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<br />Material service connections shall be 4" C.I.S.P. extra-heavy weight, ASTM E-8, <br />ASTM A-438~ ASTM'A-126 or 4" PVC~ au lro, ASTM D-2241. <br />so~ 2{p <br />Wye branches for PVC pipe shall be a 4" wye or spur and of the same strength as <br />specified for 8" sewer pipe. <br /> <br />Pipe shall meet infiltration requirements of Section 404.1. <br /> <br />402.2 Fl1 TINGS <br /> <br />Unless otherwise noted~ all fittings will be the same class~ size~ and type as the pipe the <br />fitting is being attached to. <br /> <br />402.3 JOINTS <br /> <br />Joints shall conform to the requirements of A.S.T.M. D-1869 forPVC pipe. <br /> <br />402.4 MANHOLES <br /> <br />Manholes shall be built in accordance to Roseville Standard Specification 502.3. <br /> <br />402.5 MANHOLE CASTINGS <br /> <br />Manhole castings will be equal to NEENAH 1733 with a NEENAH "TYPE B" cover. <br />The cover shall be marked "SANITARY SEWER" <br /> <br />402.6 GRANULAR MATERIAL <br /> <br />Granular materials shall be furnished for foundation backfill, bedding or other purposes <br />" in accordance with Roseville Standard Specification 602.1. <br /> <br />403.0 CONSTRUCTION REQUIREMENTS <br />403".1 INSPECTION AND RESPONsmILITY OF MATERIALS <br /> <br />The inspection and responsibility of materials will be as specified in Standard <br />Specifications Section J03 .1. <br /> <br />403.2 EXCAVATION, PREPARATION OF TRENCH AND RESTORATION <br /> <br />Excavation. preparation of trench and restoration is descn"bed in Section loo~ 200 and <br />600 of the Standard Specifications. <br /> <br />403.3 PIPE LAYING OpERATIONS <br /> <br />400-2 <br /> <br />1 <br />