1300 W MARINE VIEW DR 2018-01-19

coating. Bare cables, chains, hooks, metal bars or narrow skids shall not be pennitted to come in contact with the lining or coating. When shipped by rail, all pipe shall be carefully loaded on properly padded ' saddles not less than 12 inches in width. Pipe sections shall be separated so that they do not bear against each other and the whole load shall be securely fastened together and to the cars to prevent movement in transit. In truck shipments, the pipe shall be supported in wide cradles of suitable padded timbers hollowed -s out on th supporting surface to fit the curvature of the pipe. All chains, cables or other equipment used for fastening the load shall be carefully padded. The Engineer will inspect the pipe and coating after delivery to the Project Site prior to installation by the Contractor. The Contractor shall allow inspection of the coating on the underside of the pipe while suspended from the sling, before the pipe is lowered into the trench. Thennoplastic powder coated pipe stored along the trench side shall be supported by padded wooden timbers placed under the pipe to hold the pipe off the ground, or by other acceptable means not damaging to the pipe and pipe coating. Repair of multi-layered polyethylene tape coating shall be in accordance with AWWA C214. S i Repair of thermoplastic powder coated pipe shall be per the manufacturers instructions. The Contractor shall submit the manufacturers recommendations for thermoplastic coating repair at least 3 Working Days prior to delivery of the pipe- 7-09.3(15) Laying of Pipe on Curves } The maximum deflection of"Mechanical-Joint"pipe and"Push-on Joint"pipe shall not exceed that called out on Standard Drawing No. 522. 7-093(15)C HDPE Pipe ( Long radius curves, either horizontal or vertical,may be laid with standard pipe. The radius of curvature shall be equal to or greater than the manufacturers printed recommended curvature. No additional payment will be made for laying pipe on curves as shown in the Plans or as required to accommodate existing utilities. 7-09.3(19)A Connections to Existing Mains Connection to the existing main shall not be allowed until after the new main has been installed, hydrostatically tested, disinfected, flushed and authorized by the Engineer. City approved double-check valve assembly required for flushing and testing shall be used by the Contractor. The City of Everett shall notify all customers affected by the shutoff necessary to connect to the existing ? main. ' The Contractor shall give the City Utilities Division at least 5 business days notice for each connection to be _ made by the City or the Contractor. The City of Everett shall thereafter determine the date and time at which the connection shall be made. City personnel shall not enter any excavation not shored in 1 conformance with the requirements of WISHA, RCW 49.17 including WAC 296-155. Connections made by City of Everett Personnel Unless otherwise noted on the plans, only City Utilities Division personnel shall make the physical connections between new and existing mains. Unless otherwise specified, the Contractor shall ' perform all the excavations and shoring required to allow City personnel to make the final connection between the existing and new mains. The new mains shall be aligned with the existing mains so the connection can be made in a straightforward manner without further alignment changes. Any adjustments required will be made by the Contractor. The Contractor will supply all other materials UP3220-Div-7 Page SP 7-5 , June 15,2005