Walker Road Paving

Furnishing paving for the Walker Road project in the Town of Lyman. 1. From Route 111 Sta. 0.00 to Sta. 6+75, shim and overlay with 2 1/2 inches of 19 MM with 2 ft. shoulders and a 2% cross slope from center line. 2. Pave and reclaim from Sta. 6+75 to Sta. 15+00. Full depth reclaim with 6 inches of Type A-2” gravel including cement stabilization. 2 ½ inches of 19 MM HMA. Approximately 825 ft. 3. From Sta. 15+00 (end of reclaim) to Sta. 40+00 shim and overlay with 2 1/2 inches of 19 MM with 2 ft. shoulders and a 2% cross slope from center line. 4. Add 2 ft. shoulders. 5. 2% cross slope to be maintained from center line. 6. Starting from end of curve at Sta. 0.00 to Sta. 15+00. Shim and overlay with 2 /12 inches of 19 MM HMA. Add 2 ft. shoulders with a 2% cross slope from center line. 7. From Sta. 15+00 to Sta. 23+00 full depth reclaim with 6 inches of type A gravel including cement stabilization. Pave 2 ½ inches of 19 MM HMA. Approximately 800 ft. 2 ft. shoulders and 2% cross slope from center line. 8. From Sta. 23+00 to St. 35+20 shim and overlay with 2 1/2 inches of 19 MM HMA. 2 ft. shoulders and 2% cross slope from center line to end of paving. Approximately 7,520 ft.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.