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DEPARTMENT OF THE ARMY CORPS OF ENCINEERS - "\ ~- , , , , ", Slope I on 2 ~' j 'I ',&..- - ........... ........... . ".' , ~ ---~ .~..-- """"""''''' ....-Vartes 10' MINO' -. "", ,...--- , ..... T---' , Slope-""J_on 2 ., CD Channel ~ \ \ ~. ~ ,,"", +" ~I It'l" I <:1..\ .....1 "'"'\ .....\ ~\ <I) c. c. o \ .c. ~'\ """ Q ~ No, _ ~\ ->'-' 0 \C\' ~ 'Q:.. \C\ -.:> ~, ~ ~ ~\ "'"' I I I I I I I I I I I. I I I I I / I I I I I I I I / / / / / / / , " , " ,/ " , , / --- 5223 / ~ ~ <D _ J..4lope_l..-~~- ......J. .-' ~H/-JV;i"~O' .^'; 0~/< / Slope lon2/ / el / CtlO(\(\ / . gi(\cl.l <--Of' / / / / / / / ~ ~ / ~ 'V; - U) --- I ----- ( / €.~Q ,. \.\\ S ~O~~ ~(j~ ~~~ (jO 'S7~ '" 00 0;. 0+ 00 (()O;' 0) " " I Iq, '.... 'I~ ,\> ,::) '.... I.... ill) , 1e)1~ <::)I~ 1-1~ it) I:: " ~I:ll II)~ j-', ... 1 (BU/~he(]dS - F:r details ree DWG NO. 2/6 / . I . Q-Gr.;de,.? d'aln ~ -.. - I' / /, 'JI-concrete Cut-off Woll; - 1 '---- / '.-- T .......' q,' 1::1 t: I 13 4:::' ~' ~I l<l.l <l.l 1<::: ~I . (:l , '.... ~. ,II) ~I I.... 1::' .\> l<Jj ;;:; S <::)' i- <l.l I'c)' .....,e::. 1-: l.c)! c::: 1 I" i()' ~ t), I .....::: (b , 11)' ~ ~/ I Limit I Il> e:: ~ II) -,~ r' '. ..----' " \I.~ /'//' L-.L---l- ~--r \ , ,/ / / /' / , /' -Limit ot R/W / I I I I I I I , I , I / , I I I I / I / I J J I I I / t / I I / / / / / / , / ,/ /' / I I / I / / / / / /' / / / t i of R/W 0 ... ,\I \:: .... Il> ~I , , ... i <::I'..... "l:!1 ~ 1::1 I:: ~~ .~ ....... I'-. (:l .....::::;, "'Cl Ie) .!;: ~.~ \I)~ I / / / ". ,;- o I t\,j' t\,j ... ~ ~ \I) . - ~ I "Il-I '1 ~I /~: / / <::: (:l , .... " '" C: (:l ~I 1 ~I """"- 1-----~f7!1 o 2/3.../ '-" OWG ,!J.::-:---- " '\5 58.8// ~\ " O,~O}// ~\ EXisting'",;, i-' ~" f~!.-/ O. '?.\ 7imber Crib "'" (\l\Y 'mber \--~ROCk Fill , 00.' .,t' t <:: For~y"'" , - ~\ ~ / E:xistln~ ed J '- ,.,Ical Sectiorr" -' \...8// _ \~ 'b remO" '" See OWG NO. 2/6 ,,/ (\. / ~ ~\U'> erJ 'ne "'-----.a.. m.. ....;. ~'.. .1" ~ (I' 0\ ~\'-' t,hiS ,j ~ - - -f!--~--,,--,. . __, 0'9-- ~-~~~ \ .- -c.. _.'~__ ~", I' . I .0'Y -<;10' \0 ',. \ _____. ,II I' .'. r ~ ~~ ~ !,' ','/'f/ _~I Y~'i I, ;;..- ~er.j,l/ ~ 'll-~~... VM",} __- "... . c- ,; -l/' ,<:> I O!} ---- \ I ~~J' ''',,- ..>-. __ <,0,'/ " "-:,o~ ~o//~~. . -, , ,,- 0/ ~~ / , .,<'/ '---- .