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PART 3 SUMMARY <br />3.01 EXECUTION <br />A. Install pipe bollards to depths and in locations as shown on DRAWINGS. <br />B. Backfill pipe bollards with lean concrete to the lines and grades shown on DRAWINGS. <br />* ** END OF SECTION * ** <br />S \Projects \1125E CCV CQA \I - Tech Specs \02608 r1 doc <br />ame0 <br />SECTION 02608.0 PIPE BOLLARDS <br />PART 1: GENERAL <br />1.01 SUMMARY <br />Pipe guards shall consist of steel pipe backfilled with concrete. <br />1.02 RELATED SECTIONS <br />Refer to the following Sections for related work: <br />Section 03300.0 - Cast -in -Place Concrete <br />1.03 SUBMITTALS <br />A. CONTRACTOR shall abide by all qualification and submittal requirements in Section 01300.0. <br />B. CONTRACTOR shall provide product data to allow evaluation by MANAGER and <br />CERTIFYING ENGINEER <br />1.04 TOLERANCES <br />Pipe bollards shall be constructed and placed as shown on the DRAWINGS. <br />1.05 QUALITY ASSURANCE <br />Any work found unsatisfactory or any work disturbed by subsequent operations before acceptance is granted <br />shall be corrected by CONTRACTOR as directed by MANAGER. <br />PART 2: PRODUCTS <br />2.01 MATERIALS <br />A. Cast -in -place concrete used to fill pipe bollards shall be concrete as specified in Section 03300.0. <br />B. Pipe shall be 36 kips per square inch (ksi) standard steel pipe, with a nominal diameter of 6- inches, <br />and a minimum wall thickness of 0.28- inches. <br />Section 02608 Page 1 of 1 September 3, 2008 <br />Pipe Guards (Bollards) Revision 1 <br />