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<br /> <br />4. <br />t- <br />ell <br />=-- <br />UI =- <br /> <br />~ .._=>~~~~i~",\ <br />~ 7'f)j~ '" J r:." f)i~)< b ~.. <br />t-. J'0Yr ,c,& , <c <br />4.~'\ J':>~~'~Y "--S'-r <br />C ,,~I"'" \', ->-,.('0. <br />.,:;.. '..I"''' '"'-' <br />~c...- . rJ ~... , ;,~ <br />~ d'j <br />\ ~ rF <br />''-7 I c. <br />, "> <br />'"~ <br />'"1.." <br /> <br />_' ," o"'~";/ifc')J7J;-' <br /> <br />.J-.', ';r~~):~"'')~~/S'~\\ <br />, '~.~" f~0" ',"'-i.. ~ t c.' .1, > '~<. <.r,~ ..'. t, <br />,~ \' \r-"J~- ~. <br />,_ r ~.-J L'".j , j <br />i\ .... --"", ' ~ ." "'\/ <br />Cl --' ,:: )) ......._.^/ <br />. \ + - C.-' " ~ <br />~ < -' , <br />... \r..LJ"'V'-S"' <br />.;, <br />~\ <br />'~{ \ <br />,j \. \'" <br />\ '. <br />. ' <br /> <br />;. ~\' <br />REMOVE WINGWALLS AND REPLACE AS "''\s, ~ ~ , <br />DIRECTED BY THE ENGiNEER BOTH SIDES ...~ >,>. ~.s>' <br />~A ~ <br />.s> <br /> <br /> <br />~ <br />------ . <br /> <br />,"~""',;.",' ,~~ <br /> <br />, , <br />,. 1 . <br />.~~' . <br />:::-----r' - ~ <br />~ ' . <br /> <br />? <br /> <br />00 <br />'?> <br />00. <br />~\,/,~~ <br /> <br /> <br /> <br />'\ '~; <br />~ ,~\i) <br />, ,..> <br />\ \.,. <br />\~>...... '00 /"\ <br />\\.........................~/ \ <br />\'\ .\~ <br />\~ ' <br />/)\. \............ <br />/,/ ~ '\ ...... <br /> <br />~// --\\ \ <br />\\-- <br /> <br />, <br /> <br />CONTRACTOR TO <br />PROTECT STRUCTURE <br /> <br />, <br />, <br />....\ <br />~ <br />+ <br />01 <br />~ <br /> <br />0.4"17E. ". <br />~6',"""" <br /> <br />" (V> <br /> <br />REMOVE, MODIFY AND) <br />REPLACE BRIDGE <br />DETAIL 3, SHEET 1'-6 <br /> <br /> <br />7925' <br /> <br />79~0_, <br /> <br /> <br />7915' <br />_.~-,--~_.- <br /> <br />.. <br />, <br /> <br />I I <br />, <br />I <br /> <br />o <br />.. <br /><11'; <br />",0 <br />l-Gl <br /><11": <br />..... <br />. w~_ <br /><<, <br />...11: <br />U'llll <br /> <br />7~lQ <br /> <br />7905 <br />_""_'__h'._,,".' <br /> <br />,NOTE: ABUTMSNT WALLS <br />, HIGHER' THAN 2' TO <br />BE SLOPED AT' 3:1 <br />TO MEET FLUME <br />WALL' <br /> <br />..~'m _,~~___~ <br /> <br /> <br />?'~.Q,~L _"...~"., <br /> <br />7895' <br />~._~_..._.., <br /> <br />..... <br />.... <br />+ <br />Ol~ <br />"1 ~~ <br /> <br />~-."- ~ ,- ".-,,,, ~- - <br />, <br /> <br />s <br /> <br />, <br /><! <br />t- <br />In <br />ILJ <br />Z <br />..J <br /> <br />.' <br /> <br />__..,.,1 <br />, <br />.' <br /> <br />l <br />7890: <br />._'--'-"~'~----'._' <br /> <br />---_.~,j <br />, <br />l <br /> <br />STA. 19+20 <br />, EXPANSiON JOINT <br />i <br /> <br />7885; <br />_._,-..;'~" <br />f <br />I <br />r . <br /> <br />,., <br />~ ". "t.. - ~ - - <br />7 880j,:~:~~~:.