Capital Paving Resurfacing

For roads with exposed subgrade after milling occurs, these roads shall pass a proof roll test prior to resurfacing. Bankshill Row from New bridge Trace to East End (2250 SY ) —Mill at an average depth of 2.5 inches, resurface with 19 mm at a rate of 220 lbs/sy and with 9.5 mm at a rate of 137.5 lbs/sy within contract limits. Daventry Way from Bankshill Row to West End (1200 SY)--- Mill at an average depth of 2.5 inches, resurface with 19 mm at a rate of 220 lbs/sy and with 9.5 mm at a rate of 137.5 lbs/sy within contract limits. Newbridge Trace from West End to Northeast End (4140 SY)-- Mill at an average depth of 2.5 inches, resurface with 19 mm at a rate of 220 lbs/sy and with 9.5 mm at a rate of 137.5 lbs/sy within contract limits. Chalfont Walk from Osborne Rd to Bankshill Row (1067 SY)-- Mill at an average depth of 2.5 inches, resurface with 19 mm at a rate of 220 lbs/sy and with 9.5 mm at a rate of 137.5 lbs/sy within contract limits. Dunlop Ct from Hearst Dr to Northeast End (680 SY)-- Mill at an average depth of 2.5 inches, resurface with 19 mm at a rate of 220 lbs/sy and with 9.5 mm at a rate of 137.5 lbs/sy within contract limits.

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.