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<br />DEPARTMENT OF THE ARMY <br /> <br />CORPS OF ENGINEEriS <br /> <br /> <br />~ ' <br />~ <br />.., ~ <br />~, <br /> <br />.'?/w <br />\ <br />'\'- <br />~- <br />~ <br />"- <br />-------- <br />-- <br />----------.. <br />'\ <br />\ I <br />\( <br />I~~ <br />! <br />I <br />J <br /> <br />~ <br />~ <br />~ <br />~ ~ <br />") <br />~ ~- <br />~ ------- <br />~, ------- WILLOW <br />-~- f ~- ~ <br />-------- , -- --- ~ ----- -------------- <br />i ___-- <br /> <br /> <br /> <br /> <br /> <br />i I <br />4-___ ' <br />) <br /> <br />---- -~ <br />------ <br /> <br /> <br />8880 <br /> <br />-... i <br />~. <br />1"., <br /> <br /> <br />, <br />, <br />i , <br />, ' <br />, <br /> <br />g! <br />;1 <br />~~~__ ~l I <br />---------- < ~ I <br />~ i <br />--- C\i ---- I <br />~ q; j <br />~ ~ i I <br />~ ~ 1 <br />t:: ~ , I ~I \~ - <br />'J ~ 't ~, ~.:--- I <br />\i ~~: 8870~' Limlj o( Wcrkl~ I il <br />~--.,.....-.. 1-- ~'S ~ I I ' I <br />i ' T-Tl ~ . ~1/66~\T--~' 'I 'Il! I I <br />I I -r-- -~~"1" - S; I <br />"1'",- I I I U ~-r-] ! i ~i I <br />, Srf7~'+tJ{J C:h~nl2el.l _ __ ~,,' I~' I I ;.~, i~ <br />-1.3G.. 134-.72 Y 1 I I ~I I ,', I~ <br />/, j 88,057. 57X 'E1.. . / :-----i' -J I 14 <br />I 1 ,;'-- X IS 11/7.,9 <- hOIl/}t:> -' - , I ---- r----L ___ ~ <br /> <br />5208 <br /> <br /> <br />1- <br /> <br />'" <br />\ <br />\ <br /> <br />o~ ~! <br />/ r-----__ i <br /> <br />'\ " ______ I <br />'" -~ <br />"" / - <br />'\/ / -______ ~Limll ofl1ccess ~reoile:17pC?,~C7'!/: <br />'0 ~- <br />\"" '------- <br /> <br />, - <br /> <br /> <br />- <br /> <br />I <br />1 <br /> <br /> <br />~: <br />~! <br />~i <br />I I <br />~I <br />~: t Levee <br />r-r-Y-- -- <br />1_S.,7!{L+~{J Le vee. <br />-~ o---r- I I <br /> <br />~I <br />~ <br />'J. <br />~ <br />~ <br />t.; <br /> <br />- <br /> <br />, <br />\ <br />\ <br />'\ <br /> <br />'0 <br />_______ 0 <br />+ <br />i.O <br />-- <br />I <br />i:! <br />(f) <br /> <br /> <br />/ <br />I <br />'\' 'I <br />\' ~/ <br />\ '\:' <br />'\ / <br /> <br />) <br />/\ <br /> <br />-- <br /> <br /> <br />-r <br />I <br /> <br />L,I '-.::;., I <br />: "''!--J''.) / <br /> <br />r~crt <br />I <br />I <br /> <br /> <br />CREEK <br /> <br />8875 <br />, I I <br />70 '~ <br /> <br />- ~~~--d~~~~~~-- "7--~' ~ ..- <br /> <br />~L;mil o(R/W ex/sling C!78nr7J: cxis"/I; '_l _~~~ <br />__~___ J1/oocl/n/eI S/rtlc/tlrc: i , }({;!,' y <br />/ !oj)erernoyed,- \,)Y)/,.'_.--c~ <br />1m - 1-- _______1__ - m_J= <br />Exis/ing LOgC71id *,ock,pevelme;~::s- . <br />/0 jenmoyecl <br />. , <br />. "'D <br />',,,,, <br />\ <br />"~ <br />\--\ <br />"~ <br /> <br />fon:?,ij <br /> <br />" <br /> <br />, <br /> <br />~ ~ <br />\D <br /> <br /> <br />~~ <br /> <br /> <br />- <br /> <br /> <br />l-- _~~ i <br />---' - -...----- tl <br />--u---1/ow..... ~-l--f~~ <br />--1.. <br />;_1, I ~I ' <br />~,J, ":l i "" <br />\l" (\1! I ~ <br /> <br />.~ -..... 1 I! ,--Crowl7 ~ __ <br />" = H-.=-~~_L_L_C~l 'T= T 1[ ~ l_L T T <br />, I-STI10r58Levee-1 8---::1:. 