Laserfiche WebLink
N <br />R <br />N <br />O <br />C �N <br />I� <br />l$p, <br />•� <br />M C .. <br />j N L <br />•_ <br />L IAA O_I <br />a <br />i <br />n <br />O <br />80 <br />_ <br />O E <br />d' <br />/�i <br />YI <br />O <br />N <br />0��� <br />o <br />N <br />1 <br />O <br />LL C O <br />6 <br />> <br />d <br />7 <br />._ <br />. 1 <br />W) <br />� <br />II <br />!� <br />N <br />X <br />C <br />r <br />'Cw, <br />O <br />`f�' <br />% <br />I <br />Q. w <br />a o <br />N <br />WLL <br />MI N L <br />2 <br />G V <br />� <br />ii <br />E <br />I O WC <br />y3�0 <br />O <br />C <br />LL <br />00 <br />_O=vc <br />y C N O <br />C <br />W <br />w <br />•� <br />fY �iinU <br />� <br />I <br />Yy <br />`� <br />N <br />Q <br />�' <br />Ip C <br />a <br />a� <br />(Q <br />I d f J L <br />C <br />Y N L <br />r r <br />O <br />a L> <br />J <br />20 <br />Q L�.r <br />I <br />8a <br />v <br />iS�50 <br />I <br />W <br />V <br />~ N O <br />0 <br />I C <br />, U. O <br />1 X <br />iiiNFA <br />uEZ <br />m <br />i'I <br />I ow <br />c6 <br />M <br />•— <br />�Ea <br />I .O L <br />. O <br />5,6 O <br />y <br />• <br />�: �% <br />N <br />tL <br />i <br />O <br />n <br />' <br />E <br />Q <br />t[) <br />NCLa <br />.,r <br />i <br />:1- <br />i� <br />N <br />m5 <br />�»c <br />Y <br />m <br />Q 1`y .E C <br />- O <br />EN N <br />"'d <br />N <br />Q <br />D <br />N `c 2 n U <br />_ <br />0 <br />it <br />CD <br />d <br />fl. <br />. <br />� 11) <br />00 N <br />CO <br />00 d <br />O 1` <br />C) <br />I <br />O <br />_ <br />T <br />T_ <br />V5 <br />Y-Axis (feet) <br />Project NumberNELSON <br />GEOTECNNICAL <br />NO <br />Date <br />Revision <br />816909 <br />Anderson Landslide Repairs <br />r� G A ASSOCIATES, <br />INC. <br />%WOD9 <br />o,,,wl <br />Cross Section A -A' Proposed Static <br />G..Ta CNNICAL ENGIN[[ni & GaOLOGI■Ta <br />Figure C-3 <br />Slope Stability Analysis <br />17111 11N.-1• •� -� •rin''� <br />d <br />A <br />O <br />a <br />a <br />dM <br />tD N <br />C <br />N O <br />O �p <br />z°w <br />66 <br />O <br />z <br />L CK <br />0 <br />