Specifications include, but are not limited to: Seeking 5,869 square yards of road paving. 1. Churchville Rd – Resurface existing paved road Resurface paved road from the east side of the bridge (located at the junction of Churchville Rd and Route 100) to the end of the pavement where the road continues as a dirt road. Total distance is 1,070 feet. Minimum of 1.5 inches (nominal) of new pavement except as stated below. Dimensions: 22’ wide x 285’ 16’ wide x 785’ Total 18,830 square feet. Approximately 1000 feet up Churchville Rd from the entrance of the road off of Route 100 in Hancock is a section of the road that has had the pavement removed and the road bed stabilized. This gravel section of the road is 124’ x 16’ (Approximately 1,984 square feet). This graveled section of Churchville Rd shall receive 4 inches (nominal) of new pavement with the pavement tapering from 1.5 inches to 4 inches before the start of the graveled section and tapering from 4 inches to 1.5 inches after the end of the graveled section of road. Contractor shall prepare the existing surface for paving by removing any foreign debris or deleterious material from the road surface either by mechanical broom or hand equipment. Paving shall butt up against the existing asphalt plug joint on the east end of the bridge at the west end of the project. Prior to placing asphalt overlay, emulsion shall be applied evenly at a rate of 0.06-.08 Gallons/SY. Emulsion is not a separate bid item and shall be included in price per lump sum project bid.
