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<br />, <br /> <br />REMOVE FENCE AS NECESSARY,) <br />REPLACE AS DIRECTED BY /, <br />THE ENGINEER <br /> <br />PROTECT <br /> <br />. EXISTING <br /> <br />t. :~ <br />, <br />, <br /> <br />..---+------ <br />I <br /> <br />t:-. <br /> <br />7875' <br />"-----_._-~~"' <br /> <br />, <br />7870: <br />-'--~-~-.y <br /> <br />78~5: <br /> <br />7860 <br />____~__.m.'. ..HW ..~" ~_." _._-+ <br /> <br />7855. <br />--'-_.'--'~~ <br /> <br />7850, <br />---,_.._-~ , <br /> <br />7E:34~L~ <br /> <br />I~~9., <br /> <br />7835. <br /> <br />7830 <br />-..-., --" <br /> <br />BRIDGE SEE DETAIL 3, SHEET P-O BY OTHERS CONTRACTOR TO <br /> <br />\ \ / PROTECT AND MAiNTAiN SERVICE _ _ SCALE: 1"=20' <br />\! TO STRUCTURES <br /> <br />, <br /> <br /> <br />RJ1M 'ii~5U;P)(,r C""~~~ALL, REPLACE BY EXTEND <br />r'-\IcH W~i?L ~S DIRECTaD BY THlr ENGINEER <br />\ '-S'C0f~->{ . \ <br />/ ,t;5 \';> r" 3_- <br /> <br />. - --i " ~ J <br />I ~~ S W40'42" E <br />~ . - <br /> <br />G <br />'c__ / <br />/ <br />~ / <br />~~- <br />......~ ~-. / - <br /> <br />I J- <br />j I <br />PROTECT OR RELOCATE <br />WEATHER STATION " <br />i~ I " <br />--.\-_~I '" / <br />CONTRACTOR TO PROTECT STRUCTURES <br /> <br />o <br />o <br />"'. <br />... <br /> <br />~ <br /> <br />\ ~ <br />... <br /> <br />:. <br /> <br />-4- II 500,400 \ <br /> <br />\ I CONTRACTOR TO PROTECT <br />\ STRUCTURE <br /> <br />\ <br /> <br />X STLNG r.0N~ ,W'LLh, "n ~ '~ \ <br />h . I ~d 1~ L_,,~" <br />l"<;1J ~I \~~ ~~ 5""~,\ <br />('I\;'$ _-- 5 '" 5 -" <"r<<,~ <br />01" 'I.-. r k. .;:$' ~, <br />+1h.,1 . Hf-~RE W.ilE. ~~-!:~ .-;::, ~~ "'~~ <br />~ r~'l'-" v ~ I;; r''::> IV~ ~i;. ~~ ~ _"=--"':'-' ;i; _ _ ~/ .. \\ <br />.ci t(\v;::'~~~,~ v,~ c-'" ~______~~ . 15f<lf .:.. _ /". ...;: . . .'.\ <br />'-- ( _~ 14+ 0 .. S8... . .. .... ... <br />"'-1Il =~ _0--- .; - .. . . J"> <br />. ... ~OM~~ <br />UJ .,......"'-~. r;:""l ~ b...1 ; \ <br />S r-: ~ ~ ' ' ' A "-~<O~,) 0:\\ ~.~- If, 1\ <br />:t ,It' '?0f /" 0 "v-r-' ~,< <br /> <br />~ ~:;cJ~ t= // n~\ ~ -' ~ <br />~l ~ J - r u / <br /> <br />\ L.~~t ~ + CONTRACTOR TO PROTECT STRUCTUR <br /> <br />r;~~\ <br /> <br />\ CONTRACTOR TO PROTECT STRUCTURE ~ ~. ": . ) ") t <br /> <br />~~. <br />J ~ ~~ <br />~\ <br /> <br />, <br /> <br />\ POWER POLE TO BE . <br />RELOCATED BY OTHERS" <br />\ ONTRA(;TOR TO PROTEC <br />~NO MAINTAIN SERVICES <br />TO STRUCTURES <br /> <br />J'I..V'.-,' <br /> <br />-------- - "::...--:- <br /> <br />-- ~ - ~~ <br />5+50 p:-.... - --::' :.:., <br />, .. <br /> <br />~m ~~ ----'----.~:.c...____ - . <br /> <br />l~ (- /~ <br />-\1 / <br />1\ 7 <br />\ \! I / <br />\ ~,\ Ii <br />\ f' <br />, / <br />~\ III <br />I j/ <br /> <br />'-~ <br /> <br />/. <br />/ . <br /> <br />... <br /> <br />. <br />., <br /> <br />~ J ~- <br /> <br />I <br />POJ <br />I \ <br /> <br />.