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A <br />• <br />• <br />CU <br />C7) <br />LE") <br />Q) <br />[*7 <br />fD <br />0 <br />01 <br />• <br />CC <br />C.7 <br />CC <br />CL <br />0 <br />J <br />'1+7X.0473 <br />isal <br />PIPE <br />as MM OIL ,r COM <br />NORTHEFN UGHTS g0ULEVAR <br />W HOPE • 1.0011_1 <br />_ <br />'n.Aato. <br />G.V. <br />COARSE FILTER ROCK BERM <br />-afire — —zr <br />—906 — _ <br />_ PIPE <br />905_ <br />'n.aarn- <br />d i <br />N <br />i <br />FF ■007.0 <br />I� J <br />906.4 <br />UON <br />NOTES <br />▪ at ipt <br />/ <br />7/1).0047 <br />LE�7.6 <br />'n...araz I <br />1. CONSTRUCTION ROCK ENTRANCE AND EROSON CONTROL FENCE <br />SHALL BE INSTALLED PR/OR TO ANY WORK BEONN6 0 ON TIE STE. <br />2. AT 1915 TIME THERE IS NOT STORM SEWER N EITHER 21ST AVENUE <br />0R NORTHERN UGHTS BOULEVARD. ACOORONO TO THE CITY ENGHEERINO <br />STAFF THERE IS STORM SEWER PLANNED FOR 21ST AVENUE N TFE <br />SUMMER OF 2000. HOWEVER THERE ME NO PLANS AVAILABLE AT MS <br />DATE DIRECTION OF STORM SEWER OUT OF CATCH BASIN fi MAY NEM <br />TO BE REALIGNED. <br />3. LOCATION OF UTWRES ARE APPROXIMATE. THERE MAY BE OTTER MIMES <br />THAT ARE NOT SHOWN ON THIS PUN. CONTRACTOR SHALL CALL FOR LOCATES. <br />-7 <br />'5.441.17 <br />- -904_ _- — <br />905• % 906 _ ' 'bwm< <br />1101110N NMI <br />♦SOL WIRING /5 <br />ro <br />sca:Viign HR <br />'CLAWS, <br />PIPE <br />'5..6144 <br />LOCATION OF CATCH BASIN <br />(CENTER OF BOX) <br />2' C <br />A <br />CASTING TO BE NEENAH <br />R- 3067 -V OR EQUAL <br />A <br />B <br />C <br />PRECAST <br />5' <br />TOP OF CASTING <br />ELEVATION <br />2 ADJUSTING RINGS' <br />2 MINIMUM <br />8 MAXIMUM <br />CATCH BASIN 'r A <br />WITH CASTING ASSEMBLY <br />NOTE: CONSTRUCT BENCH TO <br />CENTERUNE OF PIPE. SLOPE <br />FROM C.B. WALL TO PIPE <br />CENTERUNE <br />'u.v'.ae <br />'5.+61.47 <br />WOOD POSTS TO MIN. <br />4' LONG WITH 2' MINIMUM <br />DEEP IN GROUND. <br />2L <br />II� <br />SAN. <br />MH. <br />-431.04.. <br />-3 0 MAXf- <br />(TYP.) <br />v. <br />3:1 SIDE <br />/SLOPES <br />TYPICAL <br />EROSION <br />TROL <br />FFENCE <br />PLAN VIEW <br />_I3' <br />2' <br />SECTION A -A <br />6:1 <br />COARSE FILTER ROCK BERM <br />MINIMUM 14 GAGE HIRE REQUIRED FOLD <br />FABRIC 3' OVER THE WARE AND STAPLE OR <br />PLACE WIRE RINGS ON 12' C.C. <br />EXCAVATE A TRENCH A MINIMUM OF 4' WIDE <br />AND 8' DEEP TO BURY AND ANCHOR THE GEOTEXTILE <br />FABRIC AND COMPACT TRENCH WITH EXCAVATED SOIL. <br />ATTACH THE FABRIC TO THE POSTS WITH WIRE <br />STAPLES OR WOODEN LATH AND NAILS. <br />GEOTEXTILE FABRIC <br />BACKFILL AND COMPACT <br />TRENCH WITH EXCAVATED SOIL <br />• <br />SILT FENCE DETAIL <br />R <br />Cva <br />0 <br />0 <br />1- <br />SHEET DESCRIPTION <br />• <br />W O <br />0 <br />z <br />M 41) <br />zW <br />W <br />, <br />�w <br />SHEET NO. <br />z <br />