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<br /> STRUCTURE IMPROVEMENTS <br />lOCATION CoIorOlil) 121- LOCATION , Colotado CIld <br /> NIw WOcIsworth Sooth", <br /> ""'.... Railroad <br />TYPE OF .... (I). ~.!...... TYPE OF <br />IMPROVEMENT ~entr.ontxill IMPROVEMENT N",. <br />r.v.cho.l.... <br /> to EI.53M.Q <br />ROADWAY ROADWAY <br />ELEVATION NoChanV- ELEVATION <br />(Ft)AT CULVERT (FI.lAT CULVER" <br />BRIDGE BRIDGE <br />OPENING 64 Added" OPENING <br />AREA <<Ft.I) AREA (Ft.1-) <br />lOW CHORD. LOW CHORD <br />ELEVATION No Choooo ELEVATION <br />(Ft.) (Ft.) <br />INVERT INVERT <br />E L[VATlON N. COootoo E LEVATlCN <br />(Ft.) Vt.) <br />NATURAL NATURAL <br />CHANNEL NoC_ CHANNEL <br />ELEVATION eFt.) ELEVATION (FtJ <br /> <br />l Channel <br />100 Year WQler Surface <br /> <br />Sto.1024+00 to 510.1046+00 <br /> <br />TYPICAL EXISTING CHA~NELo CRO~,s S~T10N <br />Scales: HOTIZ,- <br />Vert.-o " 10' <br /> <br />'"" <br /> <br />,,' <br /> <br />5380 <br /> <br />S370 <br /> <br />""'" <br /> <br />S3S0 <br /> <br />S340 <br /> <br />.un <br /> <br />S"O <br /> <br />1050+00 <br /> <br />QRCUfJ CONTROL SURVEY <br />AERIAl PHOTOGRAPHY BY' <br />TOPOGRAPHIC MAPPING' BY- <br />CONTOUR INTERVAL <br /> <br />BY, IWCFRA A ASSOCIATES INC. <br />KUCERA a AssoaATES INe. <br />KlJCFRA II ASSOCIATES INC. <br />?' DATE FLOWN 5-'-12 <br /> <br />lESIGNED' OT.S.. DJ.L. <br />DRAWN' L.LU <br />CHECKED' 01.5.. K.RW <br />REVISED' MEM <br /> <br />I <br /> <br />DATE: <br />DATE' <br />DATE; <br />DATE' <br /> <br />2-19-73 <br />2~20-73 <br />2-2773 <br />3-) 73 <br /> <br />NOTE l ThiI' ctrawnt i. . "*""....... : <br />- ....-.. -. ... ~ <br />enginMrinll. It shall net be ..... .. <br />~pur~- <br />I{ <br /> <br /> SCALE ..., <br />0 100' 201)' <br />I , , I <br /> I <br /> . <br /> ! <br /> ".... I <br /> . <br /> "~70 ! <br /> ''OM <br /> 1...- I, <br /> M40~ <br /> l <br /> &330 <br /> <br />ro___~.__._~ \':'~~~~~~~ 5~~' <br /> <br /> <br />Bd 1'1'01""', MaY~" N ::::::: ~~ / -_=~.:> J// <br />~orMalntenanceP\Jr~~.f ~> ~ ::;-.::__ y~ <br />100' ~~~_ ~ J\ V - -- <br /> <br />1(lk~-~5:??= ~v c 7- <br /> <br />\ 81-/;/ ( / _Ju -- ..J ~ <br />.-/ (/0 (,-' .._..... Il __ '\..- <br />\ X::;,;",- / ~ ,~ - 0 ~r i " j:'-: <br /> <br />~) '''$ :; > ~ ~~ j <br />jS;;" ,. j ~3UA ~ ""~~r'i' <br />f'5 / t~ -:. 5308,~. <br />""-- Control _ <br />'~ <br /> <br />~ <br />i <br /> <br />.Vrif: ...YLI,;( / <br />~W) ~{:::::::'~~{:tl<!K/ i ~ <br />-.t::-~~ ~7::-:/ f.~ / \ If / / ~ <br />_'..