Site work for a water / sewer project in Bristol, Virginia. Completed plans call for site work for a water / sewer project.

Construction of the Beaver Creek Sewage Interceptor Replacement Project--Vermont Avenue to Mary Street Segment. The Project is structured such that all work is to be completed under one (1) allinclusive construction contract; Beaver Creek Sewer Interceptor Replacement. B. The Beaver Creek Interceptor Replacement Project includes, but isn't necessarily limited to replacement of approximately 1,900 LF of gravity sewer line and service connections with new 42" and smaller gravity sewer line, manholes, and related appurtenances. 1.3 CONTRACT DOCUMENTS C. Complete construction and everything properly incidental thereto as shown on the Drawings, stated in Specifications or reasonable implied in the Contract Documents shall be furnished, and details of installation must conform to the highest standards of the trades. What may be called for the Drawings and not in the Specifications or vice versa shall be binding in either case as if the same has been called for in both. The absence ofspecific detailsshall not warrant the omission of anything necessary for the proper completion of the work. This Erosion and Sediment Control Plan has been prepared for the Beaver Creek Sewage Interceptor Replacement Project - Vermont Avenue to Mary Street Segment. The project is located in the City of Bristol, Virginia and will be completed by a private contractor working under the direction of the BVU Authority (BVUA). The project will be completed under one single construction contract with work anticipated to commence in 2026. Construction involves replacement of approximately 1,900 LF of existing gravity sewer line along Beaver Creek from the flow equalization tank site upstream to Vermont Avenue. The existing 24" gravity sewer line in this area is being replaced with a larger 42" line. The sewer line portion of construction is considered to be linear in nature. The width of area disturbed along the sewer lines will vary based upon location, line depth, and other variables. The anticipated limits of disturbance is shown on the plans and is based upon a corridor width of 40' for the 42" pipe segments, 30' width for 8"-12" pipe sizes, and 20' width for 6" customer service lines. Using the aforementioned disturbed area width values, the area of disturbance for the project is anticipated to be 2.17 acres. Bidder shall submit all questions about the meaning or intent of the Bidding Documents to Engineer in writing. Interpretations or clarifications considered necessary by Engineer in response to such questions will be issued by Addenda delivered to all registered plan holders. Questions received less than seven days prior to the date for opening of Bids may not be answered.