Laserfiche WebLink
Mater Dei High School October 20, 2023 <br />Proposed Dance Studio, Santa Ana, California Project No. 3204.I <br />3204-I-01R (10/23) 16 <br />5.0 LIMITATIONS <br />This report, exploration logs, and other materials resulting from my efforts were prepared <br />exclusively for use by Mater Dei High School and their consultants in designing the <br />proposed development. The report is not intended to be suitable for reuse on extensions <br />or modifications of the project or for use on project other than the currently proposed <br />development as it may not contain sufficient or appropriate information for such uses. <br />Soil deposits may vary in type, strength, and many other important properties between <br />points of exploration due to non-uniformity of the geologic formations or to man-made cut <br />and fill operations. While we cannot evaluate the consistency of the properties of <br />materials in areas not explored, the conclusions drawn in this report are based on the <br />assumption that the data obtained in the field and laboratory are reasonably <br />representative of field conditions and are conducive to interpolation and extrapolation. <br />Furthermore, our recommendations were developed with the assumption that a proper <br />level of field observation and construction review will be provided during grading, <br />excavation, and foundation construction. If field conditions during construction appear to <br />be different than is indicated in this report, we should be notified immediately so that we <br />may assess the impact of such conditions on our recommendations. If construction phase <br />services are performed by others, the client and new geotechnical firm must accept full <br />responsibility for all geotechnical aspects of the project, including this report. <br />Our investigation and evaluations were performed using generally accepted engineering <br />approaches and principles available at this time and the degree of care and skill ordinarily <br />exercised under similar circumstances by reputable geotechnical engineers practicing in <br />this area. No other representation, either expressed or implied, is included or intended in <br />our report. <br />Respectfully submitted, <br />Geotechnical Professionals Inc. <br />James E. Harris V, P.E Donald A. Cords, P.E, G.E. <br />Project Engineer Principal <br />1202 W Edinger <br />Ave10/3/2024