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GRAD <br />a <br />NG <br />GRAPHIC SCALE <br />( w FMM.r ) <br />1 WS - MU IL <br />PL; N <br />• <br />SALVAGE AND <br />REPLACE RPR <br />• <br />0.5CY CLO WRAP r cuu <br />• 6" ADS N12 WRAP <br />PERFORATED PIPE CNECIC DAY <br />NO ODOM TO BE 001E OFF STE ,i <br />tuasrAbLos MIX <br />EROSON CONTROL <br />4CY COI RPRAP <br />OVERFLOW/CHECK <br />y f FLAT cUR / DAM <br />GRADING NOTES AND SEQUENCING <br />SILT FENCE TO BE INSTALLED DOWNHILL FROM <br />ANY GRADING ACTIVITY <br />SOME TREES AND DEAD FALL ARE TO BE <br />CLEARED <br />BEGIN STRIPPING TOPSOIL IN RIGHT OF WAY <br />SITEWORK SHALL BEGIN ONCE SILT FENCE IS <br />INSTALLED <br />CONSTRUCT AND MAINTAIN ROCK CONSTRUCTION <br />ENTRANCE OFF LAKE DRIVE <br />SILT FENCE TO BE MAINTAINED DURING GRADING <br />SEED AND MULCH DISTURBED AREAS WITHIN TWO <br />WEEKS OF FINAL DISTURBANCE <br />SEED MIXTURE SHALL BE MNDOT SPEC 3876. AT <br />A RATE OF 35 PLS Lbs /ACRE OR MNDOT SPEC. <br />500 AT A RATE OF 50 PLS ibs /ACRE <br />MULCH RATE SHALL BE TWO TONS PER ACRE <br />MIN. BSMT. OR FLOOR ELEV. SHALL BE A MIN. OF TWO FEET <br />ABOVE 100 YEAR POND/LAKE ELEVATIONS <br />ANY RIPRAP SHALL BE CLASS 11 <br />..• CONTACT WILUAM MCCULLY AT GLENN REHBEIN <br />COMPANIES AT (763) 784 -0657 <br />STRIP PERVIOUS PARKING AREA AND FILL WITH WASHED <br />SAND 2' BELOW FINISHED GRADES <br />OVERSIZE WASHED SAND AREAS AT 1:1 <br />PREVENT COMPACTION OF PERVIOUS AREA <br />DRAINTILE UNDER BITUMINOUS TO BE COVERED WITH <br />2" INSULATION. 4' WIDE <br />•---------- -598 -- <br />suriasRAP� -- . <br />a". ADS TiTY" <br />!/y` 896----- - <br />f11111111-I1 11■11-1 <br />7 <br />V V V 7 a <br />sVVV <br />V V V V <br />594 - -- <br />iX 902. <br />-- 892 - - -- <br />IV <br />• 4vi^% <br />CL- <br />CASINO R',4342 <br />altar/ 7O <br />WW161fo <br />r Pvc $9.1.00 <br />4CY ELI ac <br />i <br />/ J <br />°` /i <br />• J / <br />/ <br />/ P <br />/ <br />/ r / <br />/ / <br />• <br />•'•N0 GRADING TO BE DONE OFF SITE <br />LEGEND <br />SILTFENCE <br />PERVIOUS PARKING <br />SF <br />SF <br />Q.Q�o <br />oVVVVVVVVVVVVVVVVVV <br />RAINWATER GARDEN V V V V V V V V V V V V V V V V V a) <br />�e7VV"' VVVVVOVVVVVVS�V1 <br />oyva•»�t. .-yvopavo <br />CINFILTRATION BASIN - • • • • • - - _ - - • • -i <br />NETLON AREAS <br />/ <br />902.05 <br />4 01 • CL <br />/ <br />4902.04 <br />1.5" =1T WE <br />1.5 BIT. BASE <br />6" CL V RECYCLED <br />ocy <br />/ <br />4' <br />Ri,. <br />J / <br />02.02 <br />CL <br />r MMNMUM 11LPM <br />r - r ousel Neat <br />Mr UMW OUT Off 11011 <br />TO MOM NNW MOM MC <br />NMITAMI MOCK D1MtMCC • A0 lC MINS <br />ROCK CONSTRUCTION ENTRANCE <br />/REVISIONS BY\ <br />PER fM 9 -09 -M DRL <br />PER OTY 10-IM 7 <br />WA <br />(MEW CERt1FT THAT TIIIS"\ <br />PLNI 0R'SPECIFICATION WAS <br />PREPARED BY NE au moat <br />MY AIME:T S11PERa9ION AND <br />THAT i'ANA DULY <br />1 t SIONN. NCINEER <br />STATE OF IIIINESOTA <br />�MAULT. WOOLLY <br />«J <br />7 <br />W <br />o � <br />Q —1 <br />l <br />DRL <br />DCTM <br />os 22/2002 <br />VERTICAL ti <br />A0B NO. <br />02504 <br />BOOK PAGE <br />SECT <br />1 <br />3 stows} <br />