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DEPARTMENT OF THE ARMY , -~~----------------. L" ~~ , , , /1:. Chonnel ~) f 5215 . -' . 23'-0" .----.--- -'-'7!'-~,,'-"--- Ab;;j;e,;;;~--"A" '-~/~~6-:--'-" ---.. --- ~-----------_. 16 '-0 H Abl.ltment;-~'-;-iOd t ,,-.-'.--.----- , oj. __._________.ct:.o~~._ .._,_ .____ --+(@ : ~5"'- t. Bridge I ~ ~ '. ~ C f "" I ., -7 ;f 'x /4' An,ho; Bolts Spoced os Shown _fe, ~~_=~ <MC==~,,,:j~~) , 4-=-------- ----. -.-..t-"II' .<::>,-....~~.TT-4t- \!;) , I t :.......1.,' ~,! ~ I I '[ : I : T , I : f"j 1--4i.O' "'-'!r--v.q~I-2'~:j.- 410''''- _4'j O'J I I ! I , I i I I ! Grouted Rrprop CMnnel r""g ~ / .- ~ . 2! AssumedGroundLmej Ir----~ '-,/""" ! 7'1- ..L ~~____._~.;J Comp~~~e~ ~e;v~o: ~':~;;ol J" ~~ 5'-0" Varies ,1'_6N -- r=-'~,.-..:=-+'-.:::-i__ --t ----~--- _' _.__..._ _. __ I I I I "l ---1 . I 0---'""-1 \... ' ''or' /--- --...... ,'J .5/ope Ion 2 MIN - --;/)7-" -- -.. Y i'Llc')tls 01' Exis//ng Channel.-/ , 'G-Quled R,pr,;p /- ~i'4"D/A Formed J.1.~ep Holes ~ 'I 1.5 I.--,...l ,~' I .----//5 / '~:'+t~t C: - ~I~' I /i/ (. -- Exwvaliol'l Lme\"-/ \ :/!O:' /1!01" ~->i \ *--~ , ,I , JF>" -.!- -t.. i ;/ories 4'- (''' ~- ~.... 4'-0" ~- _8'.::.q.:__ Mosonry Bridge Abutment " '" ,,<> '= ~ Abutments::4" 12'-3/- Abutments "8" 12'-1;/" Abutments 'eN 12'-4" ~ Graded Grovel ) i I L_t I ~L , _ 'Il )'-!.. / <::..... Co~crete C(JP :l t:...CompClcled / ~I/ &dfi;0 /)1 // I i /~ter;~ -/--EK(Jvo/;,on Line ...-.---.---"-- --./. ~ 4:-.0.,-1----. -,,"0;;"_ .1!.'6t. voneS.....)!'6:1 L Mosonry Abutm,nl > }f';x; 14 "A!7C,10r Bo/ls j" (:,:~ ~,':--L; "j " ,;;; " ' :....<1' C\J 1 ....... "" ~ . ~ 1 _I-_____.L- I - I ~ rr- - t ..11 , [ --.-- -- .-.--. --.------ ---.": -- ~j,.:-'1'6' ,-=-":--~=!='-~:~: :'~'.:c.-= ~:. -.'"':::'::. -::'=1'=:"::-,,-' ., ~.~'i.\'., !-.= 'r~:. -~--.: ".::'::'::-=.='. '---1 ~' I I Oral/led R'prap----.... ~ ,I 1.5 , ~l /[-. <:::, . ,'I i ...... ' Abulments "8" EL 8822.52 Abutmenls "eN EL 8810.25' , '-l Channel STA 0 + 25.3 TO STA 18 +65 STA 20+02 TO STA 29+35 SCAl E: 1/4" = 1'-;:," I<) -....: ~ <:l ...... ~l ~ V) II) ,~ '= ~ ~s i Channel , , (Assumed GrOI/!7d LIne I __2_:!lope'lon2}1IN {6=-_.::.:..::_.:.._l'arte.s ,::,,'-=_~j.4'-0" - ~'-Q." t-----.--Vqr../~.s----'-__Pt 1"\ ' ,T t r r 16'1 ' ;~ ~i n----.iDmds ofE,x7slmgChanne;-'- L./ __1. Grouled R'pr(Jp ,-:;:+~........ : (I/~ /5 ';/.(,' I~~, 4"DIAFormedWeepHoles.{/5 ;' Voriesfrom!O'f:oISTAI8f65 - .-.,...------ / ~, 1.-/ I · to 1.5'1 at ST/I 20 f02 ......:j/----., .;. ~f-r II' ~~ 1/".--... .< ~ I i --.:3,1 / # ,,~,~ \ , I 1 ~ I :..L.- : I ~' , 1'0'" 1-'0" , 1.1:0" "t ~n~ 1 I 1\ II \1 // ......-(.. / ------ - ---- / I ,::,' '....'o'd;.~.J.. I /J.o.~J.. Graded Grovel ___- 7!_\ 0... ---- . ",I ''''I i::: ~! Abutments ';4" EL 8832,70 Abutments NBd EL 88/4.72', Abvtments Ne" EL 8802.37 ,., @ I PLAN SECTION A - A , LEx/sting Concrete Wall 10 Remoin /n Place . <),t;"~". ' ~. '., ~"'-~.