Laserfiche WebLink
drainage over new cut-slope. Rip remaining bench and new cut-slope <br /> to 8 inches. See 0+00 for specifications. <br /> 14+00 to 16+075 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 /> 16+075 to 20+086 Excavate from outslope and fill on inslope. <br /> See 0+00 for specifications. <br /> 19+000 Remove culvert and fill excavation. <br /> 20+086 to 23+000 Excavate from outslope and fill on inslope. <br /> See 0+00 for specifications. Remove electrical box below 19+050. <br /> Feather fill to no fill at 23+000. <br /> 23+000 to 23+020 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:1v. Graded bench is to <br /> be ripped to 8 inches. <br /> 23+020 Remove culvert and build a low water crossing <br /> to culvert bottom elevation. Crossing will slope up from center at <br /> 6h:ly on both side to road bench elevation. Place 6 inch diameter <br /> riprap in bottom of crossing and 6 inches up sides. <br /> 23+020 to 24+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:1v. Graded bench is to <br /> be ripped to 8 inches. <br /> 24+000 to 26+040 Cut 6 vertical feet of material from road <br /> outslope fill to create a 3h:1v cut-slope surface. Place material <br /> against inslope of road at a maximum slope of 3h:1 . Grade remnant <br /> road surface to achieve drainage across surface toward cut-slope <br /> evenly. Rip road surface and cut slope to 8 inches. <br /> 26+040 to 27+085 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 /> 27+085 Remove culvert at avalanche chute. Build a low <br /> water crossing as per 23+020 specifications. <br /> 27+085 to 29+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 /> 29+100 to 29+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 />