Project initiated due to several holes and corrosion in the existing 16.25’x9.5’ elliptical pipe. Cracks in the headwalls were also observed. The City intends to replace 81LF 16.25’x9.5’ elliptical pipe with 81LF of 14’x9’ RCBC; add (2) Non-standard headwalls; add 213 LF of 24” RCP; replace 56LF of 15” RCP; add (3) CBs; Add (2) JBs; plug and fill approx. 220LF of 18” RCP; Add/replace approx. 600LF 2’6” C&G; channel grading; asphalt replacement.

This project will build bike facilities in several different locations throughout the Elizabeth neighborhood to create safer conditions and improve ease of travel for cyclists and pedestrians, including approximately 2.1 miles of sharrows, modernization of two existing rectangular rapid flashing beacons, replacement of 10 wheelchair ramps, a new pedestrian crossing at Pecan Avenue and Shenandoah Avenue, implementation of new bike detection cameras, a new full traffic signal at Bascom Street and 7th Street, and a curb extension located at the intersection of Pecan Avenue and 8th Street.

February 2026 Update: This project’s scope has been divided into 2 phases and will not go out for public bid; the City plans to use an established on-call contract for both phases because construction of traffic signals is required.

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 located near the intersection of Camp Greene Street and Freedom Drive.

This project is bordered by Rama Road to the north, McAlpine Creek to the south, Monroe Road to the east and Burlwood Road to the west.  The drainage system consists of open channel and closed pipe systems underneath City maintained roads.  This was previously identified as a major capital project from the watershed ranking prioritization process with a score of 54 of 100.  The ranking protocol identifies 30 structures that experience flooding in the 100-year storm event and 16 roads that experience transverse overtopping events that do not meet current standards.  A holistic project is needed to cost beneficially address the drainage system issues.

The project is bounded by the Park Rd Shopping Center to the South, Park Rd to the West, Arbor Lane to the North and Little Sugar Creek to the East.  The project involves storm drainage improvements along Reece Rd primarily with some improvements in intersections with Park Rd and Arbor Lane.

Micromobility technology solutions to assist in analyzing and managing shared mobility devices within Charlotte’s right-of-way.

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 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.

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.