085 50. FT. <br /> --------- <br /> o 0 0 — <br /> 0 <br /> 0 0 <br /> o PERIMETER - 374 FT. VERDE DESIGN <br /> DEPTH = 3-6" TO 7'-3" LANDSCAPE ARCHITECTURE <br /> CIVIL ENGINEERING <br /> 10" VOLUME = 405,510 GAL. SPORT PLANNING&DESIGN <br /> 1843 Iron Point Rd#140 <br /> 6 HR TURNOVER = 1,127 GPM Folsom,CA 95630 <br /> tel: 916.415.6554 <br /> fax:408.985.7260 <br /> www.VerdeDesignlnc.com <br /> SWIMMING POOL SURGE DATA <br /> L------j I L____T <br /> - ----- I ---- <br /> STAMP <br /> ' <br /> L11L REQUIRED5URGE CAPACITY = 8,085 GAL. <br /> 6„ ' I vo �� FF °"10" 10" GE GHAMBERI _ <br /> SURGE IN PERIMETER GUTTER 4,186 GAL. <br /> } ' I TEE'SU TION AT +4" ' <br /> 10 A/.F. <br /> 6'�----%' - -- -- _ _ I SURGE IN GUTTER PIPING = q12 GAL. <br /> cf) 8 x 12 SURGE IN SURGE CHAMBER = 2,Qg6 GAL. <br /> IAll <br /> I I I ' SP-5 5P a REN. 5831/21 <br /> J i . i i i SURGE CHAMBER �� `� `P <br /> I I I I _--,A ; I 10" GUTTERI `� of CAU\c <br /> in I OUTLET <br /> '16 I ; SUCTION I TOTAL 5UPPLIED 5URGE = 5,164 GAL. <br /> FV <br /> a <br /> a7 C : <br /> 10" GU ER L__B __ i I ; CONSULTANT <br /> ` _____=_J I 8,-164 GSL. > 8,085 GSL. +8% OK <br /> Z OUTLET --------- <br /> - ---- \/ <br /> 5UG ION <br /> w ® 10„ ' <br /> IIAV <br /> Q I ° AQUATIC <br /> Ir ' _ "'__ _I �______ _®_ ______ LEGEND <br /> _ 3 -6 n 1 „ DESIGN GROUP <br /> 10 -7' 6/2” 12'-0" '-0" 12 -0 12 -0 12 -0 1-62 p <br /> � 1�„ 1011 2226 Faraday Ave.Carlsbad,CA 92006 <br /> m I 1�" I AquaticDesignGroup.com <br /> 10 2 760.436.8400 <br /> 8" II 8" MD = MAIN DRAIN 5P-8 <br /> >'3i FI FI I FI FI 1— I 1�-31 <br /> M ; f=3 � >.3 3 <br /> �` I 112" 2" 21 6' 2/2" 2" 12" "� 8 FI = FLOOR INLET 5P-8 <br /> 6 <br /> ci 5I i 10" GO = GUTTER OUTLET <br /> 5P-8 <br /> 14611 4 <br /> Lu <br /> I I <br /> ® AV - AIR VENT 5P-8 <br /> q I ----FI --��rr- PFl--- 2.. — FI 212 �,-2 2.. FI 2.. FI FI 1 <br /> w _ <br /> N -- <br /> 5 <br /> LL] 1 9 I 1\ /1 5CA = 5URGE CHAMBER ACCE55 5P-5 <br /> —;——— — — ------- ----- 1 \ 10 / 1_ —1— —— — ——— — ——— ----- ` - <br /> I <br /> I_� BFV - BUTTERFLY VALVE <br /> Z d l I \ „ / I ib I b O 5P-q <br /> I I I I I I 1 1 <br /> 1 I d I I \ / I I b FV = FLOAT VALVE <br /> 1 \\ FI FI FI FI FI FIel <br /> / 1 <br /> Lu 01 1 I 1 1 •1° <br /> CD <br /> I I I I I I I ■ <br /> NOTES: <br /> NIt <br /> 1. PIPING ROUTES ARE SCHEMATIC IN NATURE AND SHOWN ON <br /> co PLANS FOR CLARITY. CONTRACTOR SHALL ROUTE PIPING <br /> ACCORDINGLY TO MEET NOTED INVERT ELEVATIONS. <br /> 01 1 i 1 °10 REFER TO REFERENGED DETAIL FOR PIPE SPACING <br /> FI \\ 1/2rr FI 2\\ FI 2/211 2/2`FI 2\\ FI 12,, FI 1 1 REQUIREMENTS. <br /> U \ , <br /> � I <br /> I \ / _______ 2. ALL BELOW GRADE POOL PIPING SHALL BE SCHEDULE 40 <br /> _ — — — PVC AND ALL ABOVE GRADE POOL PIPING SHALL BE <br /> 0 1 —�------ ------- --- —� I \ / 1--- ------- <br /> I <br /> z � i i i \ / � i •i SCHEDULE 80 PVC. <br /> (V • <br /> C) i i i \\ 8 3 COORDINATE ALL PIPING WITH SITE AND BUILDING UTILITIES <br /> 1 \ / 1 INCLUDING PIPING CONDUITS / STRUCTURES AND THE LIKE. <br /> I FI �11/2rr FI 211 FI 2/211 22 FI 211 FI 11 FI 1 <br /> in . COORDINATE ROUTING OF PIPING THROUGH STRUCTURAL <br /> I \ / I .I SLAB. ALL PIPING SHALL HAVE UNIFORM SLOPE IN ONE <br /> (n I I ° DIRECTION. <br /> JJI It i� 1 11 4. SURGE CHAMBER TEE SUCTION SHALL BE SET AT +6" A.F.F. <br /> j ° 1 i i \\ 6" icv f ° MAINTAIN MAXIMUM SEPARATION BETWEEN SUCTION AND <br /> 1 \ / INFLUENT PIPING WITHIN THE 5URGE CHAMBER. SHEET TITLE <br /> • 5. EACH MAIN DRAIN SHALL BE EQUIPPED WITH HYDROSTATIC <br /> I \ / I RELIEF VALVE PER RECOMMENDATION5 OF SWIMMING POOL <br /> Z i �'i i FI 1/211 \FI 2'' FI 2/211 2-y2 211 FI % 1/211 FI i i' GEOTEGHNIGAL REPORT PIPING PLAN <br /> Q I I \ / 1= _ <br /> I <br /> 1 .10 <br /> I I cn <br /> 1 1-' <br /> I I I I „ IN 101 <br /> a i O 9 I 12" \ 1 1 „ / 1 2" 11 <br /> Q PROJECT NAME <br /> (L/ I I FI FI \ 2 FI 22 2/2 FI 2 / FI FI <br /> w °I I I I LQ <br /> Z m 1 I I Z <br /> \ <br /> FRANKLIN HIGH SCHOOL <br /> > U o v 9 i j \\ 6„ o <br /> ATHLETIC IMPROVEMENTS <br /> Lu WWI I j \\ / �N WW <br /> i \ / i Q � <br /> w t� Nl I <br /> I 1 FI 12 FI \ 2rr FI 2/211 2/211 FI 2rr/ FI 12 FI 1 1 a' JIM <br /> PROJECT ADDRESS <br /> 4600 E. FREMONT ST. <br /> Z 1 :31 1 1 N 1 ,31 <br /> AV p 1 - <br /> _ I MD MD I =3 AV T KT , A 95215 <br /> -- <br /> GOd 1 I 18"x36" �'-3" 18"x36" I 1 AGO <br /> { I 1 FI 1 2 FI 2" FI —2 21.-- 2�21I F� Z2" ---Fl <br /> 11 \ FI 1 2 FILLJ I 1 1 <br /> I ,— , <br /> I• I I 1 • = SUBMITTAL DATE <br /> Lu �• I 1\ ------1'-�" ------------------------- �,1r 1 • DD/50% SUBMITTAL 03/06/2020 <br /> --------------- <br /> I I = DSA 100% SUBMITTAL 05/01/2020 <br /> Z 1 I I --- --�-- ------ I —�— —------ --- I \`I <br /> IIIIIIII <br /> a . - - —————— ————————————————————o — ————— <br /> } I ° <br /> z <br /> Ld <br /> az ------ZZ <br /> CD <br /> ------ • <br /> I I I <br /> 00 \ ; I I I I NO. REVISIONS DATE <br /> uj <br /> mL' <br /> oZ <br /> uj <br /> c') I I I I <br /> Of w <br /> z <br /> �� I I I <br /> L, I 4 I I I A <br /> mo <br /> z -- _ <br /> _j LLJ <br /> t ---- ----- If <br /> 0 0 \ ---i---------------- .\ I --------------- ----- ' i <br /> Z , \ i , ; : DRAWN BY CHECKED BY <br /> vim: ' ' = s NFC SJF <br /> ww <br /> w(n ; ,' i ' DATE ISSUED SCALE <br /> CD <br /> Z� <br /> 05/01 /2020 1 /8 <br /> '-0" <br /> < <br /> I %' I PROJ. NO. <br /> �o <br /> 1911000-1211 <br /> w <br /> SHEET NO. <br /> 1 SWIMMING POOL PIPING PLAN y8"=1'-0 SP-2 <br /> v <br /> OF <br /> a <br /> SWIMMING POOL PIPING PLAN <br />