Specifications include, but are not limited to: The majority work of this contract is generally described as follows: •1,043 L.F of sanitary sewer consisting of 6” up to 36” PVC pipe and associated structures. •425 L.F. of sanitary sewer lining. •982 L.F of storm sewer consisting of 12” up to 30” Class III RCP pipe and associated structures. •1,855 L.F. of 72”x48” concrete box culvert along with associated junction boxes. •Sheboygan River sheet pile seawall fabrication for storm discharge locations and associated coffer dam. •965 S.Y. of 5” concrete sidewalk. •510 S.Y of 6” and 7” concrete drive apron and driveway. •3,268 L.F. of 26” concrete curb and gutter. •10,081 S.Y. of pavement removal. •824 S.Y. of 4.5” asphalt pavement. •7,018 S.Y. of 8” concrete doweled and non-doweled. •6,000 L.F. of pavement markings •Geopier reinforcement for the storm box culverts and storm/sanitary structures. •Tensar geogrid for storm sewer and sanitary pipe support. •Temporry 2” asphalt surface. •2,480 L.F. of water main consisting of 12” and 8” PVC pipe. •149 L.F. of 6” ductile iron water main. •9 fire hydrants. •Remove and replace 536 S.Y. of 8” concrete •Remove and replace 634 L.F. of 26” concrete curb and gutter. •Remove and replace 279 S.Y of 4.5” asphalt pavement.