The Morning Dale Storm Drainage Improvement Project will reduce street and structure flooding throughout the neighborhood. Located within a drainage area of approximately 560 acres, the project will replace and/or rehabilitate aging infrastructure and provide adequate drainage system capacity. This project area is bordered by Hinson Drive to the north, Stratfordshire Drive to the south, Tadlock Place to the east and Morning Dale Road to the west.
McDowell Creek WRRF Primary Clarifier Mechanism Replacement-CANCELLED
The project involves the procurement of a new primary clarifier mechanism to replace the existing mechanism in Primary Clarifier #5 at the McDowell Creek Water Resource Recovery Facility. This replacement aims to improve the performance and reliability of the primary clarifier, ensuring that it meets current operational standards.
Duplicate entry of McDowell Creek WRRF Clarifier Mechanism, cancelled 11/14
McDowell Creek WRRF Primary Clarifier Rehabilitation
This project will rehabilitate Primary Clarifier #5 at the McDowell Creek Water Resource Recovery Facility. The scope of work includes the demolition and replacement of the existing clarifier mechanism, various concrete repairs, and regrouting of the clarifier floor. Additionally, pressure-reducing valves, plug valves, and telescoping valves will be replaced, and existing electrical and instrumentation systems will be reconnected to the new clarifier mechanism. These improvements will enhance the functionality and durability of the primary clarifier.
Sugar Creek Water Resource Recovery Facility (WRRF) Ultraviolet (UV) Disinfection System Upgrades
This project involves the replacement of the existing ultraviolet disinfection system at the Sugar Creek Water Resource Recovery Facility. The scope of work includes upgrading the UV disinfection system while utilizing the existing UV channels, extending these channels, and replacing the current level control gates with fixed finger weirs. A new non-potable water (NPW) pump station wet well will be added, and the drain valve of the East Equalization Basin will be replaced. During this upgrade, a temporary disinfection system will be provided to maintain disinfection while the UV system is out of service. Additionally, two existing NPW pumps will be relocated, and three NPW pumps will be replaced in kind. The Filter Backwash Return Pump wet well work will include the installation of a backwash return pump, the necessary piping and valves, and the replacement of a flow meter.
Lawyers Rd SW (Harri Ann to Chestnut)
The scope of this project will include 0.34 miles of new 6ft wide concrete sidewalk, driveway improvements, and wheelchair ramps on Lawyers Rd from Chestnut Lake Dr to Harri Ann Dr.
Belk Greenway Connector
Belk Greenway Connector is a cycle track project. This project will involve shifting the medians on McDowell St to make room for the cycle track, replacing noncompliant curb ramps, replacing noncompliant pedestrian signals, transferring signal heads to new mast arms, mill & overlay, pavement markings, sign installation, and the removal of 4 median trees.
Dry Detention Water Quality Enhancement Project
The Project consists of retrofitting existing stormwater detention basins including constructing forebays to increase pretreatment of solids and create sheet flow through the basin, removing and replacing of existing turf grass in the bottom of the basins with a hardier herbaceous vegetative mix that provides more treatment, and modification of outlet structures of basins that increase retention time within the basins to increase pollutant removal.
Construction Manager at Risk for Robinson Church Road Phase 2
Construction Manager at Risk (CMAR) Services
A CMAR will bring value in determining the most cost-effective alignment and provide potential construction phasing options, thereby minimizing schedule risks and constructability concerns.
The proposed design includes a 12’‐wide concrete shared‐use path along one side of Robinson Church Road, beginning at Plott Road (connects to Robinson Church Road Phase 1 Improvements) and continues to Harrisburg Road. Accommodations for pedestrian / bicycle crossings and minor upgrades at major intersections (Hood Road, the future Eastern Circumferential Roadway and Harrisburg Road) and minor side streets (Alanbrook Road, Ludell Lane, Irwin Road, Fairford Drive, Solares Drive, Jerimoth Drive, Culver Spring Way, Hammond Drive, Atlas Cedar, Deluca Drive, Castle Garden Lane, Williams Gate Lane and Jones Creek Circle) will also be included in the scope. The project team is early in the design phase and plans are currently at a 10% milestone level. The CMAR shall provide input on the design, including side‐of‐street analysis for the shared‐use path and pedestrian / bicycle crossings at all major and minor intersections to identify potential cost savings and schedule efficiencies.
Storm Water Maintenance, Repair, and Improvement GLFY2025-B
Work performed under this grouting and lining (GL) contract will consist of stormwater infrastructure maintenance, repair, and improvement projects within the city limits of Charlotte, NC. Work may be located entirely within or a combination of public right-of-way and private, residential, and commercial properties. Work includes but is not limited to the following: Grouting and lining of existing storm drainage pipe, structures or soil stabilization cleaning; maintenance/repair and installation of storm drainage pipe systems, storm drain manholes, inlets, and end treatments; channel grading, blockage/sediment removal and outfall/bank stabilization; water, and sewer relocations, installations, and adjustments, structural foundation protection and construction of sidewalks, curb and gutter, and asphalt and concrete paving associated with the specific Project Work Order (PWO).
All work will be issued in writing to the contractor via a Project Work Order. PWO’s issued through this contract may vary in size, effort, location, and monetary value. Projects could vary from $2,000 to $60,000 with project durations from 2 to 60 calendar days. These ranges are provided as a guide and are not intended to be construed as the minimum and maximum cost or duration. The Contractor will be required to furnish and maintain a minimum of 1 full-time crew to work continuously on this contract for the entire contract duration. Each crew that works must be capable of prosecuting the work listed in the Project Work Orders in accordance with section 108-1. The Contractor shall keep the city informed of their proposed work plan(s) and submit written reports of work accomplished on a frequency to be determined by the city.
The Contractor may be required to submit a written construction schedule to the city for their review and approval. Submitted Project Construction Schedules (PCS) shall be in accordance with City Standard Provision Periodic Payments. Written reports and supporting construction documentation (survey notes, certifications, tickets, tags, etc.) shall accompany all pay requests. All work shall be subject to inspection by the City and/or their representative at any time.