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will correspond with the City and the design team in the form of emails,fax, and <br /> telephone calls, as necessary. <br /> Assumptions: <br /> • No subsurface explorations will be completed. <br /> • No detailed soil structure interaction analyses will be completed as part of this work. <br /> • Structural foundation analysis will be performed using FHWA soil spring guidelines <br /> for spread footings. <br /> Deliverables: <br /> The CONSULTANT will provide a Technical Memorandum describing the geologic/geotechnical <br /> conditions, geologic hazard assessment (i.e. slope stability, liquefaction, and settlement), <br /> ranges of static and dynamic soil properties for bracketing analyses, geotechnical foundation <br /> assessment, and ground motion hazard response spectrum to be used in the structural analysis. <br /> (PDF and (1) hard copy) <br /> Maple Heights Bridge Seismic Retrofit 13 <br />