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II I ~-' ;,\~\\\., S2J6:~ '--~_---52JO__ ",\,,; l ~s~' 'CEROY )OR' ',' (,CC"A<~~, ),y:~ ",~% A:'/{ .. ....1...... . . . .....~. ~S2S .........../'\; 0,./ ',' 1~~<~'^\,ss,q\V '6; '. PROP. 0) sr:, RCP....tl50LFl , . 0 '0-1,_0'<//;' IN 5~ '" -- _ '~ jt._~U/."~, - ~~.,.j_:-~-> / ".G OPT'9 / ",,_.'_ .__:_ _,-_ ~?~ .:; ~ i v,' . .\\./\9: "P / i-5~~PSl(l:g grANNEL ., ~ r;! / 0" - Itw'-~ -_/- o-~- _:~~5!40~~",p--/ , ",I,\~' .' :r:~ "'-. - //~- , /"...'1 ~" ',', ' ~ ' ~,- / -/,-,;::;~.......... '. ]f, . - ~... -....-~~.:..._---- " _''_ " 'C" 8 \ \ Y 100 YR FLOOD PLAIN '~ ~,.", '~=~:;~,~i.~----_ i (l\'~ L)MITS I ~~~~-------' ..... ""- ~- '-~~40'" ..........::~ \ \ \ t{' ~ STA 225+25 TO 236~65 / ;;::</': lJJ --- -~" - " _ ~~J ~ 00 "r.; \ \ I REMOVE RUB8lE~ND j: ~ -52.;'0 ---:""-.: _ ~~-" __'_- ~ \ \ ' DEBRIS-RESHAPE ( :+J t ------ - '- - --oo-- -~~~::i;.-: ~:'~: \ \ CHANNEL ~--'-<,~ --.~ -------\:3'CHECKDROP r "f ~ q ~S~ ~_ ~\ \5 / :,', 1 ~() .",'~ ",0 ' . .fr/,: :.~:;;;-~ ".~,\ ~\\" ~~....\l.. r '. ,c........~/ ~~C7 Q 'd. lJ: 0 c?/rJlf:'l, [J' C:7 !i 4~~::s /\ \ I, 5---_.(~ .... ----. ~ --'-~ P ,52 RIPRAP~ t--., \ ~' "..-.- "~,~":., "\ 52'15 ---=---- '''2",.5 1051\-1 ->'J -5" ~ STILLING" ~ \" ~~_.!, ',"-- I rc__. ~ \ \\'s~. Ah; STA 232'00 TO STA 250-00 lloo YR FLO'ODolN L'1Mi,; S - \ \ U ""- . ~ /. /\ 100 YR DISCHARGE = 1200cfs ( ITH CHANNEL M ROVrME~I\.~ :..: p' -, ...r.-~ ,.... , / I! ...n.. AVO VELOCITY MAIN CHANNEL' 6.0 to' W ~". v,'~ '. "lb. "\111'-'''' \ , _'/ ')\ (ABOVE IRMA DR ) . // - - '",.~'-~ l~\ \'1\' Sm, 0+...0. O. ~... 1tjJ!7 1\\ :.. ' '\ Tnbuta" A. / /' ..' C> STA 225+25 TO STA 232+00 ! ______ ,,-<g. ~t, '(;. :7 f I 100YR DISCHARGE = 1700cfs " I \~ (I ,::t,',,:i%(---' ,/ . / y--- I ',1 Jr, I I I I I ~) " . I I ... .... .~. '.' I ~ =,,= I 5230 :~~~t u , I -+---~--:-+ .. f.., '" ,. OJL) II 5220 -~-. r :b;.~-=- - 11 -t--- - ..... ...-'-'.' ~ f- I 5210 o ft I .( l'lillDSEDL. a-~_ t.CP (50 {WI A t- /=r= ....- ;"" ...,.".....c/.... .. j.C.. . PRJ~ ..- .. ~ . '. 1 0----'-' f. I:"',",~' c;t-. -- _5200 I ...... . - .. t-,. ...... I _c... ,u ..=: .. ~ 5190 ==1:--:. J\IDM NAL INE 1--:-- t =' f-.-I J :_{- /. INAL _t ED !~M.P- I ., I 5180 I . .". .--_. ~a:lJ ,2~+---3.0_ XT'~ 0--2 . . I .. ......1 ~ 235+00 ......... . ..' I , ""I.. 245+00 . 