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<br />Nole: <br />Concrefe Cui-off Wall 10 be poureel i;7 lills <br />nol 10 exceed 5 feel. Bact/I!/Io iJe ,..olaced )Jrior 10 <br />pouring succeeding /;/Is ano 10 )Jroceed eJ/ellly <br />on each sioe 0/ #"all <br /> <br />DEP;'RTMENT OF THE ARMY <br /> <br />T <br />~! ! <br /> <br />L <br /> <br />T <br />I <br />I <br /> <br />'=J. <br />..I ! <br />0), <br />! <br /> <br />, <br /> <br />1-, ' <br />, II ~ <br />~f~ <br /> <br />I <br />I <br />~I <br />~I <br />J <br />r <br />~ <br />'=J <br />" <br /> <br />'1:1 <br />.' <br />....... <br /> <br />If)l <br /> <br />S-=-(J. 0/2.3;: <br /> <br />1< <br />< /l.tJ 1367 <br /> <br />HRUNING NO. .176 <br /> <br />, " <br />/0-0 <br />---- -- --. --...I <br />~Top of E)(/~iJng <br />i Em bi!Jn/( merrf <br />I ! <br /> <br />, <br />.-1~~offom of EX/slin) Channel <br /> <br />Q! <br />-, , <br />"I. <br />T <br /> <br />'b <br />~ <br />, ::, -- <br />, Cl Qj <br />'I... <::: <br />~ c:: <br />~ <br />.(' <br />C <br />'.:J <br />" <br />.S; <br />-...J <br />Sl- <br />l.. <br />.C(. <br />ct <br /> <br />i <br />C\) <br /> <br />"" <br />C) '=: <br />i() !2 <br />~ ,- <br />0\ .(;; <br />l\1 :::: <br />'" <br />~ f.'.: <br />V) 1) <br />~ <br />It;:j <br />I <br /> <br />c:: <br />':l <br />...... <br /> <br />..... <br />/'-.. <br />i- <br />"V R} <br />~ <br />, fS <br />Vj, V) <br /> <br /> <br />10'-0" <br />_. ----------------~ <br />I <br /> <br />'\J <br /><::: <br />~ <br /> <br />" <br /> <br />c:: <br />.<::> <br />li"),~ <br />"J ~ <br />~ . 'lJ <br />0) '-- <br />C\J,k <br />I.~ <br />~,~ <br />V;I~ <br /> <br />/ <br />,/ <br />,/ <br />Ji . 5urface~ <br />/,warped ' <br />/ :::J.54"OIA Formec <br />I ~.I Weep !loles <br />I I <br />, : <br />I <br /> <br /> <br /> <br /> <br />, <br />/ <br />/ <br /> <br /> <br />- --1 <br /> <br />Riprap." <br />Flow L , <br /> <br />-+-- ~_._- -- -- - -~----., <br /> <br />\ <br /> <br />, <br />I <br />CO/7crele Cul'off Wall I <br />I <br /> <br />lIJ <br />" <br /> <br />(Oe/nd Slone'" <br />[ <br /> <br />c:: <br />I <::> <br />IL 5.': o.,,_~"""" <br />1'1 (U <br />~] <br /> <br />9'-0." <br /> <br /> <br />Io.~o. ' <br />.-., -----......... <br />, <br />, <br />I <br />~ <br />II <br />II <br />lJ <br /> <br />~ <br />Vj <br /> <br />1 <br /> <br />:,,! -rU'! :1..- <br />",-(1 <br />r 'i <br />~ U-r <br />l. L ' <br />-----f I , <br /> <br />'\) <br /> <br />c::: <br /><::> <br />...... <br /> <br />(U <br /> <br />~ <br />VJ <br /> <br /> <br />, ' <br />~CJ : <br />" , <br />\~ i <br />r <br /> <br />T T <br /> <br />I <br /> <br />PLAN <br /> <br />.. I It <br />SCA L E: 3/16 = I -0 <br /> <br />~ <br /><:::> <br />, <br />--- <br /> <br />l<) <br />~I <br />~I . EL 8802.42 <br /> <br />~I' /./6rouled RiErall <br />/ / s~ 0 '(J328 <br /> <br /><::::,1 <br />\O! <br />~ ' <br />~: <br />"-l' <br />~I <br />h.:.; <br />VJ, <br /> <br />, <br />/-0" , <br />-- -..--< <br />1 <br />EL. 6'8tJ/. G ! <br />----._--------- -, : <br />.1 <br /> <br />"--- - .--- . <br /> <br />, <br />, <br />, (Bernd 51Jfle <br />, S=0020 <br /> <br /> <br /> <br />~ <br />o <br />1:1. 87.9$/ <br />/1, .5=0.020 <br /> <br /> <br />4"O/Airorme <br />. Weep IHoles~ <br />S .-: I -9 7 "4 G <br />~~L ~\J. <br />J]ow~ .. --- ..