<br />I
<br />
<br />I
<br />
<br />
<br />~
<br />
<br />DA~U'" IS MEA
<br />
<br />SEA LEVEL
<br />
<br />,
<br />'MATCH LINE. SEE SHEET 00.12
<br />
<br />I
<br />
<br />,
<br />53950
<br />
<br />
<br />,
<br />5392..'5
<br />;:;'00
<br />
<br />I
<br />
<br />I
<br />
<br />f\ S
<br />5392.36
<br />
<br />UPPER LOWRY DETENTION PONO
<br />I. oe.igned10 eonloin IOO-yr Storm EVlnt
<br />Peok Inflow 3280 CFS
<br />flood Volume 900 AC-fT
<br />PtakOulf1ow aoCFS
<br />VOOme Stored 765 AC-FT
<br />Stor."olullltlotth
<br />ere,lof ElIItIl'QIIlcy SIOAC-FT
<br />Spillway (fin ~402,5j
<br />Z-SpiUwoy wOIo.aigntd to po.. pJIiIF
<br />/
<br />
<br /><J
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />"
<br />;~
<br />
<br />,,0
<br />
<br />/'1'+00
<br />
<br />~
<br />w
<br />
<br />I
<br />
<br />z
<br />
<br />I
<br />
<br />~~
<br />3.-t.t_3% J
<br />It:::::==-... ~, --- --==1
<br />','0 I I '0
<br />, Id.o'
<br />: '
<br />
<br />I
<br />
<br />,
<br />.539/.0
<br />
<br />/
<br />
<br />/
<br />/
<br />
<br />TYPICA~ DRAINAGE SWALE CROSS SECTION
<br />STA. 0'+00 TO 26+00
<br />NTS
<br />
<br />I
<br />
<br />16'00
<br />
<br />/
<br />
<br />Noll: POllibl1 ArtIo for Permanlnf PoOl
<br />
<br />I
<br />
<br />-.,---
<br />
<br />\
<br />
<br />
<br />~ ,~'"
<br />'~~~
<br />
<br />I
<br />
<br />o
<br />0;.36::>
<br />+
<br />
<br />, ~
<br />C,386'oU
<br />
<br />o
<br />
<br />B
<br />
<br />,
<br />
<br />'"
<br />'N
<br />
<br />~
<br />
<br />I
<br />
<br />10 Year WotlrEdQe
<br />~rot EL.539!5
<br />\ ,
<br />\
<br />\
<br />;....
<br />
<br />I
<br />
<br />I
<br />
<br />Nolt. For typlcol Embankment Section,
<br />s" Sheet No.1:!!
<br />
<br />-53.930
<br />,
<br />
<br />I
<br />
<br />iCALE IN FEET
<br />100 50 0
<br />~--
<br />" 25
<br />
<br />00
<br />
<br />w
<br />
<br />I
<br />
<br />z
<br />
<br />I
<br />
<br />6ROU..O CO~TROl SURVEY 6Y
<br />.I.ERIALf"HOTOORAPHY 8Y
<br />TOPO&RAPHtC "'''PPING BY
<br />CONTOUR INTIrRVoll' ~ FEE T
<br />
<br />OATE FLOWN: JU'IE 20,I,T4
<br />
<br />--:::"'- -
<br />
<br />--::-:
<br />,
<br />,
<br />,
<br />,
<br />;.
<br />
<br />--
<br />--
<br />
<br />
<br />~~-l
<br />I.
<br />
<br />:>3995
<br />,
<br />
<br />Mainlen nel Rood ROITI9
<br />
<br />~
<br />
<br />.-...........~..
<br />
<br />,
<br />1 : 540.'5.0
<br />l-- 100 year Flood Plo;n Limit.
<br />-after,lmprovlmMtl
<br />I
<br />1
<br />l
<br />1
<br />1
<br />I
<br />.
<br />I
<br />I
<br />1
<br />f
<br />I
<br />.
<br />.
<br />t
<br />t
<br />~
<br />,
<br />!
<br />l
<br />;
<br />.
<br />I
<br />.
