Connections to Existing Manholes Sample Clauses

Connections to Existing Manholes. Connections to the existing manholes shall be detailed, subject to the approval by the City. The contractor shall verify invert elevations on all existing manholes prior to construction. The contractor shall submit any required changes to the approved design for review and approval by the City. The contractor shall core drill an opening to match the size of pipe to be inserted. Jackhammers shall not be used. All openings must provide a minimum of one inch (1”) and a maximum of two inches (2”) clearance around the outside circumference of the pipe. 5-2.5 Sewer Interceptors and Mains
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Connections to Existing Manholes. 1. Whenever new sewers are connected to existing manholes, pipe openings shall be core drilled with approved equipment to accommodate new pipe. Such connections to existing manholes shall be installed in accordance with manufacturer's recommendations for neoprene boot, link seal or equal. All cuts shall be coated with an appropriate protective coating.
Connections to Existing Manholes. Connections to existing manholes shall be paid for in the Contract Price for sewer pipe and shall cover the cost for all material, transportation, labor, equipment, excavation, sheeting and shoring, installation of manhole connection, rework of inverts, grout, coatings, protection of existing utilities, backfill material, disposal of unsuitable backfill materials, clean fill, tamping, testing, densities, utility crossings, dewatering, trench stabilization, clean-up, bypass pumping (as required), restoration, and all work and materials necessary to acceptably install the manhole connection.
Connections to Existing Manholes. The Contractor shall verify invert elevations prior to construction. The crown elevation of laterals shall be the same as the crown elevation of the incoming pipe unless specified. The existing base shall be reshaped to provide a channel equivalent to that specified for a new manhole. The Contractor shall excavate completely around the manhole to prevent unbalanced loading. The manhole shall be kept in operation at all times and the necessary precautions shall be taken to prevent debris or other material from entering the sewer, including a tight pipeline bypass through the existing channel if required. Water used for flushing and testing shall not be allowed to enter the sewer. All damage to the manhole resulting from the Contractor’s operation shall be repaired at no expense to the Contracting Agency. Payment
Connections to Existing Manholes. The Contractor shall verify invert elevations prior to construction. The crown elevation of laterals shall be the same as the crown elevation of the incoming pipe unless specified. The existing base shall be reshaped to provide a channel equivalent to that specified for a new manhole. The Contractor shall excavate completely around the manhole to prevent unbalanced loading. The manhole shall be kept in operation at all times and the necessary precautions shall be taken to prevent debris or other material from entering the sewer, including a tight pipeline bypass through the existing channel if required. Water used for flushing and testing shall not be allowed to enter the sewer. All damage to the manhole resulting from the Contractor’s operation shall be repaired at no expense to the Contracting Agency. Payment Payment shall be per Each under line item “Corrugated Polyethylene Storm Sewer Pipe In Dia” and shall include connection to existing and new manholes and existing and new catch basins and all other drainage structures. (*****) All pipes shall be placed with marking tape in trench and shall have white plastic line on road above the centerline of the pipe noting each end of pipe. Payment Payment shall be per Each under line item “Corrugated Polyethylene Storm Sewer Pipe In Dia”.

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