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i <br /> z2QQ <br /> ? <br /> x F w <br />a = <br /> <br />XEx <br />4850.36 J <br /> <br />Q <br />J O <br />F LL <br /> m <br />- <br />J <br /> XTOP CCIWALL <br />O <br /> 4856.13 4859.25 <br /> <br />CONC CONC CONC <br /> <br />4850.86 x CCIWALL 5922 4855.37 <br />BOTTOM OF PROPOSED CCIWALL 485927 <br />4859 <br />26 <br /> 4850.98 <br />CONC 4850.96 <br />CCIWALL <br />TOP OF PROPOSED . <br />CCIWALL x CIWALL CC) <br />EXCAVATION 2' BELOW CCIWAL 4859.32 CCIWALL <br />859 <br />28 <br /> <br />CONIC <br />CCIWALL 4850 <br />69 <br />4850.96 <br />4859.32 <br /> <br />1:1 (H:V) EXCAVATION . <br />485 <br />4859.32 465925 <br />TOP OF SLURRY WALL x <br /> . <br />4859.32 CONC <br />4850.65 cc <br />(SEE (NOTE 2) <br />48! <br /> 485531 <br /> x <br />j <br /> <br />XEx <br />- ----------- <br />-------------- ------- -x-x-X-x CIWALL qg 533 <br />A859.28 <br />------- <br /> <br />4848.56 <br />0 0 <br />0 <br />0+40 ---- <br />------ x <br />46: <br />0+60 0 8 <br /> CONC _ <br />4850.63 <br />- <br />- -- - -(- - <br />- -?- - - ?-- - <br />?" - - - - - -{ CONC- 1 ° - - ' <br /> <br />------------- <br /> <br />-------------- ------- GA <br />4855.42 <br />------------- ---- <br /> x <br />CIWAL <br /> x 4859.34 <br /> CON CCIWALL =WALL CON <br /> CCIWALL 4850 70 CONC CCIWALL 4859.29 4859.32 38 CIWALL CCII <br /> 4859.31 4850.95 4859.34 'i CCIWALL I 58.30 5E <br /> CC1W L 4859.29 x <br /> STILLING INV 4859.31 <br /> XEx 4651.02 x 4859.35 4855.34 <br /> 4849.97 CONC <br /> 4850.99 CONC X <br /> <br />4850.84 x <br />TUP,NGUT GATE SLURRY WALL <br /> <br />N 4850.29 T/CONC I z ? Q <br />485539 BOTTOM OF GATE(CLOSED) x 0 0 <br /> w <br />4850.74INVIN I d = w 0 <br /> 4850741NVOUT x J m <br />Q M_ <br /> F <br />_ J <br /> S <br /> TOP <br />X I XTOP x?TOEy{?OE <br />4856.92 <br /> 4857.05 x <br />XTOE -`--4855.5E <br />1 <br /> 4855.54 <br /> 4965, 1 I <br /> <br /> EXISTING GROUND STA:0+74.94 <br /> 4960 EL:4859.29 -2 <br />5M IN <br /> <br />-- --------- <br />---- ---- . <br />. <br />n' <br />S ---- ----- <br />- -- -----S-FA.0+75.60-_.- <br /> SAWCUT- EL=4850.74 SAWCUT <br /> 4955 SAWCUT EXISTING 3'x 5' CBC <br />0 <br />3 <br />FLOW <br />20'(SEE NOTE 3) <br />- <br /> <br />?- EXISTING X y 5' ( <br />.BC <br /> 4950 <br /> 7'MIN <br />` <br /> <br />4945 CONTRACTOR TO FIELD VERIFY ACTUAL ELEVATION <br />16 <br />r <br />SLURRY <br /> <br />z <br />4940- w w WALL <br /> <br />F- <br />I <br /> U) 0 ? <br />a 0 (F n <br />a?X <br />? , -- ? <br />I v 0 I Q O <br />v <br />w <br />- <br />0 <br /> <br /> <br />4935 <br />cow <br />0 <br />0) rn o <br />o ww <br />o?OF-1--m <br />aomQQ ° w?m I <br />- w <br />) <br />em 0) <br />F-1-F-v?M<W vawu w <br />F-QQ <br />o <br />op <br />? <br />v <br />?x QQ <br /> <br />e <br />°co <br />oco <br />orozUUo Mj <br />Q <br />? <br />? <br />+p <br />'D <br />d <br />o <br />mw0Uo?ozF-Uo o <br /> <br />Q II <br />Q II a-00 <br />Q II U' JJQ ? <br />0O <br />>00 v Jp <br />0 JJJQ II QU' Z) JQ Q <br />OJ <br /> <br />F-J <br />) <br />F-J <br />I- JwWWF D <br />JQ <br />( z?wU-I w <LU HJzwwF <br /> V <br />U-1 U) U-1 NWmIYOf t4 wUir0_co Ill tAIll >12? (q tAIll w20_(D <br /> 4930 <br /> 0+00 0+20 0+40 0+60 0+80 1+00 <br /> 0 5 10 <br /> ® ! NOTES: <br /> KOE <br /> Scale In Feet '1 1. ELEVATIONS BASED ON TOPOGRAPHIC INFORMATION REVISIONS <br /> PROVIDED BY SURVEY SYSTEMS, INC. ON 1-20-09 PER NAVD 88 NO. DESCRIPTION DATE BY E' <br /> 2. PROPOSED EXCAVATION TO EXTEND 2 FEET BELOW LOWEST 1 Dw F SP <br /> 2 FIN^ FOR CONSTRUCTION tam sP D E <br />j TOP OF EXISTING SLURRY WALL ELEVATI <br /> <br />j ON <br />3 RUNE/GATE ADDENDUM 3/11/0 MAS <br />3. SHORTEN 20' PIECE TO 15.5' TO ALLOW FOR COLLARS .__..._ <br />XTOP <br />4858.25 <br />CONC <br />4855.38 <br />TE <br />STOPLOG <br />XTOP XZD <br />4859.12 4857.78 <br />XTOP <br />4965 <br />4960 <br />4955 <br />4950 <br />4945 <br />4940 <br />4935 <br />1+2i --14930 DRAFT I