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8655 <br />O <br />to <br />75.00' VC <br />h co <br />N� <br />8655 <br />_ <br />8650 <br />+ <br />N <br />cn <br />o <br />co <br />PVI STA = 26 +58.16 <br />o PVI ELEV = 8638.47 + <br />c o A.D. = 3.98% co <br />K =18.83 <br />00 <br />c <br />a r c <br />i, <br />+ <br />N <br />II <br />N <br />0 <br />• • <br />o20 <br />II <br />W <br />8650 <br />8645 <br />B645 <br />Q <br />F- <br />N <br />N <br />co CD <br />N <br />8640 <br />W <br />Z <br />EXISTING GROUND <br />0 <br />CO <br />0 w <br />m <br />L <br />5.00%— 00%— CL <br />-- _ _ _ _ <br />8640 <br />—_ ,_ <br />_ —J <br />. a <br />I <br />_ <br />, — -- ___ <br />1.02% <br />PROPOSED GRADE <br />\ 1 <br />_ <br />8635 <br />8630 <br />b__ ___ -- - - - <br />8635 <br />8630 <br />PROPERTY LINE <br />PROPOSED / <br />2:1 SLOPE <br />ROAD CENTERLINE <br />PROPO E <br />3:1 SLO <br />STA: 27+28.74 LIMITS 0 <br />ROAD IMPROVEMENTS <br />(MATCH EXIST. BRIDGE <br />BUTMENT ELEVATION) <br />AFFECTED MINE <br />AREA BOUNDARY <br />CONStRUCTCRUSHED <br />"- GRAVEL ROAD PER <br />/ TYPICAL SECTION. <br />RE: SHEET ,C2.00.„ <br />C <br />0 <br />c424 X■ <br />.1 S <br />25 +00 <br />LA P LATA RIVER <br />AFFECTEI MINE <br />A�BOUNDARY <br />UPGRADE EXIST. BRIDGE TO <br />SUPPORT 25 TON LOADS <br />26 +00 <br />PROFILE SCALES <br />HORZ: 1" = 30 <br />VERT: 1" = 10' <br />27 +00 <br />GENERAL NOTES <br />1. REFER TO SHEET CQ.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, <br />YPICAL ROAD DESIGN WIDTHS. <br />NORTH 0 15 30 <br />SCALE: 1' = 30-0" <br />CLC ASSOCIATES <br />ARCHITECTURE <br />LAND SURVEYING <br />0 <br />0 <br />BARG E. ORCHARD RD• <br />U) <br />z <br />J <br />a <br />re <br />z <br />F <br />I- <br />N <br />z <br />❑ <br />U <br />Z <br />0 <br />F <br />0 <br />O. <br />0 <br />z <br />z <br />4 <br />U <br />0 <br />f- <br />z <br />0 <br />0 <br />U <br />FO <br /><0 <br />Jo <br />CL <br />J <br />C4.14 <br />W <br />-J <br />0 <br />0. <br />a <br />Z <br />Z <br />4 <br />J <br />0. <br />0 <br />4 <br />0 <br />PROJECT #: 11.0054 <br />DRAWN BY: JJA <br />DESIGNED BY: <br />CHECKED BY; DJM <br />