Spooner - Hayward, Greenwood Avenue to Poplar Street; Spooner - Hayward, Greenwood Avenue to Poplar Street

1.155 Miles; Excavation, Base, Concrete Pavement, HMA Pavement, Curb and Gutter, Sidewalk, Signs, Pavement Marking, Retaining Wall, Culvert Replacement, Storm Sewer, Street Lights, Traffic Signals, and Water and Sewer Lines. Excavation Common, 22,034 CY; Base Aggregate Dense, 20,198 Ton; Concrete Pavement, 25,774 SY; Construction Staking, 24,555 LF; Construction Staking, 283 Each; Construction Staking, 2 LS; Conduit, 13,823 LF; Culvert Pipe, 74 LF 24”; Storm Sewer Pipe, 76 LF 30“, 316 LF 42“, 1,083 LF 48“, 1,138 LF 12“, 289 LF 15“, 153 LF 18”, 8 LF 21”, 452 LF 24”, 253 LF 30”, 365 LF 36”, 685 LF 48”, 66 LF 12”, 1,193 LF 12”, 390 LF 15”, 238 LF 18”; Storm Sewer / Culvert Pipe Horizontal Elliptical or Pipe Arch, 395 LF 34” X 53”, 926 LF 38” X 60”, 196 LF 24” X 38”, 416 LF 29” X 45”; Concrete Curb and Gutter, 10,699 LF; Concrete Sidewalk, 59,119 SF; HMA Pavement, 3,371 Ton; Removing Asphaltic Surface Milling, 4,432 SY; Tack Coat, 1,140 Gals; Cold Weather Marking Epoxy 4-Inch, 26,908 LF.

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.