Laserfiche WebLink
jlIDN <br />0 <br />SCALE IN FEET <br />100 200 <br />1 inch = 100 feet <br />� STREET "gam <br />afg ^ <br />,e <br />►11 i <br />\,. \ / <br />7,\ // <br />_ <br />RO <br />CONCK STRUCTION <br />ENTRANCE ._./ <br />I y: <br />r <br />-101- -h ;TM <br />300 <br />RECEIVED <br />MAY 112001 <br />GM OF LIDO LAKES <br />ERDSION CONTROL NOTES <br />_ — TOPSOIL: ALL DISTURBED AREAS SHALL HAVE A <br />— — — —MINIMUM OF 6 INCHES OF TOPSOIL PLACED. <br />FERTILIZER: APPLY 400 POUNDS PER ACRE OF <br />20 -0 -10 OR EQUIVALENT FERTILIZER. INCORPORATE <br />IT INTO 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 MnDOT MIX <br />NO. 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 AN0 ANCHORED <br />WITH EITHER NETTING OR A STRAIGHT DISC. <br />ALL SEEDING AND MULCHING SHALL. TAKE PLACE <br />WITHIN TWO (2) WEEKS OF THE COMPLETED GRADING <br />OPERATION OR AT THE BEGINNING OF THE NEXT <br />SEEDING PERIOD PER CONSTRUCTION SPECIFICATIONS. <br />+50000 <br />4E100.00 <br />1000 <br />LEGEND <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 />5' METAL OR 2 "R2'WOOD FENCE POST <br />mamma WON N <br />BACKING <br />BACKFIU. <br />GEOTEXTILE TO <br />OVERLAP THROUGH <br />TRENCH. <br />IBN' <br />fi <br />NOTE : —SILT FENCE SHALL CONFORM TO <br />MNOOT 3886, TYPE B. <br />— FENCING SHALL BE PLACED ALONG CONTOURS <br />OR AS DIRECTED BY ENGINEER. <br />SILT FENCE <br />TWO 2' X 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� SILT FENCE INSTALLED AS <br />.f:(94, PER DETAIL <br />HAYBALE BARRIERS WITH SILT FENCE <br />YER 10P DT T.ES. <br />R1ER ¥18RK NEIXIMED <br />'M�U ONNEWK) INxu� <br />RRIO RAP REQUIRED <br />N m <br />B: o le J <br />MAW PIKED RP -RAP I 'our OUR <br />v HO EMAN F R CIMI EACH """ <br />11105[ USED FOR CNMNND. <br />FLARED END SECTION WITH RIP RAP <br />6" MINIMUM DEPTH <br />1" - 2" WASHED ROCK <br />18" MINIMUM CUT OFF BERM <br />TO MINIMIZE RUNOFF FROM SITE <br />FILTER FABRIC SHALL BE PLACED UNDER ROCK <br />TO STOP MUD MIGRATION THROUGH ROCK, <br />M1N156 <br />20 <br />ROCK CONSTRUCTION ENTRANCE <br />V <br />W <br />•E <br />V) <br />L�y1 <br />CC <br />N <br />Cr) <br />W <br />w <br />LIU <br />N <br />W <br />—J <br />CL. <br />DRAWN BY <br />TDL <br />DATE <br />02/12/01 <br />REVISIONS <br />OT/IS/m IEV. LOT" PCP RCWD <br />WORM NEY. UMW <br />WM/01 Fri. WOW <br />CAD FILE <br />20196EC <br />PROJECT NO. <br />20196 <br />FILE NO. <br />DRAWER <br />SHEET 8 OF 11 <br />