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be ripped to 8 inches. <br /> 35+100 to 35+025 Excavate 6 vertical feet from outside of road <br /> and backfill against inslope. Grade remaining bench to direct <br /> drainage over new cut-slope. Rip remaining bench and cut-slope <br /> area to 8 inches. See 0+00 for specifications. <br /> 35+025 Remove culvert, fill excavation. <br /> 35+025 to 36+100 Excavate 6 vertical feet from outside of road <br /> and backfill against inslope. Grade remaining bench to direct <br /> drainage over new cut-slope. Rip remaining bench and cut-slope <br /> area to 8 inches. See 0+00 for specifications. <br /> 36+100 to 37+000 Grade road surface to drain to outside edge of <br /> road uniformly. Excess graded material is to be pushed against <br /> inside of cut-slope at no steeper than 3h: ly. Graded bench is to <br /> be ripped to 8 inches. <br /> 37+000 to 39+000 Excavate 6 vertical feet from outside of road <br /> and backfill against inslope. Grade remaining bench to direct <br /> drainage over new cut-slope. Rip remaining bench and cut-slope <br /> area to 8 inches. See 0+00 for specifications. <br /> 39+000 Remove culvert, fill excavation <br /> 39+000 to 39+100 Excavate 6 vertical feet from outside of road <br /> and backfill against inslope. Grade remaining bench to direct <br /> drainage over new cut-slope. Rip remaining bench and cut-slope <br /> area to 8 inches. See 0+00 for specifications. <br /> 39+100 to 41+000 Grade road surface to drain to outside edge of _ <br /> road uniformly. Excess graded material is to be pushed against <br /> inside of cut-slope at no steeper than 3h: ly. Graded bench is to <br /> be ripped to 8 inches. <br /> 41+000 Remove culvert, fill excavation <br /> 41+000 to 43+000 Grade road surface to drain to outside edge of <br /> road uniformly. Excess graded material is to be pushed against <br /> inside of cut-slope at no steeper than 3h:ly. Graded bench is to <br /> be ripped to 8 inches. <br /> 43+000 Construct cut out trench as per 34+050 <br /> specifications. <br /> 43+000 to 44+125 Grade road surface to drain to outside edge of <br /> road uniformly. Excess graded material is to be pushed against <br /> inside of cut-slope at no steeper than 3h: ly. Graded bench is to <br /> be ripped to 8 inches. <br /> 44+125 Remove culvert, construct cut-out trench as per <br /> 34+050 specifications <br />