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, Pf I>Alq MH.J! or Tilt A~MY . '. . . .' .' . . , \ Typical weep hole I spacings STA 29f201 to 51t05 . ;1 ,..--'-Graded to drain? "--.. ... ----- t:: 'I:) :;:: Ii) '(;; ClI ~ .:t~ li)t:: ;:!.~ V)Q:J ----- II I + ! I J ~i J : ~ (' . ...1 ~ I ~ i SJ ~ " , : -'1 (.f'~ If: .: ...--- .W~-- , , .', led I , Won' , + I' · T lCj, 'f ( I i I: :a~' j" Q i : . 1',.1,,' __ ....: i '-, l'-! J,.--r-- , : , . ,,',.', r.' ,} Grouter! I : ,~l ') I ..... N' ) , , · '--r.( :1\') '~, I,? .,~ ~ I " ~) 1-1:-\ .','? I! " '0', ,clow __ ',' , '~'J 1 ~t (:~; -I '., . ~.,. . ~).) ,10:"O"'l.i.J, ' , .......-1- -.---1-- 51_{)" ,r..,t,(,J" /()I_ Lj" ..;_ )11 7-H( l I' - JIo.- '"'.....- ............ I _ I , ,::: Ii, I ( (1, , 1w)1\l:l I ! I I' c', 1--. i\. ~,k IQ, :~, " 'iJ..::: 1\ , 4" DIA Fonne'd l ~_ ," : 'A. 1 Wf'D') Ii,",''''; ". ~. ~ '; '. -0 C\J - --r1 d - '~. ~ :, '\Q . .:'" CJ I I " -...... '~' ~ "I' " ~ v " c:., ~1' 'I' ,_v" , - i~ ;-- ........, , ! ,-_J(ar.Les. from Ion 1.5 @ STA ~~ t ii, to Ion 2@.STA51t30 'II ---......, , - - I , I i j::: 111'f)'ft:) , 0 t\J , , ,I ..-: 'v ,.J"C\ ~ I I A O( face: "''' c; u r I .t:...- , '\.;-,~ ') (' ""~~!(!' ", ",,-"\:""i' ,.l."l T I . ..1:..' " J Rlprap .,' ~ Ii " I Note; Concrete Cut.off Wall to be pOured In Idls not to exceed 5 feel Bacil'ill to be pIOCt'(' onor 10 pO/.Jrlf)f) succeedtnq /.dt~, ond 10 proceed evenly UI / each Side of Wal/ ___ , .~.. < ....;.' . ~ ',~" . , ' .. , :-, ~ " ... c,:,""" . :,,", : '::: -./". : ......,..'-... - -~,.... '....N -:7" .;-'.:-C-- " ., ',./i:" . c, ." .'.' I'" :. .:.' "" , '. .; ,', ..';'''''-,,:''Symm(ifrlcqltJbfJt/t. f. ;,',,,;>,:,:;. ;""'; ':"" ;'\" .';.;;',.,'::, " :i?;;''',,(: "'j'.,':',,"';'" ',"r:,,~,>'>":'.'/':\ :.r;,"'!: ~, ';<',:Ki~"'';J:'t't :"~': >~,?:;,,:ci';': ';".' 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',".,,.~., ".........,.~I ",' ",~-;c~"~,.;:;":~"'.i!-,,^,,,,,",~,,,",........ ~,>,-<~",.~_,..J.l!:!,'~'r.f\".iR~~"~"-_"~""'o\F_~{.,., ,', ,~~;, ','-i-~.'~",," I \.~,~'~~',r 'J'~l" r'~...'.."',, ';' './,~' ~-"", ',"'l ,,"",,.." "~,\-'_.:~""'.).~~".."\\.fl-"""'t">,+,,,,,,,,~,, >" ',_', "~_,.i:"J'_"i " < " , ' , I. '. 29" T' .' ~ ',"9....8 '" 1 ~" <' ," .', ~. ,',,' , ,. "'c'" ',. '".' ., ~ "'" , , ,..', " " .'" . ' ''''''';;. "'(,1. ".STA ~.o S~;z.,i'...:J..!."O:", :....".,,;;, "';',:'.',',:.">""."""".' ":':";""""""'''c/J,(:",:,~,,'':C%:>J',';:'':~:'' :',"":"';':""""", ..::., ~ "", .' ',<'....t."...., "\"1' ,',';''",,'.':-..:,.,':. ".,',' '" :",,<::;"i: ~~~ .:',' .'~~'L' ,', ,.y~'.'~'.1".'>~':.-;.',1 ',.:. .';.'k{'., "<,,-:,,.1,' l,t..;.".,;,...;." -... <.,~ :;;.,>>:,:;",",.,-;<..',';,,:""',1',,:;.1:,':;":'.-,. ..,,',.;,";.,:;" . ,:'-'. ",:'i,',"":' .',"~q'<.",:.," .,.....,;.",',....:;,;,... "":":'.:".,~;,:';'i"/"';!'1',A '~I .,: '"" .' I":;) ',' .' "'.'