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900 <br />890 <br />880 <br />0 25 50 <br />S ALE <br />100 <br />IN <br />CLEAR CUT TREES AND <br />BRUSH FOR SIGH J <br />200 <br />}- ±_ <br />r, <br />52 LS. 16' RCP <br />i - -INY. N. 884.34 <br />INV. S 884.12 <br />BBB <br />Al 1 <br />Li Q CURVE ,..' <br />c RADIUS 25D-Fl In <br />- r/ --P <br />i /-.i rn <br />�1 0 <br />AFT <br />ti112 raCJ `3:1- <br />J <br />6 6 6J <br />/ <br />1 <br />/! <br />• <br />• <br />AB <br />• <br />• <br />Jam_ / �_� / <br />. \ <br />n.:- <br />7001 SF_ <br />WETLAND - <br />IMPACTS <br />LEGEND <br />EXISTING CONTOUR <br />WETLAND DELINEATION <br />WETLAND <br />TREELINE <br />CLEAR CUT TREES/BRUSH <br />10' WETLAND BUFFER <br />RIP RAP <br />STORM SEWER <br />SILT FENCE <br />D <br />2.00k <br />44 LF- 1r RCP <br />r1V. PL 887.70 - <br />INY. 5. 687.50 <br />10' VIETLAND BUFFER-- - <br />(TV) <br />n <br />+ <br />EXISTING CUP <br />DRIVEWAY CULVERT - . .,ri <br />TO SE REMOVED �" <br />:4.-74,TC : 4k • <br />SILT FENCE - __GAS 4•_ _.� _ .� <br />/ <br />/ <br />0) <br />CO <br />/ <br />/ <br />W <br />1 <br />20D LF. 6 DRAW <br />TILE O 686.0 1 <br />/ 2D LF. 12' J <br />EOF / HOPE • 0.5>; <br />(RIR - FLS. B85.9D <br />1 <br />; <br />• .9 �t°qc `s". Q <br />FILTRATION BASIN 4P <br />AREA= MOD SF. (PVC CREDITS) <br />BOTTOM 66750, NNL -DRY <br />100 -YEAR NVIL =858.8 <br />TOP BERM=B89.D <br />TCH BASIN <br />-I M BB9.00 <br />/NV. 866.00 <br />�w4 <br />4� ¢ ti <br />e9GTrGr�' <br />`•y l <br />(3'30 O <br />4./!r. 685 rJ <br />O <br />0 <br />ID <br />0 <br />n <br />m <br />e_ <br />a <br />ONG <br />J <br />la or <br />-G9 3 <br />11• <br />ce\ <br />5 <br />• <br />• <br />• <br />/ <br />Se/ <br />N <br />NOTE: <br />1. COMPLETE JMPER IE 15 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 />EOLRPTMENT TO AVOID COMPACTION <br />OF THE BASIN FLOO- <br />0 <br />+ <br />N <br />0 <br />0 <br />eV <br />m <br />0 <br />W <br />W <br />900 <br />890 <br />880 <br />O <br />0 <br />00 <br />^,n <br />0 • <br />O CO <br />▪ CD <br />m <br />m <br />ro <br />m <br />0 <br />Lao <br />00 <br />CO. <br />en <br />rD <br />m <br />co • <br />m <br />m <br />O <br />ret <br />0 <br />m <br />x, O <br />of <br />0 <br />m <br />OCD <br />0+00 0+ 50 1 +D0 1 +50 2+00 2 +5D <br />TIE LOCATCNS OF E STB= UNDERGROUND MITES ARE SHORN N AN ARPIN/BRA E NAY ONLY. THE <br />ExGVA1NG CONTRACTOR 47ALL D``TE RE 1HLEXA'T =MR A110N of ALL ExST00 wants BEFORE NOTES: <br />C 0M1m10NC ROM 1E AGREES TOW FULLY RMPONSIBLE FOR ANY AND ALL DAMAGES Ti110N MIGHT PE <br />O¢Jt9O ED BY NES FArui E 1D ExACTLY LOCA1E AND PRISERVE ANY Alm ALL Uttffi ORDLMO moms. <br />3+00 <br />3+50 <br />1. ALL MOPE STALL £ DUAL RAU_ <br />2 PIPE LENGTHS NnuME FLARED END SECTIONS <br />4+00 <br />4+50 <br />5+00 <br />5+50 <br />6+00 <br />6+50 <br />7 +00 <br />7+ 5D <br />5+00 <br />5+50 <br />9+ CID <br />9+50 <br />10+00 <br />10+50 <br />Gm <br />11 <br />50 <br />12 +00 <br />RECEIVED <br />JUN 0 8 2)07 <br />CITY OF LINO LAKES <br />Revisions <br />Ns_ Dote By Ramona <br />? ,11/117 <br />KIS <br />FER Orr CZINENTS <br />PER Ow =RENTS <br />I hereby corbiy that this pipe wLS prepaed by <br />me a under my trod s .and tirot <br />I as o 6dy lammed Frok=101d EnQoio <br />under We bows of the State of IWmoolo. <br />SommVure <br />Nome ILARC DOLEZAL <br />Into 2/16/07 License ! «c <br />Deeiwa6 IRK <br />Dro.o 118 <br />Dote I0 /4/06 <br />Checked <br />Almrrne6 <br />HL:LT & <br />ASSOCIA'IES, INC. <br />R.n+enare <br />[_.nrwnrws <br />PO Box 37 <br />Forest Lake, MN 55025 <br />ph: (551) 454 -313D <br />tax; 1651) 454-0822 <br />SInaiL hulterrrfra-eom <br />▪ Ihrofirenkt <br />Cheat <br />Brian Wessel <br />Moon Marsh at Lino Lakes <br />Lk Lakes, NON <br />Sheol Idle <br />Street Plan and Profile <br />0 +00 to 12 +00 <br />Sheet <br />HILT FILE Na.: 14. 211 <br />