|
<br />~ - (ij \ NOTE: THiS DRAWING IS A MASTER PLANNING SHEET
<br />Lr l GOo ~ REPRESENTING PRELIMINARY AND CONCEPTUAL.
<br />~.. ,,~ ~~~I:;:~~~~O~Tp~~~~~:~.T BE USEO FOR
<br />8 ~ //~ 8 8 ,).>---___..-1/'>/v . 00 1/ :: \ i tj/~' /'
<br />~ 1 ,,0A '~~~ir" JI/jrr :~~rS Lf-L 100V<A..w!BCa<DARY #!~(;" l' \ ~ /~i~ ~
<br />. ~ ,///.. "'II ~~o~""'" 5S?:0 ---7 UNDER EXISTING CONCI S ~V / &0 \ SHEE.!_2 WI..lo&W~CREEX ~ii!i:?;'" JlI ~\.
<br />~I ~~ ",O/o//" ': 0: ,_ j~ '/,II,^~~ v. _~, '0 W'THP'O~~ ' ""'WOOO"," ..-lir(~~"D --~ (\ 1;,(
<br />!~:-~ ," /",+ , :. ,'" "',,,,, ~ ,,;7~-c% -,,- ..' ~,. (~Jii~~~
<br />~~~,~ ,~_:~'<I.( ~~~ \~./---~~o~~ ".~_~" r..~s:c~ ~~f\);'~~~
<br />:"V~~ 10.0 \~= "'(/ (/:I'VOOOOOO~- I":' PR~!~~~ J)~ ~~ [1'(2 Ijv)/ ~
<br />i:~ "'- , , -" ' "'" -0 ~o..~ ' "'" ,,,,;;6: ~/ <E"",o ~~ M;rMPROVEMENis, ~ I____:V---: ~'v,~))(~ ~ FLOOD':;;'". RY ~.~
<br />:" 1. ",0 A/~ f~/i':\. ~ ~ :.:',,<((\~ /" '''''OD,
<br />o ., <f" ~%^ ,,~" <,p;e::-"))'iW - ~~-_~ ~ /I ~"-'~C""v.----- ~~~
<br />~~ A: '-----:-.;:;'7~ - /d N/-I-'~// ~~( ~ - ~~ '-- x" ~~ ~~~ ~
<br />*:---:<{;'I , ,~__ ~ ,~~:?" - ~:J\\~\\ ~ /I
<br />(II ('?"'-- ""5' -1-' ~ ~5'O' 8-=-1 ) \~ I?,''''-~ ,^' ?II!/
<br />-I- ;.--: / . :C\ ,\~~/'l'1I\:r ~ > '/ ~ ( \~~"N"'OOo ,
<br />-I- '\" l~ c: ~\
<br />'/I' / ~. / -I- 'II ~~'~~DD \~_'
<br />// I i- LEGEND -+ 2.162..500 f /""" __
<br />--_ 100 YEAR FLOOD BOUNDARY UNDER 5620
<br />EXISTING CONDITIONS.
<br />
<br />/ /
<br />
<br />~~
<br />
<br />PLAN
<br />
<br />-_ 100 YEAR FLOOD BOUNO/,RY WITH PROPOSED
<br />IMPROVEMENTS.
<br />
<br />'00
<br />P"""""I
<br />
<br />o zoo 400
<br />
<br />,"D
<br />
<br />SCALE OF FEET
<br />
<br />5610
<br />
<br />'''=m
<br />
<br />5600
<br />
<br />5590
<br />
<br />~
<br />
<br />5580
<br />
<br />5570
<br />
<br />5560
<br />~
<br />5650
<br />-
<br />15540
<br />~
<br />5530
<br />.-
<br />
<br />-
<br />
<br />~~
<br />
<br />5560
<br />
<br />65150
<br />
<br />~~
<br />
<br />~
<br />
<br />5620
<br />0"00
<br />
<br />5+00
<br />
<br />10+00
<br />
<br />15+00
<br />
<br />20"00
<br />
<br />25+00
<br />
<br />'.,.00
<br />PROFILE
<br />
<br />35+00
<br />
<br />40+00
<br />
<br />45+00
<br />
<br />50+00
<br />
<br />65+00
<br />
<br />60.00 $2'""90
<br />
<br />GROUND CONTROL SURVEY BY
<br />AERIAL PHOTCGRAPHY BY
<br />TOPOGRAPHIC MAPPING BY
<br />CONTOJR INTERVAL 2'
<br />
<br />MERRICK 8 COMPANY
<br />MERRICK os. COMPANY
<br />MERRICK B COMPANY
<br />DATE Fl.OM\l 5-31-1972
<br />
<br />ENGINEER: DESIGNEDDR~Y.nL.DATE 12115/72
<br />DRAWK G.L.F. DATE 12/22/12
<br />McCALL-ELLINGSON a MORRILL ,INC. CHECKED R.6. DATE 1/5/73
<br />CONSULTING ENGINEERS REVISED~DATE 5/1/74
<br />
<br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
<br />
<br />ARAPAHOE COUNTY CITY OF ENGLEWOOD IlOUGlLAS COUNTY
<br />CITY OF CHERRY HILLS VILLAGE CITY OF GREENWOOD VIlLAGE
<br />
<br />MAJOR DRAINAGEWAY PLANNING
<br />
<br />LITTLE DRY CREEK
<br />
<br />PLAN AND PROFilE-WillOW CREEK
<br />STA.O+OO TO STA. 62+00
<br />
<br />wel
<br />.
<br />
<br />PROJECT NO. 72 URB 23.1
<br />
<br />DRAWING NO
<br />SHEET
<br />OF
<br />
<br />22
<br />
<br />
|