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DEPARTMENT OF THE ARMY , r' --,--~-- 19' :t CD I 10~0" ,.. ~ , 5'-0" ,5'-0" I .r ' 1!611 "'I f--. I _.._~-w > I I h 1 I I /...<~?_ I -~-~ , "'\-'\ 1- - -~- ---~-~~~. '-..' \ I~ - -......... ..0:.- , " , " , ' , /- ....::.I;:;,~/-... I 1;":./ \ ~/I \'- - ( I"'" ....-...., _____'_~n' ~___ ...., - ~1C STA Of83Levee Concrclc Cul'off Wull '- \ " ,_.5lo(!f!..lgn, 2~ 2? ~ \ \ SloDe I Of7 2 _ i .".__ ._____ __ .~ Grouled Riprop.. " 7- / ~/ "0....... --- ---- yO ,'//''''0- . ~<5'v '-,.....~ , Qc::: '<::' , , ,/' / / / / / / / ~ c:: I \) I : . 1 ~ , , '5'0" ~O": II) 5~0", 5:0"1 , }'-' --}~':---:----_~-n~r-:- g ~~ . ~ '\0 + 'f ~ 't- -t::: I QJ .. I \J ~ ~I-J ,~ CJ , ~t I ~ (J ~ .(I~.b, Ii) ~ J.-.: (, I <:) <1)1 ,,) '\J ~ If.: I V) V) I I.t) Toe of Groufed Riprop FOClng /,~") '~'. /' $' ::::: /,.<'.......,-, <) ~i /\0<:: 4qi , f '''') I~ ,C\j :~ I\:) ,./ , ./ !/ + -+- I I) + 1~ 'iE Chonne/"j i ,+ , I -t '<)1 " c:: '0 , llJ ~ V) \u-> \~ ."" " ~_ 1 /,~ \~ ~I Ge /"" " \'cr> 'I \~ ". \ " S'J~./ ''',,- \ ~ I . ~ "" 0 \t-'//- .{.o~ ..... '. ,,;0/ . '33' ~ ---- -~- - ---.... '",- ----- '. __~_____ ___ _ ._..__.._.__.__ _.. ,..._._____.....f_...______.. I "- Slope / on 225 . -.,...... I L~~ I ..--l=-: n-=- ~------------- . f-....... -----, Grouted n' ',_ rrlprap~ -- -~~/LC Note, Conael,: cul-orr Wall to be poured m lifts 170t to </xceed 6', Backfl!/ to be placed pnor to pouring succeedIng 11:',5 2nd /0 proceed even1' on each Side ofwoll PLAN II I II SCALE: 3/16 :1.0 Concrete Cut-ofr Wall~? 10',0" --- _5~5~0" ~ \i -;. llJl \:) ~ llJ ;:::: ~J Ct) ~ EL 8877. 0 , -I ----- Grouted Riprop ~ "'1 ':ri ~ C\jCQ ~ \1) \:)~ ~-J V)4J ( Existi?g Graund Surfoce _/'------~_ II Weep CD , b.~roiJled R;prop ~1~_l_~Oles ~ ' '~ ;:; CQ --- -- 1 I +CQ I' --- W: ~~Y'C':: 0 S "'C?25 ~ 4:j 'I '~ ' 1---- . I' '>"'. J' . 2J / 0_0< ~'. . ~',,_ 0, I ,I, ~ = O. 0'2413 Q Excavation Lme "<Co' "':'''''_'';''-;:'' :.'....;; "':"~;'i;_,:;1 I ~ f- h;"i/~t;"!/:6'~ i"tf 8ars bolh ways ) 0), f--+--., Groded FIller Compacled Impervious MJlerial /" t dR' 'P Downstream Lim;/s of Levee urDU e Ipro , I' I d ImpervIOus Ma eoo an Graded Filler Derrick Stone EL 88591 Excavation L/ne CD LONGITUDINAL SECTION ALONG t SCALE: 3/16": 1'-0" iHi'I)I\!I"lG NO 370 Toe of Levee Groufed Riprap Grouted Rlprap , / " '''~S /./ ~ / / \;.J' ~l -I * i , i ~;lm'J "l" \:) ~ ~I 11 - J. , '9, ~ _rr , _1. " I ~ .- <:J' " , , I -I i CORPS OF ENGINEERS 5214 ~~ ~l \:): ~ Ground Surface . CJ .' ~ ? SECTION B-B r~ l,l~r: l=1 1', '\) t' .., , , ''I \,) V ~ ~ , Iv ~"l \.) 2 \) . <:J " ::j:~.~.. ~ '. . .:, ti ~ 1'1 f.. -:- .'