Bermuda Run Sidewalk - Phase 2 Bid Set_071426_Part2.pdf
PDF 35 MB Posted
- Solicitation number
- 1025BR2026SW
- Issued by
- Currituck County, North Carolina
About this file
Bermuda Run Riverbend Drive Sidewalk – Phases 1 & 2 Project
This is a construction bid set prepared by Wetherill Engineering for the Town of Bermuda Run, North Carolina, located in Davie County. The project involves the construction of sidewalks along a 1.7-mile stretch of Bermuda Run Drive and Riverbend Drive in Bermuda Run East, with Phases 1 and 2 combined into a single solicitation. The bid set documents, issued for bid on July 14, 2026, contain plan sheets (PP-1 through PP-10) covering station locations 5+00 through 69+47, including erosion control plans (EC-11 through EC-14) and detailed grading and utility coordination. The project incorporates multiple construction elements including curb and gutter installation (totaling approximately 4,663 linear feet across the phases), concrete sidewalk construction with variable widths ranging from 3 to 6 feet, drainage structure modifications, utility adjustments (water lines, sanitary sewer, gas lines, and fiber optics), and landscape restoration. Preliminary design review was completed January 29, 2026, Town of Bermuda Run review occurred June 12, 2026, and NCDEQ Erosion & Sediment Control review was completed June 12, 2026.
The project requires adherence to Town of Bermuda Run standards and specifications, NCDEQ regulations, and specifications for all backfill, compaction, and soils testing to be performed by an independent testing laboratory. The disturbed area encompasses 3.75 acres within the Yadkin River Basin, necessitating an erosion control permit and preconstruction meeting with NCDEQ inspection staff before grading can commence. Significant utility coordination is required, including relocation of sanitary sewer force mains, water service lines, and adjustment of utility appurtenances to finished grade. The contractor is responsible for verification of existing utility locations, protection of all utilities not designated for removal, proper demolition practices to prevent damage to concealed utilities, and financial responsibility for off-site disposal of all waste materials in accordance with applicable regulations. Construction details specify typical sections with rolled curb and gutter configurations, various slope requirements (maximum 3:1 for most areas, with some 2:1 sections), topsoil and seeding restoration, and temporary erosion control measures including silt fence, inlet protection, and wattle checks to remain until site stabilization is achieved within 90 calendar days of final land-disturbing activity.
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