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r---- ~= \ t DEPART)..1(NT OF THE ARMY " 8770 EL8757!J9 8760 EL 875821 n 875/ 62 ~. 8750 "..... o 1/ Cj: ::if Q~' ~~. ...' ", ;: ~ .. Cl .., <, .'?' ,,>1 - .. " ~ " -<: <.) " .. < ~.... 'l ...00 ~ '"'0" /'i ". ""P..r .. , :! " , ~ ~ 1) '" , .... " .. ." ~ < < ....z <.) ~~ ~- -ci: '" ~ ;;. ~ " ".,'ll ~ <r, < '" ." < '" .,., S: .:!: c?-. - '> CURVE NO II J " 54' 13' 54" Dc;' 50" 00' Ls = 45> Ts = 8/52' 8s = /1'15' Lc = 6346' Rc = 1/4.59' ',~ ~ < " .::: ~ <) --".- ~.. NO " 0.....' ~ '"", "- '" ~ <:> ~ ... <5 "' < ~ ~ II-~'" ~ I - L mlf vI R/W -'; I. --' ~ I J ~- -. I ..... "'" 01\ 'll~ 1'0~ 0' tl 0('> i'- G'/~O'oO' , '0' " /' 'v " I ,/ / 'Ssee ae' 0' /~\ BO~~' fO!",> /\-0' 00Q =-l,J' ~ ~ 0' ~: ?' -o~~ <.0<]:) ....... "'-"" ",,,,- ~~\ /" 1- ." , Ii:; ~ ~ 'J) ~ ~ '" "'... " " <:>, '"':: r "'" <.I'l .. ~/SI n(j "' ~' .. mb~~ Cnt; ""'" .;:. /Tack ':-1/// C For TY'''I _~ I " - ~C"'Sec~,tf' ~ S86,:'WG '\10 . 6'0 :r. ., ~-:::- , ". rnter . II ~ .,st1n'1 eJ to - ~~ J" re,' C', . e r/'llsllf'1 ". (hL,,:neiJdS - Par Of'fOfIS see , i.Jra~"~' ,Jo '! JIn -~- c....G ,\CJ, 2 6 ::--- "~~ conertole ~d-off woll " -.., ..._~ ~, "'c,r 0, J _~ \, !,() _--::::::: - ,~...._- -'" - ~ "'---....:....r:- /-;T -,.. '\ -'- -~ _ ,Io/.. f' / or: I 5 , ~. /- ... \ / / / ~ 0- .... o -:> ~- /0 -:> \ 'C)", 'J '\ ----. .~:::.._--~c~_-=-::_-=____,_--- _ . I _.-~ <9.. P.....; ~ o L ->.. "'7. /". 4J'.c: " . /0-> Iy ..... </~ ~. d.-a/~7 " A J_ .- ',.\ _.r----...;.".. , '.T,' ., , \ \. - ---":.., '<lsllnq Bulkceads ';:01 EA/slmg Roclf Crlbs-- \ . \ .... \. , ... \. ~- ,. ~./ " <: o </ <2....~ , ~..... \J --9~ /J" -% ["';stmg Concrete Pede5fols - I 't \ .... I [,m'-, 01 R/WJ \,~\~, \ '... ....... --r-r- ..... "Z,J" 'Z\ .... ~ \. "-, "-, .' ,,-, "'I ~: ",! . b /'" // /sw)e i Qn 2 --LT'- '" - - / rt"ar, " 10' WN() .......-- t -.......- T ....... --y- 5lap~ lan2 / / --"-.... L-- / // ( '-riA ~r-. ~ ) / / / / ./ I "'" "-,, 0,1 '" /Z,' ~ ~! ~i / ~I ~I ~ "': ~,~ I /~I ~' - >1 ----- I o~/ 00/ ,<>o,,/' ,~/ / /// "" '~ ~.../ /rilrnt\ ... // \ C I . "'lr.C_. ~~~~~/ ~. umlt of Work / ...... -...... ...,... -........-- ... _....,..-------....,...-- ....,.....,,---- --..r- \. , ... \ P,le f C) '" Cr.an!"e/ ,p,';,,~,,_,~J~cN: , --6._'~,-_ ..... Slope I on 2 1.....--.... -..... - .... ,-Vortes 10' !.fIN 0 ..... / ......~'-...L --~r f'- , Slope:J_on2 Ii) .... ..... , '- " '- , ...... ...... --r - -- _T_ L/T:/I of Work , , '-- .// -.-- A " ~~_ rl Nr:Jd Flume on 3S'! l'liqh TreSllf' from " ,\. M/I; to Tailing Dump .' .. Flume Treslle .ith;;' Channel /0 be a/f~red .N ',~ by Of!Jt:yS 10 prov/de clearance. "" .., :ci .. C) '<) ~ "> " C) <) ~ '1) ",s- "':- -V .....i ,"'-' "',<> . "O..p / <9<9 j / ! . '" '" " ", 't' ;; "") -J '+1 '" "'<<> ~ (,0, O;;:.r) :)(,0 tJ..P>-.. .