3003 W CASINO RD DRAINAGE TRENCH FOR FUEL DOCKS 2016-01-01 MF Import

OEING FUEL DOCK - TRENCH DRAIN JULY 294 to the proper and timcly completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Engineer. 3.2 INSTALLATION OF STORM SEWER PIPES: A. GeneraL• 1. Install sewer pipes in accotdance with govem�ng authorities having jurisdiction, except where more stringent requirements are indicated. 2, Inspect pipe before installation to detect any apparent defe�ts. Mark defective materials with white paint and promptly remove from the�site. 3, I.ay pipe beginning at the low point of a system, true to the gradcs and alignment indicated with unbtoken continuity of invert. 4. Storm Sewer pipelines shall be installed at the grades shown on the drawings. 5, Pipe base, pipe wne, and trench backfill material shall be i�utalled as specified in Section 02221, Trenching, Backfilling, and Compacting. 6. Provide and maintain ample means a�d devices to remove and dispose of water entering the ttench during the laying operation in accordance with Section 02221. B. Cleaning Pipe: 1. Clear the intcrior of pipe of dirt and other material as the work progresses. Maiutain a swab or drag in the line and pull past each joint as it is completed. 2, Plaa plugs in the ends of uncompleted pipelines at the end of the day or whenever work stops. 3. Flush with clean water betwcen manholes if required to remove collected debris. C. Joint Adapters: Make joints between new pipe and olher rypes of PiP� w�th Standard � manufactured adapters and fittings. Use concrete closure collara only where shown on the drawings, or as dirxted by the Engincer. Provide flexible joints in stortn and sanitary sewer pipe not mote than I.5 feet from manhole, inlet, and catch basin walls or as shown on the drawings. D. Connecting New and Ezisting Utilities: 1. Connections betwcen new and existing sewers shall be watertight. E. Interior [nspection: STORM SEWER SYSTEM 02724 - 3