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<br />-t_~ ~~600 ~ /f l~ \~~?, '- %7~?l' -1-:::==------I-,A7-.<':>OO lI. 100 YEAR FLOOD BOUNDARY '" ~l~
<br />~,- ------- r:. ~ I ...,- ONDER EXISTING CONDITIONS AND WITH ''i/.
<br />;,~) fr Jt.~ ~ ~ :..~ ~\1 <:: PROPOSED' IMPROVEMENTS -'b '" r
<br />-\-,",000' ~r0 j /- J;, ~ ':.'0c ~/~
<br />'i>;'" iff ,) 71 -\- ii 1 'i ~ ,~~::~' y -7
<br />\ ~ ~ ?, ~. ",,"Y 'b i" ~ /- -,;::_
<br />.jd '/N'>~~ .~,' ,/l},s;.s'V ~ -\- --'\ 0 " -JL.;:J~~
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<br />"~~~ ~I'I_' - \\...." Vf VI 'L[l> ~ \.d.'t\ " R
<br />~~&~ / ~'< :",7''';~~~r~'< ~! 0, --=-rc,,-," (~
<br />t;~ G -"':.-"" /%.~ ~... ~ "t..- --:
<br />~~ /;',:~~~~ ~~~ ~_ ~r~-/7/.C ;~r'o~
<br />~ "hi//' )\\ 0.~ ~ ~
<br />~~ ~~ /; ~?"rf!~ :[jlf ~~ 'Y O~~:f4 ~
<br />
<br />~iCHANNEL
<br />If. CHANNEL 100 YEAR WATER SURFACE UNDEfl 100 YEAR WATER SURF1lCE UNDER
<br />" ~ ,EXISTING CONDITIONS AND WITH ..l;- EXISTING CONDITIONS AND WITH
<br />__-=:::.::::-_+-_~. PROPO~:_I::EMENTS ______ ___..:=:=.:______, __-- ~::::o IM~EMENTS
<br />
<br />---t------------- ~ l' ~
<br />STA.495+00 TO STA.515+00 STA.475+OO TO STA.495...00
<br />
<br />1/
<br />
<br />~ THIS DRAWING IS A MASttR PLANNING SHEET
<br />REPRESENTING PREUMlNARY AND COHCEPTIJAL
<br />ENGINEERING. IT SHAll. NOT BE USED FOR
<br />jffJ rl. WBTRUCTION PURPOSES.
<br />
<br />
<br />~\..h \"':
<br />~~~O" c{ \
<br />]~~( j/ . ~
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<br />.;:~j; ... ... C-. Q : "
<br />O'-J(\- " " . .J '- 000
<br />
<br />fjf;jL ~~'" -::z~~ fj,o(]o~eg 0
<br />
<br />~. ~C::l{:::) J~ '''~
<br />I, iF 0;. //j~"'--- t>-' " ""l7l
<br />~D~~ARE:.'~~:GS:~~s l~CHANNEL ./: ~~ I";: ~ -;;
<br />~~~T!~Al<NE- f - /- -<<z ~~ ::- '1!-"'o-2~""~
<br />;----+--:.-=f~ '~ 1 \~
<br />STA.530+00 TO STA. 548+00 ~ IA I;:::. """ ,~
<br />~ CHANNEL~-' <.......L:!,.(~ W"" -'t..
