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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />2000' 0' <br />M..r- <br />1000' . <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />- <br /> <br />I <br /> <br />C24~~ <br /> <br />I <br /> <br />BRIDGE OPENING <br />16.0'WIDE . !5.0'HIGH <br /> <br />N <br /> <br /> <br />2000' 4000' <br />, <br /> <br />.0 <br />~ <br />" <br />C <br />.'.'v <br /> <br />1;- <br /> <br />LEGEND <br /> <br />PLAN <br /> <br />100 YEAR FLOOD <br />PLAIN LIMITS <br /> <br />REFERENCE BASELINE <br /> <br />FLOOD HAZARD <br />LAKEWOOD GULCH <br /> <br />" <br /> <br />, <br />I <br /> <br />.f'./..' <br /> <br />. <br /> <br />(2440) <br /> <br />CROSS SECTION LOCATION <br />AND IDENTIFICATION <br /> <br /> <br />PROFILE <br /> <br />THE CENTER OF THE LINE <br />REPRESENTS THE 100 YEAR <br />~ WATER SURFACE PROFILE <br /> <br />THALWEG (CHANNEL INVERT) <br /> <br />CROSS SECTION LOCATION <br />AND IDENTIFICATION <br /> <br />CROSSING STRUCTURES <br />LQCA Tl0N AND IDENTIFICATION <br /> <br /> <br />':1;";.- ;t <br />~ .' <br />lIJ.," <br />O. <br />-'+J"fE.- V E Rj' <br />-, - -//' \ <br />~':t-2~A.!'E.P": :,:y~- ~ -" ~:-'~-"-."~~' C.'_~:~,~ .c-\i. <br />It"" 0 " ~ '~~ <br />-'-c. 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' <br />> <br />~ <br />3 <br />o <br />. <br /> <br />J?' <br /> <br />~ ':;~.: t, <br /> <br />, <br /> <br />+, <br />. <br />COLFA)t:T AVENUE. <br /> <br />.' .1 <br />cotFAX" I AVEN"~ <br />''''''II''!J }..." <br />~3; <br /> <br />"l <br /> <br />. , <br /> <br />.-- - ~p <br />, <br /> <br />>'j'~,': <br /> <br />".ce'",,/,,=' <br />,.t:::, <br /> <br />..:.;;;.; <br /> <br />~i".' <br /> <br />II, <br />''', ~1 ".. <br /> <br />6TH <br /> <br />w. <br /> <br />'-:-'t,t <br /> <br />,~,)" <br /> <br />! . <br />1'- <br />" <br />)---' <br />, <br />-' <br />I...', <br />Ill" <br />,',1 <br />r <br /> <br />, <br /> <br />'. '< 3: <br />I """tiiiTY"~.---..J'-" <br />~,l,,'__::~< ,,,~>,,\,~ , ~~.o~ <br /> <br />'1:." ...3 <br />- ~'k 4 <br />, -' <br /> <br />'.9~.':.:" "... <br />} ,-~~.' !! <br />------- <br /> <br />P' <br /> <br />~'1J,!'" c. '. <br />... "., <br />I <br />I <br />'/ y ,,,,v,,-"I,'~~I <br />;'>,\:1.'. ::::i:l <br />'",.A,,",' I~I <br /> <br />,~ <br /> <br />I""" <br /> <br />..: I, <br />-..; _--,:!....c _ A!:~E~ _ ~A.~~f.tlJE_ <br /> <br />o <br />.. <br />> <br />. '~ <br />/----., '":':::~,:~:,::.'''"! 0 <br />~ J).."~,.",,, . ~,,,,,,,>>1: <br />_ ~ _ _.; ,~-~_-=-~::r':~')~:'J'~'_-~ .: <br />, 'j 'I . .,; r i~' <br />~\_- <br /> <br />11,'" <br /> <br />- Cj <br /> <br />\ <br />. .., \.,,'-,,~~;<~~ <br /> <br />Z <br />OL <br />00 <br />~.>.."'