<br />\~r'~
<br />~s.~o ~ ,--:,J[] ~ : .
<br />
<br />~6"oo ~-_~ 56/25 ~.
<br />~-~~:;::--.:::::..--- - - ,__:--- ~ '1-.1
<br />/ ",~, ~~ ~ '"" .-
<br />.--'<<'""/_.:.. --3'~, _ --.... ~~ _' - - !1
<br />5590 ---.-- _ _ -~ ", ",,-- .............-- ~- '1: ..
<br />
<br />
<br />
<br />~r'~~:'
<br />
<br />. .: .__ )"'1/.:: , , ' ,I ~ / /
<br />
<br />" '.I'sb/~
<br />~5510--_..._
<br />
<br />
<br />'.
<br />".
<br />~,;.O
<br />
<br />'--_.r.l
<br />_~,~~. C],
<br />
<br />7" 2!l
<br />SCALE~
<br />100 50 0
<br />
<br />~
<br />@
<br />"
<br />
<br />
<br />I FEET
<br />100
<br />
<br />c
<br />e
<br />",
<br />v
<br />'0
<br />00
<br />
<br />'s
<br />J.
<br />S
<br />
<br />/j' ,~
<br />/~, I
<br />,,/00.., ,
<br />// ;' j O~.r---"
<br />! / / ' I
<br />>, /! I I.,
<br />\ - \..,,/ /
<br />\( -,\ \\.::-:=---=-_:::/---"
<br />/------" )\2:\'--\ DO)
<br />./ ~"-- / '\-'::~\\ 'b\l I
<br />(. _, \~\ .~ ..J ".. '0'" I.
<br />\./ //) 1. ",-
<br />'--// ,'"
<br />-' / /
<br />
<br />(
<br />
<br />/
<br />"
<br />"
<br />
<br />00
<br />..,.....':?
<br />"
<br />.
<br />
<br />c '
<br />,<:~.:._~.., -....
<br />'~;~::r!s,
<br />_'/;~/ ~O
<br />/.,- ,_.' -'.,
<br />',,~;~ '
<br />//
<br />
<br />,~
<br />
<br />c
<br />"
<br />~"80':"':0
<br />
<br />j 00
<br />~""
<br />_ J-Vj~fj4i';
<br />~
<br />
<br />./ (I.
<br />
<br />/...~-
<br />
<br />/ /
<br />LOOD PL.AIN LJ,.tT
<br />ettANNa. CONDITIONS
<br />,
<br />,
<br />
<br />/'-\
<br />/
<br />
<br />i
<br />/- ---... ,\,1
<br />,
<br />-', l
<br />
<br />, 2
<br />C;>
<br />
<br />C::>'''._'~-.; --.-.~
<br />
<br />.'5515
<br />
<br />..j
<br />
<br />,',
<br />
<br />"
<br />,1
<br />
<br />1..0
<br />
<br />NOTE' JUNE, 1979
<br />AOOTlQNAL H'l'[JWJUC ANALYSIS OF THE REACH FROM
<br />S'mTlQN 292+00 TO STATION 32!5 +00 HAS RESll.TEO IN
<br />A OiANGE IN THE 100 YEAR Fl.OOO PLAIN LIMIT AND
<br />MTER SURFACE PROFILE ~ EXISTING CHANNEL.
<br />CCt.lDrTlONS. SEE NOD: HET FOR SYMBOlS.
<br />
<br />"'0
<br />
<br />1870
<br />
<br />...0
<br />
<br />
<br />
<br />-
<br />
<br />...0
<br />
<br />...0
<br />
<br />1110
<br />
<br />
<br />3
<br />
<br />1110
<br />
<br />TOPOGRAPHY BY PHOTOGRAMt,lETRIC
<br />METHOOS fROM AERIAL PHOTOGRAPHY
<br />TAl<EN OCTOBER 1,1973
<br />BELL MAPPING CO.
<br />CONTOUR INTERVAL: 2'
<br />
<br />DESIGNED ~DATE ,4"-7s'
<br />DRAWN~DATE IZ.'Z~U
<br />CHECKED~DATE~
<br />REVISED DATE
<br />
<br />~ EIIIGINEERS AIl.CHITECTS PV,NNER,S
<br />
<br />URBAN DRAINAGE AND FLOOD CONTROl DISTRICT
<br />ENGLEWOOO . LITTLETON. GREENWOOD VILLAGE. ARAPAHOE COUNTY. DOUGLAS COUNTY
<br />
<br />MAJOR DRAINAGEWAY
<br />BIG DRY
<br />
<br />MASTER PLAN
<br />CREEK
<br />
<br />NOTE:
<br />
<br />Thil dr_i"ll is. mlKt<< planning sh"t
<br />representing preliminArV .nd conceptu.1
<br />'''9,r,eerlr19 It shall not be uwcl for
<br />comtruct,onpurpowl
<br />
<br />
<br />
<br />
<br />'.
<br />
<br />TYPICAL CHANNEL CROSS SECTION
<br />STATION 510+00 10 555+00
<br />
<br />..10
<br />
<br />1110
<br />
<br />Nl<
<br />
<br />"70
<br />
<br />'''0
<br />
<br />
<br />1110
<br />
<br />"040
<br />
<br />...0
<br />
<br />...0
<br />
<br />1110
<br />
<br />Ii
<br />
<br />BIG DRY CREEK
<br />STA, 110+00 10 _
<br />
<br />LA,-I.t1-A,-0O2-A,
<br />SHEET 13
<br />OF ~i!
<br />
|