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Equivalent Surcharge for Street and/or Building Loads <br />0.211 <br />- Ground Surface / ./7 <br />Locate All Anchors <br />No Load • Behind This Line <br />Zone <br />Lowest Excavation Elevation <br />(Assumed to be Level) <br />Anchors <br />min) <br />(N �N <br />Passive Pressure <br />Notes: Active Pressure <br />(1) The report should be referenced for specifics regarding design and Installatlon. <br />(2) Active pressures act over the pile spacing. <br />(3) Passive pressures ad over Woe the grouted soldier pile diameter or the pile spacing, whichever Is smaller. <br />(4) It is assumed that no hydrostatic pressures act on Me back of the shoring walls. <br />(5) Cut slopes or adjacent structures positioned above or behind shoring will exert admonal pressures <br />on the shoring wall. <br />GEOIgE <br />CONSULTANTS, INC. <br />MULTI -ROW TIED -BACK SHORING DETAD, <br />2701 - 2711 Rockefeller Avenue <br />Everett, Washington <br />Job No: Defe: Plate: <br />191M Jurra 2019 a <br />