~ <br /> <br />L_ <br /> <br />l{j, <br />'l) <br />i- , <br />0), <br />l\t <br />~. <br />~, <br />if. <br />), <br /> <br />, <br />":':) +--' <br />Excavafion L/ne-/- " . <br />" I.tl.. .,1.,. <br />":;,JJ.....,~ . ( [/~ <br />Compacled Perj/i(){~s 8acJdi/1 --*-::',' ::" 7 <br />::L 6'78C. G ",,-- .:~ <br /> <br />--~- -j-1J ~~Q: <br />/ '-6 "-P-j ~L.q~ <br /> <br />LONGITUDINAL SECTION ALONG t. <br /> <br />SCALE: 3/16" = 1'_0" <br /> <br />. <br />~ <br /> <br />, <br />! <br />i <br />-~ <br /> <br />I <br />.... <br />" <br />I <br />! <br /> <br />1 <br /> <br />i <br /> <br />~< <br /> <br />t <br /> <br />, <br />i <br />1 <br />I <br />1 <br /> <br />- '- <br /><:) "'.> <br />-' .... <br />,..... ......~ <br />- J ,. <br />...- <br />" <br /> <br />C) <br />" <br />~ <br /> <br />. <br /> <br />C). <br />- , <br />~ <br /> <br />. <br /> <br />~ <br />- , <br />~ <br /> <br />C) <br />I <br />Q <br />I <br />! <br />I <br />L_ <br /> <br />< <br /> <br />'=J <br /> <br />"::J. <br />...... <br /> <br />, <br /><:)~ <br />...' i ,,",,'" <br />lIJ, " ' <br />; ~.. <br />_1. . <br /> <br />, <br /> <br />. <br /> <br />," ~2 <br />1-6 MI/V-- tV <br />_L <br /> <br />. . J. <br /> <br />. 5'-()U ';!6// Varies Varies I Varies <br />r----m ---T-T:~I- n -- _-+-n__n____m___+_______________ <br />: I !_~~l ~ / d' n' <br /> <br />! ,2 _ _ .! '/. , .,;:~ n____, (uroure KljJrap <br /> <br />,.'1 -FC~mpoc/ea:C\J- I ,~/ ~j-""""""'-4"DIA Formed <br />Pervlot/s M(lIenal ~ \ / // In U, <br />. ".. - _ _ ,. yyeep nOles i <br />- . - o~'-'- ------- .I-=.'-=-::::r-----__: <br /> <br />00'0 0 (N~ r---'~QI' <br />,~ '. 1 I <br />Graded Gravel) ~;6'2'! <br /> <br />~~ i <br />Excavotion Line <br /> <br /> <br />(0" <br />r--1 <br />1" <br />, . <br />, . , <br />! <br /> <br />. <br /> <br />'~~. <br />. 0 . <br /> <br />.f " <br /> <br /> <br />, <br />, I <br />~, <br /> <br />. <br /> <br /> <br /> <br /> <br /> <br /> <br />'J ..: <br />'.... ~ '.~ <br />: " 0 <br /> <br />. ~.,: <br /> <br />" <br />l.r). <br />'-I <br /> <br />.,' <br /> <br />-A. to <br /> <br />,.. <br /> <br />,j -', <br /> <br />.b ", <br /> <br />: . <br /> <br />!.....j...... ., <br />-, - ~ <br />,. . <br />. '.. <br />.L....- .. <br /> <br />SECTION B-B <br /> <br />SCALE: 3/8" = 1'-0" <br /> <br />10'-0" <br /> <br />p <br /> <br />f3erm <br /> <br /> <br />Cuncompacted .Wolerlo/ - <br /> <br />I t.o" <br />. .1. <br /> <br />6rCJulC'o RljJrap <br /> <br /> <br />.>. . .: <br /> <br />~ .: <br /> <br />i <br />! <br /> <br />,//////////,///1;..'1 -; <br />/ '//////1//// I" ~ ..: <br />I / II III', ': // ... .; <br />// I . . <br />"," . <br /> <br />/ <br /> <br />i .". <br />I <br />+-------. <br /> <br />I': ' <br />, . <br />I.;' <br />i <br />;;' ; " <br />I> : <br />... ----_____~~..J'. <br /> <br />CORPS OF ENGINEERS <br /> <br />5216 <br /> <br />6'-0" <br />-.,-.------- <br /> <br />(@,.r-- <br />'1 <br /> <br />It I <br /> <br />- ---.-t- _n___~ L{-q"_ <br /> <br />I " <br />(4 Chamfer bofh faces <br /> <br />10'-0" <br />. +~-------~.... ---------~--1 <br /> <br />s <br /> <br />I . I b <br /> <br />-jPf3ars @ (0" C TO C, <br />bolh laces <br /> <br /> / I ymme ilea c3 au <br />, I , <br /> ~. - , ;r:-------- .