.1' .', " ,"" \.<......,'; .," .'. ',~,,' .,.',",','. ""'.;'",,;;' ':;\:"",.' ,',::, ' '.. .,c,",',:I. '" '..'''', '" . ~".). ....;" ".,It ,:;, ""~'.,' .~'.;: ,i::,""."..\"i,:'::}" L_"5'..O~MIN., '_~-~'VUri<fS ..r""6~O"'! '6'.:0":'';:. .Varies"; ..t! ,: :"'~;""";f'!''''': '",'",;' ,..'," ~""':,;,",".":"'\.!\"', ", i,'.,: .... ,,',' . '. <"",':,:.' ,.':".,!'~ 'I..:',<,:,l".",",:"",.,I,'. .', ,,:,.',.',<',' ,','.,;'';,,;'" 1_, . ~.,,'" ""1-,".~" ".'-.," ""'~'."':::V ""'f" ',.' '. ',;.':",' 'i""'",,~:,'> ,.,..; ,',' "" . '.' '''.,.''''..'.;.,...\....:,'.;",:>.;-...'. I; STA50,,63:34 TOSTA al+O:;.:' 'I', j"; "':;""~:' .',...,':'.':,' ';.' ',' " :, '., ;",,:,'':',,'i ' , ;. .,";...<' ""." ::',".'. ". "". .: ",'1""";/ ':';"',.: :'." '../.~';.~:..:.t":.;,.':,.',,". ' . II,! ,> : ' ",,"' 1,~ ':"-'''1' ,',0 '~\',',- " ',,':', . "'.,l.:'/',,. : ;~'''i' ,', ft "H 1:'1'1'(1"1(1' ',., I ~ ',,' ;> '/'" '.' ""ffi''''U ~,t...~. ,-" , . '.',' ,_:">,,,'. ,:-;,", ';'.:~~'\:~:.,\ I" ", :.,' " l.t... .' .:. ',.' . ..".,' ,."., I' ''''',,'' . " " ,.'Le 'Bank .-... r-"-'"~"" ,. '.' "', ~"j ". ...._.,fil{)htBank .' .' ,".">" '., ''''f' I IO~O" ,,;,.., .', "r . "1, :, :':'~::'1i..6":' ::" , :';; :'.' ,:', . ': ":, <"'. "(:...~ . ,::;. '~."':";~ '.< I~O';lt '. . t \':'~':J~;"~": l .. ')'.. :"f"'r~" .', "'>5.1~ci'.', ':;,~:..:::;:,' !":::':""':';"":i<.';i<:,;:;I;"~1!"I'~:';~'~~:: ,f 1- ,1.6 Van liS ,Vane:; Vanes t' !tarlI!5'~....,'I. ..,.r,,^off'mboIJlrm.t1l, . . i ' . l '....... .>:,':,;, '. ,:.. ,t,."......l.. ","""',...~" ..,.....".',.''-.''.:p---..&..>I.-.4-. ; ,~.___"_~_....~:~,.".:.' ",':' ";"''';'.'''':''1'.;",'' ,... ." -r<"-" .. '.......-...."'i"'", "'..-. .....,.........."""",.. , ....' '" ',. ",' . ..,',. ")'.I::t ... 'k. " ... ., I' I MIN'! ".', , . "t"" "":..,.,':', '.;. ! ,wIN ! ;\)l STA51..05 TO STA 51+30.., ,..'..1,,2'S'~"'I';"'-J.5-"'''A<>~~20'ro's'r:~''4~~O'~:'''S''''')I'''Ot'''~;4"~~"S'''''''''~';''I'':'{I':,o;'''O'lt'I(!\''tI'~OH'',<n'''6'~O";;l o.:":,~.,.',~ ".....:.:..':l.".,.:.'..,'.;.':','..:'i;;:/::;"~',;::~,'..::'::;;I>j:';{J': : :'~ (;1 .'1 dOl . I jl' . . ~ t' ;:,"'.--:~ 1/. J;;t:;$ [~. 1.5~;O 2:T~rA 5/+05 rorS;;~/~';O~ ~....~. /;:: . #"'. v/+V",:, ~.;,.. : ",.~l[.Xfi}rl v r,-~~~-:'~t'._'t;%~~;;) ;;'.~ro;e~~~;f::f '. J' '." ':. i'" '.:,", . . . <....." "~""~;:"':~"':::;""~'i;;'IVS\ l;:; ; .. -~ routl n'PfOP. " '::ljl,fJ^t." I 1..1' ,t .f" '~''', f'l '., ',' ,..'" "".., -',\'1:';', '}' /-Z;""'/':'/II(II1II".,. ..' I I 'i ~ ./II'I'i/i1i{IHI" '.. '. li<.!H, '>;/('1111""":/"11 1""1/\'" .... ,. .t' ",':".""".-, I .,' ." .... ," .,' . ,. ,.,'.. ',.., . , 00""'"" ~, "" ir " ., .' "0:/ ! 5'-0' ,.4'OIA r"m<d -.. -A,;;""."""""",, . ,....., ,::'.. '11 '. i':,.':, :'; "''', .." , . '. ':>T' J;;:[(.