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<br /> <br />" <br /> <br />--- - --- - <br /> <br />- T- <br />I <br /> <br />" <br />"\ <br />\ <br />, <br />I <br /> <br />liE:THOO 11 (PREfERRED) <br />1. PlACE THE SEDIMENTATION CONTROL fABRIC SIDE Of THE FENCE '!' <br />THE DIRECTION OF THE ANTICIPATED SEDIMENT flOW (NET SIDE Or <br />THE SY'STEli AWAY rROI.l THE flOW). AND POSITION ThE POLES <br />AGAINST THE BACK Of THE TRENCH, <br />2. USE A 15 SLEDGE tWAUER OR SllilLAA DEVICE TO DRIvE THE POLES <br />INTO THE CROUND UNTIL ThE BOTTOM OF THE INDUSTRIAl. NElTING <br />IS "PPROXIMATEL Y 2" BELOW GROUND LEVEL (SEE DIN;RAIoI). <br />J, LAY THE BOTTOt.A tf' Of' SEOIt.AENTAnON CONTROL F.ABRIC IN THE <br />lRENCH, <br />4, BACKfiLL THE TRENCH WITH NATIvE SOIL mD COt.APACT <br /> <br />t\ ~ ~ <br /> <br />/ I f- \ \/ <br /> <br />~.J()I~~T <br /> <br />/ ~~ <br />,#' /.:.. ~ <br />/~~ <br /> <br /> <br />L_ <br /> <br />_J. <br />, <br /> <br />---- <br /> <br />, <br /> <br />---'\ <br />ITI I <br />I ; I L.... or' <br /> <br />..... <br />, <br />, <br /> <br />~~ <br /> <br />r I <br /> <br />I <br /> <br />1 , <br />I I <br />- :. +- <br /> <br />-l <br /> <br />?,,-J <br />H <br /> <br />,,/ <br /> <br />.( <br />, <br />lJ': <br /> <br />I <br /> <br />/ <br /> <br />, <br /> <br />--T---''-'' -- <br />I I I <br />I <br /> <br />~..,.....-....- <br /> <br />-- <br /> <br />u <br /> <br />I <br />I I I I I I <br /> <br />I <br />I <br /> <br />I <br /> <br />, <br /> <br />I <br />t.AETHOO 11 <br /> <br />'3:. ~r.'/OU$ p '" (1'11" , <br /> <br />/ <br /> <br />METHOD 12 <br /> <br />/ <br /> <br />~, <br /> <br />i$' <br /> <br />I <br />L- <br />16 1 <br /> <br />- 1 <br />- I <br />1 <br /> <br /> <br />, <br /> <br />J <br />I <br /> <br />/ <br /> <br />\ <br /> <br />, <br /> <br />~ n <br />(:,', 'VI \ <br /> <br />..' <br /> <br />, 1 <br />.. {t........ <br />t,: <br />---- <br /> <br />I I <br /> <br />-L-'4.. <br />'.A~-- <br /> <br />./ <br /> <br />POLE <br /> <br />POL! <br /> <br />SU"Olll NET <br /> <br />_ -'""" .~ I <br /> <br />: r <br />__ ..1.-._ _.-,"";'" ,j <br />, ' <br />. <br /> <br />\ <br /> <br />..._ _.lJL <br /> <br />J <br />~~- <br /> <br />SUPPORT NET <br /> <br />I <br />I <br /> <br />---- .... <br /> <br />S" ......... ---1 ~ <br />t..,......,,<l) <br />," - t' WAS><Ell ROCX <br /> <br />I . <br /> <br />I <br /> <br />..... <br /> <br />.... <br /> <br />FILTER F .ABRIC <br /> <br />L <br />- ~ ..J :1.~-- -- <br /> <br />.... ~- -- ~ llill1LnIJ.lJ u r-- - <br /> <br />FILTER F.ABRIC <br /> <br />-.....- <br /> <br />.. <br /> <br />, <br /> <br />-/ ---- <br />J <br />I <br /> <br />- II <br />- <br /> <br />- , <br /> <br />. ~ <br /> <br />~ <br /> <br />, J- <br />t-- <br />~ <br />~ <br /> <br />-~ <br />1. <br /> <br />( <br /> <br /> <br /> <br />) {} J <br />o <br />... <br /> <br />i' <br /> <br />., <br /> <br />- --.. <br /> <br />- <br /> <br />NOT[: ROO< CQNSTRUCOON EIlTlWlCE SHOWl BE <br />....lIIIIlI~IIIM.IM ,.,o..."f ", z.