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r b. Flanged pipe shall be faced and drilled to the American Standard drilling, unless <br />special drilling is called for or required. Where tap or stud bolts are required, flanges <br />shall be tapped. Flanges shall be accurately faced and drilled smooth and true, at <br />right angles to the pipe axis and shall be covered with zinc dust and tallow or a rust <br />preventive compound immediately after facing and drilling. <br />c. Flanged pipe will be screwed on flanges shall be furnished with long hubs, and the <br />flanges shall be screwed on the threaded end of the pipe in the shop, and the face of <br />the flange and end of pipe refaced together. There shall be no leakage through the <br />pipe threads and the flanges shall be designed to prevent corrosion of the threads <br />• from outside. <br />d. Flanged joints shall be made with bolts or stud bolts and nuts. Bolts, stud bolts and <br />r nuts shall conform to American Standard heavy dimensions, semi -finished with <br />square or hexagonal heads and cold punched hexagonal nuts, meeting the <br />requirements of ASTM Designation A-307. Bolt sizes shall be American Standard for <br />the flanges specified, and bolts and nuts shall have good, true threads. <br />e. Gaskets shall be in accordance with AWWA Standard C-115 (ANSI A21.15-88), or <br />latest revision. <br />7. Submittals <br />Before starting fabrication of the cast iron pipe and fittings, complete detailed work <br />drawings shall be submitted by the Contractor for approval by the Engineer. Such <br />drawings shall show the piping layouts and contain schedules of all pipe, fittings, valves, <br />expansion joints, hangers and supports and other appurtenances. Where special fittings <br />are required, they shall be shown in large detail with all necessary dimensions. The <br />drawings submitted shall show flanged jointed sections placed so as to be removable <br />s without disturbance to the main pipe sections. <br />8. Marking <br />Two inch wide detection tape shall be spiral wrapped or affixed to the top of the pipe. <br />Tape shall have the words 'Water Main' in 1/4" high letters appearing one or more times <br />every 24 inches. <br />9. Installation of Water Mains <br />a. Unless otherwise noted on the drawings or in other sections of this specification, the <br />pipe shall be handled and installed in strict accordance with the manufacturer's <br />instructions and with the applicable provisions of AWWA C600. If a conflict exists <br />�+ between the manufacturer's instructions and the AWWA Standards, the <br />manufacturer's instructions shall govem. The Contractor shall use every precaution <br />during construction to protect the pipe against the entry of nonpotable water, dirt, <br />r. wood, small animals, and any other foreign material that would hinder the operation <br />of the pipe line. Where the groundwater elevation is above the bottom of the trench, <br />the Contractor shall provide suitable equipment at no additional cost to the Owner. <br />All piping shall be placed in a dry trench, unless wet trench installation is approved by <br />the Engineer. <br />r <br />No <br />