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SECTION 02711.0 CORRUGATED STEEL PIPE <br />• <br />PART 1: GENERAL <br />1.01 RELATED SECTIONS: <br />Refer to the following Sections for related work: <br />Section 02200.0 -Earthworks <br />Section 02271.0 -Rip Rap <br />Section 03300.0 -Cast-in-Place Concrete <br />1.02 SUBMITTALS: <br />A. CONTRACTOR shall abide by all qualification and submittal requirements. <br />B. CONTRACTOR shall provide product data including Manufacturer's technical data and <br />specifications sufficient to allow evaluation by MANAGER. <br />1.03 TOLERANCES: <br />Corrugated Steel Pipe (CSP) shall be placed to the lines and elevations shown on the <br />DRAWINGS, with no sags or humps exceeding 5 percent slope change as approved by <br />MANAGER. <br /> <br />1.04 QUALITY ASSURANCE: <br />A. All work shall be constructed, monitored, and tested in accordance with the <br />requirements of the CQA Plan. <br />B. Any work found unsatisfactory or any work disturbed by subsequent operations before <br />acceptance is granted shall be corrected by CONTRACTOR, at no additional cost to <br />CC&V. <br />PART 2: PRODUCTS <br />2.01 MATERIALS: <br />A. Corrugated Steel Pipe: <br />1. All CSP 48 inches in diameter and smaller shall be 16 gage galvanized, and all <br />CSP lazger than 48 inches in diameter shall be 12 gage galvanized, or equivalent, <br />as approved by MANAGER and CERTIFYING ENGINEER <br />2. Galvanized sheet for the manufacture of the CSP shall be produced in accordance <br />with ASTM A444 or AASHTO M-218 with a coating weight of 2.00 ounces per <br />squaze foot of sheet (total both sides). <br />I • <br />Section 02711 Page 1 of 2 December 9, 1998 <br />Corrugated Steel Pipe Golder Associates Revision 0 <br />I:~A4108SW41-21]OWC CERI7FICAT[ONREPOR'NHASE NC OSA CERIV3PENDIC~SUPPENDIX E TECPINICAL SPECIFICAIi0NS902711R0.000 <br />