/ Opportunities

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.

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.

Dredging of pond forebay, addition of stormwater pipe, and replacement of existing box culverts to address forebay erosion issues at the site.

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.

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 bordered by West Boulevard to the north, Farmer Street the south, Clanton Road to the east and Ross Avenue to the west. The drainage system consists of closed corrugated metal pipe systems underneath City maintained roads. Approximately 3,200 linear feet of 60-inch deteriorated corrugated metal pipe will need to be replaced.

Collective Storm Drainage Improvement Projects Series AE will involve 3 projects throughout the City of Charlotte, 3880 Jeff Adams Dr, 4440 Holbrook Dr, 4611 Denver Av Phase 2.

3880 Jeff Adams Dr will consist of lining approx. 562 LF 54″ CMP with CIPP. Also to include lining 12″ and 15″ systems that tie into main 54” system. We will also be doing invert repair in 54″ pipe where it has eroded. This project will need traffic control along Jeff Adams during construction and foundation protection on the permanent structure located on site. MH and DI adjustments are included in this scope along with asphalt resurfacing around them.

4440 Holbrook Dr scope will include installation of approx. 165LF 30″ RCP; 65LF 36″ RCP; 110LF 29×45 Elliptical pipe; 11LF 24″ RCP; 12LF 18″ RCP; 28LF 15″ RCP. Approx 200 LF of 30” RCP and 15” RCP will be removed and another approx. 200LF of RCP is to be plugged and abandoned. Scope also intends to replace approx. 105LF of sewer with 8” DIP and replace (2) sewer manholes. Storm drainage structure replacement, foundation protection, asphalt resurfacing and curb and gutter replacement to also be included.

4611 Denver Av Phase 2 scope will include removal of approx. 75 LF of duel 60” CMP and installation of 65LF of a 10×5 RCBC. Project to include approx. 314 LF of sewer replacement and (6) MHs. Scope also to include conc headwalls and full depth pavement resurfacing.

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 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.

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.

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.

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 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 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.

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 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.

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 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.

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.

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 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 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. 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 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.

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.

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 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 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.

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.

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.

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 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 Airfield Maintenance Department of the Facilities Division of CLT maintains hard surface areas of CLT’s airfield, and other areas as-needed. The intent of this solicitation is to select a company to provide repairs utilizing selected construction materials for specific projects at various locations on airport property on an as needed 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 Spall Repair Program.

The Project includes the renovation of the existing Concourses D & E Connector (DECO) and a building addition, totaling approximately 160,000 SF which includes:

• Providing a service area at the Ramp Level to accommodate operational needs per the project program including freight, service and passenger elevators, concessions and club loading docks, and airport storage while maintaining current traffic patterns.
• Repositioning and increasing the area of the major passenger circulation route of the D/E connector from the Atrium to the end of the moving walkways at the approach of Concourse D.
• Relocating the existing airline club space from the Departures Level to a new Mezzanine Level location providing approximately 40,000sf for the new club.
• Providing a new passenger destination and experience at the Departures Level approximately 51,000sf of new concessions and office space.
• Providing a new Roof Level mechanical penthouse of approximately 9,000sf.
• Relocating and upgrading utilities and jet fuel system impacted by the project.
• Coordinating with the Terminal Life Safety project for egress, fire sprinklers, and voice evacuation
• Accommodating the Terminal Operations, requiring coordination of Construction Activities as a 2^nd priority to Passenger, Airline, Concession and Facility Operations.
  • Providing new signage and wayfinding, aligning with current CLT standards.
  • Providing a right of way for a future sterile corridor passing through the DECO project extents. Access to each end of the corridor will be provided under a separate project.

It is anticipated that the project will follow the City of Charlotte sustainability requirements and will be pursuing a Green Globes Certification.  It is anticipated that a Construction Manager will participate in Green Globe Project Survey and provide services required to achieve the Construction Activity Participation.

The scope of this project is to connect one 2000-ton chiller (owner furnished and set on equipment pad) and corresponding mechanical equipment to the CEP. The addition of the chiller will also include the installation of one 2000-ton rooftop cooling tower, one chilled water pump, removal of existing filtration systems, new side filtration skids, and one condenser water pump. Existing structure and piping will be extended as needed to accommodate the installation of the listed equipment.