>f"'::"];'M1N ;"';"A~siJf!'!.~,fi.~'~'(11.4;tln~"y;,';';::.., Pf!r~~;;~(/;::/~rrol .~' t ~;Z Ir-o-= ...:.. Wet'p He,., '-"'-. r A ffl'.' ( . . .' -roo -"~."'''''' ''6' -~, .....; :,'~~' .'~?;f~~ 'C' If ,: '-"ii' I 4" [)IA 'rarm~d ..~ ,. ":-i~ 'J.r'iJifl/~~!I;h,,;;!~'i, tW0B"" ;',;'. ';\;;' ::,.:::.~."<~ ";/~"f~:,".: ',: .... ---- .:--' '.: ,,"" .~- - \ 1'";(;"'-1. -...; -. ;". ~\. -" --- .-..'.-...,- VcriflS S/18 Profil6 ...:. excavation, ". ""'; f1t.; .:..1 ji' ',' Wel:p Holti: . '.:.< , /~ _~,';",,~;,:"T, . ':1/ '_.."::'..;.:.;~;::..~ !y}'(:~i:,';,"'J ...... ...... .. -.... · 4 ....1 t ~~. i l\, '. t ,,-". . 1 . k'lI' " ~_..__Gr(JdM GrOvql,Z'wide owr; NQ. 2/4 ... .~--'. Une --,-' If" . :. 2. ,<<:1-... 'I.~q.:' I, . ....1-'" ,,'-'..' )l>'-t. COdlJXlc"d.:' "I~::VOFlll'$.:: oJ, '.;;:,;::.;";!i \;i'r. C) : ~/,o' "Iil. ' I" (\) RV' '" . .' . " .,~, / .. ,'_ ! r )'.. ttl --- .- 1 :----.-.. ,;,<<i",")?/' . . perviousMat~(i()I,f;JJ;r~I'!~".V.r'~:i~~q,~/~iS";-;+' Note: - ,,!. ""I ~ ~ . ~ i" ';~J · 1 \ ' ):~1' ('-0 Square Piece. of ,palvolllud Compocfed . '---6.. :'A, . 1t...",.11 . ./~ 1-(1 1:'0") h"~'. ';0\":'; . . . L~,>.:"';' ~;.'.'; j 'i" '.;~':'r,:~,.: !:~:. ;". {: .4h~~:i;f For Layout of Weep Holes See ~ ,0 ." (::)! ' .. HOrdwqr(tClothwlt/J~Meshtobe t pervrousBackflll-~"'--JI .... I -, .,;..-....J, ~~' " . ....,.,::,,~"".t. ,\"".".\">:.,,,.,;f,,~;;"i<'i:'Jf, '7' , II Excavation '\.._s 4,. ~ L'f.' r'#..'I-..\~t. '"J<y7" I'" ,> ~ > . '\.;'. > '0'.', ' ,:>,:,,;.<.~:_:' >,' ,_,>l~ Outlet Structure Plan, '(J"\/'\~\ \........, Lind .\- Placed Between GrodedGravel ....-.-.\..--....,.,. ... 1'1 '{"~l"'l ."'1' fr..l.t" ..... ,.."\:....~_..,,- .(..{""'..'..'..'....:-."..:....: ',' .":,.',:: ':',;;)""'1",;'.,':' . r /' · .\~" "'. I ~ "'" 1 t '\" ( " ~ '-, , l' .-.-:::' ~ <:~ _~..~:r:' ...------~- " ond Groutcd Rip/op " "I I Limits of I i \.~~. 0.,. I~ See1Yplca/~liat1~elsectjQ;,",./.:,~.:<.\::.::"";' ;.~"',', Graded Gravel 1-6 J Mosonry LImits of Grouted Riprr;;p I ^. STA 29+20 r,:: . ,> '.:" f.,: ';:'~" ':,'''<''.;., CD ....-.... ~....1{(}ta/iiifjf/ ...t"'"-.---...._--~._---_._.._----_._.., .....,. . \0 .,,' , ':.,<~,\' Wall . !', '.. ".:.': ~,":,;', IYPIC~L CHANf:JEL SE9TI~N ..' . ,'. .:-:; ;,:.l: ~TA 4~,~5~4~88 I"TO., STA 50 t 16 .~4 ' . . .' ", :'; ~', .' ,FIr.,:'],:' " ", ," ;" ',:, " 1",: SCt.LE~' 136 : 1'-0" . .,,' "'," , .'\", " .. , ' ,. 'f' .'" I , .:_ " ~_' '", I Left Bank C~.- t Channel Improvemenl Right Bank " ' " ,.: :.; , t ,..:~___o."!;!/N.;':'~':____ ~'~.4i~''''''_4....4:':.Cl''.~ .4'-P4-...tt-~~..__..... '''(?I",5.:':t!!!; " .<t: :-":.1'.:, ii, . I f I I ' II ~I J I'.'! ; : ,! ."?! I I ill .';' I ' t' , ! i...__-~t i I I i 1 I t\J, '..______....