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~. DEPARTMENT OF THE ARMY CORP~ OF ENCINEERS CURVE. NO 9 >-1 0' o ), ff)~ r<, 'cJ- 5219 NOT A PART OF ... .. - THIS CONTRACT BEGIN "/ORK ..--.- THIS CONTRACT .. .. -- LI : 30;?7' D = 400')' " = /4"3240' T =4313/ ............~~ '-- < ~ I :8':.P5 '~-, Existing Grouted Riprap Tron ,it ion __ Existinil Groutp._d Rir;rcp7 Lirnjt~()lExistin9.._ Existing Channel Outlet S;ructure (In be r(!(!, 'I~ DC', sf:le Note I) CO.?C1eh Cut-off! "'\ wo/!,\, Exi;;tirig Derrick Stone /' ~_ ____,~ ",-.., '" 0 'J , ' - , r--...I\() 1:)' r--... <:J I ll:) ~~ __.1 "" \() iO i::::' :-:t ~-I ~ 'J~ ~. ci; 6; ~i 2 ~ ,__-~T- I.\J I.\J I.\J ~r 1<)' ~ =~' 'lJ ,~' ~~' ~i ~ ~I '" \rJ )..:>.: ' "~ 'f ,,- ,,>,) --- ..... 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A' o~. ~ I ~ ~- I' CafE Trove,'se i OJ / () 0-"'" i ',,>'Ie STA 4 -) I' ti~, , )--cor E -:-uverse ~ I~ ~ ct---t--Ltr'---~nL\V7.F6 -" -TA 5 I ......' 512'4820'E I .:;, I I L_~_~__,_ ." ____ ,,_ ~. ~'._", ~,__,__ __~ ,_~ ,_ E~E &.. '....9 S ----, ... Cl 0\ "- ~ U') <:l:> ...... 1:0 c! -, ',\ ...... ...., r _J ~ if) , , \ \ ...... ~ ~ I<) tf), \ \. "".- -,/- 0\ i:C o ~ f-.. ~\J "> \ " ~ (1) \ \ " ~ 'f) '" ' ...: V), i I i \ , , '- --- Q.. " '-, "--. ------- -......, 1--'-, " .... Q.. ,i""if cfIR/W-,/ 1-<3 l "', , .----.., -- -- ---~ --- '--~, " '."-., " ._,...,,--_._._------_.~--------------- -' " -.--r -, .,'...., ---'-- . - ------------ ~ ------ , i , tf) T\.. . T\.. "" , T\.. h) , k I.\J I l.!) , ~ I ~---.L 0:: o u.. llJ, ::: j Cl' \l-() - <,0 :::::: ...... o c(,' r--...--- T\.. < \ ~. I.\J C\j' IC)' ...1 I.\J' N) , G ~' c) 0\ I 1 Limit ;fR/wJ / , I / " I-J <,01 '..0 1-, l<) "> w Z ..J ...... ~\ I.\J "> ! I l) ~ <:: ~ CURVE NOlO , , 0\ 0; I.\J, ....' "" ">, ",I 10...: (1) I) "I Cl../ / ~ Cl.. ~ (1) Ll = 50:;0.' D = _,oce' SCALE: I" = 20 I C\ 0) "- CO 0\1 I.\J h) ~ : , "" tf) ~ (1) ~) ~ cc ~ 1 -1 - ~ r ~ ~ ~ r--iu-l T- -r y-- ~ .~c', 'f" ~~~ ': ~, '..." ~c L" ,'':i l 0 '... 0 ......ir 0 0 k='~U"ltl ~l~:~ ;'~'-'J, .~. U1]1 WEEP HOLES TYPICAL PLAN ---~- .--- - -- ---- --- _.-- --- - -- - - - ----. STA 29 t 36 TO STA 51 +05 SCALt:; I" = 20' NOTE::: For total number of remaining we"p holes locations see detailed plans, DWG NO. 2/5 ~ (1) ~~ ...... "'\ fi = T = 1909.86' 9/ .73 L = 183.33 Note,' For location of Corps at Engmeers Traverse, see DWG NO. 1/2 i , L_ ---- - I -- --' )... IJ..J -...J -...J ~ \rJ! \rJ, ~' ......' tf) ~ (1) PLAN [' I', J T I ---1~588 ' ,,50ox ',,", c:: '" 1'; ~ <:) '- "'< 1'; ---- s A N L u / s A v 8800 -- I ~ , " ~--l I ! ._- ! 1--- I I I . ,Existing Grcuted RiprOIJ I , I , I FL 8802.42 ' EL 880/.86 I , --,- -. -=-\ ' ' 1/ V Existing Derrick Stone I I 5=0.01232 i --.1 , , , i ~_L / I , -- --, 5: 0.02245 I In 8791.48 ~Top of Grouted Riprap Lining c - --.--, , . ! --j- t '-1 i f ..---- . -- --.- , " , ,~ _......-._- -. - ..-.- ..