The Portland Cement Concrete (PCC) Slab Replacement Program will include the rehabilitation and replacement of various airfield PCC pavement slabs that will be identified by the Owner. The intent of this solicitation is to select a company to provide rehabilitation and replacements utilizing selected construction materials for specific projects at various locations on Airport property on an as needed, Task Order basis during the duration of the scheduled contract. The Scope of Services requires the contractor to furnish all supervision, labor, materials, machinery, tools, equipment, and services, and perform and complete all work in an efficient and workmanlike manner necessary to complete construction of the PCC Slab Replacement Program.

The City of Charlotte Aviation department is seeking bids for on-call General Contractor services.  Aviation Facilities Division maintains a portfolio of buildings, including the Main Terminal, offices, fire stations, over 100 tenant occupied building spaces, and equipment shops, which house many aspects of the Aviation Departments Operations. The intent of this solicitation is to select
multiple companies to provide General Contractor services for various Airport properties on an as needed basis.

This contract is for the continuous installation of large water and sewer services, as needed, for commercial or residential purposes with a diameter one and a half inches or larger. Customers apply for quotes for service connection and pay the applicable fees to get into the construction queue. This contract will help meet the demand for these kinds of service connections for the next two years.

This contract will provide installation services for small-diameter water and sewer service connections within the Charlotte Water service area. It will replace the existing FY24 Small Service Contract #2. The project ensures continued expansion and maintenance of service connections across the region.

This project includes safety improvements at 8 sites, focusing on low-cost, high-impact measures such as pedestrian crossings, accessible pedestrian signals (APS), leading pedestrian intervals (LPIs), and priority projects from a Safe Routes to School study.

This contract will provide installation services for small-diameter water and sewer service connections within the Charlotte Water service area. It will replace the existing FY24 Small Service Contract #1. The work will help meet growing service demands and maintain system reliability.

The Cargo 6 Logistics Relocation is an interior and roofing replacement of the existing Cargo 6 building located on Yorkmont Road. The interior renovation includes mechanical, electrical, plumbing, finishes, security, millwork, and restroom fixtures. In the warehouse, the renovation includes select door replacements, a dock leveler. The roof is to be replaced with a new single-ply membrane assembly and the existing rooftop unit (RTU) is to be replaced.

Phase II of the Perimeter Fence Upgrade project aims to enhance airfield security and safety by mitigating hazards posed by large terrestrial wildlife and preventing unauthorized access to the airfield. This phase includes the replacement of approximately 21,000 linear feet of perimeter fencing along Runway 18R/36L, as well as upgrades to select airfield gates. The project will increase the fence height from 6 feet to 10 feet and implement targeted gate modifications to align with FAA Cert Alert 16-03 and the Airport Security Plan (ASP).

This project is located in a parking lot behind the CLT Center located at 5601 Wilkinson Boulevard in Charlotte, NC.  The purpose of the project is to install new pipe to contain and drain runoff from the building to an existing storm drainage system at the rear of the parking lot.  The work involves installation of reinforced concrete pipe, storm drainage structures, asphalt surface, and re-striping the parking lot within the construction corridor.

This 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.

Interested? Learn more at our Industry Day Event on 11/17!

For additional information about the Draft RFP and to view the sign in sheet from the industry day, please see the links below.  Please note

• Sign-In Sheet (compressed to 2.5MB):

https://charlottenc.gov/files/sharedassets/city/v/1/growth-and-development/doing-business-with-the-city/documents/solicitations/city-procurement/general-services/bryantfarmsph2/bryant-farms-ext-pii-industry-day-sign-in-sheet-2025-11-17.pdf

• RFP (compressed to 28MB – due to large file size please allow additional time to load):

https:///files/sharedassets/city/v/1/growth-and-development/doing-business-with-the-city/documents/solicitations/city-procurement/general-services/bryantfarmsph2/rfq-bryant-farms-phase-2-2025-11-24.pdf

Please have all questions submitted by 5pm on Monday December 8, 2025 to Carlos Alzate (Carlos.Alzate@charlottenc.gov)

This project involves constructing a 15,000 SF prefabricated canopy to support manual baggage sortation operations between the existing T-Point Building and the ABR Breakroom Building. The scope also includes the addition of vehicular parking spaces and a modular guard booth.

This construction project is located near Eastway Drive and Shamrock Drive and involves addressing a deteriorated corrugated metal pipe system located within the Shamrock Gardens Apartment complex as well as flooding of multiple roadway crossings. An analysis of existing conditions will be performed to determine portions of the storm drainage system needing improvement, planning analysis of improvement alternatives, design and construction of needed improvements. The Shamrock Gardens Storm Drainage Improvement Project is bordered by Purser Drive to the north, Shamrock Drive to the south, Briar Creek to the east and Eastway Drive to the west.

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 located at Robert L. Smith Park which can be accessed by Little Rock Road and Starnes Road. An existing pond has a breached dam embankment. Project improvements include dam embankment, forebay, outlet structure, and spillway upgrades.

