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8705 =. 22% <br />8680 <br />8675 <br />8670 <br />1UU.U VC <br />PVI STA = 14 +75.00 <br />PVI ELEV = 8704.32 <br />A.D. = - 13.49% <br />K = 7.41 <br />15 +00 <br />EXISTING GROUND <br />ROAD <br />CENTERLINE <br />PROPOSED eRADE <br />C4.11 <br />4, <br />• <br />/ V, ,-- <br />f / / ' <br />• <br />EXIST. <br />SERVICE <br />ROAD ; <br />] AFFECTED MINE <br />; AREA BOUNDARY <br />i <br />1 , l 1 I <br />1 ' <br />4 <br />EE <br />SHEET C4.1 <br />MATCHLJNE STA :17+00 \\ <br />CO4S7R0CT `GU <br />:`RAIL PER CDOT STD. <br />\, _PLAN,.No. 4 M- 606 -1. <br />CONSTRI)Ct 'CRUSHED <br />GRAVEL ROAD <br />PER TYP. SECTION. <br />E: SHEET ..C2.00. <br />EGIN GUARD RAIL <br />A' 16 +35.00 <br />PROPOSED <br />1.5:1 SLOPE <br />AFFECTED MINE <br />AREA BOUNDARY <br />GENERAL NOTES <br />1. REFER TO SHEET C0.00 FOR GENERAL NOTES. <br />2. STATIONS SHOWN IN PLAN VIEW ARE CENTERLINE OF <br />ROAD UNLESS OTHERWISE NOTED. REFER TO SHEET <br />C3.10 FOR CENTERLINE HORIZONTAL CONTROL <br />INFORMATION. <br />3. SEE SHEET C2.00, TYPICAL ROAD DESIGN WIDTHS. <br />8705 <br />8700 <br />8695 <br />8690 <br />8685 <br />8680 <br />8675 <br />8670 <br />PROFILE SCALES <br />HORZ: 1" = 30' <br />VERT: 1 "= 10' <br />NORTH 0 15 30 <br />SCALE: 1" Ds 30 -0" <br />CLC ASSOCIATES <br />D [. .Cr.ARD RD. <br />OY [ODD <br />Z <br />0 <br />4 <br />`.0 a • s <br />0. <br />o <br />p <br />Z v Oo <br />O OD <br />L7 d do <br />et <br />CY <br />• ? O. <br />0 <br />F <br />V <br />0 <br />J _ <br />0 0 0 0 0 <br />PROJECT 1:11.0E54 <br />DRAWN SY: J4* <br />DESIGNED BY; - <br />CHECKED BY: 0414 <br />