Laserfiche WebLink
J. H. KLEINFELDER & ASSOCIATES File No. S-2599-1 <br /> March 3, 1983 <br /> Page 11 <br /> 1. Continuous observation and testing during site <br /> preparation, grading, and placement of <br /> engineered fill. <br /> 2. Observation of footing excavations prior to <br /> placement of reinforcing steel. <br /> 3. Consultation as required during design and <br /> construction. <br /> Our firm necessarily cannot assume responsibility for construction compliance with <br /> our recommendations unless we have been regained to perform the observations and <br /> tests during construction. In the event that our recommendations are interpreted by <br /> others, we take no responsibility for such interpretations unless we are afforded the <br /> opportunity to review the situation and respond in writing. <br /> LIMITATIONS <br /> The recommendations made in this report are based on the results of our field <br /> explorations, laboratory tests, a.d our understanding of the proposed construction. The <br /> soils data from which this report was prepared are based on the results of four <br /> exploratory backhoe pits made for this investigation. It is possible that variations in <br /> the soil conditions could exist between or beyond the points of exploration. Therefore, <br /> if any soil conditions are encountered during construction which differ from those <br /> assumed in preparation of this report, our firm should be notified so that we can <br /> review the situation that exists, and modify our recommendations if needed. <br /> J. H. Kleinfelder & Associates has prepared this report for the use of Sanguinetti <br /> & Arnaiz for design purposes in accordance with generally accepted soil and foundation <br /> engineering practices. No other warranty, expressed or implied, is made as to the <br /> professional advice included in this report. <br /> This report is also issued with the understanding that it is the client's <br />