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, channels, working over, under, near, and around existing private utilities asphalt paving, concrete flatwork, and 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.
Hidden Valley Firehouse #45
Design and construct a new 2-story, 3-bay firehouse at 14,626 square feet, to be located at 5800 North Tryon Street. This facility will be a new infill firehouse that will alleviate high call volume for surrounding firehouses. A new firehouse must be built when a new “point of dispatch” is required in order to meet response time standards. The proposed facility will be located on a 2.03-acre parcel that facilitates the redevelopment of abandoned/underutilized sites and vacant sites. This location and site selection shall meet the City of Charlotte Policy for Sustainable City Facilities and Charlotte Fire Department Facilities Master Plan.
This project will pursue LEED certification. The site will incorporate solar panels and a geothermal well system with water source heat pumps.
Storm Water Repair and Improvement FY 2022-E
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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, channels, working over, under, near, and around existing private utilities asphalt paving, concrete flatwork, and 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. |
Storm Water Repair and Improvement FY 2022-F
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Work performed under this contract will consist of stormwater infrastructure repair and improvement projects within the city limits of Charlotte, NC. Work will involve mobilization, earthwork, drainage structures, storm drain pipe systems, channels, working over, under, near, and around existing private utilities asphalt paving, concrete flatwork, and landscaping, and any associated work required by the Engineer. Other work may include structural foundation protection, stormwater pipe lining, stormwater 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 |
Clarke Creek Pumping Station and Forcemain Progressive Design Build Project
Charlotte Water (CLTWater) treats raw water drawn from the Catawba River Basin and distributes treated drinking water to customers within Mecklenburg County and surrounding regions. Wastewater generated from consumptive use in eastern Mecklenburg County is discharged into the Rocky River Basin via two wastewater treatment plants (WWTPs). CLTWater intends to offset some wastewater flows that are currently tributary to the Rocky River basin due to transfer constraints and limited treatment capacities.
This Progressive Design-Build (PDB) project will likely involve the construction of at least one pumping station and force main to transfer flows from east Mecklenburg county to a wastewater treatment plant within the Catawba River Basin. Gravity sewer improvements may be necessary on the receiving sewer. The PDB firm will be required to analyze options for pumping to minimize or eliminate receiving sewer improvements. The Firm will need to consider options for storage at the pumping station or elsewhere in the system to achieve this goal.
The total anticipated CIP budget for this project is approximately $45M, assuming forcemain and gravity sewer improvements will be sized without EQ storage. The budget will vary depending on storage needs. A phased approach for the mentioned improvements, considering future connections to transfer additional flows, will be necessary to align with CIP funding schedules. CLTWater intends to have the initial project phase completed and activated to offset partial flows within two years of the notice to proceed for the planning and design work.
The PDB Team will need to have all the necessary resources to complete the planning, design, permitting, easement acquisition, and construction of this project.
FY22 Small Diameter Water/Sewer Service Contract
This contract is for water and sanitary sewer service installations including connection to the existing public main, which extends a small diameter line to the property, and includes a water meter box or sanitary sewer cleanout. Customers pay connection fees for the installation service, which is based on costs incurred by Charlotte Water in these contracts. The work covered by this contract will provide approximately 400 total services.
Queens Road West Water Pipe Replacement Project
Charlotte Water (CLTWater) is planning to replace water services on Queens Road West between East Boulevard and Selwyn Avenue and water pipes under Queens Road West from Wellesley Avenue to Selwyn Avenue and East Boulevard near Queens Road West. The Queens Water Main Replacement Project’s completed design and construction have not been scheduled yet.
Dixie River Road Watermain
Charlotte Water (CLTWater) will extend drinking water pipes along Dixie River road from 5900 block of Dixie River Rd to Sadler Road. Construction is scheduled to start in early 2022 and will be complete by early 2023.
Upper Little Sugar Creek Replacement Sewer – Phase 2 and Phase 3 from Bilmark Avenue to Canterwood Drive and 911 Georgetown Storm Drainage Improvement Project (SDIP)
The Project consists of the installation of 250 LF of 8” sewer; 3,060 LF of 16” sewer; 3,100 LF of 18” sewer; 37 manholes; bypass pumping of wastewater; and other related sewer installation/replacement work for the Upper Little Sugar Creek Replacement Sewer Phases 2 and 3 portions. For the 911 Georgetown SDIP, the project consists of the Installation of 394 LF of 5’ X 4’ Precast R.C. Box Culvert; 60 LF of 10’ X 8’ Precast R.C. Box Culvert; 9 masonry drainage structures; and other related storm drainage installation work.