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<br />NOTE' This drawing il a malter p1annng <br />sheet rwpresentmg preliminary and llQnCIPtuld <br />qinesring. It shall not be used for <br />construction purpoHl. <br /> <br />'t <br /> <br /> <br />~~ <br />/ <br /> <br />~ <br /> <br />0 I <br /> ./ / <br />:[' c <br />l <br /> <br />/ <br /> <br />/// <br /> <br />/-----// <br /> <br />~...-- <br />~ <br /> <br />_/ <br /> <br />//-- <br /> <br />// <br />;]iC <br /> <br /> <br />, '1111\ <br />+ \' :\';, .,,'... 'll <br />-------- \ ... \ <br />~ r. /1 \ ,'\'(s;' '\ <br /> <br />IOOY", F';;;' _ Unit """"" ~ <br />!~ I -iif\ i <br />\ // ~<;J! <br />0~/ , , , <br />r ~?~' {(wl'I! <br />!\\'_l~,',l ,,' _, '::!t", <br />\ . """ -~ "\'.;-':~' \ <br />'" ) t ')i'--~, ',~! ,(, ' <br />\ ,'" ~"";'5\iP~a; "i\ l' i <br />< (: '~~Fi: <br />>~ .~c <br />- ~/I 1 I, fi\~ ( <br />, --, <br /> <br />--~ <br />- <br /> <br />0~--~-- <br />'\ + o- <br />J <br /> <br />( <br /> <br />-..... <br /> <br />; <br />! <br /> <br /> <br />\ <br />\ <br /> <br />STRUCTURE IMPROVEMENTS <br />LOCATION' 160th A.......... <br />Bridge <br /> <br /> BRIDGE <br /> OPENING IB75 <br /> AREA (Ft.!) <br /> LOW CHORD <br /> ELEVATION 5073.2 <br />Sto. 40+00 to StO.60+00 (Ft.) <br />Design Discherge 2!l6O'" INVERT <br />Mall. Velocity 100yr. = 8.3 fps ELEVATION 5062.3 <br /> (Ft.) <br /> NATURAL <br /> CHANNEL 5062.3 <br /> ELEVATION (Ft.) <br /> LOCATION Colorado <br /> Boulevard. <br /> TYPE OF Replace w/50' <br /> IMPROVEMENT bridqewlup!)tl'8lrn <br /> transition a <br /> dwnstmst'lInqba3ln <br /> ROADWAY <br /> ELEVATlON(FtJ 5059.0 <br /> OVER BRIDGE <br /> BRIDGE <br /> opENING 325 <br /> AREA (Ft.!) <br /> LOW CHORD <br /> ELEVATION 5056.0 <br /> (FtJ <br /> INVERT <br /> ELEVATION 5049.5 <br /> (Ft.) <br /> NATURAL <br /> CHANNEL 5051.,3 <br /> ELEVATION (Ft.) <br /> <br /> <br />.t <br /> <br />.' <br />1 <br /> <br />TYPE OF <br />IMPROVEMENT <br /> <br />l <br /> <br />l' <br /> <br />-......... /-------~ <br />-~/----.......... <br />-~-------.: <br /> <br />ROADWAY <br />ELEVATION (Ft.) <br />O\!ER BRIDGE <br /> <br />./ <br /> <br />._-~- <br /> <br />l <br /> <br />....-H- <br />\ <br />I <br />II <br />i <br />\ <br />\ <br /> <br /> <br />l <br /> <br /> <br />\ <br />.",_H \. <br /> <br />! <br />I <br /> <br />I <br /> <br />-.-, , <br /> <br />Li' \ <br />, , <br />,,"-,' --_./ <br />',,-c-- ~,~_ <br /> <br />l <br /> <br />'j>rj <br />V-'- <br />I <br />I <br /> <br />I', <br /> <br />{" <br /> <br />i <br /> <br />New Bridge ~signed to pais <br />25yr. pm nin,off without <br />roado\.ertopping., <br /> <br />/' <br /> <br />\. <br /> <br />l <br /> <br />l <br /> <br />Sto. T +00 ' <br />Desigti DiechaffOl. <br />Malr.. Velocity' J,OOy . <br />'''''" <br />': \ <br />., i C:_ <br /></;---< --'. "1'- <br /> <br />=.JI <br />4 typo <br /> <br />D\jmped Roc,k ~rGP <br />" fl' <br />I' bh ( <br />, 11',111 <br />;~I <br />!,--, <br /> <br />\ ) <br />......", , _J .- <br />~1--.' <br /> <br />l <br /> <br />10' <br /> <br />Improved Bridge <br /> <br />,'. <br /> <br />-j~ <br /> <br />Min.Road <br /> <br />~- <br /> <br />---------- <br />-- --- --_.=----~ <br />\- -- <br /> <br />EAST <br /> <br />1 lOIn <br /> <br /><~,~i~T~~~ <br />~, '}spur~~~'.:, s each Ide <br />\ ',~f b d \ . <br />i \ I:; <br /> <br />SECTION WITH SPUR DIKES <br /> <br />5 <br /> <br />_ AVE '""", <br />=:~:---:~~~, _:j/~c'-~~. ~~--~ -, ~_~-:-~3~ :-=___. ~~~.::-~~~ <br />C':J I \ V ,_ I <br />Cl 40w'point of roadwaflo be i <br />Ilocated/on rood qnd'not on <br />"",' b,dgo" ! <br />1:0~ f <br /> <br /> <br />4 <br /> <br />Typical Spur Dike <br /> <br />L__ <br /> <br />/0/ ,2 I. I <br /> <br />/ (-----~ , /"'/ ,,/// / <br />/1 / _/ ,,____' / <br />/ ~/ J / <br /> <br />Foot Poth <br />Tlrough Bridge <br /> <br />~L CHANNEL CROSS <br />160 th Avenue Bridge <br /> <br />21' <br /> <br />lBO' <br /> <br />GROUND CONTROL SURVEY <br />AERIAL PHOTOGRAPHY BY: <br />TOPOGRAPHIC MAPPING BY: <br />CONTOUR INTERVAL <br /> <br />BY: KUCERA a ASSOCIATES INC. <br />KUCERA a ASSOCIATES IHC. <br />KUCERA a ASSOCIATES INC. <br />2.' DATE fLOWN 4_24_72 <br /> <br />DESIGNED: D.T.S. 1lJ.L. DATE: 2_10_73 <br />DRAWN: LIU DATE' 2-13-73 <br />CHECKED' DT!; I(RW DATE 2-24-73 <br />REVISED' MFM DATE' 2-27-73 <br /> <br />ENGINEER' <br />WRIGHT-MCLAUGHLIN <br />- <br /> <br />FLOOD CONTROL DISTRICT <br />ADAMS and JEFFERSON COUNTIES <br /> <br />URBAN DRAINAGE <br /> <br />AND <br /> <br />CITY of WESTMINSTER <br /> <br />PRELIMINARY DESIGN <br />BIG DRY CREEK <br /> <br />STA, 40.00 <br /> <br />to STA, 104<-00 <br /> <br />ENGINEERS <br />,~- <br /> <br />wi <br />idgs wkhonneI <br />~raiIe <br />EL5075.0 <br /> <br />5075.2 <br /> <br />'9 <br /> <br />o <br />I <br /> <br />,ad <br /> <br />- <br />I <br /> <br />Sl-EET NO. <br />.3. OF .22. <br />