06-J Cox Field Water Main - Laserfiche WebLink

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2012.01 The work to be and installing ductile-iron pipe and blocking, and any other work that is and as specified herein. 2012.02 MATERIAL Ductile-iron pipe inch, minimum, unless otherwise sp Centrifugal Cast Pipe. All such pipe of Chicago, Illinois, so that it will be a protection lines without penalty. Du metal having a minimum tensile stren lbs. per squaze inch, and a minimum accordance with AWWA Specificatil All joints shall be specifications unless otherwise shown Drain lines shall be push-on joints. ] capable of a full 15° tuming deflectic under this section of the specifications shall consist of fumishing -iron fittings including all bracing, pipe laying, jointing, testing, ed or necessary to complete the installation as shown in the plans shall have a rated water working pressure of 200 pounds per squaze ifically shown on the plans or approved in writing, and shall be 3ll beu a mark denoting approval by the Underwriters' Laboratories :eptable to the Texas State Fire Insurance Commission for use in fire ile-Iron pipe under these speciFications shall be manufactured from i of 60,000 Ibs. per squaze inch, a minimum yield strength of 42,000 ongation of 10 percent (60-42-10). Pipe shall be manufactured in s CI15, C150 and C151, or latest edition thereof. n joint, and shall be made in strict accordance with the manufactwer s • specified herein. All joints undemeath slab shall be restrained joints. nts for river crossing pipe shall be ball and socket flexible joint pipe with no reduction in the waterway. Fittings shall be gra -iron or ductile-iron and shall be in accordance with AWWA Specification C110, the latest revision. Flanges shall be 125 psi, faced and drilled in accordance with AWWA Standard C110, the latest revision, u ess otherwise shown on the plans or specified. All pipe and fittings outside surface and shall have an in latest edition, unless otherwise sho according to AWWA Specification Gaskets for flanged the Crane Packing Company, or the the boltholes. 2012.03 9er this section of the specifications shall have a prime coat on the or cement lining with seal coat per AWWA Specification C104, the or specified. All buried pipe shall be coated with a cold tar epoxy 04, the latest edition, unless otherwise shown or specified. s shall be rubber with cloth insertion equal to those manufactured by S. Rubber Company. Gaskets shall extend at least to the inside of Unless otherwise speGified on the plans, or shown on the profiles, ductile-iron pipe shall be installed to clear all utility lines and slhall have the following minimum cover below the lowest property line grade of the street: Item 2012-1