Summary
Consists of erosion and sediment control measures, approx. 630 LF of SDR 9 water service pipe, 31 curb stop valves, valve boxes and corporation stop tap valves, 1,725 LF of 8" PVC water main installed by open cut, 8" gate valves, 2 fire hydrants with 6" leads and 6" gate valves, 19 water meters and vaults, abandonment of existing wells, abandon in place existing water main, 765 LF of 8" sanitary sewer gravity main by open cut, 1,200 LF of 1.5" SDR 11 HDPE force main, 2,145 LF of 6" PVC sanitary sewer laterals, 30 6" sanitary sewer lateral cleanouts with frames & covers, 30 vertical feet of 4-foot sanitary sewer manholes complete with frames and covers, line brick manholes with layer stress skin panel (totaling 25 vertical feet), abandoning 11 septic system tanks, CIP lining of 17 existing laterals, CIP lining of 950 LF of existing 8" PVC sewer main, removal of existing wet well, installing new proposed pump station, 4100 SY of 1.5" superpave “Type C” surface course, and “Type B” base course asphalt, 920 CY of 8" GABC, 220 CY of 11.5" graded aggregate base course for permanent trench repair, 60 SY of 6" private concrete driveway replacement and private property restoration The work consists of the furnishing of all labor, materials, transportation, tools, supplies, and equipment necessary to complete the project.