Specifications include, but are not limited to: 1 Preparation of R.O.W. (60' ROW) 163 Sta. 2 Relocate Mailboxes 1 L.S. 3 Sawcut Existing Asphalt (full depth) 634 L.F. 4 Asphalt Excavation - 1.5 inch depth (average) 1,916 C.Y. 5 Asphalt Haul Off 1,916 C.Y. 6 Earthwork 13,087 C.Y. 7 Haul Off 13,087 C.Y. 8 Subgrade Preparation 66,914 S.Y. 9 Prime Coat 17,904 Gal. 10 Flexible Base (Roadway and Driveways) 15,881 C.Y. 11 HMA Pavement - 3" thickness - Type D 10,186 Ton ; 12 Concrete Pavement at Intersections and Cul-de-Sacs 3,062 S.Y. 13 32'x50' Pitched Concrete Pavement Section 4 Ea. 14 6" Concrete Driveways 273 S.Y. 15 60'x5' Pipeline Cap 1 Ea. 16 Curb and Gutter 843 L.F. 17 Reflective Marking (Type 1) 4" Double Yellow Striped 137 Sta. 18 Reflective Marking (Type 1) 4" Broken Yellow Striped 12 Sta. 19 Reflective Marking (Type 1) 4" White Striped 163 Sta. 20 18" Stop Bar Pavement Marking 423 L.F.