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2013 Water System Plan, Volume II - Seattle City Clerk's Office - City ...

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Chapter 5 <strong>Water</strong> Infrastructure<br />

5.3 GENERAL REQUIREMENTS<br />

The design engineer must be familiar with water industry standards and code requirements.<br />

If industry standards and <strong>City</strong> of <strong>Seattle</strong> requirements or regulations conflict, the design<br />

engineer must discuss the discrepancy with the line-of-business (LOB) owner, Facilities<br />

Maintenance and Operations manager, specifier and the owner of this DSG chapter through the<br />

formal resolution process.<br />

5.3.1 Industry Standards<br />

<strong>Water</strong> facilities must be designed to American <strong>Water</strong> Works Association (AWWA) standards. In<br />

addition, water facilities must meet <strong>Seattle</strong>-King County and Washington State Department of<br />

Health (DOH) standards.<br />

<strong>Water</strong> storage facility design standards for SPU must also meet standards set forth in the <strong>Water</strong><br />

Research Foundation’s Maintaining <strong>Water</strong> Quality in Finished <strong>Water</strong> Reservoir.<br />

5.3.1.1 American <strong>Water</strong> Works Association<br />

AWWA standards and specifications must be followed, except when superseded by more strict<br />

requirements set forth in this DSG and <strong>City</strong> of <strong>Seattle</strong> Standard <strong>Plan</strong>s and Specifications.<br />

Table 5-1 lists relevant AWWA standards and specifications, organized by subject and intended<br />

as minimum requirements. Most of the specifications listed below may be found in the SMT<br />

45th floor library. It is the design engineer's responsibility to use the latest version of these<br />

standards.<br />

Table 5-1<br />

AWWA Standards and Specifications for SPU <strong>Water</strong> Facilities<br />

Designation<br />

Title<br />

Ductile-Iron Pipe:<br />

C104/A21.4 Cement Mortar Lining for Ductile Iron (DI) Pipe and Fittings for <strong>Water</strong><br />

C116/A21.16 Protective Fusion-Bonded Epoxy Coatings Interior or Exterior Surface DI<br />

C105/A21.5 Polyethylene Encasement for DI Pipe <strong>System</strong>s<br />

C111/A21.11 Rubber-Gasket Joints for DI Pressure Pipe and Fittings<br />

C115/A21.5 Flanged DI Pipe with Ductile Iron or Gray Iron Threaded Flanges<br />

C150/A21.50 Thickness Design of Ductile Iron Pipe<br />

C151/A21.51 DI Pipe; Centrifugally Cast, for <strong>Water</strong> or Other Liquids<br />

C153/A21.53 DI Pipe; Compact Fittings for <strong>Water</strong> Service<br />

Steel Pipe<br />

C200<br />

Steel <strong>Water</strong> Pipe 6” and larger<br />

C207 Steel Pipe Flanges for <strong>Water</strong>works Service Sizes 4”-144”<br />

C216<br />

Heat-Shrinkable Cross-Linked Polyolefin Coatings for the Exterior of Special Sections,<br />

Connections and Fittings for Steel <strong>Water</strong> Pipes<br />

C206<br />

Field Welding of Steel <strong>Water</strong> Pipe<br />

C215<br />

Extruded Polyolefin Coatings for the Exterior of Steel <strong>Water</strong> Pipelines<br />

C217<br />

Petrolatum and Petroleum Wax Tape Coatings for the Exterior of Connections and<br />

Fittings for Steel <strong>Water</strong> Pipelines<br />

C210<br />

Liquid-Epoxy Coating <strong>System</strong>s for the Interior and Exterior of Steel <strong>Water</strong> Pipelines<br />

C225<br />

Fused Polyolefin Coating <strong>System</strong>s for the Exterior of Steel <strong>Water</strong> Pipelines<br />

C223<br />

Fabricated Steel and Stainless Steel Tapping Sleeves<br />

SPU Design Standards and Guidelines<br />

5-9

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