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<br />12,500 <br /> <br /> <br />E=r <br /> <br />~ <br /> <br />""'-J <br /> <br />~ <br /> <br />P,PE- <br /> <br />,,' <br />o <br /> <br />EX\!::I'T. 30" CUlL-ET <br /> <br /> <br />o <br /> <br />. 9068 <br /> <br />~l- <br /> <br />, <br /> <br />4 <br /> <br />9/4.8 <br /> <br />" '<'....-"--"-. <br />- -------- <br />a\9/~5 C-- -= C <br />~/Q~ - ----- <br /> <br />'J ~.~oo L J ~( <br />-1 80 - <br />'- / '6,~ c,) 9/920 . I <br />')0 0 00 ()'- <br /> <br />I <br /> <br /><< <br /> <br />] <br />J:;, <br /> <br />o <br />I <br />I <br />)~ <br /> <br />")' <br /> <br /> <br />/)_.1 <br /> <br />12,000 <br /> <br />] <br /> <br />9258 <br />'(,1 .,,) <br /> <br />~ ..l-;~l"-f~H~., <br />..... 1~ ---- 920 <br /> <br />o ~~O(.f) ____ (O"."!>) <br />h"o _ <br /> <br /> TAflLE 0," ^"MnITlt.o: <br /> CRAI>lVUR lW<u.:Ai <br /> JUPRN' rILTt.R RIPAAP f'ILT.tR <br /> 12 ~ DEPTH It.AfOUT a-OEPT .~ <br />~11'YPE I I 6'OtP'!1f '.Oll''I'I <br />'!"Tn 1 TYPE II TYPE 2 <br />IPI C'lJ. YO. 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I'\. .. <br />H22'J1Jl, ~ <br />" <br /> <br /> <br />N01'E' USE la" DEPTH RIPRAP <br />ON ALL CULVERT INLE1'S AND <br />OU1'LE,.S, <br /> <br />, <br />. <br />. <br />. <br /> <br /> <br />PLMI <br /> <br />~ <br />- <br /> <br />50 <br /> <br />~B <br /> <br />A <br />~ <br /> <br />B <br /> <br />10" Ou, 01 P1p.1 <br /> <br /> <br />" <br /> <br />rUtor <br />8hn~et <br /> <br />. ":.:t.~:., <br /> <br />".',';';,:,;J:: ;;~ ;;,';,.,;,~",,'~.'il'~:'-: i. .;1,::-;; ;:~.i;.;;';" <br /> <br /> <br />-., <br /> <br />SEe. A-A <br /> <br />RIP RAP DETAIL <br />FOR <br /> <br />R.C,P, APRONS <br /> <br />DENOTES <br />DENOTES <br />DENOTES <br />DENOTES <br />DENOTr.;S <br />DENOTES <br /> <br />I <br />PROPOSED CONTOUR <br />PROPOSED GRADE <br />PROPOSED STORM SEWER <br />D~RECTION OF DRAINAGE <br />S[LTATION FENCE <br />PFSE LINE <br /> <br />I <br />\ <br /> <br />~ <br />Cf) <br /> <br />:!' <br /> <br />~16)- <br />^(~IO, ~) <br />> -Z4'!-- <br /> <br />'- <br /> <br />- <br /> <br />\ <br /> <br />o 00000000 <br />0000000 <br /> <br />] ~ <br />}OO <br /> <br />r--" <br />w,._-,l <br /> <br />'\ [)9i79 <br />[ , <br /> <br />9293 . <br /> <br />ISo" <br />OUTl-E."t Pipe A~D <br />BA..'I==FL.E.D WE\ FZ-. <br /> <br />11,500 <br /> <br />12..0PO~E.O t:.E.DI MEt-JTA..'T10}o..1 <br />~TORMW"'1' E"- DETEt-.lTIO..... <br />TO COUNTY OITC\\!!> <br /> <br />"'.....0 <br />PO.....D <br /> <br />OE',..JOTE.~ ""'ETL~~ot PER <br />FR.A,...,,,,, !'voe,co,,", 4 A!'