Laserfiche WebLink
<br />b <br />..!- <br /> <br />, ' <br />o 0 <br />~ I - I <br />'" 2 <br /> <br />'0 <br />, <br />- <br /> <br />x <br />'" <br />::E <br /> <br />x- <br />"'. <br />::E- <br />o <ll <br />'0. <br />001 <br />- .- <br />-'co <br />0" <br />...,,: <br />z -co <br />z. - <br />::E ::E'" <br />=... _ II <br />:!' .0 ,... <br />,:> o. <br />N .,.~ <br />o on:!: <br />-,... 1-1 <br />"'..J <br />"'''' <br />a: 3: <br />"'~ <br />> <br /> <br />'", <br />,:> <br />'" <br />, <br />-", <br /> <br />o <br />... <br /> <br />Ul <br />"' <br />a: <br />~ <br /> <br />"b; <br />'.,. <br />-..... <br />on <br />-1.. <br /> <br />6'-0" <br /> <br />II.d' <br /> <br />4'-011 <br /> <br />11/2' <br /> <br />. <br />z <br />'~I <br /> <br />. <br /> <br />'", <br />-..... <br />'" <br /> <br />\ <br /> <br />LIFTING <br />HOOK <br />4 TYP. <br />SEE DET. <br /> <br />'0 <br />, <br />on <br /> <br />SEE KEY <br />DETAIL <br /> <br />FLOW <br />~ <br /> <br />'0 <br />, <br />'", <br /> <br />'", <br />-" <br />'" <br /> <br />- <br /> <br />..I <br />::E <br />CD <br /> <br />" <br />I'.d' 11/2 <br /> <br />;~ <br /> <br />I '" <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />SEE KEY <br />DETAIL <br /> <br />_: ;.:r~ <br /> <br />TYPICAL PRECAST PANEL <br /> <br />3/~' = 11_0" <br /> <br />'", <br />-..... <br />'" <br /> <br />I" ~ <br />I}ilt <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 />11 <br />I <br />I <br />I <br />I <br />I <br /> <br />6'-011 <br /> <br />r <br /> <br />I " <br /> <br />rtf' <br />V' \ <br /> <br />"'6 OR "s @ 12" <br /> <br />"6 OR "s @ 12" <br /> <br />'", <br /> <br />==4 <br /> <br />3/S' = 11_0" <br /> <br />TYPICAL SIDE VIEW <br /> <br />4' <br />TRANSITION <br /> <br />/ <br /> <br />20' <br /> <br />u.. <br /> <br />4' <br />TRANSITION <br /> <br />MAINTENANCE ACCESS DETAIL <br />NO SCALE <br /> <br />x <br />'" <br />::E <br />'~ <br />,:> <br />'" <br />o <br />'", <br /> <br />~ <br />:Z <br />::E <br />'", <br />,:::. <br />'" <br />, <br /> <br />. <br /> <br />'0 <br /> <br />a: <br />o <br />'0 <br />, <br />'", <br /> <br />, <br />Ul <br />"' <br />tt' <br />~ <br /> <br />0", <br />-..... <br /> <br />- <br />-' <br /> <br />=co :: co <br />to...... f()~ <br />-..!,. -' <br /> <br />\ <br /> <br />51-0" <br /> <br />6" <br /> <br />SYMM. ASOUT <br /> <br />. <br /> <br />r-:1 <br /> <br />_2-"4 <br />~ <br /> <br />~?j <br /> <br />, <br /> <br />. <br />___9' HIGH WALL <br /> <br />. <br /> <br />"4@9" <br /> <br />IlJ <br />I-iT <br /> <br />"S@ 12" <br /> <br />. <br /> <br />, . <br /> <br />'fi'S@I2." <br /> <br />-#4@IS" <br /> <br />. <br /> <br />11', <br />211 CL.tf- . <br /> <br />" <br /> <br />3"CL <br /> <br />"4 @ 9'~ 3/4' R~"'.JiJ'.~ .t. .. <br />rn. ~:; <br />. ~.~~.,. .:-:.:.... <br />.' . ...... .' <br />.-..' ,\~., ~ <br />- .. ".' . '. . "" II <br />,:,:"..:-,- .... 1'':'rl - 4@IS <br />. r~' <br />\)-: <br />o. <br />TIMSER- SEE NOTE <br /> <br />CD <br />, <br />-on <br /> <br />~~ <br />'" <br /> <br />'-'I: <br />~ <br />'" <br />, <br /> <br />x <br />'" <br />::E <br />'", <br />........ <br />'" <br />, <br />'a> <br /> <br />o <br />... <br />z <br />::E <br />-", <br />,:> <br />'" <br />, <br />... <br />I <br />Ul <br />"' <br />a: <br />'" <br />> <br /> <br />NOTE' PRECAST CQNTRACTOR TO <br />PROVIDE 2'10",10.6' TIMSERS <br />BEVELED AS SHOWN FOR EACH <br />SECTION FOR SHIPPING OR <br />STORAGE. <br /> <br />6'.0" <br /> <br />9' a II' WALL PANELS <br /> <br />1/211 = II_all <br /> <br />FLOOR OR <br />INSIDE FACE \ <br />OF WALLS \ <br /> <br />III II <br /> <br />itl/" <br />. <br /> <br />'S!!~I :,.'," <br />pc) . . ~ ,. ~ <br />r-- . .... 4 ~ . <br />=N . . <br />..... ." ." .' <br />- . <br /> <br />, <br /> <br /> <br /> <br />v ". " .." f' , <br />CONTROL~ALK I ~ ~~~il~~ :WFo~ ~ \ WAL~ <br />JOINT~ /.:::'_:: _ _ ~\;n \. <br />~~ \ ~~CONTROL J~ <br />/ <br /> <br />FLOW <br /> <br />~ <br /> <br />: v. . <br />./ .... . <br /> <br />. <br />. . <br />'. <br /> <br />. . <br />.' <br /> <br />. '. <br /> <br />., '. <br /> <br />- . <br />. ~ 4 ", <br />. . . .... <br /> <br />, <br /> <br />. <br />. .' <br /> <br />.. . p <br /> <br />. . <br /> <br />, <br /> <br />" <br /> <br />r <br /> <br />. <br /> <br />'. . <br />r , <br />-. . . . . ..' <br /> <br />'r . <br /> <br />p <br /> <br />'. <br /> <br />. " <br /> <br />. " <br /> <br />KEY DETAIL <br /> <br />11/21:: 1'_0" <br /> <br />4. . . <br /> <br />.. <br /> <br />" <br /> <br />4;', <br /> <br />'-. . ~ <br /> <br />. <br />. <br /> <br />. . <br /> <br />. <br />6'.7 l/i' - -11- 6" <br /> <br />r 12 T <br /> <br />~~C:'.:"~'..." ....... 0:11, :'.' '1.1' " <br />~ ~.. '... .', 'SI '~.,".'. <br />:. " .... -. . . - : ..' 2.-' ......:. <br />.., . <br /> <br />'1 <br /> <br />.' . <br /> <br />..._ '.w .'!' .,l1li <br /> <br />lllJ.. <br /> <br />1/ <br />.~ <br />"4 @ 6" <br /> <br />. <br /> <br />SECTION A-A <br />NO SCALE <br /> <br />6" TO 911 STONE <br />SUSGRADE <br /> <br />.~ <br />a> <br /> <br />. <br /> <br />'<:, <br />-..... <br /> <br />=!p =m <br />rt)...... rt)...... <br />- 0 <br />-.!,. ...!.. <br /> <br />co <br />-' <br />... <br />a: <br />o <br />'0 <br />.' <br />CD <br />'0 <br />, <br />-., <br /> <br />. <br /> <br />z <br />,. <br />, <br />'" <br /> <br />+ <br /> <br />ci <br />d <br />w <br />0- <br />0: <br /> <br />5'.011 <br /> <br />71/ II <br /> <br />~ SYMM. ABOUT <br /> <br />~ <br /> <br />_~ HIGH WALL <br /> <br />5' HIGH WALL <br /> <br />"'4@9" <br /> <br />'!ftI6@12" <br /> <br />J.\ <br />Jr. <br />2"CL .... <br />, .3"CL. <br /> <br />_#6@ 12" <br /> <br />#4@18" <br /> <br />3 II . .' <br />#4@9" 14 R.~. ~ <br />" '\. .. <br />,~ ",~..;tl <br />~ ..,1'. ~~..;.- <br />.' ..'......~ <br />'. ..' ..i1 . <br />...~.. . " I *4@IS" <br />'..' . u':CL.: <br />-=--i1;. -7 <br /> <br />TlMSER - SEE NOTE <br /> <br />61_0" <br /> <br />5', 6' a 7'.6" WALL PANELS <br /> <br />'/i.1 = 11- a" <br /> <br />. <br /> <br />6" <br /> <br />I;-J <br /> <br />. <br />4,7 WIRE STRAND ( 1/2" DIA.) <br />(270 KII,) WITH TS 1.,?6 0.0. <br />..140.9 BENT TO 6 RAD. <br /> <br /><D <br /> <br />:.. ""//'" ':'v.o:' '., <br />. . .'