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<br />PLATE 11I-9a
<br />
<br /> , SztO
<br /> - -, .. -, ,_.. - - - .._, "
<br /> ..::C - - .. ...- _.--- ... -- ---- -, -
<br /> - -, ,-, -
<br /> -
<br /> - 1:::- - - - 5210:
<br /> - -, ,-, ,'= - , ,-
<br /> - ...- - r-== ,C=
<br /> -.. -..- - -
<br /> r- n_ . n, C' -,,- -, -- ---. - - .--- ,,-=" 1::=
<br /> ,- ,- ,-, c:_ I " '. -, CREST EL, &268 - 5UO
<br /> -
<br /> " '-, ,.. ., m -n: - - .-.... -
<br /> 100 YEAR DETENTION POND EL, 5210 -..- .. +-,- - .--- .. TH AVENUE
<br /> - ,.., -
<br /> - -, n._ :,
<br /> -, - J:. ;.-',\ suo
<br /> - 'I.:..:c.. - ---.. 1- "C= -- - -,
<br /> - ._n - .. -j-. -
<br /> F== f-- --.-- f-- "-' n ~?,~XISTING 10' INTERSTATE .S .
<br /> - ,- r-' '=:= '= ...;,.- ~.'::.
<br /> - - " .d.' .. -'t'~: .'. OIA. CULVERT "50
<br /> --.-: -ct .:)0: -;-'~ ' , . '.~- -
<br /> '- - '- ~.~ ~~ ',-:"
<br /> ,- :.--?;-::. L..-~. --.-'
<br /> .. - --~ ',7. .',' SEE PLATE 111-9 FOR NOTCH RIDGE TO MATCH LINE JOINS
<br /> . . SECTION THRU PROPOSED fl. 5234.0 PLATE 111.7
<br /> - - -- - . 52"0
<br /> - 1==- ' -, ,-- =\ STilLING BASIN ,-
<br /> -=-:::' 1 - ,...---:- -~ ' ,
<br /> .. - -, - . V~l(JSTING BRIDIE OPENING
<br /> ,... -. ~-- - --- .on", ,...
<br /> -- - .----- - n.. CAPACITY ADEQUATE FOR
<br /> [XISTIN~CHAN~EL ..., '. ,--- 1= r- :::::, ,- "Cj. 100 YEAR STORM
<br /> INYERT -.-- .-.- - '" $230
<br /> -'-- 1'--' ..:.. ,-= , PROPOSED: 000 COMPACTED DikE AND THROTTLING ' ~-'.;:, - --. -
<br /> -, ,.... CULYERT- DISCHARGE CAPACITY. 4 o ch.
<br /> J- -'- 1==-: ....- 1=- ,--: ..- .. 1.:,,-,-
<br /> ..on_ 1=='"
<br /> ,-, - t==:.--.-:: ,- ,-
<br /> - - f---."= -.... 't-:=c: - "'-..
<br /> .--.. ,- - uzo
<br /> _d '.' '. - --- -
<br /> .. "', - - - - -- ,-: ,-
<br /> - ,1=. , --... ,- - ,-
<br /> -t= I-C -, - ,- '--..-. 1==
<br /> .... -, 1-::-:, .. ... - -,
<br /> n._ ..- -- .. - 5210
<br /> 160+00 155+00 150+00 145+00 '40+00 13~1+00 132+00
<br /> ,2tO
<br /> ...-- - -- ,- i-==
<br /> U80
<br /> _1,= =--.. - ~
<br /> .:=: -..- - -
<br /> --
<br /> MATCH LINE 5270
<br /> - - JOINS PLATE 111.10 -
<br /> -
<br /> - 100 YEAR DETENTION POND IL. 5210
<br /> -
<br /> '210
<br /> 5250
<br /> -, '..
<br /> EXISTING CHANNEL INVERT
<br /> SUO
<br /> -_.. =..
<br /> -
<br /> 5220
<br /> 5210
<br /> 169+ 00 165...00 160+00
<br /> . COMI'Afft' [NGINEER: OPII"IO A.A..L...I..tL out: .....1011:101 ION FLOOD CONTROL DISTRICT DRAINAGE WAy PLANNING
<br />Il*DCOIlTItOL. IUItYI," IUIlIttOl 011"." '5.. OUI MAIlCN.ln. URBAN DRAINAGE AND MAJOR
<br />ItA" "HOTOI".""' " lIr1lJllOl . alII"..' (1I1CKlO 1101 OAfI M"ItCM In. STA, 1~2+80 TO STA, 169+00 Shut 8 of II
<br />OOI."""le IIlA"""" 'T M[JlIlK:K. COM_' ENGINEERING CONSULTANTS,INC. REYlth OUI CITY OF FEDERAL HEIGHTS ADAMS COUNTY CITY OF THORNTON NIVER CREEK
<br />ITOUII "nIIlV... .FT DATI now" ,,-.~- 71 OI:NVI:R. COLORADO 1I1VIUO our
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