__..fJ.:..JJ75.!:99 . '['1/ 2 ""IN :.'" :'. I I' 1 9# i'i/"I""'l!1I~" 2MIN .. "':i If--!':'-'-. ,./ ''''l,'I._5, I i 5 ?" '," '""~;:lJ .."' ., f', '- ..L '""" . ~I i' /.- .' ,-- c' '\ " I.c:ASslJmfld GroundL~'n~ " i'~ ;, 1 -- - ~ ~-I--~- I ,I .~ T ._'2>" ,"", ;""1 J::xcavotion Line... ............. .... ...., :.::::...:----! ,I ~.f'..... ..... ,. ,-.. .. j'...--- '--'CompaCledPervlousMateria/~;';" '.'. "'. 'j A. C ,,, ."'..~/ . ii~.;....L. '''-., ~. I ' , /,,/,.~,,'j . '~"C;"'i/.'" a Compected Pervious 'y I . .-:-..:.... I ' .."" Cl ! 9 ' "'./ "'-'~'3,~:,,/ .. . .'" :.,' ,,,";,d,i~:,,.~, " ~;. r'D''''' -'! i -)~ --L --- "" . " ..,!,';. t"':,' B~C.kfill - -- '~t ~~>-c.: -::Y":--i "-.., ", tt) f- .tZ, '_.._.._...__.. ..-____:___.______.1L#.!5!,~l..""" ';.:':\ \) < Ltmlt~.()f Grouted Rlprep bock.... ;~.... ""1' , , ',t Ii! . le;-;/.~, 4" DIA F. r flit"! .. .' " I:':.,' /-' I i ~~:;;tTf-r-~ Wee H::e: I>-See Typical Channel Section '.,' 1;':..,.,1,';,.,; , j I I -~I STA 29f20(j) ',' i:~< ::\;}, ^,Jf":":i'~' fpj LL{m!.~~_i?f .Mqs~flr.rJ....-':/.mltf..o! .qr~~~~_~p~.aP.,_~_,_...~ ':. " , ,.')':;;;.:,. Note.- ' Retoi{lin~ Wall ' "',:" .. ':':~:< .:).,:,<' Omit Weep Holes alom} left 800711 .. , ' .' ,',' : I ;',:;':,(i, srA 49f098B10 STA 50+6334 SECTION C-C .' ..' ......::.;.). For Layout Plan of Weep Holes in , . " ;. ,'" ,:';./, ~':,.... Riprap See Outlet Structure Plan.' ;'. ".; ';J;'. t :.~<<; ~ " :',: , :. . '. . . . ,,'. " .\. . ' ' . " . ,.;, ,)." ~ -:" '! '. ~ :;". " . .'., f" "". ' .. " .' " .. ",. , ".-;', ,I,>,>:. ,':'. , ,.,',' r '.' .;,. ~5,.. I -~. . ~ , , ,. " of . 'I' I ': . . . I.,,', . " :'L'i:.,. * "" '. \ , ." :. ,.'.i,. '. :': I.",. ....,,;..: i"'" '., . '. ~ '; 1 ~ , , .' . '. '. . . , I'l:> i~ ...... I ~ " : t,) ~ ,'- , ,1.:\ (,) ; It) is , <.;,: ~ ~ fV") '~ ~ , '. ~ '" .,.J c:; ..... \} I,),~ ~ , ... ~I'l:> .~ (,y t; Q:: .l.o., ,. \ , .. " .. ~I ll'll ~i Vr'JrIl!$" Pro~'lde 0 10' Berm where OAI N.'Ight of Embankment exceeds v, I ., 4" above flOfr.!ral ground Ii -v;waste Fill " I It I 1 - ----i'MIIV p ~' ,/' /-Berm I' I"~ b ~ 1 f ~2 MIN / .' J,lf' .'. . --~~- -- - ~:..t 1 l.//"-C{)/1,W,C I(!d ,., ...."., I I ~..1. ~__ . '" __. MI7~~",!l." _.~. .. - ." ..-- (~ \"'_! J \ 1 ! ':'k\l I ( t--, -- \\'~ J- V5~ II -.1 1'1 , , -f' W'~1 i ~ I:..: QJCl ~Ig: ....,Cl <::{ , - i Symmetrical abOut l ~t;;> , , f-----. , 0" jO" ~, CO'r'leil stone _ , -l'.,r .. -- I'~ I ~' ~ ['- i .LJ ~ ,( , , (f\-"\ I \ .-L- .-- TYPICAL CHANNEL SECTION ....... ~_--4 .__ ._ ____ _ ___ .__~ ! ~-----. ... STA 49+09.88 AND STA 50+63,34 . NOT TO SCALE TO SrA 51+30 Note, , I-'"r layout pIon of Weep Holes In rip/Op see Outlet Structure Plan this sheet STA 29+20 TO ::: ~ \() I ~ -.. , I ~-- I I - f - -j I I 1 I I , , I -;~ QJ'll:: , "i'Cl .....Cl <::{ . I" 9'-1- 2 , t -1<'14 ,";', ~t .... ....L_ ~ (; ! ! ! 