~\/ '" 'v'/ / "'~ '" ~. ..o~~ 0-:> O,?, Q",s- -:>P,s- CURVE NO II .a = 54" 13' 54/1 Dc= 50" 00' Ls = 45' , Ts = 81.52 Bs = II" 15' I Lc= 63.46 Rc = 1/4,59' " ~ Cl CURVE NO.12 LI = 23" 00' 00" 0=25"00' , R = 229./8 T = 46.6' L = 92.0' / / - I ~ I ""~--.....}..--. , . ..... ~ \I) ,..----.~- T It'l .00,.' \t" \ \\ ''-.. '~-,. o . - '<; ,,~ \C') ,....... v ~''''"...- _/' " '" t~ Il> .::; :"t ~" I.,JII) ~'''' 'e.... '- (:l . '" ~.;> "'.... i !);'~;~.Y~ ~ ~\ I 03 \C\ \C\, "..0 . ci\ ,0, / ......".p. / V'l\ "', / .....0) , / <5'''-' / f , , It.v " , 0 (0'''' A....! ~ tJo./~ lr)/O ,.Ii!? -. I. f - 1 :::..---- 'T T l ....L._.L T I T--.- T''''- - T -' T"!I --'-Y- . , ! . I .L ;--;-/ / / / - /' /' /' , \ .- flO"" v Limit of Work' -n ~ -T.---........- T -- "T --,---- / / " / / /' / / / " / / /' /' / / / I I . - --- - -0/ / / / / - ///~ E' t' t<) ----- x J sing /"1'-. Ol) I'-. 1.0 ,\~ ...0 . " J.' , 0.- 7-0 ..' S .// ;...-- ~k " i ,< -'- .. / / /' / ./ / --- -- -- Cl'> --- q" :::: i / Pilot Channel ..~ ~'i ')I'~''.'!i_~___5,-C!:1^~NF'~...f:'.~OVE~E.J-lT.____.____ .. .__________.__ _ \-.+_. / --- -- \ /;// _----- __ /~ r >' I \ ~ . \ .... -'\,~';'\ --I .\ - ':-' ' ./ \. \. /\ i " . ,? '\ i .,1 , . ':' \ ' ., I 1 .-..=--===-~~~/ ' ____..._ ::-I~____~ /" ~-------- <::)~' ---- ----::.:...........~ " . 'I--- ""--, -----.:.-.lL' _____ , '{r --~,- ....." '. '-:.-~,:~. :- '. . _.~ -",____.._J \'", ' .. " '\ \,. \ .',^,. ~ ... ~, . v /- -- _~ S ';3' --....1 It'l', C\J " r " , , ..__________<..r..-- /----- / / I I - . I <:!:), I!) / I /' \ \ -- C''JGr _'d~ to d,-ail7' \ . "-. / / ['~isting Bulkheads / ---~...... , , , " . , ~ .....~6> ~/'-? ',;- , -- 0-:> - ,s-. '(-'/. o-? .."'Z. ..~ .l.. _......... ~_"""-_ ~ , .,.." ;' _, I ~-~-i' _ 1. /- .J.. ...l /' ..........-/ /' / /' " _1- /' -.- , ~ W )I ~\ . \ ~\ ~\ u;) \ \ <:1..\ 'V,\ \ ..... \ ~\ / I" I / Existing Ruck Cri"$" Limit --- .... , " , .... , , .... " .... "- , "", " ""-. '-. -.- " -- -- I of Work/ ~' -\ . Lim:-t of R/WJ El(isling Concrete Pede~tals ~m_ I_t \ \ \~ \. // ,- , )- X-" J \. // \ \ , \ \ '.. \ . V ' 1_ 1 , V'~ \\~~ '( ,. ~ "<}{\~ \~ \-:;.. '\ , .\ -- -- ----- -- ----- -------- -- -- -- -- -- - I , - 1 I "Il-i '1 ~I "'1 ~I ~I \I) ~ It / / I --.