FISHHAWK ROAD – NORTHERLY COLUMBIA COUNTY LINE MP 2.072 TO 1.70 a. Cold plane for a tapered 2” butt joint at the point of beginning at MP 2.072. b. Overlay approximately one mile with ODOT Level 2 – ½” ACP to a depth of 2”, on page 46. c. Pave 7 driveway approaches to match the new roadway asphalt elevation. Pave existing aggregate approaches as directed. Average paving depth of existing aggregate approaches is 10’; width as directed. d. Approximate AC quantity equals 1,700 tons. e. Paving schedule shall be coordinated with the County. NORTHERYLY INTERSECTION OF L&C - LOGAN ROAD TO TUCKER CK LANE a. Cold plane for 2” tapered butt joints at each end of overlay area. b. Overlay Logan Road, approximately 3,200 feet with ODOT Level 2 – ½” ACP to a depth of 2” as depicted on Page 46. c. Pave 12 driveway approaches to match the new roadway asphalt elevation. Pave existing aggregate approaches as directed. Average paving depth of existing aggregate approaches is 10’; width as directed. d. Approximate AC quantity equals 1200 tons. e. Paving schedule shall be coordinated with the County. WOODARD LANE INTERSECTION ENHANCEMENT a. Pave approximately 100 feet wide x 30’ deep with ODOT Level 2 – ½” ACP to a depth of 4” at the Hwy. 26-Woodard Lane intersection. b. Approximate AC quantity equals 75 tons. c. County is reconstructing road for a temporary bypass of Lower River Road. d. Paving schedule shall be coordinated with the County.