~-~ ~ MASONRY BRIDGE ABUTMENT > Compacted Perv/ous Moler/ol Note: SCALE: 114"= 1'-0" For Local/ons of Br/dge Abutments see owe; NO. 2/4, 2/5,2/6 , I~OH Square P/eceot Golvanized Hardware Clolh wd/7 j" Mesh Bock of all Weep Holes, _ " .--/ =--- 18+65 , , 1 @ STA TO STA 20+02 .; '*" SCALE: 1/4"= 1'-0" Grouted Riprap Channel Lining I I c.'f Exisling [) Channel I , - Slope vanes !rom Ion /. 5 117 Ion 2 See DWG 2/10 8'+ 8'+ j-----=-----i------=-----.j __I 10"DIA x 5'1: ~ .t r '. . . -.... .. -'. ..",. ..... !j~_ .~". -.,;; - . _.- . '.. 'I~ C .C _.',.. ,-~ :~',_ _ ., '." .".~ " .'. .-:'.'. .>n' . ~ ~ , . A \S) . " C) ...... .' C\J . . . . , , , ' " ." , .' .' -==0:===== Rock 10"DIA Logs . , .t',':,' End of Bridge Abut: @-.. (Masonry Monument for CorB Projecl Name Plate 2 1[- ----- ----~_...!.- D PLAN E L E T I .....-~ - - ---- Top of ExistinQ Embankmenl - ... 2 "'~I 'J.....~!..svmed Ground Line TYPICAL ELEVATION EXISTING CRIBBING SCALE: I":: 5'-0" --- o ,'0 ~ ..-- ~ '-." ---~ , i . Bollom of Ext'sth7,ij ,el Excavaled Malenal from Channel 10 be Spo/led along Ex/sHng Channel Embankment , I , Vanes, see Pion and Profile DWG 2/10 L ~x.:-ovotlor/ne Nole: For lim/ts of ex/st/ng cr/bb/ng ond e.tis/t'flg channel limng ta be removed see DWG 2/3, 2/4, cl5, 216 /~6" CD STA 49 + 32.7 TO STA 50+86.0 SCALE: 1/8"= "-0" .-- 15 1. Ex;';llng Cho/Jnel 8"-10"DI,4 Struts. '16'!+ f------ .--. ----.-... -r: -- - .........- ...-., t::J TYPICAL CHANNEL SECTIONS Bronze Project Name Plate =---- = ....~ , 10'-0" /01_011 IO~O" .. I ----------W- 12"t Posts , .....1: . .' ~ Rocks, Grovel, ETC':.y Chamfer Stone 10'.0" .1. ' 'W . '-----r /0'.0" T I I ; , i r I i r I , ~_. ...... --- - --- --- + Concrete Cap Top of Grouted Riprap. Channel Lining ......"", , , <. '. " . \::) " '::J- / I , . ( I \ '. ) \ .. (!) 'i.:;'-~ (Jrol/It:d fii'or:;r)-,,:::::::-;,'r- , 1/---/ I r i (1- : 'r/ : -.., I I ~ i --~-----+-f----- tl___~J!l}2m_'3.lrico/ obou1_1._~.....L ~-.. . ~/ ,1 II ~ ii' ! L"/ f ! \,,0 ~-"-'f---'---.'''- - -.--------.-{~l).. ---.--.---- -- -- .___~---.-.-~~:;:.~q~(lv:~?~/:~~fP ----- , / I r''';--l I rl, I I ':1 I I 1:1 I ~I L-...Jt-I--.J -_. -----.. e -- -- -_::::: I :u I ~ : \t) I I l{) " ~.- -f- , r----l , I ' I r,T I "I I 1'1 I L_LI-_..J__ -{f'. }- ! L4~1.,)/A Holes -...- -'-1'- > I \S) TYPICAL SECTIQ,N EXISTING CHANNEL LINING ~ i 'F;;~ed-~~e~' las Shown -"" i " , .... ( "'1' SCALE: ," = 5'-0" tV -' <:::, " ") q, :6.... i::: QJ ~ '() ~ I ~ ~ .1}~ i . '-i- ..--.....---.- , -~<::S :.:.. ~ > <:::, " ") -4:::.-- :.:.. Hog W/re ~ , . ... VJ ,'0 i::: ~ I I .--1- r-1"t , '.. f I 1:1 ~Llmds 0 : t~ I 6n7ded Gravel ~;:,",~.; I ~~" ,I Varies -~------- I.S-I!: Exist/I}!1 r Channel '0 -.: > :5 ...... 1 .' < 'Il I I ;' \ \. \ , , " ....,.,\ '-"," , '( . <" -, ...... <, '.' . LAYOUT ,PLAN , .' I 'j -------.----.------- sCALE: 114"= 1',;0,.--:---- . " ,~ ,,'