- <br />L'" <br />L_ <br />.0 <br />""',;;,-' <br /> <br />,.. <br /> <br /> <br />-:I<~L..,., <br />/, <br />I \ <br />r ~.' ~,,~f .."L_~__ <br />, <br />, <br />., <br />, <br />, <br />"',w'l,,-:""", <br /> <br />~" <br /> <br />, <br /> <br />;::'~'~"%"; <br /> <br />;.; <br /> <br />L ,-\ 1\ ~: w n-H--I) <br /> <br />I. <br />I <br />I <br />I <br />I <br />I <br /> <br />~INDEX MAP OF PLAN <br /> <br />AND PROFILE <br />I'. <br />'-", <br /> <br />SHEET S <br /> <br />',l-I <br />I <br />, <br /> <br />,,0" <br /> <br />> '/' <br />r'-, -. <br />'---:"-1 r-_- ,,' <br /> <br />.J <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />SHT. NO. <br /> <br />City and County of Denver <br /> <br />I. <br />2, <br />3, <br />4. <br />5 <br />6 <br />6A. <br />7. <br />8. <br />9. <br />10. <br />II. <br />12. <br />13. <br />14. <br />15. <br />16. <br />17. <br />18. <br />19. <br />20. <br />21. <br />22. <br /> <br />City of Lakewood <br /> <br />Jefferson County <br /> <br />NOTE: FLOOD WATER SURFACE ELEVATIONS AND FLOOD PLAIN BOUNDARIES <br />ARE OFTEN REVISED BY ROAD AND BRIDGE CONSTRUCTION, "LOOO PLAIN <br />DEVELOPMENT, FLOOD CONTROL IMPROVEMENTS OR NATURAL PROCESSES. PRIOR <br />TO UTILIZATION OF TH IS REPORT FOR PLANNING OR DESIGN PURPOSES, THE <br />USER IS ADVISED TO CONTACT THE URBAN DRAINAGE AND FLOOD CONTROL <br />DISTRICT OR THE COLORADO WATER CONSERVATION BOARD TO DETERMINE IF <br />THE INFORMATION CONTAINED IN THIS REPORT HAS BEEN AMENDED <br /> <br />CONaULT'N" <br />ENGINEE"5 <br /> <br />~ <br /> <br />SELLARDS & GRIGG. INC. <br />l:oI1anw<><>d P...... 8145W...'14tl1....."..e <br />l..._<><>d,C<>kI 1<>811215 (J03jU8.M11 <br /> <br />r ~' <br /> <br />-'~ <br />": .'-'-";~: <br /> <br />'l'"" <br /> <br />: <br />, <br /> <br />I~,-" " <br /> <br />. ", ",~..,"' <br />,6TH -'';' AVE; <br /> <br />--II : I ~ <br />,., ' ..." .i:'~ r <br />r ;," '.w;' ~~. ! <br />l ,...' . <br />: -l2~~ ~,~~ <br />,. <br />e" <br />;J';; <br />'--'" J:. <br /> <br />I <br /> <br />1-':- <br /> <br />.. ! <br /> <br />~ r . " <br />'.ill": <br />:. ~~ '... <br />". 'r.. <br />'\~~'li:~ <br />0, ~;'. +".~,; <br />.. ~J;;,' . ,- <br />''7. ", <br />0., .; <br /> <br />." <br /> <br />. . <br /> <br />SHEET INDEX <br />TIT LE <br /> <br />TITLE SHEET AND INDEX MAP OF PLAN AND PROFILE SHEETS <br />MAP OF SUB-BASINS AND HYDROLOGIC POINTS <br /> <br />PLAN AND PROFILE. <br />PLAN AND PROFILE. <br />PLAN AND PROF 1 LE . <br />PLAN AND PROF I LE . <br />PLAN AND PROFILE. <br />PLAN AND PROFILE. <br />PLAN AND PROFILE. <br />PLAN AND PROFILE. <br />PLAN AND PROFILE. <br />PLA,. AND PROFILE. <br />PLAN AND PROFILE. <br />PLAN AND PROFILE. <br />PLAf'i AND PROFILE. <br />PLAN AND PROFILE. <br />PLAN AND PROFILE. <br />Pl.-AN AND PROFILE. <br />PLAN AND PROFILE.. <br />PLAN AND PROF I LE . <br />PLAN AND PROFILE. <br />PLAN AND PROFILE. <br />PLAN. <br /> <br />. . STA. 43 I 'tOO TO STA. 444-tOCl <br />STA. 407+00 TO STA. 43 I +00 <br />STA. 383+00 TO STA. 407+00 <br />STA. 361 +00 TO STA. 383+00 <br />. STA.2000+00 TO STA.2013+00 <br />. . STA. 336+00 TO STA. 361 +00 <br />. . . . . STA. 315+00 TO STA. 336+00 <br />. ST A. 290+00 TO STA. 315+00 <br />STA. 270+00 TO STA. 290+00 <br />. STA. 247+00 TO STA. 270+00 <br />. STA. 222+00 TO STA. 247+00 <br />. . STA. 200+00 TO STA. 222+00 <br />STA. 175-t00 TO STA. 200+00 <br />STA. 150+00 TO STA. 175+00 <br />STA. 125+00 TO STA. 150+00 <br />. .. STA. 100-t00 TO STA. 125+00 <br />ST A. 75+00 TO S TA. 100+00 <br />STA. 50+00 TO STA. 75+00 <br />STA. 23+00 TO STA. 50+00 <br />STA. 0+00 TO STA. 23+00 <br />ST A. 0+00 TO S TA. 15+00 <br />