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 Gleneagles Project is primarily focused on replacing an existing CMP culvert near 3810 Gleneagles Road.  The existing culvert is 8.7’ high by 7.8’ wide and is being replaced with a 10’ wide and 7’ tall RCBC.  The culvert replacement is occurring to address aging infrastructure and to improve the reliability of infrastructure for the traveling public.  In support of this culvert replacement, we are dredging the downstream pond which is located on the Quail Hollow Country Club near the 15^th hole.  The dredging will remove sediment that has built up near the downstream end of the existing culvert and prevent sediment transport downstream which would negatively impact existing ponds and habitats.  In addition, we will be adding inlets and upgrading roadside drainage on Out-Of-Bounds Drive which has significant spread in larger storm events from road drainage.  The work on Out-Of-Bounds Drive will increase the safety of the traveling public using that roadway during rain events.

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.

Collective Storm Drainage Improvement Projects Series AG will involve 2 projects throughout the City of Charlotte, 1845 Pinewood Cr and 6009 Rexwood Pl.  1845 Pinewood Cr will consist of reinforced concrete pipe replacement and realignment, CIPP liner, storm drainage structure replacement, full depth asphalt, curb and gutter, concrete driveway, new sanitary sewer pipe and sanitary sewer structures, and new watermain.  6009 Rexwood Pl will consist of reinforced concrete pipe replacement and realignment, CIPP liner, storm drainage structure replacement, full depth asphalt, curb and gutter, and concrete driveway.

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.

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.

There is an existing wetlands system and stream adjacent to the Bruns Academy that are in need of improvements. The intent of this project is to reset an existing wetlands system to its original design and provide enhancement, where applicable. Wetland restoration efforts will include regrading, sodding and planting of vegetation,  installation of a new pedestrian bridge and retaining wall.  Additionally, stream improvements, such as regrading banks and adding riffles, are proposed. The proposed improvements will enhance the overall performance of the system for conveying and treating stormwater.

Widen Robinson Church Road from WT Harris Blvd. to the Plott Road/Highland Avenue intersection from two lanes to three lanes with intermittent islands. Amenities include: curb & gutter, shared-use path, planting strip, underground stormwater filers, accessible ramps, and mid-block crossings. Includes the construction of a roundabout.

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.

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.

This Storm Drainage Improvement Project will replace failing storm water infrastructure at 3144, 3200, and 3232 Freedom Drive.  Project will install over 1500 feet of new storm drainage pipe.

Project started due to surface depressions along roadway. City plans to remove and replace corrugated metal pipe with 83 linear feet (LF) of 8’ x 4’ reinforced concrete box culvert; remove and replace two headwalls; remove and replace 311 LF of 15″ reinforced concrete pipe (RCP); remove and replace 42 LF 24″ RCP; remove and replace 27 LF 18″ RCP; bank grading; and remove and replace 85 LF 10” ductile iron pipe of sewer.

This project consists of two culverts in series under Cedarbrook Drive and Denbur Drive. Both culvert crossings consist of triple barrel corrugated metal pipe systems. This is a project that was identified by the asset management team and both culvert crossings are actively failing, and preliminary calculations show that the culverts are also undersized.

This project consists of multiple isolated storm drainage improvements projects located throughout the City of Charlotte. Projects include storm drainage replacement and sewer relocations within the street right-of-way and private, residential properties.

This construction project is located just east of downtown along an unnamed tributary to Little Sugar Creek on Louise Ave. The purpose and need for the 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.

The 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 a collective package of 7 small Storm Drain Improvement projects that will be constructed under one contract.  This project package is under review and location and project details will be provided after review is complete.

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.

This project is bordered by Laurel Avenue to the north, Dotger Avenue to the south, Randolph Road to the east and Hempstead Place to the west.  The existing drainage system consists of closed pipe systems.  This drainage system is currently undersized and street flooding has been reported on Colville Road and building flooding has been reported on Cranbrook Lane.

Fixing non-compliant ramps and pedestrian signals at 2 signalized intersections. Curb ramp and sidewalk replacements at multiple unsignalized intersections. Mill & overlay and pavement marking work will be required. Traffic signal wiring/conduit work will be required.

The Newell Stream Restoration Project is located near WT Harris Boulevard (NC 24) and Old Concord Road along a network of tributaries to Toby Creek. Project improvements include restoring approximately 2,500 LF of degraded stream channel, floodplain, and riparian buffer.

This project consists of multiple isolated storm drainage improvements projects located throughout the City of Charlotte. Projects include storm drainage replacement and sewer relocations within the street right-of-way and private, residential properties.

The Craighead/Tryon Storm Drainage Improvement Project is bordered by Glory Street to the north, Little Sugar Creek to the south, Sugar Creek Road to the east and Craighead Road to the west. The existing drainage system consists of pipe system under city-maintained road, state-maintained road, and private property. The improvements include pipe system upgrades.

Collective Storm Drainage Improvement Projects Series AC will involve 3 projects throughout the City of Charlotte, 4213 Tipperary Pl, 2607 Vail Ave, 4600 Randolph Rd.  4213 Tipperary Pl will consist of a reinforced box culvert replacement as well as reinforced concrete pipe replacement and realignment, CIPP liner, storm drainage structure replacement, full depth asphalt, curb and gutter, concrete driveway, new sanitary sewer pipe and sanitary sewer structures, as well as sidewalk replacement all along Tipperary Place.  2607 Vail Ave will reroute water along Vaile Ave that will consist of new storm drainage pipe and structures as well as sanitary sewer line replacement, concrete driveway and curb replacement, as well as full depth asphalt replacement.  4600 Randolph Rd will consist of CIPP lining across Randolph Rd, a new reinforced concrete pipe alignment with structures, concrete curb, concrete driveway, full depth asphalt, and ditch work along commercial properties and an apartment complex.

