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<br /> G - SURCHARGE DUE TO • <br /> TRUCK TRAFFIC = 1,500 °SF <br /> ~ <br />L <br />~ \ <br />• \ FILL SCALE: 1" = 10' <br /> <br /> <br />N ~ \ <br />m <br />W 'V \ <br /> N <br /> Z ~ \ IW 1.$ <br /> j ~' \ l I t <br /> - l <br />\ <br /> ~ <br />< (1 I <br /> a• _\ <br /> ~ <br />'~ v ~ NATURAL GROUND SURFACE <br /> ~ ~~ ..,.I _ \ (POTENTIAL SLIDING SURFACE) <br /> r / ~` \ <br /> r \ <br />' D <br /> ~ 0= 19 <br />~ <br /> \ <br /> o R S' <br />I <br /> m MAXItdUM Ql ~\ <br /> <br />~ <br />j <br />FILL PROPERTIES ri ~ <br />A <br />' <br />\ <br /> MAXIRIUM p <br />]0 \ <br /> rp <br /> COHESION (C) = 400 PSF ~ <br /> <br />~ <br />ANGLE OF INTERN4L FRICT <br />ION (0) = 19' ~ ~ <br />\ <br /> ~ <br />{ MOIST UNIT WEIGHT (!'1 = 125 PCF COIJSTRUCTION ~ \ <br />\ <br /> BENCHES INTO <br /> ~> <br />Z <br />FACTOR OF SAFETY• = F.S. _ RESISTING FOR S <br />- 5-~- UNWEATHEf.'ED ~ ~ <br />~ ' <br />8 = „~ <br />25 <br /> y DRIVING FORCES BEDROCK J_ <br /> <br /> "~ <br />~i _ ( W + q ) COS 0 TAN 9 + C <br />_ _ <br /> (W + Q) SIN 0 FACTOR OF SAFETY. WITH <br /> N ~ SURCHARGE LOAD = 1.51 • <br /> f <br /> FACTOR OF SAFETY WITHOUT <br /> SURCHARGE LOAD = 2.0 <br />T <br /> <br />W <br />