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1202 SHUKSAN WAY 2018-01-01 MF Import
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1202 SHUKSAN WAY 2018-01-01 MF Import
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Last modified
4/3/2019 3:42:29 PM
Creation date
3/9/2017 7:53:05 PM
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Address Document
Street Name
SHUKSAN WAY
Street Number
1202
Imported From Microfiche
Yes
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( � I <br /> � . , <br /> If imponant changcs arc made nfler the Jcite of ihis reExttl, GeoEnginecrs should he givcn ihc <br /> I opponunity la rcvicw our in�crprctations and recommcndations and procidc �vrittcm m�dificalions <br /> or confimiation,as appropriatc. <br /> i SUBSURFACE CONDITIONS CAN CHANGE <br /> This geoiechnical or eeolocic report is bascd on condilinns Ihat c�istcd at the timc ihc stud� <br /> I �ras perfornicd. l'lie findines and conclusions of this npon may bc a(7ccted by thc passagc of iimc, <br /> by manmade e��cnts such as construction on or .idjacent to Uic sita or hy natural cvcn�s such as � <br /> iloods, earthquakes, slope instabiliry or ground ���atcr iluctuations .4h��oys wntact GcoGnginccrs y <br /> Ibefore applying a report to determine if it rcmains applicable. � <br /> MOST GEOTECHNICAL AND GEOLOGIC FINDINGS ARE PROFESSIONAL <br /> I OPINIONS <br /> Our interprctations of subsurface conditions are based on field obsen�ations from widely spac.J <br /> � sampling locations at the site. Site exploration identifies subsurface conditions only at those points <br /> � ��•here subsurface tests are conduc�ed or samples are taken. GeoEneineers revie���ed ficld and <br /> Iaboraiory data and then applied our profcssional judgmcn[ to rcnder an opinion about subsurfacc <br /> conditions throughout the site. Actual subsurface conditions may difTcr, sometimes significandy, <br /> � from those indicated in this mpoR. Our rcport, conclusions and interpretations should not be <br /> � constnied as aµ•arranty of the subsurface conditions. <br /> GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS ARE NOT <br /> FINAL <br /> ( Do not over-rely on the preliminary construction rccommendations includcd in this report. <br /> Tliese recommcndations are not final,because they���ere developed principally from GeoEngineers' <br /> � professional judement and opinion. GcoEncineers' recommendations can be finalized only by <br /> obsen•ing acmal subsurface conditions revcaled during construction. GcoEngineers cannot assumc <br /> I responsibility or liabiliq� for this report's rccammenda[ions if we do not perfortn construction <br /> observation. <br /> Sufficicnt monitoring, testing and consultation by GeoEngineers should be provided during <br /> � construction to confirm that the conditions encountered are wnsistent with those indicated by the i <br /> c�plorations,to provide recommendations for design changes should the conditions revcaled durinc <br /> the work differ from those anticipated, and to evaluate whether ur not earthwork activities are <br /> ' completed in accordance ���ith our recommendations. Retaining GeoEngineers for construction <br /> obsen�ation for this project is the most eflective method of managine the risks associated ��ith <br /> � unanticipated conditions. <br /> A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT COULD BE <br /> I SUBJECT TO MISINTERPRETATION <br /> Misinterprctation of this report by other design team members can resul[ in costly problems. <br /> You could lower that risk by having GeoEngineers confer with appropriate members of the desien <br /> G c o E n g i n c c r s B-Z File No.7584-(102-00-I130\050101 <br /> � 4�x <br />
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