Laserfiche WebLink
Lutzky Associates Development, LP - Geotechnical Investigation <br />MACTEC Project 4953-03-2631 <br />September 18.2003 <br />• Collect and submit soil samples for required or recommended laboratory <br />testing when necessary; <br />• Observe the fill and backfill for uni formity during placement; <br />• Test backfill for field density and compaction to determine the percentage of <br />compaction achieved during backfill placement; <br />• Observe and probe foundation materials to confirm that suitable bearing <br />materials are present at the design shallow spread-type foundation depths; and <br />• Observe the installation of driven piles to verify that the required driving <br />criteria and embedment depth are obtained (i f necessary). <br />The governmental agencies having jurisdiction over the project should be notified prior to <br />commencement of grading so that the necessary grading permits can be obtained and arrangements <br />can be made for required inspection(s). The contractor should be familiar with the inspection <br />requirements of the reviewing agencies. <br />7.0 GENERAL LIMITATIONS AND BASIS FOR RECOMMENDATIONS <br />Our professional services have been performed using that degree of care and skill ordinarily <br />exercised, under similar circumstances, by reputable geotechnical consultants practicing in this or <br />similar localities. No other warranty, expressed or implied, is made as to the professional advice <br />included in this report. This report has been prepared for The First American Corporation and <br />their design consultants to be used solely in the design of the proposed Data Center. The report <br />has not been prepared for use by other parties, and may not contain sufficient information for <br />purpose of other parties or other uses. <br />The recommendations provided in this report are based upon our understanding of the described <br />project information and on our interpretation of the data collected during our current and prior <br />explorations. We have made our recommendations based upon experience with similar subsurface <br />conditions under similar loading conditions. The recommendations apply to the specific project <br />discussed in this report; therefore, any change in the structure configuration, loads, location, or the <br />site grades should be provided to us so that we can review our conclusions and recommendations <br />and make any necessary modifications. <br />33