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900 <br />89.0 <br />880 <br />WETLAND 3 DRAINS <br />DIRECTLY 70 RICE mirk <br />Alf. <br />.111, <br />4,200 S.F. _ <br />WETLAND <br />REPLACEMENT _ <br />(SEE DETAIL) <br />DT NY. 888.0 -- <br />SUMP 885.0 <br />; <br />/FILTRATION EtAiTI .t5 .3\ D <br />R5) A EA..4.000 i: <br />/ BOTTOM =987.5, NWL=DRY-11-, <br />100 -YEAR HAIL /A889.8 <br />/ TOP BERM =890.0 <br />z/0 LF. 5 DR - \1 <br />(TILE 0 887.5 <. !-' <br />CLEAR CUT TREES ATDL <br />BRUSH FOR SIGHT <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 UG1iT TRACKED <br />EOUIPTMENT TO AVOID COMPACTION <br />OF THE BASIN FLOOR <br />. \ ti;^r <br />PAYE"PROPOSED • V .411, <br />STREET FOR EEDISTANCE"-, 44 LF. 15• Rt <br />OF 5OIFET <br />i- ,-4,. "-INV. N. 886.9-d-' <br />/4_ INV. S 886.Z' <br />rte• 1 <br />1_650 LF. <br />SILT FENCE <br />44 LF. t5 RCP- <br />/NV. S. 888.70 <br />INV. N. 888.50 <br />air, <br />1 it <br />II <br />II <br />O <br />ry <br />V <br />6 <br />r' <br />air. <br />RICE CREEK FLOOISPLAIN `I.J <br />ELEVATION = 867.5 �•_.• <br />ODOR <br />00 <br />m <br />H <br />6 <br />WETLAND'` #1 <br />(382,970 5.F.) <br />`NWL (DRY) <br />HWL 887.6 <br />L <br />PC1+ <br />- <br />r�'rn -H <br />/ <br />'DRAINAGE, <br />t U11UTV '- <br />EASEMENT \ <br />Tr <br />• S. <br />- -0.502 <br />ry <br />• <br />15 RCP: <br />CULVERT tt 1iC <br />RGP <br />CULVERT CROSSING <br />0 25 50 100 200 <br />SCALE IN FEET <br />LEGEND <br />—888— EXISTING CONTOUR <br />WETLAND DELINEATION <br />.I f. WETLAND <br />D 0 <br />TREELINE <br />CLEAR CUT TREES/BRUSH <br />1Q' WETLAND BUFFER <br />RIP RAP <br />STORM SEWER <br />SILT FENCE <br />A m n N <br />CD cilD <br />OD 0 <br />IOC Le m_ <br />• <br />M <br />CD • <br />m m <br />ry 0 <br />ori cc; m m m <br />m <br />m® 0 <br />m <br />20+50 20+00 19+50 <br />TIE LOCA11OIS CF DUSTING UNDERGROLAV UTD.fTES ARE SHOWN N AN APPROOMA1E WAY ONLY. THE <br />EXCAVATING CONTRACTOR SHAIA DE1ERMW€ WE EXACT LOCATOR OF ALL EWS ING UTIU7S BEFORE <br />CDMIENCDNG WOE . HE AGREES TO BE FULLY 12E7ON9®LE FOR ANY Are ALL DAUAGES T6e04 MIGHT BE <br />0CCA90NEr BY 216 FAILURE TD EXACTLY L=ATE AND RESERVE ANT AND ALL UNDERGROUND UT.mrS <br />o °n m n :Ito <br />M arr. <br />A I m mm <br />m.0 <br />19+00 18+50 <br />n m <br />A m <br />o m <br />AO <br />m <br />ry ° <br />m dIm <br />m m <br />m <br />55 ° ro <br />- ''m <br />40 -' -qm- <br />a O • <br />n <br />m d <br />m <br />m <br />18+00 17 +50 <br />1401E51 <br />1. ALL HOPE SHALL BE DUAL WALL <br />2 PIPE LEND-INS N 11)1)0 FLAKE END SECTIONS <br />17 +00 16+50 16 +00 <br />900 <br />890 <br />880 <br />Ot � O <br />m <br />0- <br />m m <br />m° <br />-m—m <br />m,,., O �. d ry <br />d 4 <br />d ° <br />a <br />m- <br />m <br />Cs- nqo. <br />-ra mm <br />m 8'm <br />m Mo <br />" mm <br />m <br />m - • <br />15+00 14 +50 14 +00 13+50 <br />13+00 12 +50 12+00 <br />Revisions <br />Na Date By Remarks <br />2/16/07 <br />6/107 <br />7/74/07 <br />APO <br />K15 <br />KTc <br />PER OTT L1s9ENTE <br />PER OTT RLEN19 <br />PER 01Y =NEWTS <br />I hereby certify that this pion eras prepared by <br />me ar under my direct supervision wId that <br />I om o o iy Licensed Prolessiond Emyleer <br />under the foes of the Slate of Minnesota_ <br />Sonature <br />Name MATE DOLEZAL <br />Date 2/16/07 Lim j 42004 <br />Desioned IRK <br />Droam 1RK <br />Date 10/4/06 <br />O erdred <br />Approved <br />HLI 1 & <br />ASSOCL4 . ES, LNC. <br />Surveyors + <br />PO Box 37 <br />Forest Lake, MN 55025 <br />ph: (651) 464-3130 <br />fax: (651) 464 -4822 <br />emalt: hultg0rtra.eom <br />Enumeers + wetland Specialists <br />Client <br />Brian Wessel <br />hoiect <br />Moon Marsh at Lino tikes <br />Lino Lakes, MN <br />Sheet <br />Street Plan and Profile <br />12»-00 to 20+84 <br />R <br />ECU IVED <br />halt 2007 <br />CiT'r' OF LINILAEQS <br />JUL 2 7 <br />NIIr T FII F ND • fD1798 <br />