-~ <br /> <br />t7 <br /> <br />7~ <br />'" <br />~ <br /> <br />'" <br />,.. <br />VI <br /> <br />~ <br /> <br />I.. <br /> <br />--~-- <br /> <br />)CONTRACTOR TO PROTECT OR RELOCATE <br />TANKS AS NECESSARY <br /> <br />'" <br />o <br /> <br />STA 16-t-18:t INSTALL 8-IN. STEEL PIPE THROUGH <br />FLUME WALL AS DIRECTED BY' THE ENGINEER .. <br /> <br />~ <br />~ <br />+ <br />'" <br />~ <br /> <br />.. <br />,.. <br />VI <br />'-\ <br />"- <br /> <br />+-- <br />,. <br /> <br />.. . f =~i-= m r-:-::m-:=r. ~r=-~'::=1'=:-==F==T--:-F"-'T"~-:-:-'=--f-:c-:~1----r-:-'=!:---'r--:---c.---.--,.,- <br /> <br />. ~ t. <br /> <br />f. <br />. <br /> <br />108' '- 6' WALL <br /> <br />31' - 7.5" WALLS. <br /> <br />)--. <br /> <br />~ore B.F..DESIGNAttSTOP OF BRIDGE FOUNOA.T10N_ <br /> <br />o <br />co <br /> <br />o <br />.. <br />.; <br />,,~ <br />I/)~ <br />'-1-~ <br />~.J <br />.111 <br />'" . <br />..."; <br />1/)" <br /> <br />i <br />. --. - ~ + <br /> <br /> <br />cO <br />! <br /> <br />o <br />- <br /> <br />, <br />... <br />., <br />. <br />III . <br />..... <br />~~ <br />... <br />",Ill <br /> <br />+ <br />... <br />- <br /> <br />ti <br />:1 <br />:, <br /> <br />,~ <br />III <br /> <br />.. -~ . <br /> <br />. <br />- ,..--.'-t' "._._~<"-._._." ...--_. <br />! <br /> <br />t"'-". <br /> <br />7860 <br /> <br />, <br />I <br /> <br />...:P!lOPOSEJ).IorOOdLL~ .. <br />. , . :'\ <br /> <br />STA, 10 -t20 <br />EXpANSiON JOINT <br /> <br />'~ <br /> <br />:~!lOTTO!l OF WAll <br /> <br />C'iI <br />~ <br />_"t <br />.". <br /> <br />.c.c, \_. ,.~. , <br />: STA. t5+~0 <br />EXI'AHSION JOINT <br />,. .. <br /> <br />7850 <br /> <br />'. <br />oct <br />J- <br />.lJ) <br />III <br />z <br />- <br />~ <br />:t <br />.0 <br />~ <br /><I( <br />:iE, <br /> <br />pROPOSED FLqWLfNE : <br />-~..,..,~._:_-:. <br />: : BOTTOM OF tLUME . <br /> <br />'.. <br /> <br />_______ : ST"- 14 + 20 c <br />---. fXPANSION JOIPCT <br />, ."'-".~--'-'-~'.T" <br /> <br />7..840 <br /> <br />_.. -;- <br /> <br />".. <br /> <br />J <br />I <br />I <br /> <br />P~OFllE:SCAl~ <br />VERT1CAl. 1',-,- 5~ <br />, . . ... <br />"ti9RIZ()NTAL ct" =20' <br /> <br />, <br /> <br />, <br />, <br />.t f <br />,._1 ...__=._t _~.__c_,_ <br /> <br />14 +00 <br /> <br />, <br />I <br />__.i...-._," <br /> <br />, <br />..,~->/Oo ..._ <br /> <br />1 <br />. <br />, <br /> <br />,J. <br /> <br />'.~~.L_':"_':"_c,3iJ3~Q _ <br />16+50 <br /> <br />L_.._~___J___._i___J__.:.._~. ___L__L ._.. <br /> <br />. ..... ... cl.c.:..-.-l___.L.j__ .... <br />15+00 <br /> <br />14+50 <br /> <br />15+50 <br /> <br />16+00 <br /> <br />4594 <br /> <br />REMOVE, MODIFY, "'ND <br />REPLACE FOOTB:UO;;E <br />SEE DETAIL 4, SHEET....8 <br /> <br />.