6'-O~ h. ~ ; rB ! ~II" /'-0"' 1 I "I ..... ~ ! ...... i ' , ,- [ f 't i, 80" ,OO ,,) ~ f r+-t1'~ ~ t:,;";;::: :. ~ I If ~ TOC ~/hfac"! T- T 'tt~;~ . ~ i f. 1-+ :-t.~-+- : 'r', i . i_ ,. t ~ I ; rLl1l' Tt "i! t II ~ '- - ,tv' L--~;:TID-.- I "-I .1 , j.t '. T tL..rL-t"t-:--- -IT t- H ~ .~ · j-I I r 1 ~it+ffL+iH:TTHf1-L+l+-J ~~ J. 1. t , _t "I 27'-71" I Note' ~/~~t;~~~ b~~Bcleor ~--I' ~ 'e' - -... -HALF E~EVATI6-N ..- ....--...-._._-~ 12'....6" I~ .... .... I:) 1 .... ~ -.- ~ 'V'Pf":C\ __'t~ \jT , ..! .. it r r':'.T"~E - -I ---- .... '" ... U t:: I:) ~ ~) - \Q t\J ..... \. \ . Derrick Stone. ) I i f---. i I (l . r 'j i , ~ r- -'<'14' I ....' f I ,I ..... ,I "'"! 'I I ~ . i L 4 -T--' . c\, ,.. ..I , i"j ) , ' ~,l.. ~.. ~..~ -L~ , , " 1 \ ~ I .1 , ,~~ , .. ~ - , ~ I .? '~ ~ Cl", .....,.. 1 , ; , t;:' .~ ..., <>-0' t:: "-I' \) ~Cl:l Cl:l, >::.... Q:, <:l.... I (J) ~ <hi tJ ......! C)!~ ..!.. -;.., -.. 0'\Q3~ ~I t::t;), I:) ~ .......1::: ~~;;:: ~) ",-. It::~ V) tl Q) "-~Cl:: C ,." CUT-OFF WALL /- Groded to drain _____ -_ --.... 10 10 , .. I ' .. SCALE: '4 <= I - 0 ~ ~ c:i Cl:l l:: I'l) <:) , ..... ~ 'll 'i- ~ ~..... ""II) 'll ~~ ..... (1)11) tf ~c8 ~'" '>1-' ~..... Ie) '>J ~ '1- I " ~'A '" .Ci ~ <k' ~ V'~~ ~&~ Cr)~<tj (.) ~~ Cr) ~CI) L..__D Left Bank .' '1 ~t. Channel Improvement PlA N CD Set,Lt:. tr)' C)I ,..' ;;:;1 EL 87'5407 :"t 1 .- .. . ~ ,(/.(irouted R,prop) EL 8151 44 / S== 0. 1052 i \ ...: ";'~:O'}!.I N. i f-( 9...:' Ii! ),/, ''/'' ,'/,/ C) C) lc) C)" l;?l:: .0 11)' ~ q, 'i- ~ O'\~ ""Ii) i:!1'~ Cl)ti) IOn 2 MIJlt / I l:: tt) <:) -.. , -.. 'll ~~ -;.. <:) ~' ""V') 'll ;:!~ (1)11) .1 j f~!H.5.c!A! .S!A._4,9.t5,'!.~8_._. EL 875695 S1;IJ 50f/8.34 ,.. 8" := " ,...,'1 , -\.) -- '-.. -._~---_.-... ,- , I -;'--Masonry RetaMing WOJ/ ".- 1 .,.Assumed Ground Line / -- Ie / I i<._~1.... ' . -.. I " . ":--"1---' 1 . 'f I ~ L ,-.r J I ........1 . -' I IiI J i ! ....1 _...J.. R.-o" .; ,'.or ~--- ---.-../ " ZMIN Ii --- I Excovollon Lin8--";c..,~, -- ----~r , I & . Compacled Pervious Backfill -:~. ,~ " "- -.--,.._.~---+~-~. ,..-----"-- -J ~" " ~I ;., \0' '''-)j ...., -t-! 4~1 I 1 '{ I I "I j V),...... I i S<0~283 I liT ! I i I' . T' 'r ~ }. , k ~( ..~ 'J!EL ~r45.QQ I i ~. S=00095~ / ~S=0.0095 I ; -11, I J,/" , \.4" DIA Formed Weep Hales'/'- ',,- ! , a.~.)'..,{, in, 8745~ Excavation 1 " EL 8750.54 STA 49!-54.88 EL 8748.93 sr"fso"i-is,34 " , J SlOPe 'j I Tor:- 01 Embonlfmel'lt J~ lC)~ . Derr,c~ Stone .::<1 EL 8750.22 tt)1 40'-0" \_1 I I I \1, /8offom of Chanflel \ TrYlf..-:L /, -. ELEJ.?~4.9~, X~; i ~ '-Cl <- Flo.. S=0095L ~'-l..... i! '\"--.:.. 1J -':"l~~ .. - I . r' : L'Y '\:)1:<,- 1 \ ," \...^~ , -'-' I I" 5ii " II ~r~ ~crown_/ I I i 1'-6~ 1..,. ---- i , -L_ . ---- , I' ,.,...." ~ Warped ) - .t ~ ~ (sUrface- ~I i. .