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<br />I) <br /> <br />1 l [] '100 YR. FLOOD PLAIN :OT".' <br />, ' ~. NOTE: LIMITS . <br />\ " g UNDERGROUND FLOOD PLAIN BASED UPON FUTURE DEVELOPMENT CONDITIONS <br />, : ~i;' PRO j$EO UTiliTIES 0 PAVED AREA RUNOFF WITH EXISTING DRAINAGE FACILITIES. <br />1 AT LARSON ST. _ "r SEE SHEET 1 FOR LEGEND. <br />~ . I ,G t~AS LINE, 12" WATER .......It. CHANNEL SEE SHEETS 27. 2B, 29 AND 30 F,9R TYPICAL CflANNEL <br />\ ,-- - 0 T 5 ----1 AIN, LOCATION NOT "', SECTIONS AND IMPROVEMENT DETA~S. <br />I C\I t ~~, _ _ r ,_ - - ,,_ _ EFINED ~~ P 0 100 200 300 THIS DRAOlING IS A MASTER PLAN ,NG SHEET REPRI',SE,NUT8JIN"CT <br />rl T ".~ , Lt.". 1 I PRELIMINARY AND CONCEPTUAL ENGJNEERING AND <br />((l ___ I .528.5.0 ' L TO CHANGE. IT SHALL NOT BEUSiiD FOR CONSTRUCTION <br />- ~ 0 _~&- _ J C-g ~ ~ .. _ Graphic Scale In Feel PURPOSES. - <br />I ? ~; ~' 5282.10 (0 ________~, u , 'NOTE: N2D~lr" / <br />': N,~'OC() ~ (---~----".~ -, -t-;',:I - :! _:__':J~ ) ,l TYPICAL GRASS LINED CHANNEL N UNDERGROUNDUTIL1T1ES <br />. j _~. ~_~__ . __ ~IC~~ ~eo t=J,c~/T1JiD~~/ ," ~g~:~WrN;~ ;EFlNED ;;~~,; ~ '~'5 Af <br />0:1 ~'CHE:~OROP .-~__ ~~~ ~!-_~a2~~c;~~~:::o,lr.,~if!}~r51:=~~~T~~ ~ ~"~~~. 'dJc ;,;~'C~,c, ~,' tn~-('C'-b' _ i~~OY, ~",OR ~....- ,. . :: 0 ~=r-=ti~v'< <br />...... 1 ,;;(f ,,--,'-> I,T__;....-:5,o< c..=--..R. :': 1. [ . , 't:'()1JE'l"~Et~J LJ 0, : LJo, CJ .J.iCI.' ~/Cl [,] [)t::J 0 L,L T ...... <br />I "" 'if:1,F" ,....,1"", ....; _. - -- q:........ ~5... " ....J,. ,," q, C:: f"f'L-~ .-,ZOO' ,,- c' <br />i7{II," -=- t. i:~'JT ..\ \" .......'"f'--_~;:__ _ 52;7.5 \ ......-......~... - ---~-:~~-__ -----~- __. < ~~ - 1.\ 21(}fufLH.ootLa.~--~ ,'- ~ 1 n - 9~140"t~J' ~-- ':_ ------"'--~-~~- ~ .tt,. __.-,-~/---". <br />_, I I ~" ~ --.........:.- tj;A..... ----__ ------i: -- LlMtTS - ~ ~ _ Nt: IN5a420 ___Q.__!5260---- y.lr __:.---.- <br />-' ,~ ~- -, ';:',.." -~ --.. '/r.~ ............. ,- -5~e>O~ -:- 7/ E OUT .E-zA-e:5 -'; -:- - --- -- -- ~ ..<;~:=2~~ <br />'8'O~'" , 3'CHECKI Ji'\\.. ..~"~'-'" '--___ -. "-." -__.:I'70 .'. ..' / 'C.. ~.... t .,...~..../ ~ __ ,--- __'?50~ ~ e.>c/> <br />'~,. I " DROP ~L -l"\~ __._,. _-;~_ '"'_:'>"~~_:;~.'~.._..- ---.~~:-~~-....." ~'"l""'" -_" --=_-'~--- -;:=-:("_- _ ::.z..~ ~ ;l:'kr~--~-.~ f :~.b,::~\'~4t~-(~. '.-./. .-- .... ---r,-;__:l--~-~:}~O.j'~~:-:,:t <br />_~~: ~'[ \, L _..J' \~, ., 3'JOHECKpffC,PS'0","--..">-c' -~ --:: - _ 0 .~""h.. ..... ".' '52'~- -..~.,.-:... '. .... ..... ......... ;;{0'.......... <br /> <br />D \ ~~i " WATER A'fd~ SOARD) -- ~\ ^i)~ ~~ ~~9_ ' ~ ~~< .,,::;:~>O;-.. '. .~.: c:~ ~-- . ..... ..': "~;;';-- _ '7.~<:aH-,~rmF" ':~~_ . 0- <br /> <br />~A-..,_~~cc , ..1. ~~~:.---, ~~jQ~~~J:/EZ-~F'4" ~c~8"'Sh=ANJ "q~~" It.D'~":[~IHE~.DloR,OP.,p :"~' ".1":.~~.'.=,l:"';.I..... : ~'/~3~;9~.~ln Cl'lIr-,"-t. ; D'~,.;~j=~.