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o <br />� <br />|N5 <br />\ <br />Nx <br />EXISTING GROUND SURFACE CONTOUR AND B` FEET <br />Cal <br />FINISHED GRADE GROUND SURFACE CONTOUR EL' FEET <br />-- FUTURE FINAL GRADE GROUND SURFACE CONTOUR EL. FEET <br />-~'~-- -- --~- <br />CENTERLINE OF PROPOSED 80` WIDE HAUL ROAD <br />PRIMARY UMDERDRA|N PIPE <br />SECONDARY UNDERDRA|N PIPE <br />~- --- --- -- <br />DAYLIGHT LINE <br />'-------_- 4" O|A. CPeP LY3C DRAIN PIPES <br />~~~---'-----~- LEAK DETECTION TRENCH <br />-~'- -- -- --~- <br />APPROXIMATE LIMITS OF D|ATREME <br />EXISTING UNIMPROVED ROAD/TRAILS <br />� <br />EXISTING IMPROVED ROADWAYS <br />�--- -- -~- <br />EXISTING DRAINAGES <br />CERTIFICATION BOUNDARY LIMIT <br />CLOSURE DRAIN _� -r- ---r EXISTING POWER LINE (ABANDONED) <br />EXISTING FIBER OPTIC LINE (ABANDONED) <br />_ -----�. <br />EXISTING GAS LINE (ABANDONED) <br />^ <br />` <br />EXISTING FRESH WATER LINE (ABANDONED) <br />\ <br />� UK4K5 OF P3SA <br />i 7)TL <br />�zm <br />.. �� LEAK DETECTION SUMP <br />'M ' L / <br />(01 <br />APPROXIMATELY <br />CLOSU |N <br />Ak <br />P�' <br />If <br />1. FOR CLOSER DRAIN DETAILS, SEE DRAWING A355 <br />2. FOR LVSC DETAILS, SEE DRAWING A420. <br />200 0 200 400 FEET <br />