91244 Excavation Services
The project is located at an existing CDOT facility located at 4600 Sweden Rd. The project improvements include the installation of SCMs along the perimeter of the existing parking areas to capture, treat, and reduce runoff discharge pollutants that are contributing to the Sugar Creek watershed in compliance with site NPDES permit requirements.
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.
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. Additional work will 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.
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.
The Marlwood/Waverly project area consists of the two ponds, Marlwood Lake located south of Albemarle Road near Marlwood Circle, and Waverly Lake located north of Albemarle Road near Almond Road. The existing ponds have silted in and project improvements include pond dredging to specified projects depths.
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 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.