240+ OESIGNEO (r'AfH DATE---1'.!7Z D""'WN LLY O"'TE~ CHECKED(VF~DATE----1L22- REVISEO_ __OATE_ ADAMS COUNTY I 3ROUljD CONTROL SURVEY BY AERIAL PHOTOGRAPHY BY TOPOGRAPHIC MAPPING BY CONTOUII INTERVAL 2FEET ~ HYDRO-TRIAD, LTD, 7500 W MississippI Ave Suite 010 Building A Lakewoad, Caia. 80226 303 934-2477 BELL MAPPI NG CO. DENVER,COLORADO URBAN DRAINAGE AND FLOOD CONTROL DISTRICT CITY OF NORTHGLENN CITY OF THORNTON OATE fLOWN: JAN,14,1976 '\):{:\~-:Fi~ ...\..:'........:.........i....',C~5...~. ""~~'c;..)r '.' c. . . ce.)'!':'.. .' "~'';!.~" ~ 'C.. 'if --r: .y5"!:_' ,-". ;::~;;;';Z;, ." ... K~,;---,'~-~--,. ...~--...;.7\~/ .. ~: ~o~ ~,' .,~..........>,/<. ~" I) '~"''-o,!.-' '_ :.~:-:-: ,!~'QC41" /. . " 0."_5/&,, ..~ "':'/ ,,:.., "i.c:---. ". ,.....! '.. "C'O_':; /V ~~~_ "c.o:'/C-> .., '~'" ': ,// , / {;7-~k:::<;:'-;~ _-'_",,,,c":'-__~____ ,.-,''; ( '~':- :::-'''~~~-<-::; :/:':, ! " i:~,';.1iEONOMINAL 94" !:! !\j ,~ I CIRCULAR STEEL LINER t I PLATE AND GROUT BETWEEN LINER PLATE : / AND EXISTING loa" Ct.tf"k,' /J,'. ! il':' r" ;' ~2<O<; S2"o \:\ 1;!I."'; >./ !,' ~ \ \ ,,~ '/...' '/, >= ,,;;:,,"" t/!~ !/:'!~^y~2gl;g~A~~..;~~~~~\;5") ... //V 'T ~ -".?J.o;: 0 k 3.?.3"S'.() ,,' \ ' , " ~ ~ s~"Jo;: 6" ,# , "s~">;:o " '> '/J ..,0'~ ~ !! / 1/ 100 YR. LIMITS 1::==='=:.: +--. , t , -- ----1 r...... 'c==:,-. --r-' ~. .~ ..... .. . +...... :!\ ~ \ , , . '\.. ______, -5-,,/ '< \ ___ 'O~__________ >,_j" ,/ 100 -2~';-/ \ ~ ,- .- " "" '-, GroPhic,,~cale' 11'1 feet.., \ _ , "". ',. '------.------' >,1, -t:',:,'o_, ," _ '[0 ------/;:' --- --~~- "\ , / " .~/-"523D~__//-t----_/ 1. FLOOil PLAIN BASED UPON FUTURE DEV[Lo,,~ENT CONDITIONS RUNOFF WITH EXISTING DRAINAG~ FACILITIES. ;> . SEE SHEET I FOR LEGEND. , ~ ;, 3. SEE SHEETS 27, 28, 29 AND 30 FOR TYP1CAL CHA~NE:L SECTIOt{S,AND IMPROVEMENT DETAILS. :: _ 4. THIS DRAWING IS A MASTER PLANNING Sl:lttrREPRtsf.ltJING PRELIMINARY AND -CONC[PTUALENG.lfffeRHjG; AND IS SUBJ&J TO CHANGE. IT SHAI L.N6TBE USED FOR 'CONSTRUCTION PURPOSES. "-94V- - I -, ,,- - --,--- -- , - . -... C::c~L'=' ::. _ .. '.. ~--- ..- 'C. 'C:::;:C c= 5230 ..-... C...... .. - ----- ==t~ -J--. f: :::u ..... -:,t~ l~, u!.C\.. ..-J:.E 'O,vUT ARE ..- :: =:=: 1='<( 5220 -=,:::: 1 . . ... .1-_ , u.. C"-f-- .....=:::... '--i . ul_ .-=;: :.. .. ..-- ..' "". '~ir~~--. .. ............ -F .fc::-- .... .. .-:= ..:.:",_. -+:~Ul .: ..:. 225+00 PLAN a PROFILE DWG, NO, GH-3 SHEET 5 OF 30 2 0'" 0 MAJOR DRAINAGEWAY PLANNING GRANGE HALL CREEK 5210 ~:_- --t---~= . 5200 ,.,. ':.- 5190 I"-~p. .'-~ ..:1 ..un 5180 ..---=:- , ut . uf-- '''-- , .. +--' " :=1=:' ., ':..:1:=, ,..::c ... . - c: .. .. 1-. ..,. 220+00 +:-- 250.00 TO 220.00