This project includes significant improvements to the existing service water system at the Franklin Water Treatment Plant. The scope of work involves the replacement of existing pumps, piping, valves, and backflow devices within the service water system. Additionally, new flow meters will be installed on the Franklin Water Treatment Plant service water system, while existing flow meters on the filter effluent lines at the Lee S. Dukes Water Treatment Plant will also be replaced. These upgrades are expected to enhance the accuracy of flow measurements and improve the efficiency of the service water system.

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.

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.

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

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.

The Charlotte Area Transit System (CATS) anticipates soliciting for the repair of a damaged storm drain pipe along 4th Street in order to improve drainage at the Charlotte Transportation Center.

PSR # 1955

The Charlotte Area Transit System (CATS) development division anticipates contracting out the repair at six (6) parking decks:

1. JW Clay
2. University City Blvd
3. Sugar Creek
4. North Davidson
5. South Tryon
6. 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

The project consists of providing equipment, vehicles, machinery, implements, tools, supplies, incidentals, and skilled personnel to complete unspecified extensions, modifications, maintenance, and repairs to the existing water and
sewer system in the Charlotte Water service area.

The Ashe Plantation Lift Station project involves the design, bidding, and construction of a new lift station utilizing the existing wet well built during Phase I of the Ashe Plantation Wastewater Treatment Plant. The proposed system is a duplex lift station with a capacity of 320 gallons per minute, which will connect to an 8-inch forcemain. This new infrastructure will convey wastewater to the Goose Creek basin. As part of the project, the existing package treatment plant will be decommissioned.

This contract will provide services to improve reclaimed water pumping capacity at the Mallard facility. The improvements will enhance system efficiency and support increased demand for reclaimed water usage. Upgrades will include pump replacements and infrastructure modifications.

This contract covers the installation of a new gas and diesel fuel tank at the Sugar Creek facility. The project will support fleet fueling operations and ensure compliance with environmental regulations. Proper installation and containment measures will be included.

This contract will include the construction of street main extensions and various infrastructure projects. The contract will provide construction assistance for other capital projects as needed. It covers the entire Charlotte Water service area, ensuring water distribution system improvements.

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 the review is complete.

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

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.

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.

Moorland Dr is a double barrel culvert that is undersized. We are planning to upsize the culvert to a 12’x5’ box culvert

This contract includes the construction of multiple street main extensions and other miscellaneous infrastructure projects. It will provide construction assistance on an as-needed basis for other capital projects. The scope covers the entire Charlotte Water service area, ensuring water distribution system improvements where necessary.

Collective AJ will consist of 4 projects (2033 Teddington Dr, 435 Norwood Drive, 2316 Kilborne Dr, and 10513 Moss Mill Ln).

Project consists of removing a gabion wall and replacing it with a new segmental block wall.  Minimal stream impacts will be made only to install wall. Partial storm system in ROW will be removed and replaced with no outfall impacts.

This project involves installing a closed drainage system down both Briargrove Dr. and Milton Rd. to reroute runoff from an existing stream. The proposed closed drainage system ties back into the existing culvert under Colby Pl.

This contract will focus on the construction of street main extensions and other necessary infrastructure projects. It will also serve as an on-call contract for capital project construction support. The work will be performed throughout Charlotte Water’s service area, ensuring continued system reliability and expansion where needed.

The McAlpine Digesters Rehabilitation project focuses on restoring key components of the biosolids treatment facilities. This includes structural repairs and a new cover for the first digested sludge storage tank, along with installation of new sludge pumps, valves, and piping. The project also replaces an outdated programmable logic controller system and adds a new sludge line to separate gravity-fed and pumped flows. Additional improvements include a new dewatering well system for draining the storage tanks and structural evaluation and repairs to the second digested sludge storage tank.

This will be an Invitation to Bid for Charlotte Water. The project will involve the rehabilitation of biosolids treatment facilities at the McDowell Creek Water Resource Recovery Facility. Work will focus on existing digesters and may include structural repairs, floor regrouting, replacement of mechanical components, and upgrades to valves and associated piping. Electrical and instrumentation systems will be reconnected or replaced as needed to support restored operations. These improvements aim to enhance the performance, safety, and reliability of the digester systems and associated infrastructure.

This construction contract is designated for the replacement of aging water main infrastructure. The scope of work primarily targets water mains that have reached or exceeded their expected service life and are now contributing to operational challenges such as increased maintenance, reduced reliability, and potential service interruptions. Priority is given to pipeline segments 12 inches in diameter or smaller. This contract supports Charlotte Water’s long-term asset management strategy by improving system resilience, reducing unplanned outages, and enhancing overall water service reliability.

This project will deliver a new pumping station and pressurized pipe to convey wastewater flow from the City of Belmont to Charlotte Water’s (CLTWater) Stowe Regional Wastewater Reclamation Facility via CLTWater’s Paw Creek Pumping Station. This project will allow the existing Belmont Wastewater Treatment Plant to be decommissioned and eliminate the need for costly improvements at this facility. Due to separate funding sources, the project will be delivered via Design-Bid-Build delivery method through two phases of design and three separate construction contracts.

