Laserfiche WebLink
i <br />E <br />4 <br />POINT <br />RORTUE <br />WE <br />1AA M <br />A <br />5028.78 <br />5047.58 <br />8420.00 <br />B <br />5068.11 <br />5000.52 <br />8426.00 <br />C <br />5153.59 <br />5078.60 <br />8426.00 <br />D <br />5169.50 <br />5185.57 <br />8424.00 <br />E <br />5217.16 <br />5283.23 <br />8420.00 <br />F <br />5172.51 <br />5292.68 <br />8420.00 <br />G <br />5139.12 <br />5289.59 <br />8420.00 <br />H <br />4964.23 <br />5144.35 <br />8420.00 <br />J <br />4963.52 <br />5105.25 <br />8420.00 <br />K <br />5036.98 <br />5064.19 <br />8408.00 <br />L <br />5128.44 <br />5147.73 <br />8408.00 <br />M <br />5161.53 <br />5273.38 <br />8408.00 <br />N <br />4976.59 <br />5131.22 <br />8408.00 <br />P <br />5035.15 <br />5306.10 <br />8387.94 <br />0 <br />5062.63 <br />5033.44 <br />8412.00 <br />R <br />5128.63 <br />5093.72 <br />8412.00 <br />S <br />5150.10 <br />5275.30 <br />8408.00 <br />T <br />4976.21 <br />5118.06 <br />8408.00 <br />CURVE RADIUS (FT) LENGTH (FT) <br />seNr: D 26.0 45.0 <br />x® rttir O2 27.0 25.0 <br />. ii °�iiiiiiiiii <br />NOTES: <br />N1. THE CUT SLOPE AROUND THE POND PERIMETER <br />c E, IS SHOWN AT 2:1 ABOVE THE EXPECTED BEDROCK INTERFACE, <br />IF LOOSE ROCK OR UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED <br />DURING E %CAVATION, THE CUT SLOPE SHALL BEFLATTENED. <br />rO THE FINAL SLOPES ARE TO BE DETERMINED IN THE FIELD BY THE <br />O ENGINEER. <br />2. THE SAFETY BERM ALONG THE EMBANKMENT CREST <br />IS NOT SHOWN FOR CLARITY. SEE SECTION e <br />FOR SAFETY BERM DETAIL. <br />ffEC EWpON MrNTACS L COLOR= <br />J PRN TAILINGS POND EXPANSION PLAN <br />CO <br />I. km XNE. 1999 InRAWNG N. PUAI -ri RFNCRfN fI <br />