Small Diameter High Pressure Water Main Replacement Replacement Project

The project consists of the following work: Schedule A - 190/35 Water Main Replacement Schedule A consists of the installation of approx. 18 LF of 8" restrained joint ductile iron water main, 280 LF of 6" restrained joint ductile iron water main, the replacement of seven (7) 1" water services, one (1) 2" blowoff assembly, appurtenances, and one connection to the existing system. Existing 2" water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay, and curb replacement. Schedule B - 190/60 Water Main Replacement: Schedule B consists of the installation of approx. 350 LF of 6" restrained joint ductile iron water main, the replacement of eleven (11) 1" water services, one (1) 2" blowoff and air-vac assembly, appurtenances, and one connection to the existing system. Existing 2" water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay, and curb and concrete replacement. In addition, all sewer manhole castings in the overlay area will be replaced. Schedule C - 198/64 Water Main Replacement: Schedule C consists of the installation of approx. 260 LF of 6" restrained joint ductile iron water main, the replacement of seven (7) 1" water services, one (1) 2" blowoff assembly, appurtenances, and one connection to the existing system. Water main is replaced primarily within a private utility and access easement. Existing 2” water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay. In addition, all sewer manhole castings in the overlay area will be replaced. Schedule D - 145/104 Water Main Replacement: Schedule D consists of the installation of approx. 360 LF of 6" restrained joint ductile iron water main, the replacement of nineteen (19) 1" water services, three (3) 2" blowoff assemblies, appurtenances, and three connections to the existing system. Existing 2” water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay, curb and concrete replacement. In addition, all sewer manhole castings in the overlay area will be replaced. Schedule E - Juanita/88 Water Main Replacement: Schedule E consists of the installation of approx. 190 LF of 6" restrained joint ductile iron water main, the replacement of six (6) 1" water services, one (1) 2" blowoff assembly, one (1) fire hydrant assembly, appurtenances, and one connection to the existing system. Existing 2" water main and appurtenances shall be abandoned in place. Restoration includes trench patching, asphalt grind and overlay. Schedule F - 120/80 Water Main Replacement: Schedule F consists of the installation of approx. 475 LF of 8" restrained joint ductile iron water main, 365 LF of 6" restrained joint ductile iron water main, the replacement of twenty-four (24) 1" water services, three (3) 2" blowoff assemblies, one (1) fire hydrant assembly, appurtenances, and one (1) connection to the existing system. Existing 2" water main and appurtenances shall be abandoned in place. Restoration includes trench patching and curb and concrete replacement. In addition, all sewer manhole castings in the overlay area will be replaced. Schedule G - 124/106 Water Main Replacement: Schedule G consists of the installation of approx. 675 LF of 8" restrained joint ductile iron water main, 105 LF of 6" restrained joint ductile iron water main, the replacement of sixteen (16) 1" water services, one (1) 2" blowoff assembly, one (1) fire hydrant assembly, appurtenances, and three (3) connection to the existing system. Existing AC water main and appurtenances shall be abandoned in place to the extent feasible. Restoration includes trench patching, asphalt grind and overlay, and curb and concrete replacement. In addition, all sewer manhole castings in overlay area will be replaced and three (3) ADA ramps will be installed.