Project proposed to replace an existing culvert system under Harwyn Dr. with 2 – 3×5 box culverts, as well as a pipe cleaning effort through the triple 54” RCP culvert at downstream Eaves Ln.

This contract will be for the rehabilitation of the east equalization basin. Construction will require the removal and replacement of deteriorating joint materials. This project will also include high pressure crack injection repairs.

This project will deliver a new lift station and force main to convey wastewater flow from the City of Belmont to Charlotte Water’s Stowe Regional Wastewater Reclamation Facility via Charlotte Water’s Paw Creek Pump Station. This project will allow the existing Belmont Wastewater Treatment Plant to be decommissioned and eliminate the need for costly improvements at this facility. Due to separate funding sources, the project will be delivered via Design-Bid-Build delivery method through two phases of design and three separate construction contracts.

This contract includes the replacement of IPS knife gate valves at McDowell. The work will ensure continued reliability and functionality of the infrastructure. This involves installing functioning valves for operational control within the system.

This project includes the demolition and disposal of the existing Primary Clarifier No. 5 (PC No. 5) mechanism and associated components, followed by the installation of a new Owner-procured clarifier mechanism. Additional work at PC No. 5 includes structural repairs, replacement of exposed piping and valves, modifications to existing chemical feed dosing points, and upgrades to slide and sluice gate components. At the Influent Pump Station (IPS), the project involves replacing existing grit piping and stainless steel air piping. The IPS scope also includes the replacement of slide gate seals, actuators, and stems to ensure continued operational reliability.

This project involves the rehabilitation of approximately 7,000 linear feet of reinforced concrete pipe (RCP) sewer outfall. The sewer outfall is located just south of Highway 51, running parallel to McAlpine Creek. The work will improve the structural integrity and performance of the sewer system.

This contract covers on-call repairs for water and sewer systems throughout Charlotte Water’s collection and distribution areas. Work may include emergency mobilization for critical pipeline repairs and other maintenance activities. The contract ensures rapid response capabilities for unforeseen infrastructure issues.

This project involves the design and construction administration for the rehabilitation of five separate elevated water storage tanks. Each tank will undergo interior and exterior recoating to extend its service life and improve corrosion resistance. The scope also includes the replacement of outdated ladder systems to enhance safety and compliance. Miscellaneous piping repairs will be completed as needed to restore functionality and improve overall system performance. The project is managed to ensure coordination, quality control, and adherence to regulatory standards throughout design and construction.

This contract will be for the design and construction of a gravity outfall sewer along the Rocky River. This project will consist of approximately 3,600 linear feet of 15-inch and 2,400 linear feet of 12-inch gravity sanitary sewer piping. This outfall is tributary to the existing Rocky River outfall in Cabarrus County and Water and Sewer Authority of Cabarrus County (WSACC) Rocky River Regional Wastewater Treatment Plant.

This opportunity was archived earlier.

This contract is for the rehabilitation of manholes, repair of sewer system defects and service laterals, installation of new sewers and manholes to replace existing, installation of cured-in-place pipe lining, pipe bursting, other miscellaneous manhole rehabilitation work, and all preparatory work such as sewer cleaning and television inspection.

Construction Package 1 includes mechanical, electrical, instrumentation, and structural rehabilitation of Digested Sludge Storage Tanks 1 and 2 and their Control Building. The project aims to improve the reliability and performance of biosolids treatment processes. These upgrades will ensure continued compliance with regulatory requirements and operational efficiency.

The project includes mechanical, electrical, instrumentation, and structural rehabilitation of preliminary and primary treatment facilities at the McAlpine Creek WWMF. The facilities generally include Screenings Removal, Primary Clarifiers, Gravity Thickeners, Flow Equalization Storage, Flow Equalization Pumping, and Chemical Storage. These improvements will enhance operational reliability and efficiency.

Improvements on Harrisburg Road between Winterwood Place and Sam Dee Road to create a more pedestrian-oriented corridor. Improvements will primarily include shared use path, drainage, curb and gutter, and milling and overlay of asphalt.

Improvements on Harrisburg Road between Ponderosa Pine Lane and Colwick Hill Road, including a pedestrian hybrid beacon in between Denbur Drive and Cedarbrook Drive to create a more pedestrian-oriented corridor. Improvements will primarily include shared use path, sidewalk, drainage, mid-block pedestrian crossing, curb and gutter, and milling and overlay of asphalt.

Improvements on Harrisburg Rd starting near Robinson Church Road and extending to Timbertop Lane to create a more pedestrian-oriented corridor. Improvements will primarily include shared use path, drainage, curb and gutter, and milling and overlay of asphalt.

An extension of McCullough Drive, from it’s current terminus east
of southeast of North Tryon Street, to the disconnected terminus
southwest of W.T. Harris Blvd. It is already designed and real
estate acquired. This is necessary for splitting this project apart
from the McCullough Streetscape Project. Length = 0.272 miles

This project involves analysis of existing conditions to determine portions of the storm drainage system needing improvement, planning analysis of improvement alternatives, and design and construction of needed improvements.

The Blackmon Street Storm Drainage Improvement Project is bordered by Sampson Street to the north, Hoskins Road to the south, Ridgeley Drive to the east, and Sampson Street.

