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<br />SP86-009 <br />Printing Enterprises, Inc. <br /> <br />- 10 - <br /> <br />March 24, 1986 <br /> <br />D. REMARKS <br /> <br />D.1. Basis of Recommendations: The analysis and recommendations <br />submi tted in this report are based upon the data obtained from <br />thirteen (13) soil borings performed at the locations indicated <br />on the attached sketch. Variations may occur between these <br />borings, the nature and extent of which may not become evident <br />until construction. If variations are encountered, it will be <br />necessary to make a re-evaluation of the recommendations of this <br />report after performing on-site observations during the construc- <br />tion and noting the characteristics of any variations. Such <br />variations may result in additional foundation costs and it is <br />suggested that a contingency be provided for this purpose. <br /> <br />To permit correlation of the soil data obtained to-date with the <br />actual soil conditions encountered during construction and to <br />provide cont inuing professional respons i b il i ty fo r the confor- <br />mance of the construction to the concepts originally contemplated <br />in this report and to the plans and specifications, it is recom- <br />mended that we be retained to develop and perform the necessary <br />observation and testing program for the excavation and foundation <br />phases of the project. <br /> <br />If others perform the recommended observations and/or testing of <br />construction, professional responsibility becomes divided since <br />in doing so, they assume responsibility for verifying that the <br />soil conditions throughout the construction areas are similar to <br />those encountered in the borings or recognizing variations which <br />would require a change in recommendations. <br /> <br />D.2. Plan Reviewal: This report is based on the preliminary <br />design of the proposed structure as submitted to us for the pre- <br /> <br />l RRIIUn'j <br />