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I , <br /> 1 ( \ <br /> LEGEND: <br /> 35'Dlra / I sur NNIl,Ms <br /> SETBACK \ I \ I �� / / , I ••••••• smou,r <br /> • / aaa mRaratlmtgN eNraAxa <br /> NAM mm arrummoUf <br /> / ♦ �C 1 afn ,a tit,w/raven:mea <br /> � // / ,/%' � 11 •o— NtOMfeb rear: <br /> 189 sq ft.wetland Impact / ' I raorosmdlvear <br /> EMENT�/ aw'.9ets eA <br /> 12'x Ir BITUMINOUSCROSSI <br /> I / I Nti(SEE <br /> TENNIS THECOURT DETAIL) I l <br /> 20 IF 1a•I.D.HDPE, <br /> a' <br /> _ 1560 TANG Fw000 AD <br /> .' <br /> DUAL-WALL,•l.o% ORONO,MN / <br /> �'c K85 2CY RlpMp,CLP m / <br /> W1 FABRiC,7WE4 \ ♦ _.-- --/ / <br /> _-983982 <br /> + j- eL•- 20 LF BIOROLL,6' <br /> / e'xT GATE,BY `� ♦\\Q \`�`�_ / <br /> \ I; <br /> (VERIFY LOCATION) <br /> \ \ ` --- <br /> l— tea IF Sar FENCE,ns <br /> `------ \ '\\ \` \\` L L LL , <br /> _ \ `�\ LE AOCK CONSTRUCTION <br /> ENTRANCE(SEE D! ETAIL). <br /> ------- _ \ `�` ` � SITUATE AS NEEDED. <br /> L <br /> SITE GRADING&SUBGRADE PREPARATION: SEDIMENT CONTROL&NRF RESTORATION NOTES: <br /> quality love[O.This utllily quality Level was 1. UNeu othemise nerd,all Proposed grades shown ere flnlshed 9catlH.Flnlohed pntlH at she points 1. Instetl rod:mmUudlon entrance Immediately upon project Initiation. <br /> 1'Stadad Grusdellows for the COK ctk.and between spot elovatiorw or motwrs are determined by unlf--elopes between the given grades• <br /> It <br /> guarantee the—cy of Wtlty lou0ms or 2. At bcatkxo whore new work concocts to existing work,fleld verry existing elovetiom and grades prior to L wall M resent nran MNall Onaneassimbled or madtmrYkd sNt fenca(3986)or Moroll(3897.7A)around any eetl s[ockpRH that <br /> r—u utff beginning b.new work.Match exbtinq grades at construction limits. p NYS. <br /> i this plan Is from the R.survey performed by 3. ropsoe from fW ess shall be shipped,salwgd and stockpiled;subcvt below Rml grade for 3. N.dimer rg in ndoeuaryr water must 4 discharged so as m Pmmt erosion and adlment-Iden water <br /> placement o1 a minnbbmum of 6•se[vagd toped. front O cerwat tg downstream Is ne <br /> osd standards and specifications. 4. Excavated msterial that cannot be adequate worked Into Me she will he hauls d disposal by the S' OrB[e car h d washout Y not permMed, <br /> M require ray• S. sed Bmutat tie an bareae after vQd wWn2 theaeeks a ft cting 70%owenag on. <br /> d materials necessary to s=a 0.1 prior CONr At 6. Remwe lit fav and biaolLe ager vegetation growth Hmedf 70%coverage war lig Olsbebed areas. <br /> i <br /> not be code for ancillary Reme uNeu prior S. Remove At uitmluMa material(organic so0s,uncontrotld fill,debAs,and natural or artMdal Obstructions) <br /> In the tone Icon 33 R babes the finished subgrade to the finished subgrade In the proposed <br /> tN or seek until site Is stabilized;adjust ermlonPavemem/murt areas. <br /> S. <br /> Asphak Ness:Strip topsoil, subgrade m <br /> ed subgre aCass V aggregate 100%standard Proctor(Mn/DOT <br /> 2211)and plant geutextilo fabric under aggregate base. <br /> 7. Plammant and mmlradlon of material as Indicated is Inddentel. <br /> + I w v I Rn.I By wrE DESCRP" I « .." .::Q:A�.• uo,..w�,,. I 6UHMAN PROPERTY IMPROVEMENTS at <br /> I m <br /> i1560 TANGLJ'WOOD RD.,ORONO,MN 3 <br /> ScgLe Fast r s esAaNaa OF <br /> 040 <br /> lir m —I—I—� ��, ♦tB7a GRADING&DRAINAGE PLAN 3 <br /> is <br /> Joint Application Figure 2 <br />