The need for this project was identified through citizen reported drainage requests including road flooding and complaints of finished floor (structure) flooding.

The purpose of the project will be to improve the storm drainage infrastructure to reduce flooding of streets and structures.

Collective Storm Drainage Improvement Projects Series AJ will involve 6 projects throughout the City of Charlotte, 1614 Lombardy Circle, 2033 Teddington Drive, 2316 Kilborne Drive, 10513 Moss Mill Lane, 435 Norwood Drive, and 5447 Kerry Glen Lane. These projects will consist of reinforced concrete pipe replacement and realignment. The project pipe will consist of a range of different sizes from 15 inch to 36 inch as well as some elliptical pipe.  These projects will also consist of CIPP liner, storm drainage structure replacement, non-standard endwalls, full depth asphalt, curb and gutter, concrete driveway, foundation assessment, foundation protection, boulder toe, soil lifts, and watermain replacement.

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.

This project will deliver a new lift station and force main to convey wastewater flow from the City of Belmont to Charlotte Water’s (CLTWater) Stowe Regional WWRF via CLTWater’s Paw Creek Pump Station. This project will allow the existing Belmont Wastewater Treatment Plant to be decommissioned and eliminate the need for costly improvements at This facility. Due to separate funding sources, the project will be delivered via Design-Bid-Build delivery method through two phases of Design and three separate construction contracts.

The Charlotte Area Transit System (CATS) Development division anticipates contracting out drainage improvements at the South Boulevard grade crossing near the Freeland intersection.

PSR # 1942

The Charlotte Area Transit System (CATS) Development division anticipates contracting out repairs to spalling on the east face of the pedestrian platform at Archdale Station.  Repairs will involve cutting and removing damaged concrete sections using wall sawing and core drilling methods. Carolina Cutting and Coring, the contractor for this work, will perform preparatory drilling, concrete removal, and site cleanup to restore the platform’s integrity.

PSR # 1940

Char-Meck Gov’t Center is identified in the City-wide ADA Transition Plan for Program Implementation. Project scope includes removing physical barriers identified in the ADA Transition Plan in conformance with code as applicable. Project Delivery for Phase 2 is Construction Manager at Risk (CMaR).  Vendors will be encouraged to look for contractor pre-qualification notices from our CMaR, JE Dunn Construction Company in 2026.  Scope includes Plaza Deck, 1st Floor Lobby, Mezz Level, Highrise and the adjacent parking deck.

This Project aims to modify and relocate existing equipment, replace tables, add an experiential element, and extend tenant services at the Charlotte Douglas International Airport. The modifications of the existing equipment will accommodate a dual-use system at each Gate Counter including the electrical and data infrastructure leading up to the network. There will be a Flight Information Display System” that will need to be relocated in the connecting corridor which includes structural attachments to the building and repairs to the existing Terrazzo. Work hours between 2300 – 0500 EST to prevent disruption to Airport Operations.  This project will require 100% badging for all workers.

The purpose of this project is to improve traffic flow on North Tryon Street by extending the left turn lane. This project will include lane widening, drainage and pavement markings.

The Matheson to Craighead segment of the Cross Charlotte Trail will implement a 14-foot shared use path beginning at E 36th Street. The path will continue down Cullman Ave and board walk up into a pedestrian bridge spanning the Norfolk Southern Railroad tracks utilizing a prefabricated structure within railroad right of way. The structure will then connect to the existing trail built by Brand Properties within the Kaleido Noda apartment complex.

July 2025 Update: This project will not go out for public bid; it is now being designed and constructed through a reimbursement agreement with a private developer. 

Firehouse 44 will be an integral asset to support Charlotte Fire Department’s efficient response to emergencies in the community; providing a location within the newly developed River District community and expanding their response area in this newly incorporated region of Charlotte. This 14,600 SF, two-story, 3-bay facility will be the first mass timber firehouse in the Southeast US and will meet Living Future’s (LF) Zero Carbon certification for total project embodied carbon. The project will comply with Charlotte’s Sustainable Facilities Policy and fully support the sophisticated and time-sensitive operations of the Fire Department.

The Charlotte Area Transit System (CATS) anticipates contracting out the following work:

The CTC Fare Zone Striping project is a part off safety and security improvements at the Charlotte Transportation Center that will include the installation of the following approximate quantities of heated-in-place thermoplastic markings:
-950 linear feet of customized 2′-wide blue striping labeled with “FARE ZONE”;
-470 linear feet of pedestrian crosswalk (8 separate crosswalks); and
-920 linear feet of safety yellow striping for 23 bus bays.
Other additional work includes the installation of 31 yellow truncated domes, removal of existing crosswalk striping, and providing 121 linear feet of additional blue “FARE ZONE” striping to be turned over to CATS.

Heat-in-place thermoplastic will be installed per NCDOT specifications. The crosswalk and truncated dome will match the City of Charlotte Land Development Standards.

PSR # 1917

This project will address the non-conforming, physical ADA barriers to the greatest extent feasible and where applicable under code provisions. Phase 2 includes the Charlotte-Mecklenburg Government Center and adjacent Parking Garage.  Scope areas include Exterior Plaza, Entrance Lobby, 2nd Floor Mezzanine and the 15-story Highrise. Specific scope includes, but is not limited to, Partitions, Doors and Door Hardware, Ramps, Millwork, Restrooms, Controlled Access, Obstructions, Plaza Deck and Accessible Routes. The project delivery method is Construction Manager at Risk (CMAR).  The CMAR will commence with CBI outreach ~3rd qtr 2025 and trade partner pre-qualification ~4th qtr 2025.