~ 1~~.",".,t:~::.:L:,,:"J:',~'.',~. I_._L~:. <br />19+50 <br /> <br />4595 <br /> <br />. <br /> <br />/.//\ <br />\\ <br />\ <br />\ <br />\ <br />/ <br /> <br />.//////. <br /> <br /> <br />\ \//// \ <br />\ -- \ <br /> <br />\ <br />\. <br />\: <br />\ <br />\ <br /> <br />EXISTING SO. FLUME WALL TO REMAIN FROM STA <br />~OEWNTRFACTOR TO PROVIDE PLAN FOR PROTECTING <br />LOOR SLA~'O EXISTING WALL. . <br />PLAN SHALL Bj;.-' EPARED OR APPROVED BY A REGISTERED <br />ENGINE~~+Ai TH\E CONTRACT1RS EXPENSE. / <br /> <br /> <br />/? / <br />/ <br /> <br /> <br />22+91:!::TQ 24+38. <br />AND CONNECTING <br /> <br />.\ <br />\\ <br />\~ <br />~. <br /> <br />\ <br /> <br />////' <br /> <br />,/ <br />/ <br /> <br />REMOVE, MODIFY AND REPLACE <br />BRIDGE SEE DETAIL 3, SHEET 1'-6 <br />.. <br /> <br />PROF. <br /> <br />,/ <br />,/- <br /> <br />REMOVE F"MCE AND GAlE <br />AS NECESSARY AND'R€ LACE <br />AS DIRECTED BY THE E GINEER <br /> <br />.. <br />'l:"'" <br /> <br />\ <br /> <br />\,.' <br />/ <br /> <br />/// <br />( <br /> <br />\ <br />\ <br /> <br />\\ <br /> <br />INSTALL 2-30' LENGTHS ' <br />12" PVC WITH PUSH-ON \ <br />CAPS FOR FUTURE UTILITY , <br />CROSSINGS ' " <br /> <br />\~ <br /> <br />\ ,/\ / <br />,/ <br /> <br /> <br />I <br />/ <br />/ <br /> <br />SCALE: 1"=20' <br /> <br />.. <br /><, <br />/"-~- <br />\ <br /><, <br />\ <br /> <br />t., <br />..J <br />,- 7 112' WALL TO ABUTMENT ..J <br /> <br /> <br />-- <br /> <br />~ <br /> <br />~V?'\ <br /> <br />(';>-- 0'1 <br />. J <br />.J, "" '-t~ ' ~~ I <br /> <br />'-5\ \ '>f --=-, /- <br /> <br />--- <br /> <br />'- <br /> <br /> <br />___--T -- <br />UJ <br />:2: <br /> <br />CONTRACTOR TO PROTECT <br />ELECTRICAL SERVICES <br /> <br />-" <br /> <br />POINT "G" <br />,.J' ',,'> ,r'!,},-., <br /> <br />\\ <br /> <br />of .' <br />'.,.-' ;. <br />t ~ ~>~>"-""";:;- <br />~ ~ ) j ) <br />~ '-- <br />\,' 'i <br />, 1. J ~ <br /> <br />3: <br /> <br />:- /\ ... ,.{/ ":',,.~\ <br /> <br />~- --- '\.(-'l.\~ -rv-'( \ ~- <br />..--- ~-' ~ ,,\,.';,v.).~,' >v~,,-,-,--\ <br />'" Xj "---,~",, <br />< ~_.l.-:.:.:=--""----\,'.... ? ~, ", \' -,' J" <br />---?--f"""'r /.,'$' ~ !j'\ '),.~ I . ~ , > <br />NE ' -- .., r\ "- ". ',I ,. <br />fEl'.ENCELl .' - q ""'-", ~ .. " 1~-==- <br />SUIW,E'! RE - f /' ( , ~) ,~ <br />.~ <br />HOo., _,~, -. ,- <br /> <br />, <br />, <br /> <br />,,;c <br />Q: <br />o <br />;1~ <br />~ Q' . <br />,'$ <br /> <br />NOTE: CONTRACTOR TO SECURE TRANSITION <br />WALLS TO EXISTING BEDROCK BY <br />METHOD APPROVED BY ENGINEER <br /> <br />...-Y' ,':1' "., , 0" <br />, \,' { , " <br /><I~~;' ,:' '~,~ <br />'l"",',' <br /> <br />, w- <br />,r^,'..I':"J~~~,' \-, <br />, ~, <br /> <br />'- ~ ,--. <br />,f , '-, f <br />"" t ~i",.' <br />1,-, \ I I "-, " <br />\ It. r' j , <br />..... . 