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1 <br />5,f11151170:41Pili <br />►•ra .< , _,< <br />kVANIVON-miN f)Ce <br />roW ‘1°A;01/400-- a AO <br />titia(4..41•ina <br />inallittk WOO <br />1 <br />� <br />l 30 <br />1trtift144 4 <br />* � r�• AIM .te rr <br />1 i <br />filitheV <br />Sib <br />6 <br />SCALE IN FEET <br />100 200 <br />1 inch . 100 feat <br />• . <br />300 <br />EROSION CONTROL NOTE$ <br />TOPSOIL: ALL DISTURBED AREAS SHALL HAVE A <br />MINIMUM OF 6 INCHES or TOPSOIL PLACED. <br />FERTILIZER: APPLY 400 POUNDS PER ACRE OF <br />20 -0-10 OR EQUIVALENT FERTILIZER. INCORPORATE <br />IT 5410 THE TOP THREE (3) TO FOUR (4) INCHES OF <br />SURFACE BY DISKING OR SOME OTHER SUITABLE <br />MEANS. <br />SEEDING: SEED MIX SHALL BE MrIDOT MIX <br />N0. 500. <br />ALL SLOPES THAT EXCEED 3:1 SHALL BE SEEDED <br />WITH A WOOD FIBER BLANKET. <br />MULCHING: STRAW SHOULD BE SPREAD UNIFORMLY <br />AT A RATE Of TWO TONS PER ACRE AND ANCHORED <br />WITH EITHER NETTING OR A STRAIGHT DISC. <br />ALL SEEDING AND MULCHING SHALL TAKE PLACE <br />WITHIN TV/0 (2) WEEKS OF THE COMPLETED GRADING <br />OPERATION OR AT THE BEGINNING OF THE NEXT <br />SEEDING PERIOD PER CONSTRUCTION SPECIFICATIONS. <br />LEGEND <br />1000 <br />I I- <br />C 0 <br />SOIL BORING <br />PROPOSED SPOT ELEVATION <br />EXISTING SPOT ELEVATION <br />WETLAND DELINEATION <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />TREE LINE <br />EXISTING SANITARY SEWER <br />EXISTING STORM SEWER <br />EXISTING WATER MAIN <br />PROPOSED STORM SEWER <br />HAY BALE CHECK DAM <br />PROPOSED SILT FENCE <br />PROPOSED HEAVY DUTY SILT FENCE <br />EXISTING ASPHALT SURFACE <br />TEMPORARY ROCK <br />CONSTRUCTION ENTRANCE <br />S' METAL OR 2',2"0000 FENCE 0001 <br />BED TEXTILE *ENACT <br />.ACK■IIG. <br />CE'OTEXRLE TO <br />OVERLAP THROUGH <br />TRENCH. <br />101E : -SILT FENCE SHALL CONFORM TO <br />MMDOT 3116• TYPE IL <br />- 100600 SHAL BE PLACED ALONG 00610005 <br />DR AS DIRECTED 6T ENGINEER <br />SILT FENCE <br />TWO 2' K 2' WOOD STAKES OR <br />REINFORCING BARS IN EACH BALE <br />AND IMBEDDED IN THE GROUND <br />10' MINIMUM <br />STORM SEWER CATCHBASIN <br />f`O,N o SILT FENCE INSTALLED AS <br />�4 PER DETAIL <br />HAYBALE BARRIERS WITH SILT FENCE <br />FLARED END SECTION WITH-RIP- RAP <br />) <br />Pte'• Vii'► <br />± #d• #i •#� •li <br />Ili ::44:jt,ff:.7:Z!;;t;, � .' WASHED ROCK <i <br />V,0 °1' <br />1B' MINIMUM CUT OFF BERN Zp <br />TO MINIMIZE RUNOFF FROM SITE <br />FILTER FABRIC SHALL BE PLACED UNDER ROCK <br />TO STOP MUD MIGRATION THROUGH ROCK. <br />6' MINIMUM DEPTH <br />1'- Z <br />,MOTH <br />ROCK CONSTRUCTION ENTRANCE <br />, <br />c <br />ci) <br />E <br />N <br />CC <br />W <br />W <br />(11 <br />W <br />0- <br />f. <br />8 <br />DRAWN BY <br />DATE <br />02/12/01 <br />�/ReIEVISS1uInONS <br />011)01 i R')A. 0011)• <br />CAD FILE <br />20196EC <br />PROJECT NO. <br />20196 <br />FILE NO. <br />DRAWER <br />SHEET 8 OF 11 <br />