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 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.

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 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 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. 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.

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.

Collective Storm Drainage Improvement Projects Series AF will involve 3 projects throughout the City of Charlotte 6112 Bridlewood Ln, 6108 Bridlewood Ln, 6032 Bridlewood Ln. 6112 Bridlewood Ln will consist of lining approx. 149 LF 15” RCP; 243 LF 30” RCP; 151 LF 36” RCP with CIPP. Scope also includes replacing rerouting the existing system into the r/w and adding approx. 177 42” RCP and 122 LF of 34×53 elliptical pipe and storm drainage structure replacement. There will also be approx. 418 LF of sewer replacement with 8” DIP. Pavement resurfacing and curb and gutter replacement are also to be included in this project. 6108 Bridlewood Ln will consist of removing an existing CMP pipe and replacing with approx. 31 LF of 9×7 RCBC. A temporary pedestrian bridge will be added to cross the creek during time of construction for the property owners. The scope is also to include approx. 31LF of 15” RCP replacement along with replacement of (1) CB, concrete driveway replacement, curb and gutter and pavement resurfacing. There will also be grading around the existing creek that will tie into (2) new HWs. 6032 Bridlewood Ln will consist of removing an existing CMP pipe and replacing with approx. 30 LF of 9×7 RCBC. A temporary pedestrian bridge will be added to cross the creek during time of construction for the property owners. The scope is also to include concrete driveway replacement, curb and gutter, and pavement resurfacing. There will also be grading around the existing creek that will tie into (2) new HWs.                

The City anticipates selecting one (1) or more firms for On‐Call Services to include securing structures, asbestos abatement, utility coordination/relocation, demolition, clearing and grading of specified structures and related improvements, underground storage tank, and contaminated soil removal, well abandonment, tree removal, and miscellaneous environmental remediation. Services may be planned or as a result of an emergency and do not fall within the confines of an existing project’s contract. Most demolition services are urgent in nature and required to protect the health, welfare, and safety of our residents.