-- --- ---- --- I . (f) ~ ~ >-~ 0\ \{). ~ 0\ ,t-. , . t-. ~~lX) <J) (f) t-. ~ ~lX) -alX) Cl...l<)\{) ~ ~ , - / / , , / / j ~corps of Engineers Traverse STA 7 / .. , "" <::) Ol) ~I \1)1 , ! l-.' \l)i rt.. Wood Flume on 38'j high Trestle from Mill 10 Toiling Dump. Flume Treslle within Channel 10 be alfered by o'has to provide clearance. '" , "ll- l<) :'J , I~ ~ I~ 'J-' I~ ") . -...J i-I ") '4.1\0 \u 'I~ i-\O <l.l~J C)\O ~I\.. \{)'i- "~ , ... ~c:.,~:::: <0 ,Ol)I ~ ~ I-.~i ~..... <0 L,~ (:l ~ ~, <o'\) 0' ~oe 8770 ~1 0-;' C) "I ~I ~I tr:.i ",[ .....1 ~ ~ ". \{) i- 0., ". ~ <0 ~ V) '... Ie:: 'I:! i~ ,.... ~f .c::: "): .I:ll ~, ~ ... C\J' I C) CI,j' \{) 1-'1' ~ ~C)... tr) l() .~ '<::I. <0 ~IV) ~ 11):\,01 " PLAN SCALE, 1"= 20' ''-'' t " I ", EL 875695 I 02... : I ~' V\~_LJl /\-~/> r,/' ~> I. ~-- ~ / I " / \ " i i X / ", ~:' / , r! 1(,--_._-.; C) /( EL875407! :'''o.Oi83 ?-I ,~/- - .;' EL 8751.44 ;('. Derrick Sfon~ ./ S-Q/o 0;;:> I' i n 87'50.22 f.J:'" II, =0.02969 I / t: \ __ y /' J . u' - 1- '/;: d' ~ . .,-0 IT ~ -'- -- -'.. -- S=0.0.J95 -'"-"'") .r -v.A- n 8745.60/ EL ,-7'.. 53C/ ?1/ji i............EL 8744.97 I (~,/, ~oncrete Cut-off Wall \tL~ r.::>--compacted PervfcJt.'s Backfill \{) r2.l!tlt't_SJ~uctE.!~-----1 C)I ~ R' i-' 1-' 1-' - .........'....... fl _: \{), \{) ~ tJ' \{), ',"l:!..... ~I ~ I::'~ ~, V) ~~ co, t- I I: \Wood Trestles for Flume i I I . . : Top of Grouted Riprap LIning I . -Tcp of Sloped ,caving ~ Cl:i ". " '" \{) ~' ki cr;[ 'S7~ '/ '0 00 ~ ~, <01 8770 I Top cf Wall- EL 875799 1---. J!"3".J Left BanA. " EL 8758.6/ 8760 I \':;1 .. -; --;"n..E5733 fL8758:?J.../', !//', . f..,. El 875/. 62 /OP of Wal I-Righi 8~nk J l E;;75154 - " r-, I , . . . r-.. , I , , I I I , I ..... <:: <l.l 'E: , ::... (:l t, "'. ..... 5=0,0095 ,Channel Invert - I- Flow ...... ~ - - - . - .. . S=O 0030 '. I <l.l c:: i "- c::, C\Jt:I ! ~:-.t:: '.f)~ I \{)."1:J I ~-.(' t;: i ~4..J EL fl74215 ~ -- --1 lJ) :E I I- 8760 lj LL. Z Z o I- 8750 :; w --1 W o ' I --'- ._-~- -- . .EL 875567 -r.' --.______ EL8(5525),'!"\. '. '- J.;Jl,.k~~. 11"'1 Ii l !i .:: !~ 1\ E~ 8?46CQ./!;; ~ ~ ~ 5=0.05822 I , Ongmal Ground Surface".. \ ..t n 874718 EL 8749,93 8750 ~l s#g;%:;. I Invert Left Fdqe . . / of Channel- 1 "- EL 8750.23 I III vert ..plqht of channel '" S=0.02532.J \ , Edge EL fI14!3.62 \ / ~ - ---- -- J I 8740 55+80 8740 STA 49+00 ..............EL 8743.28 50+00 51+00 52+00 53+ 00 54+00 55+ OC _. L/m;'ts of Supendevoted Char.fiel Bottom -~-----_.._,,- I I -------- ---------,--~ PROFILE ON t. OF CHANNEL IMPROVEMENT NOTE: For Chann21 Detr.i1s '1t RCllr..,c.1 Bridge see DWG NO, Existing Timber Crib, Rock-filled, to ~e removed where it will interfere with construction 2/6 'Note: 5uperelt;voticn between T S STA 49 t09.88 a.'