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amec <br />• <br />C. Piping shall be placed to the lines and elevations shown on the DRAWINGS, with no sags or humps, <br />as approved by MANAGER and CERTIFYING ENGINEER. <br />3.02 PIPE CONNECTIONS <br />A. All connections for non-perforated pipe shall be watertight under maximum anticipated pressure head. <br />B. The ends of all pipe shall be capped with a manufactured pipe cap. <br />C. All connections in non-perforated pipe will be watertight. <br />D. HDPE pipe will be butt-heat-fusion welded in accordance with the MANUFACYURER's guidelines. <br />E. CPe pipe joints shall conform to MANUFACTURER's recommendations. <br />3.03 BEDDING AND BACKFILL <br />A. CONTRACTOR shall place and compact Leak Detection Fill in accordance with Item 3.06.E of <br />Section 02200.0. <br />B. CONTRACTOR shall bed and backfill Leak Detection piping with Leak Detection Fill. <br />C. Low Volume and High Volume Solution Collection pipe shall be placed on top of the geosynthetics, <br />as shown on the DRAWINGS. <br />• <br />D. Placement of Low Volume and High Volume Solution Collection pipes shall The coordinated with <br />other operations such as Low Volume Solution Collection Fill, Bedding Fill, Soil Liner, and Drain <br />Cover fill placement. Equipment access directly on geosynthetics is expressly prohibited. Any <br />damage to the geosynthetics caused by CONTRACTOR during pipe placement shall be repaired at <br />the expense of CONTRACTOR. <br />E. A minimum of 5 feet of Low Volume Solution Collection Fill and Drain Cover Fill shall be placed <br />over the top of the pipe before crossing with rubber-tired construction equipment. If pipe becomes <br />crushed during or after installation by CONTRACTOR's equipment or methods of construction, the <br />pipe shall be replaced by CONTRACTOR, at no additional cost to CC&V. The CONTRACTOR <br />will be required to demonstrate to MANAGER that the equipment and procedures used are not <br />detrimental to the piping, at no additional cost to CC&V. <br />F. CONTRACTOR shall hold pipes in place with sand bags, or other methods approved by <br />MANAGER, until the Low Volume Solution Collection Fill and Drain Cover Fill has been placed. <br />Directly before placement of the Low Volume Solution Collection Fill and Drain Cover Fill, the sand <br />bags will be removed. <br />G. Secondary or tertiary High Volume Solution Collection pipes will be attached to the primary pipes <br />with plastic ties or other method approved by MANAGER and CERTIFYING ENGINEER. <br />*** END OF SECTION *** <br />• <br />Section 02710 <br />Piping <br />Page 3 of 3 <br />September 3, 2008 <br />Revision 1 <br />SAProjects\1125 CC&V Phase 5 VLF\I - Tech Specs\Arequa IFC Specs\02710.r1.doc