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Lowest Excavation Elevation <br />(Assumed to be Level) <br />Notes: <br />Locate All Anchors <br />Behind This Line <br />Tieback Anchors <br />(2,500 psf Allowable Adhesion) <br />Passive Pressure Active Pressure <br />Surcharge Pressure From Adjacent Building <br />and/or traffic as applicable. <br />(1) The report should be referenced for specifics regarding design and installation. - - -- <br />(2) Active pressures act over the pile spacing. <br />(3) Passive pressures act over twice the grouted soldier pile diameter or the pile spacing, whichever is smaller. <br />(4) It is assumed that no hydrostatic pressures act on the back of the shoring walls. <br />(5) Cut slopes or adjacent structures positioned above or behind shoring will exert additional pressures <br />on the shoring wall. <br />GE®TECH <br />CONSULTANTS, INC. <br />TIED -BACK SHORING DETAIL <br />3322 Broadway Avenue <br />Everett, Washington <br />Job No: <br />Date: <br />Plate: <br />19178 <br />1 June 2019 <br />1 <br />1 :8] <br />