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01'0 CSP CULVERT (CWT)-X <br />GH= 520th \ <br />21'0 CSP CULVERT (COOT) \p <br />9 / <br />/ <br />210 CSP CULVERT (EAGLE <br />COUNTY) NEILSON DITCH REAUCN/MENr GRAPHIC SCALE <br />-`"\- ACCESS - IOR MAX. <br />IN FEET <br />I h0 = 200 ft. <br />(W01) LESS ROAD <br />(OLD PIT ACCESS) <br />_ _ -i_•?-1? F??HSoV, ii <br />- <br />- - -___ )5201,"?"r <br />1 `( 1k 1 -I <br />\ PIXCI 1 l FUTI )IELO 1 l - <br />1\ 1 1t ( ? ?,lU <br />/ - CHAMPION Fit <br />`\----------1 LIP 700 FIELD <br />I <br />50' EASEMENT <br />r- A/ <br />LEGEND <br />----0 CORRUGATED STEEL PIPE (CSP) CULVERT <br />-- PROPERTY BOUNDARY <br />--•--•- MINING LIMIT <br />------ EASEMENT <br />- - - RIVER / WATERWAY <br />--6530-- EXISTING INDEX CONTOUR (10') <br />EXISTING INTERMEDIATE CONTOUR (2') <br />-(6530)- PROPOSED INDEX CONTOUR (10') <br />PROPOSED INTERMEDIATE CONTOUR (2') <br /> <br />X11` vvv F ELEASED' <br />?? \\\ - sl j ?( it <br />\-i V <br />/ <br />/ <br />/ <br />NOTES <br />I. AREA B RECLAIMED CONDITIONS SHOWN WITH RAMFEIO <br />LAYOUT FROM DAVIS PARTNERSHIP ARCHITECTS I2-I6-09. <br />1,M-1EID UPON AS SOWN HEREON AND IN OWO. NO, 9, <br />AND CROSS SECTIONS MAY REQUIRE BEDROCK CUT ON <br />NORTHWEST CORNER. <br />3. CONSTRUCT DRAINAGE SWAIES, SILT FENCES, STRAW BALES, <br />SEDIMENT TRAPS AND OTHER BMP'S AS REOUND BY <br />DRAINAGE REPORT. <br />