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<br />LEGEND
<br />EXISTING SPOT ELEVATION
<br />EXISTING CONTOURS
<br />EXISTING STORM SEWER
<br />EXISTING WETLANDS
<br />PROPOSED EROSION CONTROL FENCE
<br />PROPOSED SPOT ELEVATION
<br />PROPOSED CONTOUR
<br />PROPOSED STORM SEWER
<br />OVERFLOW ELEVATION
<br />WO -YEAR FL000PLAIN FILL BELOW 892.1
<br />TOTAL FILL 1,757 YOS
<br />100 -YEAR FLOODPLAIN MITIGATION
<br />TOTAL MITIGATION= 1,782 YDS
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<br />OUTLET 889.4 3 Br: 0
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<br />TYPICAL BUILDING PAD
<br />GRADING DETAIL
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<br />•• 1NE'OBSRTRFA U71�1a( iNf BRNAnON SHOWN ON NESE PLANS IS A UDUTY CUAUTY LEVEL 0. THIS DUALITY LEVEL WAS DETERMINED
<br />A IN T 1 NES G 0 C ES Di CXASCE 38-02. TI F THE n N
<br />2, HIED 'STANDARD GUIDELINES FOR E COI.IEG ON ANO DEPICTION a ExISTI C
<br />SUB91RfAC Nf1 .ATA' THE CONTRAC TOR � AND/OR SUBC ACTOR A DETERMINE E EXACT LOCATION TING
<br />/ 5SM LL Of. 5
<br />0101 YgEF• COMMENGNC WORN BY CONTACTING PN �T��j
<br />C C THE NOTIFICATION CENTER CO ER STATE ONE FOR MINNESOTA. THE CONTRACTOR
<br />/ AND'OR :P:CON 'ACTOR AGREE TO BE FULLY RESPONSIBLE F A (AMAGF NN1CH MIGHT ) E
<br />/ . 981E OR ANY AND ALL 0 5, BE OCCASIONED BY NIS OR HER
<br />/ ii14. TO EXA1 Y LOCATE AND PRESERVE ANY AND (UNDERGROUND AND OVERHEAD).
<br />1\ /'/THE CCNTRAC
<br />IF TNC n1 c I INF
<br />ALL UTILITIES A . I
<br />ENCOUNTERS ANY DRAIN TILE WTNIN THE 9TE HE OR SHE SHALL NOTIFY NE ENGINEER M91 THE LOCATION, SIZE, INVERT 884 I
<br />ACTIVP. Nn AC1VS nauS 04 0140 Me a. , N.r•ti IT •010...,•1 rent! • t• nen CP, no-t,«-
<br />BELIES:
<br />A 89 01.101111 N DO rm II IWYT TO W OLIA10N
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<br />n 1101 SOS waT 00000/105 70 0•10 1:1 0501 101
<br />5850E
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<br />=! \ 1= Rc 1905 On.
<br />\- 5810RO..509 017114100)
<br />WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED.
<br />THE CONTRACTOR SHALL SEED AND MULCH THE MITIGATION
<br />AREAS BELOW THE NWT. BUT ABOVE THE EXISTING WATER
<br />LEVEL AS DIRECTED BY THE OMER. THE SEEDING SHALL COMPLY
<br />'MTH MN/DOT SPECIFICATION 3876 WITH TH9 USE OF MN /DOT MIXTURE
<br />N0. 310 MTH WET FORE MIX AND APPUED AT A RATE OF 50 POUNDS
<br />PER ACRE THE SEEDED AREA SHALL BE MULCHED. THE MULCH SHALL
<br />COMPLY MTh MN/DOT SPECIFICATION 3882- TYPE 1. THE MULCH SHALL
<br />BE APPUED AND ANCHORED IN ACCORDANCE 'MTH IAN/DOT SPECIFICATION
<br />N0. 2575.3. F1. MULCH SHALL BE APPLIED AT A RATE OF 2 TONS PER
<br />ACRE. THE MULCH SHALL BE ANCHORED PATH A DISC. CLODBUSTER OR
<br />OTHER APPROVED EQUIPMENT.
<br />CATCH BASIN SEDIMENT FILTER INLET PROTECTION (SEE DETAIL) SHALL BE
<br />PLACED ON ALL CATCH BASIN INLETS DURING CONSTRUCTION UNTIL FINAL
<br />STABILIZATION' HAS OCCURED UPSTREAM OF CATCH BASIN(S). ALL
<br />ACCUMULATED SEDIME$}1TT SHALL BE PROPERLY DISPOSED OF PRIOR TO
<br />REMOVAL OF INLET/PROTECTION.
<br />LUDT
<br />CONSTRUCT 2' HIGH BERM NTH
<br />15151015/0 00E SLOPE OF 4:1
<br />ROCK AND WIRE MESH STORM
<br />SEWER INLET SEDIMENT FILTER
<br />NO SCALE REV 7 -05
<br />/
<br />Y TO 3' GRAVEL
<br />ROCK ENTRANCE DRIVE
<br />NO SCALE
<br />NOTE:
<br />PRIOR ROOT 111/ 91801 OF ANY 9TE WORLLK�
<br />THE ROCK ENTRANCES SHALL BE INSPECTED
<br />FOLLONNC EACH RAINFALL. MAINTENANCE OF
<br />115E ROCK ENTRANCES SHALL INCLUDE A TOP
<br />DRESSING OF NEW CRAWL GE REMOVAL AND
<br />REPLACEMENT CF THE GRAVEL AS NEEDED, TO
<br />KEEP 115E ENTRANCE FREE FROM COLLECTED MUD.
<br />Y.Y 000 MGR
<br />AV MG
<br />woo! DT
<br />DRAINAGE
<br />FARR FARM
<br />NNAR -D4\110 MICE
<br />a MMam mu.)
<br />MIL DO• - YAM TC
<br />*0505 GADS
<br />PRELIMINARY GRADING & EROSION CONTROL
<br />a
<br />0
<br />0 0`
<br />0
<br />AOm[L I• • a• MEI.
<br />SILT FENCE DETAIL
<br />NO Scut
<br />0
<br />60
<br />00001505 5OL
<br />.I N ;
<br />12Q.._.
<br />SCALE IN FEET
<br />a
<br />c za
<br />SHEET NUMBER
<br />0.5.01
<br />1102111 I
<br />REV.
<br />nA1
<br />
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