The project consisted of the construction of approximately 1750 lf of 12-inch DIP Waterline, installation of fire hydrants, air release valves and blow-off assemblies, construction of approximately 1850 lf of four, 5-inch diameter PVC concrete encased electrical duct bank, and pull boxes. 100% of all trenching was performed in solid limestone using rock trenching techniques. Additional features included the repaving of approximately 2000 lf of existing 8-foot wide asphalt roadway and striping work.