17, I -7-- - <br />,,-, -STi'rO t-O.J.!f ChCiane/ . I Li/77lj of Work Slope /017 2 / <br />'" : ~~; Lil77/j ol";(? 'jf---/ / <br />/, ~ ';;w//::.-.....~___ B I ~_ _____p_ <br />/0/72 -. i PCSTr/(:':<i'J ~!::;.;~:~r:---~'<;x_~> 6'6'O-Uirmf ,f/lcce.s.sl1ieo (l;mporory) <br />, j~ ~\/ I CorpstJlEllfllileers foyerse.5jll/4 <br />~ ..., // " s:J1 G /9. 7-1Y <br />I '-......1/- <1;;). // -~ eve~~qv.~.#.~ ~ ~', 4,) , () . I'" <br />I _~.,...../ fjo.57"'/4'OO" '-.: ~588,()32.78X <br />',-.i.//'1 /~ --- ><?~ 5,)' ~' <br />, '/ /'1-' ~ ' <br />'\;/1 f..;;, , T = 2 7..J ~ I <br />.,...../ I V;i ///)..:. 49...9 / <br /> <br />~- / <br /> <br />"~ lo"6L;::~E <br /> <br /> <br />CHM.I\E:.L IMPROVEMENT <br />-~-- ,- <br /> <br /> <br /> <br />-- <br /> <br />----' <br /> <br />'\'IJ <br />\~ <br />:~ 1 <br />\,N I <br />I(i. Levee L{//,ye;VO 2 <br />\~ -,1 ~-23~2'()O'/ <br />I~ D = .30."'00" <br />It--.. <br />'I~ 'I? = 1.90,98' <br />\~ T= 10.4' <br />\ifb L ~ 7.9.6' <br />I <br /> <br />"i---- -J <br />, ! <br /> <br />, <br /> <br /> <br />I <br /> <br /> <br />J--____ <br /> <br />l'-" <br />~ , <br /> <br />--- <br /> <br />, <br /> <br /> <br />'\J <br />..,~ <br /> <br />~ <br />~ <br /> <br />~ <br /> <br /> <br /> <br />~ <br />~ <br />~ <br />~ <br />S <br /> <br />- <br /> <br />- <br /> <br /> <br />----- ' <br />- ------ <br /> <br />I~ <br /> <br />Gc-Shed <br /> <br />r<> <br />, <br />~ <br /> <br />~ <br /> <br />~ <br />;J <br />, <br /> <br />~~ <br />~ <br /> <br />ee16 <br /> <br />~tof]e--~,. <br />ric/< <./ <br />De( , <br />\ ' <br />, \ <br />\ <br /> <br />\ I' <br />" _oiprOP <br />f,di<-, <br />GrotJ, , / <br />, / <br />I <br /> <br />\ti <br />k- ' '- <br />/ /' <br />/ ' \0 <br />L!// x-~ <br />,/' ~ <br />I ,/ I I <br />//' <br /> <br />~,r) <br />/' <br /> <br />/' <br /> <br />R R <br />-- <br /> <br />R/W <br /> <br />Hause <br /> <br />" <br />8 Water Main <br />I I <br /> <br />-- <br /> <br />t9 <br />~ <br />10 <br />I <br />1~~ <br /> <br />\ <br />I, <br /> <br />Liml! of <br />/lccess I1reo <br />/'Tem.:Jorar!j) <br /> <br />-l f <br /> <br />W <br />'2 <br />I~ <br />---JI <br />o <br />~ <br />4 <br />2 <br /> <br />c' -' <br />-0---- <br /> <br />~ <br /> <br />1 <br /> <br />. <br /> <br />\ <br />," \ \ <br />" '\ ~ <br />',\ /' '----~ \ <br />~ ~~ ~~/' <br />, ,- <br />. _ ,/' v-. <br />/ "y/, / -\ <br />'" I' 3Q/'/j/ ,il <br />,-. 350Y~9G.61 ~\~ <br />'0_ ,I~ '" -----, ~ <br />\...J.J l~ ---. <br />c:>__ ___ - ~ ',." <br />,~ .~ <br />~ ,t- <br />I '- (';:, <br />~ '- '~ <br />f..:::. 6'6',>. 'C\\ <br />V:i '6" ,t') <br /> <br />j , <br /> <br />8 " Waler Main <br /> <br />COLORADO 363 <br /> <br />\ <br /> <br />G' <br />S. <br />(l <br />-;5 <br /> <br />\\~" <br />r\C) /{ <br />D \\)/~ <br />~, ~o \~/1..:~ <br />\S~\' ,.../' <br />1<..1) ,.../ <br />\~ ' / ,/ <br /> <br />\~ LorpsofEl7f/~ee:~ ~ <br />\~ Traverse ,')T/l / / \. ....