=\~ ~~~->if"~h~li~&.-/!I' .~~ <br />;-';;-ili~o ~).fl~l7f: J?jpfJ 1/// / ( ! I . <br />/ J;. / '>V,'- .~ -. ,.V{l!i~ / )! 1--'" <br />, '''''', /i ~c _ ',.:' , J/, i"J,.oc. /k <br />I - , /GGt. " 0,,- <br />.,.. ~,'~," ;_. ,_?l~~:,.~i:_.'~ <br />r~' '., (,t , <br />ffi~~'" ~ .It ,",~~:~ ~ ~c \ ~"~~~"Y ~J:P <br />otrol; C l::.l\~ " -+-, """-..... W <br />~ .~I E",~8_' I \.= Vi .'} I' <>, <br />~ '/ 17f):i""": ,'J ,t-- ').,.. (' ..~:~ ' ~_. '~;~?/f./~ t~ <br />\ ) \L ,,"..Jf-J~':'_ .' ~_ ~ . "',.1 ~ ::~~,~';.J"'i v~ l!rJ~ <br />, 1 : A \1 -\'~-'-7--_~j"'_""" ~~",,\J/; / <br />. ...,. ("., ~- -: \, ~,\ .""', '".. \.:- -;;=0 -'7wl '->A <br />,j i\~\ \ c_~~-'~--~-"~; ==;'~~~ ~~:~>~ <br />':--~,"" .o-.'~ .s;..'00::::~ <br />! ~ \'.v/;;::~ 1.0.~"-""" '-- <br />~ ' ;jf-''''5\' ~~':'~'?t.~:"'S:::c:...'- <br />- ~l,-~~-~~~ -'~~~;;,~~~_~ ~~~~~~~-~~ <br />- -~, I -::::'::---=-,____ --.......,,' "',- ~.........' <br />~ -----.L __ "_~~ <br />' -jtt~~~,",:~~~':.~ <br />- ~~~~~:~ <br />'~~., <br />.<:~ <br /> <br />,:\. <br /> <br />-- <br /> <br />.".... <br /> <br />If. Chonnel <br />\ I /00 Veor Woter Surfa <br />~ $",1000+00'0 $10.1024+00 <br /> <br /> <br />TV:ICAL E~I$TING CHANNEL ~RO$~SEG;J;ION <br />Scales: HOrlz.- <br />Vert.- 0 5' (0' <br /> <br />," <br /> <br />! <br />r. <br /> <br />51a. 1030+00 to 5to.1048+00 <br />Desigl DischorlJe - 2,100 cis <br />Max. Velocity lOOyr. = 5.8 fps <br /> <br />'"" <br /> <br />Sta. 1000+00 to SIc. 1030+00 <br />Design Disdlarge - 2400 cfs <br />Max. 'WIocfty IOOyr. - 12.0 fps <br />, <br /> <br />.~ <br />IiIlm <br /> <br />~cll <br />p <br /> <br />...~ <br /> <br />iI"Y <br /> <br />, <br /> <br />, <br />. <br />~ <br /> <br />~ <br /> <br />~ <br /> <br />~, .~i <br />F.~ <br /> <br />ii, <br /> <br />~~ <br /> <br />~E=t~~. <br /> <br />~' <br /> <br />~~ <br />:=~ <br /> <br />11.. <br /> <br />~ <br /> <br />iJ.~ <br /> <br />L <br /> <br />..= <br /> <br />1046+00 <br /> <br />1040.00 <br /> <br />1030+00 <br /> <br />102.00 <br /> <br />1010.00 <br /> <br />ENGINEER' <br />WRIGHT-MCLAUGHLIN <br />- <br /> <br />URBAN DRAINAGE <br /> <br />AND FLOOD CONTROL DISTRICT <br /> <br />PRELIMINARY DESIGN <br /> <br />ENGINEERS <br />,.- <br /> <br />STA.IOOO+OO to STA. 1046.00 <br /> <br />ADAMS ond JEFFERSON COUNTIES <br /> <br />BIG DRY CREEK <br /> <br />CITY of WESTMINSfER <br /> <br />J <br /> <br />lfr <br /> <br />i <br />I <br /> <br />~~~ <br />. <br />I. loe. <br />\~~t <br /> <br />S"20 <br /> <br />100 .00 <br /> <br />SHEET NO. <br />21 OF~ <br />