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I <br /> CITY OF EVERETT SPECIAL PROVISIONS <br /> ' 7-17.3 Construction Requirements <br /> 7-17.3(2) Cleaning and Testing <br /> 7-17.3(2)G Deflection Test for Thermoplastic Pipe <br /> Revise the first sentence of 7-17.3(2)G to read as follows: <br /> After trench backfill and compaction are completed, perform deflection testing if CCTV <br /> testing reveals thermoplastic pipe being out of round. <br /> 7-17.3(2)H Television Inspection <br /> Delete all three paragraphs of 7-17.3(2)H and substitute the following: <br /> After trench backfill and compaction are completed the City will use their CCTV camera <br /> to inspect the interior of mains and the interior of existing lines having Contractor <br /> installed new manholes or new side sewers or both. Provide the City with three business <br /> ' days notice for each CCTV request. Begin final roadway surfacing AFTER notice from <br /> City Inspector of City Sewer Department approval of the CCTV inspection. <br /> Prior to arranging with City for CCTV inspection, perform the following: <br /> ' Clean lines and structures of all debris, <br /> Channel manholes inverts. <br /> ' Seal pipes entering structures according to these Special Provisions. <br /> Correct deficiencies noted by the City Inspector and the CCTV inspection results to the <br /> satisfaction of the Engineer. <br /> City will bear initial inspection costs. Contractor shall be responsible for re-inspection <br /> costs if CCTV equipment will not pass through the lines or structures on initial inspection. <br /> City will deduct cost for follow-up re-inspection after correction of deficiencies from <br /> Contractor's final payment on a direct cost basis. <br /> 7-17.3(2) Cleaning and Testing <br /> Supplement 7-17.3(2) by adding the following: <br /> ' 7-17.3(2)1 Final Acceptance <br /> (******) <br /> City will require successful completion of the following items prior to issuing final acceptance, <br /> including, but not limited to: <br /> 1. Passing low pressure air testing. <br /> 2. Backfill and compaction in accordance with COE Standard Drawings No. 610, 611 <br /> and 615. <br /> 3. Line and grade to the tolerance of 7-08.2(2)B. <br /> 4. Manholes to the invert elevation, fully channelized, and cleaned. <br /> 5. Manhole casting set to final grade. <br /> 6. Manhole construction in accordance with 7-05.3. <br /> 7. Lines free of debris and obstructions. <br /> 8. Bell and spigot joints properly seated as evidenced by successful completion of <br /> CCTV testing. <br /> 9. HDPE bead removal, where required, is accomplished without leaving sharp and <br /> jagged edges. <br /> 7-17.4 Measurement <br /> ' Delete both paragraphs of 7-17.4 and substitute the following: <br /> ' SEI to SRI Intertie,SRO8 Rehab Division 7—STORM, SEWER WO No.—UP3714 <br /> SP-147 <br /> I <br />