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Lowest Excavation Ele radon <br />(Assurrad to be twat) <br />D(10'min) <br />Ground Surface <br />1 <br />No Load <br />ZotreiTleback <br />F <br />Local <br />L <br />Anchors <br />s Line <br />Anchors <br />Passive Pressure 1 Active Pressure <br />Notes: Sons arge Pressure From Adjacent eullding <br />endlor traaic as applicable. <br />(1) The barred should be referenced for speciffoo regarding design and Installation. <br />(2) Active pressures act over the pile spacing. <br />(3) Passive pressures act over wine the grouted soldier pile diameter or the pile spacing, whichever is smeller. <br />(4) It is assumed that no hydrostatic pressures ad on the back ofthe shoring walla. <br />(5) Cut slopes or adjacent structures positioned above or behind shoring will exert additional pressures <br />on the shoring wall. <br />GE01EII <br />CONSULTANTS, INC. <br />TIED -BACK SHORING DETAIL <br />2701 - 2711 Rockefeller Avenue <br />Everett, Washington <br />Job No: <br />191V <br />Date: <br />June 2019 <br />1 <br />Plate: <br />1 7 <br />