|
<br />=
<br />
<br />i
<br />
<br />S010 r--- _-
<br />
<br />"n~
<br />
<br />-,
<br />
<br />0000
<br />
<br />-,
<br />
<br />$040
<br />
<br />_....~~c,'
<br />
<br />"..n
<br />
<br />F LTG
<br />
<br />-f'. 1
<br />
<br />80+00
<br />
<br />""
<br />
<br />,
<br />I,
<br />+-
<br />
<br />.--
<br />
<br />, -'- -,-- .
<br />
<br />,
<br />
<br />.
<br />
<br />,
<br />.
<br />
<br />1-.
<br />
<br />I L.:t ~--
<br />+ I t~ ~ '
<br />;J:'- -.
<br />~f- I .-:1'-0"
<br />~ :--- ri..
<br />
<br />.." .
<br />
<br />1!
<br />
<br />II
<br />
<br />..,
<br />
<br />o T H SIP-
<br />
<br />85+00
<br />
<br />GROUND CONTROL SURVEY Ill' MERRICK &. COIlolPANY
<br />AERIAL PIIOTOGR.l.PHY Ill' MERRICK. COMPANY
<br />TOPOIORAPHIC MAPPING flY MERRICK" COMPANY
<br />CONTOUII IHTUVAL 2 FT DATE FLOWN i~.':'.-H "-'-7]
<br />
<br />1-'
<br />
<br />o
<br />
<br />,.
<br />,
<br />
<br />PROPOSED 30' DROP
<br />
<br />,
<br />;.
<br />-1-___
<br />
<br />.""
<br />". o,~,
<br />+ '
<br />1-:
<br />,
<br />~
<br />
<br />",-, .
<br />
<br />..-t.
<br />-~ ---4- _
<br />._, l
<br />-=-=J=
<br />,",
<br />
<br />V~[ Houl 1M
<br />.1>jPRO
<br />
<br />TH*NE
<br />- --1 --~ - --
<br />:":"~-r.'.\'
<br />
<br />,
<br />
<br />tL 50474.-
<br />
<br />'" I
<br />
<br />. .'
<br />
<br />~
<br />
<br />, ., -1 '
<br />., ..1' ",T C-'-
<br />, - --for
<br />_ i"'-'" ROAD EL ~047!4, ")" ,."
<br />. , +
<br />.,
<br />
<br />,T
<br />
<br />1 .. .~__
<br />
<br />~.. =.- ~~~ F-
<br />-- ~f-- --__~ ~- _-t-- - - -----
<br />~a::1 U,l ~ +- -_.~-=---t--__
<br />
<br />--- - r-
<br />c;:-
<br />=r
<br />
<br />.
<br />
<br />90+00
<br />
<br />ENGINEER:
<br />
<br />ENGINEERING CON5ULJANTS,INC.
<br />DENVER, COLORADO
<br />
<br />--
<br />
<br />95+00
<br />
<br />100+00
<br />
<br />tlESIGNEO_ A,S.A DATE
<br />DnAWN~.D,OATE
<br />CHECKED S,1l DATE
<br />REVISED SR DATE
<br />REVISED I(L.V,II. DATE
<br />
<br />12-11-74
<br />12-18-H
<br />122374
<br />17-75
<br />3-1-77
<br />
<br />I
<br />-+-
<br />I-
<br />
<br />RQV'~IS !
<br />
<br />'"
<br />
<br />-
<br />
<br />-- --- +--
<br />
<br />r-
<br />
<br />---I
<br />., ~' FUl TON Inrr.c.
<br />r?---AI _ ~ INV RT 1=--::
<br />-_ -_ _ _ _ I fl. 04~ ~----.-~
<br />.., -"
<br />. n'ne.. ZI:;~ .-
<br />
<br />,
<br />., i-:>".A;+-
<br />
<br />1
<br />,
<br />
<br />---_/
<br />
<br />J'i.
<br />\
<br />-'t
<br />
<br />\
<br />
<br />.. .. ,'- i Fm\rr
<br />~~ _ I INV!ERT
<br />"i
<br />-f
<br />-I-c j ,
<br />
<br />~.
<br />
<br />EL ~029_.
<br />--_:-~------
<br />,
<br />
<br />, I~~' m, lllT
<br />_--1__ :----1 -
<br />=:0= """ 1m JIT:HlOO<' 1ll1FlLES I
<br />
<br />" ,
<br />.-~"'c
<br />_ 0;--'
<br />+ ."
<br />
<br />I
<br />
<br />._0-"'=
<br />
<br />'III "....T
<br />irON RdAD
<br />
<br />105+-00
<br />
<br />-;to
<br />
<br />n'
<br />
<br />e- ..1
<br />I.~ .21
<br />+- ~'J+
<br />~ ..
<br />
<br />, --
<br />110+-00
<br />
<br />~ - t
<br />.I-
<br />-L ~
<br />
<br />.t
<br />I
<br />
<br />t.
<br />
<br />r
<br />
<br />~~~t
<br />1
<br />+
<br />,
<br />
<br />: '"
<br />.ct,::
<br />
<br />"
<br />
<br />-..;.
<br />1
<br />
<br />:
<br />
<br />CITY OF AURORA
<br />
<br />, .
