CR 461 S-Curve Realignment

The work generally consists of clearing right of way, salvaging 1060 L.F. of existing 20' wide rural asphalt roadway and embankment, constructing 1060 L.F. of re-aligned roadway embankment, lime stabilized salvaged subgrade (24' wide), 3.5% cement treated salvaged base & asphalt (22' wide), 3" asphalt surface (20' wide), 50 L.F of 24" RCP driveway culverts, and other items of work as detailed in the plans for the CR 461 “S” curve portion. The work generally consists of clearing right of way, 201 c.y. of borrow for embankment,, 44 c.y. of crushed limestone, welded rolled 9' diameter steel pipe, 66 l.f. of 24" and 36" HDPE storm sewer a type “A” inlet and an alternated bid for 9' diameter concrete pipe with concrete pipe collars.

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.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.