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ame <br />• 5. 12-inch diameter "N-12" CPe pipe, as manufactured by Advanced Drainage Systems, Inc., <br />or an equivalent approved by MANAGER, DESIGN ENGINEER and CERTIFYING <br />ENGINEER. <br />6. 16-inch diameter "N-12" CPe pipe, as manufactured by Advanced Drainage Systems, Inc., <br />or an equivalent approved by MANAGER, DESIGN ENGINEER and CERTIFYING <br />ENGINEER. <br />7. 18-inch diameter "N-12" CPe pipe, as manufactured by Advanced Drainage Systems, Inc., <br />or an equivalent approved by MANAGER, DESIGN ENGINEER and CERTIFYING <br />ENGINEER. <br />8. 24-inch diameter solid SDR 11 HDPE pipe, as manufactured by DRISCOPIPE or an <br />equivalent approved by MANAGER, DESIGN ENGINEER and CERTIFYING <br />ENGINEER. <br />B. Leak Detection Pipe: <br />3-inch diameter, "Highway-Grade" CPe pipe, as manufactured by Advanced Drainage <br />Systems, Inc., or an equivalent approved by MANAGER, DESIGN ENGINEER and <br />CERTIFYING ENGINEER. <br />2. 3-inch diameter, solid SDR 13.5 HDPE pipe or an equivalent approved by MANAGER, <br />DESIGN ENGINEER and CERTIFYING ENGINEER. <br />• <br />C. Low Volume Solution Collection Pipe: <br />18-inch diameter solid SDR 11 HDPE pipe or an equivalent approved by MANAGER, <br />DESIGN ENGINEER and CERTIFYING ENGINEER. <br />2. 4-inch "Highway Grade" perforated corrugated polyethylene (CPe) pipe., as manufactured by <br />Advanced Drainage Systems, Inc., or an equivalent approved by MANAGER, DESIGN <br />ENGINEER and CERTIFYING ENGINEER. <br />D. Underdrain Pipe: <br />4-inch diameter "N-12" CPe pipe, as manufactured by Advanced Drainage Systems, Inc., or <br />an equivalent approved by MANAGER, DESIGN ENGINEER and CERTIFYING <br />ENGINEER. <br />PART 3: EXECUTION <br />3.01 INSTALLATION <br />A. CONTRACTOR shall install pipe according to MANUFACTURER'S recommendations. <br />B. CONTRACTOR shall take all precautions necessary to not damage the pipe during material <br />placement. CONTRACTOR may periodically be requested by MANAGER to verify that covered <br />• pipe has not been crushed. Costs associated with proving pipes have not been crushed shall be borne <br />by CONTRACTOR. <br />Section 02710 <br />Piping <br />Page 2 of 3 September 3, 2008 <br />Revision 1 <br />SAProjects\1125 CC&V Phase 5 WWI - Tech SpecsVkequa IFC Specs\02710.r1.doc