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Geotechnical Report <br /> Yroposed Student Housing: 931 Broadway Street, Everett, Washington <br /> December 8, 2015 <br /> A! �'�,:.._�r��� •'�y -� <br /> .� � ��� .,'� '"" �; „�: �`' �.�'J� �.,..r <br /> � � ; ;� <br /> y����!?� ��� � f- r�..'.�+�<:t. <br /> �• � :,� <br /> , <br /> � ti;� <br /> Ma <br /> B li ( , � �i - � �,- <br /> • � � � � .v � � � <br /> �`�- � .� __� � ��� �� - _._ ��t: P�� <br /> , �,��_ �,,,,,,�---�..2__.;.f "'�~� <br /> , . _ <br /> ��IJ �'"` <br /> ���....�� � .� "� e <br /> � ,.,, <br /> � <br /> �„_r�' L����. " � ,„, <br /> .a r�-:.: ,; '..� - . . �r �� '- <br /> '.,;;8Y 7 F r�,*a a Sk-rda. b & �' � <br /> � �� � �� ,��,x�� ..:3. 1 �'t� <br /> g **ri'��i�. 'Y <br /> E <br /> Plate 2: Upper parking lot, viewed from southwest corner of the property to the northeast. <br /> "C'he site is relatively flat along the west and east property lines, but slopes down gently <br /> ii-om the west to the east, with about l 1 feet of elevation change across the site. The site <br /> contains an apartment building and asphalt parking, and is vegetated with trees and <br /> landscaping shrubs. The existing apartment building will be demolished to make way for <br /> the proposed development. Plates 1 and 2 (above) illustrate the general site conditions. <br /> "�he proposed building will be five- and five-story high and will be constructed at or near <br /> • existing site grades. Typical building cross sections are shown on the attached Figure 2. <br /> 'Che proposed building will be of relatively lightly loaded wood frame construction with a <br /> - slab-on-grade floor. As a result, the excavation will be relatively minor. <br /> The conclusions and recommendations in this report are based on our understanding of <br /> lhe proposed development, which is in turn based on the project information provided. If <br /> ihe above project description is incorrect, or the project information changes, we should <br /> be consulted to review the recommendations contained in this study and make <br /> �nodifications, if needed. In any case PanGEO should be retained to provide a review of <br /> ihe final design to confirm that our geotechnical recommendations have been correctly <br /> interpreted and adequately implemented in the construction documents. <br /> 15-275 931 E3roadway,Everett P1�E 2 PanGEO, IIIC. <br />