~t.1II:~~~" "': '[] <br />~'" '~ .~. ~"'M ........ !.Ji...k~__.J LJIT , H ....J ~ 't'.'J11'l . I,...J -~": '--r:iL,,,.,J I, __ ?50-~Lg <br />'~,' -- 5290__~~ . '_', ' U~ 51 Ir.. s""" 9~ ~ j -~_ _ ___~:' ~ ;:: _ I! ~,,' ' 1 _ ~,~____----, 5 '! _ ___ -- -- <br />h=J NOTE - -,- _ _,-_,--', x lJ"-S,"'V,,2~n_97 "'1' -________-' ~I<~L )1 ,/ \\;.1 I~,,- il -cb:f ,~"'-::LLJ,__ '~.."'"'''''''''' .", '.fI+----' "II .JI,.~- <br />~ {JNDBGR~ND UTJLITIES"~. :~5285,O 5278..'/ Z IOSTH-- ,I",. : 5~f' p T 1. ! ~?57.C E. 5Z.'/2.0x I05TH L _5249.5 PL. ,'5247.5 <br />ATW ._~___:;'~l. ) '________ ____________ PL. _v __.-----., Ir----------, {". . '\ r '\ I <br />I GAS LINE 1<>" AI"'" C>C''''ERJ ~-- STA. 257+70 TO STA. 279+00 ---------, r-'"-~'.----------' r ",-, ----,( ,- \ -e <br />lOCAT~ON NOT DEFINED' 100 YA. DISCHARGE = 1000 en STA. 250+00 TO STA. 257+70 <br />I AVG. VELOCITY MAIN CHANNEL :8.0fps 100 YR. FLOOlJ PLAIN LIM ITS 100 YR. FLOOD PLAIN LIM ITS 100 YR. DISCHARGE = 10QOefs <br />(WITH CHANNEL IMPROVEMENTS) I 70' AVG. VELOCITY MAIN CHANNEL" 7.3 fps <br />LOW FLOW CHANNEL LIMITS I I <br />H LE T--Sl E-- <br />_YR.' s0. FR M'S ~e< ~~ <br /> <br />. <br /> <br />I <br /> <br />I <br /> <br />.' <br /> <br />. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />.' <br /> <br />I <br /> <br />..-=- <br /> <br />.uu .. r- <br />....1....... <br />..............:.... <br />.. -: ......... . <br /> <br />.. <br />..' <br /> <br />::. <br /> <br />~. <br /> <br />~ <br /> <br />-::T <br /> <br />, <br />4 YP.} <br /> <br />~ <br /> <br />:'.".. <br /> <br />c~.E.RkllE. <br />... ...... <br /> <br />... ....,-_. <br /> <br />...... .... <br /> <br />, <br /> <br />I <br /> <br />u ..u"'''' <br /> <br />u.... ~= <br />il.f:~~~ <br /> <br />...:C=CC' <br /> <br />........ <br /> <br />'t <br /> <br />,:'.80 <br />~-, <br />-------j-------- <br /> <br />... <br /> <br />::....~ <br /> <br />.... .. <br /> <br />.... <br /> <br />~. <br /> <br />~ <br /> <br />= <br /> <br />.......'C. c' <br />uc-[.... <br />""c::..' <br />.....~ <br /> <br />.. <br /> <br />----t- ---~ <br />I <br />j <br /> <br />.. ............... <br />.-7"""'..... . <br />()~ --_:_- <br /> <br />. <br /> <br />,Z "*':,' ". .," <br />E--Q:ft :-sc ~E-- <br />, . f" <br />= IT-{ YR. "eel>> <br />...c.: ,. <br /> <br />..- <br /> <br />::c=......c <br /> <br />I <br /> <br />5280 <br /> <br />~ <br /> <br />. .- <br />~ ST; 6"- C P <br /> <br />.C <br /> <br />II <br /> <br />5270 <br /> <br />~ <br /> <br />.~, <br /> <br />......:.cc:C=..-...u. <br />.CC......... <br /> <br />~:.:: <br />........ ....... .... <br /> <br />.. ...... <br /> <br />I <br />i ~-- <br />" <br />, <br />I <br /> <br />. <br /> <br />~ <br /> <br />'C::: :.. <br /> <br />= <br /> <br />.... ..... <br /> <br />:""1' <br /> <br />.