~ ,lNO CQHTAiN <br />toWClliUW SIDE SLOPES Of 4: 1 , <br /> <br />- Uj <br /> <br />r <br />r <br />I <br />l- <br />~ <br />I <br />I <br /> <br />~ <br />_ _ __ _ __ J r- <br />I I t <br />,~ l~_' <br /> <br />CB61 "-. <br />(RE-912,8 ..... <br />INV-904,O <br /> <br />, <br /> <br />I <br /> <br />. I \ <br />) ) <br /> <br />NAllVE SOIL <br /> <br />1 , <br />1 I <br />, <br /> <br />TOE-IN TRENCH FOR ENVlROFENCE <br /> <br />I <br />I 1 <br />I I <br />I <br />I <br />I <br /> <br />, <br /># ~ <br /> <br />o <br /> <br />li!:THOD 12 <br />1, LAY THE BOTTOt.A 6" OF SEDIt.AENTAOON CONTROL FABRIC NElTINC ON <br />THE NATIVE SOIL. ONE TO TWO FEET BEHIND THE TRENCH, <br />2, PLACE EW:KflLL ON THE FABRIC AS SHOWN (SEE FIGURE). ~E DCETAIoIP <br />flRAl WITH fOOT TO PREVENT LW/IGE UNDER THE ENVlRO, N <br />UNIT. <br /> <br />I I <br />I <br /> <br />I r <br />~, <br />.. <br />- , <br /> <br />.1 <br /> <br />,(!!J <br /> <br />ENTRANCE OfT AIL <br />ROCK CONSTRUCTION <br /> <br />122_ <br />-... <br />-- <br />..,,- <br />_ CI1n U1-nSJ <br /> <br />I <br />I <br />~ 1-" <br /> <br />~ <br />to <br /> <br />-- <br /> <br />- - - -- <br /> <br />-....,..'I"'"'"....,.~--- - 17 - <br />< 'I I I I <br /> <br />j>, PR~TECT ~XISTING leB' S\ <br />./ W / EROSIUN CONT,OL I <br />/~/ CB62 r <br />d RE-911,2SI <br />INV E-90S,O <br />BALLARDS INV W-90S..4 <br /> <br />r -- --r-- <br /> <br />- ,- <br />I <br /> <br /> <br />i CB69 t <br />i RE=9,' 1.70 <br />NV=909,40 <br />, <br /> <br />Colrt .... Db'" ..... <br />1112/90& I'tIP <br /> <br />\, r( <br /> <br />---- -) <br /> <br />CB64 <br />RE=912,SO <br />INV E=908,OO <br />INV S=908.40 <br /> <br />Cll.""......ct; <br />.nrtr .-uT n~<ii <br /> <br />~"""" <br />nw? .I." 0' .TR!il:l~ nlHV!:l.., <br /> <br />CB65 <br />RE-913.00 <br />T INV E-908.80 , <br />INV S-909,20- I <br /> <br />CB6~ <br />r RE-912,SO <br />lNV E=908,SO <br />INV S=908,90 <br />I <br />BALLARDS <br /> <br />I _I-, ce70 <br />t JI l~t"'9UOO- <br />WV=90970 <br /> <br />, <br /> <br />( <br /> <br />, j{, ~ <br /> <br />SilT FENCE <br />DIVERSIONARY DIKE <br /> <br />I I <br />'\ <br /> <br />" <br /> <br />CONNECT SERVICES TO <br />PROPOSED UTILITY <br />BY OTHERS <br /> <br /> <br />REMOVE EXIST <br />BIT CUR~ ~ <br /> <br />L <br /> <br />. <br /> <br />, <br /> <br />I <br /> <br /> <br />ROCK CONSTRUCT~N ENTRANCES <br />SIL T FENCE <br /> <br />... <br /> <br />~ <br /> <br />J <br /> <br />.~.. <br />_ --- <br /> <br /> <br />--..,. , <br /> <br />--- <br /> <br />~ <br /> <br />- '- <br /> <br /> <br /> <br />'" <br /> <br />< <br /> <br />If / <br />, I <br /> <br />POO,50% <br /> <br />!