() 'i-' '2 C!::i ~CJ~-- ~~::tC) .... ~,cc~ '.I) 1...)"" 0 ;.< OJ ..... '" ", ", 8 " ", ., "',i ~ , I I ... < " ", '" "- Ii: ~I ~ '" ., Ouffet Structure - ~ ;; <\I:' ~~: t;- ~ Cy~ V') '<),",::: 'Q, 'J) ~'Vj l..l (J)'.... "' ,~ ~ ;; " ~ ;; :;1 '" , -"-. " .., Clr:,- ,{1;)~ ~ _ C::-..... '","-'''' " OJ T ..... v' ~ v ....., " , i 1 Top cf Wall- '3'; Left Bonkj~ .!! ~ ---: ! ' Ii ! I 1 I i . I \wOod T"slles for num6 /Top of Grouled Rlprap Lining J Tcp of Sloped Paving i I I I I EL 8758 61 /i~5r33 >, , J1~ , I U 875695 I~<;> I? ,c_ 9154 ,'7 / 1':'- I ....... /./ ~ I, , S=01052 ' s= 0 02969 / 5-0028.3 87~'- 44 / oe;rick Stone i . EL 87502l? : , ., I ~TOP of WO/;-Rig/,I Bonk ~i / / ',..~ 1 -- EL 875154 qr~ 815 E:... 8 ?5~ _="{ 8~49 93 ..J.J~___ ~,- 1'1 :1 Ii \' LI II 1\ S=QO.J95 I EL a7.J~ 60~/ I " , EL 8744 ':17 Cut-off Wall ~ E'L 8751J7 S",Q02532- Invert Left Edge of Channel---- , EL ~ 746 ()O'/ ,~;f = , I , '5=0.00951 ,r I \. , ,. L 875023 I Inverl RIghi of Channel S=0.05822 S=0.02532 " I I Edg6 IEL 8148.62 I! I" " , 'oJoJ J , \ , FL -'/~4 ~}f' tt ' -- - -----I \",j ,[------Concrete 8740 STA 49'00 50+00 51 +00 'Z.iiJ : _>-{;OmpoCled PerVIOL.'S Backfill 52+00 ~ Limits of Superelev(Jfed Channel Bottom PROFILE ON t. . Note' Superelevotlon between T S STA 49 f09.88 and S T STA 50 of 5334 to be obtained by shlftmg the lonqltudmol centerline grade fa right edge of channel bottom and roismg the grode olOflg left edge of channel bottom os st;awn. It Chonnel 1:..0..' ~O"MIN.. EL 87556 EL ~ 6-0" 8750.90 --1--:-_=~-:--=-=-H I <:> " ..,-i. Spillway 5' ":'0" Top of Chonnel Embankment I ----/ 11./ Grouted Rlprap I, S=003 - ~r-- <::, ~, , , SlOpe 10fI1.-/ I~,~ \ a EL 874841 j~~---':::':""Grouf8d Riprap - , , <:>: I, ......1 25':! LONGITUDINAL SECTION SCALE' 1"= 5 C ROSS SECTION SCALE. i"= 5' SPILLWAY AT STA 50+22 PLAN SC:"LE. 1'= 20 ,Cf1onn~1 Invert OF CHANNEL 2 .T :'> ~ " " ~ !;, _J ---~ '" ~ '> '" :< . Ongmal Ground Surface, ! ' I EL -, F.'ow i- ~! '- ..J. LL 53+00 IMPROVEMENT " , I ----'--~ -------------~ ....L______ ( I / €.~o -n-\\ S r 1 CURVE NO.12 J = 23' 00' 00' 0=25'00' R = 22S./8' T = 411.61 L = 92.0' -1- ...,.... _.........,...-_..__-......- --Tn -....,...------y"~----....",-- '" "- '\ ! - , , \ 0.) ,'" "- ..... .... \...... .... .... .. ... ----~-- - -- -1 l /- 874778 I +- - .. , 'SuO 0030 I 54+00 I" = 20' i" = 10' Var/es Vanes frY!1',Z9.6'lc 50' _.:;' tl Channel ImprCM!ment I" , 5' Von e 5 IC" MIN-- - Vanes _ Var/es /0' IIIIN "-............