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353 Main Street Apartments <br />Redwood City, California <br />May L, 2018 <br />(Original Report Dated November L8,20L6) <br />1.0 INTRODUCTION <br />Site Setting <br />The subject property is an irregular shaped parcel located at 353 Main Street in Redwood City, <br />California (APN 052-383-370). The site area has a latitude of 37.4914"N and a longitude of <br />L22.2263"W (See Figure L). <br />Site Description <br />The subject site is located in the eastern part of Redwood City (adjacent to the San Francisco Bay) <br />less than %-mile southwest of Bayshore Freeway (US 101) and is currently occupied by a <br />rectangular shaped one story medical building in the northwest portion of the site. Redwood <br />Creek wraps around the northern and east periphery of the site. The remainder of the site is <br />covered with an asphaltic concrete paved at-grade parking lot with minor landscape islands. The <br />site is bounded by a multi-story residential development to the northwest, Main Street to the <br />southwest, a medical office building and restaurant to the south, and Redwood Creek to the <br />north and east. <br />Project Description <br />Based on a review of the conceptual plans prepared by Withee Malcolm Architects, ¡t ¡s our <br />understanding that a new 6to7 story apartment building will be constructed to take up most of <br />the parcel. The proposed apartment building will include 4 to 5 stories of wood-framed <br />apartment buildings over two levels of at-grade parking garage. <br />Scope of Services <br />The scope of work for the geotechnical engineering study included general site reconnaissance, <br />subsurface exploration, laboratory testing of selected samples, corrosion testing, engineering <br />evaluation of the data collected, and preparation of this report. The analysis and subsequent <br />recommendations were based on our understanding of the proposed development at the subject <br />site and our experience with projects of a similar nature. <br />The report and recommendations are intended to comply with the considerations of Section <br />L803 of the California Building Code (CBC) ,2016 Edition, and common geotechnical engineering <br />practice in this area at this time under similar conditions. The laboratory tests were performed <br />in general conformance with the standards noted, as modified by common geotechnical practice <br />in this area at this time under similar conditions. <br />L301842-001 1610-038.SER.REV2 <br />7.B. - Page 59