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PORT OF EVERE'I'I' SECTION 02i21 <br /> NORTH MARINA REDEVELOPMENT EXCAVATING,BACKFILLING,AND <br /> gHpI.LOW SOIL VCP CLEANUP ACTION COMPACTING FOR UTILIU�SU�D <br /> 2. Construcuon Crew Foreman:Minimum ]0 ycazs'working cxperience <br /> and G years'expezience as Eozeman pecfonning similaz wock. <br /> B. Work and material shall bc per WSDOT Srandard Specifications. <br /> C. Comply with City of Everett Standards. <br /> 1.05 PROJECT SITE CONDITIONS <br /> p, Existirtg Condidons:Existing on-sice soils are moistuce sensitive, see <br /> geotechnical report. <br /> PART2—PRODUCTS <br /> 2.01 GENERAL <br /> A. Comply with Ciry of Everett Standards <br /> B. Comply with\VSDOT Standard Specificauons <br /> 2.02 NfATERIALS <br /> A. Struerural Fill: Pcz Secdon 023000 <br /> B, Foundabon Material: Per WSDOT Standard Specifications Secd m 9-03.17, <br /> Class A. <br /> C. Drain Rock:Per WSDOT 9-03.72(5). <br /> D. Bedding D4acciial foc Pipr. Conform to�X�SDOT Standard Secrion 9- <br /> 03.12(3). <br /> �. Conuol llensity Pill (CD�: Uniform,excavatable, flowable,cohesive,non- <br /> Uleeding,lo�v streng-,h conactc mix,such as Cadman "Pro-Flo�d' or equal, <br /> concaining a stable aii generaror,such as u7.R Grace"Danfill" or equal. <br /> Proportion CDF mix design so in-place stcength does not exceed 200 psi <br /> during the life of fill and mia sets �vithin six hours of placemcnc. <br /> 2.03 SOURCE QUALiTY CONTROL <br /> A. Provide sieve analysis pcz ASTM D422 for each matecial type. <br /> 13. Perform tests and analyses of aggregar. mamrial per\VSDOT Standacd <br /> Speci6cauons. <br /> 02321-3 CONTRACT RECORD <br /> DOCUMENT <br />