-- ''''....--...-/ . .. .- ..". .-~ --. " ---. ., .. "H'" . .. . -- --'."-"- . ...-----. .... .. . Cl "^"-..". - "~"'.' '-T.. --..., '1 -..".. ~ , ....- f- -.....-.---...----.. , -- -- --.- - '. u,;__. m ---. "--.-- "-,-- .., ".- -... . ." .. , f-. . --. .- ~ .- -... ., .---- , // , , - I I : 01 --- 5=0.01367 , I- , 5=00200 / , Top of Sloped pavinq EL 879/92 r 5=0.0200 + ' - f- '- -L..- I , ~ - . flg/nal ' Ground 5urface ..: / 5=U0200 ~ ' .. '---; Lj..J I - '- f-_ L ~ , - EL 8187.91 _. 8194.6~ f 5=00200 ,- '" , 5=002366 . , --- .. ~- ' " ----- ~ - ,. " .--- I ,... " , , ,- .._,-- . EL 8795. I EL \ I Channel Invert----, Flow '- I- --- I f- '- , EL 8786.6 ."L8790.'[ - . ~ ,- I--- l , i ,- - - I .- Existing Reinforced Concrete Cut-off Wall I i I EL 8785,14 s=o 02285 EL 818/32 ~ I I J I ~c:::..::::' I Cl \() ... 0\ I.\J ~ (1)1 I , , NOTES: L Exisling Outlet Structure to be removed. solvaged ond reused. Concrete Cut-off Wall where it will interfere with construction 2,For typical sections of existing channel STft 29+ 35 to STA 55+ 27 see DWG NO. 2/6 (I) 3.Revised channel layout cu;ves 9, I~ to tie to existing construction Stone to be to be removed ,...... \rJ'" tf)~ ... <:) 0-,"" I.\J ~ -- -, .C:: , ~:ii' (1)Cl:) (-! \: 8810 8810 ..J ([) ~ ..J ([) :::0; I f- 8800 ~ LL f- W W LL Z Z o ~ 8790 > w ..J W - <~ o 8790 ~ > W ..J W 8780 STA 29+00 30+00 31+00 32" 00 33 + CO 34+00 35+00 8780 36+ 00 ! J-- t Chonnel Improvement PROFILE ON t. OF CHANNEL IMPROVEMENT Graded Gravel Finished ground surface 0' (=20' ,,' L,I 4,,' CiJ .. IJOLi\N,EXTEI\:CEC Cv:"~Tf~'.'CTI)rl TO STI'. 2.~';-2C AS BUILT ---'-'-1--.- -,- --- \'1\ \C.~'<c !hEv:"E8 ST^T\ t-.:ING, CURVE DATh, ADC'ED TYPICAL WEEP HOLE , .---------1- __ _.____..___.______ _~__: 5-31-50! GENERAL REVISIONS ________,~', REVISION! DATE DESCRIPTION BY DEPARTMENT OF THE ARMY CORPS OF ENGINEERS OFFICE OF THE DISTRICT ENGINEER ALBUQUERQUE, NEW MEXICO RIO GRANDE BASIN, COLORADO WILLOW CREEK CHANNEL IMPROVEMENT , 5'-0." ( '/~6(' I' I :r II jfL~j1 ~'. r- . . .... " I 8'-0" .+ 10'- I I 3" /~6" 5'-0" .~"._-- . 4 --~ - >--1 , ____. ~-Grouted Riorop Compocted Po",'oos Mote"O~>) --- ':'S. . + 'u_ .-t- " , -1 "'--1----. CD GHAPHIC SC~LE ---.-.--.-- DRAWN BV: D G H , Assumed Original Ground., Line)_ TRACED RY' T\..I<o tf) I --\./,.~,s,/ ":' '" 7 .... '>J<' / -".-:, 'v' KLE CHECKED flY: .<,;-~--~-> (l.'I:-t'.)~ SUBMITTED CREEDE, COLORADO '-~" , -- -- -.--+------- Formed Weep Holes .:..:...;:..L.....:::.~~~..!___!.-~.:...L'_'...._".:.~ C~IEF CIVIL WORKS PLMJ.SECT, ..RECOMMENDED: "'- ",/ ,.)' I'" . tHI~F' €NGtNmING'oiv'SI~ PLAN AND STA 29+35 TO PROFI LE STA 36+00 -- SCALE: AS SHOWN APPROVED: DRAWING NVMBER RG-WC-E- 2/1.1 NOT TO SCALE ----~_. '~ ,," /' } . -,~'''----". LT COLONEL. CORPS Of ENCI NEERS DISTRICT ENCINEER DATE: SEPTE~UjER _1349 SHEET 3 OF 8 EXISTING CHANNEL SECTION AT STA 29 +35 ~-, .."i: ''-: -.. t'~' ~ .'