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DEPART".1ENT OF THE ^RMY . NOT A PART OF . THIS CONTRACT .. BEGIN WORK THIS CONTRACT EXlsling Grouted Riprop Tronrif/on EX/stIng Grouted RlcrotJ. 7 ~ . ----- Llmlls of ExislmQ E.vst/nq CtJon~el O~hel 5'ructf.lr~- (1(1 te rerr.--wec',see /Vole I) -... ConcreltJ Cul- off Wall I ~ -- F~151m9 Cern::/( S' .ne ----,- ' .....'5 ~I ='1 "1 "- " "'; 1 ~ ~ -) -") "> - ' v h. C) '" iO 'i- 'i- '" C>, '" '" ~ ~ '" "> "- .,. ,;: , ~ '" ~ '" ~ , C>" '" lq ~~TI~ o ~ ! '"" I <q '" ~ " V) ~ "- "> :), N .4)..),,;; "4... .,. '..ot'rJ C\'i) 0)" 1"-".. t\j r-... '0 ~lr) h '"1 C..:..o ' :C\J~~ h. "'I"'c.(,"' r ,f'o}'-t! l.rj~<r, : t'r) ._ ~ - "'t lC, '> -, (J) . 'r-~TS'80() 'co --Il - .' 1"--1" T~ (..:. .... ,__.J..., ..... ~, . I---\'-- _ -tt; ~ _ / }: "l-i ~,' __ __.... .1 ... _ L--_-4 -~-~~.~~._ -"'" ~- ~-.- I 1T)! <..0, _ ~ '--:. ~ __ _ ,...... ____- .4.-------.... - C\.i' ~. T--'T ~_ 2'-:;:-..+ -.T-- -T~ T-.- - T ~T ~ I ',~ ,.' -;, ,~~ ~\,1 _ :! ++_!_""i<"r- ~~-.l.~;'4'E I ;.\-~ --, _ I .' \'" ' ,,;-. 1 - I ! ,------- I. ~ =- ''''~---1\'' ~~'r=..l ,~ r:;- , ' :1' "- I - S>-,,1.' ,~~ .-----0-: ~~,-""""----..... ''- I'r) ~ ~ - ~ j "'/ ~ ~ ~- ~-J .'" --- -- I~ ~ ; ,----j .//~ ,; J==,_um" , "~"'.,. (:) .. - "1" ~ ~ CJ CC). 0\' ~...... I..C ~I~ l:\!1 ;;-0:; \.!')- oq:; f'............ \0 ~ "-. ..c::: ~ u), < - "- " ..,~ ........ '-"; '0 I I 'I <( f-' <f) LimllS of Ex,slmq .Ynr,f A. ....... .-"-- .... ... , G 'CUR d' N, ) ..1 ~ J ~ :: 7' .J -- 4'" ,-' . .:) ~ J4.~~ ":0 = 4..J I_~' :6: Z' ..... ,~ ... .... ....4..:._.~ '""'"""'---- ----=...L -=-..........._-=- .... ....--- -...,.. --- T"~ I i)_- -,,1~ .. T' .....,... ..... ~----olIo..,_"",,-,"""',_,~ ................A-. .A -.-- -r ~ ... \ \ of E'xiSftng Work 'I '''.. 'New cons truetion tied to ,':J exisling channel in hatcned areas C of E Traverse 5TA 4! , ,00 ~~/ i '- Cl 0.. " ~ , ~o. / " ' '0' "-I 3 '~. C of E Troverse -L 766,., 5TA 5 512.48' 20'E Note' For location of Corps of Enqmeers Traverse, see OWG NO. 1/2 --J.,~8e 5 ,OO,\' , ~ " f: " ~ " '- "- f: , - "'~ "'~ , " "," "," ~ ..,<>. '- " ,,>Q:J Cl ~ i- C>, '" >:: "> s A N L u I s 8810 Existmg Grou'ed, R/prOD CL 880186 /- ---E XtSftnq / , , I , Dernck 5 fane 5= 002245 ..J (f) ::; FL 880242 5=001232 ~ f- W W "- Z 8800 I 5=001367 >5=0,0:'00 j 5 =IJ 0200 z o f- <l: > W ..J W I "I EL 87951 I. I :~.-' I EL 87946/-t ;L87~6j '< ~ Exist/ng IRemforced 8790 Concrete Cut -off wall! I 8780 STA 29+00 30'00 '~ ...,..----...,..-T' T T .... '--.. --- ----- -- ,,-, '0 " '< >- , ..... l"Q \() '-'<>> ~ ') ':t.. (J': .j l,,[, ....'" ') Q ~ 'l--I) >- :", -J -.J 'l: " ~ ~ -r '- 'r , ...... -.... ... LI"'" ; 01 rYer.