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<br />7835 <br />.,'~__~._,_._" J, <br /> <br />7830. <br /> <br />7825' <br />--~'"--~ <br /> <br />~~_2!L <br /> <br />7815 <br /> <br />7810 <br /> <br />7805. <br /> <br />7800' <br /> <br />7795 <br /> <br />7790 <br />...-,_.- ^ <br /> <br />f-- <br /> <br />---.+.- <br />, . <br /> <br />~!--r <br /> <br />. . <br /> <br />^ <br /> <br />- <br /> <br />+ H 500,500 <br /> <br /> <br />o <br />o <br />.... <br />c <br />... <br />... <br />\.: <br />III <br /> <br />\ <br />, <br />~ ------+- - - ~ - <br />\ <br />\ <br />i <br /> <br />'\ <br />\ <br />\ <br />I <br />I, <br />I <br />\ <br />, <br /> <br />~.. - T <br /> <br />\ <br />\ <br />, <br />\ <br />i <br />I <br /> <br />\ <br /> <br />. <br /> <br />S 81030'13" E <br /> <br />\ <br /> <br />, <br />, <br /> <br />o <br />ltl <br />ltl <br /> <br />. <br />>- <br />~ <br />~ <br />(/) <br />~ <br /> <br />.-----+----- <br /> <br />t p---+----t. <br />. ..-t ~------- <br />~ ~,..- <br /> <br />.. ---" _. . <br />..~. <br />,/ . <br />-~ <br /> <br />., <br /> <br />-- <br />----, <br /> <br />~-- <br /> <br />L <br /> <br />9+00 <br /> <br />.----/ <br /> <br />.-+- ~.- --t 1- t <br />.iT .::t.... .. <br /> <br />, <br /> <br />-.-" . <br /> <br />~/ <br />.-. .'~/ <br /> <br />.~ <br />~ <br /> <br />, . <br />, <br /> <br /><. <br /> <br />r <br />_~__~,1__.__.L>.._ <br /> <br />*- . r <br />._~_._;.- <br /> <br />9+50 <br /> <br />I <br />I <br /> <br />r----l <br /> <br />POINT "0" <br /> <br />-==.:::b-= <br />, <br /> <br />----. <br /> <br />I <br />I <br /> <br />\ <br /> <br />I <br />, <br />, <br />I <br />I <br />\ <br />l <br /> <br />( <br />, <br /> <br />, <br /> <br />t <br />I <br />,_--I...~. <br /> <br />10+00 <br /> <br />.- . <br />en <br />CX) <br />. <br />'<t <br />o <br />CX) <br />... <br />....I <br />I.LI <br /> <br />~l <br />(/)1 <br />~I <br />0. <br />z <br />- <br />p <br /> <br />CONTRACTOR TO FROTECT <br />EXISTING STRUCTURE <br /> <br />\\ <br />\ <br />I~\ <br />\1,\ <br />- '\ <br /> <br />~ R' ,~\ <br />,. NGINEEI} U\ <br /> <br />L_---I I, ' <br />-/",.,., ,~\ I <br /> <br />r <br /> <br />I <br />I <br />I <br /> <br />REMOV,E WALLS A <br />.,,~ AS 01 <br />-- <br /> <br />.Jr <br /> <br />--- <br /> <br />N <br /> <br />.. <br />.. <br />'" <br />.. <br />+ <br />.., <br />GUARDRAILS TO BE REMOVED ~ <br />.AND REPlACED AS DIRECTED BY": <br />THE ENGINEER (TYP.4 PLACES) :;; <br /> <br />RECONSTRUCT CONCRETE SIDEWALK <br />AS REQUIRED (TYP) <br /> <br />~I - <br />~ <br />' REMOVE, MODIFY AND <br />REPLACE BRIDGE <br />\ SEE DETAIL 3, SHEET P-6 <br /> <br />\, <br /> <br /> <br />\ <br />\ <br />I <br /> <br />_ --- SCALE; 1":::.20' <br /> <br />\ <br /> <br />CONTRACTOR TO PROTECT ALL mEES <br />NOT WITHIN PERMENANT MA!NTENANCE <br />EASEMENT <br /> <br />I <br /> <br />, <br /> <br />If\ <br />~ <br />c,?"