Laserfiche WebLink
<br />I <br />~--------------------- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />--+- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I -- <br /> <br />I <br />, <br />24-:..------>-'-<----------------- ---------This portion of siphon represented by Section c-c -Length= /35 <br />I <br /> <br />+ ,- -- <br /> <br />, <br />I ______________ I ___ _ th- <br />/50'i:'-------------------------n----- '7 Leng- <br />I <br />I <br />I <br />I <br />I <br /> <br />-------------This portion of siphon represented by See/'ion B-B" Length= <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I", <br /> <br />I <br /> <br />C,>- <br /> <br />B,>- <br /> <br />I <br /> <br />,Existing conc4ete cap <br />\ <br />\ , <br /> <br />~:__ ~~'" "'~~'-~'7~~"""~"',- ; <br />\- ",'\.. '-', '. '\.', ~ I <br />" ". ".... " "- <br />'{" " " "', ,'......',' ',." '-,' ' <br />t'- ......'" ,.,,:......"~ <br />' ~ " " " " " '''" ' <br />" ""-. . '.."....." '. '" ,-" '-.. '-. " ,," <br />~~. ~-;---~~>:':'......" ' <br />~~ ',<" '>~~~~<~ <br />:::..................<......~'......~'" '. ">,<~<<, <br />.~~"~~- --', , '. ' <br />,~,,""'," " <br /> <br />-- <br /> <br /> <br />-- <br /> <br />11 <br />I <br />I <br />~---'2' Inside Dia, <br />I <br />I <br />I <br />I <br />I <br />.J <br /> <br />f" LO W <br />>- <br /> <br />~ <br />A <br /> <br />FORT LYON <br />S TORAG E CANAL <br />FLOW <br /> <br />- -- - - -- - - - - - - --~- - - -- -- -- ---- ---- -- -- ---- ---- <br />----------------------------------------~------- <br />FLO W I <br />>- I 'I'd D' <br />~--8 nSI e 10. <br />I /- <br />: I <br />v I ___________________ <br />--- --------- - - ---- -- ---- -----___ __ __ __ __ _...l..- ________ __ __ ____ __ ___ _ _ _ __ __ ____ <br /> <br />~ <br /> <br />I <br />-,- - --- ---:>* <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /><- <br /> <br />---l <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />---- <br /> <br /> <br />. <br /> <br />I <br />___L-______ <br />I <br />I <br />I <br /> <br />- - --------- ---- -------- -- ----------- --- <br /> <br />-",' <br /> <br />1 <br /> <br /> <br />-...-'---- <br /> <br />, <br />. <br />\ <br />B L~, I cL- <br />I P LAN <br /> \ <br /> 5 0 5 10 15 20 25 FEE T <br /> I I I I I I I I I <br /> SCALE <br /> <br />P,' ~, <br />u .....'-.. l' <br /> <br /> <br />- <br /> <br />Jit <br /> <br />... <br /> <br />- <br /> <br />- <br /> <br />:0: <br /> <br /> <br />. <br /> <br />0, <br />,",- <br />...: <br /> <br />+1 <br /> <br />, <br /> <br />co <br /> <br />('Existing ,:oncrete cap <br />I <br /> <br />'i <br /> <br />--- <br />--- <br />-- <br /> <br />---- <br />-- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />--- <br /> <br /> <br />"".o:~ <br />~"...,. <br />..0., <br /> <br />r <br /> <br />,1._- <br /> <br />.,..CI: <br /> <br />;." :.",:0:' .'. ..". '. '. .':0", ...... .....0....." :..:.:0-: <br /> <br />,._.. .". "..' .... ..~; . .... .._ ..... "': '. '.' .','0..' '.':.' ......: . ..... __'.',.. .. d..... .....:0: .. .'. .... :0.' ......... :0,':. .... '0'. ._._.... .:0:....: .... ..:.a......".. :.':Q.' <br /> <br />." ':.o;J.' <br />:....0:. '.'.. ...... .:0...: ............. .'u.: '........L::J.-... ....... ..:0..... <br /> <br />. ..: : : t:> <br /> <br /> <br /><:)'. ....... 0'.' <br /> <br />9.' .........0.,.:...._.."'.. <br /> <br />'. '..0 : '. . ~. . <br /> <br /><J.. .......,.0... ..-......Q: <br /> <br />- <br /> <br />.': :.' '..~: . -; . . '.... ~. : ....c::..... .. _':.'.' .'. . Qr.. .- _'. . ..... ': :... ...:p'. .:.' .... co '_' : _' ..... '. '. '. -: : .: ...'. .. '. '</1. '. .:.. .".:0 :. <br />~' " : <br />I I ...." <br />~-"'8' Inside Dia, :r '-/2' Inside Dia, <br />I I <br />: I <br /> <br />_' :..".0.. .'. '.':.. : . ...... (j ',.... <br /> <br />'. ...0.... ,'. ';"..~.'. .-,': (j: ......,;.:. :..... ~.- ..:. '. "'''.0:' :.' .- " <br />- - ",. <br /> <br />.': :~.":' :'.:->>'.<1.'.: .:- :':'~': ~.~.':'__':." ~:: ::;;..:...:~::. :....<.:-~~~..:<.~~....:: :...~..... <:..:':'~.:. :'~,"~':.~'.":' :':_'. .