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ON i <br />\_ <br />E.1 0 E.1 0 <br />E.13,000 _ E.13,500 <br />CID <br />RI <br />. ; 01 <br />m <br />PONDS B <br />.10 <br />E.14,500 <br />THIS DRAWING IS THE PROPERTY OF <br />TWENTYMILE COAL COMPANY <br />AND MUST NOT BE USED EXCEPT IN <br />CONNECTION WITH OUR WORK <br />ALL RIGHTS OF DESIGN <br />OR INVENTION RESERVED. <br />C <br />+687343 <br />7 <br />NAME <br />DATE <br />DRAWN BY: M.G. <br />OCT 01, 2006 <br />DESIGNED BY: M.G. <br />OCT 01, 2006 <br />CHECKED BY: <br />APPROVED BY: <br />pus <br />1 <br />+6900.7 <br />+6901.1 <br />+6904.7 <br />TWENTYMILE <br />COAL COMPANY <br />to <br />N\ <br />&57.3 <br />1.0 <br />.o- n <br />m <br />+6854.3 <br />{¢858.5 <br />TWENTYMILE COAL COMPANY DRAWING NO. — I REV.# <br />WEST ENTRANCE ROAD 2000- 06 —WER — Z0 <br />PROJECT PLAN v]ECEIVE SCALE: <br />MAP EX49J —M2 OCT 0 4 2006 <br />Division of Reclamation 1 INCH = 100 FEET <br />ey <br />5�- (2 /6 4 <br />I, MICHAEL W. LUDLOW, A REGI5TERED PROFE55IONAL ENGINEER <br />IN THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THE5E PLAN5 <br />HAVE BEEN PREPA rids) ER MY DIRECTION AND MEET THE APPLICABLE <br />REQUIREMENT %�IZ 3, CURRENT PRUDENT ENGINEERING <br />PRACTICES A� "JTERIA OF RULES 4.03. I AND 4.03.2. <br />3 p.pi <br />/a 3 oG <br />MICHAEL DATE <br />P. E. No. 2404F'te, �,4'r� »�•' =MC` �� <br />ROAD BERM AREA <br />4.n, <br />c4 <br />am- <br />�lw <br />TEMPLATE 1 . STA 0 +00 TO STA 0 +00 <br />14Z 14Z <br />b.o• rnnT ci A SIS 5 <br />TEMPLATE 2 . STA 5 +00 TO STA 18 +00 <br />TYPICAL ROAD CROSS SECTIONS <br />TYPICAL ROAD WIDTH: 28 FEET <br />