<br />/'I~ 1 100 YEAR WATER SURI;ACE UNDER " I"" z::: 1'---"., ' ,'. \~
<br />--I ~XISTlNG CONDITIONs-rAND WITH .' ~ - . . ~
<br />---==--=----. R +ROPOSED.IMP~~EMENTS jILzY'- r---:::::
<br />---_ ,__ '.4 'J
<br />----~__r_- ~
<br />STA.515+00 TO STA.530+00
<br />
<br />OVC4'6B
<br />
<br />~ ?1:"~~\
<br />'/l/~ ~
<br />t-:. ~?~
<br />~~ ~~
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<br />
<br />PLAN
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<br />~~\
<br />~~y-.- V
<br />\~r(( \
<br />\~r,\
<br />
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<br />
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<br />
<br />-\-
<br />
<br />TYPICAL EXISTING CHANNEL CROSS SECTIONS
<br />
<br />~
<br />TYPICAL EXISTING CHANNEL CROSS SECTIONS
<br />
<br />GAO.OOOI'<
<br />
<br />10 !l 0 10 20
<br />SCALE Cf'FEET
<br />
<br />1O!l 0 10 20
<br />SCALECFFEET
<br />
<br />'"
<br />-
<br />
<br />,
<br />
<br />'"
<br />
<br />...,
<br />
<br />"'"
<br />
<br />SCALE OF FEET
<br />
<br />I'
<br />_ -1__'
<br />~~F--.,>'i.'.',",,:..-l=..
<br />-,,:c, --...-1
<br />:'- ...........,
<br />
<br />.' ;C-.
<br />
<br />- t--
<br />
<br />~:_-___.~i'.J ...
<br />
<br />-=-'-:1-' ....
<br />M'~......
<br />~ =::0:_ -
<br />
<br />..! :"":"1_ - -- - -
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<br />.. -; -
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<br />-'.::r~~- -"'''E-:~<~-'.J~.'~--' _
<br />f .:::-::::: -. ~. r-:--' 1-- ~-.:.:: --
<br />~J::=-=- -+--~ .~--
<br />
<br />~620
<br />
<br />.:_~'
<br />
<br />~610
<br />
<br />5590
<br />
<br />H,l'=
<br />--'--'=1, --f.:c"
<br />
<br />, - .:'--1--
<br />- -'f":::-':-!-- --
<br />__;=-:= m .
<br />
<br />.-+
<br />
<br />'OM
<br />
<br />--':::7-
<br />
<br />-,J..c.
<br />
<br />.J
<br />
<br />-.r::--:.
<br />
<br />--.-- - ---
<br />
<br />.-.::=1':- -
<br />
<br />~
<br />
<br />! .- - ,~
<br />
<br />5580
<br />
<br />.=
<br />
<br />_ -,,___._.+:'-.L_:
<br />...+
<br />
<br />__mo. .~'__~j
<br />- - ~.~-:--
<br />
<br />, +
<br />
<br />~~
<br />
<br />5570
<br />
<br />.~
<br />
<br />5560
<br />
<br />5550
<br />
<br />470+00
<br />
<br />480+00
<br />
<br />490+00
<br />
<br />500+00
<br />PROFILE
<br />
<br />
<br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
<br />
<br />ARAPAHOE COUNTY CITY OF ENGLEWOOD DOUGLAS COLtlTY
<br />CITY OF CHERRY HILLS VILLAGE CITY OF GREENWOOD VILLAGE
<br />
<br />510+00
<br />
<br />520+00
<br />
<br />5D+00
<br />
<br />533+00
<br />
<br />GROUND CONTROL SURVEY BY MERRICK $. COMPANY
<br />AERIA.L PHOTOGRAPHY BY MERRICK 8 COMPANY
<br />TOPOGRAPHIC MAPPING BY MERRICK $. COMPANY
<br />CON,TOUR INTERVAL 2' DATE FLOWN 5-31-1972
<br />
<br />ENGINEER: OESIGNEOD.R:-Y.D.LDATE 12/15/72
<br />DRAWN K.O. DATE 12122/72
<br />McCALL:-ELLlNGSONaMORRILL.INC. CHECKED R.B. DATE 1/e-I73
<br />CONSULTING ENGINEERS REVISED R.E.C. DATE 511/74
<br />
<br />MAJOR ORAINAGEWAY PLANNING
<br />LITTLE DRY CREEK
<br />
<br />PLAN AND PROFILE - LITTLE DRY CREEK
<br />STA. 469+00 TO STA. 550+00
<br />
<br />PROJECT NO. 72 URB 23.1
<br />
<br />DRAwtNG NO.
<br />SHEET
<br />OF
<br />
<br />10
<br />lOe?
<br />9
<br />
<br />
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