~.R ~ <br />("'-' <br />912/ <br /> <br />, <br /> <br />"..x '1....._, <br /> <br /> <br /> <br /> <br />'~ <br /> <br />" <br /> <br />. <br />, <br /> <br />~ <br />1-, <br /> <br />14.4 <br />'" <br /> <br />, <br />" '_ B x <br />'751l\ 18 "PVC00.40 <br /> <br />~ .914 <br /> <br />ci I <br /> <br /> <br /> <br /> <br />I. <br /> <br />1,OO~ <br /> <br />200F2 <br /> <br />, <br /> <br />..... <br /> <br />, <br /> <br />EW TRUCK DOCK AREA <br />#-,'J <br />".. <br />...' <br /> <br />..... <br /> <br />..... <br /> <br />914 <br /> <br />9H <br />~, <br />LL It'! 0.1->- <br />'cS ~ u1 <br />912 "'0. 916 <br />L CB6S <br />RE-9J 1.70 <br />INV-~8.60 <br />/ <br />I <br /> <br />I <br /> <br />^ <br />~ <br />N <br /> <br />...... <br />I <br /> <br />~ <br /> <br />^ <br />N <br />""? <br /> <br />^ <br />~. <br />III 0. <br />,:>- <br />Ill>- <br />9f6 <br /> <br />',,"'- <br />C'l <br />C1> <br /> <br />'- <br />...... <br /> <br />" <br /> <br />i~ <br />lLo <br />91' ~n: 916 <br /> <br />I L CBB7 I <br />RE=911,70 <br />INV=909.20 <br /> <br />I <br />1-::>- <br /> <br />Iff) <br /> <br />I <br />I <br /> <br />.J HSE <br />~l <br /> <br />912 <br /> <br />~ <br /> <br />, <br /> <br />()~'v ~ <br />~s <br />" 1 00 <br /> <br />..r "",~t vv./' #, ( <br /> <br />( r ~G ~~ iv , <br />1----~~--~~~~---~~~~ <br />/ G~ 0<' ~~~ <br />I \) <br />s~ <br />RO <br /><<Q;-.O <br /> <br />~ <br /> <br />I <br />916 <br /> <br />- <br />7 <br /> <br />..... <br /> <br />~p <br /> <br />" <br /> <br /> <br />."\-::> <br /> <br />916 " 912 <br /> <br />" <br /> <br />912 <br /> <br />916 <br /> <br />__J <br /> <br />, <br /> <br />~ <br /> <br />""'- RETAINING WALLS(TY.P1~AL) <br /> <br />~ <br /> <br />, <br /> <br />.../ <br /> <br /> <br />I <br />-1 <br /> <br />I GAR \ <br />l _ -.oj <br /> <br />(~ - <br /> <br />- ... <br /> <br />I <br />I <br />f <br />J <br />1 <br /> <br />I L.d OW <br />,-:; ~D <br />I ~ <br /> <br />1"- <br />, LJ <br />1 <br />1\ <br /> <br />PROPOSED' BUILDING "A" <br /> <br />-------------------~------~----------~---- <br /> <br />FFE =/ 916,0 <br />91.480 5.F <br /> <br />, <br /> <br />9~'" <br /> <br />r <br /> <br />..... <br /> <br />t <br /> <br />-------,..--1-- <br />I <br />r <br /> <br /> <br />B <br /> <br />'I \ <br />V <br /> <br />I ~ <br />II <br /> <br />n <br />C1> <br /> <br />~ <br />\ <br /> <br />/ <br />1. <br />I ( <br /> <br />I?., <br />I <br /> <br />~ <br /> <br />~ SO LF 24"RCP OO,60~ <br /> <br />CB71 <br />RE-912,O <br />, 93, " INV-903.3 <br />- 40 LF PVC 18"00.50'; <br />CB72 <br />RE=912.0 <br />INV=903.S <br /> <br />cD~ <br />;;;C1> <br /> <br />~~ <br /> <br />STUB FOR <br />INTERIOR ROOF DRAIN <br />VERIFY WI MECH <br /> <br />) <br /> <br />..,.. <br /> <br />). <br /> <br /> <br />< <br />\ <br />~ <br /> <br />~ <br /> <br />.... <br /> <br /> <br />/' <br /> <br />, <br /> <br />t <br />~ <br /> <br />)19'15.1 <br />I I 1 .. I J I <br />)r <br /> <br />" <br /> <br />, , <br /> <br />8t <br /> <br />! I I <br />.J <br /> <br />I, <br /> <br />t J. i2 <br /> <br />I I <br /> <br />, <br />~- <br />,.., <br />---~'--- <br /> <br />; <br /> <br />I <br />I- - - <br />I <br /> <br />. <br /> <br />X914,5 <br /> <br />/ <br /> <br />/ <br /> <br />,','- CB73 <br />.9lnRE=912,2 <br />INV:;904,25 <br /> <br />...-............ <br /> <br />------- <br /> <br />-------~ <br /> <br />>-- ---- <br /> <br />~- <br /> <br />1. <br />.I" ~"'". " <br /> <br />JI <br /> <br />slLlr FENCE <br /> <br />A <br /> <br />.... ",^ '" <br /> <br />I I I I <br /> <br />I j I 91 <br />'/1 I I I <br /> <br />" <br /> <br /> <br />1 <br /> <br />/'- -""'-^" <br /> <br />- <br /> <br />,^-.I' <br /> <br />.... ~ <br /> <br />^ <br /> <br /> <br />~ <br />0::1 <br /><( <br />L? <br /> <br />. <br /> <br />I <br /> <br />I <br /> <br /> <br />IT' <br />'I : ~ <br />I; I <br /> <br />( <br /> <br />/ <br /> <br />/ <br /> <br />-hi <br /> <br />~875i t <. I <br />RE<=9 m,Q <br />INV=l9G>9.8/ <br /> <br />I , <br />,0 <br />> <br />0. ,2 <br />N <br />;:~ <br />-'0 <br />:?l-= <br />...0 ' <br />912 <br /> <br />,,~ .. <br /> <br />~ <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Dpp I <br />I <br />I <br />I <br />I <br />I <br />I <br />01 <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I [!BK_ ) ..._~ <br />......11-. ... <br />IIB.I <br />I ~ra UD -. ::::: ::~:~~ <br />I ' ClClHL. I CAlf tl<<AMt CAA.1 .... <br />I I OETAIl8\GnAOIUG\ER08,CTL\ EC,IIAY,2.0WG 8/13/04 POP <br /> <br /> <br />L__l_______~_______~__________________________________-- <br />I <br />I <br />I <br />I (STREET BY OTHERS) .-./ <br /> <br />L____________________________________________-- <br /> <br />/ <br /> <br />~ <br /> <br />1 <br /> <br />~ <br />~ <br />v <br />~ <br />~ <br />\ <br /> <br />~ <br />NEVI EJllM1NOUS <br />PARK!(*;; ARE" <br /> <br /> <br />I <br />, <br />{ <br /> <br />\ <br /> <br />-$' <br /> <br />, <br /> <br />..... <br /> <br />T <br /> <br />A <br /> <br />" <br />\ <br />)i r ,\,. <br /> <br />,/ <br /> <br />HSE <br /> <br />I I I { <br />(I 'x,9 4. <br /> <br />~ <br /> <br /> <br />L.J <br /> <br />v <br /> <br />o <br />N <br />C1> <br /> <br /><D <br />- <br />C1> <br /> <br />r.'r\"'('<\.~~1Errr'~"T,,,,, <br />\:'~:.GJ,,,.. ll"Wlo- <br /> <br />1 <br />STORt.A S(w(R STRUCTURE <br /> <br />GUTlfR <br /> <br /> <br />g'LI 'I{ <br />,/ <br /> <br />NORTH <br /> <br />9,., <br /> <br />\ <br /> <br />. <br /> <br />L <br /> <br />......................., ..... <br /> <br /> <br />, , <br />...................,............. <br /> <br />\ <br />\ <br />\. <br />'\ <br />'\ <br />/\ <br />\ <br />/ <br /> <br />~ ) <br /> <br />'II B " <br /> <br />PROPOSED BLDG. <br />FFE= 916.0 <br /> <br />.. 