. ,. ~ "~", <br />. '. /- co... . .' <br />. t-.: '. <br />.' '. ./. ", '- '.,'. '.' <br />. '. ./. .. . . <br />'. . / . '0 -.. ,'. . ' : <br />.. '. (\, :. ~ \ . . . .. <br />.' '. /, '. . \ . . : <br />'. . ,. .' .' . . 4 . <br />~. . . <br /> <br />.... <br /> <br />. <br />'Z - . <br /> <br />. <br />. " <br />~ <br /> <br />. .; . . <br /> <br />LIFTING HOOK DETAIL <br />NO SCALE <br /> <br />" <br />PIPE D.O. + 12 MIN. <br /> <br />6" <br />MIN. <br /> <br />6" <br />MIN. <br /> <br />_ z <br />CD- <br />::E <br /> <br />-. ..' .... ". ~ .:' <br />'00:' " ~. ':. ~ . I;' <br />, ' . , <br />. ". <br />.... .. ., <br />. UNDISTURSED <br />.:.;: .";;' ~.,: ~': ,_EARTH -TY? <br />2:. .. ... '.' ~ <br />1; c..... ~ ~ ~,i.~:.: ~ <br /> <br />z <br />CD';; <br /> <br />. , <br /> <br />~. , . ". <br />l" . . t:' <br />,'. , <br /> <br />.f -'.- . \Ill. <br />" ~'. -, . <br /> <br />NOTE' FOR WATER a SEWER ENCASEMENTS <br /> <br />PIPE ENCASEMENT DETAIL <br />NO SCALE <br /> <br />'", <br />, <br />'", <br /> <br />'CO <br />on..... <br />'" <br />'.,. <br />:i- <br />on <br />, <br /> <br />No. <br /> <br />3891 <br /> <br />SEE DETAILS <br />FOR REINF\ <br /> <br />WATERPROOF <br />ELASTOMERIC <br />/ SEALANT <br /> <br />:.~......:..:~.~ <br />,.' ..~", . . w <br />",.. .' .j." '. ir <br />1\... . .. . . '" <br />. ,~, '.,: > <br />.' '. . . . . I <br /> <br />'\ 3 " <br />Is PRE MOLDED <br />ASPHALTIC FILLER <br /> <br />"- <br /> <br />.' . .' <br />(j...... '.Q <br />. . . . <br /> <br />. <br />. <br /> <br />'. l;l". .' 01; <br /> <br />#,;j;~#ft ~~ <br /> <br />TRANSVERSE EXPANSION JOINT <br />TYp. FOR FLUME WALLS e. SLAB <br />CAST IN PLACE NO SCALE <br /> <br />SEE DETAILS <br />FOR REI~ <br /> <br />15/81 <br /> <br />/: .... ":i' '.'. . <br />. . . <br />.. '" .' . . '. . <br />." . . -.,'. . . '. <br />- -' . - .. . ~ <br />. '. , <br /> <br />, <br /> <br />~.r:: <br />.r:: <br />,.. <br />0' <br /> <br />a: <br />~ <br />, <br />... <br /> <br />. . ~. <br /> <br />TRANSVERSE CONSTRUCTION JOINT <br /> <br />CAST IN PLACE <br /> <br />NO SCALE <br /> <br />, a: <br />"'w <br />- ......J <br />Oa: <br />~ <r;t, <br />='12" t;;:= <br /> <br />WALL <br /> <br />.; ,'V <br />.. <br /> <br />.'':;: -------11%" <br />.~ <br /> <br />\ .... <br /> <br />SEE DETAILS ---' .... ....':' .., .. <br />FOR REINF. .. . ., '. <br /> <br />SLAB <br /> <br />I" <br />3 12 <br /> <br />LONGITUDINAL CONSTRUCTION JOINT <br /> <br />CAST IN PLACE <br /> <br />NO SCALE <br /> <br />_ PRELIMINARY <br />NOT FOR CONSTRUCTION <br /> <br />PHASE I <br /> <br />CITY OF OURAY, CO. <br />DEBRIS AND FLOOD CONTROL IMPROVEMENTS <br /> <br />PORTLAND CREEK <br />DETAILS <br /> <br />DesiQned by: P L <br /> <br />Scale' AS NOTED <br /> <br />. <br /> <br />Drown by: <br />Checked by, <br /> <br />Dote: <br /> <br />MARCH 19S3 <br /> <br />DWG <br />WSL <br /> <br />Project No.' CO'TO-02 <br /> <br />klNl$lon <br /> <br />ate I 8y <br /> <br />oDfJ <br /> <br />SiMONS,li & ASSOCiATES, iNC. <br />fORT COlliNS, CHEYENNE. dENVER. TUCSON <br /> <br />P-12 <br />