The scope of this project is to replace AHU-6 and AHU-49 with new AHUs. New controls, ductwork, associated VAV’s and piping will be installed as part of a complete unit replacement. Each AHU replacement will require a detailed construction phasing process to ensure limited system downtime. Temporary AHUs will be installed as needed during the equipment replacement.

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.

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

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.

A construction contract to repairs roadways and their appurtenances related  to water and sewer infrastructure. In addition, minor work could be related to other existing water sewer infrastructure. The scope will also include some concrete and asphalt work within Charlotte Water.

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.

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 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.

This will be an Invitation to Bid for Charlotte Water. This project will involve the rehabilitation of Biosolids Treatment Facilities. Facilities generally include digesters, digester control buildings, biogas conditioning facilities, digested sludge storage tanks, and dewatering buildings.

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.

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.

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).

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.

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

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.

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.

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.

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 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.

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.

This project consists of the sanitary sewer rehabilitation of approximately 4,700 LF of sewer outfall with cured-in-place lining. This project will extend along the Paw Creek outfall. A 112 LF, 24-inch diversion sewer will also be constructed under Briar Creek along with a 118 LF, 8-inch LF collector sewer. All work will occur within Charlotte Water’s existing easement. A small portion of work on a county parcel.

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.

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.

As part of the Fourth Parallel Runway Program at CLT, this construction package will include the new West Parallel Taxiway and its connector taxiways.  The project includes erosion and sedimentation control, grading, drainage, airfield concrete and asphalt paving, fencing marking, and airfield lighting/signage.

To support CLT’s Fourth Parallel Runway Program, this project will also include the installation of Navigational Aids (NAVAIDs) for the new Fourth Parallel Runway. To support the new Runway 1C-19C, the project requires construction of glide slope, localizer, approach lighting systems, and all associated support structures, access roads, and infrastructure.  The general scope of this bid package includes demolition, erosion and sedimentation control, grading, drainage, airfield electrical, vehicle service roads, and utilities.

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

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.

Improvements on Monroe Road between North Wendover Road and Eaton Road to create a more pedestrian-oriented corridor and install a pedestrian hybrid beacon in front of Time Out Youth Center.  Improvements will primarily include shared-use paths, drainage, and midblock pedestrian crossings.

Limits are from Woodland Dr. to just south of Havenwood Rd. / Kilborne Dr. intersection (.87 miles). The project includes a new urban greenspace named Potter Place (including public art), separated bike lanes, protected intersection improvements at Central Ave., wayfinding, storm drainage, street trees, and pedestrian medians.

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.

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 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 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.

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.

Add a small addition onto concourse E of approximately 4,350-7,150sf for offices.  Base bid will be a 4,350sf addition with 2ea add alternates to add a 1,400sf bay/ea alternate for a potential maximum of 7,150sf.  This area to be shell space, divided into 2 separate tenant spaces.  Divider wall will be designed and installed to separate the two separate tenant spaces.  Location of proposed addition is on the west side of concourse E between the employee turnstile and aircraft envelope E4.

Install decorative crosswalks (interconnected preformed thermoplastic), milling and resurfacing, and pavement markings.

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.

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 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.

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.

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

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.

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.

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.

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

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 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 project will construct a new Aircraft Rescue and Firefighting Facility (ARFF) at Charlotte Douglas International Airport.  The facility will be constructed in a green field site within the airfield.  The general scope of the project includes site preparation (grading and drainage), building construction, HVAC, plumbing, asphalt parking lot and roadway paving, electrical, and associated utilities.

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.

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 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 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.

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 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.

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.

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.

Provides for the rehabilitation of 10 to 12 sanitary sewer lift stations. Modernization of electrical and controls, installation of flow measurement equipment and miscellaneous safety and security upgrades as deemed needed on a per site basis.

This contract will consist of an undetermined number of individual projects consisting of water and/or sewer replacements, water and/or sewer extensions, and water distribution system reliability improvement projects, which will be assigned by the Project Engineer.

As part of the airfield master plan effort to repair runway and taxiway asphalt shoulders asphalt crack seal and replacement is needed to meet Part-139 FAA requirements. This project will re-construct and repair asphalt shoulders for Runway 18R/36L, Runway 18C/36C, Taxiway’s Echo, Whiskey, and Charlie.
The project includes erosion and sedimentation control, airfield asphalt paving and repair which meet FAA circular requirements.

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.

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.

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.

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 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.