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• <br />In <br />4 <br />N <br />8645 <br />8655 <br />8650 <br />8640 <br />8635 <br />8630 <br />0 11141gr <br />AFFECTED MINE . <br />AREA BOUNDARY <br />PROPOSED <br />2: 1 SLOPE <br />635 <br />C6NSTRUCTION <br />LAY—DOWN AREA <br />/ <br />ROAD CENTERLINE <br />AFFECTED MINE <br />' \ AREA BOUNDARY <br />• <br />40 <br />OEN <br />a. <br />PROPO E <br />3:1 SLOE <br />AFFECTED MINE , <br />AREA BQUNDARY <br />‘‘. <br />sto <br />s e <br />s iy <br />4- <br />0 .5t . st)(■ <br />• S <br />1.02%_ <br />LA PLATA RIVER <br />EXISTING GROUND <br />PROPOSED GRADE <br />26-00 <br />seo <br />STA: 27+28.74 LIMITS 0 <br />ROAD IMPROVEMEN <br />(MATCH EXIST. BRID <br />BUTMENT ELEVATIO <br />UPGRADE EXIST. BRIDGE TO <br />SUPPORT 25 TON LOADS <br />co PVI STA = 26+58.16 <br />Lo - 0) <br />PVI ELEV = 8638.47 <br />• o <br />A.D. = 3.98% <br />+ K = 18.83 <br />CD ED <br />N 00 <br />(J) <br />00 <br />>> <br />75.00' VC <br />CONS' RUCT CRUSHED <br />GRAVEL ROAD PER <br />YPICAL SECTION. <br />R : S 02.00. <br />CD <br />IL <br />01 <br />CD <br />Lu <br />Pr: <br />C <br />cc <br />LL <br />‘,) <br />27 <br />N <br />N <br />II <br />0_ <br />/ <br />GENERAL NOTES <br />1. REFER TO SHEET C0.00 FOR GENERAL N <br />2. STATIONS SHOWN IN PLAN VIEW ARE CD <br />ROAD UNLESS OTHERWISE NOTED. REFER <br />11 <br />C3.10 FOR CENTER NE HORIZONTAL CON <br />INFORMATION. <br />3. SEE SHEET C2.00, TYPICAL ROAD DESIGN <br />8655 <br />8650 <br />8645 <br />8640 <br />8635 <br />8630 <br />