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1205 CRAFTSMAN WAY PORT INFRASTRUCTURE 2016-01-01 MF Import
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1205 CRAFTSMAN WAY PORT INFRASTRUCTURE 2016-01-01 MF Import
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Last modified
2/12/2017 12:53:14 AM
Creation date
2/12/2017 12:52:51 AM
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Address Document
Street Name
CRAFTSMAN WAY
Street Number
1205
Tenant Name
PORT INFRASTRUCTURE
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PORT OF EVERETT SECTION OZ321 <br /> NORTH MARINA REDEVELOPMENT EXCAVATING,BACRFILLING,AND <br /> SHAL1-OW SOIL VCP CLEANUP ACTION COMPACTING FOR U�R G'�TU�RES <br /> 6. Support adjacent structures,including utilities and pipe chases,which <br /> may be damagcd by excavaring work. <br /> C. General Excavation: <br /> 1. Pecform excavarion to depths,lines,and grades indicated. <br /> 2. Pilc uench excavated material so suxface water is prevented fcom <br /> flowing into excavarion and there is min;mum inconvenience co <br /> public ccavel. Provide continuous and free access to fire hydranu, <br /> water valves,mcters,and private driveways. Lcave cicuance to <br /> rnable fxee Elow of storm watei in guttets,conduits, and natural water <br /> courses. <br /> 3. Remove and ceconstruct uriGries as zequued to perfocm Work. <br /> 4. Do not intecfece with or excavace wiclvn pcessuce prism of <br /> foundations. Pzessure prism is defined as a 2 horizonral to 1 vcttical <br /> line projected from Cooring Uottom. <br /> � Pceven�movement uf soIl in azeas suppocring existing foundations, <br /> slabs,poles,underground udlities,uees,pipelines,oc ocher scrucrures. <br /> G. Correct unaurhorized excavarion at no cosc co Poct. <br /> 7. Schedule work co indude backfilling of trenches Uy compledon of <br /> cach shik. <br /> D. Trench rxeavation: <br /> 1. Unless othecwise indicares, escavations are open cut. <br /> 2. Immediatdy repair leaks oc bzeaks caused by construcdon operacions <br /> at�o cost to Pon and in a matter acceprable to Engineer and utiliry <br /> owner. <br /> 3. Cont�ol side walls of excavation to minimize caving. <br /> 4. ]n dte evcnt the maximum allowable ucnch widch is exceeded and <br /> depending on depch of trench,improve pipe bedding by utilizing <br /> concze[e,CDF or othec bedding materials as directed by Engineer. <br /> 5. Ex:a��ate uench bottom to lines and grades shown wich pxoper <br /> allou�ance for pip�tl»cl:ness and pipe bedding. Do not pecmit <br /> material containing rocks or cobbles lazger than 2 inches in mar.imum <br /> 02321-6 CONTRACT RECORD <br /> OOCUMENT <br />
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