Laserfiche WebLink
<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 />