~")~ '" I 1(', ( " -+-1 ------ ~'- ,C) :\ ," ~ ' " .'. ,i"<.o:-'--,. Outside Toe of Masonry Retaining Wall D-D ~r ..... ';"' .. / i()j' , ....;1'<) t;~ OCl:) -.. I ---'--~,.{... :~ &/ \~< ,I . l'<) , :g ~ Ie) II) SECTION , ~ Cl l()1 , C) C) l() , ~ ~ /c;routed Cl ~ ~ PervIous ~ C) .' C~ '" " . il;)<J " ~ Ir ~ ..., ...,f- .. RipraPi , ""r 11.. Channsllmprovement.., /1\(1 Left Bank " 130)'/ 5'-O"MIN ('6" 12'- 41. " 6'-0" .' ~~e.{io~~ r-..... ......,....I'r, ~,.;.;...., '"'' 2 .--.... --.....-.."....,... ~g,.:.\..et 6 0(1 fj,.,Jl.!..~5.:g5 ___._... .._. .__. ~t . . ... .' S'f~';o(l 6'..... 2 MIN )/'("1'/ '/!( ___I ,,: " ."0,, / c,?/(\SIISI09 ' ,-___ II -1'---'r ~~i\~.'\~'/' "''{/O'de A$$umedGroundLine....) II ...--"":---J:;-;::;;:: I' , . ~,,> \Y" ~Sl , ~.-. 'vi"'') 1'7-"1___ "'-'-'J .!~?_ ". \,Q, \\ \ /.' EKCavallonLme__..:,y.......... /-' ~_ 1/__-:--.. ."\'" ~/ \ /\.\"./ D . 0 & Compacted Pervious BOCkfill~~'l' L ~ I . , 1"-1 --'611'-1 . . . , ~ ' ,,' \ 50-tZ9~~~(I O.flO Limits of (;routed Rlprap Qh.ao. ''''-..:..~-- f--~~ Ll=:b~ I! . --.!.. .'---': // \ 6.00 ,',) ~ \ . S1"" 510pe g..!1.!45.00 ...._.__________.~"- r) i;. Ki iii r r 1./ l; ,/ 0'\ 1.11 \\' Side "j I . 'r<r1J/ I I ,;' ;.' 6.0 \'0 \ ~.... ~ (___fi" 'r-Ji/li~;,,~tg i\4&~~--?~l_~~~-G~outtl:lJ:t(OP ./ 0 \. 3j'~ .:\ ~- 40.134 0.1333 '. SECTION E-E A,II ~p#rajkl/J; pcriNT1il;ri ki uifl\mnH;~if1g' ., '\ \ C?;;. 50-1' .... I art . ... .. tk ill"';' .' \ . ../."". ~ sfP. SlOpS "IS W(>j ~ ~il 'I;'>' '...,~ l~ ~"~.,,,.q{~ "/1',1, \ .........- Y \ ' TRANSITIONS . . . .' ."...." '...,1";,, .'.:" ; \ .......... \ ' % side _ _ _' tb!).llrJ::!;"Jbh J;)\"..'~,:;\ t( tip~ ,CQfPS (If " \, .' \. ~ \ ' fil.:I'1C;JrJ hCf"J0":I~, I<',1,.\> "~'l";l"'''''''''''S''' ' , .,'. \--fJ...- " '" .......... seA It: if ~ I' - 0" ,. '.1 l ' . 1 :,:"'" ,,~\ ." ,,,,,..,.1 , ' . ,;,; ;.r ...... .' ~'~ q,ln''J tilt) IO:lf,;:..;J >f'....ol!tcHcns. ,.....'. ~:':I~ . ~.:' { l.( r".;, ;! .~ '\ '\ ~ 50>52 ~(o, I .166 NOT~S ~OR E""'", CHANNEL scenoN AT STA 29; 35 . SEE OW, NO. '" < '. .> :. <:;;C::: ~ ~ ~? sf SlOpe . 2 FOR EXISTING CH,ANNEL SECTIONS STA 29+ 35 TO STA 55 + 27 SEE DWG"~NO. 2/6: .1, I;,. ~ ~. ~ ) Side . ."".._ . . 3 FOR TYPICAL SECTION-PILOT. CHANNe:L, STA 51 + 71 TO STA 55+27 SEE: DWG NO. ?'1,4 ;~:lf ~'~:'A' -~ ~ \. .4 FOR Se:CTIONS OF SPILLWAY AT STA 50+ 22 SEE .QWG' NO. 2/4' ,.... ;,,7:',:.: !; ,~: ~ ('\. . '....---/ . 5, FOR.CHANNEL INVERT a WALL ELEVATIONS SEE 'PROFIUis DWGS' 2fl TO 2/4. . " " ',:: i~" '".' ,:; ....) , 4' ~ 34 //- 6 LEFT BANK MASONRY RETAINING WAll VI\RIES FROM SFC C.G TO D.:) g FPCrv SEC D'D '.,:') E'i: ";~!:-'~'. ~- ~ . 50.:I:~~"~ lonl.5 .....1 . ..,' .' .,:,,;;.,.:I">:llL \~ \ '\ ~~n1t Bonk ," ~.~.o~'"~ji(:,~:~9i:;;1::~~~,~i~~~]~q~!