Specifications include, but are not limited to: The Contractor shall furnish all materials, equipment and tools necessary to complete the asphalt paving complete in place on roadway acceptable to the County Engineer. All materials shall meet current O.D.O.T. Specifications and shall come from a source certified by O.D.O.T. All equipment shall meet current O.D.O.T. Specifications. The contractor shall clean and otherwise prepare the surface for paving. Bridge treatments shall be directed by the Engineer in order to provide a smooth road surface. No asphalt shall be placed on bridges without authorization from the Engineer. The contractor shall place a butt joint across the entire width of the roadway as directed by the County Engineer to provide a level transition from new asphalt to existing pavement. Contractor shall mill areas along concrete curb and gutters to feather to new asphalt. Contractor shall apply liquid asphalt and seal edges of new to existing pavement at beginning and end of overlay and intersections, including butt joints. Butt joints and feathering at bridges, intersections, and along curbs should comply with ODOT standard construction drawing BP-3.1. A center line shall be applied to the surface after asphalt has been placed on roadway. 12,422 Tons 441 Asphalt Concrete Surface Course, Type 1 (448). 7,102 Gallons 407 Asphalt Tack Coat, (0.05 gal sq. yd.). 11.27 Miles 648 Spray Thermoplastic Center Line Only...