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(1) Consult ation with designp rofessionals during the design Qhases. This is important to <br />• <br /> ensure that the intentions of our recommendations are properly incorporated in the <br />design, and that any changes in the design concept properly consider geotechnical <br />aspects. <br />(2) Observation and monitoring during constriction. A geotechnical engineer from our firm <br />should observe the excavation, earthwork, and foundation phases of the work to <br />determine that subsurface conditions are compatible with those used in the analysis and <br />design. Placement of structural fill should be observed and tested to judge whether the <br />proper placement conditions have been achieved. <br />(3) Future Desien-Level Studies. R'e should be contacted to perform final design-level <br />studies, particularly for structures situated in filled areas, or for structures that will be <br />• substantially changed with respect to location or scope from those anticipated for this <br />iepOrt. <br />LIl~IITATIONS <br />This report has been prepared in accordance with generally accepted geotechnical <br />engineering principles and practices in this area at this time. We make no other warranty either <br />expressed or implied. The conclusions and recommendations submitted in this report are based <br />upon the data obtained from the exploratory borings drilled at the locations indicated on the <br />report figures, the proposed type of construction and our experience in the area. Our findings <br />' include interpolation and extrapolation of the subsurface conditions identified at the exploratory <br />borings. <br />• <br />34 <br />