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SITE, GRADING, DRAINAGE A <br />N <br />D EROSION CONTROL PLAN <br />V / Y <br />DRAI <br />S EASEAR' <br />AN <br />: <br />I <br />/ <br />/ • <br />•••• •ti <br />1 P••e 0. •64••••g••• <br />11•0•0,•011 <br />••••I •••• <br />•• �•••• <br />Ow �l •4 <br />a. <br />D <br />0. <br />X <br />\ <br />892.1 <br />5 "B <br />12 "Bx- wA <br />\ \1i 11 iv1 <br />11 11/, 1 <br />-1\\ AP <br />8 "RO - II <br />1 <br />3 -19 "RO <br />24 "S�x <br />d ' <br />895.6 <br />�91, ern <br />"Sp <br />'Ap . <br />HOUSE <br />;/:,?7,5 <br />X896. <br />ECL <br />GRADING NOTES <br />INSTALL AND MAINTAIN SILT FENCE AS NECESSARY <br />INSTALL ROCK CONSTRUCTION ENTRANCE <br />SEED AND MULCH AREA WITHIN TWO WEEKS OF FINAL DISTURBANCE <br />SEED S.E. WETLAND (near monument) WITH MNDOT 25B OR SAME PRAIRIE <br />RESTORATION MIX AS SPIRIT HILLS <br />SEEDED AT A RATE OF 35 LBS PLS PER ACRE <br />MULCH RATE SHALL BE 2 TONS PER ACRE <br />VEGETATED HATCH AREAS TO BE BROUGHT UP TO GRADE WITH GRANULAR <br />SAND FILL <br />LARRY GRUBBS WILL PERMIT GRADING ON HIS PROPERTY <br />DRAINS TO DITCH TO RICE LAKE, S 30, T 31, R 22 <br />IF WETLAND EXEMPTION IS NOT GRANTED, FILL AREAS OF THE EXISTING <br />WETLAND REPLACEMENT AND BANKING PLAN SHALL BE REVISED TO REFLECT <br />THE 2002 RE- DELINEATED WETLAND FILL AREA AMOUNTS. <br />NEW DELINEATION SHALL BE DONE IN THE SPRING 2002, IF THE BOARD DOES <br />NOT EXCEMPT WETLAND OR MAKE A NO LOSS DETERMINATION <br />TEP FINDINGS PRESENTED AT THE 2/13/2002 RCWS BOARD MEETING <br />INSTALL NETLON ADVANCED TURF ONCE CURBS AND PARKING LOT SURFACES <br />HAVE BEEN INSTALLED <br />ROUGH GRADE SHALL LEAVE NETLON ADVANCED TURF AREAS 6" ABOVE GRADE <br />EXCAVATE OUT AND DISPOSE OF THE EXTRA MATERIAL FROM THE NETLON <br />ADVANCED TURF AREAS <br />TILL IN THE NETLON MESH WITH A NETAVATOR <br />ADD PEAT OR TOPSOIL IN APPROVED AMOUNTS TO THE ROOTZONE <br />MIXING AND BLENDING MAY ALSO TAKE PLACE OFFSITE <br />CITY ENGINEER TO APPROVE TIME FOR THE REMOVAL OF EROSION CONTROL <br />MEASURES <br />STORM NOTES <br />ALL STORM SEWERS TO BE 12" N -12 HDPE PIPE UNLESS NOTED OTHERWISE <br />ALL STORM SEWER CATCH BASIN /MANHOLES SHALL BE TYPE 406 <br />ALL STORM SEWER CATCH BASINS SHALL BE TYPE 409 <br />ALL STORM SEWER MANHOLES SHALL BE TYPE 402 OR 409 <br />DRAINTILE SHALL BE 6" CONTECH A -2000 PERFORATED WITHOUT SOCK <br />1 <br />1 <br />1 <br />1 <br />,153' <br />FLo.o ,i .9% -f> <br />ww /A <br />W� ■h <br />FL <br />�fA.!397.1 <br />FbA <br />"'___i_4497 4 <br />L Cell <br />897.5 RIM: 897.31 <br />• INV:893.31 <br />t` o 3 <br />X98.3 <br />20 <br />GS <br />6) <br />"f CL <br />305.09 <br />`13'41 "W x 893.5 <br />p "E <br />89� <br />EXCEPTION <br />897.9 <br />FL <br />8197 <br />FL <br />Hb <br />97.\ <br />FL. <br />/w line C.S.A.H. 10 fF — <br />-898- <br />TS- - i> - - -- v -8-r - <br />73 <br />°.q-Fi er line -B-irZ -S`}. <br />1 - - -- - - - —+-- - --1 _ _ ° 6 <br />I = -- \ <br />0 <br />I RECEIVED <br />JUN 14 2002 <br />CITY OF LINO LAKES <br />GRAPHIC SCALE. <br />LEGEND <br />SF <br />110 FEET1 <br />1 Inch - 30 IL <br />SILT FENCE <br />EXISTING CONTOUR <br />-- — — — -(896) PROPOSED CONTOUR <br />x 895.69 SPOT ELEVATION <br />WETLAND <br />PLAYGROUND <br />1 (REVISIONS BY 1 <br />=SS:SS RAISED PERVIOUS PLANTER <br />INFILTRATION /FILTRATION <br />NETLON AREA <br />DEPRESSED PERVIOUS <br />PRETREATMENT NETLON <br />INFILTRATION RAIN <br />GARDENS <br />111•N5ED PER RCWS <br />02/75/2007 <br />WATT <br />[REVISED PER RCWS <br />03/28/2002 <br />W614 <br />11EH510 PER OTT <br />04/14/2002 <br />WATM <br />R(NSCD PER OTY <br />DR. <br />'I HEREBY CERDFY THAT THI\ <br />PLAN OR SPECIFICATION WAS <br />PREPARED BY ME OR UNDER <br />MY DIRECT SUPERVISION AND <br />THAT 1 AAI A DULY REGISTERED <br />PROFESSIONAL ENGINEER <br />UNDER THE LAWS Or THE <br />STATE a MINNESOTA <br />DATE: REC. <br />W.A.T. McCULLY <br />00.23130/1 <br />cp <br />DRAWN <br />DRL <br />CHECKED <br />WATM <br />DATE <br />2/13/2002 <br />VERTICAL SCALE NORIZ. <br />r <br />JOB NO. <br />• 01516 <br />BOOK <br />PACE <br />SHEET <br />6 SHEETS <br />