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 consists of intersection improvements at Remount Rd and West Blvd including sidewalks, curb and gutter, decorative concrete surface treatments, bus shelters with amenities, pedestrian-scale lighting, crosswalks, curb ramps, pedestrian crossing signalization, and landscaping.

This project will replace the bridge on Morris Field Drive between Wilkinson Boulevard and Golf Acres Drive, over the Norfolk Southern Railroad.

Work performed under this contract will consist of storm water infrastructure repair and improvement projects within the city limits of Charlotte, NC.  Work will involve mobilization, earthwork, drainage structures, storm drain pipe systems, and channels. Work could also include working over, under, near, and around existing private utilities, asphalt paving, concrete flatwork, landscaping and any associated work required by the Engineer.  Other work may include structural foundation protection, storm water pipe lining, storm water pipe joint and structure repair, water and sewer (relocations, installations and adjustments).  Storm Water maintenance work may be located entirely within the street right-of-way or within storm drainage easements.

Project limits are from Beckwith Place to Flamingo Ave (0.9 miles). Project includes new turn lanes, sidewalks, painted buffered bike lanes, two roundabouts, wheelchair ramps, ped medians, driveways, curb and gutter, storm drainage, street trees, public art and pedestrian crossings.

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 Charlotte Area Transit System (CATS) anticipates contracting out the construction of the Hambright Park & Ride.  The proposed Hambright Park and Ride will be an approximately 460 parking space mobility hub to provide rapid transit services to the Town of Huntersville, NC and surrounding areas by utilizing the newly constructed express lane direct connect. The project will also include a new public street to access the site, driver comfort station (driver restroom facilities), internal pedestrian circulation, provisions for a mobility hub for micro-mobility options and/or shared ride services, site security and surveillance, and sustainability components.

PSR # 1883

The Charlotte Area Transit System (CATS) anticipates contracting out the repair of the Little Sugar Creek Bridge scour.

PSR # 1843

The project will include construction up-fits at the North Yard Facility with intentions of utilizing the area as storage for CATS. The storage yard, also known as the North Yard Annex, will be a secured and monitored area with access control, security lighting, CCTV cameras, fencing, and power supply capable of providing climate control measures to material as needed.

PSR # 1840

Repair track 1 ballast wall just north of JW Clay Station.

PSR # 1835

Charlotte Douglas International Airport (“CLT”) intends to issue an Invitation to Bid (“ITB”) for the rehabilitation construction of Runway 18L/36R and Taxiway D.  The scope of this work will include but is not limited to asphalt milling, paving, airfield electrical work, and pavement makings.

Project limits are from just south of Evergreen Cemetery Dr to about 400’ south of Central Ave at Kilborne Dr on Norland Rd (0.43 miles). The project includes a shared-use path on one side of the street, storm drainage, water line work, and 2 Rectangular Rapid Flashing Beacons (RRFBs).

This project will construct a shared-use path along the east side of Mallard Creek Road from Governor Hunt Road to Driwood Court. Specific improvements will also include construction of a plant strip, curb and cutter, accessible ramps, driveways, and potential storm drainage improvements. The purpose of this project is to improve pedestrian safety, mobility, and connectivity along Mallard Creek Road. Project Length = 0.4 miles.

A 12’ wide shared-use path will be installed along WT Harris Blvd, from JW Clay Blvd to N Tryon St. This includes pedestrian ramps, storm drain services, and new pavement markings in addition to the shared-use path.  Project Length = 0.33 miles.

This project will construct a shared-use path along the west side of Old Concord Road from Meadow Vista Road to Arlyn Circle. Construction of driveway improvements and wheelchair ramps are included in this scope. The construction of the shared-use path will help to improve safety and walking conditions for citizens along this minor thoroughfare. This project will also connect several miles of pedestrian walkways within this area. Old Concord Road Shared-Use Path is considered a high priority project based on CDOT’s sidewalk Priority list and was requested by the residents and business owners in the area. Improvements for Charlotte Water are also included in the project scope. Project Length= .85 miles.

This project will connect sidewalk along Kuykendall Road from
Thorn Blade Drive to McKee Road, and add a right-turn lane from
Kuykendall Road on to McKee Road in order to to increase
pedestrian safety and help alleviate traffic congestion at the
intersection. Project will also fill in small sidewalk gap on the south
side of McKee Rd at Kuykendall Rd and add pedestrian signals with
crosswalk at this intersection. Project length = approximately 0.75
miles.

This is a contract to install pavement markings on a list of city streets. The work includes, Thermoplastic, Polyurea, and Cold Applied Plastic markings.

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.

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 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.

This construction will improve site conditions at the Zone 3 Field Operation facility. Construction work will include stormwater settling basins, stormwater conveyance, and various site improvements. The design is already complete.

The Charlotte-Mecklenburg Government Center (CMGC) and the adjacent parking garage have been identified in the City-wide ADA Transition Plan for Program Implementation (Program).

The CMGC facility is an existing 14-story, nominally 440,000 square foot building, located at 600 East 4^th Street (parcel ID 12502601) and houses several City & County Departments. The adjacent CMGC Parking Garage (parcel 12502501) is a 5-story concrete deck.