5_..... <br />, .... rI' " <br />--,.! \ \. - I t <br />~> J ~ <br /> <br />" / <br />,')..... <br />I"~ <br /> <br />~..f&-= <br />.J <br /> <br />.7 " <br /> <br />:J, 23 00 <br /> <br />~ <br /> <br />~ <br /> <br />-- <br /> <br />'............. <br /> <br />-~ <br />- <br />~- <br /> <br />p" <br /> <br />': <br /> <br /> <br />~" ~. .....' <br />~ .~ <br />.~.d. <br />, ~' , <br />'.J-.' L ;-! ,\ (" " ',- l '1. l.,' --0., ~ ~ ::' , <br />.j J" l...... .t'1 L _ <br />'-~, r-__I 1 ~ I <br />- (/J (r, ,'- <br /> <br />/ <br />/ <br /> <br />- <br /> <br />.'.... <br /> <br />---- <br /> <br />-- ~ r" ::]-,.~ - -...., <br /> <br />...-~- -, <br /> <br />'-..... <br /> <br /> <br />\/;'-r' .,' <br />\~ \ <br />~ ~--(,~- ,~, i ~ <br />~ ..r I. <br />, <br /> <br />'- . <br /> <br />" '-"., ',(" <br />~, ~, \. t ~, <br />.. <br />A. .;~ <br /> <br />; 1 <br />f t, <br />~)-r' <br />v <br /> <br />,~. \. <br /> <br />, 'V "::~~5:-, ~:::~: <~;);'\\ \ \ <br /> <br /> <br />- ,~, v.... J \~ ) r {\ <br />L-- 1ru- .r---,. /,) \ <br />J,';'~'o,"';-./ '. \' <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />, REMOVE FENCE AS NECESSARY AND REPLACE \\ <br />AS DIRECTED BY THE ENGINEER <br /> <br />\ <br /><, <br />\ <br /> <br />I <br />;'~\. J <br />';"1 0/ <br />~"' ~1 <br />',- 7 lr yU'.'.. <br /> <br /> <br />,,~7 " ~'\""')) <br /> <br />"'/ ,A' . '') <br />I ,". .0 <br />:.t '-",r ',' _) 1\ <br /> <br />CON STJ.1~ C/T' <br /> <br />SEE DETAIL. <br /> <br />-~ <br /> <br />------- <br /> <br />Ok50 PROpoSE~ <br />--= <br /> <br /> <br /> <br />\ <br />~ <br />"'c>~" <br />~. <br />Y.Jl ' <br /> <br />Q.' <br /> <br />058'020 ~ <br />S ~, >--= <br /> <br />j <br />~ <br /> <br /> <br /> <br />.,~.. <br />~'.Y... ~ _ ,,7 <br /><'< r ~\-, C.~ <br /> <br />:;; t I '- ~:: .-' <br />'..... '-..-~; j ,.-.~ <br />, " <br />'.,ro...~l~" ~ <br />-".......; . <br />- <br /> <br />,~J-'<'-.'1t.\ <br />I.... ']' s'l ~~ h~.. <br />p.) \ J......, (l; <br />') '...... ,j , <br />'.' '. '0 "" <br />'V,~ <br /> <br />\ <br /> <br />" <br />,1\ ; ~ , <br /> <br /><S-, <br />~ <br />~ <br />?- <br />',p <br /> <br />\ <br />\ <br /> <br />..... ' <br /> <br />r <br />'" <br />+ <br />'" <br />'" <br />.;, <br />I- :2: <br />IS> <br /> <br />\, <br /> <br />\ <br /> <br />j <br />~ <br /> <br />\ <br />~ <br /> <br />.' <br />OJ <br />",' <br />'" <br />+ <br />'" <br />'" <br />;:' <br />IS> <br />U <br />CC <br />.. <br /> <br />, <br /> <br />\~ <br />';\ <br />~X\ <br /> <br />"'''} <br />~;- <br /> <br />. <br />'<"1fI <br />~ <br />0.9 <br /> <br />/ <br />00 ,/ <br />00.' WATER LINE LOCATiON TO BE DETERMINED <br />'. ,,~ 5Y THE CONTRACTOR PRIOR TO RELOCATION <br />X <br />, <br />~ <br />; <br />- "'t,j).