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8655 <br />8650 <br />B645 <br />8640 <br />8635 <br />8630 <br />8625 <br />8620 <br />• <br />A, <br />%At <br />- <br />`i <br />ts‘i <br />A-)t <br />O ff. <br />3?.N <br />N <br />O • <br />AFFECTED MINE <br />AREA BOUNDARY <br />CONSTRUCT CRUSHED <br />GRAVEL ROAD PER <br />TYPICAL SECTION. <br />RE: SHEET C2.00. <br />AFFECTED MINE <br />AREA BOUNDARY <br />N <br />I- <br />N <br />N <br />co <br />CO <br />co <br />PROPERTY <br />LINE <br />.\ <br />\ \ <br />8630, <br />PROPOSED! / <br />2:1._SLOPE \ <br />U <br />W — � <br />EXISTING G ROUND <br />PROPOSED GRADE <br />3.25% <br />VP�P <br />�,P <br />GENERAL NOTES <br />1. REFER TO SHEET C0.00 FOR GENERAL NOTES. <br />2. STATIONS SHOWN IN PLAN VIEW ARE CENTERLINE OF R( <br />UNLESS OTHERWISE NOTED. REFER TO SHEET C3.10 FOF <br />CENTERLINE HORIZONTAL CONTROL INFORMATION. <br />3. SEE SHEET C2.00, TYPICAL ROAD DESIGN WIDTHS. <br />U <br />PVI STA = 24 +00.74 <br />co PVI ELEV = 8635.85 <br />A.U. = <br />K = 33.62 <br />oo <br />w <br />13 -00 24 - 00 <br />1 <br />75.0' VC I ■ <br />1 p <br />In <br />N M + <br />as N 1 <br />+ `r°7 N <br />N 0p <br />CA <br />W W <br />