- ..... ~ ... ... ...... ---.......- ....... ..., ...., ......' T ...,. -....,. T-""'" .....-.~ Slope Ie'll:: -Ex/SliM) ;_,'3 'I"," 34 E C "anne! - ~.J. ---- --I --- I,() , ---.,.-- T' ----1- _________ 5/00' Ion l5 .......-..... =- ~ ""- -~ --- ,., -=-- C rc wn--- /'..,.-- ...... . -"T"" ..,.-- 'r- T al ._Berm---------- -', L-----.,.-,-..... .... ....".. .....,,-- A v E / ,V'"u E 9> .9S J- Onq/nol Ground Surface I , ~ - € Channel Improvement - 5'-0" 1'6" .1" a'-o" 4 ^'-_---~ .----~-- ---- -~- 10' - Il Assumed Or/qmal Ground Line --. 2 --...., --- / , / ______.L - Grouted RlprotJ Compacted PervIous Maleflal Graded Gravel....c:::: ---~~~ 10 - /I 2" (6" _.---_. -4-___ "-I", "> "- 31+00 5'-_Q~_ . , 2MI/>! -':/ '" ~ ~ '4" OIA Formed Weep Holes EXISTING CHANNEL SECTION AT STA 29 + 35 NOT TO SC'>'lE T '1' f cf R/..t ..---,' , -SiotJe Ion 2 MIN '" /,c'~rrT; - ... .... _:_J 5..Joeion2MtN .Ao. ..... "'..... .... ,.... " r~~r,:; "'"" - ! _1'______ ~ T'''''' 'T , ~-~ ----.- --'- ----=---- - "Of(' T' "Of(' .....- .....- _ . _ _ L._ _..... _......._ -; A.- ,~ ",' ~c ?' - )- "- < " ~' ;:. J) 1-, --.------------ "'. ~: ... " ,. '\ .... ~ . ...., ,.......' .... ,.... .... .....- ......, .... .......-, ...... -....... "T -'T' ...,.' , ''T ..., - ....... '''T 'T',"T' 'Tn ...'_ '.: ".;_...._1 -L- I 1 " .... ~ ~~ ~ ' ...... ....... .A ,..... .--A.. .J. .... .J.. -' ..-! .' ">, "' T 1..;, 'J)I ii:. ~ __.-f- I -_. -~-----_.-.- ._------.......... ...... ,...., r' , '''11''" ..... ,-.......... T T '''II''" '....,... ,,-- ..........".... ..... __-----.....,--1.......--- -...,.- __....".- T- --~:- -.......---:................,....- ..- '"""f'_--' ... Slope 10"P MIN ------ - I -.-:- Or/glr:JI Channel --...,.--'-...,...---...,.--.....,.--7-- -,.- - ....... -...,..- - ....,... ~- ../' "------,,---:: -- 'T' -...,.-" -...,.--.....---...,...- T , ..... '" '" , - ") ~ '" ","-- ,.." ,..,/ 7/ --~ - -r-- - '....- .... NOTES: 1 Existing Q'.J!let Structure to De removed Stone to be salvoged ond reused. Concrete Cut-off Wall to be removed where It wdl lI"'!terfere wllh construction 2 For fYDrcol secflons of ells11nQ channel SiA 29+ 35 10 STA 55+27 see DWG NO, 2/6 3.Revlsed channel layout cu~'''es 9,10 to tie to existing construction I , , / ,./ 0/ 01 'J( , I EL 879748 ~ r ! 5=00200 ,lEt 8790 70 F I'n/shed ground sur face +.---r-----~-'.7 " " ! I -j I , , -l- 32 + 00 /---------;--:-L~ / 1 -____________ / -------------- '" " '" '" I 1 I ~ ;:0 Llmll of R/wJ '" '" ~ J) " 0.. --....- / I '",i """ -- ~ ~fmlt of WorK '" " '" '" ',,- '<t >- Ir. -, --- -------------.,---.. '------- ~, , , PLAN S CAL E' I" = 20' Cl 0, " ~ C'JRVE '<010 J : o = 5P30' 300C' 8 = 1909,86' T = 9113 L = '83,33 " I Tcp of Grouled Rlprap LIning , 1 i Top of Sloped Povlnq , 5=0 C200 . Channel Invert 33.CC PROFILE ON t. OF CHANNEL IMPROVEMENT Flow ......, ..... T'-T" ..... t.:::: / . !