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. I <br /> PORT OF EVERETT SECI'ION 02533 <br /> NORTH MARII`1A REDEVELOPMENT SANITARY SEWArE SERVICE i <br /> gI-IpLLOW SOIL VCP CLEANUP ACTION I <br /> by means of an appxoved connectoc or adaptoc of the compcession <br /> seal rype. <br /> 2. The connectoc oi adaproz shall be manufactuced of prrfonned <br /> elastomeric material conforming co the applicable sections of ASTM <br /> C425,C564 oi D18G9. <br /> 3, The compcession joint connector or adaptoz shall be insalled as <br /> zecommended and specified by the Manufactucer. <br /> 4. Comply wich Ciry of Everett Standacds. <br /> D. Castings: <br /> 1. I.oad carings: 60 KIP WHEEL LOAD. <br /> 2, I.ocking typc. <br /> 3. Comply�vith Ciry of Everett Standards. <br /> �. Tcacer Wire and Tracec Tape: <br /> 1. Tracer wire shall be TIX�HN or'IltiHl-i #10. Tape shall be sewer <br /> cracec tape or magncric scwcr traccr tape. <br /> PART 3—EXAMINATION <br /> 3.0] LX.AMINATIOi� <br /> A. Sitc Vcrificauon of Conciitions: <br /> 1. Verify excavation is rcady to receive V✓ork and cxcavauons, <br /> dimensions,and elevarions as indicated on Drawings. <br /> 2. Verify exisdng utilirics have been markcd. <br /> 3. Vuify erosion contzol is in place and operating pcopecly. <br /> 4. Verify inverts at points of connection and vecify minimum grade can <br /> be maintained. Pothole,expose pipes,detecmine invert elevarions, <br /> ceriEy dimensions, and inform Port's representarive of deviarions <br /> affecting design priot to mobilizing ccews and beginning <br /> construcrion. <br /> o2s33-a CONpO UMENT RD <br />