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l ' � <br /> • Plans contain"Suggested Quality Assurance Provisions". We recommend the <br /> Owner and Contractor abides by these provisions to confirm actual site <br /> conditions and assure satisfactory wall performance. <br /> • A geotechnical report and recommendations were not provided. The retaining <br /> wall engineer assumes soil properties for the retained/foundation soil and <br /> bearing capacity. Similar to the previous comment; Owner and Contractor <br /> needs to follow quality assurance provisions and consider global stability. <br /> • This review also includes a check for conformance to the Minnesota State <br /> Building Code requirements for minimum factors of safety for structure <br /> overturning and sliding. Plans indicate code requirements for safety factor but <br /> calculations were not provided. <br /> END <br /> Page 2 of 2 <br />