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<br />. <br /> <br />PLOT ~ILENAME - ST~IN.PLT <br />PLOT DATE - 21 DEC l~qG <br /> <br />HEC-2 F"ILENRME <br />HEC-2 RUN DATE - <br /> <br />DESIGN. OAT <br />8/3I/J/96 <br /> <br />395m <br /> <br /> ~ 3 <br /> NOT : BRIDGE! YMBOL ",P ESENTS LO CHOIm <br /> ANa '"OW TOP 01 RORD AT XISTING B IOGES. . ; <br /> . <br /> ! : <br /> : . 3 <br /> I . <br /> ~ " ~ <br /> ~ ~ " <br /> J ! : f'-.)' V /" <br /> I ~ & ~ / <br /> I!I. : : <br /> / . <br />.z I ~ ! i-,~ Y' '--- " 1-' -- <br /> . / <br /> I l~ <br /> Ii --- <br /> ; ;'-r~ f--- -- <br /> Ii . !~ <br /> z I! <br /> .J X t-_-~ /' <br /> . <br /> , <br /> , ./ ~/ <br /> /./ L <br />s. ~ ../ V <br /> , / . <br /> 0 ...-- ...- ~ . <br /> - <br /> 1-"'- - <br /> --- ~ <br /> -- - ~ V ~ <br /> - <br /> ~ - <br />. . V- . - <br /> . - <br /> v:== ~-- - <br /> ~ <br /> /- . . STERLING. COLORADO <br /> - . - SECTION 22 STUDY <br /> - - <br />s /" LEFT BAN PIONEER OITCH <br /> --- FUTURE CONDITIONS <br /> ~ - RIGHT BA . Ie-YEAR LOCAL ORAINAGE FLOOD <br /> - --- lliJ-YERR ITH POND NO CHANNE I DESIGN WATER SURFACE PROFILE <br /> < -- ------ DESIGN I VERT 1 USRCE OMAHA DISTRICT <br /> . EXISTING INVERT DECEMBER lQQS <br />. <br /> <br />qs. <br /> <br />396" <br /> <br />5966 <br /> <br />q.. <br /> <br />15ct6B <br /> <br />'J \594 <br />. <br />, <br />e <br />w <br />w <br />. <br />Z <br />H 594" <br />Z <br />o <br />- <br />e <br />. <br />> <br />W <br />.J <br />Id s"\'S <br /> <br />5q46 i <br />, <br />e <br />w <br />w <br />. <br />Z <br />lSCWB H <br />Z <br />o <br />- <br />e <br />. <br />> <br />W <br />.J <br />S9S5 W <br /> <br />.q3 <br /> <br />3"". <br /> <br />3q2 <br /> <br />l5~5 <br /> <br />.Q2 <br />14BBIill <br /> <br />150813 <br /> <br />180"" <br /> <br />17BI/Il!I <br /> <br />18""1lI <br /> <br />1 ""I"li!J1i/I 2BI1II/JB 2 Ull/Jl1I 2221B" 251l1"" <br />DISTANCE IN FEET U/S FROM THE s. PLRTT~ RIVER <br /> <br />24BliJB <br /> <br />2Sl1Il1IiI <br /> <br />28B"8 <br /> <br />SQ28 <br />27999 28999 <br /> <br />PLATE 12 <br />