~ ~ >-~ '- \,() ~ (h "" ~-"" '- ~ '"'t (Q " V) 0"1.... '",- ..~ \_0", '\.Cl..tr'llC) , .,. . '\...,- '\..., "" \. '... \... .. -El/5fing Channel ~ .. . --~~ ... \ \ " /' ---7" 4910 CORPS Of' ENGlNURS >< I ... " " '. ~, "': ~! ~ ~i ~! ">i ~I ,.. GRAPHIC SCALES :;, 22' ~o' ~-- " 2') , , .--..:.---- i , , , , , I , , , , I I I I , , , , I , , I I , / / / / / i '. I I , , , , I .. ~O~~ I>-V~ ~~~ vO ~\ ~ c- c- o to- ~ ~ N ......, + ~ ~ "'- \C\ ~ 'lC\\ .., ... <l. c. ~' ~ \.U U)\ / / /' / , I , , I , , I , I , I I , , I , J r I , , , , / - / / , // , , , ... .... ." ...' "" "", '0--- "'\, ~. , '0--' 0...\ -r-' --Limil of R/W -"-~- ~,//// / / " \ - flo'" ,~/// .., / 9' .... o '" , / , 'n "" "' \\' \ . \,0(' - \C)\ ~ J to ~/-- '" , 0' oQ }'7/ -". -1;() _ "cP/ ,\"'. .. ~Q:) " a-~ ","> .... ", ~ lb , .. ,,/. ~\.,I'k~;;~20~~ !~ ~ ~ /""'j ~// \ ~,,/ //L ,0 J ~ ~~. /'. """""-0$) / ~ "'\,,:~, / ~ ~, ~/ ~ "-:..\, , .t~' ~\ ~/V)O ~ ~, ~h --\ ~, ~; 'f'" \ . - '" ., / I , ",,' on' / , " , ~~ - .,.-------- , - '" ..., 0...\ .g; ~ d ~ -'-Corps of Traverse Engineers STA 7 / ~~ Q,i' 0' 0' " ........ ''-',,9'J , " ~o '...00 ~ 8770 - " ~ .. '" " ~ ~ - .. co ....co "''' ~.., "'~ "'-., ...." t;;~ .J (/) ::;; , ... 8760 ~ lL 2 2 o 8750 ~ > W .J W ., EL 874275 / I 55+ 00 8740 55+80 NOTE' For Channel o.lails al Rcilroa1 Bridge see DWG NO. 2/6 EXisting TUT'ber Crib ROCk-filled to be remo....ed where it Will interfe~e with construction 60' _D' 1-----,------ -- -- --~. i I.:.s BuiLT n 5' (I') 10 '13-50 /':1, 5-31-50 2, 11-8-49 REVISION, DATI BV kEVERSE:J, DELETED SLOPES OUTS ICE BERMS, REVISED BERMS GE:"tERA!... REVISIONS CHANGED LABEL FROM EAR"'H FILL ~O PERVIOUS MATERIAL DESCRIPTION DEPARTMENT OF THE ARMY CORPS OF ENGINEERS OFFICE OF THE DISTRICT ENGINEER ALB ER E. NEW MEXICO .~..'7.1' __ _ /-- -~stln;-GrOund ~_----1 ~ L,ne / - 'O,#d}.'nol Ground L me I ~~ ",I " ~ <> ~. DRAWN BY: RIO GRANDE BASIN, COLORADO WILLOW CREEK CHANNEL IMPROVEMENT CREEDE, COLORADO JCH TRACED BY' EFJ CHECKEQ BY wtb fl SUBMITTED : , ~ I' { . cAl[':.c;';;LJw~~Z~~ RECOMMENDED,' -""' \ j (" '_J ," 1[1 N I PLAN, PROFILE STA 49+00 TO a SECTIONS STA 55+ 27 TYPICAL SECTION PILOT , UncOtl'T'JJocted Pervious Matenal & CHAN NEL ;'::': STA 51 t 71 TO STA 55 t 27 " SCALE: (= I o' ,. Ii ~~. ~t,!:~:,~ p dormrd '"1 u~~mljli~~inl(- t' i~ ""'I,,:~ ~+. ~l to C["~''; i~ i::(C d).lce with fl"~ ;:-'r': ., ~ "",,' ':' ..r~ of the (o;p-i of EnJ ::r " ' - . ~('l";:eln~l~f's" r:lld rh: -...... SCALE: AS SHOWN DRAWING NUMBER APPROVED, L/ ~:'--i '----/--:' ~t' <. <'" c<_, _ t.T CDLoM:L. C()JtP') ~ E:NCINE~S , DiSTRICT lNGINHIt RG-WC-E-2/4,1 D"Tl:' sp'r,EMBEIj 1949 ','RAWI~JGS OF W,.,fi:1<\5 Du'll SHEET 6 Of' 6 . .