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Property <br /> Line <br /> Existing Building <br /> (where applicable) <br /> 1 <br /> Max.Temporary ''n <br /> Cut Slope \N <br /> 1 2 <br /> 1 <br /> Provide Shoring <br /> '' Below This Line <br /> JO <br /> .qtl nF <br /> 4— <br /> t—4-- <br /> Retained Height(H) ;` <br /> '4—'4-- <br /> t t <br /> Lowest Excavation Elevation <br /> r <br /> (Assumed to be Level) <br /> 1 4( t <br /> A H/4 <br /> I � <br /> Embedment Depth(D) <br /> / Jo:";',P <br /> Passive Pressure Active Pressure <br /> Surcharge Pressure From Adjacent Building <br /> and/or traffic as applicable. <br /> Notes: <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 /> TEMPORARY SHORING DETAIL <br /> -._.4.1 <br /> GEOTECH 3319 Broadway Avenue <br /> CONSULTANTS,INC. Everett, Washington <br /> i <br /> _ Job No: Date: Plate: <br /> \.>,__--- 17298 July 2017 9 <br />