<0:.:....::..7.: c):' :'. :;.:,'.. ~.;:':'. <.:-:-'.~...'.::':' ',--:<J:.:. ~'.. ~.. :'.: :'..'-:d .'.~'.. ...: 0-.'; ..... '<1. :::;...;...;..... ~:.. ::. :'.: ~.....: .~~.....,.~~...:.'.". :,<:0':' :-~..:. ....... :.'~ :..:.. <br /> <br />..' ft.... <br /> <br />Existing concrete cap <br />( /2 'x 24-') - - - - '\ <br /> <br />,-Estimated regions of deteripration <br />I I' " <br />: Depths from 0 to /2 <br />I <br /> <br />SECTION <br /> <br />A -A <br /> <br />Stream flow <br />>- <br /> <br />(Estimated regions of deterioration <br />" " <br />: Depths from 0 to /8 <br />, <br />---- ---- - - ----------7\- <br />I <br />I <br />,+' <br />'\t- <br />I <br />I <br /> <br />,-New concrete cap <br />I <br />, <br /> <br />Stream flow <br />> <br /> <br /> <br />Stream flow> <br /> <br /> <br /> <br />I <br /> <br />----~- i, <br />~_"2' t'O 3 <br />I <br /> <br /> <br />Riprap placed as <br />necessary for <br />scour protection <br /> <br />-Estimated regions of deterioration <br />1 II II <br />" Depths from 0 to 6 <br />, <br />I <br />\ .V[ <br /> <br />;gf1/~'I//8//~ <br /> <br />'fS <br />,1 <br />~ <br />.Q <br /> <br />~ <br /> <br />,.Ne w concrete cap <br />I <br />I <br /> <br />'-..:::1/IB/J::::."II/@I/A:,........ <br /> <br />~\Y/I/::l11~7///al/J::W//~IIII~-- <br /> <br />~1I!k,V//I3'//~ <br /> <br />a <br />..... <br /> <br />/ <br />/ <br />/ <br />, / <br />, / <br />J)l, _ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br /> <br />, <br /> <br />/ <br />/ <br />. i /~// <br />-- ~.(--- <br />/, <br />/,,/ I <br />/ <br /> <br />/ <br />/ <br />/ <br /> <br />j / <br />, / <br /> <br />/ ,,':,- <br /> <br /> <br />, <br />I <br /> <br />~ <br /> <br /> <br /> <br /><:) <br /> <br /><:) <br /> <br />~ <br /> <br />, <br />I <br />I , , <br />I ,- 4- to 5 <br />~' <br />(es timated) <br />I <br />I <br /> <br /> <br />--- <br /> <br />" <br /> <br />, <br /> <br />, I <br /><:) <br /> <br />.Q <br /><:) <br /> <br /> <br />...' <br /> <br />I <br /> <br />~ <br />I <br />I <br />I <br /> <br />-- <br /> <br />SECTION C - C <br /> <br />SECTION C-C <br />SHOWING PROPOSEO IMPROVEMENTS <br /> <br />SECTION B-B <br /> <br />I <br />I <br /> <br /> <br /> <br />I <br />I <br />I <br />. <br /> <br /> <br />, <br /> <br />r <br /> <br />.' <br />:. <br /> <br />805"7 A <br /> <br />y <br />I <br /> <br />FORT LYON <br />STORAGE CANAL <br /> <br />FL OW <br />>- <br /> <br />1 <br />A <br /> <br />,. <br /> <br />/ <br /> <br />,. <br /> <br />-, <br /> <br />--.r-/ <br /> <br />-'~-"" <br /> <br /> <br /> <br />I <br /> <br />7 <br />{I <br />/' <br /> <br />~-:::--'--- - - --, <br />~~-----=~ ----- <br />~~~ -- .----- <br />'~~ ~~'= -,--',~~-- <br /> <br /> <br />"...... ::---::. ',:----." ------- -- <br /> <br />",,'-----"~...........', '~- <br />. ~........ ................... <br />" " -....., ............-..~ <br /> <br />I <br /> <br />r <br /> <br />- <br />-- <br />-- - <br />0__- __- <br />--- <br /> <br />---:;;r"'"--.............. <br />~ ;... <br />/ ~ <br /> <br />" <br />.'.'. <br /> <br />:' ~: <br /> <br /> <br />C;C,:'",=, ,.' ,'. ",,""'.,~' ." . ':~o. ': ",,'F~;:-'; ;;;,:;;:,,;::-F;:;:;;; 7~'~"'-cic'C:-> ." <br /> <br />'.' :~:.:.:.'" :.'0:. ::'::'~':.,..:::.~.~:,:: ':.::~.....~.~'~ <br /> <br />-- ' <br />_- I <br />i <br />, <br /> <br />Sedimen t retarding fence placf:!d on <br />upstream side of posts" ,j, 'd lOt ,10 <br />" , ExcaVate 10 pFOVI e oe-Jn <br />"-,',,, " for sediment retarding Fence <br />/2 :!:-..:>.~ I <br /> <br /> <br />I <br />I I <br />, ' <br />:<-- ------------20 :t: -- -- ---- -------~ <br />I <br /> <br />- <br /> <br />Proposed Work: <br />Repair of deteriorated concrete on ~ach barrel <br />Stabilization of creek bed and protectiOn against scour <br /> <br />COLORADO WATER CONSEfNATIUN WAIlP <br />721 STATE CENTENNIAL SLOG. <br />1313 SHERMAN ST. <br />DENVER, CO 80203 ." <br /> <br />FIGURE II <br /> <br />THE FORT LYON CANAL COMPANY <br />TIPTON AND KALMBACH, INC. -ENGINEERS <br /> <br />STUDY <br />SIPHON <br /> <br />FEASIBiliTY <br />HORSE CREEK <br /> <br />MAY 1983 <br />