Construction Manager at Risk (CMAR) Services
A CMAR will bring value in determining the most cost-effective alignment and provide potential construction phasing options, thereby minimizing schedule risks and constructability concerns.
The proposed design includes a 12’‐wide concrete shared‐use path along one side of Robinson Church Road, beginning at Plott Road (connects to Robinson Church Road Phase 1 Improvements) and continues to Harrisburg Road. Accommodations for pedestrian / bicycle crossings and minor upgrades at major intersections (Hood Road, the future Eastern Circumferential Roadway and Harrisburg Road) and minor side streets (Alanbrook Road, Ludell Lane, Irwin Road, Fairford Drive, Solares Drive, Jerimoth Drive, Culver Spring Way, Hammond Drive, Atlas Cedar, Deluca Drive, Castle Garden Lane, Williams Gate Lane and Jones Creek Circle) will also be included in the scope. The project team is early in the design phase and plans are currently at a 10% milestone level. The CMAR shall provide input on the design, including side‐of‐street analysis for the shared‐use path and pedestrian / bicycle crossings at all major and minor intersections to identify potential cost savings and schedule efficiencies.
Work performed under this transportation repair (TR) contract will consist of storm water infrastructure maintenance, repair and maintenance 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 or a combination of the street right-of-way, private, residential and commercial properties. See section 1.28 – Scope of Work for additional details and information.
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.
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.
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.
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 4th 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.
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.
This contract will be for the design and construction of a gravity outfall sewer along the Rocky River. This project will consist of approximately 3,600 linear feet of 15-inch and 2,400 linear feet of 12-inch gravity sanitary sewer piping. This outfall is tributary to the existing Rocky River outfall in Cabarrus County and Water and Sewer Authority of Cabarrus County (WSACC) Rocky River Regional Wastewater Treatment Plant.
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