This Project will rehabilitate approximately 6,075 feet of 54″ sanitary sewer main with ultraviolet cured in place pipe (UV CIPP). This project also includes rehabilitating associated manholes.
Hastings Princeton SDIP
The Hastings/Princeton Storm Drainage Improvement Project will reduce street and structure flooding throughout the neighborhood. Located within a drainage area of approximately 80 acres, the project will replace aging infrastructure and provide adequate system capacity. The project area is bordered by Wellesley Avenue to the north, Hastings Drive to the south, Selwyn Avenue to the east and Jamestown Drive to the west.
Caldwell Williams/Old Plank SDIP
Old Plank portion of project: Project initiated due to failure of 84” CMP system on Old Plank Rd. City plans to remove and replace 86” CMP with 56LF 8’x7’ RCBC; Add (2) concrete wingwalls;
Caldwell Williams portion of project: Project initiated due to road flooding. City plans to replace (2) 60” CMP pipes with 39 LF of 13×5 Box culvert. City also intends to add 40LF of 18” RCP; (2) Double catch basins and (2) concrete wingwalls; Pavement and curb replacement.
Woodland Dr 2000 Ph 2
Project initiated to permanently fix what was an old AFT project. City intends to replace the existing 12’x8’ CMP and replace with approx. 50 LF of 10×8 RCBC; Add (2) concrete wingwalls; (4) CBs; (1) JB; Asphalt and curb replacement; Tie existing sewer crossing into a separate system (2) SSMH’s and approx 30 LF of 8” DIP; 15 LF 15” PVC
Cedar Croft Dr 6315 Ph 2
Project initiated due to failure of 96” system. City plans to remove and replace 96” CMP with 62LF 9’x6’ RCBC; Add (2) concrete wingwalls; Add (1) DCB CLDS 20.03; Add (1) CLDS 20.05; Add (2) NCDOT 840.01 CB’s; City plans to add approx. 87 LF of 15” RCP; Curb and gutter replacement; pavement resurfacing.
CATS Parking Deck Repair
The Charlotte Area Transit System (CATS) development division anticipates contracting out the repair at six (6) parking decks:
- JW Clay
- University City Blvd
- Sugar Creek
- North Davidson
- South Tryon
- I-485
The scope of work includes, but is not limited to, the following:
- Concrete repairs using shotcrete
- Crack sealing via epoxy resin injection
- Installation of pourable joint sealants
- Minor drainage relocation
- Seeding and mulching
PSR # 1969
Industry Day Event: Bryant Farms Road Extension Phase 2 – Progressive Design-Build
The City of Charlotte invites interested firms to participate in an Industry Day for the Bryant Farms Road Extension Phase 2 project. This session will provide an overview of the project scope, schedule, and goals, as well as information on the City’s plan to use the Progressive Design-Build (PDB) delivery method in accordance with N.C.G.S. § 143-128.1A.
Participants will learn about:
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- The City’s objectives and priorities for the project
- The anticipated procurement process and timeline
- Evaluation criteria and selection process under the PDB approach
- Opportunities for collaboration and Charlotte Business Inclusion (CBI) participation
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A Q&A session will follow the presentation. All questions and responses will be published on the city’s procurement website to ensure transparency.
Who should attend: Design-Build firms, contractors, designers, and subcontractors interested in teaming opportunities for this project.
Event Date/Time: Monday, November 17, 2025, 10 AM to 12 PM
Event Format: In-person only
Event Location: Charlotte-Mecklenburg Government Center Room 280
About the project: The purpose of the Bryant Farms Road Extension, Phase II project is to continue the street connection of Bryant Farms Road between Rea Road and Ardrey Kell Road. The design is anticipated to include a two-lane road with turn lanes, shared-use path on both sides of the road, and improvements at the intersections of Bryant Farms Road with Rea Road, Tom Short Road, and Ardrey Kell Road. The project will also build a crossing over Flat Branch stream and will run adjacent to the Flat Branch Nature Preserve for a portion of the project.
Four Mile Creek Rd 9427
Project initiated to address a failing 48” CMP culvert. The culvert crosses a high hazard dam with deficiency’s that will be addressed by a private HOA. The city intends to install approx. 80LF of 48” RCP and tie into an existing concrete flume; remove and replace approx. 40LF of 15” RCP; add (1) DCB; add (2) CBs; add (1) winged headwall
1206 Georgetown
The project is bounded by Pondella Drive to the West and North, Georgetown Drive to the South and Rosada Ave to the East. The project involves storm drainage improvements along Georgetown Rd primarily with some improvements in intersections with Rosada Avenue and Pondella Drive.