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Traffic Surcharge or Building Surcharge <br /> (Where Applicable) <br /> 1111111 <br /> -41 <br /> Active <br /> 4 Earth 4 <br /> 4 Pressure i <br /> 4 4 <br /> H NOTE: <br /> (Wall Height) 4 See text for recommended <br /> 4 -4 Slope Backfill and At-Rest <br /> Pressures. <br /> 41 4 <br /> Neglect Upper 2 feet 4 <br /> of Passive Pressure <br /> -41 4 <br /> EFP=30p . <br /> Excavation Level <br /> Ilk Passive ? g Surcharge <br /> Earth ? p (Where Applicable) <br /> Pressure 0 ° °a <br /> G. <br /> D= Pile Embedment ' <br /> (per Structural Eng.) ► 0 c <br /> ►^c a SCHEMATIC ONLY-NOT TO SCALE <br /> EFP=400pcf <br /> ► ° J NOT A CONSTRUCTION DRAWING <br /> NOTES: Earth y 1 :Solutions NWLLc <br /> Solutions : - <br /> Diagram for pressure distribution illustration NWug rgEngineering.Construction Monitoring <br /> only, not a design drawing. u?nd 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. MRS Date 06/10/2016 Proj. No. 0599.06 <br /> Checked BJP Date June 2016 Plate 3 <br />