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DEPARTMENT OF THE ARMY 0' 01 +1 r<'l (\I' I <t I- (f) , ,-- 1,588 5 I OOx I~UNING NO. 37f1 ~. ~ C\J , ~ ' ~ '~ , z o t- <l > w ...J w - t I 1O~ ......' , C\J ~ t!)1 3: a ;....A--1< n:: o u..- :x: o I- <t ~ 8820 8810 8800 8790 23+00 c: o ~ - o 3: <1- \ .. ...... 4J 4J ~ ...... U) Dr/st/ng 19.9'x22.7' T/mber Bridge 10 be Removed_________ - - :::-.... - ~, . '---' ~' .,. T I ~~ -H \ I I I j i 1 I I ' i I SilO 14' 50" E --.. ~-- 1 ~ I Bridge Abulmenls "e" ,For Oe/ails see owe; NO. 2/15 ~ It) c: o ~ "- OJ .0 3 - <1- \r 1 ~ C1> Q) Q) ~ C) \ \ \ \ \ \ \ \ \ \ , ... \ "', '---., ... ~'" , T . r- - I r 1'0... \i '<) -.. ~ ~ " ~V) '10 / , "T" - 1 I 1 Curve No.1 L\ ~ 60 11'13" D ~ 50':;0' R = 114592' T = 101,9' L ~ 123. 7' ~ -.. ~ ~ V) Garage A ~! I2 5.,.00 I ~, 1 ~i ...i.' ..i T . T T i i T I I .J. --------- ------- 1'0... \i '<) ... ------ '\;t -'~,~ C\,j ~ 0') \ ~ ~~ '" \ . ! '" c: <:0 I I .- ~ I ..J l()!IOJ C\J , c: ~ I"' i ~~v i~ -1 I ! , .1 'l\" + , "\' , 1 ~. .... ''l, ~ cs:> o <.J' \ \t ;2 -.. -- ~ f.:: V') _ ' h. C X IS/in:? Q, /0 'x/53' 7imfJe/'/3nd!7e- __ --- /0 iJC:\rcmorec!- ! I I I . or- ~- -r - T" .-h.--r - ~i CV) r 1 .1 . i "' , i ... I j \J I C'lJI i , ...,L I, 'Slope,' ell 2 M/N I ./ I ~ \ -'- -- ....,. ~Il ',--- T T .. 1 .. ,IS 17026' 03" E.... ~,~ rH.~N~JEL\;PHc,,:.MENT b'-+- ~ -\- - l i 1 ~-~ -"" Lo.. _ :r= '--I / ~I I ; -- -- I I , --I Ex /051 in,9 8(//! ding 10 be /'emo yej ~ 1 ~ -----_ i..... ~.~ -----',~ ~ <{) I \J '\J ,\t ~~i~~ '- ~ 1 C\:) _________ Q, '\;t: l() ------- i-"",,:- I ~~ --- --.J \ 5 \ \ \, \ \ \\ cr.. :;5> - o , I s = 0. 02.30.2 1 " STA c3t89 . I -(' T/mber Br/dqe t Abufmellls ~ EL 8811..3 Top 0/ Ahulmenls EL 88/0.25 ._-~- ~- - -----------=;:.::::.. ~--~ I EL 8810.0.5 I -----,--_ 1 I , ---+------t----- __-1- ----- S = 0'0233C---- - l()<J I ()) l()-. <:0' -.. "1 <J ~C\:) ~ ~-..J V)4..J 24-t00 .4 N ).... lJJ --.J --.J ~ L u / 5 PLAN SCALE: I" = 20' i ----- -,~--+----- I Top of' Grouted Riprop L/n/ng F/ !. I I -- ow .......----r- Chonnel Invert , ----== - ! ----,,-- u " i.,-~.S'=-O.OI582-- CE)( 1:.s;lIi7.9'_6rO(//2~/....fv/'ftce_l_ _'___ _'_ I ..s = 0.01121-- 25+00 26+00 \ j c: .0 r ::E ... C1> - o ~ <1- \ ...... ~ 4J ~ ...... U) I \ \ ~/ope 1 CI7 2"", I -r~ - "r" c: o :E "- OJ - o ~ .,. I \f <: ...... (() \ 1 --- j2 i- \0 C\J ~ U) I , S/oPf 1 o~ 1.5 k11 ~ I '->l ,,~{'rown J .. -t -7- ~--~_Lll__+-_ ._ -- ,)(" --. - ~---------------- V E N U >- o 0, "', IY)~ IY)' 'f/ , / I I I I ! / I "- C\i ~ ~~ "- 0) , C\,j\J<J 'J'..: ~ ~ \J V')~~ '- ~ ~ Q,\tl<) " End of Existing Cribbing PROFILE ON t. OF CHANNEL IMPROVEMENT .~ . -- / L/ml! 0,(' 110/'):/1 _...+ ~ _~ ~ :::z::~_ / Ji'-CrownJ '->! T T T i Slop~ Ion, 1.5 ~ '~ 1 -, .J.. ,........