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content for each change in soil type should be determined in accordance <br />ASTM D 1557. A representative of the project consultant should be preset <br />grading operations to verify proper placement and compaction of all fill, as <br />compliance with the other geotechnical recommendations presented herei <br />Additional Services Required <br />Priority Engineering Group shall be called to provide the following services. <br />CITY OF SANTA ANA <br />Plannin and Building Agency <br />1602 �V Brook St <br />anta Ana CA 92703 <br />Fp PAFpRproved <br />:li Test Ivlet�iodISSUANCE <br />t on -site during <br />tokt-*$ Itp`. verify <br />Date: <br />All earthwork to be performed under the observation and testing of the Geotechnical Engineer or <br />Engineering personnel reporting to the Geotechnical Engineer. All earthworks, including excavation, <br />backfill and preparation of subgrade, should be performed in accordance with the geotechnical <br />recommendations presented in this report. All import fill material to be approved by Geotechnical <br />Engineer prior to importing to the site for use as compacted fill. <br />Conclusion <br />Development of the site, as proposed, is considered feasible from a Geotechnical Engineering <br />perspective, assuming the recommendations in this report are incorporated in the design and <br />implemented in the field. <br />When constructed in accordance with the specifications in this report the site will be safe and adequate <br />for the intended use. <br />7 <br />