~Oc:., <br /> <br />EMER~ENCY <br />EL,'Q02,O <br /> <br />'UPf'OA T NO <br /> <br />r1LTtA rABRIC, ~IAIJI <br />"EINlROHNCE OR EOUAl <br /> <br />"", <br /> <br />SMI JOB NO. 61846-001 <br />Control <br /> <br /> <br />OVERI'LOW <br /> <br />PHASE I AND PHASE II GRADING <br /> <br />!. <br /> <br />Contr?ctor shall s:hedule pre-construction meeting one week prior to <br />startIng constructIon, Contractor shall notify the Watershed District <br />Engineer and City of New Brighton to the time and place of the meeting. <br /> <br />Install erosion control siltation fence prior to grading construction. <br /> <br />Remove 12" depth of topsoil with vegetation from wetland and stockpile <br />on site, Phase I and Phase II <br /> <br /> <br />\ ~ <br /> <br />If'- <br />I <br /><[ <br />Cf) <br />U <br /> <br />2. <br />3. <br /> <br />4. <br /> <br />Phase I - Grade ex~sting Jones lake sedimentation basin to the proposed <br />elevatIons and modIfy baffle weir. Spread 4" stockpiled wetland soil on <br />disturbed areas, Seed and mulch, Phase II - Grade proposed County <br />, Ditch 5 sedimentation basin, construct baffle weir spread." stockpiled <br />wetland soil on disturbed areas, seed and mulch. ' <br /> <br />5. <br />6. <br />7. <br /> <br />Clear and grub site and stockpile topsoil. <br />Grade site, <br /> <br />11,000 <br /> <br />~ <br /> <br />Spre~d topsoil on critical areas, seed and mulch immediately. Spread <br />remalnder of topsoil over the site, seed and mulch. <br /> <br />\ <br /> <br />I <br />I <br /> <br />I <br /> <br />Co?r?inate grading and utility erosion control construction. (Refer to <br />utIlIty and storm sewer plans under separate contract.) <br /> <br />After vegetation is stabilized, remove all temporary erosion control <br />measures, Install permanent vegetation on disturbed areas. <br /> <br />10. Begin construction Phase I Winter 1993, completion Fall 1993. <br /> <br />8. <br /> <br />g. <br /> <br />WETLAND MITIGATION NOTES <br /> <br />11. Begin construction Phase II Spring 1993, completion Fall 1993. <br /> <br />01 <br /> <br />1. TOTAL WETLAND FILL AREA: 2,800 S.F. <br />2. WETLAND MITIGATION AREA: 4,200 S.F. <br />J. REMOVE 120 C. Y. OF EXISTING WETLAND TOPSOIL ANID <br />STOCKPILE. <br />4. EXCAVATE MITIGAT10N AREA 9" BELOW PROPOSED ELE:VATIONS. <br />5. SPREAD 9" DEPTH, STOCKPILED WETLAND TOPSOIL INI PROPOSED <br />MITIGATION AREA BELOW THE 8C1S CONTOUR. <br />6. SEED AND MULCH DISTURBED AREAS ABOVE BCl5 CONTOIUR. USE <br />MnDOT SEED MIX AND TYPE I MULCH. APPLY PER MmDOT TURF <br />ESTABLISHED SPECIFICATION. (2S1S~ <br /> <br />1. ' Disturbed areas to be ~eeded, mulched and disced upon completion of <br />grading (within two days). Seeding and mulching shall conform to MnDOT <br />Spec. 2575. Seed mixture No. 500 and Type 1 mulch, diseed. <br /> <br />2. Excavate Phase I proposed pond during storm sewer construction. Spread <br />4" stockpiled wetland soil on side slopes, between 906 contour and 910 <br />contour. Seed and mulch above 906 contour. <br /> <br />CONSTRUCTION NOTES: - Phase 1 & Phase II <br /> <br />, <br /> <br />o <br /> <br />~o <br />~ <br /> <br />\ '" ~s ~~ <br />RE.Tp..,I>-l'>-Ic, WA.L.L.. <br /> <br />I2EVI'&ED <br />QEV\SED <br /> <br /> <br />(612) 911.1 i!l16 <br /> <br /> <br />SCHOEll & MADSON. INC. <br /> <br />I HEREBY CERTIFY THAT THIS PlAN