Friedline Road Improvements

The work includes on-site grading of the existing road at the minimum two (2") inch depth to establish a 4-6% cross slope (excess material may be used to correct unstable areas; all remaining material must be removed and disposed); trenching and the installation of approximately 350 lineal feet of 15-inch smooth line corrugated plastic pipe; the removal and disposal of approximately 100 feet of corrugated metal pipe ranging in diameter from 15-inch to 18-inch; the installation of 26 headwalls and end-walls as shown on the contract drawings; two (2) Stone Sumps will have to be installed at locations identified in the contract drawings; permanent seeding, mulching, and final site restoration. Additionally, seven thousand six hundred fifty (7, 650 S.Y.) square yards of Friedline Road will require four and one half (4 ^) inches of compacted Driving Surface Aggregate (DSA) and associated turn outs

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs, Storm Drainage Structures.