1111 CRAFTSMAN WAY 2016-01-01 MF Import

i � If important changes are raade aRer the date of this report, GeoEngineers should be given the opportunit}' to revicw our interpretations and recommendations :+nd provide written modifications or confirmation, as appropriate. SUBSURFACE CONDITIONS CAN CHANGE This geotechnical or geologic report is based on wnditions that existed at the time the study was performed. The findings �nd conclusions of this repoR may be affected by the passage of time, by manmade events such as construction on or adjacent to the site, or by natural events such as iloods, earthquakcs, slope instability or groundwater fluctuations. Always contact GeoEngineers before applying a report to determine if it remains applicable. �I MOST GEOTECHNICAL AND GEOLOGIC FINDINGS ARE PROFESSIONAL OPINIONS Our interpretatious of subsurface conditions are based on field observations from widely spaced sampling I locations at the site. Site exploration identifies subsurface conditions only at those points where subsurface tcsts are conducted or samples arc taken. GeoEngineers reviewed field and laboratory data and then applicd our professional judgment to rendcr an opinion about subsurface conditions throughout � the site. Ac'ual subsurface conditions may differ, sometimes significantly, from those indicated in this � report. Our report, conclusions and interpretations should not be conshved as a w�arranty of the subsurface conditions. � GEOTECHNICAL ENGINEERING REPORT RECOMMENDATIONS ARE NOT FINAL I Do not over-rcly on the preliminary constructinn recommendations included in this repon. 'Chesc recommendations are not final,because they were developed principally &om GeoEngineers' professional judgment and opinion. GeoEngineers' recommendations can be finalized only by observing actual subsurface conditions revealed during construction. GeoEngineers cannot assume responsibility or iliabiliry for this report's recommendations if we do not perform construction observation. Sufficient manitoring, testing and consultation by GeoEngineers should be provided daring construction I to confirm that the wnditions encountered are consistent wi[h those indicated by Ihe explara[ions, to provide recammcndations for design changes should thc conditions revealed during the work differ from those anticipated, and [o evaluate whether or not ear[hwork activities are completed in accordance with our rccommendations. Retaining GeoEngineers for construction observation for this project is the most eCfective method of managing the risks associated with unanticipated conditions. A GEOTECHNICAL ENGINEERING OR GEOLOGIC REPORT COULD BE SUBJECT TO MISINTERPRETATION A4isinterpretntion of this report by othcr design team members can result in cosdy problems. You could lower that risk by having GeoGnginecrs conCer �vith appropriate mcmbcrs of the design team aticr submitting the rcport. Also rctain GcuEngineers to review pertinent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical enbineering or geologic report. Reduce that risk by having GeoGngineers participate in pre-bid and preconstruction confcrences, and by proeiding construction observation. File No./?65?-I)01-00 Page B-2 �iEOENGINEERS� �I NovemGcr6.?006