Phase II of this ADA Implementation includes all public and non-public facing spaces of the facilities (with the exception of the Council Chambers) and will resolve the physical, non-conforming ADA barriers identified in the ADA Transition Plan, or as required to meet the City of Charlotte ADA Design Guidelines and the 2010 ADA Standards for Accessible Design.

The CMGC is required to stay open to the public and staff during all phases of the project. Active coordination with tenants, facilities staff, and stakeholders will be critical for the successful completion of this project.

The purpose of the CMPD Animal Care and Control, Phase 3 Expansion project is primarily to provide additional kennels for dogs and reduce the increasing rate of euthanasia.  Secondly, to provide additional space for other animals and improve the efficiencies of operations for the facility.  The expansion of the facility will possibly be located at 2700 Toomey Avenue and the parcel is currently 4.67 acres. This is the old location for the Animal Humane Society.  We are currently in the advanced planning phase to acquire a schematic design to confirm the estimated construction cost.

The Construction delivery system will be Progressive Design Build. It is also anticipated that the city will acquire an Owner’s Advisor to assist with procurement and additional services during design and construction.

A new infill firehouse will be designed and constructed at 4032 Miranda Road to alleviate high call volumes and meet response time standards in the area. The firehouse will reflect the design of Firehouse #45, a 3-bay, 2-story firehouse programmed for approximately 14,600 square feet. The proposed facility will be located at the corner of Beatties Ford Road. Parcel #03741123 is approximately 6.54 acres. This location and site selection meets the City of Charlotte Policy for Sustainable City Facilities and Charlotte Fire Department Facilities Master Plan.

In June 2018, the Sustainable and Resilient Charlotte by 2050 Resolution was unanimously passed by City Council. This resolution set aggressive and aspirational municipal and community-wide greenhouse gas emissions reduction goals for the City of Charlotte. Specifically, it strives to have City fleet and facilities be fueled by 100% zero-carbon sources by 2030. The CDOT Sweden Rd facility currently contains many fleet vehicles and buses that are run on gasoline. In order to meet the 2030 target, the City has begun and will continue purchasing Electric Vehicles (EV’s) and equip the CDOT Sweden Rd Facility with EV Chargers.

In June 2018, the Sustainable and Resilient Charlotte by 2050 Resolution was unanimously passed by City Council. This resolution set aggressive and aspirational municipal and community-wide greenhouse gas emissions reduction goals for the City of Charlotte. Specifically, it strives to have City fleet and facilities be fueled by 100% zero-carbon sources by 2030. The Solid Waste facility currently contains many refuse collection vehicles that are run on gasoline. In order to meet the 2030 target, The City has begun and will continue purchasing Electric Vehicles (EV’s) and equip the Solid Waste facility with EV Chargers for refuse collection vehicles.

The purpose of this project is to increase capacity along Rea Road. Capacity will be increased by utilizing the right turn lane drops and median to develop an additional NB and SB through lane along Rea Road between the I-485 ramps and Williams Pond Lane. This project will also result in increased turn lane capacity and intersection improvements at Piper Station Drive and Ballantyne Commons Parkway. Pedestrian safety and mobility will be improved by providing sidewalks on both sides of Rea Road. Other specific improvements include: curb and gutter, accessible ramps, and driveways.

A new infill firehouse will be designed and constructed at 4032 Miranda Road to alleviate high call volumes and meet response time standards in the area. The firehouse will reflect the design of Firehouse #45, a 3-bay, 2-story firehouse programmed for approximately 14,600 square feet. The proposed facility will be located at the corner of Beatties Ford Road. Parcel #03741123 is approximately 6.54 acres. This location and site selection meets the City of Charlotte Policy for Sustainable City Facilities and Charlotte Fire Department Facilities Master Plan.

Wharton-Smith has been awarded CMAR services and is working on prequalifying subcontractors for the project.

This project will install single‐mode fiber optic cable installed in new directionally bored, hand dug and trenched conduit, existing conduit and aerial attachments to poles. It will remove existing copper communication cables. This project includes entrances and interconnect equipment for existing traffic signal control cabinets and the installation of traffic management cameras. This project also includes fiber optic cable splicing, testing, Ethernet communications equipment, traffic management camera equipment and other related activities.

The purpose of this project is to provide safer pedestrian conditions along Monroe Road from Eaton Road to McCullen Way. Currently, there are two active city projects in the vicinity of this project. This MUP will fill a key gap between these two projects, providing a safer and more connected route for pedestrians and cyclists.

This project will widen the two-lane road to a four-lane median-divided road with multi-use paths between Steele Creek Road and Whitehall Park Drive, and a multi-use path north along Sandy Porter Road to the subdivision at Williams Glenn Road.

This Project will install 270 LF of proposed 12′ wide multi-use-path, curb ramps, crosswalks across NC 49, Pedestrian concrete island, milling/resurfacing, storm drainage and pedestrian hybrid beacon with mast arms near the intersection of University Blvd and Mark Twain Road. This project will also install pedestrian crossings, wheelchair ramps, traffic signals milling/resurfacing and storm drainage system at the intersection of University City Blvd and Suther Rd.91347

This project will install a 6′ concrete sidewalk, 8′ planting strip, concrete curb ramps, Pedestrian Refuge Island, concrete driveways, 2′-6″ concrete curb and gutter, storm drainage systems, and street trees along Margaret Wallace Road from Summerfield Ridge Lane to Marshbrooke Road. The project length is 1,900 LF/0.40 miles.