_.... i Umit or R/W I ~________I -- ,~--- ~ Umrl of AcCess Areo(Temporo/)')J ;-- ..J r T : : i : :'~ I '-F-L>(!sttn9--~hOn'7el .-/ -+- 1 1 t -",,-.-- 1 8. 1 . I') -L //ll /1 oj" J1/0/"t: - -r-- 1" i 1 i 1 1 I 1 I 1 _..i ....-.... r 1_, ~ i- f'... Hous e C\J / ~ ~ -.. f'... C\J ~ V) - -- Slope I on 2 '- "------- -.-----,,- '-- Curve No.8 Ll = 3057' 16" 0=3000' R = 1909.8G' T = 05. g' _________ L = /3/.8' ~ ~ \ \ ~\ A co co C) IS\ STA 26t53 ~ 1. T/mber Bridge i --tEL 8~t;----- I , I ---.. )- ~!'-- '~ ~,- '-.., -;; \, c; 'tl .;<::: I..j " ~~ '-""" t C1> " I) , c: i!'~ '--.., '..J- _ ....... 'U _ " 9- ~ C1> ------.--- .S ~ c: ~~ o '" '" .c: <:(Je:: ~ '- ~ ~' - ~ C1> ~~ ~ iY ~\l .~ ~ I -<:: <:0 I ~ .~ C\,j ~t,J~ ~ ~ Umit of Access 3~o (Temporory)"') ~ '0\5 C{; I -.... / / ." C1> .c: _<!l. CJ I'b I.&l i- f'... C\j ~ V) h. Q, 4 ! , \ , \, ...-..... " - -- -- "..:".., ...... ~ 4J ~ o o + ()) -(\1-' ...... \ (8800 ~- L{md of R/W7 ~ 1 ------------ \_ - --' f-" - -r" - z:- -::l.. - ~I-r---::I. - T -1.- -r -. n I I , , <{)I C\J V) ~l, r 'I ~ I <.c i ! "), I .... ~ 1 1 I LI'---L,.. I...... t (\I i I 1 1-1 - I S 130 28'47"E -<>-- ' I I L ,__ I T-I_J.._T_J_.r. ~ \ I ^ I- I Flow.--.. T it!) , 3: ~. ' a . 1'0... 1 "J 0:: I o . u..----.L -- ~. --"--, -_._"_..,----~~ i :~ I" <:0 XC\J I~ V) x I , I r-~ I\... w Z ..J :I: 0- I- !<t :E Ii I , '. i I I ~ I I -----+--EXISj/~ 8t11jd;'nJ' 10 be removed I I I I I I i ~ lJJ --.J --.J ~ , I I i i 1 I , I. i I L-. I E -----... --------- --------~ ~ 0>0> o -____.. I 0 - -....,s8a 5 ~'----.!. 00" .~ 8820 I ----------,---- , i --,--~--- ---l--- I 8810 s= 0. 0./232 , 4-- _~--IE~,-~8~593 _ b~- ,_______,_~____fE.xiSfin.IL(!rO-und- .5urJac.e..- -~---- -__ 'i' --- -------------------- --- <:'=0 011'/.:7 I I I ,v. ....IV ------- STA 20 t50 ----=..--- EL 8199.0. 27 +00 1 i +____ _____------.--+-____ _ ___.__________J-________ __ __.__ . O~ig/7S1 Go~rd Svr!acl?-\ 1-----........-_ _______1.. 8800 --- .-,. I I l~ . ! 28 + 00 8790 29 +00 . . CORPS OF E%INEERS 5212 ~t I I -i- f'... ":t I T _1 r I ! z o t- <l > W ..J W ~ I " I I' H_ -------- - - I---~ -... -~ . -..-~: --- ---;- , ' I I , BY . DEPARTMENT OF THE ARMY CORPS OF ENGINEERS OFFICE OF THE OISTRICT ENGINEER ALBUQUERQUE. NEW MEXICO RIO GRANDE BASIN. COLORADO WILLOW CREEK CHANNEL IMPROVEMENT CREEDE, COLORADO PROFILE STA. 29"'00 INV. SERIAL NO. ENG 29-005-49- ~ I { 1 ,\ I~~~ SHEET 1.____. . REVISION I DArE I , DESCRIPTION DRA WING NUMBER i 1 ~ I .,'J I' -_._----"-_.._-----~_. -_.._--.__..~-.- ------" RG-WC-C"2/6 d . ~. B OF 2\ ' .. r... DRAWN BY; THJ TRACED BV; PHM-GPG CHEC~ED BV; I PLAN AND STA 23+00 TO V.c,H. ~UBM1TTEO:t1 /1 ..;~ x;,".A~ CHIEF, CIV1L WORKS PLAN. SEe -- - \ __ RECOMM.ENOED: '. ~~:~,-,\-~~,',~_'.o', .~ SCALE: A,s SHOWN . CHIEF'. ENGIN RING DIVISION APPRA ~':'_-- L T COLONEL CORPS OF ENGINEERS DISTRICT ENGINEER r-- -