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SW <br />�rt — 60 -Foot Right -of -Way <br />Present Terrain \ <br />Proposed 600 -Foot Snow Fences <br />F----- ----- - - - -30 -Foot Road- - <br />4' Compacted Base Material Minimum is - - <br />Ditch 1' or Deepsr <br />Present Terrain .4- <br />- - - <br />' - - -- - - <br />Floor of Proposed Cut <br />Road Slopes Outward 2% from Center Slope 1:5 <br />This 600 -foot long cut centering on A -A', shown in Plate18 -Ais <br />designed to avoid a snow - clogged road at this, the only problem <br />point for snow accumulation along the right -of -way. This will be the <br />only cut of significance and is shown at its maximum cross section. <br />NW <br />8080' - <br />r <br />8060'— _ - <br />Present Surface <br />Rock from cut will be used to make fill over <br />6 five foot culverts which will pass flood water <br />beneath this access road at Mann Draw <br />SCALE: 1' = 10' <br />NE <br />Elevation <br />8220' <br />Maximum Stop's 1.5 :1 <br />8200' <br />S <br />present Surface <br />CROSS - SECTIONS ACROSS AND ALONG ROAD AT C -Cr <br />SW <br />Top of Fill <br />5' Culvert <br />Surface of Mann Draw , <br />Top of Fill <br />Six 5' Culverts <br />Mann Draw <br />Across <br />Along <br />NE <br />8080' <br />CROSS - SECTION B -Br <br />TYPICAL CROSS - SECTION OF ROAD ON SLIGHT SLOPE. <br />ON LEVEL GROUND THERE WILL BE DITCHES ON BOTH SIDES. <br />- -- 60 -Foot Right -of -Way <br />- -- 30 -Foot Road <br />Minimum 4' Compacted Base Material <br />SCALE: 1' = 4' <br />SCALE: 1' = 20' <br />Road Slopes 2% Outward From C! <br />N <br />Ii <br />Present Surface <br />Cut; Material graded onto road and compacted <br />with vibrating self - propelled roller <br />T certify this sap is correct to <br />the best of my knowledge, as was <br />prepared by(Z&2S,.) <br />p�01� H Sy who is a qualified G <br />�. E(„1STER O9 1 <br /><o l <br />* r 15 <br />24 <br />NE <br />8080' <br />8060' <br />WALDEN COAL COMPANY <br />P.O. BOX 229 BOULDER, COLORADO 80306 <br />HAUL ROAD, BOURG PROPERTY <br />PLATE 18-B <br />