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C <br />r <br />c <br />c <br />c <br />>I i <br />u <br />L <br />3C <br />z <br />s <br />z <br />6400 <br />6300 <br />LU <br />O <br />i` <br />W <br />6200 <br />6100 <br />0 <br />X1.5 <br />1I / <br />FWG <br />TYPIC <br />NOT TO <br />M, <br />6300 <br />0 <br />w <br />w <br />6200 <br />6100 <br />400 6UU 800 <br />vw <br />— <br />DISTANCE <br />/FT.I <br />ELK CREEK HAUL <br />ROAD PROFILE <br />SCALE <br />60' 0 <br />D <br />0.0 °° —3.3% <br />5.3 <br />CONTOUR INTERVAL N.A. <br />14,4% <br />2.5% <br />HORIZONTAL & VERTICAL <br />6.1% <br />12.7 ° <br />11.7% <br />00RE/ii <br />'0�\. <br />° <br />13,8% <br />FOR HAUL ROAD LOCATION. <br />- -- <br />— <br />121% <br />8,4 <br />6.6 <br />N <br />4. '❑ <br />p, <br />I° !❑ <br />PROFESSIONAL ENGINEER'S STATEMENT <br />I <br />1 A nn 1 C, fln <br />X1.5 <br />1I / <br />FWG <br />TYPIC <br />NOT TO <br />M, <br />6300 <br />0 <br />w <br />w <br />6200 <br />6100 <br />400 6UU 800 <br />vw <br />— <br />DISTANCE <br />/FT.I <br />ELK CREEK HAUL <br />ROAD PROFILE <br />SCALE <br />60' 0 <br />60' 120' <br />CONTOUR INTERVAL N.A. <br />HORIZONTAL & VERTICAL <br />00RE/ii <br />'0�\. <br />• S E .. <F•TF'9F <br />NOTE: REFER TO MAP 2.05 -M1 <br />FOR HAUL ROAD LOCATION. <br />! <br />� 31459 <br />N <br />4. '❑ <br />p, <br />I° !❑ <br />PROFESSIONAL ENGINEER'S STATEMENT <br />I <br />1, Thomas E. L eidich, state that this mop <br />was prepared under my supervision and all <br />e <br />the information presented hereon is true <br />/ <br />and correct to the best of my knowledge <br />1= <br />a�����o;❑ <br />I N TIN pQ <br />and information. <br />,10__� <br />I <br />Date Thomas E. Leidich, CO P.E. 31459 <br />DRAWING No, <br />2.05 -M3 <br />I n►m mll 11111 IIIII IIIII IIIII IIII IIII <br />1 111111 IIIII Ills nm m• "'•'oo ie is <br />