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PORT OF EVERETT SECTION 02533 <br /> NORTH MARINA REDEVELOPMENT SANITARY SEWAGE SERVICE <br /> gHpI.LOW SOIL VCP CLEANUP ACTION <br /> 5, pio�idc equipme�t requircd to concrol Elow and convryance of <br /> sewage at conncctions to existing manholes and at locations whecc <br /> constxvction disrupts exis[ing sewec mains. <br /> ;. All PVC and conecete pipe,including side sewer stubs, shall have <br /> tracer u7re and sewet tracer tape. Tracer shall be 18 inches below <br /> ground level. <br /> D. Pressure Pipe Installarion (Polyethylene 2 inch to 4 inch diamaer): <br /> L Comply with Manufacturei s rccommrndarions. <br /> 2. Pie]d-adjust pipe rouung ro avoid conflicts and pcovide required <br /> slope. <br /> 3, Join pi�,e wich fittings,connectors,and fasteners pioviding Eull <br /> diameter flow. Heat Eusion is acceptable. <br /> 4, Minimum radius of curvature: Comply with Manufactutec's <br /> spcciEcation. Provide smooth transirions. <br /> 3A4 CLLANOUTS <br /> A. Comply wich City oE Lverett and�VSDOT Standards. <br /> B. Consavct plumb and levcl. <br /> C. Adjust top to finish grade. Verify top of cleanout elevarion. <br /> 3A5 5I'I'�TOL�RANCES <br /> �1, Variance from escabGslied Gne and grade fro g�l iry scwers shall noc bc <br /> greatec than 1/32 of an inch per inch oE pipe diameter and not ro exceed '/2- <br /> inch,provided that such vaziation does not result in a level or ceverse sloping <br /> im�cm,provided also that variation in t6c invea elevation between adjouung <br /> ends of pipe,due to non-concenuiciry of joining surface and pipe incerioc <br /> surface does not exceed 1/64 of an inch per inch of pipe diameter oc Y:-inch <br /> maximum. <br /> B. Allou•able deviation shall not be accumulative. <br /> CONTRACT RECORD <br /> 02533-6 DOCUMENT <br />