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• <br /> 1 - <br /> • <br /> • <br /> • <br /> i Traffic Surcharge or Building Surcharge ! <br /> ll llWhere Applicable, See 11Textll llIII <br /> T — 1 1 t 1 1 1 1 1 1 1 S <br /> • t 0 <br /> H/4 t III <br /> Tieback 0 _ III <br /> III <br /> • <br /> H di 411 <br /> (Wall Height) <br /> / • <br /> Tieback 0 _ , <br /> Neglect Upper 4 <br /> 2'of Passive Pressure <br /> 4 �._ <br /> Excavation Level • „y "*a`its. <br /> c` " Surcharge `^ *«1 <br /> Passive 2 _ _ s (Where Applicable) <br /> Earth ° - <br /> D = Pile Embedment Pressure Apparent Earth <br /> (per Structural Eng.) Pressure 19H (psf) w <br /> p • <br /> a <br /> • <br /> 0. <br /> NOTE: See text for slope and <br /> EFP =400 sf \�� a surcharge pressures. IIII <br /> • <br /> Earth .. olutions NWa <br /> Solutions =-- • <br /> SCHEMATIC ONLY- NOT TO SCALE NWiic + h e irteermg,Construction Monitoring <br /> NOTACONSTRUCTION DRAWING nwconmental Sciences <br /> lb <br /> MULTIPLE TIEBACK WALL <br /> 3214 Broadway Avenue N. II <br /> Everett, Washington ID <br /> Drwn. MRS Date06/10/2016 Proj. No. 0599.06 <br /> Checked BJP Date June 2016 Plate 4 II <br />