WAS PREPARED BY "'E OR UNDER "'Y <br />OORECT SUPERVISION AND THAT I A'" A DULY REGISTERED PROFESSIONAL <br />ENGINEER UNDER THE LAWS 01' THE STATE 01' MINNESOTA <br /> <br />M r.w~' <br />1/ <br /> <br />LAND PLANNING <br />DIVIlOP"'INT CONSULTING <br /> <br />Dn1lrwd <br />8, <br /> <br />Grading <br /> <br />& <br /> <br />60.. CHAIIWOOD ,...IIWAY ,20S <br />..'NH!fO....A.WIll IIU., <br /> <br />ENGINEERS . SURVEYORS . PLANNERS <br />SOIL TE9TING . ENVIRONMENTAL SERVICES <br />10560 WAYZATA BOULEVARD <br />MINNETONKA, MN 55305 <br /> <br />Dnwn By <br />Re:> <br /> <br />1~t;3 Z- <br /> <br />12-/9/92.. <br /> <br />l~ ~~\GN <br />D~~ <br /> <br />0... <br />\'2.- &-~2.. <br /> <br />REa No <br /> <br />DAn <br /> <br />POL' <br /> <br /> <br />RECOMMENDED TOE -IN TRENCH <br /> <br />POSTS SHALL BE SPACED NO GREATER THAN <br />~' APART <br /> <br />FABRIC SILTATION FENCE <br /> <br />Seal.. <br /> <br />,\1'::'\00' <br /> <br />A <br /> <br /> <br />L- L: <br />I~"RCP <br /> <br />--, <br />, <br /> <br />.0 <br />., <br />'" <br /> <br />2' Random Rlp'Rap <br /> <br />9" Circular openln; <br />Inv 8940 <br /> <br />4".4" Pr.nUI' PlnlO Tr.ated <br /> <br /> <br />Top Boffle. <br />H B%.aJ <br /> <br />-~, <br />..:"..:-___~:J . <br />- ..".\ <br />~___ ___ _ _ ,; l!~~s'p..l, <br />'~ ': <br />__.....)1 L.o <br />::: <br />: r I lrw 8940 <br />," <br />'" <br /> <br />Bottom 801f1. <br />EI 894 0 <br />.~ <br /> <br /> <br />Bottom POlld <br />EI,6920 <br />Sldlm."t StorOQI <br /> <br />, <br />" <br />:: In'l Botlle openln; (9~~1 <br />, [ EI,894 0 <br />" <br />!l <br />" <br />Ii <br />II <br /> <br />. <br />0.. <br />-' ~ <br />....... <br /> <br />'ILTUl 'ASlue <br />eACIO'llL <br /> <br />SECTION A-A <br /> <br />NATIVE SOil.. <br /> <br />COUNTY DITCH <br /> <br />BAFFLED OUTLET <br />STRUCTURE <br /> <br />2". 12" PInto <br />Tr'Oled Boords <br /> <br />3O"AprOfl <br /> <br />A <br /> <br /> <br />L- L: <br />JO"CMP(EXl <br /> <br />''? <br />-"2-_ <br /> <br />3'-0" <br /> <br />A <br /> <br />o <br /> <br />--, <br />, <br /> <br />.", <br /> <br />-0 <br />-, <br />N <br /> <br />'0 <br />, <br /> <br />k- <br /> <br />Top 80rlle <br />E!. 8990 <br /> <br />4". 4"PrenulI PenlO Trealed <br />TOpol BollleEI 8990 <br /> <br />c,'O~ <br />~.\" <br /> <br />I' <br />" <br /> <br />--., ----- <br />..::"______~:.t '\ <br />-- "d'c' <br />I r------__,:e__~r:.t.1 <br />'1 G (Ex) <br />::1 <br />I" hw8955 <br />LU <br /> <br />Ballom 80rtl. <br />El 895,~ <br />-~ <br /> <br />, : <br /> <br /> <br />12" Circular ope-nino <br />Inv 695 ~ <br /> <br />Bollam Pood <br />EL893.5 <br />S.dJmlnl SrorOQI <br /> <br />, <br />" <br />I' <br />" <br />d <br />" <br />I' <br />" <br />" <br />II <br /> <br />-0.. <br />.' ~ <br />".... <br /> <br />SECTION A-A <br /> <br />JONES LAKE BASIN <br /> <br />BAFFLED OUTLET <br />STRUCTURE <br /> <br />PREPARED FOR <br /> <br />Industrial Equities <br /> <br />A <br /> <br /> <br />