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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />'P <br /> <br />I <br /> <br />'S <br />"1'(pD)- <br /> <br />I <br /> <br />SLIDING STABILITY <br /> <br />I <br /> <br />I <br /> <br />WI (Kl.P) <br />W, (Kl.F) <br />WJ (KLP) <br />W. (K1.1') (WALL) <br />W7 (K1.p) (WATER} <br /> <br />I <br /> <br />I <br /> <br />U (Kl.p) <br />VI (KLP) <br /> <br />I <br /> <br />LOAD: <br />III (K1.P) <br />IU (KLP) <br />SlL T LOAD:llAND CA <br />116 (KLP) <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />SUDING P.S. - <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />1 <br />2 <br />o <br /> <br />IP - 1 IP NO DRAINS; peO.4 IP DRAINSI <br />(S - 3 pOR USUAL; S - , FOR UNUSUAl.; S - 1.1 R>R 1!XTRIlMI!' <br />II' - TI!NSlU! S] RI!NOTI! AT LlPT IN poil <br />Ire <1300 pa. USUAL; 2230, UNUSU.I\.L; P'e/I.t, BXTRBMBI <br /> <br />LOADS <br /> <br />DEPTI! BBLOW CAP <br />20 3D <br /> <br />40 <br /> <br />" <br /> <br />TOTAL <br /> <br />19..50 <br />S.5.~ <br />0.00 <br />1.)0 <br />3.00 <br />19.30 <br /> <br />0.88 <br />13.23 <br />0.00 <br />1.30 <br />3.00 <br />131.0 <br /> <br />)0.96 <br />0.00 <br /> <br />.P.20 <br />000 <br /> <br />18.00 <br />111.00 <br />0.00 <br />1,30 <br />3.00 <br />193.30 <br /> <br />14')..') <br />1.52.63 <br />D.DO <br />1.30 <br />3.00 <br />304.39 <br /> <br />71..50 <br />0.00 <br /> <br />UZ.~6 <br />0.00 <br /> <br />DIlFJ1l BELOW RESBRVOlR LEVBL <br />,1., 41..5 .51.5 <br />0.00 0.00 0.00 <br />3D.PI!: 53.73 '2.'" <br />0.00 0.00 2.40 <br />10.00 10.00 lO.~ <br />TOTAL 40.96 63.73 9!U.5 <br /> <br />..., <br />0.00 <br />137.91 <br />12.07 <br />'G.Gn <br />160.04 <br /> <br />WIN RI!Q'D I <br />3.40 3.01 vn 2.17 3.0 USUAL <br />2.0 UlIUSUAL <br />1.1 BXTRBMB <br />{NOTE MIN J1S -1.3.1.2, 1.0 WHENCXJIIBSJON SBTTOO) <br />