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'- )~2680 "\ -,. If . 'I~V ':) ( I I,' ]'X)I' I _ __$~ \ ......... ~.~ ~ __ \ ) \. / "\. I! < /j 1> ~ ~ / If It I: ,\, >~, L EiG rAIn ST/fTlo.W"&:0+90 ''''----,y , , ... ;-',,", ~...-" - ", ' " I, /', 1.--: ~f C' 'I ,n;'~ i','l, r" I,' - ":rJ J::.IVU IMI/I ~oJ -- (/ / I ',I ''''''''<::/;:.:::''",' " I. ',' \/ 'Ill :)"; \') L--l Q GRANGE DROP STRUCTURE" , :,\ ,,',- \ ,-::~~-~~~:~~:~,____'.."t,~_-\,,~ ''-", '~l' , ',\ i, ,:.~'~,,~, I:\~~~)\!~~'" 'CJ CROSS SECTION LOCATION -----,'_... -' -- - -, "'~~*'-'.:.~, '>.:_2...:l \ fj_<li\-'-", \ Ii ,~-':"~., '-'-;),,' i'l ' 98"'""'sq9~ PURPOSE: CHANNEL STABILIZATION TO " .- ---.~. " ' "<)"",,,,,-,--~ - k' Ii ~, \ I,' ---. " ,,"oo'n"oou~ ' ,4""-,,,;;.. l ' "f1[J~"~'I' C' DROP STRUCTURE CONTROL MEANDERS AND VELOCITY AND ' ,'...'h _~ - &,~ ,"v I ~ ",)1 "::-::-,,,"')\' 1\ ' ___ BALANCE FLOW IN MULTIPLE CHANNELS, , ~- -:. " ___ ',/ M~:;;' ,,~~,-=-:.::::.?,,:;,:::, ~'~,,J,_--.: J ...... '\" i I: - j,t, j / ,: 100 YEAR FLOODPLAIN PROTECT HIGHWAY EMBANKMENT " '----_____.', /;7"~ I\\\\:~:c-;:t~~~'."'-~-_ '-\, ; gl! 1Ii:l/ _ _ _ _ FOR CONSTRUCT/ON DETAILS SEE SHEET 8 -- , '.. "~~;/ :-r.. \ "\',,, .': :"'.> .~~" '~".'"" -,. -':::':.::.:;",:::,~",\, Ii :1 _ FLOODWAY BOUNDARY " ,~\ "-- J ", > ~ ,,- , 1/ HIGH PRIORITY .', - /-' 0""J'V.../_~ '0-J \ \y,' , ' ", "', c'~'..>, ,"'~- \ ,; ::1 i -----.<~TA~b~"~60+40 <:.. _ '"'' ,t(r'''\~~,;~:\" ::~' ~-::::~~:2:"-":-,:-::;.._:::".._", )l,~~;'..< -, ,....... '\ \~ ~ :tz. ~z.'^ ~",-, '~> ~ ;:';:"1-, ~ ----:--:: SAN/TAT/ON PLANT DROP STRUCTURE'" STAT/ON 266+'50 nn ~." EAGLE HOLE DROP STRUCTURE ~ eX) N ~ eX) <0 ~ M o M ... o z > '" 2 w 2 :li . V C - ~ '5 ~ "> :::: w J: ... o :Ii .. w w Z ~ w w J: ... ~ o ~ "> ~ 2 Q. * V> .. l!? \n g.l!? Q) Q) Q) +,~g> O~5 .- '0 :;E V 5 c: O~,Q \n '" 13 \n ~ 2 <( $ 't; c: c: ,- 0 ~~U WU LIJ ----.. -00)", c: ~ -- Q) ,-=c: a ::J c: ~o 00. U 0) Q) ~ '" ~ " 13 '> ~ CD m v o CD " o w ili;. ::'::::l ~~ z!f ::>w ~~ "'... ~ "'~ ZO "... ~~ ~~8 ~wz "'w cr:~t: ~5i~ u8~ s~ J:x \1w ~... "'8 OJ: Z'" "'Ii ~~ J:.. !fit i~ "'0 ~~ "'0 ~i1l "'~ 2i> ffi5 ~.. ..0 ,"0 o~ z::> '" ~~. -'" '"" "'II' ~8 ;i~ /'" (i Ii' '\ t-.. V( " v- ~ ~ f;j ~ 1c1'.,. ~ 1\ ~ II "J l ~ /.' ~ / 'J ~ 6 "' ~ c Q 1i j o u ~ oJ: III c: ... o .r. - ... III > c Q ~ '" ~ ;J ~ ~ v ! (/) - - .- .D o a: O'l CD LO X ~ o a: ,'- i' \, ~ /1 ~ ~ ~ ..... "< ~ o / " .. > o i!. 0. .. . 6540 ~ BASE FLOOD ELEVATION " I i ' : I C- c '" ~ o ~I ______________ ~oo YEAR FLOODPLAIN n :/) :-, c '" ';;; .. o (-1 (EXISTING) PURPOSE: CHANNEL STABILIZATION TO CONTROL MEANDERS AND VELOCITY AND CONTROL EROSION AT SANITATION PLANT FOR ':4S BU/L TU DETAILS SEE SHEET 9 SCALE: r = 200' PURPOSE.' CHANNEL STABILIZATION TO CONTROL MEANDERS AND VELOCITY AND PROVIDE CONTROLLED FLOW INTO BOTH CHANNELS FOR CONSTRUCTION DETAILS SEE SHEET 10 HIGH PRIORITY [ l~~ , M / ~ o 100 200 1 400 J!! o o I') ';Jo (f"le (.., I) r.