Specifications include, but are not limited to: cleaning of up to 11 corrugated metal pipes along with the clearing of the inlets/outlets, the construction of 5 drain dips, and 3 low water harden crossings with approx. 15 CY of 3”-5” angular rock per crossing. The completed road surface shall be 14 ft. -16 ft. wide with an inslope/outslope of 2% min. and the reconditioning of ditches to utilize the existing culverts. 3 turnouts shall be constructed to the dimensions on the drawings at locations designated by the FS Engineer. Approximately 225 CY of government furnished surfacing material will be used to spot surface areas designated by the FS Engineer. Location of this material is located at the Lake Creek Pit 3 miles north of the project site.