This contract is for the continuous installation of small water and sewer services, as needed, for commercial or residential purposes with a diameter of less than one and a half inches. Charlotte Water installed about 1,800 new residential water and sewer taps in the last 12 months. This contract will help meet the demand for these kinds of service connections for the next two years.
cancelled on 3/14/2024
The Marlwood/Waverly project area consists of the two ponds, Marlwood Lake located south of Albemarle Road near Marlwood Circle, and Waverly Lake located north of Albemarle Road near Almond Road. The existing ponds have silted in and project improvements include pond dredging to specified projects depths.
The Project consists of an undetermined number of individual projects consisting of water and/or sewer extensions, water and/or sewer replacements, low pressure sanitary sewer, water distribution
system reliability improvement projects, and/or sanitary sewer capacity assurance projects, which will be assigned by the Project Engineer.
This project will consist of dismantling water and sewer service connections that are requested by customers. This contract will dismantle water services up to 12″ in diameter and sewer services up to 8″ in diameter.
Sanitary sewer service dismantlement’s involve cutting and plugging the existing service lateral pipe at the sanitary sewer main or manhole to help control and limit unnecessary sewer system infiltration. Charlotte Water expects the majority of these dismantlement requests to be in areas of
the county where infrastructure pre-dates any locatable requirements including tracer wire, ductile iron or cast iron pipe.
The project is located at Robert L. Smith Park which can be accessed by Little Rock Road and Starnes Road. An existing pond has a breached dam embankment. Project improvements include dam embankment, forebay, outlet structure, and spillway upgrades.
The Newell Stream Restoration Project is located near WT Harris Boulevard (NC 24) and Old Concord Road along a network of tributaries to Toby Creek. Project improvements include restoring approximately 2,500 LF of degraded stream channel, floodplain, and riparian buffer.
Collective Storm Drainage Improvement Projects Series AC will involve 3 projects throughout the City of Charlotte, 4213 Tipperary Pl, 2607 Vail Ave, 4600 Randolph Rd. 4213 Tipperary Pl will consist of a reinforced box culvert replacement as well as reinforced concrete pipe replacement and realignment, CIPP liner, storm drainage structure replacement, full depth asphalt, curb and gutter, concrete driveway, new sanitary sewer pipe and sanitary sewer structures, as well as sidewalk replacement all along Tipperary Place. 2607 Vail Ave will reroute water along Vaile Ave that will consist of new storm drainage pipe and structures as well as sanitary sewer line replacement, concrete driveway and curb replacement, as well as full depth asphalt replacement. 4600 Randolph Rd will consist of CIPP lining across Randolph Rd, a new reinforced concrete pipe alignment with structures, concrete curb, concrete driveway, full depth asphalt, and ditch work along commercial properties and an apartment complex.
Work performed under this contract will consist of storm water infrastructure repair and improvement projects within the city limits of Charlotte, NC. Work will involve mobilization, earthwork, drainage structures, storm drain pipe systems, channels, working over, under, near, and around existing private utilities asphalt paving, concrete flatwork, and landscaping and any associated work required by the Engineer. Other work may include structural foundation protection, storm water pipe lining, storm water pipe joint and structure repair, water and sewer (relocations, installations and adjustments). Storm Water maintenance work may be located entirely within the street right-of-way.
This project will improve the curbs, driveway, sidewalks and ramps for Beatties Ford Road between Russell Avenue and Lasalle Street. Concrete shall be 6-inch Portland cement, asphalt shall be two-inch course and four-inch intermediate course. Gravel shall be six-inch incidental stone. Limits of proposed slopes are indicated in the plans. The contractor shall maintain erosion control devices in accordance with the appropriate city and state erosion and sediment control ordinances. Contractor shall sawcut existing asphalt and/or concrete surfaces prior to removal unless otherwise directed by the engineer. Project length is 0.281 miles.
