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A24+00 to 24+50 Cut out ditch. See 2+00 for specifications. <br /> 24+50 to 27+20 Fill in inslope ditch by flattening road <br /> surface. <br /> 27+20 Build cut out per 2+10 specifications to match <br /> natural drainage at outslope <br /> 27+20 to 29+00 Fill in inside ditch by grading road flat <br /> 29+00 Build cut out per 2+10 specifications <br /> 29+00 to 30+0-0 Cut outside berm to fill inside ditch. Build <br /> cutout at 30+00 to 2+10 specifications <br /> 30+00 to 34+00 Grade road to outside by cutting about 2 <br /> vertical feet from outslope, and filling on inslope. <br /> fill inside ditch where present <br /> 34+00 to 36+50 Fill inside ditch by grading road flat <br /> 36+50 Build cut out to specifications of 2+10 <br /> 36+50 to 38+00 Fill inside ditch by grading road flat <br /> 38+00 Build cut out per 2+10 specifications. add <br /> organic debris (logs, stumps overlying 12 inch <br /> diameter rocks) to gully at outside of road, for a <br /> distance of 20 feet from gully head scarp <br /> 38+00 t 4b+80 Cut outside road edge 1 foot to fill slope <br /> gully. flatten road and grade remaining bench <br /> toward stream crossing at 40+80 <br /> 40+80 to 43+35 Flatten road surface, and grade remaining bench <br /> toward stream crossing at 40+80 <br /> 42+00 to 46+00 Rip road surface to 8 inch depth <br /> 46+00 to 47+40 Slope road surface to drain to outslope <br /> N47+40 to 48+00 Rip road surface to 8 inch depth <br /> 48+00 to 52+96 Grade road surface flat and rip road to 8 inch <br /> depth <br /> 52+75 Remove culvert, fill depression after removal <br /> 52+96 Build cut out to specifications of 2+10 , but <br /> total depth must be 5 feet. Place 12 inch diameter <br /> in bottom and 2 feet up sides of cut out, continue <br /> riprap for a distance of 50 feet to pond on down- <br /> slope <br />