1205 CRAFTSMAN WAY PORT INFRASTRUCTURE 2016-01-01 MF Import

PORT OF EVERET: SECTfON 02510 NORTH MARIN=REDEVELOPMENT WATER DISTRIBUTION gI-IpI,I.OW SOIL VCP CLEANUP ACTION trench wall. Place PE shecring between pipe and concretc. Form blocking should not obstruct access to pipe joints oi 5t ings. Size thtust block pu City of Evecar Standazd detail.'Increase thzust blocking size foc existing soils condirions as directed by Engineer. No additional payment will be made for increased thcust block sizes that may be required due to low bcaring capaciry of native soils. E. Polyethylenc Encascmenr. 1. Insrall polyethylene encasemcut on ductile iron pipe and fittings in accordance u7th AW�Y/A C705. F. Resuained Joints: 1. Piovide res�rained joinu at fire hydcant laterals and othcr locations where shown on Dcawings. Rest�ained joints may be used at vertical bends in lieu oE gra��ry thnut block. Install]engths of cestrained pipe from each side of 5ttings at vertical bends as indicated on Drawings or as dctermined bp Engineer. Minimum 45 feet of restcained joint pipe each side of restcained fitting. Install pec manufaceucer's recommendations. G. Conncction To Esiscing�Vatez Mains By Cut—In (Pcivate Watec Systcm): 1. Connection to cxisting pzivate uaur system shall be made by Contractor. 2. L-xpose exisung pipe and verify diamecer and pcopa material t��pe and sizes prior to beginning\7Vock. 3. Do not connect new constcucrion to exisring system until system is pcessure tesmd,disinfected, flushed,purity tested,and approved by Architecc. 4. Use prt-chlorinated pipe valves and fitdngs. 5. \Urap valvcs, Lttings and pipe wich two laycis of PE Film extending a minimum of 3 fecc each side of crntet of cut-in. Overlap joints in fiLn minimum 6 inches. H. Connection To Lxisring\K/ater Mains By Cuce-In (Ciry Watec Syscem): 1. Conncction to exisdng City water system shall be made by City personncl. o2sio-ii CONTRACT RECORD DOCUMENT