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�. ...... .,.... .. ... .... . .....».....-.... ...�.... ...... ........ .....�. ...rv➢. _.. _ ....a. ..�. . -.7" i. .-..i�w:....ra..� ....-.w'.....r.-wrr.�...rr <br /> N/ISEW-- Mechanically Stabilized Earth Walls Soundview BL151nOSS Center <br /> Present Date/rime 1-0o 13 14,09_09 2015 C ltAec lhemy wrighIlDacumentrMTSFAV FIIeSA01 I Ln1'19 33 Fool REN <br /> .....w»..-....u.....+..urim.�.w.»..r....»m..�.n._�-�o..w.�.w .....�...... ..._ ..._r....-,. •..�.n..»...�..rr...._..,n,•�...,.,,F�.,...n••,:,__...,i.„__.„•,�, ...•. i..._..•,,._, ...,• <br /> INPUT DATA: Geometry and Surcharge loads (of a SIMPLE STRUCTURE) <br /> Design height,Hd 9.33 [ft] {Embedded depth is E= 1.33 ft,and height above top of finished <br /> bottom grade is H=8.00 ft } <br /> Batter, w 5.7 [deg] <br /> Backslope, R 0.0 [deg] <br /> Backslope rise 0.0 [ft] Broken back equivalent angle,1=0.00' (see Fig.25 in DEMO 82) <br /> UNIFORM SURCHARGE <br /> Uniformly distributed dead load is 250.0 [lb/ft�] <br /> ANALYZED REINFORCEMENT LAYOUT: <br /> I <br /> SCALE: <br /> 0 2 4 6[ft] <br /> Soundview Business Center Page 4 of 5 <br /> Copyright 0 1998-2011 ADAMA Engineering,Inc. License number MLNL-301109 <br />