Site work and paving for a mixed-use development in Stanfield, North Carolina. Completed plans call for site work for a sidewalk / parking lot; for paving for a sidewalk / parking lot; road / highway; road / highway; and water / sewer project.

WBS Element: 47313.3.1 County: Stanly Contract No: DJ00575 TIP No: EB-5857 Federal Aid No: 0200413 Location: NC 200 From N. Love Chapel Rd. to Carmel Dr. in Stanfield Type of Work: Grading, Drainage, Concrete Curb & Gutter, Concrete Sidewalk, Pavement Markings, and RRFB Crossing The date of availability for this project is October 20, 2025. The date of completion for this project is December 31, 2026. Contractors must be pre-qualified with NCDOT as Bidder or PO Prime Contractor prior to bidding on this project If you have questions about bidding on this project or any other questions concerning this project, please contact me at (704) 983-4400. NC DOT - Construction of Sidewalk Along NC 200 The purpose of this Special Provision is to carry out the U.S. Department of Transportation's policy of ensuring nondiscrimination in the award and administration of contracts financed in whole or in part with Federal funds. This provision is guided by 49 CFR Part 26. Place incidental stone base on driveways, mailboxes, etc. immediately after paving and do not have the paving operations exceed stone base placement by more than one week without written permission of the Engineer. Install detectable warning surface at pedestrian crossings where a pedestrian access route intersects a roadway, rail line, or other travelway, as shown in the plans or as directed by the Engineer, in accordance with Section 848 of the Standard Specifications and this special provision. At the contractor's option, the use of an electronic ticketing system for reporting individual and cumulative asphalt material deliveries may be utilized on this project. At the preconstruction conference, the contractor shall notify the Engineer if they intend to utilize an electronic ticketing system for reporting individual and cumulative asphalt material deliveries to the project. This work will consist of applying NCDOT approved standard glass beads along with the application of AASHTO Type IV glass beads on extruded thermoplastic and polyurea pavement markings. Use NCDOT standard glass beads that are on the NCDOT Approved Products List andconform to Sections 1087 and 1205 of the Standard Specifications. Except for gradation requirements, AASHTO Type IV glass beads shall meet the same Standard Specifications and shall contain 80% true spheres. An independent lab test is required for both categories of glass beads before application. Furnish and install 2 Bar Handrail at the location shown in the plans in accordance with the detail in the plans and as directed by the Engineer. Safety Fence shall consist of furnishing materials, installing and maintaining polyethylene or polypropylene fence along the outside riparian buffer, wetland, or water boundary, or other boundaries located within the construction corridor to mark the areas that have been approved to infringe within the buffer, wetland, endangered vegetation, culturally sensitive areas or water. The fence shall be installed prior to any land disturbing activities. Interior boundaries for jurisdictional areas noted above shall be delineated by stakes and highly visible flagging. Jurisdictional boundaries at staging areas, waste sites, or borrow pits, whether considered outside or interior boundaries shall be delineated by stakes and highly visible flagging. This work consists of supplying and installing of an approved material for binding mulch for erosion control in accordance with Section 1060-5, Section 1615 and Section 1660 of the Standard Specifications. This provision defines acceptable materials and rates for tacking material for holding mulch in place. This work consists of furnishing and placing permanent soil reinforcement mat (PSRM), of the type specified, over previously prepared areas at locations shown on the plans and as directed by the Engineer. Concrete washouts are impermeable enclosures, above or below grade, to contain concrete wastewater and associated concrete mix from cleaning of ready-mix trucks, drums, pumps, tools or other equipment. Concrete washouts must collect and retain all the concrete washout water and solids, so that this material does not migrate to surface waters or into the ground water. These enclosures are not intended for concrete waste not associated with washout operations. This contract is for Grading, Drainage, Concrete Curb & Gutter, Concrete Sidewalk, Pavement Markings, and RRFB Crossings along NC 200 from N. Love Chapel Rd. to Carmel Dr. in Union County. The Contractor shall furnish all labor and materials for the project in accordance with the 2024 Standard Specifications and/or Special Provisions herein.