-\ <br />EXISTING CONCRETE FLUME TO BE REMOVEO (TYP.) os- <br />.0> <br />00 <br /> <br />CONTRACTOR TO PROTECT STRUCTURE <br /> <br />..: <br /> <br />o <br />... <br />.. <br />'" <br />+ <br />'" <br />'" <br />.;, <br />l- <br />ll> <br />0, <br />Q. <br /> <br />.. <br />"- <br />.,' <br />^' <br />j, <br />., <br />'" <br />".... <br />'" <br />". <br /><1,' <br /> <br />MATCH TRANSITION WALLS TO BEOROCK <br /><;Yf.) <br /> <br />C9NTRACTOR TO DETERMINE LOCATION AND EXTENT <br />",' BEDROCK AND COORDINATE WITH ENGINEER PRIOR <br />TO CONSTRUCTION IN THIS AREA <br /> <br />~UBY.~,?_ <br />R=250' <br />t:. =35"04' 04" <br />L= 153.0 l' <br />T=78,99' <br /> <br />-- "t-.. <br />-t.-. <br /> <br />J <br />t <br /> <br />I <br />t <br />, <br /> <br />-i <br /> <br />f <br />; <br /> <br />t <br /> <br />t--- <br />'. <br />. <br /> <br />+ u <br />, I- <br /> <br />1 <br /> <br />! <br /> <br />- '1' <br /> <br />.. .. <br /> <br />1 <br /> <br />'f <br /> <br />, <br /> <br />, <br />" <br /> <br />2B2' - 6' WALLS <br /> <br />o <br />"? <br /> <br /><11 '" <br />.. '" <br />+ " <br />.. , <br /><'luJ <br /> <br />< ' <br />...": <br />0'" <br /> <br />o <br />'" <br /> <br />, <br />I '7(~.71 -7,5' WA~LS <br /> <br />TgA N S lTlON SJ1ZJJa: <br />It>Z, ~9' 7. 5' W ALL <br /> <br />7945 <br /> <br />'" <br />'" <11 <br />+ " <br />;; ...; <br />'" <br />~ ~ <br />o .; <br /> <br />.-t _. <br /> <br />i <br />i <br />I <br />I <br />i <br />I <br />r- <br /> <br /> <br />: NOTE: B,F, DE~IGNATES TOP OF BRIDGE FOUNDATION <br /> <br />'7940 <br /> <br />HOTE: ABUTMENT WALLS HIGIIER <br />THAN 2' TO BE SLOPED AT <br />3:1 TO MEET FLUME WALL <br /> <br />7940 <br /> <br />----- <br />--- <br /> <br />~--- <br />~..---- <br />...-----..-- <br /> <br />..----- <br />..--------- <br />~ <br />~ <br /> <br />;---- <br /> <br />, <br />i <br />I <br /> <br />._~.._- 1- // <br />< ~ ----r <br />.~---- '. <br /> <br />3 ft, CUTOFF WALL 7935 <br />SEE' DETAIL 5, SHEET P-6 <br /> <br /> <br />-~ <br /> <br />~ <br /> <br />'0 <br />'" <br />",t <br />"<11 <br />+1- <br /><11 ' <br />... <br />..- UJ .' <br /><. <br />...Ii: <br />lJlal <br /> <br /> <br />7915 <br /> <br />A~ 23t-.t5.71~ <br />EXPANSfON <br />,_.- J onrr.- <br /> <br />7930 <br /> <br />7930 <br /> <br />a:l <br />(') <br />... Cl) <br />"" 0 <br />C\J . <br />CD <br /><( (') <br />t- Cl) <br />(/) 1';- . <br /> <br />7925 <br /> <br />i <br />~..J.---" <br /> <br />.-',/ <br />,..-/"'~ <br />,.-'" <br />/' <br /> <br />., <br /> <br />--- -----r <br />I <br />->>--..---.,.. <br />, <br />i <br /> <br />Z ..J <br />oUJ <br /> <br />.t- <br />(l)UJ <br />zen <br /><( <( <br />:r: <br />ex: a. <br />t- <br />o 0 <br />,z z 24+50 <br /> <br />./'//' <br />,.