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material , installation , and workmanship shall conform to applicable <br /> sections of AWWA C105 (ANSI A21 . 5-88 ) , or latest revision . <br /> ' Installation methods A or B shall be employed using flat tube <br /> polyethylene . The Contractor shall make provisions to keep the <br /> polyethylene from direct exposure to sunlight prior to installation , <br /> and backfilling following installation shall be completed without <br /> delay to avoid exposure to sunlight. <br /> 1 . 06 BELL AND SPIGOT CONNECTIONS <br /> ' Joints in bell and spigot i e shall be push- <br /> on , mechanical , or restrained <br /> joints in accordance with AWWA Standard C- 111 (ANSI 21 . 11 -85 ) , or <br /> latest revision . Mechanical joint pipe set-screw type retainer glands will <br /> be permitted on a case-by-case basis , when restrained mechanical joints , <br /> in accordance with AWWA Standard C- 111 (ANSI 21 . 11 -85 ) , or latest <br /> revision , are impractical . Thrust blocks may be required by IRCDUS in <br /> cases where retainer glands are used . <br /> 1 . 07 FLANGED CONNECTIONS <br /> A . All flanged pipe barrels shall comply with the physical and <br /> ' chemical requirements as set forth in the Handbook of Ductile Iron <br /> Pipe of the Cast Iron Pipe Research Association . Flanges shall <br /> be in accordance with ANSI Specification B16 . 1 for Class 125 <br /> ' flanges . Bolts shall comply with ANSI Specification B18 . 2 . <br /> B . Flanged pipe shall be faced and drilled to the American Standard <br /> drilling , unless special drilling is called for or required . Where tap <br /> ' or stud bolts are required , flanges shall be tapped . Flanges shall <br /> be accurately faced and drilled smooth and true , at right angles to <br /> the pipe axis and shall be covered with zinc dust and tallow, or a <br /> rust preventive compound immediately after facing and drilling . <br /> C . Flanged pipe with screwed-on flanges shall be furnished with long <br /> ' hubs , and the flanges shall be screwed on the threaded end of the <br /> pipe in the shop , and the face of the flange and end of pipe <br /> refaced together. There shall be no leakage through the pipe <br /> threads and the flanges shall be designed to prevent corrosion of <br /> the threads from outside . <br /> ' D . Flanged joints shall be made with bolts or stud bolts and nuts . <br /> Bolts , stud bolts , and nuts shall conform to American Standard <br /> heavy dimensions , semi -finished with square or hexagonal heads <br /> and cold punched hexagonal nuts , meeting the requirements of <br /> ' ASTM Designation A-307 . Bolt sizes shall be American Standard <br /> for the flanges specified , and bolts and nuts shall have good , true <br /> threads . <br /> E . Gaskets shall be in accordance with AWWA Standard C- 115 <br /> (ANSI A21 . 15-88 ) , or latest revision . <br /> ' 02625 - 3 <br /> FAUtilities\UTILITY - ENGINEERING\WTP - North RO\N RO Brine Line Discharge - UCP#2208\BID DOCUMENTS North <br /> County RO\BID DOCUMENTS\02625 WM Ductile Iron Pipe and Fittings .doc <br />