Laserfiche WebLink
<br />" <br />~, <br /> <br />;, <br />STRUCTURE IMPROVEMENTS <br />lOCATION Denver- Boulder <br />Turnpike <br /> <br />TYPE OF <br />IMPROVEMENT <br /> <br />53 <br /> <br />52 <br /> <br />5270 <br /> <br />5260 <br /> <br />GROlN) CONTROL $URVEY BY: <br />AERIAL PHOTOGRAPHY BY' <br />TOPOGRAPHIC MAPPING BY: <br />CONTOUR INTERVAL <br /> <br />RerooitI 500'01 <br />exillt.barrierand <br />replace wMeelpost <br />barrier <br /> <br />No Change <br /> <br />No Change <br /> <br />NoCh_ <br /> <br />100 Year Watl!lr Surfaca <br /> <br /> <br />510.915+0010 5to, 940+ 00 <br /> <br />940+00 <br /> <br />KUCERA <br />KUCERA <br />KUCERA <br />DATE <br /> <br />TYPICAL <br /> <br />EXISTING CHANNEL CROSS <br />Scales: Hori%.- 0 56' <br />V.rt,- 0 ~' <br /> <br />SEI~ION <br /> <br />," <br /> <br />930+00 <br /> <br />a ASSOCIATES INC <br />81 ASSOCIATES INe. <br />a ASSOCIATES INC. <br />FLOWN 5 I 72 <br /> <br />DESIGNED' DT.S., QJL <br />DRAWN: L.L.U <br />CHECKED' D.TS K.R.W. <br />REVISED' LLU <br /> <br />X" <br /> <br />I;:;" <br /> <br />100 Year Flood Plain LlIlVt - Improved <br /> <br />'t Channel <br /> <br />IOOYear ~ Plain Limit-1mproYed ChaI'lMl Conditi~ " <br />/ " .'", " <br /> <br />= <br />,,' <br /> <br />stQ. 9201'00 to Sta 940+00 <br />Design Discharge - 3,400 efs <br />Max. velocity IOOyr. '" 1.5 fps <br /> <br /> <br />920+00 <br /> <br />DA" <br />DATE <br />DATE" <br />DATE: <br /> <br />2_19_73 <br />2-19-73 <br />2-27-73 <br />3_1_73 <br /> <br />ENGINEERS <br />",,10..<10 <br /> <br />URBAN DRAINAGE <br /> <br />ADAMS and JEFFERSON COUNTIES <br /> <br />BIG DRY <br /> <br />CREEK <br /> <br />ENGINEER' <br />WRIGHT - MCLAUGHLIN <br />- <br /> <br />'i. Channel <br /> <br />NOTE' This drawing i. a master ~ <br />sheel representing preliminary and c(ll'lCeptual <br />engineering. It shall not be used fiK <br />construction purposes. <br /> <br />x <br />'-, <br /> <br /> <br />0""" <br /> <br />ROADWAY <br />ELEVATION <br />(Ft.) AT BRIDGE <br />BRIDGE <br />OPENING <br />AREA (FI.2) <br />LOW CHORD <br />ELEVATION <br />(Ft.) <br />INVERT <br />ELEVATION No Change <br />(Ft.) <br />NATURAL <br />CHANNEL No Change <br />ELEVATION (Ft.) <br /> <br /> <br />CITY of WESTMINSTER <br /> <br />Plain Limit - EXlsllr'lll Chann.1 Conditions <br /> <br />Sto.880+00to 510.915+00 <br /> <br />x <br /> <br />t <br />" <br /> <br />x <br />E~TING CHANNEL CROSr SECTION <br />" Scalea: Horiz."" 0 lIP <br />Verf,- III 5' Id <br /> <br />TYPICAL <br /> <br />~ <br />.,e~! Existinll 32;" High Concrete <br />/ - ~ Medion Barrier, Continuous <br /> <br />;~,,\ <br /> <br />!:t~;,\" <br /> <br />Sta. 880too fO Sta. 904+00 <br />Design Discharge - 7,800 cfs <br />Max Velocity IOOyr. .. 11.6 fps <br /> <br />o <br />I <br /> <br />1',- <br /> <br />,x <br /> <br />, <br />',/ <br />, <br /> <br />#; <br /> <br /> <br />:ia <br /> <br /> <br />q <br />S' <br /> <br />'" <br /> <br />, "" <br /> <br />n ",,, <br /> <br />_'M..J__QJ.l.flet <br /> <br />910+00 <br /> <br />900.00 <br /> <br />890+00 <br /> <br />AND <br /> <br />FLOOD CONTROL DISTRICT <br /> <br />PRELIMINARY <br /> <br />DESIGN <br /> <br />STA. 880+00 <br /> <br />to STA, 940+00 <br /> <br /> <br />SCALE <br />'rocl 200' <br />" <br /> <br />.00' <br />, <br />I <br /> <br /> <br />5~OO <br /> <br />590 <br /> <br />570 <br /> <br />5~60 <br /> <br />880+00 <br /> <br />SHEET NO. <br />19 OF 22 <br />