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PROPOSED ROAD REALIGNMENT % <br />SEE DRAWING LAN <br />I <br />FOR GRADING PLAN <br />\ D00 <br />RELOCATED <br />DITCH SYSTEM <br />SOUTH DIVERSION _ <br />PROPOSED NORTH ACCESS ROAD <br />I_Q SEE PROFILE DRAWING C7-4 <br />oV \ 8610 <br />860 <br />22 <br />0\ ryy0 <br />DROP STRUCTURE <br />INLET <br />8555 \ 8595 <br />1 � <br />8590 �/ <br />I DISCHARGE \ <br />CHANNEL 3� 9 <br />y�N A <br />DROP STRUCTURE %0 <br />/ CHUTE CHANNEL <br />y / <br />STIBAS N / ^ 1y' � GROUND ADJACENT TO <br />°' / - CHUTE TO BE SET 12' <br />BELOW TOW WHERE 8620 <br />RAILING IS TO BE PROVIDED <br />6 ROCK GRADE <br />CONTROL \ / \\1y� 2.1 <br />( TRENCH ? y 70 8610 <br />A <br />J• y <br />69 % \ <br />yy <br />\\ 5 <br />\ <br />•\'is �__��r 02b <br />PROPOSED SOUTH ACCESS ROAD �- <br />SEE PROFILE DRAWING C14- <br />. <br />LEGEND: <br />0 66 ^J� i yysy <br />EXISTING GROUND SURFACE y <br />PROPOSED GROUND SURFACE / Y' <br />_ NEW STRUCTURE WALLS \ �p <br />EXISTING ROADS ` \ <br />NOTE: <br />OF RIPRAP PLACEM <br />PROPOSED ROADS ti SEE SHEET Ct-3 FOR ENT. LOCATION <br />CONVEYANCE CHANNEL <br />X 65.5 PROPOSED SPOT ELEVATION <br />-4 3:1 PROPOSED GRADE SLOPE (STEEP) _ <br />f 3% PROPOSED GRADE SLOPE (SHALLOW) SCALE IN FEET <br />0- PROPOSED DRAIN SYSTEM <br />w 0 40 <br />5 REFERENCE I No F REVISIONS BYDATE ISSUED FOR ISSUED BY PROJECT NO.: BMO0.07T26N SAN LUIS TAILING FACILITY <br />n - - DATE: 03125/2016SOUTH DIVERSION DITCH IMPROVEMENTS 0 <br />g 4LBATTLE MOUNTAIN RESOURCES, INC. f1wSCALE: ASSHOWN REVISION <br />R - - -- -- - P.O. BOx 3�0 me DESIGNED BY: (,t?4fllnl(, DI �nl AT DRAWING NO <br />