The McDaniel Ln 6028 project consists of removing and replacing an existing storm drainage network in the Charlotte Hills Mobile Home Park. It currently has a preliminary estimate of 1.2million dollars.

Rhodes SDIP is a minor bid project that was created to address the service request at 3738 Rhodes and is located on the City project dashboard.

The Shade Valley Pond Repairs project was initiated in order to relieve the City of significant efforts and costs of ongoing pond maintenance.  Proposed improvements to the pond are intended to address nuisance vegetation, increase storage capacity, address geese issues, and enhance the overall aesthetics of the pond.  Goals are to restore pond to “below normal pool” volumes via dredging of forebay and main pool to increase water quality function and remove available nutrients contributing to duckweed and algal blooms.  The entirety of the pond and littoral shelf will be replanted with wetland plantings and trees to enhance aesthetics and decrease attractiveness of pond to geese. Geese preventative measures are proposed to establish plantings.

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.

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.

This contract is for GUARDRAIL INSTALLATION & REPAIRS ON VARIOUS ROADS, AS NEEDED, UPON REQUEST IN THE CITY OF CHARLOTTE.  The Engineer and or designee will designate maintenance and repair of guardrail at various locations in the city.  The maintenance and repair of guardrail throughout the city will vary on the amount of existing or damaged guardrail on each route and should take this into consideration when submitting the bid. During maintenance and/or repair of damaged sections of guardrail, the contractor shall replace all needed components of guardrail as directed by the Engineer and stabilize existing guardrail and appurtenances at the site. All work and materials shall be in accordance with the provisions of the General Guidelines of this contract, the Project Special Provisions, the North Carolina Department of Transportation Standard Specifications for Roads and Structures, January 2024, the North Carolina Department of Transportation Roadway Standard Drawings, January 2024, and the current edition of the Manual of Uniform Traffic Control Devices (MUTCD).

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.

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.

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.

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.