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,24" CMP FES <br />INV: 8622.9 <br />4) ACCESS <br />P OIDOSFD <br />2:1 (SLOPE <br />CONS*UCTION <br />'LAY –DOWN AREA <br />8670 — <br />P VI <br />STA = 20 +23. -7 <br />PV I ELEV = 8623. 1 <br />A.D. = 17.96% <br />K = 11.14 <br />8665 <br />8660 <br />8655 <br />8650 1 <br />LI <br />I— <br />8645 Q <br />8640 <br />PROFILE SCALES <br />HORZ: 1" = 30' <br />V E RT: 1 = 10' <br />B635 <br />8630 <br />8625 <br />19620 <br />GENERAL MOTES <br />I <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 C2.40, TYPICAL ROAD DESIGN WIDTHS. <br />8655 <br />200.00 VC <br />)INT STA = 20 +87.59 <br />1 ► _ :. . B650 <br />. N <br />8645 <br />8640 <br />8635 <br />8630 <br />8625 <br />8620 <br />O <br />4 , 0 <br />- 6NSTRUtTGUARD <br />';)RAIL PER CDOT STD. <br />LAN No. M p6 <br />MCV E - ` WALL; <br />T 8F , CABLES <br />\ \ <br />\\ <br />\. <br />AFFECTED MINE '•: <br />AREA BOUNDARY: <br />y <br />NORTH 0 15 30 <br />SCALE: 1" = 30 -0" <br />APPROXIMATE <br />LIMITS OF <br />RETAINING WALL - WETLANDS <br />RE: SHEET C4.93- <br />19 -00 <br />RETAINING WALL <br />)RE: SHEET C4.93 <br />24" CMP or HDPE <br />INV _ T: 8622.0 <br />END GUARD RAIL2 <br />STA: 19 +50.00 <br />INSTALL 46± LF <br />24" CMP or HDPE <br />CO 2.0% <br />20 +00 <br />CONSTRUCT CRUSHED <br />GRAVEL ROAD PER <br />TYPICAL SECTION. <br />RE: SHEET C2.00. <br />AFFECTED ' MINE <br />AREA BOU�DARY <br />CLC ASSOCIATES <br />• <br />CIREENWOCIO VILLAGE <br />LANOSG•PE ARCHITECTURE <br />LAND SURVEYING <br />N <br />z <br />a <br />z <br />O <br />F <br />7 <br />F- <br />to <br />z <br />O <br />U <br />H <br />z <br />o <br />00 <br />U <br /><0 <br />Jti <br />0. <br />J <br />W <br />-J <br />0 <br />0. <br />0 <br />Z <br />4 <br />z <br />4 <br />J <br />0. <br />0 <br />4 <br />0 <br />OJECT 0: 11.0054 <br />AWN BY: JJq <br />SIGNED BY: <br />ECKED BY: DJN <br />C4.12 <br />