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RECEIVED <br />MAR 141997 <br />Division u1 wuuelals 0, ueuwuc <br />f Q <br />j 20• -30• 20' -30• <br />I j <br />TOP YMTH (Tw) TOP woT (Tw) <br />MAXMUM OEPM FOR <br />MATCHES EXISTING GROUND 25 -YEAR ROOD (TYPJ 2W5-%I M RED Fes' MATCHES EXISTING GROUND <br />6 SAND AND /OR NO. 6 ROADSASE MA ERVL <br />SLOPE 1 L' PER Fi. (IYP. <br />05• FRFFm n0 O.S' FAEEROARO— <br />L_ D _J1 MIN. 24! CLAY k SHALE <br />2 OF FATTER 2 OR 2 OR FU <br />2 OR FLATTER <br />LONGIIUOINAL SLOPE VARIES DRAKE I DRAINAGE <br />FROM O.L% TO 3.0% DRCH j DITCH <br />(VARIES ALONG ALICNMEM) <br />f <br />NOT TO SCALE <br />NOTE: ROAD CROSS SECTION BASED, IN PART, ON <br />CEC HAUL ROAD DRAWING DATED 6 -81 <br />AND UPDATED ON 7/8/86. <br />PROJJ 06104589 PAGE# COORS ENERGY COMPANY <br />KEENESBURG, COLORADO <br />SCALE: AS SHOWN DRAWN BY: GSL _ <br />• TYPICAL EXISTING LIGHT —DUTY <br />FILE NO. ROAD DESIGNED BY: ACCESS ROAD CROSS SECTION <br />DATE: 3/15/97 APPROVED 8Y: <br />DRAINAGE DITCH <br />DIMENSIONS (MINIMUM) <br />FOR OET'M (D) T <br />TOP WIDRI (iW) <br />25 FEET T <br />TO fEEf <br />20 FEET 8 <br />8 FEET <br />1.5 FEET 6 <br />6 FEET <br />