820 WAVERLY AVE 2018-01-02 MF Import

__ i i � ' � �r ' � � GE0IECHIVICAi. ENGiNEERING STUDY i � EVERETT COMMUNITP COLLEGE DAY CARE CENTER � EVEREI7', WASHING'!`UN • E-4Z12 � � INTRODUCfI4�[ � , � Proiect�scri4lioIl The subject site is located at northwestern rnrner of Waverly Avenue and Tower Street, Everett, Washington approximately as indicated on the Vicinity Map, Plate 1. The purpose of this study is to explore the existing subsurface rnnditions at the site and, on this basis, I to develop geotechnical recommendations for the proposed site development. At the time our study was petformed, the site, proposed building locsstions, and our exploratory locations were approximately as sho�� the Test Pit I.ocation Plan, Plate 2. � We understand that the structure will be two- ory building. We have estimated the design � loads, based on our past experience. The mum dead and live loads are expected to be as follows: � Walt loads - 3 kips per linear foot � Cc�lumn loads - 30 kips • Slab loads - 150 psf If any of the above design criteria change, we should be consulted to review the recommendations contained in this report. In any case, we recommend that Eanh Consultants, L�c. (ECI) be retained to perform a general review of the Cnal design. ,S�pAg �f Services We performed this study in general aceordance with the scope of services outiined in our November 22, 1988 proposal. On this basis, our report addresses: • subsurface soil and groundwater conditions; • suitability of existing on-site materials for use as fill, or recommenda- tions for imponed �ll materials; • site preparation, grading and earthwork procedures, including details of fill placement and compaction; • short-term and long term groundwater management and erosion control measures; Earth Consultants, Inc. l