Service Taps and Service Lines Sample Clauses

Service Taps and Service Lines. 1. Service taps shall be made by installation of corporation stops and service saddle on the water mains. Taps shall be made at an approximate forty-five degree (45°) angle from the vertical. 2. Place service lines to the line and grade shown on the Drawings or as established by the Engineer. Place service lines at right angles to the water main. Lay service lines to a minimum depth of 18 inches below the finish ground surface, except at street crossings where the minimum cover below subgrade shall be 30 inches. Full lengths of tubing shall be used; no splices shall be installed between the service tap and the water meter. 3. The trench shall have a minimum width of 6 inches and a trench bottom free of rocks or boulders. The bottom of the trench shall be flat, smooth and even to provide a surface with a uniform bearing for the pipe. 4. If rock is encountered in the bottom of the trench, it shall be removed and a minimum bedding depth of 4 inches provided between the trench bottom and the service line pipe. Fill the excavated area below the grade line with sand or select material free of rocks, boulders, debris of any kind, or other objectionable matter, or material that may be injurious to the pipe. Tamp the bedding material prior to installation of the pipe. 5. Place and tamp the backfill material in layers not exceeding 4 inches in thickness. Use only backfill material that is free from stones, rocks, and clods and is not frozen. Tamp the backfill uniformly along the full length of the pipe to a point 4 inches (minimum) above the top of the pipe. The backfill densities shall be the same as those specified in other Sections of the specifications depending upon the location of the service line. 6. Service lines extending beneath existing pavements, which are to remain in place, shall be installed by boring or other subsurface method. The method used shall be approved by the Engineer and shall be a method that will avoid subjecting the service tubing to excessive stress. If obstructions are encountered and installation of a service line cannot be accomplished by boring, the service line shall be installed by the open trench method. Cutting and replacement of existing pavements shall be as specified in Section 220, Pavement Repairs and as shown on the Drawings. 7. Tubing shall be connected using the specified fittings and in such a manner to avoid excessive stress on the line.
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Related to Service Taps and Service Lines

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