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Newmont-Cripple Creek&Victor Gold Mine <br /> Technical Specification No.02608.DOCX <br /> Squaw Gulch VLF ■ <br /> Project No.47S.0106.006 <br /> June 1S,2016 <br /> SECTION 02608.0 PIPE BOLLARDS <br /> 1. PART 1: GENERAL <br /> 1.1. Summary <br /> Pipe guards shall consist of steel pipe backfilled with concrete. <br /> 1.2. Related Sections <br /> Refer to the following Sections for related work: <br /> ■ Section 03300.0 - Cast-in-Place Concrete <br /> 1.3. Submittals <br /> A. CONTRACTOR shall abide by all qualification and submittal requirements in Section <br /> 01300.0. <br /> B. CONTRACTOR shall provide product data to allow evaluation by MANAGER and <br /> CERTIFYING ENGINEER. <br /> 1.4. Tolerances <br /> Pipe bollards shall be constructed and placed as shown on the DRAWINGS. <br /> 1.5. Quality Assurance <br /> Any work found unsatisfactory or any work disturbed by subsequent operations before <br /> acceptance is granted shall be corrected by CONTRACTOR as directed by MANAGER. <br /> 2. PART 2: PRODUCTS <br /> 2.1. Materials <br /> A. Cast-in-place concrete used to fill pipe bollards shall be concrete as specified in Section <br /> 03300.0. <br /> B. Pipe shall be 36 kips per square inch (ksi) standard steel pipe, with a nominal diameter <br /> of 6-inches, and a minimum wall thickness of0.28-inches. <br /> 3. PART 3 SUMMARY <br /> 3.1. 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 /> Page 1 <br />