Sanitary sewer or storm drain service lines connect to the main with a test tee with plug and a thirty to forty-five degree bend, maintaining a minimum slope of two percent and a maximum slope of one hundred percent. The invert elevation at the property line must be one foot above the crown of the main when feasible, with a cleanout located on private property. Pavement restoration for utility trenching follows standard municipal plans for rigid pavement. The contractor must coordinate with the local utility for core taps.
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