Installing Sewer Mains by Open Cut Sample Clauses

Installing Sewer Mains by Open Cut. 1. Use the following flexible joints for connections inside the roadway shoulders or curbs and gutters: a. Mechanical Joints 1) When using mechanical joints, thoroughly wash bell sockets, spigots, gland, gasket, nuts, and bolts with soapy water before assembly. Keep these parts wet until the jointing operation is complete. 2) Tighten nuts within the torque range recommended by the manufacturer. Check the tightening tolerance with a torque wrench. 3) If effective sealing is not attained at the maximum recommended torque, disassemble, thoroughly clean, and then reassemble the joint. 4) Do not overstress bolts to compensate for improper installation or defective parts. b. Push-On Type Joints 1) Use push-on joints made according to the manufacturer’s recommendations. 2) Install PVC pipe in accordance with AWWA C605. 3) Install ductile iron pipe in accordance with AWWA C600. 2. Restraints for pipe joints and fittings shall be provided as specified and as shown on the Plans. Restraints shall be installed per manufacturer’s recommendations. 3. Buried ductile iron pipe and fittings shall be polyethylene encased as specified and as indicated on the Plans. Polyethylene encasement tubing shall be secured with polyethylene tape and installed in accordance with ANSI/AWWA C105/A21.5. 4. Unless otherwise specified by The Facility Owner’s Standard Specifications, provide pipe detection wire on all non-metallic pipe systems. Tape the tracer wire to the top center of the pipe at intervals which prevent wire displacement during backfilling operations. Stub tracer wire up 6 inches (150 mm) above finished grade at all valves. For splices, use direct bury kits. After backfilling is complete, test electrical continuity of each tracer wire segment and provide test results to Utility Owner and GDOT Project Manager. 5. Install continuous underground warning tape during backfilling of trench for underground water distribution piping. Install 12 inches (300 mm) below finished grade, or 6 inches (150 mm) below subgrade under pavements and walkways, and buried directly over piping. 6. Use pipe cutters when cutting pipe or special castings. Do not use a hammer, chisel, or a cutting torch. 7. Force mains that do not meet minimum depth of cover, vertical clearance requirements, or other installation requirements at special locations (e.g. creek crossings) shall include concrete encasement. Concrete encasement shall be installed per The Facility Owner’s Standard Specifications. 8. If HDPE ...
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