These specifications cover materials, construction and all appurtenances normally used for the construction of a storm sewer system. Storm sewer systems shall be installed in accordance with Sections 550, 551, 552, and 601 thru 605, inclusive of State Standard Specifications for Road and Bridge Construction unless as modified herein or as shown in the village standards. All storm manhole, catch basin, and inlet structures shall be provided with a continuous layer of preformed bituminous mastic material at all joints. When adjustments are necessary, they shall be constructed with a maximum of two precast concrete rings set in a continuous bed of mortar to a maximum height of six inches. No bricks shall be used. Joint material will be applied to the full circumference of the pipe joint.
(Ord. 07-57, passed 12-17-2007)