<br />,
<br />I
<br />I
<br />l
<br />,
<br />'\
<br />i.
<br />(
<br />.
<br />t
<br />~
<br />I
<br />,
<br />l
<br />l
<br />,
<br />1
<br />~
<br />l
<br />':~;;;..;;.~~
<br />
<br />t
<br />;
<br />t
<br />t
<br />f
<br />I
<br />1
<br />,
<br />,
<br />I
<br />;
<br />~
<br />,
<br />f
<br />,
<br />I
<br />
<br />3401.0
<br />,
<br />
<br />j403.0
<br />,
<br />
<br />Cl
<br />,
<br /><:::,
<br />
<br />c
<br />~
<br />'\
<br />
<br />
<br />BELL MAPPING CO.
<br />DENVER,COLORADO
<br />
<br />U.S. ARMY ENGINEER DISTRICT, OMAHA
<br />.coRPS OF ENGINEERS OMAHA, NEBRASKA
<br />
<br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT
<br />
<br />o
<br />C'
<br />o
<br />,c
<br />",
<br />o
<br />
<br />z
<br />
<br />DENVER
<br />
<br />--
<br />
<br />Z~~om.
<br />
<br />SIIeeINo.14
<br />
<br />AURORA
<br />
<br />'t
<br />t
<br />;
<br />.
<br />JJ. 5403 ()
<br />~ '
<br />1
<br />i
<br />.
<br />,
<br />.
<br />,
<br />
<br />o
<br />
<br />54'JI.O
<br />,
<br />
<br />,0
<br />"
<br />~!
<br />z
<br />
<br />F. 2,17 j, ') DO ~--
<br />
<br />"
<br />
<br />6
<br />z
<br />t;;
<br />'"
<br />iry'
<br />
<br />J
<br />o
<br /><<
<br />It;;
<br />'-a
<br />~
<br />o
<br />o
<br />+
<br />'"
<br />~
<br />
<br />'l\
<br />::;
<br />
<br />"
<br />"
<br />Ii
<br />"
<br />
<br />E.2,'12,000
<br />
<br />iA-7
<br />540677
<br />(<1
<br />
<br />o
<br />D
<br />o
<br />"'
<br />ro
<br />o
<br />
<br />E.2,173,000
<br />
<br />.; f 2,172,500
<br />
<br />~
<br />
<br />'16403.0
<br />
<br />MAJOR ORAINAGEWAY PLANNING
<br />
<br />WESTERLY CREEK
<br />
<br />(5
<br />9~O
<br />
<br />'5401,0
<br />,
<br />
<br />5405.0
<br />,
<br />
<br />
<br />,
<br />5409<:0
<br />
<br />5409,0
<br />,
<br />
<br />')409.0
<br />,
<br />
<br />:=~
<br />q
<br />
<br />Q
<br />
<br />
<br />\
<br />
<br />( c:~
<br />\
<br />
<br />~
<br />/~
<br />(
<br />, ,
<br />1,542/.0
<br />\
<br />--~'-.J
<br />
<br />\
<br />i I
<br />
<br />5.
<br />-0
<br />
<br />
<br />--//-\
<br />I x \
<br />,,~4/9.0 "
<br />
<br />o
<br />o
<br />ro
<br />.;
<br />ro
<br />o
<br />i
<br />
<br />b
<br />
<br />5409.0
<br />,
<br />
<br />54/1.0
<br />,
<br />
<br />----- -
<br />
<br />
<br />\,5~/~~~_
<br />
<br />o
<br />
<br />54/1.0
<br />,
<br />
<br />5409.5
<br />,
<br />
<br />Q
<br />
<br />Q
<br />
<br />.,;4/1.0
<br />,
<br />
<br />Q 14/Q.5
<br />, ,
<br />
<br />
<br />-L
<br />
<br />'it/09,0
<br />,
<br />
<br />.5411.0
<br />,
<br />
<br />---
<br />
<br />UPPER LOWRY DETENTION
<br />DAM AND CHANNEL II
<br />STA, 3+ 50 TO 33+00
<br />
<br />SHEET
<br />!3 OF 29
<br />
|