5900 36TH AVE W SEPA 016 - 035 - SOUNDVIEW BUSINESS CAMPUS - VERITAS Geotech Report 2025-04-14

I Building B I (FF Elev. 424') B _ Parking Lot I ' I 420 /‘ 420 ;112 o o d (2H : 1V Slope Max.) m U o c of Existing Gradeiiii — o c 0 390— (2H : 1V Slope Max.) ______--- —r'�`- 390 o pp I _- B-5 -------------- Proposed Wall Proposed Bench Keyed 3 _ ----------------- 42 Roadway and Sidewalk Into Existing Slope _ o W 92 iI n - 5 0 ------------ 50/6" roposed Wall - W U w IL, 50/6" o oz 360 Building C Cut 50/6" 360 0 u) I (FF Elev. 344') 50/6" ~ - _i_____ - W Parking Lot 5os" t Proposed Wall w W 50/6" - W I lk 50/6" 50/6" 330 Finish Grade — 330 J o - 3c z ° _ V C u In 300 300 u° c E I .1 I I , = 2 o NOTE:The stratification lines shown on this cross section represent t=3 the approximate boundaries between soil types.The actual transitions u p z I Horizontal Scale 0 15 3 0 6 0 may be either more gradual or more severe.They are based on our 1"=30' Scale in Feet interpretation of the subsurface conditions encountered at the individual s test locations and our judgement and experience.ESNW cannot be responsible for the interpretation of the data by others. I0 1 5 30 6 0 NOTE:The graphics shown on this plate are not intended for design Drwn. By Vertical Scale purposes or precise scale measurements,but only to illustrate the GLS 1"=30' Scale in Feet approximate test locations relative to the approximate locations ofI Checked By existing and/or proposed site features.The information illustrated is largely based on data provided by the client at the time of our BJP study.ESNW cannot be responsible for subsequent design changes Date ' or interpretation of the data by others. 06/10/2016 NOTE:This plate may contain areas of color.ESNW cannot be Proj. No. responsible for any subsequent misinterpretation of the information 4011.03 I resulting from black&white reproductions of this plate. Plate 4 I