-: .J. ,.~_::--~ -A.:/~~~--''''' y T--- "'" ~;~:,...... ,--,L' ~ . ...---------- '----- -[ ;, ~ @ '- '" " \, ,..... -- ......,~ -........ ----"'-- .... ....... T" ...-'-..--' T ----- ,.^~ ..------; ~ ....... ..... 1- C>I <>i "'! " ~: "-'1 -.:1 '- "> k 0..1 C>" '" "> , ~ .., ~ V) NOTE c For totol I Ec 879192 " " ~-+- -+- , -'i +- I EL 878514/ ! 34+00 ',RAPHIC SCALE i" 20' v ---- 4907 CORPS 01' ENCINEfRS - - \. ll') '" "- '" '-, -'--..---- - " - ---..--. , -r .~--------------- --------- ------- / ____________I / / o SIopelon2 MIN_ 0 ............. ~"": + ~,........ -<.D _________ r<) ~~ CfJ .... '" " ,,/ ... ~. .../...._,~..... ..... .... .....- ..... , ~-- ''''r'~ /'/ T / ..... ..... ~---Ar... ....... T--'.,...-- T~c~='~~-~" -=~~~-_-,------_" , ""'-r~.......~ _ T ~ i} '" '- .~ tt .~ Q: "'- " T ,- , I 'r I --f- , . "...- ;:>:::J S'~.'2'18"E .I. .... 1 i .l.~ .I. -I-t ~I ~I I I U C\l ..... C\l i' ,--1 10/ 10 , '" '" a: o u. w 'z ::; 'I <,,) f- <{ ':0; , ~ ; .. --I ~ I ~! .:-; 12~~_~.I~'''rrJ ~ ~___~_~~~__'ir0 ~' ,~i, '':,1 ; I I ~. ~7 I oi ,,~oj , I 20'C..oC i --'-- ~ "> t . /. . c<,- . ~."'" , '--------,.----T I . i > ____.1._,__..1_. 7 T --Tu- T--T---,-Lf _,L_...L----.l ~ , WEEP HOLES STA TYPICAL PLAN '" , . 29+36 TO STA 51+05 SCALE; I": 2.0' number of remaining weep holes locations see detoiled pions, DWG NO, 2/5 8810 ..J (f) ::; , f- 8800 :::: "- z 5=002366 EL 8787,97 z o f- <l: > W ..J W 8790 j J , , EL 878/32 ~-----==:..: J L ,5=002285 8780 36+ 00 35'00 &, , ,~LJ4N,EXTENCEC CC.~5TR'JCTION TO STA 29.,.20 AS BUILT :-:1-5C REVl~ED STAT\:N!"lG. CURVE DATA, ADDED TYPICAL WEEP HOLE 5-31-50 GENERAL ~EVISiONS D^TE DESCRIPTION ltr-t--; REVISION k'C' By ~ BY DEPARTMENT OF THE ARMY CORPS OF ENGINEERS OFFICE 01' TIiE DISTRICT ENGINEER, AlBU UER E, NEW MEXICO DAAWN BY: RIO GRANDE BASIN, COLORADO WILLOW CREEK CHANNEL IMPROVEMENT CREEDE, COLORADO J G H '" TllACED BY 'c K L E CHECKED BV p'~ uW' 5UBMITTID: PLAN AND STA 29+35 TO PROFILE STA 36+00 :--"'.. '-1 -"I..,p~!' ' ,I- ,f ' r.......", ~~_F ~ WORKS LAN SECT, .BECOMMEN[)(D:, ---~~'~~Jl~NG '~'IVI~~ \. " . , ...( ~LE: AS SHOWN " : J" .~' ^ PPllO'llE 0 c ~PR^WI~ NIJt.1BER RG-WG-E- 2/1.1 / '- //." . ..., .4-.:'\..1 ~ -/ J"---'{.(r",.~, l T CX)L0f".lfL. COflP'i 01' E"""CINEERS DiSTRICT ENClNHlt D^TE SEPTH'BER 1949 SHEET 3 01' 8 ,:<:A,\,~" 0' w~~ AS &UU " '., ,ell", 1'.) - ~ ..1 , " , " " ,. " --. ;4 :l '~1 ;.1 .- ~.. :~1 ., ~:1 :~ ~~ , :1 '\ h ~ 1 , ..' ',' -- 4 ... , .':1 .... , , , ,....:~ ~ 'I " . .'..!' I :,1