Specifications include, but are not limited to: The Project consists of replacing approximately 2,900 linear feet of existing water main with new 8‐inch diameter water main and associated appurtenances in Wyndale Avenue between Glen Heather Drive and Charing Cross Drive in Roanoke, Virginia. Water systems shall be designed to adequately supply normal and peak demands for all customers, maintaining a static pressure of not less than twenty-five (25) pounds per square inch at all points of delivery, and shall have adequate capacity to deliver not less than the fire flows listed below, for a minimum of two hours, with a residual pressure of not less than twenty (20) pounds per square inch at the service connection based on the greater of maximum hour or maximum day plus applicable fire flows. In those cases where the existing source of supply cannot deliver fire flows at adequate pressures, the design engineer shall submit a request for waiver. Fire flows shall be analyzed and presented separately, and pipes shall be sized to meet the calculated requirements of simultaneous peak domestic and fire flow. The Participating Utility can require higher design pressure if required by site conditions