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e9 Pee OleI9e1w 1e e01 <br />000Z8 1 1jo 40 <br />TOPOGRAPHIC MAPP :NG SUPPLIFD BY CECIILX EAGLE GYPSUM COMPANY, AC, PLAN <br />[JOT DATED. OR.IGIIJAL MYIAR DEVELOPED BY JEROME CAMBA AMD <br />ASSOCIAILS, INC- GLEFIWOOD SPRINGS, CO. ,NOT DATED. <br />SEE P FDA ?ABASE\16005 \164s,,CM199. 100 0 100 200 FEET <br />7100 <br />LEGEND: <br />EXISTING GROUND SURFACE <br />CONTOUR AND EL, FEET <br />PROPOSED HAUL ROAD AND CENTERLINE <br />--- - - - - -- HAUL ROAD DAYLIGHT <br />� <br />{ PROPOSED CULVERT <br />PC <br />PT <br />6912 <br />6905 <br />BLK <br />APP <br />POINT OF CURVATURE <br />POINT OF TANGENCY <br />EXISTING GROUND ELEVATION, FEET (PROFILE ONLY) <br />PROPOSED FINISHED ROAD SURFACE ELEVATION, FEET (PROFILE ONLY) <br />F <br />0Im <br />H � <br />Wlm <br />z a <br />J I � <br />= I C7 <br />U Z <br />F- <br />a a <br />w W ( V r <br />O 00 n <br />00 46 +00 <br />CLIENT <br />PROJECT <br />TITLE <br />SCANNED <br />• <br />CENTEX EAGLE GYPSUM COMPANY, LLC <br />PROPOSED HAUL ROAD TO EAST PIT <br />EXHIBIT C -4 <br />PLAN AND PROFILE <br />J. <br />OF COVO� <br />KtV UAIt DESCRIPTIOMI CADD Knight Piesold iilliiilliii <br />DISCLAIMER <br />KNIGHT RESOLD AND CO. PRODUCED THE DATA SHOWN ON THE DRAWING FlLES USING BOTH C O N S U L T 1 N Ci <br />TECHNICAL INFORMATION AND KNOW HOW. RECEIPT OF THIS DRAWING DOES NOT MEAN THAT DESIGNED BY MRD CHECKED BY JLM DRAWING No. <br />THE RECIPIENT HAS ANY RIGHTS TO EITHER SUCH TECHINICAL INFORMATION OR KNOW HOW, <br />ANY ADAPTATION OR MODIFICATION OF THE DATA OR DRAAWING SHALL BE AT USER'S SOLE DRAWN BY BLK APPROVED BY G45M 5B — - ZO <br />RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO KNIGHT RESOLD AND CO. <br />iP 7L <br />7050 <br />7.5% <br />m <br />EXISTING <br />GROUND <br />Ll <br />� <br />H � <br />m <br />0 <br />7000 <br />Z v <br />a <br />J I m <br />PROPOSED 2.5' <br />DIA CMP <br />CULVERT (C4) <br />Z <br />=IZ <br />/ <br />ui <br />U _ <br />x- <br />6950 <br />Q Q <br />PROPOSED HAUL ROAD <br />IDL <br />FINISHED SURFACE <br />O <br />�- <br />PROPOSED 2.5' <br />DIA CMP <br />CULVERT (C3) <br />6900 <br />n <br />ro <br />O <br />n <br />O <br />r-100 <br />1 <br />M <br />n <br />o0 <br />M <br />I <br />co <br />N <br />N <br />CO N <br />N <br />M <br />N <br />n <br />n <br />O <br />O <br />ao <br />O <br />M <br />(0 <br />� <br />� <br />M 00 <br />N <br />(O <br />O <br />00 O7 <br />01 <br />n <br />O <br />r7 <br />� <br />00 <br />OD <br />t <br />GD M <br />00 <br />N <br />O <br />W) <br />Of <br />0) <br />m <br />01 <br />00 (0 <br />( <br />O <br />r <br />M <br />It <br />to <br />It <br />N <br />� <br />O <br />to <br />O-* <br />G0 <br />n <br />0 <br />(O <br />N n <br />00 <br />00 <br />O <br />n <br />01 <br />— <br />O <br />O <br />co <br />N <br />N <br />N <br />N <br />O r <br />n <br />N <br />r N <br />N <br />M <br />to <br />M <br />(O <br />to <br />M <br />(0 <br />-* n <br />(0 <br />(O <br />to <br />(0 <br />N <br />to <br />117 <br />(0 <br />n n <br />MO) <br />(O <br />(0 <br />01 <br />(0 <br />0) <br />(0 <br />01 <br />(O <br />01 <br />(0 <br />0) <br />(O <br />O <br />(0 <br />(0 <br />01 <br />(0 <br />01 <br />(O <br />O) <br />GD <br />O) <br />(O <br />0) <br />(O <br />01 <br />(0 <br />OI <br />(0 <br />O1 0) <br />(0 (0 <br />01 <br />m <br />O <br />Of <br />01 <br />O <br />01 <br />0) <br />01 <br />O <br />O <br />O <br />00 <br />O <br />O <br />O <br />00 <br />O <br />O <br />O <br />00 <br />O <br />O <br />O <br />00 <br />O <br />O <br />O <br />00 <br />O <br />O <br />O <br />00 <br />O <br />C <br />(0 <br />(O <br />n <br />(0 <br />(0 <br />n <br />(0 <br />(0 <br />(O <br />n <br />n <br />n <br />n <br />n n <br />n <br />n <br />n <br />n n <br />n <br />n <br />n <br />n <br />n <br />n <br />n <br />n <br />n n <br />n <br />n <br />n <br />n <br />n <br />n <br />n <br />n <br />n n <br />r <br />22 +00 <br />23 +00 <br />24 +00 <br />25 +00 <br />26 +00 <br />27 +00 <br />28 +00 <br />29 +00 <br />30 +00 <br />31 +00 <br />32 +00 <br />33 +00 34 +00 35 +00 36 +00 37 +00 <br />38 +00 <br />39 +00 <br />40 +00 <br />41 +00 <br />42 +00 <br />X43 +00 <br />44 +00 <br />4. <br />PROFILE <br />50 <br />0 <br />50 100 FEET 100 0 100 <br />200 <br />FEET <br />VERTICAL <br />SCALE HORIZONTAL SCALE <br />VERTICAL EXAGGERATION =2X <br />B 7/12/00 <br />ISSUED FOR <br />RELEASE <br />CDT <br />A 6/25/00 <br />ISSUED FOR <br />CLIENT <br />REVIEW <br />BLK <br />APP <br />POINT OF CURVATURE <br />POINT OF TANGENCY <br />EXISTING GROUND ELEVATION, FEET (PROFILE ONLY) <br />PROPOSED FINISHED ROAD SURFACE ELEVATION, FEET (PROFILE ONLY) <br />F <br />0Im <br />H � <br />Wlm <br />z a <br />J I � <br />= I C7 <br />U Z <br />F- <br />a a <br />w W ( V r <br />O 00 n <br />00 46 +00 <br />CLIENT <br />PROJECT <br />TITLE <br />SCANNED <br />• <br />CENTEX EAGLE GYPSUM COMPANY, LLC <br />PROPOSED HAUL ROAD TO EAST PIT <br />EXHIBIT C -4 <br />PLAN AND PROFILE <br />J. <br />OF COVO� <br />KtV UAIt DESCRIPTIOMI CADD Knight Piesold iilliiilliii <br />DISCLAIMER <br />KNIGHT RESOLD AND CO. PRODUCED THE DATA SHOWN ON THE DRAWING FlLES USING BOTH C O N S U L T 1 N Ci <br />TECHNICAL INFORMATION AND KNOW HOW. RECEIPT OF THIS DRAWING DOES NOT MEAN THAT DESIGNED BY MRD CHECKED BY JLM DRAWING No. <br />THE RECIPIENT HAS ANY RIGHTS TO EITHER SUCH TECHINICAL INFORMATION OR KNOW HOW, <br />ANY ADAPTATION OR MODIFICATION OF THE DATA OR DRAAWING SHALL BE AT USER'S SOLE DRAWN BY BLK APPROVED BY G45M 5B — - ZO <br />RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO KNIGHT RESOLD AND CO. <br />iP 7L <br />