Resurfacing and Safety Improvements to Carpenter Street (CR 682) from Main Street (CR553A) to the Conrail Railroad Tracks

The approximate quantities of the principal items of work are as follows: PAY ITEM PAY UNIT QUANTITY HMA Milling, 3" or Less S.Y. 35,000 HMA 12.5ME Surface Course, 2.5" Thick Ton 5,100 HMA 19H64 Base Course, 4" Thick Ton 100 Open Graded Friction Course, Ton 500 9.5MM, 2-1/2" Thick Geotextile Fabric S.Y. 3,500 Traffic Stripes, 4" L.F. 26,500 Concrete Sidewalk, 4" Thick S.Y. 700 Detectable Warning Surface S.Y. 38 9" x 18" Concrete Vertical Curb L.F. 3,000 18" Reinforced Concrete Pipe L.F. 544 Elliptical Reinforced Concrete L.F. 216 Pipe (various sizes) Reconstruct Inlet, Type B, Use Unit 10 Existing Casting Inlet Converted to Manhole Unit 3 Controlled Low Strength Material C.Y. 250

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.