Laserfiche WebLink
• SECTION 02711.0 CORRUGATED STEEL PIPE <br />PART'E 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 DRAWINGS, with no <br />• sags or humps exceeding 5 percent slope change as approved by MANAGER. <br />1.04 QUALITY ASSURANCE <br />A. All work shall be constructed, monitored, and tested in accordance with the requirements of the CQA <br />Plan. <br />B. Any work found unsatisfactory or any work disturbed by subsequent operations before acceptance is <br />granted shall be corrected by CONTRACTOR, at no additional cost to 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 CSP larger <br />than 48 inches in diameter shall be 12 gage galvanized, or equivalent, as approved by <br />MANAGER and CERTIFYING ENGINEER <br />2. Galvanized sheet for the manufacture of the CSP shall be produced in accordance with <br />ASTM A444 or AASHTO M -218 with a coating weight of 2.00 ounces per square foot of <br />sheet (total both sides). <br />Section 02711 Page 1 of 2 September 3, 2008 <br />Corrugated Steel Pipe Revision 1 <br />SAProjects \1125E CCV CQA \I - Tech Specs \02711.r1.doc <br />