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06-J Cox Field Water Main
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06-J Cox Field Water Main
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Last modified
9/12/2012 11:03:47 AM
Creation date
12/4/2001 10:38:47 PM
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AGENDA
Item Number
6-J
AGENDA - Type
RESOLUTION
Description
Award bid for replacement of 8" water main at Cox Field Airport
AGENDA - Date
12/10/2001
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2014.01 <br />The work to be <br />and installing reinforced concrete c, <br />excavation, sheeting, shoring, dewat <br />any other work that is required or <br />specified herein. <br />2014.02 <br />The reinforced concrf <br />specifications shall be composed of a <br />core or ]ining inside and a concrete c <br />and shall conform to the requirem <br />Reinforced Concrete Water Pipe-Ste <br />be designed and manufactured to wit <br />and the external load after installatic <br />Laboratories. <br />a. <br />Special pipe sections, <br />and bends shall be furnished and inst <br />Fittings shall be constructed of steel <br />withstand a working pressure equal I <br />All outlets or other <br />exposed portions of inetal are <br />b. <br />under this section of the specifications shall consist of fumishing <br />• pipe, prestressed, including fittings, and all clearing, grubbing, <br />pipe laying, jointing, backfilling, disposal of surplus materials and <br />sazy to complete the installation as shown in the plans, and as <br />cylinder pipe to be fumished and installed under this section of the <br />z] cylinder and wire reinforcement and a concrete or cement mortaz <br />ting outside. The pipe shall be Prestressed Concrete Cylinder Pipe <br />s of American Water Works Association Specifications C-301, <br />Cylinder Type, Prestressed (L-301), latest revision. The pipe shall <br />and the working pressure of 150 pounds per squaze inch, minimum, <br />and it shall be approved for waterworks service by Underwriters' <br />lengths, oudets and special fittings such as reducers, wyes, tees <br />where required to complete the pipeline as shown in the plans. <br />lers. shall be concrete lined and coated, and shall be designed to <br />that of abutting pipe sections. <br />ed metal shall be coated with mortar in such a manner that all <br />covered. <br />The Contractor shall fumish five (5) sets of layout drawings which show each run of pipe and <br />indicate the location of all bends, outl ts, special fittings and connections which are to be included as part of <br />the pipe to be installed on this project. <br />a Lavin¢ and Jointinel <br />The elevation and gradie line where shown on the profile, is the elevation of pipe inveR, or the <br />lowest point on the inside of the pipe, <br />Item 2014-1 <br />
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