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• <br /> • <br /> • <br /> • <br /> • Traffic Surcharge or Building Surcharge <br /> • ll (Where Applicable) ll <br /> • — <br /> • • <br /> • 4 <br /> • • <br /> Active . <br /> • Earth <br /> • -.4 Pressure 4 <br /> • s-r 4 4 <br /> • H NOTE: <br /> (Wall Height) See text for recommended <br /> • j _, . Slope Backfill and At-Rest <br /> Pressures. <br /> • <br /> • Neglect Upper 2 feet <br /> of Passive Pressure <br /> • <br /> • 4 EFP=30pc . <br /> • Excavation Level 1 • _ <br /> • • Passive 2 t Surcharge <br /> Earth o s (Where Applicable) <br /> • Pressure <br /> • D = Pile Embedment <br /> • (per Structural Eng.) ►°o <br /> II : <br /> EFP=400 cf r'� SCHEMATIC ONLY- NOT TO SCALE <br /> • p ti° NOTA CONSTRUCTION DRAWING <br /> • IP- <br /> • <br /> • <br /> • <br /> • NOTES: • Earth ` <br /> • solutions lh Solutions NWLLC <br /> Diagram for pressure distribution illustration NWuc cEmical Engineering.Construction Monitoring <br /> • only, not a design drawing. - and Environmental Sciences <br /> • <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 /> • <br /> • <br /> • <br />