<br />
<br />j .,'.:
<br />
<br />1
<br />,
<br />.
<br />I
<br />I
<br />,
<br />,
<br />
<br />i
<br />
<br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
<br />
<br />115+00
<br />
<br />ADAMS COUNTY
<br />
<br />ARAPAHOE COUNTY
<br />
<br />t
<br />
<br />NOTE: I.
<br />
<br />THIS IS A PRELIMINARY ENGINEERING PLANNING
<br />DRAWING AND SHOULD NOT BE USED FOR
<br />CONSTRUCTION PURPOSE
<br />
<br />2
<br />
<br />CHANNEL IMPROVEMENT IS SUGGESTED AS SHOWN
<br />
<br />AREA CURRENTLY USED FOR MINING GRAVEL.
<br />AFTER COMPLETION OF GRAVEL OPERATION A
<br />PARK IS PROPOSED IN THIS AREA. THE ALIGNMENT
<br />AND CHANNEL DESIGN DOWNSTREAM OF FULTON
<br />DITCH SHOULD TAKE INTO ACCOUNT THE CURRENT
<br />LAND USE
<br />
<br />,
<br />
<br />_ TOP OF
<br />e, >0.4
<br />
<br />r;l+:
<br />
<br />,
<br />
<br />.1<-
<br />
<br />, '"
<br />,
<br />!--
<br />
<br />D1TFH I VERf-- - 1---
<br />1--'
<br />" I--~
<br />
<br />HI
<br />,~
<br />
<br />-1
<br />
<br />i
<br />
<br />.-c+=
<br />I.
<br />1-:,
<br />
<br />,-+--
<br />
<br />LL
<br />
<br />~~
<br />
<br />~
<br />
<br />~..
<br />
<br />c:.-r.
<br />
<br />: "
<br />
<br />125+00
<br />
<br />, ,
<br />
<br />:::
<br />t
<br />
<br />i
<br />. ~
<br />
<br />I
<br />1--.1-
<br />j __~-L_
<br />
<br />,
<br />;roo-
<br />
<br />=--
<br />
<br />, 1-.
<br />
<br />f
<br />
<br />-.
<br />
<br />L
<br />-'-
<br />
<br />'T-'
<br />
<br />11-.
<br />L-.f.
<br />
<br />1-
<br />:1
<br />
<br />j
<br />
<br />L
<br />
<br />f.~ -.
<br />,.
<br />-1--- --.:...__
<br />+-
<br />-:----+--
<br />
<br />r
<br />I
<br />
<br />-.
<br />
<br />f--l_-=-
<br />=~
<br />
<br />:
<br />
<br />MAJOR DRAINAGEWAY PLANNING
<br />
<br />FIRST CREEK
<br />
<br />":
<br />T
<br />
<br />PROPOSED I MPROVEM ENTS
<br />
<br />I.. STRUCTURAL
<br />I. PROVIDE 3.0' DROP AT STATION 108+ 10.
<br />2. PROVIDE BOX CULVERT BRIDGE UNDER BRIGHTON
<br />ROAD 4 NO. 15.0' II. 4.0'
<br />
<br />3_ RELOCATE 2.AND 4M GAS LINE AND ELECTRIC
<br />CABLE.
<br />
<br />4. PROVIDE SIPHON UNDER FIRST CREEl< FOR
<br />FULTON DITCH I NO. 7.5'x 4.0~
<br />
<br />JI.. CHANNEL
<br />
<br />REACH BETWEEN STATIONS 80..05 TO 91+80.
<br />REACH BETWEEN STATIONS 93+00 TO 108"00.
<br />REACH BETWEEN STATIONS 128+50 TO 134+70.
<br />
<br />SEE DESIGN DATA.
<br />
<br />,~
<br />
<br />St:ALE OF FEET
<br />'"
<br />
<br />."
<br />
<br />o
<br />
<br />""
<br />
<br />:',
<br />
<br />n_
<br />fC:
<br />
<br />~=-
<br />
<br />__ _4-
<br />.,.
<br />i-
<br />
<br />--- --- :
<br />'-f-;
<br />
<br />I
<br />
<br />.,,'::==
<br />
<br />t
<br />
<br />~.
<br />
<br />~070
<br />
<br />.-'--
<br />-;:
<br />
<br />BED
<br />
<br />,
<br />.
<br />
<br />~060
<br />
<br />'-1-- .
<br />
<br />~------i=-
<br />n I :
<br />
<br />.~. ..:&&5
<br />
<br />$0$0
<br />
<br />no
<br />c,
<br />
<br />50"0
<br />
<br />f-
<br />
<br />5030
<br />
<br />. it<> , EAR 5i~.;;'
<br />
<br />lAVE.
<br />
<br />OW VE
<br />HAN tfEL
<br />-.
<br />
<br />OCI!!:, .
<br />OctT!, ---
<br />
<br />.
<br />
<br />_.
<br />
<br />, .
<br />--
<br />
<br />,
<br />
<br />l
<br />
<br />130+00
<br />
<br />134+70
<br />
<br />PLAN AND PROFILE
<br />FIRST CREEK
<br />STATION 80+05 TO 134+70
<br />
<br />DRAWING NO. II
<br />
|