~:. D8RGW RR <br />\',1 4.36,2 (;15.9 Y \' \ /:S Wafer Tank <br />'~ 1,587/ 8GO,..95 X \,'- / \/" <br />,~ ~ \ <br />\ 1'- ,,___~ <br /> <br />\~ <br /> <br /> <br />~: <br />"")1 <br />,I <br />~i <br />I' <br />~' <br />~ <br />~ <br /> <br />c9c9 <br />:'-:>0 <br /> <br />" <br /> <br />I <br /> <br />Toe <br /> <br />of 8//./((7 <br />~~ <br /> <br />\ <br />\ <br />\ <br /> <br />. . <br /> <br />>- <br />o <br />o <br />Ii) <br />. <br />(0 <br />~r <br /> <br /> <br />321D <br /> <br />~ <br /> <br />\lile Posf No, <br /> <br />\ <br />\ <br />\ <br /> <br />~. <br />? <br />0- <br />~ <br /> <br />\ <br /> <br /> <br />Toe of Bluff <br /> <br />\ <br />\ <br />\ <br /> <br />D 8 R G W <br /> <br />RR <br />I I <br /> <br />I <br />1 <br />I' <br />l <br /> <br />8880 <br /> <br />Top of Levee---__... <br /> <br />Concrele Cul'o/! Wall <br /> <br />llJ <br />~ <br />, <br />~I <br />, <br />~: '"11 <br />\tjl ~i <br />'\.II .... <br /><\, \:) <br />" <br /><\, <br />-.....Jt:::: <br />'IJI If) <br /> <br />g/ <br />~' <br /> <br />oeneral No Ie s: <br />Where removal 01 exisling uli/ilies will1/n Ihe //rnils of I/;e <br />righf-o('way area is required, such uli//f/es will je remov~d <br />or relocaled b{/ o/hers. <br />ror fllP/cal see/ions 01 exi.s!ing channel lining see <br />OW6 ),/0. 2/15 . <br />ror Iypical secfion o/' exisling bridges .see OWG NO. 2/17 <br />ror typical sedion of exisling log and rocK revefmenfs. <br />see DWG NO. 2//7 <br /> <br />, <br /> <br />PLAN <br /> <br />SCALE: 1"= 20' <br /> <br />---- <br /> <br />Exisling 6rouIld .5urface---__.... <br />___ I --- --~ <br />----_.../ <br /> <br />, <br />( <br /> <br /> <br />'1 <br />\:::: <br />~ <br />~ <br />(::)' <:u <br />~, <:u <br />9.<" <br />t2. <:u <br />-""';-.....J <br />-"'1 <br />~I~ <br />\::::. , <br />~'~ <br />(j~ <br />~\rj <br /> <br />f <br />, <br />I <br />I <br /> <br />.s ~ 0. C' .3 t:tJ <br /> <br />'*' <br />\l) <br />~\I') <br />'", ~ <br />, ~ <br />'<:l;J <br />~ <br />\rj;;j <br /> <br />8880 <br /> <br />5=002 <br /> <br />Top of Levee n &5'770 <br /> <br />- <br /> <br /> <br />. TOp~qf Levee....LLC!8.Z'!O <br />I <br />57:4 O~25J <br />/'---- _ ------ <br />, EL dtJG8.60 <br /> <br />~-~'-'- ~ <br /> <br />--- <br /> <br />-- <br />--- <br /> <br />---- <br /> <br />, <br />-1--- <br />I <br />1 <br />, <br /> <br />---- <br /> <br />/ <br />/ <br />/ <br />/ <br />~/ <br /> <br />.5TA -(0+0/5) <br />_. _.... u_ _'.__.__ _ ___ __ <br />EL CJ8657 <br /> <br />z 8870 <br />o <br />I- <br /><l: <br />> <br />W <br />..J <br />w 8860 <br /> <br />~<;) <br />~ ~ <br />"lCQ <br />f"<:CI::l <br />~Il;j <br /><<" <br /><:u. <br />.,.. <br /><<" <br />-.....J! <br /> <br />~, <br />~; <br />~I <br /> <br />---- <br />-- <br />-- <br />- <br /> <br />O"~ i <;) <br />~'~ <br />~I~ <br />~! <br />r-..'