~~~O~~_?E0<l~-~, P~RV~~~S=~~,~~t~~ !,~:it< \\.... ~~' tc" -"'. .' \ l..e . REVISION1 ()^T!:~, :'. .' ,... : .....: DtSCRIPTtQN;:; ,..' ,'; 8Y;~' ey,;[:".~:,: \4 ~ t,., ,I ~ r-:i1 . ,. '. ,., . DEPARTMENT OF THE ARMY .'. . .' ;". "::'::: I.: .' 12.38'-..l.......,<. ~ ..Q=~VJ..-_. E '. .'. CORPS OF ENCINEERS ' ".'. ,. ,Lit".,.:: ...----' '. . i OfFfCEOFTHE'OISTRICT'ENOIN(ER,'" :,,' .''', ,',..',""/'i')',,,,, F ". ~..<~ r-." -,\.-. 00'" 'F" ":--_. . \........ ~-End Masonry Retaining Wall . , '. , ..... . ,AlfltJOUE~OlJf, NEW, MEXICO . .' ,;. '.. ";';<""'~;'<;' -\1 \ t ", :f L~ 6.00' \\6. . j './ . ...__1--~~ . ORAWN BY'DO>> _ e~Gi::" ". RIO 'GRANOE'.BASIN, COLORAQ(l:'. i ;}c":;;. t,)] . II .\ \ . /44. . - ,..- --"'-- .t+-~ -'-';'~' ---- -- .~Jl-:-'-: " ". .TRACfD BY:-~ W1ILL.OW, .c,R~Et$.,CH.~.N,NEL' I.~J.?R,QV~ M~Nl':' ;';:Y~:::' . , ' '.. .i' . 'JAP-GFH . '''', .: '. ,CREEDE,C.oLORADO. , .. ',":. ,,'?"I:H7P 3 9 97 , , ',. '.' ".' .,,' '.. . '. ' .'. . '., . ". .:.;: !>(if',!:? ' Bridge I ...!\. ',\ \. .)~, ,,~__ _-~'r". ~~;;...J.r/.' . ,',' , ...' . .'fHE~KE~ BY:~': OUT~ET'SreUCTURE. aTRANSI1HQNS!.:'::;:.~i~ ' 'c' ""t.L.:.:i-.._.__ .' ---~..-:;::. '" ~./~~. , GRAPHIC' S~ALES , . . , '. '., .:" ,:/", .~: '. .'CETA It.S ~".":~. ,'; 'c~ ,:l~";~;;,,~:;,'(:':'~ ,;..~~>B . 1 ~;:^:,tY;~-:-:\-':'" ./'\"';;!..-O:. . . '.' .......... ,~,.',.." [)~aMrTTW:/7.{'... T"Y' "P'''I'C' At" ';';C'HAN' NE ,":,", ",.'.\, ","";:"T\~g,'I"<>:; <v" .,.., .' \ ' --r-Q"'~-';' It' , ,.0"'2"4'. s' ., .:. H,' .. '....'..' 24" M~';V,~ "".' '.#" 1;"~'~'SEC'TIONS;;';c;I.i'~?: ' , ' " '''.'~' " ,,: ,~., 't" 6" - ,,' I Q ,;- ,. .. .!.. = 1"-.0" " '. .~. ~., . ---;-"'., WHiEt.'""CYVtLWORKSPlAN""ii'CT' .' ,:. .. ".,' , ",. a..;..' ':' I>" ';' :CI?w;'7:: '. :.".<:,,, . ," .--......," :,";' "I~~-::~-'. """.'. 'n 8 ,: ,:..'" ,:: . .. .' ....,.,',.. .' iE~. MENPEL?",~:,: '. '.>>:;;', .', "'<:\""""";<"',,,:;,>;.i;'i::''i;}.'>::'::<~~.'.;~::frI\\jl~{!,yr ' .;. ':;';:.:., . ..-\,/-6_,1 . ,::,.~,~,,,,,,::,,,:,,",:';' ',', , ';: 3" ',' ,0,,2.4,8',.12' .......~~r-lr-: n~C:~~ .cn:.~"'$CALL~S,~HOWN.. <::X"i':~;';'I",:~:.;lt~';"'k~,'(\ .; ;-~>-:--\''r'''':''-.,j ,.,. '. ''', .. .,::. -=I~-O'~'. ~, . .>, lot ~ 'IttNf~'6vs'ON' ,'., i';}"'"':'':';.:, "".j"<;,~",~",,,"i'';:Jr,>,,.:,...t.::':':i'''f.;''~;;'I'."~;'#.2 . , ' . .../"'. '. >~ .'," "" .... " . " '" ! . 16. " .'" "",' ....... .::, ',.':': ',', '. ,''c., 'APP'R' ""E"'7'i'" "",., '.' ,;">;.~ .\,', 'A".;,' .'. -..,',:.; . . ,..,," ';::'.ron';WI"cN'G~"'N' UMhEtf,/:' ""'::',,'::::" rf;;::'. ' ' .." .'" .. .' '.' ," " . ", '.'" ,,'~.,:"',,: ,,:"":"n";.'.<,", "":\'...;.,.:'.:.... ,.; ~ ,"y......l-"'.".~;:~1i7('.'.-r:r~1'?f,,:':\.:,';.;.,:;.U~.~!~: ',,:>~>~, 1'0, , "Drl:-'t:..~-,::.'t~:;D2_r~ :--1:;~\:' ,." ,', ..' .