Storm Water Services is soliciting Statement of Qualifications from a qualified engineering companies to provide an engineered solution for various drainage issues in an existing conditions environment where existing drainage systems have failed or flooding conditions have developed and require improvement, replacement, rehabilitation, or repair treatments that meet City practices and standards. This includes, but is not limited to, initial assessment of the existing condition, concept plan development, preparation of design plans, calculations, construction estimates, bidding documents, and other items necessary to resolve reported drainage issues. In addition, participation and attendance may be required for utility coordination meetings, preconstruction meetings, construction warranty observation field meetings at 6 and 11 months intervals, and other meetings necessary to deliver each engineered solution, and address redlined comment.
North Tryon St Left Turn Lane at University City Blvd
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.
Sardis Road North Sidewalk
This project will provide new sidewalk along Sardis Road North from Sardis Road to westernmost intersection of Rittenhouse Circle and Sardis Road North. Project length = 0.5 miles.
This project will include the following:
6′ Sidewalk
8′ Planting Strips
2′-6″ Curb and Gutter
Street Trees
Concrete Ped Refuge Island (between Kilcullen Dr. and Rittenhouse Circle)
Concrete Bus waiting pads
Retaining Walls
Curb Ramps
Storm Drainage
Remount Road and West Boulevard Intersection Improvements
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.
Margaret Wallace Road Sidewalk (Summerfield Ridge Lane to Marshbrooke Road)
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.
Collective AG Storm Water Drainage Improvement Project
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.
Sweden Rd Surface Water Quality Improvement project
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.
Collective AE Storm Drainage Improvement Project
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 AF Storm Drainage Improvement Project:
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.