Work performed under this contract will consist of the installation of storm drainage, updated drainage system outfall, curb, gutter, and resurfacing of the cul-de-sac.
92915 Asphalt Scarifiers, Milling Machines, Scrapers, etc., Maintenance and Repair
Work performed under this contract will consist of the installation of storm drainage, updated drainage system outfall, curb, gutter, and resurfacing of the cul-de-sac.
The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality. This project is under review. Location and project details will be provided after review is complete.
The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality. This project is under review. Location and project details will be provided after review is complete.
The purpose is to provide the replacement of the lock Keyway/Cores at CATS facilities and along the alignment. 480 Schlage Large Format Interchangeable Cores and 1200 Schlage Padlock KS43 will be purchased.
PSR-879
This construction project is located near The Plaza and Shamrock Drive and has been identified to address flooding, erosion, and pipe failure in the project area.
The purpose and need for this construction project is to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality. This project is under review. Location and project details will be provided after review is complete.
Pebblestone Storm Drainage Improvement Project consist of channel stabilization and a parking lot rebuilt. The improvements will include approximately 250 linear feet of bank hard stabilization and 170 linear feet of bank soft stabilization. In addition to the channel stabilization, sanitary sewer improvements are required. 180 linear feet of 10-inch and 32 linear feet of 16-inch ductile iron restrained joint sanitary sewer pipe. 180 linear feet of 16-inch and 20 linear feet of 24-inch steel encasement pipe.
The purpose and need for the construction project are to improve the storm drainage infrastructure (i.e. pipe systems and culverts) to reduce flooding and to enhance degraded stream reaches to reduce erosion and improve water quality. This project is under review. Location and project details will be provided after the review is complete.
This 4101 High Ridge Project will consist of 47 HP 12×53 steel piles for an approximate total of 1880 LF. The proposed culvert is an 12′ x 4′ Precast R.C Box Culvert for 45 LF. The endwalls will be Non-Standard Endwalls. There is also a pump around operation, relocation of a 12″ DI Restrained Joint Water Pipe, PC 350 for 52 LF, Concrete Culvert Foundation, and Traffic Control for Road Closure is needed to complete this project.