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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 bollazds shall be constructed and placed as shown on the DRAWINGS. <br />LOS QUALITY ASSURANCE: <br />Any work found unsatisfactory or any work disturbed by subsequent operations before acceptance is granted shall <br />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 squaze inch (ksi) standard steel pipe, with a nominal diameter of <br />6-inches, and a minimum wall thickness of 0.28-inches. <br />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 />• <br />Secton 02608 Page 1 of 1 December 9, 1998 <br />Pipe Guazds (Bollards) Golder Associates Revision 2 <br />1:WISOBS003-21'IMNC CERT[EICA170N AEPORPPHASE NC OSACERMPPENDICIESNPPENDM E'1ECHt.SCAL SPECQ~SCAT[ONSO2EOHR2.DOC <br />