-=:C <br /> <br />... <br /> <br />-isT. sO- <br /> <br />"'''':~o. -. . <br /> <br /> <br /> <br />~ i _._'/;__ _________ ___ <br />/, ... ..... <br />~:".::. ... ...=:.c . .... <br />~. ....C:C.. .. <br /> <br />cc='::::: I.., <br /> <br />- .." 5270 <br /> <br />5260 C::::..C ...", <br /> <br />....-:' <br /> <br />u.. ~~a:i <br /> <br />or <br />./= <br /> <br />"'.,..., <br /> <br />.......... .......... . <br /> <br />.... . <br /> <br />'0 <br />~ <br />.u:~ <br /> <br />~ <br />:u.o=~.' <br />'!i. '1,:- ------ <br />.. <br /> <br />'=f= 5260 <br />...... <br /> <br />-+- <br /> <br />:: '.' <br /> <br />.... <br /> <br />...'i ':.C. <br /> <br />I <br /> <br />.. ,:-" <br /> <br />-- <br />. <br /> <br />-+-- <br /> <br />..... <br /> <br />. <br /> <br />'"' <br /> <br />5250 <br /> <br />"=1=---= 5250 <br /> <br />I <br /> <br />t <br /> <br />_____ -:--r--- ---- <br /> <br />..... <br /> <br />....... <br /> <br />.--c- <br /> <br />5240 <br /> <br />..::"~ <br /> <br />. .. <br />".-c'~"c ... <br /> <br />....j U '0.. <br /> <br />......,:~.. <br /> <br />w <br /> <br />..... <br /> <br />- <br />-------_.~:_::;;. <br /> <br />5230 <br /> <br />..... <br /> <br />............ <br /> <br />..~ <br /> <br />u ...~........ . <br />is 5240 <br />..~ <br />. <br />5230 <br /> <br />I <br /> <br />.:... <br /> <br />.... <br /> <br />--:--: ::::::\- iMPR; VED CH.Q- MEL- ---- <br />- ::- $\"'PP '----0. "/.. - , ---- <br />--------- , <br /> <br />~u <br /> <br />..... <br /> <br />. ': <br /> <br />.. ........ <br /> <br />1ST. 4Sn- <br /> <br />.' <br />MP-:~ -----=-=------- <br />... <br /> <br />I <br /> <br />.:.... ....... <br /> <br />...... <br />..' <br /> <br />. <br /> <br />...c=::: <br /> <br />........ <br /> <br />. -. ... <br /> <br />.........~. <br /> <br />......... . <br />.C.. <br />t-- <br /> <br />5220 <br /> <br />5220 <br /> <br />I <br /> <br />. <br />'.C.C. <br /> <br />.... .... <br /> <br />- <br /> <br />"'T::~ <br /> <br />DATE f~OWN: JAN, 14,1976 <br /> <br />~ <br /> <br />HYDRO-TRIAD, LTD. <br />7500 w Mississippi A~e. <br />SuiTe 010 Building A <br />Lakewood, Cola. 80226 <br />303-934-2477 <br /> <br />270+00 <br />DESIGNED Yp/H DATE...1lLz.z <br />DRAWN ~LI( DATE~ <br />CHECKEDW6:~DATE~ <br />REVISED _DATE _ ___ <br /> <br />265+00 <br /> <br />+00 <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />2 + <br /> <br />27 +00 <br /> <br />I <br /> <br />GROUND CONTRO~ SURVEY BY <br />AEIlIALPHOTOGIIAPHY 8Y <br />TDPOGIIAPHIC MAPPING BY <br />CONTOUR IIHERVAL: 2 fEET <br /> <br />BELL MAPPING CO. <br />DENVER,COLORADO <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />PLAN a PROFILE <br /> <br />OWG. NO. GH 2 <br />SHEET 4 OF 30 <br /> <br />CITY OF NORTHGLENN CITY OF THORNTON <br /> <br />ADAMS COUNTY <br /> <br />GRANGE HALL CREEK <br /> <br />279+00 TO 250+00 <br />