<br />Qq/,,*~
<br />~~t!/
<br />~/~- "
<br />, '" '" _______ w\F
<br />'1 v~~ ~ ' " "
<br />~. . 'S~~~ . ~~~b'" .* ~",<9"'IA~;'':;;' .~
<br />-iP~~ ",', 'V '. -),W\ ~;"o 1/
<br />~ --#7(;1!'; ;;cs.<(<:i: '}.,~~ n: ,,(; ,d' ,. : (d)
<br />fl~~~li:.-n N."'" :----.~ "; . ., ~ . ~~ (
<br />Oii'~"l~y,'~'-^'Z/>/,'Y~ ",\2 ,-~' ~/ j, c1if'-16U'" ~ v.
<br />'M + ~~fj,,~~~ ~<0 '/~ ':7 :ffZ/}:" """ ,'. ~<\'1J1f/?';:UQ I---V 1<'
<br />~,.~~,,()~ ){<;):~:Q~!: ","H <)!'L' ~ y G ?Jljj~,.,. ,i[l , l1; ~~'-V
<br />Vi- ",dkd-A".;; 0""" . ~ \\7,; J "G"- n 'L1 ",[]
<br />;;." I\.HI'-'I~/ c;Jll RJ ~OO,:ft(}-- 1\ /\''SU\:O:;".." !"U 0 '
<br />--- ~ ~ ~'L,J/ y'W{CldcJdo
<br />\'------, 0 ~ 14:"0 1:':.... '--:. c,'X~ 0 , 0
<br />~ b + qqb~~ +
<br />
<br />o
<br />.
<br />
<br />+
<br />
<br />. .=:c:r=--
<br />
<br />5730
<br />
<br />5720
<br />
<br />-. ' ...
<br />"::-"'-" ....-
<br />
<br />~,-~:= ~:~
<br />- j~-=-
<br />
<br />5710
<br />
<br />5700
<br />
<br />~-
<br />
<br />5690
<br />
<br />5680
<br />
<br />i
<br />
<br />5670
<br />
<br />5660
<br />
<br />5650
<br />5501"00
<br />
<br />560+00
<br />
<br />+ + +
<br /> -'
<br />, "
<br />" " l;
<br />0 0
<br />0 0 0
<br />0 0 .
<br /> roo YEAR FLOOD BOUNDARY
<br /> UhtlER EXISTING CONDITlOOS
<br /> AND WITH PROPOSED
<br /> IMPROVEMENTS.
<br />
<br />+
<br />
<br />+
<br />
<br />+ 64l,OOON
<br />
<br />Lr-"c. CHANNEl..
<br />~ YEAR WATER SURFACE UNDER
<br />I EXISTING COttOlTIONS AND WITH
<br />PROPOSED IMPROVEMEN1S
<br />- ~ - - NOTE' THIS :,NG IS A MASTER PLANNING SHEET
<br />REPRESENTING PREUMINARY AND CONCEPrUAl.
<br />STA 548+00 TO STA.562+OO ENGINEERI\IG.. rr SHALL NOT BE USED FOR
<br />CCHSTRUCTION PURPOSES.
<br />
<br />,
<br />
<br />"
<br />-8
<br />o
<br />
<br />~~
<br />",\: -:----- s??o
<br />
<br />00J~
<br />iDE;: ~ v \\ '-- S?8o
<br />.. ~
<br />'-~
<br />~
<br />
<br />b
<br />o
<br />o
<br />
<br />-t 640.500N
<br />
<br />4'- CHANNEL
<br />100 YEAR WATER SURFACE UNDER EXISTING
<br />___ _ =:NS AND WITH PROPOSED It.FROVEMENTS
<br />
<br />
<br />STA. 562+00 TO STA.573+00
<br />
<br />s?
<br />
<br />o
<br />o
<br />l
<br />~E: &: COMPILATION OF'
<br />J I \ 1 \ I UTTeE DRY CREEK
<br />U \\1 STA. 585+50
<br />/
<br />,/
<br />
<br />..J~
<br />1
<br />
<br />~ CHANNEL
<br />100 YEAR WATER SURFACE UNDER EXISTING
<br />CONDITIONS AND WITH PROPOSED IMPROVEMENTS
<br />'---- -~--
<br />
<br />STA.573+00 TO STA,590+00
<br />
<br />/II
<br />
<br />,
<br />"
<br />
<br />+ 640,OOON
<br />
<br />+
<br />
<br />+
<br />
<br />+ 639,500N
<br />
<br />TYPICAL EXISTING CHANNEL CROSS SECTIONS
<br />
<br />2~
<br />
<br />~ , ,----
<br />.
<br /> PLAN ..
<br />, ~OO 400 "'DO W
<br />SCALE OF FEET <
<br />
<br />1050 10 20
<br />SCALE OF fEET
<br />
<br />1__ .t
<br />
<br />--
<br />
<br />._u~,
<br />
<br />!~~i=A
<br />_-~v:i <t f. -. 1----
<br />':~~t-.+
<br />C-'-1 -- . . :r:. ;;z':::":C.t'::-:
<br />
<br />~ - --1-
<br />----I
<br />J
<br />
<br />:+
<br />
<br />::r
<br />C=C-:r-_
<br />~------
<br />~I ~. .
<br />
<br />. ..::=8:'
<br />
<br />\'
<br />
<br />- f--
<br />
<br />---=--F~
<br />
<br />_._'-'-f:--
<br />
<br />r
<br />...J. __
<br />
<br />1:::
<br />
<br />~_.
<br />
<br />=t:.:::,-
<br />. -:j--
<br />
<br />._--1.-
<br />
<br />---
<br />
<br />+.
<br />t.-____
<br />_._._~
<br />
<br />. --r::-=
<br />
<br />=
<br />
<br />:f- -'
<br />
<br />+-
<br />
<br />I
<br />
<br />Ii
<br />
<br />570+00
<br />PROFILE
<br />
<br />"0+00
<br />
<br />590...00
<br />
<br />GROUND CONTROL SURVEY BY MERRICK 8 COMPANY
<br />AERIAL PHOTOGRAPHY BY MERRICK 8 COMPANY
<br />TOPOGRAPHIC MAPPING BY MERRICK 8. COMPANY
<br />CONTOUR INTERVAL 2' DATE FLOWN 5 31 1972
<br />
<br />ENGINEER: DESIGNEDD.R;-Y.D.!:dlATE 12/15/72
<br />DRAWN G. L. f. D6.TE 12122/72
<br />McCALl.:-ELLlNGSON a MORRILL.INC. CHECKED R. s_ D6.TE r 15173
<br />CONSULTING ENGINEERS REVISED R.E.C. DATE 5/1/74
<br />
<br />MAJOR DRAINAGEWAY PLANNING
<br />LITTLE DRY CREEK
<br />
<br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
<br />
<br />ARAPAHOE COUNTY CITY OF ENGLEWOOO DOUGLAS COUlTY
<br />CITY OF CHERRY HILLS VILLAGE CITY OF GREENWOOD VILLAGE
<br />
<br />PLAN AND PROFILE - LITTLE DRY CREEK
<br />STA.550+00 TO STA.585+50
<br />
<br />DRAWING NO.
<br />SHEET
<br />OF
<br />
<br />II
<br />LOCB
<br />.
<br />
<br />PROJECT NO. 72 URB 23.1
<br />
<br />
|