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.

The DeArmon Road Improvements Project is part of the City of Charlotte’s Prosperity Village Comprehensive Neighborhood Improvement Program.  The project will complete the infrastructure needs in the neighborhood by providing buffered bicycle lanes, median/turning lane, storm drainage, curb & gutter, sidewalk and a greenway passage beneath DeArmon Road for the future extension of Clark’s Creek Greenway.

The project proposes to widen Prosperity Church Rd approximately 0.3 mi between Old Ridge Rd and Benfield Rd to provide curb and gutter, sidewalk, storm drainage, bicycle lanes, and on-street parking, as well as a roundabout at Prosperity Church Rd and Prosperity Ridge Rd.

This traffic signal contract will provide resources to install and maintain traffic signals and support infrastructure citywide.

The pavement markings and line removal will be performed on roadways that are maintained by the City of Charlotte and by the North Carolina Department of Transportation (NCDOT). This is a task order-based contract for on-call services. The services will be established via task orders which include the following: Mobilization, Pavement Markings, Thermoplastic Pavement Markings, Thermoplastic Line Removal, and Traffic Control.

This project is located on Sharon Road at Eastburn Road. The project proposes a curve realignment adding a left-turn lane from Sharon Road on to Eastburn Road and removing the superelevation.

This project will improve the Idlewild Road and Monroe Road intersection to enhance conditions for all users. Improvements will include pavement widening to accommodate dual left turn lanes at all intersection approaches, bike lanes or multi-use paths, pedestrian refuge islands, and new sidewalks.

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.

This project is bordered by Highway I-85 to the north, Cinderella Road to the south, Echo Glen Road to the east, and West Sugar Creek 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, scoring 73 of 100.  The ranking protocol identifies 18 structures that experience flooding in the 100-year storm event and 7 roads that experience transverse overtopping events that do not meet current standards.  The entire neighborhood has received a patchwork of repairs over the years and a holistic project is needed to cost beneficially address the drainage system issues.

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 construction project is located near The Plaza and Shamrock Drive and has been identified to address flooding, erosion, and pipe failure in the project area.

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 storm drainage improvement project is for the area in and around Hill Street.  The construction project boundaries are Tryon Street to the southeast, Trade Street to the northeast, South Cedar Street and West 1st Street to the north, and Palmer Street to the southwest. The project includes storm drainage improvements that reduce house and street flooding or will repair failing infrastructure.

The 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 the review is complete.

The 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 the review is complete.

The 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 the review is complete.

Work performed under this contract will consist of storm water infrastructure repair and improvement projects within the city limits of Charlotte, NC.  Work will involve mobilization, earthwork, drainage structures, storm drain pipe systems, and channels. Work will also include working over, under, near, and around existing private utilities, asphalt paving, concrete flatwork, landscaping and any associated work required by the Engineer.  Other work may include structural foundation protection, storm water pipe lining, storm water pipe joint and structure repair, water and sewer (relocations, installations and adjustments).  Storm Water maintenance work may be located entirely within the street right-of-way or within storm drainage easements.

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 the review is complete.

This project consists of multiple isolated storm drainage improvements projects located throughout the City of Charlotte. Projects include storm drainage improvements and replacement and repair of existing storm drainage system facilities within the street right-of-way and private, residential properties.

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 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. The project area is bordered by Ashton Drive to the north, Sharon Road to the south and east, and Park Road to the west. The existing drainage system consists of open channel and closed concrete and metal pipe systems.

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 the review is complete.

This project involves repairing bridge structures in various locations within the city limits. This work shall consist of furnishing all labor, equipment, and materials to repair noted structures. Work includes but not limited to: concrete pavement repairs, asphalt surface sealing / repair / replacement, debris removal, soil / erosion repairs, bridge substructure / superstructure repairs, expansion joint repair / replacement, barrier rail repairs, guardrail repairs, cleaning and painting bridge structures, sealing concrete wearing surface, culvert repairs, and repairs as deemed necessary by the engineer; removing, containment and disposal of existing materials; seeding and mulching all grassed areas disturbed; all incidental items necessary to complete the project as specified and shown on the Bridge Structures Repair Details and Drawings.

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 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 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 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. The project area is located in the overall Sunnyvale Storm Drainage Improvement Project (SDIP) area. The scope of work for the Tyndale Avenue project includes replacing a corrugated metal pipe between Tyndale Avenue and Chandworth Road. Replacement of the system is needed to address reported house flooding in the immediate area. The upgrade to the system also allows for the construction of the upstream improvements currently in design from the Storm Water’s queue that will address seven requests for service of failing infrastructure and flooding requests. Approximately 500 linear feet of 48-inch to 66-inch corrugated pipe will need to be replaced to address the undersized and deteriorating system in the Severn Avenue project area.

This project will improve the Idlewild Road and Monroe Road intersection to enhance conditions for all users. Improvements will include pavement widening to accommodate dual left turn lanes at all intersection approaches, bike lanes or multi-use paths, pedestrian refuge islands, and new sidewalks.