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Traffic Surcharge or Building Surcharge <br /> 1 (Where Applicable) <br /> 4 <br /> 41 <br /> 411 <br /> Active <br /> Earth 4111 <br /> 41 Pressure <br /> 41 41 <br /> H NOTE: <br /> -41 41 <br /> (Wall Height) See text for recommended <br /> 41411Slope Backfill and At-Rest <br /> Pressures. <br /> t 4 <br /> Neglect Upper 2 feet <br /> of Passive Pressure <br /> / ' <br /> 41 EFP=30pc . <br /> Excavation Level V _ <br /> Passive 2 ' C s Surcharge <br /> Earth o (Where Applicable) <br /> Pressure <br /> D = Pile Embedment OP" <br /> ° <br /> (per Structural Eng.) ►p <br /> °a O. <br /> EFP=400pcf SCHEMATIC ONLY- NOT TO SCALE <br /> NOT A CONSTRUCTION DRAWING <br /> NOTES: Earth h Solutions NWL.0 <br /> Solutions <br /> Diagram for pressure distribution illustration NWac •technical Engineering,Construction Monitoring <br /> only, not a design drawing. and Environmental Sciences <br /> Passive Pressure includes a factor of CANTILEVER & SINGLE TIEBACK WALL <br /> safety of 1.5. 3214 Broadway Avenue N. <br /> For adjacent building or traffic surcharge Everett, Washington <br /> see text. Drwn. GLS Date 01/14/2015 Proj. No. 0599.05 <br /> Checked RAC Date Jan. 2014 Plate 3 <br />