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INSTALL STABILIZED CONSTRUCTION <br />ACCESS AS REQUIRED. EXACT LOCATION <br />TO BE DETERMINED BY THE CONTRACTOR. <br />ALL TRAFFIC ENTERIN6 / EXITIN6 THE <br />\� CONSTRUCTION SITE SHALL CRO -55 THE <br />STABILIZED ACCESS. <br />1 <br />/ 1 <br />1 <br />,G. <br />FOND 2 <br />(BY SEPARATE PLAN) <br />►1, <br />2: 1 <br />A4x: <br />I <br />I <br />1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />J <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Y PACIFIC <br />0NIoN / <br />10* INSTALL SILT FENCE AT TOE <br />OF SLOPE AND ACROSS THE <br />DITCH AT 2W' O.O. MAX. TYP. <br />Z:1 <br />RPI�RotO <br />CONSTRUCT A DRAINA6E SWALE <br />FROM THE 12" R.C.P. TO THE <br />THE LAKE, AS SHOHN. RIPRAP <br />THE DRAINA6E SHALE AS REQUIRED <br />TO PREVENT EROSION. <br />LAKE <br />INSTALL SILT FENCE <br />AT TOE OF SLOPE <br />000 <br />oieA \ \\ <br />MATCH THE EXI STI N6\\ \\\ 2 <br />6ROUND AT 10.0' NEST <br />OF THE PROPERTY LINE. \\ \\\ <br />\ 117 <br />f \ 1 15 \\\ 3 <br />1 14 \\\ <br />PLACE HYDROSEEDIN6 ON <br />ALL SLOPES THAT WILL <br />NOT BE COVERED MITH THE <br />POND LINER, TYPICAL ALL <br />AROUND THE POND. <br />PLACE A 4" THICK LAYER <br />OF 3/4" CRUSHED ROCK ON <br />THE POND ACCESS ROAD, TYP., <br />ALL AROUND, INCLUDIN6 THE <br />ACCESS RAMP. <br />GALL U5A TOLL r -A <br />800-227-2600 <br />BEFORE PLANTIN6 TREES, TRENCHIN6, <br />DI667N6 FENCE POST HOLES, BLA5TIN6, <br />6RADIN6, EXCAVATING, DRILLING, PIPE <br />PUSHIN6, ETC., CALL UNDER6ROUN19 <br />SERVICE ALERT FOR UNDER6ROUND <br />CLEARANCE. <br />USA MILL PROVIDE INFORMATION ABOUT, <br />OR LOCATE AND MARK UNDER6ROUND <br />FACILITIE75 FOR YOU. <br />LEGEND <br />FF EXISTING POWER POLE <br />EXISTING CURB AND CUTTER <br />PROPOSED SILT FENCE, EITHER FABRIC OR <br />STRAW TYPE PER DETAILS ON 5HEET 5 <br />PROPOSED AREA OF 5EEDIN6. SEE NOTES ON <br />SHEET 2 <br />4�0(- <br />UP, <br />RECORD DRAWING <br />Corrections By <br />No Changes By <br />Date I A211!e"..a <br />Any Person Using This Drawing Should Verify <br />All into,mation By inspecting The Site Of Work <br />m <br />Lu <br />0 <br />Z <br />0 <br />to <br />I; <br />s <br />Z <br />Q <br />RYAN CARREL, R.C.E. 61619 <br />DAVE SKIDMORE, L.S. 7126 <br />No. 61619 <br />Exp. 6-30-07 <br />DRAWN BY: M. E <br />DATE: <br />rn <br />W <br />1 <br />"=40' <br />DWG: <br />C <br />M <br />W <br />Z <br />CLv <br />C <br />— <br />W M u1 <br />ZC7, <br />� N <br />U <br />W <br />0 <br />Z6o <br />= <br />O <br />W <br />� <br />U 'My' <br />� Q M <br />C <br />o <br />V) <br />— <br />C5 <br />oo� <br />�0o <br />V1 <br />z <br />Z' <br />Q <br />W <br />L <br />a <br />Z <br />Q <br />RYAN CARREL, R.C.E. 61619 <br />DAVE SKIDMORE, L.S. 7126 <br />No. 61619 <br />Exp. 6-30-07 <br />DRAWN BY: M. E <br />DATE: <br />OCT. 9, 2006 <br />SCALE: <br />1 <br />"=40' <br />DWG: <br />296L-ER04 <br />CHECKED: K • W <br />joB a <br />296L -O6 <br />SHEET 4 <br />OF 45 <br />