911 ~ <br /> <br />cD <br />~ <br />9> <br /> <br />\ ' <br />~ca74 <br />RE:;911.0 <br />1NV=907.5 <br /> <br /> <br />- Sl T FENC~ <br /> <br />mCIIOR WITII TWO STAKfS <br />DRIVEN INlO HIE GROWIO <br /> <br />:::> <br />CL <br />:2 <br /><t: <br />U <br /> <br />, <br /> <br />TfliPORAIlY IlARRlfR OF ItAVBALES TO PREVENT SEOIt.AENT-I~fN <br />WATER FRO'" ENTERINC INCO","I crt STORt.A-SEwm SYSTEM <br /> <br />, <br /> <br />~ 922. ,/ <br /> <br />,/ <br /> <br />~ <br />- CONC, FLL>>.fi <br /> <br />, <br /> <br />TEMPORARY EROSION CONTROL <br />AT CATCH BASIN OPENINGS <br /> <br />,/~ <br /> <br />// <br />//~ <br /> <br /> <br />" <br /> <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br /> <br />~ <br /> <br />o <br />+- - ....... - - ---,--/- - -:. /-;7- - - - - ~ - - - - - - <br /> <br /> <br />g'J" ,/ <br />~ / ,/ / <br /> <br />L ,/./ / <br /> <br />,/ <br /> <br />~'/ / <br /> <br />50 <br /> <br />100 <br /> <br />150 <br /> <br />/ <br /> <br />( \ 1\ / ~ 11 I ( <br />,-1-11 /_ <br /> <br />r '\ ~ <br />I , <br /> <br />/ <br />/ <br />/ <br />/' <br />/' <br /> <br />, L <br /> <br />, <br /> <br />, <br /> <br />" <br /> <br />EXIST lS"PVC ST <br />WITH BAFFLED WEIR <br />W,INV ELEV=898,37 <br />E,INV ELEV=897,21 <br />(SAL V AGE) <br /> <br />24 LF IS"PVC 5T <br />WITH BAFFLED WEIR <br />I yYJNV ELEV=896.2 <br />tANV ELEV=896.0 <br /> <br />J <br /> <br />~ - <br />, I <br /> <br />~7. I if <br />~ ~~ I <br />- 11 "I <br />I ~'<!f~ I J ,j <br />. ?- _ :,~~~'\l:~.'~'/, J '/ <br /> <br />/ ~ - -f <br />/,/ ~ - -- -- <br /> <br />, ~ txISI <br />;( /~W'RCP <br />1NV=89S,5 <br /> <br />~ - <br />'~ <br />...........'-' <br /> <br />95 LF 24" <br />RCP OO.74~ <br />OUTLET W /FES <br />INV-903,OO <br /> <br />, ...- <br />\, 'S~fI <br /> <br />ISEALI <br /> <br />"'uTE Jnly caples "hlch bear an embossed seal are cert'fl<ed ople~ <br /> <br />DRAWING fILE lu.e,./lond/962--/962J7 /FLD- TOPO.S70 <br /> <br />DATE <br /> <br />,no 8001< PAGE <br />'HECKED I DRAWN <br />RMS ROH <br /> <br />REVISIONS <br />8/16/96 <br />8/20/96 <br /> <br />~ <br />cB~~ <br />"--/ <br /> <br />I he-rebyertify that this pion, spt :1fj, :Jtlon or report I'IOS <br />was pr~pored b)' me or l.I'1der my direl"'1 'f.4.'ervtSlon and th<lt <br />I om 0 duly licensed EngIneer un je' th~ lows of the <br />State of ~.nnesoto <br /> <br />6110 Blue CIrcle Dnv" <br />Sulle #100 <br />Minnetonka. MN <br />55343 <br /> <br />lnd ustrial Eq ui ties <br />1660 South Highway 100 #536W <br />St Louis Park, Minnesota 5')416 <br /> <br />LAKEVIEW <br />BUSINESS <br />CENTER 4 <br /> <br />GRADING DRAINAGE <br />EROSION CONTROL <br />PLAN <br /> <br />(612) 933-0972 <br />Fax (612) 933-1153 <br /> <br />o~ o. 04~~ <br />DATE flllt, eo /9'''. LICENSE NO 238'18 <br /> <br />8/6/96 <br /> <br />PROJECT NO. <br /> <br />96237 <br />