( \(~ <br />I ~I ~:>} <br />"" I' ~ <br />- "l. - -k,0: ) \ <br />---i ~J-) v;! '1\ \ <br /> <br />. ~ ,10' WIDE' CONCR'ETE' FLUME \ \\ \' <br />~.==- ='0" <br />SEE DETAIL 1, SHEET P-6 ~...-:r <br /> <br />\ <br />I <br /> <br />I>- <br /> <br /><;y"7., <br />r----v~rv'"'0 1> <br />L-----J ~ ( <'/ ~ <br />"\ ~ I- <br />'~lFu'S I rG~ <br />I z ~ ~ <br />~~..rs' <br />f0(\)h ';?, <br />.p.~..- . (,?HCi-":> \ 1 <br />'< '1 E ? ;; <br /> <br />FOI!'!T "E" <br /> <br />-t-J <br /> <br />-- ~i- <br /> <br />, <br /> <br />.. .SUf!YJ;UJN_~ <br /> <br />r-~- <br /> <br />~= ..=-- <br />~1~" <br />. -'. .... . <br /> <br />- ------:--~ <br /> <br />S 82"05'27~ <br /> <br />. <br /> <br />.- <br /> <br />. .11+ io- <br />. , <br />I <br /> <br />. .. <br /> <br />---- \\ <br /> <br />- '1- - ~\\_.- - --1 ' <br /> <br />~ ~ CONTRACTOR TO PROTEC~\' I, \ <br />lI) lI) UTILITY POLE AND I <br /> <br /> <br /> <br /> <br />1\ <br /> <br />\ 'i <br /> <br />\ \ <br /> <br />. <br /> <br />- <br />10 50 <br /> <br />~ <br /> <br />. <br /> <br />11t 0 . <br />. <br /> <br />. <br /> <br />. <br /> <br />1=11 <br />wi <br />(/). <br />e:( <br />:x: <br />0. __- <br />Z <br />- <br />Cl <br />w <br />CO <br />o <br />N <br />. <br />CO) <br />N \ <br />+ <br />o <br />,.. <br /> <br />- <br /> <br />o <br />o <br />"'. <br /> <br />.. <br />.. <br />.... <br />~ <br /> <br />\ <br />~ ~j <br /> <br />I <br />\ <br />\ <br /> <br />III <br />, <br />, <br />, <br />'V <br />\ <br />, <br /> <br />H 500,300 <br /> <br />I <br />I <br /> <br />i <br /> <br />I <br />1 <br /> <br />t <br />, <br />, <br /> <br />. <br /> <br />... <br />vi <br />t_ '" <br />'" .. <br />+ ..... <br />-..I <br />",:1lJ <br />.. , <br />I- "- <br />.-'/1 al. <br /> <br />, <br />I <br />. <br /> <br /> <br />NOlE: ABUTMENT, WALLS <br />HIGHER TitAN 2' TO <br />BE SLOPED AT 3: 1 <br />'-TO'l.IEET FlOME <br />WALL <br /> <br />PROVIDE E~PANSIOIf JOINt <br />AT BEC!NNJNG or NEW <br />. / CONSTRUCTION SElf DETAIL <br />/. .. <br />)' <br />I <br />/ <br />/ <br />/ <br />/ <br /> <br />.:.-- <br /> <br />EXIS!lNGfLOWUNa <br /> <br />;-'- <br /> <br />16' <br /> <br />, <br /> <br />'-::;-- --.-- <br />'t.. . <br /> <br />. <br /> <br />.. <br />.... .. <br /> <br />. .'. <br /> <br />. <br /> <br />'" \ <br /> <br />. <br /> <br />- 1:"" ~1VX';:;';:;;....":!-'J. <br /> <br />~ c..~, "'" <br />'. ~'vVj;..-'''v:V<l\..-V-~ <br />, . <br />I 1 <br />, , <br />. , <br />I <br /> <br />. po: <br />I/' .db <br />~/ I I Jb== <br />"/ \ \ <br />\ \ <br />\ \ <br />\ \ <br />I \ <br />I \ <br />\ I <br /> <br />r <br /> <br />\ <br /> <br />u::.;;?~~~-,n <br />t.v"l..f"{;~~'V"V,:,)- <br /> <br />o <br />+ <br />.. <br />~ <br /> <br />~~'" <br />\\ <br />I <br />I <br />, <br /> <br />\ <br />~, <br /> <br />.. <br />l- <br />ll) <br /> <br />REMOVE, MODIFY AND <br />REPLACE FOOTBRIDGE <br />SEE DETAIL 4, SHEET P-6 <br /> <br />\ <br />l_-------~, <br /> <br />~ <br />+ <br />.., <br />~ <br /> <br /><(.".',.,. <br /> <br />loI'c/ <br /> <br /> <br />~ I, _ _~,- _ ~ 500,300 <br /> <br />~ \ I <br />.. 