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54+000 to 55+065 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 /> 55+065 Remove culvert and construct low water crossing <br /> as per 23+020 specifications. <br /> 55+065 to 56+120 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 /> 56+120 to 57+100 Excavate 7 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 /> 57+100 Construct low water crossing as per 23+020 <br /> specifications. Place riprap with D50 of 10 inches below low water <br /> crossing forfifty (50) feet to base of fill . <br /> 57+100 to 60+000 Excavate 7 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. Construct cut out <br /> trenches every 100 feet as per 34+050 specifications. <br /> 60+000 to 60+150 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 /> 60+150 Construct low water crossing as per 23+020 <br /> specifications. <br /> 60+150 to 66+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. Construct cut out trenches every 100 feet <br /> as per 34+050 specifications. <br /> 66+000 to 74+154 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. Construct cut out trenches every 200 feet <br /> as per 34+050 specifications. <br /> 74+154 Construct low water crossing as per 23+020 <br /> specifications. <br /> 74+154 to 75+090 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 />