Specifications include, but are not limited to: •1,487 L.F of sanitary sewer consisting of 6” up to 36” PVC pipe and associated structures. •1111 L.F of storm sewer consisting of 12” up to 30” Class III RCP pipe and associated structures. •1,948 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. •1,147 S.Y. of 5” concrete sidewalk. •783 S.Y of 6” and 7” concrete drive apron and driveway. •3,200 L.F. of 26” concrete curb and gutter. •10,572 S.Y. of pavement removal. •1000 S.Y. of 4.5” asphalt pavement. •6,229 S.Y. of 8” concrete doweled and non-doweled. •Geopier reinforcement for the storm box culverts and storm/sanitary structures. •Tensar geogrid for storm sewer and sanitary pipe support.