0 <br />~ 0 <br />o <br />.; <br /> <br />CONTRACTOR TO PROTECT ~ <br />EXISTING STRUCTURE -- <br /> <br />..; <br />t- <br />lI) <br /> <br />~ ~~ <br />\~ ~ \\ <br />,... <C lI) <br />'C/l <br /> <br />,EXISTING C9NCRETE FLUME TO BE <br />REMOVED (TYP) <br /> <br />.,: <br /> <br />t- <br /> <br /> <br /> <br />NO WORK SHAll COMM:NCIg_~"._- /.///~ <br />BETWEEN STA 104-23 AND 11+40' <br />PRIOR TO OCT. 5 1987 <br />, , - , - . - .' <br /> <br />4593 <br /> <br />CURVE 1 <br /> <br />R=500' <br />!::. = 5017'21" <br />L=46.16' <br />T=23.09' <br /> <br />o <br />.. <br /> <br />~ <br />0> <br />+ <br />... <br />~ <br /> <br />u <br />a. <br /> <br />'" <br />... <br />C/l <br />.... <br />a. <br /> <br />.. <br />~ <br /> <br />+ <br /> <br />.. <br />'" <br />+ <br />.., <br />~ <br /> <br />\ <br /> <br />.. I RECONSTRUCT CONCRETE SIDEWALK <br /> <br /> <br /> <br /> <br /> <br />a: \ ~ ~ <br />~ {~ vj c-I <br />~ J n 0 <br />o 039' 44'., E /J '" ~ <br />, .. S 81 - I 'i: u'" REMOVE FENCE AS NECESSARY AND REPLACE <br />I, II \\~_ -IT =_ -=u' J 1\ ~~ AS DmECTED BY THE ENGINEER <br /> <br />. . c.---- 14~ .f <br />13t5?U i1.\\.. ,...... -' . . w <br /> <br />.' \ \11\1 .' .' ... = <br /> <br /> <br />-,~, \I "\ """-~ ~ (~ ~ <br />/ :,~ ~ I II \~~ <br /> <br />~ INSTALL 2-30' \ \ ' '" <br />\ \ I.ENGTHSU" PYC\ ~ <br />I \ WITH PUSH-ON \ <br />I CAPS FOR FUTURE <br />\ \ ' UTILITIES \ I REMOVE, MODIFY AND <br />REPlACE FOOTBRIDGE <br />- ~-l\, \ \ SEE DETAIL 4, SHEET 1'>-6 <br /> <br /> <br /><'1\ II <br />~ \ <br /> <br /> <br />\ <br /> <br />\ <br /> <br />1\ <br />~\ <br /> <br />\- <br />(/) <br />~ <br />\- <br /><t <br /> <br />EXISTING WATER LINE LOCATION TO BE <br />DETERMINED BY THE CONT'RACTOR <br /> <br />NOTE: <br /> <br />PEMOVE, MODIFY AND REPLACE BRIDGE <br />SEE DETAIL 3, SHEET P-6 <br /> <br />'1 <br /> <br />.......-........".....-.....--..-...-. .-....-.....-......--1-......---..-.--...."-....-........------..... ---... ----.-----...-l"---.:----r---..-...;"-- <br /> <br /> <br />o <br />... <br />.; <br />'" .. <br />'" <D <br />+ .. <br /> <br />315./r.. 7~....wP.LL <br />NOTE: B.F, DESIGNATES TOP OF BRIDGE FOU/lDATlON <br /> <br />7860 <br /> <br /> <br /> <br />~ . <br />~... <br />w <br />.,: . <br />'.... ~ <br />.f/) .. <br /> <br />.. III <br />'" <br />o <br /> <br />o <br /><D <br />.; <br />0>.... <br />M~ <br />+'.. H <br />.., . <br />oJ <br />~... <br />ci' " <br />....'~ <br />f/)Ol <br /> <br />785.0.. <br /> <br />, , <br />. EX~T1NG TOP Of_WALL . <br /> <br />- <br />.., <br />- <br /> <br />7820 <br /> <br />... <br />t- <br />O'> <br />~ <br /> <br />STA.,,12+20 _ <br />UP.