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J. H. KLEINFELDER & ASSOCIATES File No. 20-2925-01 <br /> June 16, 1987 <br /> Page 7 <br /> recommended compaction. <br /> In areas to receive asphaltic concrete, we recommend that the subgrade soils, to a <br />} depth of at least 6 inches be compacted at or near optimum moisture content, to a <br /> 7 minimum of 95 percent of the referenced test procedure. <br /> ADDITIONAL SERVICES <br /> The review of plans and specifications, field observations, and testing by J. H. <br /> Kleinfelder & Associates are an integral part of the conclusions and recommendations <br /> made in this report. If J. H. Kleinfelder & Associates is not retained for these <br /> services, the client agrees to assume J. H. Kleinfelder & Associates, responsibility for <br /> any potential claims that may arise during construction. The required tests, <br />} observations, and consultation by J. H. Kleinfelder & Associates during construction <br /> s includes, but is not necessarily limited to: <br /> 1. Continuous observation and testing during site preparation <br /> and grading, and placement of Engineered Fill. <br /> 2. Observation of footing excavations prior to placement <br /> of reinforcing steel. <br /> 3. Consultation as required during construction. <br /> The above listed testing and observations. would be additional services provided by <br /> our firm. The costs for these services are not included in our current fee <br /> arrangements. <br /> } LIMITATIONS <br /> P 1. The conclusions and recommendations of this report are for design purposes for the <br /> Golden Hills Subdivision project as described in the text of this report. The <br /> conclusions and recommendations in this report are invalid if: <br /> 1 <br />