-, <br /> <br />RECONSTRUCT <br />CONCRETE SIDEWALKS <br />AS REQUIRED <br /> <br />i <br /> <br />,REMOVE, MODIFY AIID REPLACE BRIDGE <br />ISEE DETAIL 3, SHEET....8 <br /> <br />~ <br /> <br />\ II \ \ \ \ \ <br />\ / \ \ \ <br />I \ kr;;~ ~'F" ~ I--- ~ \~J"~""1--1\ T--.:---_ <br />1".Is:;~~_ __I (,r~" \ / <br />\' ,,0;:; \r-" '> - -" ) I <br /> <br />- ~V0 .r'5 II ~ ~r :-- <br />f7+( ~ j.> v "'i~ <br />L ~ II \ II ~--J <br />-. ----:~I:=. -~ :----- <br />~ ... ~ --...I JO:-\-~ k . f.........k "'R" IN / - f <br /> <br /> <br />'[': \ >~y! I \ U ~~"" ,':. ~ . ',."."., I r- I <br />\~- \\ t' c~,:;') rf--}:: ;. - ~ 8'fsO : I~ <br />\ l.t.OVE EXISTING FENCE ,,\ 7\\ ~ \ ~~~ I ~S OS'1$8' tf!~ <br />~;r~ECESSARY, REPLACE~ " - ---..! . ~I) '1 ~ _ i~ , _ I ~ O~. ~ ,,___ :?: <br />iS~D'RECTED BY THE \ \ \Vi' L. ~X~ ": ~ -----='- ~ ~ I, j. <br />N INEER / \ t'--l-v :Vv.;J.L.,^ ~.:~'l ~~Vfi!1~- ~ ~ r9-;00 :: <br />\ \ ~ . \'-r--- V),;". ?J r'",~~ f~ _/0 <br />, ~\ \ \ \ \ 1 \ - "",,,)it...J:,~ I "~?r:;~W;;' -=y~ <br />~\ \ \ \ II \ il \ \ / ~'~~1 <br /> <br />d INSTALL 2-30'lENGTHS \\ \ \1 ! \ \ \ / "':>, ~~ <br />f 2' PVC WITH PUSH-ON \ i / v-.fl <br />CAPS FOR FUTURE UTlllT I \ I <br /> <br />/ REMOVE FENCE AS NeCESSARY, REPLACE <br />I- EXISTING CONCRETE FLUME AS DIRECTEO BY THE ENGINEER <br />~ III ~ I ~ TO BE REMOVED (TYP.) <br /> <br />~\ ~ ~ 1 \ \~ ~1 tI <br /> <br />1_/ r~.+ <br />'''if N 500,100 I - <br />:;;1 \' RECONSTRUCT CONCRETE SIDEWALK AS REQUIRED i:! <br />+ 0 ., <br />::: 0 <br />.. <br />.; <br />~ <br />... <br />.. <br /> <br />- <br /> <br />REMOVE, MODIFY AND REPLACE <br />FOOTBRIDGE <br />SEE DETAIL 4, SHEET ....8 <br /> <br />/ r;i'll?;}.) <br />~~ ,:c") ~ <br />\.':'i . ..-iJ <br />I ~ J-' <br /> <br />r~~=- <br />~ ~~ :~ } <br />1r,~ ,--' <br /> <br />o <br />o <br />Cl> <br />.; <br />~ <br /> <br />.. <br /> <br />- <br /> <br />Ul I <br />N 500,300 <br /> <br />.. <br />.. <br />+ <br />Cl> <br />~\ <br /> <br />CONTRACTOR TO REMOVE FENCE <br />AND ROCK WALL AS NECESSARY <br />REPLACE AS DIRECTED Elf THE ' <br />ENGiNEER <br /> <br />. <br />f <br />Ii <br />" <br />- <br /> <br />! <br /> <br /><i <br />l- <br />V> <br />() <br />a: <br />" <br /> <br />0: <br /> <br />CURVE 2 <br /> <br />R=500' <br />!::::, = 21024'46'" <br />L= 186c86' <br />T=94.53' <br /> <br />I <br /> <br />~ <br />., <br />..' <br />~. <br /> <br />Ul <br /> <br />."'"1--- .: <br /> <br />Jt <br />..I <br />, <br />, <br /> <br />7900 <br /> <br />1 <br /> <br />1 <br /> <br />f <br />j <br /> <br />376' - 0' WALLS <br /> <br />7.900 <br /> <br /> <br />r--; <br />,.. <br />+ <br />01, <br />... <br /> <br />7895 <br /> <br />o <br />.. <br /> <br />. <br /><I: <br />I- <br />CIl <br />uJ <br />z <br />---. <br />-l <br />:t <br />o <br />M <br />~ <br /> <br />7885 <br /> <br />7890 <br />.