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drain to outslope. 20+080 to 20+110; cut from outside road edge 8 <br /> vertical feet, leaving a 3H:1V cut slope. Grade road remnant to <br /> drain across road surface toward the south. 20+115 to 22+000; fill <br /> with material cut at 20+080 to 21+110 to 8 vertical feet sloping <br /> away at 3H:1V. Grade road remnant to drain toward 20+000. <br /> 22+000 Build cutout as per 0+000 specifications. <br /> 22+000 to 23+150 Cut 5 vertical feet from outslope at 3H: 1V <br /> toward middle of road (5' deep by 15' long cut at 3H: 1V slope <br /> toward middle of road) , as Mancos Shale outcrops allow. As Shale <br /> dictates a shallower cut, create rolling dip in roadbed, graded to <br /> drain to outslope. Place cut material against inslope of the road <br /> at 5 feet depth at 3H: 1V slope. Rip remaining road bed to 8 <br /> inches. Seed entire road width, including cut slope. Construct <br /> cutouts at 200 feet intervals, as per 0+000 specifications. <br /> 23+150 to 26+000 Cut 7 vertical feet from outslope at 3H: 1V <br /> toward middle of road (7' deep by 21' long cut at 3H:1V slope <br /> toward middle of road) , as Mancos Shale outcrops allow. As Shale <br /> dictates a shallower cut, create rolling dip in roadbed, graded to <br /> drain to outslope. Place cut material against inslope of the road <br /> at 7 feet depth at 3H:1V slope. Rip remaining road bed to 8 <br /> inches. Seed entire road width, including cut slope. Construct <br /> cutouts at 200 feet intervals, as per 0+000 specifications. <br /> 26+000 Road width is 50 feet. Outside of this width <br /> is a borrow area at road elevation, containing about 310 cubic <br /> yards. <br /> 26+000 to 26+100 Cut 7 vertical feet from outslope at 3H: 1V <br /> toward middle of road (7' deep by 21' long cut at 3H: 1V slope <br /> toward middle of road) . Place cut material against inslope of the <br /> road at 7 feet depth at 3H:1V slope. Rip remaining road- bed to 8 <br /> inches. Seed entire road width, including cut slope. _Construct <br /> cutouts at 200 feet intervals, as per 0+000 specifications. <br /> 26+100 to 27+000 Backfill using material from 26+000 to meet <br /> diminishing cut slope. Average inside cut slope is 4 feet. <br /> Backfill cannot exceed 3H:1V. <br /> 27+000 Create swale to match up slope topography. <br /> Drain to wetlands on downslope. Cut volume is about <br /> Fill material located at outslope is to be removed and used to <br /> backfill at 27+000 through 27+045. Approximate volume is 148 cubic <br /> yards. <br /> 27+000 to 27+045 Backfill using material from 26+000 and at <br /> 27+000 to an inslope vertical height of 6 feet. Outslope at 3H:1V. <br /> Rip remaining road bed to 8 inches. Seed entire road width. <br /> Construct cutouts at 200 feet intervals, as per 0+000 <br /> specifications. <br /> 27+045 to 30+000 Cut 6 vertical feet from outslope at 3H: 1V <br />