~ .... . J ":",: ,':. ...",' ,',. '"i, 'I". i~:O".iO'.I..2.,.4>'~:,,:...8,':,.. 12).1"-'~"~~7~'.\:""~~';'-~ ~"".,.,,:,'i:.",<,:, ."....,..,,~..i.: "' ,~.;,..~;i;;r{;.'~:C' .' . ';Q~ ~TA 50+t 8,3~',T9;$T '~TAf)Q+63';'34:::: .~'.">>:'~. ,F,"; ",::'~ ,;,.~" ,.\:;c;,:;', ,". ,; '(", <;":""~::'t\'~',~ .>)~~ .(:~~,~,ZfENC~I:':'~E?:,'; ;:~ ;:,;..>>,;::'.:'~G;WO~E~:,2(5~,t:~.,;; ';:;~:1, : '. . " . " ." ..... ' ..., ,i" ;:';;;"<)('; ,0" '.' '.:'\.:Ai}/,>. ':;;., :.:'~...,-:: '., ~":", ,",: : ': '.;' /,. 'I.';. , :.... i:",\" "" ': :.'" ',,:,",>"',,'.. '", ." :." ..;;:~ r".S TEM8~R' }949 '. ,','. ;':. '.:';: : ': -':):;' ;;S"'H~rd.; '1'" ~1'''''';'';''o';'';.\;.: : ",,< '1,";~;;:~.,!,;{" ,. fV I .'" . ' ....' " .~. 1'.- f -~,....._,' ~ .,..,.. , ~ ..... ~ ~ """~ ~ '""'" ~ ~~..l'" 1-....p........;..................."''''..'''A<~;,~>.__..........__,~~~_~ ~~. "l'. . ---~~...-"":",---....1.....--......-....,---,..-.-r---.~~..._~."""':"";' , ..- r..~~......_~.....".-:""'~"........,...,,,~...-...... .,.-..~~.....~....."......_. "',";r--:-:;.- ::-___......,'1" ",..~........,. ,~l'~' .....___. '" ""'......:. ,,.,...~' ';"""'~"~~ . .._~ . , . ~ ,~,<,' ...;",.d<,"~ ..~7"I, ,,-. ... ~-~'~ ~ _,....~., ' ,,~ .. , .1 &~ (0" ..... , f---- &; --D 10' . Flow .... I ~ C) ,j (0 " \) ,/ \It . .,', , C) lc) lc) " ! .' .. . ~ ~L ~l< ~~ --. r - I , Ie Cl:l . ~ l\.. Cl:i , " . , . .' 'c . , . '.' : r- ~I ~l ,/ ~/ ..r' .~ 1 : . LONGITUDINAL SECTION ALONG 1 (. I 1 '" J;~? "I) , I j " . I I ,II SCALE:' '8 = 1.-0 ." 'OlJrriCf Stone " /' I ~~- (:.. .....~ ~l J ~ ,,r"--" T _91 ,"'" p .t. . . ..t I , OUTLET STRUCTURE Grouted Rlj)'op ,...: 0" ~(/- '( I , ./ Concrele Cut.off Wall ~ , 1 . /, i , I I. i , , SECTION SCALE: i' ~ 4 '" - ~Crown T T Slope Ion;? .J'f L'/ / / , ;/\, \ /\ ~. ' \ flo'VI/ V I T Lc I'..t/~ .. ---.. I I '\" ~ / / : /' t , .... I rl TS STA 49+09.88 TO SC STA 49+54.88 \ ./ / \ \~S " , .... l' ZZ/ \/ s9.... oj c.'" p., \ \'" ~. sp\ ~ . , \ \~\ ,./'/ \ ,~ \ ..... \ \\\~ \'w 0\ 3' . \ \ 'q~-19J ,~ "V ~~ - <.n ~ v..... 0 ~o 'U \,-'" <>I \ '\J\ '" .C -'\ot" ~ .;; /!,_~ Ii v A-A Note: For Layout of Weep Holes Outlet Structure Plan. , II." " !)Ji~ See o ::> N;\ , " I. () '5:. 'Z. h, j ....... . . " -~-~, " r:LAI',J~, OF' TBANSITI.ON~. .,' ",.., I'" ." "'." SCALE; "8 ~)-O , " " f-Q) & REVISION , .. _ _. __ . .n_. __ ~_,__,,__ .. __ ____,.. =-c. . - TO'ORAIN,C;JANNELCONSTRUCTlON TO 29+20 ~~_BUILI..._ ___, I.~ mt_ 10-13-50 REVISED SLOPEOUTSIOE BE-P.M OUTLET STRUCTURE TO GRADE . r 5-31-50 GENERAL REVISIONS" ._ L7/;bl A J DATE DESCRIPTION BY "BY '" " ~ '. -' , ' " " . . . . '. , , . i , ' . \ l--<:v '.' ',":. \1:.;0" ',-,-',' I L , J ~..r <.;}' '. , . '->.-"'--~Y' -";''''~:''''.-''~~'---'''''''''-':''''''''------'f;'"'''''--''''''''' ~ ''','., J . ."~ ";"' , ..