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6705 <br />8700 <br />B695 <br />= 1.22% <br />8705 <br />r,O � `\` <br />0 w <br />0 <br />I- <br />v <br />o � � -- — `� - <br />N — — �• <br />� <br />- -- <br />\ <br />0 <br />0 <br />8700 <br />N PROPOSED GRADE <br />• \ <br />8695 <br />8690 <br />Q <br />F. m <br />N <br />U <br />m <br />� <br />o <br />Q <br />o (0 0 <br />O <br />N N <br />F <br />W <br />8690 <br />8685 <br />W <br />Z <br />J <br />Li <br />> <br />- -,.. • 19 <br />\ <br />> <br />W <br />J <br />8685 <br />8680 <br />8660 <br />1 UU. U V(: <br />w <br />I <br />V <br />EXISTING GROUND <br />I <br />V <br />F <br />8675 <br />Q PVI STA = 14 +75.00 <br />X PVI ELEV = 8704.32 <br />A.D. = - 13.49% <br />Q <br />-, I <br />- <br />8675 <br />B670 <br />K = 7.41 <br />8670 <br />15 +00 16 +00 <br />• <br />o• <br />AFFECTED MINE <br />AREA BOUNDARY <br />EXIST. <br />SERVICE <br />ROAD <br />-869 <br />SEE SHE ET C4.1 <br />TA: 1 7+00 <br />STA: <br />�i. <br />, <br />ROAD <br />CENTERLINE <br />CO "sT OCTGUARD <br />;RAIL PER CDOT STD. <br />PLAN, — 606 -1. <br />CONSTRU T' CRUSHED <br />11GRAVEL ROAD <br />PER TYP. SECTION. <br />E; .SH ET.. c2.00. <br />EGIN GUARD RAIL <br />STA: _ 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 />PROFILE SCALES <br />HORZ: 1 = 30 <br />VERT: 1 = 10 <br />NORTH ❑ 15 30 <br />SCALE: 1" = 30-0' <br />CLC ASSOCIATES <br />z <br />0 <br />0 <br />a <br />z ›- r <br />0 Z <br />a <br />Z (1 o <br />° <br />U I, <br />F° <br />J <br />F Z 4. <br />Z Q <br />0 <br />U <br />W <br />J_ <br />4 <br />0 <br />re <br />a. <br />0 <br />z <br />4 <br />Z <br />J <br />0. <br />0 <br />0 <br />li <br />PROJECT #: 11.0054 <br />DRAWN Sr: JJA <br />DESIGNED By: <br />CHECKED Ely: CUR <br />C4.1 1 <br />