This is an intersection project which will involve installing a new traffic signal with pedestrian signals, widening some of the approaches, replacing all curb ramps, mill & overlay, and pavement markings. The traffic signal will use steel strain poles.

The City of Charlotte requires qualified light vehicle dealers and general service providers to work in conjunction with the Fleet Management Division to support the city’s various up-fitting needs including but not limited to window tenting, bed liner installing, lift gates, and truck bed shells.

The City requires qualified service providers to work in conjunction with the City’s Fleet Management staff to perform complete turnkey collision repairs and related services on city fleet and Mecklenburg County vehicles. Collision repairs may include but are not limited to paint and body work, frame, cooling systems, engine components, transmission, steering, and related part repairs or replacement.

The City requires a company to work in conjunction with Fleet Management, the Airport and other city departments to provide Vehicle and Equipment Welding and Related Services to the City of Charlotte. The Company shall perform vehicle or equipment maintenance, repair, and modification through the provision of Vehicle and Equipment Welding and Related services for vehicles and equipment owned, operated, or maintained by the City.

524 Wilby Drive: The culvert will be constructed with a headwall and endwall, with the junction box In between. The 24” plastic pipe will be replaced with 24” RCP.

6633 Brookfield Place: 30” RCP from JB 9 to DCB 8 to be replaced with a 36” RCP , and curb to be added along Alexander Road and standard catch basins to be constructed along the curb.

The Magnolia/Winthrop Storm Drainage Improvement Project (SDIP) consists of storm water infrastructure improvements along Ideal Way, Winthrop Avenue and Springdale Avenue. Work will involve mobilization, earthwork, drainage structures, storm drain pipe systems, working over, under, near, and around existing private utilities, asphalt paving, concrete flatwork, water and sewer (relocations, installations and adjustments), traffic control and any other associated work required by the Engineer.

Project consist of joint repairs and the lining of 563 LF of 66 CMP with CIPP.  Three non-standard and three standard structures will be removed/replaced as well as two headwalls.  57 LF of 24 inch RCP will be removed and replaced. A rip rap apron will be revised/installed.  70 LF of an 8″ water main will also be relocated.

Project consists of lining 556 LF of 42 inch CMP and 131 LF of 15 inch RCP with CIPP.  Eight existing drainage structures will be removed and replaced and two additional structures will be added. 221 LF of 15″ RCP will be removed and replaced. Chemical grouting joint repair will also be installed at approx. 15 locations throughout the 42″ CMP.

The project involves analysis of existing conditions to determine areas suitable for improvement, planning analysis of improvement alternatives, and the design and construction of the needed improvements in the Queens Storm Drainage Improvement Project (SDIP) area.

The Queens Storm Drainage Improvement Project is bordered by East 4^th Street to the north, Baxter Street to the south, Caswell Road to the east and Baldwin Avenue to the west.  This project area is within a drainage area of approximately 40 acres and the improvements will include pipe system upgrades and channel improvements.

The project involves analysis of existing conditions to determine areas suitable for improvement, planning analysis of improvement alternatives, and the design and construction of the needed improvements in the Eastway Storm Drainage Improvement Project (SDIP) area.

The Eastway Storm Drainage Improvement Project is bordered by Arnold Drive to the north, Central Avenue to the south, Temple Lane to the east and Eastway Drive to the west.  This project area is within a drainage area of approximately 200 acres and the improvements may include pipe system upgrades and channel improvements.

The Contractor shall furnish all labor, material, and equipment necessary to perform all services for the application of asphalt-rejuvenating agent to asphaltic concrete surfaces at various locations throughout the City of Charlotte. The rejuvenation of surface roads shall be by spray application of a cationic rejuvenating agent composed of petroleum oils and resins emulsified with water. All work shall be in accordance with the specifications, and the applicable drawings, and subject to the terms and specifications conditions of the contract.

Relocation of existing CMPD Helicopter Hangar to an off-site location alongside Billy Graham Parkway will be performed via Alternative Delivery Method, specifically Progressive Design-Build (D/B).  FAA regulatory studies, analysis, coordination and permitting is a requirement of this projects scope.  A Design Build team will be solicited to implement the project scope.