Murrell Park Front Entrance (Construction) Road Repair and Repaving

Contractor shall remove approximately two (2)- four (4) inches of existing asphalt on approximately 431 LF of Park road. Average width of the road is approximately 25 LF. Remove existing base course add 8" of new flex base compact and graded. After proper road and curb preparation contractor will install 4” of hot mix asphalt. The turnaround at the entrance to the park the contractor shall remove approximately two (2) – four (4) inches of existing asphalt on approximately 750 LF of park road. The average width of the road is approximately 15ft. remove the existing base course approximately 6” deep, add 8” of new flex base compacted and graded. Contractor shall come back with 4” of hot mix asphalt on 661 LF of compacted flex base at a road width of 14 LF. Contractor shall replace the back side of the turn around with 8” of reinforced concrete pavement at approximately 90 LF by 18 LF. the finished road shall transition smoothly to adjacent roads. Contractor shall Construct 1500 LF of concrete curbs 6" x 18"

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.