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<br />~---------~----~- <br />/ \ <br />/ ' <br /> <br />\\ <br /> <br />]-+- , ,,,,,: <br /> <br /> <br />----- -C-28-__ <br />\:..'506414 __ <br /> <br /> <br />C-29 ('~~ <br /> <br />\ <br />, <br /> <br />I <br /> <br />,.,- <br />// <br /> <br />/ <br />/ <br />/ <br /> <br /> <br />/ f <br />----'}-- <br />---- --,-.-- <br />C-27 <br />5071.33 <br /> <br /> <br />\ <br />, <br /> <br />::.:.........:=.-=---=- =.,'=.:=. =.:=.:=.= ==- == =- = --=- =:=. <br />,I) ;' <br /> <br />I <br /> <br />c <br /> <br />\ <br />\ <br /> <br /> <br />o <br />, <br /> <br />,00 <br /> <br />200 <br /> <br />'00 <br />, <br /> <br />I <br /> <br />N <br /> <br />GrophtcSoo1eln Feet <br /> <br />100 YR FLOOD PLAIN <br />LIMITS <br /> <br />I <br /> <br /> <br /> <br />!~N204,OOO <br />I <br /> <br />5057.0 <br /> <br />I <br /> <br /> <br />')010 <br /> <br />I <br /> <br />I <br /> <br />,0 <br /> <br />/ <br />/ <br />/ <br /> <br /> <br /> <br />.~. <br />\',,1\, <br /> <br />I <br /> <br />/ <br />35-.-00:__ <br /> <br />" <br />, <br /> <br />, , <br />'0 <br />" x ,I i g '-- <br />- - - - ,------ - -T:~- -~\_ <br />" ,,- '\ - <br />"',,- I N \-....... <br />, '-', <br />, <br /> <br />5063.5 <br /> <br />/ <br />/ ! 0 <br />-------f'--__~__o <br /> <br />// <br /> <br />~ <br /> <br />------;(.. <br /> <br />)30+ <br /> <br />I <br /> <br />Ll E <br /> <br /> <br />, <br />\ <br /> <br />./ <br /> <br />I <br /> <br />/ <br />/ <br /> <br />507/.0 <br /> <br />--~~"~~~~------ <br /> <br /> <br />LIMiTs (WITH CHA NEL <br />IMPROVEMENTS) <br />\ <br />, <br />\ <br />, <br />\ <br />\ <br />\ <br />\ <br /> <br />-- <br />-- <br /> <br />I <br /> <br />I <br /> <br />,0 <br />.,0 <br /> <br />I <br /> <br />it <br />" <br /> <br />I <br /> <br />\ <br />\ <br />\ <br /> <br />5049.0 <br /> <br />~' c" p <br />~; SO~5 3 <br />OUT'i()4_','l <br /> <br />~ 20.0,000 ,:' <br /> <br />'. . II <br />N~,~~~=~l~ . .... <br /> <br />1. FLOOD PllS:" "'iliibl(. F ~1J1JT.Tl UJRE-DEVELOPMENT CONDITIONS <br />RUNOFF\W EXIiSlT~~GEFACrLITIES_ <br />~: ~~~ ~~~TSA,Z~R~~G2 -l~~~~D-'JYP.ICAL CHANNEL <br />SECTION~ ANIhMP~OVEM NT DETA~..>-__ <br />4. THIS DRAWING IS A MASTER PLANNING SHEET REPRESENTING <br />PRELIMINARY AND CONCEPTUAL ENGINEERING AND IS SUBJECT <br />TO CHANGE. IT SHALL NOT BE USED FOR CONSTRUCTION <br />PURPOSES. <br /> <br />, <br />f-- <br /> <br />\ <br /> <br />STA. 40+00 TO !,;TA. 13'+00 <br />100 YR, DISCHARGE = 220Qcfs <br />AVG. VELOCITY MAIN CHANNE~_~ 3.5 fps <br /> <br />5070 <br /> <br />i <br /> <br />10 Y. W <br /> <br />5060 <br /> <br />I <br /> <br />I- <br /> <br />'f' <br /> <br />----2' <br /> <br />5050 <br /> <br />5050 <br /> <br />I <br /> <br /> <br />5040 <br /> <br />I <br /> <br />40+00 35+00 O. 25+00 20+0 15+00 <br />G~OU~D CONTROL SURVEY BY ~ HYDRO-TRIAD, LTD. DESIGNED h"'AQ/ DATE 7/Z2- URBAN DRAINAGE AND FLOOD CONTROL DISTRICT MAJOR DRAINAGEWAY PLANNING PLAN a PROFILE <br /> BELL MAPPI NG co. 7500 W. Mississippi Ale. DRAWN CCV DAn~TI DWG. NO. GH-IO <br />AERIH PHOTOGRAPHY BY wM CATE J7??- <br /> DENVER,COLORAOO Suite 010 Building A CHE;CKEC 'c."" OF NORTHGLENN GRANGE HALL CREEK 40+00 TO 13+00 SHEET 12 OF 30 <br />TOPOGRAPHIC MAPPING " LOkewood, Colo. 80226 R(VI$(D__OATE;_ CITY OF THORNTON ADAMS COUNTY <br />CONTOUR INTER\lAL.2FEn CATE fLOWN:JAN.14,1916 303-934-2477 <br /> <br />I <br />