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i <br /> Traffic Surcharge or Building Surcharge <br /> 1 Where Appliicablle, See Text <br /> 1 1 1 1 / 1 1 Ir <br /> A 41 <br /> 41 H/4 41 <br /> Tieback ► <br /> H <br /> (Wall Height) <br /> -4— ( <br /> Tieback ► o111 , <br /> Neglect Upper <br /> 2'of Passive Pressure <br /> Excavation Level v ° t <br /> j Surcharge <br /> Passive 2'2 ° s (Where Applicable) <br /> Earth ► ° <br /> D = Pile Embedment Pressure o Apparent Earth <br /> (per Structural Eng.) ►, Pressure 19H (psf) <br /> °o <br /> °o o° <br /> ► NOTE: See text for slope and <br /> EFP =400psf �� surcharge pressures. <br /> ~ Earth ,F, h Solutions NWILLC <br /> SCHEMATIC ONLY- NOT TO SCALE Solutions <br /> NW LLC = finical Engineering,Construction Monitoring <br /> NOT A CONSTRUCTION DRAWING = andEnvironmentalSciences <br /> MULTIPLE TIEBACK WALL <br /> 3214 Broadway Avenue N. <br /> Everett, Washington <br /> Drwn. GLS Date01/14/2015 Proj. No. 0599.05 <br /> Checked RAC Date Jan. 2014 Plate 4 <br />