------- -- - r <br /> I I ,<::;> . <br /> \ ...:---1. , <br /> ! <br /> ~ i I <br /> 1 <br /> ++ ' i <br /> I~' <br /> "I <br /> 2 /'-...; I <br /> I ~-] / I 1 <br /> , I <br /> I , <br /> . I ! <br /> I I <br /> '--. I TT I I I I I <br /> 'i'o I <br /> "-. I <br /> r., " I <jJ 8 !' - 0" <br /> - 2' ar.5 @ C TO C, <br /> i both faces--~------... , <br /> I <br /> I I T I I .- I- ~ <br /> . . ~I <br /> (. <br /> . <br /> . 1 <br /> .. 1 <br /> I <br /> , <br /> .- l- <br /> I , <br /> i <br />L' , " ~ - <br /> 26-0 <br /> -----~_._---_._-- -- -~-------~~---- ~- -- <br /> <br />,. <br /> <br />r <br /> <br />~ I <br />~ <br />, <br />, <br />~ <br /> <br />f <br /> <br />~ <br /> <br />~ <br />@i .. <br /> <br />Nole: <br />All slee/ 10 be .}" clear. <br /> <br />HALF ELEVATION CUT-OFF WALL <br /> <br />" <br /> <br />SCALE: 3/8": "-0" <br /> <br />c-5ymmefr/cal <br />I ahoul , <br />, <br />I <br /> <br />--- _fa~-----l <br />i <br /> <br /> <br />Top of EXIst/ng <br />Embankment <br /> <br /> <br /> <br />~ Ic7'-O" <br />I/-gprm ~ <br /> <br />'1/11 I / .b, ////!,~ <br />.1--- <br /> <br />~ee Plan . <br /> <br />Yane.." <br />/ r.::::--- <br /> <br /> <br />;,!O[___- ~~_ __ <br /> <br />I~O" 5y>vore Piece of Ongl1701 Assl/med Grot/nd Lt'l7e <br />Galvanized Hardware Cloth <br />with j" Mesh 10 ce Placed Between <br />Graded Grovel and (jrovted R/prop <br /> <br />TYPICAL CHANNEL SECTIONS <br /> <br />STA 29+35 TO STA 29+60 <br /> <br />SCALE: 1/4" = 1'_0" <br /> <br />____~____IO ':'-O:'~_________.. <br />. ~ Boltom of ------. I <br />verrlck J!one-----......, Existing Cl7orme/ <br /> <br />Nole; <br />ror typical secfion 01 ex/sling channel al oulld sfruc lure <br />..see OWG NO. 2/7 <br /> <br /> <br />-.- -.-. ~- -'r-- -_..."-~ -----.. --1--.---~----~-'-------.---.-- - - -- <br />, <br /> <br />. <br />---~._-- ~ <br /> <br />I) I) I /, /,'/, <br /> <br />'------ Compac/t?d Perviot/s Maler/al ~ <br />- ---------- -- ------>1 1- <br /> <br />i <br />I <br />I~-~-- - --I -- - <br />---- ----I <br />I REVISION i DA TE <br /> <br />DESCRIPTION <br /> <br />BY <br /> <br />DEPARTMENT OF THE ARMY <br />CORPS OF ENGINEERS <br />OFFICE OF THE DISTRICT ENGINEER <br />ALBUQUERQUE. NEW MEXICO <br />RIO GRANDE BASIN, COLORADO <br />WILLOW CREEK CHANNEL IMPROVEMENT <br />CREEDE, COLORADO <br /> <br />CO/7crde Cul'off Wall <br /> <br />SECTION A-A <br /> <br />DRAWN BY: <br /> <br />D.C.H. <br /> <br />TRACED BY: <br /> <br />SCALE: 1/2"= 1'-0" <br /> <br />C P. G. <br /> <br />CflECKED BY: <br />/Jr. D.c..1 <br />~~/~~:~~~L <br /> <br />CHIEF, CIVIL WORKS PLAN. SECT, <br /> <br />RECOMMENDED: <br />- ._ ~ ..J........_",----\,-+-_ _) --,:~~,---_ S '_.' . <br />CHIEF. ENGINEERI!'lIG DIVISION <br /> <br />OUTLET, STRUCTURE <br />PLAN AND' SECTIONS <br /> <br />SCALE: AS SHOWN <br /> <br />INV. SERIAL NO. ENG 29-005-49-93 <br /> <br />APPROVED: <br /> <br /> <br />RG-WC-C- 2/16 <br /> <br />DRAWING NUMBER <br /> <br /> <br />LT COlONE'L. CORPS OF ENGINEERS <br />DISTRICT ENGINEER <br /> <br />MAY 194~___ <br /> <br />SHEET <br /> <br />18 Of 21 <br /> <br />l' \. .: <br /> <br />~ ~ ~ '., ~ ~ <br /> <br />, <br />{ <br /> <br />..~.:-- <br /> <br />.. - ~ ' . <br /> <br />j< .. <br /> <br />. . - ----- - <br /> <br />i___ _ <br /> <br />---~----._---"._--_.-:--~~- ----------_.,-- <br /> <br />~ <br /> <br />I <br /> <br />~ <br /> <br />I · <br />I <br />I <br />i <br />I <br />I <br /> <br />I, <br />! <br />, <br /> <br />, i <br /> <br />~ <br /> <br />, . ! <br /> <br />I <br />