\, " o z l{! ~ ~ ~ lI) ~ ~ Cl k t'l ~ ~l<) 't "i[ ~ '" <:) 1t =I: ~ ~ ~ w~ ~~~~ ~ ~~Kfi! h j:!~15~ j:! ~~~;<: lI) ~-!g t; ~ ~ K 15 ~ II} % 1l..:k ~~~in "i ~~~ 10 t"j -t' II ~ ",ljj~ ~ ~~;:j ~ ~~~ ~ ~~;o, 11) ~ t:; tJ TO ESTIMATE THnNCREASE:lN WATER SURFACE DOC rOA DROP STRUCTURE, THe FOLLOWING PROCEDURE IS SUGGESTED: NOTE.', ~ o~ ~ u... <:) :::, h; ~ !:;~'<) ~ lI)!!:l '< cs 1l..: =I: '1 i::: ~\lJt<J ~ <::l~~ lI) "'Kfi! 19~~ ~~a5 kl"''-' LEGEND' '" ~ . ~ '" ~ ~ lI) NA TU'M COf'CI.~ trE'ACJf INf'tvovcro /!fY'MOP !/'fflIlCTU'IE' ~81se' _-- _--I ~t -c'-C-- =j.:.:.:\ /II~1ffi } 500 ~ YEAR f'LOOlJ ' "..I"~ " , NA rURAL cQNOIt!QN.S 5!. ' 'L :~""'''I!I'( c , /00 ~ YEAR rLOOb. ---- 50 - YEAR FLOOD 6580 --- '~I.'Jt.~ 6580 . -- - -,"10- YEARFrLOOD 'if I.. t:J ~ ~ lI) ~ -.J ~ ~ JII3:/I' 'SIilil "'/11 STRE;AM BE/) ,,0 ,DASHED. JJNE IS DRAWN: TO APPROXIMATE; THE: NA/URAL CONDITIONS WATER SURFACE THROUGH THE DROP STRVCTURE AREA CROSS SECTION U:X;ATION . .. .. . . . : 6570 6570 : ..... ~ .--: --~:--- - - ..~~~ ~~...7:": -""'~ ,~ . ~ t\,j ,6560., ':,... ~ !"" j::: "~, lI) -'-- - -~~ -"""'- -;......-- -- --- ~.-::;;-- iIP/!/."" 6560 ::!: ~ !?' ' - 1/(,"-/1/37/ -.~?- -~---....--- -- -- -- -- -- := -- -- III""'; . . . . . . . . . . . . . . . : - - -- -- --:-...- --- 6550 .. ... ....... . -~ -==-~~ -- If I '3' (II'" '" '''''; """ 'h: :': '~ ; 'tIj u 'u 'u '::: ~ __ ~ " ~ '<.,1 ':,~ ' u ':__ ~ 6550 ~-= -.-. - i.:._-~---~ -::..- -- - : ..... 1(/~llj?11 -- ... .. .... _;l/'3',ll/ ~ ~- - --- -- - 6540 =:.0. -~-:.. ~ - - 6540 ........................ .. ... ......... .. .......... ..... 111"",11 ;;. -- ._;::;:;~~ -- - ~~- - ~.~.~ ~-- .. - 26800 265!l0 -I"""P~ ill::: ,,- '== .. - - - ~ ~- -........ -:-- ~~.~... ~.- .-::.-~:-- ... _..~.- ....... ..- .................. .................... .... . ..,.." .. .............. .. 6q~0 Ili~jll ~Il!:::, 6530 -=- 6530 -- --~... -..... ....................... .......... -- /II~III!!JII~n. 6.G9 oS80 2$710 5020 : ........ ..... . " ~Il :ai-:,' : .. : ... 2604 ~OS ........... . ...... ... ........ :,: ; ::,:,: :,',:,:,:",,,,, ,',:",' ',:' :: :"U ,,", ,,,,,::,:,: ',:"",..., "6..5.2.0.....,, ....... ....... ... .............. . , , , ' ................. . . . . . . . . . . . . . . . : 6520 ~P<i7Q . . . . , . . . .. . .. .. ..... ........." ..." .... .. .. :.. ... ... ~ . .. . . .. . .; ... .............. .. ... ... ...... ...u 2482 2512-0 240J5 .... ...... ....... . . . . .. .. .. ............ ...: .. ...... ...... ...................... , ' ... ........ ........... ...... ..... '" ......... ..... .. 6510 65/0 ......................... ...................................................... ............- , ' , ' , , .. ..... ............. """ -"".. . .. ......:. . 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