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1 <br /> ANM ORA/O mow Mailer O <br /> TOKIYr••ASALAIIVOD O <br /> VACOB <br /> IMPS 0.,ROY ANTI <br /> 41.11,110 MATERIAL LIST-PROVIDED BY CONTECH SITE DESIGN DATA <br /> WRIT <br /> COMM COUNT DESCRIPTION INSTALLED BY WATER QUALITY 20 <br /> a MINI TM <br /> T M T - I FIBERGLASS INLET AND CYLINDER CONTECH FLOW RATE CFS <br /> ow 6i) r— PEAK FLOW S[ <br /> I CYU DER EXTENSION CONTRACTOR RATE <br /> 00 CFS <br /> ��NyV U <br /> ��.. MOW 0•CM RETURN PERIOD O Q <br /> �; -- ---�-I '^;LyY;I}r rwara w 0 STABILIZATION COUNT CONTRACTOR OF PEAK FLOW TO Y <br /> I •PANE°„°'';•I O HYDRAULIC SHEAR PLATE CONTECH n Q d <br /> II I �. , 4700 maw SEP.SCREEN CONTECH CV I <br /> A ` In UJ' <br /> i t i ° . A 0F0< <br /> L i ;fi,T+i ., 1 SEALMT FOR JONTS CONTRACTOR —a(' <br /> nr+t,� `.•`.. GRADERNGSINLSERS CONTRACTOR i V Cl) <br /> S M'DM IN COVER L FRMS CONTRACTOR I O <br /> I - i,�,w'!�r` 1 SD'pN1.W coVBt{FRMS CONTRACTOR ❑Q F <br /> 1 �� <br /> I <br /> WTI ax <br /> I <br /> —L, ,J <br /> GENERAL NOTE <br /> ,.,2 n`4r^2."T,,T.i 1. CONTECH TO PROVOS ALL MATERIALS UNLESS NOTED OTHERMSE <br /> ISE <br /> �y.I I PLAN VIEW 2.DIMENSIONS MARKED WITH!I ARE REFERENCE DIMENSIONS ACTUAL <br /> I" it • DIMENSIONS MAY VARY <br /> i+� 10*LE S.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS ANC <br /> • av+�Aa] WEIGHTS.PLEASE CONTACT YOUR CONTECH STORMWATER SO.UTIONS <br /> tug ! - REPRESENTATIVE www.oonWU•IonnANer.carn •E jj`yRiY <br /> 4.CDS WATER QUALITY STRUCTURE SHALL BE W4 ACCORDANCE WITH ALL DESIGN Ia V 12j1 jt; <br /> tt DATA AND INFORMATION CONTAINEDNTHIS DRAWING 11/.14.: <br /> I <br /> 6 t.STRUCTURE AND CASTINGS SHALL MEET MSHTO HS20 LOAD RATING <br /> 2} j I•{ <br /> co t PVC HYDRAULIC SHEAR PLATE IS RACED ON SHELF AT BOTTOM OF SCREEN .333 a i! <br /> V.•u wrwmrra <br /> 0 collrn ccM roawv aT/11IE wcMwr o0.1111.-0.1,0' • Cr_.hpER REMOVE AND REP.gCE AS NECESSARY DURING MAINTENANCE <br /> C.EANNO0+3 . <br /> W eAr],fft..,AKE 1 / •~�QY f•:1,S• � iti <br /> ii <br /> IIr17—r°1-i4,74-., <br /> INSTALLATION NOTES I <br /> co <br /> I 1 %"T CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH 2 ; <br /> - - _ CAPACITY TO UFT ANC SET THE CDS MANHOLE STRUCTURE(LIFTING CLUTCHES }` • <br /> GIP SIM NV =i':, <br /> PROVIDED' P.-! <br /> CONIIV'� , -.4'01,r CONTRACTOR TO ADO JOINT SEALANT BETWEEN AU.STRUCTURE SECTIONS. }F 11 f� <br /> ! _ __ AND ASSEMBLE STRUCTURE. F�y NI y �� <br /> ?. CONTRACTOR TO PROVIDE.INSTALL.AND GROUT PIPES.MATCH PIPE INVERTS - <br /> I <br /> T WITH ELEVATIONS SHOWN. • • <br /> arm , ` Y__�-- I 4. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER ry <br /> + am. <br /> •a.e. -�GHT.HOLDING WATER TO FLONLINE INVERT MINIMUM.AL.JOINTS BELOW PIPE <br /> Al <br /> ,1- •d !� INVERTS SHALL BE GROUTED -' <br /> I ar••r .c.w]Nelr CONTRACTOR TO FEIG VERIFY EXISTING PIPE DIMENSIONS AND INVERT ` r-' <br /> SO Oa, .•�_� • <br /> .co.c r•: <br /> ELEVATIONS PRIOR TO RELEASING TRASH CAPTURE DEVICE FOR FABRICATION. I-! <br /> • <br /> • "I`'' ' - COORDINATE WITH CITY TO REMOVE MANHOLE COVERS FOR INSPECTION FIELD n <br /> �=Ce.TO w•1011 I KT - I ' D. VERIFICATION OF EXISTING CONDITIONS SHALL BE COMPLETEC WITHIN S DAYS I--r <br /> FOLLOWING NOTICE TO PROCEED <br /> 1 `awe UQ <br /> SECTION A A i I,.CD <br /> ,.,.. I • <br /> •OIJA ROPE ry,%IA Nww I-I <br /> I MAP 1 CaW�' P�T <br /> txCD <br /> I I— <br /> r+ I CONTECH OS• A� IsF z <br /> ••••••.0010.011.:••••2 PROPOSAL <br /> .000000.w COMM _.:_.»>:-w..r.,n4�.c.,.w a]wan. o <br /> Yr w>.mrwnlva ww DRAWING "- .- .,,,--..-5 /- <br /> =m <br /> UM,MCS �,..,. <br /> lJ <br /> 01 <br /> LA <br /> CA <br />