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• <br />• <br />NORTH <br />14' PINE <br />14' MAPLE ., <br />=1e' ELY <br />12' PINE �M1 - 16' ELY <br />16' ELM <br />14' 43.9 <br />12' ELM <br />14"1444- 41141 <br />, <br />/ <br />, <br />, <br />E% SAN MH <br />MILLER FUNERAL HO <br />TOP 902.93 <br />INV 688.51 <br />EX SAN MH <br />TOP 894.56 <br />INV 887.84 <br />51'MH/ <br />ORFILE.'890.0 <br />INV. /892.00 <br />TOP 894.1 <br />12- RCP420.5X <br />14U' +APRON) <br />2". / <br />rr <br />y <br />GRADING PLAN <br />898 <br />896 <br />hn <br />m <br />RETAINING WALL <br />a, <br />P <br />0 <br />9, <br />CURB CUT DETAL <br />2' w <br />NOTES <br />PRIOR TO ROUGH GRADING, INSTALL SILT FENCE IN LOCATIIONS SHOWN <br />OR AS DIRECTED BY THE ENGINEER. ADDITIONAL SILT FENCE WILL BE <br />REOUIRED WHERE LOCAL CONDITIONS REQUIRE. <br />ROUGH GRADING SHALL PROCEED ON AN AREA BY AREA BASIS TO <br />MINIMIZE UNCOMPLETED AREAS. <br />AS EACH AREA OUTSIDE THE STREET IS GRADED, PROVIDE NATIVE <br />TOPSOIL, SEED, AND MULCH ANCHORED WITH A STRAIGHT SET DISC <br />WITHIN 48 HOURS OF FINE GRADING. <br />MAINTAIN AND REPAIR SILT FENCES (INCLUDING REMOVAL OF <br />ACCUMULATED SILT) UNTIL VEGETATION IS ESTABLISHED. <br />SEED TO BE MnDOT TYPE 500, MULCH TYPE T (2 TONS /ACRE). <br />SEED FOR PONDING AREAS 10 BE MnDOT TYPE 15A (WET MEADOW MIX). <br />TOPSOIL TO BE RESPREAD TO A DEPTH OF 6 INCHES ON THE FRONT <br />AND REAR PORTIONS OF THE LOTS. <br />kc <br />-830 — <br />X 886.2 <br />X 886.2 <br />EXISTING CONTOURS <br />NEW CONTOURS <br />EXISTING SPOT ELEVATIONS <br />PROPOSED SPOT ELEVATIONS <br />SILT FENCE <br />CERTIFICATION <br />I hereby certify thot this plop, specification or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Professional Engineer under the <br />laws of the Stote of Minnesota. <br />Susan E. Fussell <br />Dote: Lic. No. 25527 <br />9.1. <br />A <br />BALE CHECK DETAIL <br />PJ. <br />DITCH <br />Ban 'hates <br />TwN• > pnt•d that <br />1 0, / <br />SEE DETAL--' <br />BFI-0M <br />RECOMMENDED SPACING <br />BETWEEN DITCH CHECKS <br />DITCH GRADE (X) <br />SPACING (FT.) <br />2 <br />100 <br />• <br />75 <br />6 <br />50 <br />8 <br />40 <br />10 <br />25 <br />A <br />NOTE: <br />Point A newel ea higher that Paint <br />NOTE: <br />1e. 2 N. s 2 h wood stoke. or <br />r•Nfor0np pre F each pee and <br />wM•dd•d N that pram 10 h min. <br />DESIGN CRITERIA (BALES): <br />Storm 44.eu•ncl0 2 24 hr <br />Mao. 6o. velocity. 5 rL /•oc' <br />Mo. ditch prods: 55 <br />Moe. droN09• ores 2 aces <br />2%2%4' WOOD <br />STAKES 04' O.C. <br />SILT FENCE <br />PROPEX 'SILT STOP- FABRIC OR <br />EQUAL- FASTEN TO STAKES <br />EXISTING GRADE <br />10' YIN. <br />BACKF1LL <br />—BURY BOTTOM 6' OF <br />FABRIC <br />PROPOSED EMBANKMENT <br />ROCK CONSTRUCTION ENTRANCE <br />NO SCALE <br />GRAPHIC SCALE <br />( IN FETE ) <br />I inch . 30 91 <br />DRAMC 60 SO" <br />JOB 840: 560 -001 <br />DATE: 9/19/00 <br />CHECK 80. <br />DAC Nor56p001GR <br />94E65 1 el 1 <br />N0 <br />DATE <br />OCSCRIPTICO4 <br />84 <br />S P 1 1 70 <br />30 <br />CITY OF UNU LAKES <br />S <br />METRO <br />fIF ifIFY3ii1 i Sii i pl IV 2,5 ka.-%StafriReetait: LAND SURVEYING <br />k ENGINEERING <br />•A P w4/412 County (86 Road X0174 Little Canada, (511 7(88 -083Y <br />Email: rune•metrolr.com <br />