!d 5 T STA 50 -t 6334 to be obtained by shiflt'ng the longitudinal centerline yrade to r/g/Jt edge of channel bolfcm and raising the grade along left edge cf channel bottem OS shown. GRAPHIC SCALES 0' i" = 20' L.._ 20' 40' 60' - ., I" = 5' 0' l--,-- 5' 10' 15' r -' m i AS BUILT 10'13-50 'KE\ERSE:J, DELETED SLOPES OUTSICE BER~S,REI'ISEC BERMS - . I-~---..- __ - LS-,> 5-31-50 '?EN...E""!_..."EVISIONS . ____ A--,1I~8--49-:~HANGED~,\8~~ FRO:~ ['\'nl "ilL -0 PeRVIOUS fv'~-;-E!':~ REVISION- DA,,-i-- DESCRIPTION DEPARTMENT OF THE ARMY CORPS OF ENGINEERS OFFICE OF THE DISTRICT ENGINEER ALBUQUERQUE. NEW MEXICO RIO GRAN DE BASIN. COla RADO WILLOW CREEK CHANNEL IMPROVEMENT CREEDE. COLORADO 1~1J8 , 1- ,_-:- :o;;-;~ 0' I" = 10' '0' 20' 30' ---.----, - EL ji Channel I ~ 6' 0" 875090 -=+~=- "-:__=l~ I /' 1~6" 5'-0"MIN ....---........-- .n. -)e.o Slope Ion 1..-/ (-0" I I -----j r- 1[;;/ ,8-- !~t 1 . ,Grouted Riprap ~~ Spillway 5'-0" ----u--r--- ~ <::) . -' ..... . , Top of Channel Embankment - d- { Channel I , from 29.6 tc 50. I Improvement , Varies - BY BY Grouted Riprap ~T 2 "'::l ''-.!., I i--~~ie!...j....lIaries . IC' MIN Varies , Varies ~ --- . 10' MIN - EL B748.41 EL 8755.6 DRAWN BY; ... ~ r '" .<1> ~ ~ _L ~~--+----- (~Kistinr; Line ~CH '" .Il> ~ ~ ~ 1- - _ - - - -~ .....:.. __ - \ - "0'-'-9::701 Grou.7d L in", """""uncompacled Pervious Material &, CHAN NEL 0 TRACED BY UJ SPILLWAY AT STA 50+22 r. "'\ . ,. CHfCKF.D BY ~rL ,172 \.I.\~ f:V SUBMITTED , j I ,., ~(,,:..._, J~~::.~i(. "'__~'"-'~ CHiEF, CIVIL WORKS PLAN. SECT RECOMMENDED' '\-' .). \ . , -'J '\: ' ." . <.' .. J ~ ~. CHIEF tNGlNEERING DIVISION APPROVED; . .1...- '._ ,"/'.,:'" .'-/-:'.'/"" < ~--;:".. - tT COLONEL, CORPS OF ENGINEERS DISTRICT ENGINEER DATE.: ~~EPTE.!;1BEfi, . 1949 PLAN, PROFILE STA 49+00 TO a SECTIONS ST A 5 5 + 27 I ... ~ C) I' ,/ , , I" 25'.:! ~ TYPICAL SECTION - PI LOT t. ~, . LONGITUDINAL SECTION SCALE: 1"= 51 C ROSS SECTION SCALE: 1"= 5' STA 51 +71 TO STA 55 + 27 ',.1 :\ 'hik. fl.rl{ SCALE: AS SHOWN , " 0' SCALE: I = I " ., " ;'.' ~ - ~;. . . ',; :J: DRAWING NUMBER RG-WC-E-2/4. t ..:..",) I f',-d ,I.. ~ !'l.. - C', ~ SHEET 6 OF 8 '- ...~ . ., ,,;- '.. ~ ';.