-" <br />, /' <br />~--------- <br /> <br />,"'- <br /> <br />EXISTIIIG 6" WATER LINE LOCATION <br />AND ELEVATION TO BE DETERMiNED <br />BY THE CONTRACTOR PRIOR TO <br />RELOCA TlON <br /> <br />~-- <br />, ...-----', <br />~.. "J-..--~ . .---,-,, <br />I ..._____/1 1 <br />-------~ <br />---- 1 <br />----~ f - 1 <br /> <br />i <br />-BClTT01H1FWALL;---~"~-" -- . <br />.-.,.. i <br />r-- : k <br />.. -... <br />'10 <br />+. <br />C') <br />C\I <br /> <br />I <br />" <br /> <br />tlTA, 21+. 20 <br />EXPANSION JOINT <br /> <br />--,.-- <br /> <br />IJ'l <br />~ <br />~ <br /> <br />-- <br /> <br />,----- <br />,-------/ 1 <br />~..,~--__t- <br />1- <br /> <br />STA,23.,:20 <br />EXPANSION -JOINT <br /> <br />7920 <br /> <br />PROPOSED FLOWLINE <br /> <br />< .;, <br />... ... <br />U'I U'I <br /> <br />i'-' <br />(0 <br />,z <br />;'1- <br />'(1) <br />'- <br />, ' <br />'X, <br />iUJ <br />'-' <br /> <br />, <br />.,./, / <br />>"'" ;' <br />~rc.---"~" <br /> <br />CITY OF OURAY, CO. <br />DEBRIS AND FLOOD CONTROL IMPROVEMENTS <br />PORTLAND CREEK PHASE II PLAN AND PROFILE <br />STA. 19+17 TO STA. 24+56 <br /> <br />+. <br /> <br />z <br />c( if <br />I- \II <br />...en CD <br /> <br />. <br /> <br />STA. 20.,. 20 <br />EXPAIISIOK JOINT <br /> <br />! ' '/ ; <br />I il . S-J(.~~~J <br />1 I 'Y.:::',.h+'V v 'I <br />(/v'f""! ,..'{;r' <br />, ' , <br /> <br />. <br /> <br />PROFilE SCALE <br /> <br />VERTICAL 1ft= 5; <br />HORIZONTAL 1ft:=20' <br /> <br />STA.22+22.70 <br />EXPANSION JOINT <br />GRADE CHANGE <br />EL, 7914.63 <br /> <br />....r <br />'..J <br />~<( <br />., 3:. <br />, Cl) <br />:t" . <br />NO <br />. C\J (I) <br /> <br />;':0 <br />(l)t- <br />~t- <br />:0 <br />'UJ <br />..z, <br />~z <br />.;.0. <br />,'0' <" <br /> <br />23+00 <br /> <br />, .t .,.: <br />23+50 <br /> <br /><.../' <br /> <br />7890 <br /> <br />7910 <br /> <br />;;:"e >, ~ <br /> <br />~. ' "-' <br /> <br />, <br /> <br />DeslQned by JSW/WTF/NEB <br /> <br />Scole 1"=20' H, 1"=5' V <br /> <br />. . .... ~'. .' <br /> <br />DrOwn by' KAS <br />Checked by WSL <br /> <br />Dote MAR. 1984 <br /> <br />eVISlon <br /> <br />,24+0(L~ . <br />Dote By <br /> <br />1". <br /> <br />, <br />~, <br /> <br />PrOject No.' CO-TO-02 <br /> <br /> <br />. <br />, <br />i <br />~ <br /> <br />C'B'1 n Dl"\ <br />t.f.i.J U C';J <br /> <br />SiMONS, Ii &. /\550cL'\Th, j'-oC. <br />fOln L()IlI~<', dj[)!N"t, dt""f Ii, It ("h <br /> <br />.. <br />- "" <br />jf,..I!I_!:'.o,. <br />;:. y <br /> <br />+ <br />, <br /> <br />, <br />, <br /> <br />, <br />1 <br />.~.. ..- ,~- ~,.- . <br /> <br />j <br />..L <br /> <br />, , <br />! <br /> <br />t ' <br />-. "..~-- ....~-_._~ <br /> <br />7880 7900 <br />22+00 <br /> <br />20+00 <br /> <br />20+50 <br /> <br />21+00 <br /> <br />21+50 <br /> <br />22+50 <br />