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• <br />900 <br />f <br />0 25 50 <br />100 <br />20D <br />SCALE <br />IN <br />CLEAR CUT TREES AND <br />BRUSH FOR SIGHT <br />FEET <br />s <br />•6 <br />k'l <br />N <br />/ <br />1 4P , <br />01, r – <br />/ <br />\ <br />1 <br />r <br />I WETLAND BUFFER _ _ - - <br />(TT'P) <br />52 LF. 16' RCP <br />- -INV. N. 884.34 <br />INV. S. 884.12 <br />888— <br />44 LF. 15' RCP <br />NV. N. 887.70 <br />INV. 5. 887.50 <br />Nn p ^� , :(. �`a�►o.► <br />o RADIUS 250 -FT o, SILT FENCE -� �� /, ■•• _ .411 <br />• - <br />� N <br />A - <br />_ p ai <br />EXISTING CUP <br />DRIVEWAY CULVERT - <br />TO BE REMOVED <br />700* S.F. <br />WETLAND - <br />IMPACTS <br />LEGEND <br />— 888— EXISTING CONTOUR <br />WETLAND DELINEATION <br />WETLAND <br />TREELINE <br />CLEAR CUT TREES/BRUSH <br />10' WETLAND BUFFER <br />RIP RAP <br />117. <br />4 STORM SEWER <br />— a--a- SILT FENCE <br />m <br />m <br />0 <br />er <br />V - 889.30 <br />■ <br />zoo <br />Lf- <br />.AI! <br />SIB <br />200 LF. 6' DRAIN <br />TILE 0 886.0 <br />EOF / <br />(RIP RAP) - <br />888.50 <br />\11 <br />20 LF. 12' f <br />HDPE ■ 0.5Z - <br />F.E.S. 885.90 <br />OP <br />4ATCH BASIN .6.- <br />-(RIM 888.00 ,/ ■I <br />, NV. 886.00 / <br />141, `- <br />?`1 <br />I. I <br />> - - FILTRATION BASIN 4P <br />AREA =2.100 S.F. (PVC CREDITS) <br />BOTTOM 887.50, NWL =DRY <br />100 -YEAR HWL =888.8 <br />TOP BERM.889.0 <br />(' O <br />JpD�' <br />y�'l -10 -A- T 4k <br />h (a ) <br />4.!!i (9)rJ <br />fl <br />NOTE <br />1. COMPLETE IMPERVIOUS AREA <br />CONSTRUCTION AND STABILIZE <br />PERVIOUS AREAS PRIOR TO <br />INTRODUCTION OF STORMWATER <br />INTO THE FILTRATION PRACTICES. <br />2. FINAL GRADING OF THE <br />FILTRATION AREAS SHOULD BE <br />COMPLETED USING LIGHT TRACKED <br />EOUIPTMENT TO AVOID COMPACTION <br />OF THE BASIN FLOOR. <br />STA ■ 12 +00 <br />ELEV - 892.80 <br />900 <br />890 <br />-2.00K <br />H <br />5 <br />a <br />003 <br />h <br />5 <br />a <br />La <br />5 <br />a <br />;0% <br />880 <br />11b' RCP <br />CULVERT <br />CROSSTN <br />0 <br />RCP <br />LVERT CRO <br />890 <br />880 <br />0 <br />O <br />m o <br />m m <br />0 <br />0 <br />om <br />� m <br />0 CO CO <br />n <br />o 0 m <br />mm 0 <br />1 <br />n ID <br />mto <br />°n <br />m <br />m <br />t■ <br />m <br />r0, m <br />0 <br />mm <br />m m <br />kD <br />m <br />0 <br />m <br />to <br />to <br />0 <br />0 <br />O <br />m fD <br />O'] - O <br />• co m m <br />m <br />m <br />CO <br />on <br />k7 <br />m <br />ai <br />a co <br />m m <br />0 <br />rn 0 <br />m m <br />m m <br />0 <br />co <br />m <br />m <br />to <br />to <br />to <br />0 <br />om <br />2 <br />m .0 <br />O <br />to <br />m <br />m <br />N n <br />CO • CO <br />CO <br />CO m <br />cn <br />of <br />to <br />to <br />°n o <br />� lD <br />two <br />o <br />m m <br />m <br />O <br />m t <br />m <br />o <br />• O N <br />• m m m <br />0 <br />m <br />no 1 an <br />to o oft <br />m <br />.7 <br />m0 <br />on <br />to <br />m <br />m <br />• <br />0+00 0+50 1 +00 1 +50 2 +00 <br />THE LOCATIONS CF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY DILLY THE <br />EXCAVATING CONTRACTOR STALL DETERMINE THE EXACT LOCATION OF AU. EXISTING UTILITIES BEFORE <br />COMMENCING WORK HE AGREES TO BE FILLY RESPONNBLE OR ANY AND ALL DAMAGES YMICH MIGHT BE <br />OCCASONED BY HIS FAILURE TD EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. <br />2 +50 3+00 3 +50 <br />NOTES: <br />1. ALL HOPE SHALL BE DUAL WALL <br />2 PIPE LENGTHS NCLUOE FLARED END SECTIONS <br />4 +00 4+50 5+00 5+50 <br />6 +00 6 +50 7 +00 <br />7 +50 B+ DO 8 +50 <br />9+00 9 +50 10+00 10+50 11 +00 11 +50 12 +00 <br />Revisions <br />Na Dote By Remaks <br />H <br />'Ih6A77 <br />SID <br />PER On CtaI€Nis <br />Z <br />86/1/D7 <br />NTS <br />PER CITY COMMEN1S <br />I hereby certify that this pion was pr by <br />me I under my erect supervision aO that <br />I or o duly Licensed Professiond Engineer <br />under the lows or the Slate of 1&ekesota <br />Signature <br />Nome <br />MARC DOLEZAL <br />Dole 2/16/07 <br />License • 42004 <br />Designed TRK <br />Dram TRK <br />Dole 10/4/06 <br />Checked <br />Approved <br />HULT. & <br />ASSOCIATES, INC. <br />aurvevms <br />+ Engineers <br />PO Box 37 <br />Forest Lake, MN 55025 <br />ph: (661)464 -3130 <br />fax: (651)464-4822 <br />email: hulttmfra.com <br />+ Wetland Saeci.Dee <br />Client <br />Brian Wessel <br />Prot <br />Moon Marsh at Lino Lakes <br />Lino Lakes, MN <br />Sheaf rise <br />Street Plan and Profile <br />0 +00 to 12 +00 <br />REC <br />EIVED <br />JUN 0 8 2)07 <br />CITY OF UNO LAKES <br />Sheet <br />3 <br />7 <br />HULT FILE NO D422 <br />