-.J <br />")1 L...J <br /> <br />Top of 6routed Rlprap Lining <br />.5 =0023{;8 <br /> <br />8870 <br /> <br />"") 'J <br /><:0;)1'.: <br />;. l\.... <br />'J<:'Q <br />~<:l;J <br />VJ;:j <br /> <br />" <br /> <br />~Exisfing 6rourJd 5urface <br />--- 5=0024/3 <br /> <br />Cnar;.7e/ Inved- <br /> <br />, CD <br />S=0.024/3 - rlow <br />---- <br /> <br />2 <br />o <br />I- <br />~ <br />W <br />..J <br />8860 w <br /> <br />, <br />--4-f Lxisting Inle f <br />I S/ruc!ure (Wood) <br />, <br />I <br /> <br />CD <br /> <br />- <br /> <br />\._5.!A_ 0 ~ /6.__ <br />fL d8 b I. 7 <br /> <br />-- <br /> <br />--- <br />-- 0) <br />\S) C\J~- -_ <br />'0-; <br />~l<)CD <br />~co <br />,. V)I~- <br />1+00 ~ <br /> <br />--.------ .. <br /> <br />------- <br /> <br />-- <br /> <br />3+00 <br /> <br />2+00 <br /> <br />1+00 <br /> <br />0+00 <br /> <br />0+00 <br /> <br />8850 <br />2+00 <br /> <br />.1 <br /> <br />, <br /> <br />" <br /> <br />8850 <br /> <br />PROFILE ON t. OF LEVEE <br /> <br />PROFILE ON <t OF CHANNEL IMPROVEMENT <br /> <br />Oro/./fed'Riprap 8lonkej- 'Il <br />f)errick .5/one~-----..... 2.25' t <br /> <br />/lsst/mecl6rCt/rJo' Line- _, /1-- . (o;J?ocjed ~ <br />, ~_______ _...r.:..~____ <br /> <br /> <br />,,_.lop-pi Le'J/Re_ <br /> <br />~ --,-._+-, -. -~-'--"-- -,...~---- ._._-------,- ""---_... ----~-- -- - <br /> <br />1___@_J8-:":_5=_:R_EVI~[D GERRICKSTU;-:,EXTENJED CUT'OF~ W:'LL AS BUILT <br />I CD '9-3-49 1 ADDED INVE'lT ELI:.VAT,ON, SLOPE <br />~. .----- - ----' , <br />: REVISION i DATE i DESCRIPTION <br /> <br />, - ---T--- <br />-'~,..--.. <br />! 9- ;L12. <br />f' . " <br />BY <br /> <br />: . <br /> <br />r <br /> <br />1tJ'-uV , <br /> <br /> <br />Groded Fi/lcr~ r. .-i <br />"'S'~ <br /> <br />i. <br /> <br />/ <br /> <br />Im:erl//~US FlI/1_ ~ ____ <br /> <br /> <br />] 7 ~ <br />~ <br />~ <br /> <br /> <br />DEPARTMENT OFTHE ARMY <br />CORPS OF ENGINEERS <br />OFFICE OF THE DISTRICT ENGINEER <br />ALBUQUERQUE. NEW MEXICO <br /> <br />r <br /> <br />1;5:c:1 <br /> <br />o <br /> <br />TYPICAL SECTION THRU LEVEE <br /> <br />\ <br /> <br />DRAWN BY: Del! ~--- RIO GRANDE BASIN, COLORADO <br />WILLOW CREEK CHANNEL IMPROVEMENT <br />TRACED BY: <br />.IHJ-CPS CREEDE, COLORADO " <br /> <br />CHECKED 9'fWf6 DC'.",] PLAN AND PROF) LE <br /> <br />'L=:r1:~~/~)~f?: STA 0+00 TO STA 2+00 <br />ICHIEf CIVIL WORKS PLAN, SECT <br /> <br />.... i <br />I . <br /> <br />~r- <br />'~j <br /> <br /> <br />___j/"fl.rst/mecl Grct/rJcI Li/7C <br /> <br />SCALE: \"= 10' <br /> <br />RECOMMENDED: <br />~' _;"'-->.~~_+.___l _:__~!:' SCALE: ~S S~OWN <br />CHIEF, ENGINEERi~~~1510N ~ - <br /> <br />APPRO~EO' __-~~~~~-~ <br /> <br />/''''-[T LONEL. CORPS OF ENGINEERS <br />. DISTRlcr ENGINEER <br /> <br />1: <br />,: I <br />I <br />I <br />I', <br />'I ' <br />i ',~ <br />f . <br />r <br />. <br /> <br />'--Common Excol/otitJn- <br /> <br />- , <br /> <br />INV, SERIAL' NO ENG 29'--005-t'9-93 <br /> <br />...;' J <br /> <br />~ <br /> <br />OAT : .M~_!.9.49______ <br />, <br /> <br />,SHEET 4 <br /> <br /><J' <br />. t ' ;, <br /> <br />RG-WC-G- 2/2.2' ;;'l, i <br />, . ' <br />, 'Of 2 I 'h ~< <br /> <br />DRAWING NUMBER <br /> <br />, <br /> <br />" I <br />,l':l. <br /> <br />I' , , <br /> <br />. <br /> <br />,,', ' <br /> <br />, <br />