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<br />1\ <br /> <br />I <br /> <br />I <br /> <br />I: <br /> <br />:1, <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I) <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />/ <br /> <br />! <br /> <br /> <br /> <br />( <br />\ /' <br />, '--____5170 _----- <br /> <br />'.<.'V." \'-....'. \../' , <br />/. ....... \)...... <br />" ;0, <br /> <br />.'l5\).... . <br />'< / .r....c..;.' <br />~ />' "C:'-'-',",.,-- <br />//0. (rcJ1' '.- <br />,,-,/V \_::Y <br /> <br />/" <br /> <br />');: \ ,:I .~. --.. d <br />en . ;\'-'~). ._'.--- ~./~~"~::u!:/. <br />. ~rl'!O 'Oir=:J'<~" <br />. SJ/\-,--,- .. <br /> <br /> <br /> <br />r"./\ <br />. "-. / '----. - <br />"" "" ----5160-- <br /> <br />/.------ <br />..----- <br /> <br />en <br /> <br />,,___ 5150- <br /> <br /> <br />100 YR <br />L1MII.S_ <br /> <br />./' <br /> <br />--------- <br />-- <br />". <br />". <br />-- <br /> <br />-- <br /> <br />,0 <br />-j.iJ\A' <br /> <br />__'"5140'--::'- <br /> <br />^ .,~" <br />-~rl~_:~;, --~'-c~:. <br /> <br />- -.: 1.$_+00 <br />~~:-:::::~~; <br />~-- <br />,0 <br />'I-<J\A' <br /> <br />- <br /> <br />.~. <br /> <br />,~,;' <br /> <br />0" <br />;\' <br /> <br />o <br />i->)\A!J <br /> <br />.(;5 <br />5\~ <br /> <br />0" <br /> <br />-------------- <br /> <br />--- <br /> <br />NOTE: '\). <br />UNDERGROUND UTJL.IT7!jE <br />NOT 'SHOWN AT COLD 0 <br />BLVD. - .- , . <br />&"6 12- SEWE~~ P.PPROX-:' LOCATION OF <br />~6~, WATE_~ LJ~JEbl;PHON'E EXTENSION OF E, lOath <br />CABl,.E L - _ _ ,AVE. <br />~ ------- <br />- ~---- -- <br />I. FL1l!lo PLAIN BASED UPON FUTURE DEVELOPMENT CQNDHIOI>IS <br />/; RUNflf.FWITHEXISTINGDRAJAAGEFAClunrs. <br />',---/ '\ --- -2 2.. SE-E ~f!.I':ET I FOR LEGEND. - - - - -J. <br />-- 3. SEE S~TS 27, '28, 29 AND 30 FOR TYPICAL CHANNEL <br />SECTIONS ANtl'IMPRO\lOl.ENT DErAILS. .:z: <br />--------4-;- IHi:> UlUIl<IlNb ~MASTER PlNUHNG llDRBfm~ ~ <br />PRELlMI~RY ANOCONI;Q'TUAl EN ERING AND IS SUBJECT---~ <br />" TO CHANGE. IT SMALL SEOJOR CONSTRUCTION ,~ <br />PURPOSES. '-.' _' ~ <br />5. rHPROVEMENTS UNDEJ! m:SfG.N AND CONSTRUCTION BY OTKERS: . <br />_ >~ l' a. EXTENSION-OF L 1Q6th AVENUE. <br />_ ,G./)'0 .......-------b..'i/r'!;S)t\SIRI,!CHON OF A 13'~15'.13'X5' RCBC (48 LF) <br />,<~~---- lNiE~~O~~E~~8;h '_~~2~~~GE jiAlL CREEK. <br /> <br />" <br />, <br />I <br /> <br />--""--..... <br />~- <br />.....-..... <br /> <br />EXIST, 23.5' x 6.6' <br />BRIDGE. EXTEND 6RIDGE <br />30' EACH SIDE OF <br />COLO. BLVD, <br />IN 5036.0 <br />OUT 5131.2 <br />--- <br />---- - <br /> <br />------- <br /> <br />------ <br />'-....- <br /> <br />46' WIDE TRAPEZOIDAL <br />CHANNEL WITH- 2: I <br />SIDE SLOPES <br /> <br />~ <br /> <br />-....---------- <br />------. <br /> <br />(",0 <br />,/,/ <br />.' <br /> <br />-.........-- <br /> <br />.5/50__"_,___ ___'-'____ <br /> <br />" <br />STA. 160~ TO STA. 143+65 <br />100 YA. DIS HARGE = 2200cfs _ /" <br />AVG, VElOCITY'MAI~_--CtIANNEL-=--3,-g"fps <br /> <br /> <br />'-;~. -- <br />~170------~ <br /> <br />',- <br /> <br />100 YR FLDOD PLAIN <br />LIMITS <br /> <br />.,- <br /> <br />___5/60___-5JA 143+65 TO STA 130'00 <br />____-_____\: 100 Ylr."L>lSCHARGE = ISOO cfs <br />---- --- AVG VELOCI'rV-MALN-.{;HANliEL: 6 I fps <br />- "" --- <br />.' <br /> <br />job <br />, <br /> <br />o <br />, <br /> <br />100 200' <br /> <br />'s", <br /> <br />"-'; <br /> <br />.~. <br />---- . <br /> <br />~ <br /> <br />~ <br /> <br />-~, <br /> <br />Gr-'lpt:lic-Sl:ole,-I~ Fee! <br /> <br />m <br /> <br />I <br /> <br />'" <br />.~ <br /> <br />5150 <br /> <br />:.1" <br /> <br />5150 <br /> <br />PR POS .fi XT SLO <br /><2 :5'x-e. fAe 510 ,. <br />PRO OSE \0' X 6~ :c:~- <br /> <br />.~ <br />> <br /> <br />m <br />o <br /> <br />5140 <br /> <br />5140 <br /> <br />+= <br /> <br />5130 <br /> <br />5130 <br /> <br />5120 <br /> <br /> <br />5120 <br /> <br />5110 <br /> <br />5110 <br /> <br />160+00 <br /> <br />155+00 <br /> <br />r <br /> <br />150+00 <br />Dl::SIGNl::D }lAP! DATE~ <br />DRAWN LLY OATl::~ <br />CHEC~EO .Mf,e _ o.ATE ~ <br />AEVISEO__DATE___ <br /> <br />145+00 <br /> <br />0_ <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />135+ 0 <br /> <br />130+00 <br /> <br />GROUNOCONTIWL SURVEY BY <br />AERIALPHOTOGIlAPHY lIY <br />TOPOGRAPHIC MAPPING BY <br />CONTOUIl INTEAVAl'2FEET <br /> <br />~ <br /> <br />HYDRO-TRIAD. LTD. <br />7500 W Mississippi twe <br />Suite 010 Building A <br />Lakewood, Colo. 80226 <br />303-934-2477 <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />PLAN 8 PROFILE <br />160+00 TO 130+00 <br /> <br />BELL MAII'PING CO. <br />DENVER, COLORADO <br /> <br />DWG. NO. GH-6 <br />SHEET 8 OF 30 <br /> <br />ADAMS COUNTY <br /> <br />GRANGE HALL CREEK <br /> <br />CITY OF NORTHGLENN CITY OF THORNTON <br /> <br />DATE FLOWN: JAN.14,1916 <br />