\NSICN ~OINT <br /> <br />TOP OF FOOTBRIDGE 7841.60 <br />7840 .J <br /> <br />BOTTOM OF WALL' <br />ROPOSED FLOWLINE <br /> <br />'''" STA. 11 + 20 <br />\ EXPANSIOIt JOINT <br />., <br />'\ <br />FLUME BOTTOM <br /> <br />REMOVE 7",5~REiNFORCED CONCRETJ; <br />fRANsmON REPLACE WITH NEW FLVME <br /> <br />e:( <br />\- <br />C/l <br /> <br />,PROFltE SC.l\LE <br />VERTICAL 1'lc 5' <br />HO~lZONTAL 1.~ 20' <br /> <br />, <br />i <br /> <br />I <br />.L <br /> <br />j. i <br />.. ._m....__'._"_"..........'~._.......__,, _,,_, 'P'___'_~ ,._, ,_ '_"'_ <br /> <br />, t <br />".. _.>",..~_....,_._....L.._..~ <br /> <br />, f ~ ~ " - r <br />_L._..Ll~_~J~___L__TI!.~Q_ l__i <br />12+00 12+50 <br /> <br />t <br />f <br />I <br />I <br />1 <br />L <br /> <br />eVISlon <br /> <br />10+50 <br /> <br />11 +00 <br /> <br />11 +50 <br /> <br />13+00 <br /> <br />7810 <br /> <br />_7,~09. p <br /> <br />EXISTING a-WATER LINE LOCATION <br />AND El.EVATlOH TO BE DETERMINEO <br />BY CONTRACTOR PRIOR TO liE LOCATION <br /> <br />....-. j <br />.- <br />.J <br />~ . <br /> <br />63' <br /> <br />, <br /> <br />7860 <br />.t .-"~-_."-~ <br /> <br />I <br />I <br />I <br /> <br />o <br />'" '" <br />. m <br />.. .. '" <br />..01 + <br />+.. ... <br />,CW) . ..... <br />~... <br />w ... <br />o -i. Ii. ~ I <br /> <br />;~P ~F fOOTll~CE; 1 <br />1848.2 <br /> <br />1'855 <br />,."-'~ ...--~'"--_.'~- <br /> <br />N <br />o <br />+ <br />'<t <br />,...... <br /> <br />... '?~..?Q <br /> <br />. <br />e:( <br />I- <br />C/l <br />w <br />Z <br />- <br />..I <br />:x: <br />() <br />l- <br />e:( <br />~ <br /> <br /> <br />..__..L:U~~5 <br />i <br /> <br />.'V.34.Q <br /> <br />. t <br />I':'" <br /> <br />: __[2.5' M/Ii. COVER' <br /> <br />00' <br />o <br />> <br />0. <br />\.i" <br />- <br />.' <br />o <br />'" <br />o <br />'" <br />.. <br />... <br />~ <br /> <br />/) )~~.:..~.L1- _.i ....y~.--...-.:.",. ..- <br />~~.. "v, I <br />:: i 't: :- - .. j 7835 <br />< _,,,>~__~ ._ _.,;_~'_ ,._" _< _..._N_'.'__."____,,,..~. <br /> <br />o <br />> <br />... <br /> <br />, <br />d <br />I t ~,~ ^~ <br /> <br />1440 "'j:- <br /> <br />CITY OF OURAY, CO. <br />DEBRIS AND FLOOD CONTROL IMPROVEMENTS <br />PORTLAND CREEK PHASE II PLAN AND PROFILE <br />STA. 10+20 TO STA. 14+02 <br /> <br />7830 <br /> <br />,.... ~'.. <br />N <br />... <br />_I <br />o <br />'" <br />..- <br />"' <br />+ <br />~ <br />_^r, <br /> <br />.;, <br />... <br />- '" <br /> <br />... <br />I- <br /> <br />Designed by JSW <br /> <br />Scole' 1"=20' H, 1"=5' V <br /> <br />Drown by' !<AS <br />Checked by' WSL <br /> <br />Dole' MAR. 1984 <br /> <br />782,0. <br /> <br /> <br />..___.l.1~i5_(L <br /> <br />PrOjeCl No.' CO-TO-02 <br />, <br /> <br />j '" ~ <br />t t l' <br />,____._--4.~_-..____. ~_.I.._.~,. <br /> <br />Dole By <br /> <br />}J~ U :!iJ <br /> <br />Sj\10[\C" [i & 1\c,c,oci/l,TE<" iNC. <br /> <br />fORI (0111';". cllI \[ "r\;[' dr,vu,. fl;( "(j,,; <br /> <br />~~3 <br />