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PLAN VIEW StormCeptor I T L.L ATION <br /> ALE = 1'' 1' 0" atcarrrit r LID _. <br /> NOTES <br /> r <br /> 1 THE USE OF F=LEXIBLE- PIPE CONNECTORS IS RECOMMENDED AF- TETE INLETAND, OL.JTI.-ET WHERE -; - r-i <br /> APPLICABLE U C o <br /> t-c) -f) <br /> 2. THE COVER SHOI.JI._D BE POSITIONED SO THAT THE DROP INLET PIPE AND THE OIL. CLC-.ANOU-F PIPE <br /> ARE ACCE SSIBLE FROM GRADE. <br /> 3 ALL JOINTS SHALL HAVE NEOPRENE= GASKETS CONFORMING TO ASTM 043:3 <br /> 10 <br /> 4 DESIGNED FOR AASHTO I-IS-20 LOAL)ING, <br /> I <br /> 5 THE o SYSTEM IS IDROTECTED BY ONE OR. MORE OF THE FOLLOWING L..).S. PA-TEEN-f S: � <br /> r I <br /> #4985148, #5498331, #57257010. #5753115. #5849181 <br /> EAST JORDAN IRC-)N WORKS MODEL --.- -.- 1"0 VENT(TYPICAL_ C. PRODUCT WEIC�NT: 48"C73 E3ARF�'F-1._ = 1370 lbs/ft, INTEGRAL BASE SLAB - 1380 lbs. COVER SLAB -- 1660 lbs <br /> __.. <br /> 8" 1-IiICf4 1090-FRAME.AND 26-%n"SOLID VENT OF 2)ED .." -T ,m,.�. <br /> C:;ONCRE_TE PACa COVER WITH STORMCEPTOR <br /> I...EITH ST c OR EQUAL 7 SLOPE CONCRETE AWAY FROM Al..l._ MANHOLES 1" RISE OVER 12" FZl.1N<< . <br /> _." <br /> 8 REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE.. <br /> < < < < < < <br /> < < < < < < < < ( > <br /> < < < < < </</< TOOL.SLOTS 9. REINFORCE CONCRETE SLAB AROUND MANHOLE WITH 4 #4 RErcE3AR Ca()" IN LENGTH. F'I...aC E RFE3aR ca <br /> < < < 0" FROM SIDES C�F� MANHOLE. <br /> < < < < < < < < C.} 'Ji <br /> ,.1— Ll_ <br /> 10 CHAMFER C;;CJF�NER WF-MERE. MEETING) ASPI-TAL_T F'A\/INCS ONLY. SGL_lARF= CORNERS WHERE HEFTING n� <br /> CONCRETE, <br /> INLET < < < < < < < <br /> cn cn <br /> FLEXIBLE < <br /> PIPE <br /> CONNECTORS11. SEE SITE SPECIFIC.` PLANS FOR ACTUAL STORMCEPTOR PLACEMENT AND ORIENTATION <br /> S.'T.- ORMCEPTORI(SEE NOTE 07'-2"COVER <br /> #1) 12. REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS. <br /> < < <</< <br /> < < 13 THE INLET & OUl I.-E C_ARE FIXED AT A DIFFERENCE OF 3" IN ELEVATION. <br /> f;�INFoi�cF � .. < < °e < < < <C�UT[_ET D < < < < < < < < 14. SEE CIVIL PLANS f=OR SITE SPf C IF=1C ELEVATIONS, <br /> METAL FRAME < < < <br /> < < < < < < INSTAL L. CAS 1' ,JORDAN IRON WORKS MODEL. 109(1-FRAMES AND 26-/41' SOLID VENTED COVER WI TH <br /> < < < < < < < STORMCEPTOR LET`F�ERING OR EQUAL.. <br /> < < < < < <br /> 1 `I 2 � 1 12 15 < < < < < <br /> < OTE, <br /> CONTRACTOR TO PLUG INLET' & OUTLET PIPES, & WATER TEST L.)NIT PRIOR TO BACKFILL. CONTRACTOR TO <br /> PROVIDE WRITTEN DOCUMENTATION (LETTER OR E-MAIL) OF TEST RESULTS & DIGITAL PHOTOGRAPHS TO <br /> DIAMOND Z ENGINEERING, APPROVAL FROM DIAMOND Z ENGINEEE;ING IS REQUIRED PRIOR TO BACKFILL & <br /> CONCRETE PLACEME.=NT. <br /> c.7 <br /> ;s <br /> CONCRETE T <br /> PAD <r <br /> as <br /> Pv rx <br /> SECTIONI tor -natcr INSTALLATION <br /> -011 <br /> t4_ 1" w1' TIT ( CIStormCeptor � I-_.__ <br /> NOT F SCALE0 � <br /> -- _ . .- — <br /> 00 <br /> NO <br /> J� <br /> 170 <br /> 7 8 REINFORCED -- 48"x8"COVER 0 a. <br /> METAL FRAME _ _ _ <br /> ._._._.....�.._...e. ..� ...�._ GRADE <br /> uj <br /> ADJUSTERS TO ui <br /> SUIT FINISHED <br /> GRADE <br /> 3 .�. 26--" DIA. <br /> kiANLI_E FORLu <br /> 4"0 OIL CLEANOU r 806 11 <br /> MIN, 15" HIGH � � ��, � - <br /> REMOVABLE DROP -,-�... <br /> TEE <br /> ul <br /> 12 _ <br /> 12 1 N. _ _ <br /> ORIFICE PLATE <br /> _ _... ."......_.._.._.._.. _.... __",_. .___. _.. _ _ .,,.__..........._._.._.._..... <br /> AND HOOD <br /> 00 <br /> INLET F, <br /> "m 24/3" DIA, <br /> "`fib ".j ��t <br /> Ou�Lrr ca <br /> L� > l" <br /> 3<1 DIA. C ) iZ cs7 <br /> LLJ LL. <br /> INSERT a. U, <br /> .. 07 �) <br /> b <br /> . J < <br /> Crfrs <br /> �-- uj <br /> 0(1.4 <br /> p,. <br /> 13 14 0 <br /> a <br /> a. <br /> X 0- 2' <br /> " 5 <br /> 4"0 OUTLET RISER <br /> s C� <br /> VI <br /> �-.. 12`0 CROP TEE PIPE > <br /> j INLET PIPE <br /> REM <br /> ( OVAF LE) 3 <br /> a.a cti v,0 <br /> H L� Lr <br /> Ll ZD <br /> ^3 y z <br /> m4-1 <br /> r,... <br /> n:;a; <br /> r�,rr <br /> fll CJ 4'0 5 n <br /> CD Lai SCAL.E:�: <br /> C.m <br /> Com '" <br /> DRAWN BY. <br /> GLS! <br /> e <br /> ' DA TE <br /> J F: 7 1y ep <br /> 4, 1 , 1/25/2015 <br /> 00 PROJEC <br /> `" k <br /> CA-1098 <br /> W g <br /> _... ....,.....w.....,__......,._....a.._.,_.�.........._...,....._._._....._.,...._........._.., ._..............................._....�......�..._...__....�,.."......,........_...a._......�._, .®...,,.�..„ ., �'te 4" C ;,r` "�' Y [:)R A W I N G NO <br /> �, -� J C ,1 ��" , µ <br /> (77 'T-6 <br />