~' '~ -,"" ~ IT . I I I " 5'-0" I~-~~-~- , ---rTT I tt ~++++~, , ~-t-t -H- t-t +--r ~ 15 f ++ ++ -t-t ++ ~ 1___'~_ul I I ' ! ~++t+++t+++P-1 I ~ UtiUU++~1 H ++ j"~ Bars ~c~~~;c~sTO C -++ -H- ++ t- ~ H-H- -t-+-H- +++++++-t-I I~ ~ttU++U Ut+ttttU++++ ttt+t+t+t+++++++t++++t++ ~I tltlt!tltltltltttitltltt _1 ~ / :[" Chomfer, Bolh Faces SCALE: 1/2"= 1"0" /~ Symmelr/col aboul1. <,xeepl d'S .s/l(lWn - I ~;I ,I r-". , I 6'-0" ", ~. '~.j,,":'.t... '" a . ~ ~ '}' i ' I__ I I 7~ {;'I /5'-tJ II -Ie /1 b<.7nK on/!I _u_~~__'n_~_ ____u___,_,,,,_ ~_J!.Z'.-_lii:.___, __ __'_n_~__'_______ l@ . -- ------ ------- CD HALF ELEVATION CUT-OFF WALL SECTION C-C Nole .' All steel to be 3" cleor. SCALE: 3/8": "-0" SCALE: 3/8": "-0" Top of Levee Concrete Cut-ofr Woll ~ ~ EL 8877.0 , " Grouted Riprap- ,> .:,:,: < Compacted ImperVIous FIll ..:;" '_Assumed Ground Une 2. Common Excovot/on T "'--GrJded Filter , ", " Dernek Stone " 1.-------- . v " '/>: ,'. , \) ExcavatiOn L/ne ~i 1 , ',I> 0. i tI) lv' -..' \. ...') , .... , / \-:" - C:J"./ \ ;. CD SECTION A-A SECTION D-D SCALE: 1/2": I'~O" SCALE: 3/16"= "-0" / Symmetrical l abaul t Nole: For typical levu sec/ion .see OWG NO, 2/2. I ~ ' , Grouted Riprop L Compacted -~ . Imnerv/ous '~>.. ,,04" Formed Wet?p Holes I (' ~ '"':" \ / I. ~G~~:e~~roun;L/i7e _:::'~. ,,,-- -----7~ --r~,yg!"(~:~-1 Graded F/lter' \{ 1-- ~ '!(i) '<--- ~ ~ \ :.. /~O" I I: .^ I -'-' -- 'lAS BU'ILT'-" -:---' ___nn" , nn_u' .,~"H_ .TH.'-'J;- , I' ' I \ @ :8'14-50 'EXTENDED CUT.OFF WALL, REV!SED cERRICK S~ONE t,TCUT.OFF WA'-'-. H' . :"'CD "'8-3-49 'A()DED WEEP HOLES I yJ.--"cz, 'InRE-VISION' DATE ' DESCRIP'fION ,BY , , DEPARTMENT OF THE ARMY CORPS OF ENGINEERS OFFICE OF THE DISTRICT ENGINEER ALBUQUEI<OUE, NEW MEXICO Excavation Line Ji /Square Piece afGa/vonized Hardware Clo th W/th 1?" Mesh To Be Placed Be tween Graded / Filter And Grouted Rlprop /' DRAWN BY, D,C.H. RIO GRANDE BASIN. COLORADO WILLOW CREEK CHANNEL IMPROVEMENT GREEDE,COLORADO I \..., Excawlion Line TRACED BY, PH M. TYPICAL SECTION CHECKED BY:.,~ I,,~ I IV,",.,) "','.1 INLET STRUCTURE PLAN AND SECTIONS STA 0+00 TO STA 0+25.3 SUBMITTED' ,. ' ._!.::.;/r..<..:..../..>... /:"'~,-i,.]r-',r" ~ Cr11EF, CIVIL WORKS P~AN. SECT. - ._~-.._- -"~---~,-----"._---_._,.,'--'--'- SCALE: 3/16": I' -0" RECO~IMENDED: ,- .H ,,;. ,'. L SCALE: AS SHOWN CHIEF. HI~IN([qlJi~ DIVISION r '. __._ APPROVED: ) -. / /<:::.~ / /' & __.__~~_~__-:_~:) ~_:-c.c"<___,~ / L.,1 COt.GNH.. CORPS OF ENGIN[ERS ~/ // DISTRICT E~G,Il'-:([R rh~"/ 1949 DATE,."_",,, . SHEET 16 OF 21 INV. SERIAL NO. LNG 29-005-49-93 DRAWING NUMBER RG-WC-C- 2/14.2 --_.._---.-'--, ---~_.._----- -- --"'--",,-,_._._----,_. ~-_._..- .,,---_._~.,-,-_._---_.- -,--~---~-~-_._"--._,--,-~._----_..-_. .-.-- .