Summary
1,054 Tons Super Pave Type S4 Asphalt; 2,108 Tons Super Pave Type S3 Asphalt; 1,412 Gal. Tack Coat; 2,353 Gal. Prime Coat; 2,212 CY of 8" Thick Aggregate Base Type A; 159 SY of 6" Thick Gravel Surface; 1 LS Erosion/Sediment Control Measures; 2,370 CY Unclassified Excavation;
1,690 CY Embankment; 213 CY P.C. Concrete Material & Placement (w Rebar);; 642 LF of 8" Integral Concrete Barrier Curb; 295 CY of 8" Thick Aggregate Base Type A; 886 Tons Super Pave Type S4 Asphalt;
1,772 Tons Super Pave Type S3 Asphalt; 1,186 Gal. Tack Coat; 1,976 Gal. Prime Coat; 1,893 CY of 8" Thick Aggregate Base; 1 Ea. Standard Manholes – 5-10 Feet Deep; 4 Ea. Standard Manholes – 10-15 Feet Deep;
1,390 LF of 12" Sewer Main – PVC SDR 26; 2.00 Ea of 12" Interconnection to Manhole; 2,416 LF of 12" Water Main – PVC C900 DR18;; 224 LF of 12" Water Main – PE SDR 11; 6 Ea of 12" Gate Valve and Box; 4 Ea PVC to PE Transitions; 2 Ea of 12" x 12" x 12" Tee; 6 Ea of 12” x 45° Bend; 2 Ea of 12" x 22.5° Bend; 1 Ea of 2”"Air/Vacuum Release Valve; 6 Ea Fire Hydrant Assembly; 1.00 Ea of 12" Interconnection; 326 LF of 15" Diameter HP Storm Pipe; 8 Ea of 15" Drainage Pipe End Section; 6,900 SY Solid Slab Sodding; 1 LS Hydrostatic Pressure Testing and Disinfection.