~ ~-- . I <br /> <br />NOT~' ABUTMENT WALLS HIGHER' <br />THAN 2' TO IE SLOPED AT <br />: 3:1 TO MEET FL~ME WALL' <br /> <br />M <br />.CD <br />"CO <br />+... <br />" . <br />-~ <br />'" <br />" . <br />1-": <br />III III <br />TOP. OF FOOTBIIl GE <br />EL;788S..bO . <br /> <br />7890 <br /> <br />"" <br />",. <br />+ <br />.... <br />- <br />.. -.... <br />.c: <br />.... <br />(l); <br />, <br /> <br />788() <br /> <br />o <br />~ <br />+ <br />~ <br />- <br />'" <br />l- <br />I/) <br /> <br /> <br />, <br />, <br />., <br /> <br />I <br />J <br /> <br />7880 <br /> <br />TOP OF FOOTBRIDGE EL. 787l(.60 <br /> <br />GRADt; CHANGE <br />STA.T 'lH4q <br />EL:.ts82.d <br />i <br /> <br />. <br /> <br />7875 <br /> <br />-;- <br />, <br /> <br />~-SfA.TCf$ no~;' <br />~ : EXPANSION JOINT <br /> <br />~.f;' MIN. COVER; . .; <br /> <br />o u c. <br /> <br />; <br />, <br /> <br />I <br />, 7870 <br /> <br />" ST,,- 17 * 20 <br />I!XPANSION JOINT <br /> <br />o 0 <br />> > <br />... ... <br /> <br />\ ," ". ; .' .. /'" ~ . <br />, -. "t ~ .) .....7 t t <br />c cCc. -' .c I . 7.' .c" / i <br />I ; "..Jy-..e----- .t... .'"-.....~-~~....- <br />.. ~. --..r"~ /~. c v--'~. ...... . <br />v0'f ~ ,..' -- r rl'" ,. i ! ; <br />'.'~.' --. .1.":';- . j J <br />~ i.. <br /> <br />j <br />.19+00 <br /> <br />CITY OF OURAY, CO. <br />DEBRIS AND FLOOD CONTROL IMPROVEMENTS <br />PORTLAND CREEK PHASE II PLAN AND PROFILE <br />STA. 14+02 TO STA. 19+17 <br /> <br />., <br />I <br /> <br />-'r + <br /> <br />"- ~, <br /> <br />+.. <br /> <br />.-..._-+,,- <br />, <br /> <br />, , <br />.~ <br />- - <br />I I <br />o 0 <br />'" .. <br /> <br />. 'I') m ~ <br />Cl> '" <br />. . <br />... ... <br />.. - <br /> <br />I <br />I <br />EXISTING s" WATERUNE LOCATION: <br />AND tlfVATION TO $EOETEflMINED' <br />BV.THE CONTRACTOIl PRIOR TO : <br />RELQCA TlON . . <br /> <br />. , ~"'... <br /> <br />-.--..",.--.-. <br /> <br />id <br />" <br /> <br />,. . <br /> <br />..l <br /> <br />Scole. 1"=20' H. f"=5' V <br /> <br />,~~ <br /> <br />Designed by. J5W <br /> <br />... ! <br /> <br />'" '" <br />... ... <br />I/) II> <br /> <br />Drown by. KAS <br />Checked by. WSl <br /> <br />Dale. MAR. 1984 <br /> <br />7860 <br /> <br />. . <br />c ; , .L ~ I I <br />. ... +_~.:.L_-=Ll~t:+_5Cll.:.,__-L <br />t 0 eVlSlon ale y <br />I <br />, . . . 1 <br />, 'I !. L <br />_ J_~. ._._ _":_,__~l".~___l_~_.__,+.~._. _~".:.._..:. !-_.._._,,_' , <br /> <br />P-4 <br /> <br />PrOlecl No. CO-TO-02 <br /> <br />a<.".Q n nn. <br />iii],) U CJ <br />siMONs, Ii & AssociATES. j,,",C <br />lurn colli,,,, dll \E';"L UUWI Rc 1 L('>(),'; <br /> <br />17+00 <br /> <br />17+50 <br /> <br />18+00 <br /> <br />J <br />