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8670 <br />8665 <br />8660 <br />8655 <br />8645 <br />8640 <br />NORTH 0 <br />`'�ONSTRUCI `Gt1ARG3' <br />,RAIL PER CDOT STD. <br />PLAN No IA605= <br />REMOV'EXIS$. {hIALL'; <br />PfJ$T 8� CAB1,ES <br />SCALE: 1 = 30'-0' <br />AFFECTED MINE <br />gREA BOUNDARY.- <br />`AFFECTED MIME • <br />AREA BOUNDARY <br />8695 _ '= <br />PROPOSED— <br />,: <br />1 1 SLOPE'_ <br />PROFILE SCALES <br />HORZ: 1" = 30' <br />VERT: 1" = 10' <br />8635 <br />8630 <br />8625 <br />PROPOSED GRADE <br />8620 <br />-PROPOSED <br />1:1 SLOPE <br />I I <br />i J APPROXIMATE <br />:RETAINING WALL LIMITS OF <br />RE: SHEET C4.93- WET <br />EXISTING GROUND <br />19 - 00 <br />U) <br />0 <br />rn <br />RETAINING WALL 0 2 .0% <br />IRE: SHEET C.4.93 <br />r <br />�' 24" CMP or HOPE <br />INV OUT: 8622.0 <br />( V <br />0o <br />N) <br />co <br />co <br />v <br />m <br />'.24" CMP FES <br />INV: 622.9 <br />ND GUARD RAIL <br />STA: 191 -50.00 D <br />INSTALL 46± LF <br />24" CMP or HDPE <br />1. <br />20 -00 <br />ROAD CENTERLINE <br />ROPOSED <br />2 :1 SLOPE <br />2:1 <br />AFFECTED MINE <br />AREA BOUNDARY' <br />. CONSTRUCT CRUSHED <br />GRAVEL ROAD PER <br />) TYPICAL SECTION. <br />-' RE: SHEET C2.00. <br />200.00' VC <br />GENERAL NOTES <br />LOW POINT STA = 20 +87.59 <br />LOW POINT ELEV = 8626.27 <br />PV1 STA = 20 +23.77 <br />PVI ELEV = 8623.61 <br />A.D. = 17.96% <br />K = 11.14 <br />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 C200. TYPICAL ROAD DESIGN WIDTHS. <br />B630 <br />862 <br />C <br />CLC ASSOCIATES <br />•40110 IL. 10.0•RAPI0 <br />COLORADO OW I I <br />A SCAPIC uwv ..n u ° vr <br />L <br />PROJECT /:11.0054 <br />DRAWN SY: JJA <br />DESIGNED SY: <br />CHECKED Ely: DJM <br />C4. 1 2 <br />