<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 />
|