Laserfiche WebLink
City of Everett,Washington I Water Filter Plant- Phase 2 Capital Upgrades PDB Project <br /> Progressive Design-Build Contract I Exhibit B.Owner's Project Criteria <br /> Exhibit B <br /> Water Filter Plant — Phase 2 Capital Upgrades Project <br /> City of Everett, Washington <br /> Owner's Project Criteria <br /> 1 General <br /> The Design-Builder shall conform design and construction to the requirements and <br /> performance criteria identified in this Exhibit. During design or construction, the Design- <br /> Builder may propose modifications to the Owner's Project Criteria. Any such <br /> modifications are subject to the approval of the City. <br /> 2 Project Scope: <br /> The Project scope consists of the following: <br /> • Design and construction of Screenhouse Valves Replacement <br /> • Design and construction of PUD Return Line Flow Meter <br /> • Design and construction of PUD Return Line Control Valves <br /> • Design and construction of Old #5 Line Cross Connect Improvements <br /> • Design and construction of Flocculation Basin Improvements <br /> • Design and construction of Alum and Polymer Storage Tanks Replacement <br /> • Design and construction of Hydrofluosilicic Acid (Fluoride) Storage Tanks <br /> Replacement and Fluoride Building HVAC Improvements <br /> • Design and construction of Clearwell Flow Diversion Structure Valves <br /> Replacement <br /> • Design and construction of East Clearwell Gate Improvements <br /> Screenhouse Valves Replacement: The screenhouse valve work includes the <br /> replacement of four butterfly valves buried immediately south of the screenhouse, <br /> ISBV3, ISBV4, ISBV5 and ISBV6 as shown in Figure 1 . These valves function as the <br /> separation and flow control at the junction of four pipes and include two 48" diameter <br /> valves on the PUD return line and two 42" diameter valves at the point of separation <br /> between the raw water system and the potable water in Old #5 line, which is held in <br /> reserve for emergency situations. The valves are all buried approximately 17 feet deep <br /> (invert of valve) with no protective vaults. Planned improvements include replacement of <br /> Page 1 of 16 <br />