|
<br />RETAINING WALL DETAILS
<br />
<br />;.
<br />
<br />v--- ~ LEVEE
<br />I I CREST OF
<br />I I I LEVEE
<br />VI
<br />
<br />i 0 /C=1 LE"EE ~"~O'O..05
<br />
<br />
<br />r------t--- -~ --- f----- --1 BEMING ~ BO' 55' II- W
<br />L__________ ---------J~
<br />-q-
<br />0~ RAILROAD TRACKS -6
<br />T
<br />~
<br />
<br />CRE.ST OF
<br />LEVEE
<br />
<br />\..~ LEVEE -
<br />
<br />'"
<br />~
<br />
<br />/
<br />
<br />RETAINING WALL PLAN - ST A -0+06.05
<br />
<br />/^, (EXISTIN~ SHEET PILE / /---/'
<br />/ " RETAININGj WALL ~ / " / // ' ,
<br />\. " V ..).9 / />
<br />", " / ,,'0 / /
<br />
<br />"" "'" - --- -----,... II -( /// ///
<br />
<br />" , 28'-0" \\ / / /
<br />_._._._.~~o' '---------\---.\-\---\----'~d / ',---.-. '-'-
<br />'y \ / BEARIN<?; S8'='0 55' II' W
<br />
<br />
<br />"-------L---K~m\\t---:::TING
<br />.~ <{I \ \ 2.. - ~(D" CMPs
<br />-~ to \ \
<br />~ \ \ \ \
<br />\ \ \ \
<br />\ \ \
<br />T"\ \
<br />\ \
<br />\ \ \ \
<br />RETAINING WALL PLAN - ST A 3+30
<br />
<br />Scale: 1/8"=1'-0"
<br />
<br />~>. RAIL RO,O TRACKS
<br />
<br />--6 12'~IO'~
<br />:rop OF WALL
<br />~- ( t-- (D' EL 7542..00
<br />2 JC7 I 2. 5 EL 7535.00
<br />I TOP OF I BOTTOM OF . I
<br />;y(-- FOOTINq I FOOTIN~~ "'i~ EL 75~7.00
<br />=:......J EL 7. 5 ~(D. 17
<br />I
<br />RETAINING WALL ELEVATION ST A -0+06.05
<br />
<br />Scale: 1/8" = 1'-0"
<br />
<br />Scale: 1/8":"1'-0"
<br />
<br />lt5 EDGE BAR-
<br />BOTH E:NDS
<br />OF WALL
<br />
<br />CR.EST OF \
<br />LEVEE~.
<br />\; '~.\
<br />'\ \~12 \.
<br />\ ~ \
<br />\ \ .
<br />. \
<br />\ I \
<br />_----j----~----J-------
<br />I. . I
<br />BEARING N 8'='0 55' II" E r I! ! :
<br />EXISTINg RR BRIDqE I,R--------~\:---------:
<br />ABUTMENT _
<br />It. RAILROAD -rl ~b LEVEE STI\ 30+00
<br />TRACKS I T
<br />
<br />~
<br />
<br />Scale: 1/8"=1'-0"
<br />
<br />.1-
<br />"
<br />
<br />18'-(D" ~
<br />TOP OF WALL
<br />/" EL 754200
<br />
<br />213' d'
<br />.1' /,!=-RACK- CONTR~L JOINTS-SEE
<br />/ CORNER DETAIL THIS SHEET--.....
<br />
<br />V
<br />
<br />118'-CO"
<br />
<br />
<br />r :!'OP OF
<br />, FOOTIN"=!
<br />
<br />Ie;;'
<br />n
<br />'lf4@1~' ~~
<br />*5@12" ~~
<br />~n--..
<br />:1 I r
<br />
<br />BOTTOM OF
<br />FOOTINq~
<br />
<br />EL 75~7.00
<br />-.I EL 75?>C,.17
<br />
<br />17
<br />1/
<br />.,/
<br />
<br />---" f-'
<br />( I ~ )
<br />'- / Y
<br />~~EXISTINq a-~co" CMPs
<br />
<br />RETAINING WALL ELEVATION - ST A 3+30
<br />
<br />RETAINING WALL PLAN - ST A 30+00
<br />
<br />S~ OF CHi'J"lFER
<br />STRIP
<br />
<br />13/8~/'1 *5e 12."
<br />, /,,'ff4@12"
<br /><1,<:, I /
<br />
<br />
<br />WOOD CHAMFER STRIP- NAIL ~!'-1..1 I
<br />TO INSIDE OF FORMS-REJV'O\lE j---
<br />FROM CONCRETE AFTER FORMS ~ ~ ll"
<br />ARE STRIPPED
<br />?J/4"
<br />
<br />l..,.
<br />
<br />Scale: 1/8" = 1 '-0"
<br />
<br />~,
<br />~.
<br />
<br />EL 75~'2l.00
<br />EL 75~7.00
<br />EL 75~G,.17
<br />
<br />i--~7'5' (Top6~~8' ~
<br />. t t-= Z=---1 EL 7542.00
<br />9 CJ I ~2
<br />I ~TOP OF~ I~ LEVEE ~ I EL 75?>8,OO
<br />, FOOTINg
<br />
<br />I I '---- BOTTOM OF
<br />FOOTINq
<br />
<br />Required 2 places
<br />Scale: 1"= 1 '-0"
<br />
<br />CORNER DETAIL RETAINING WALL - ST A 3+30
<br />
<br />RET AINING WALL ELEVATION - ST A 30+00
<br />
<br />Scale: 1/8"=1'-0"
<br />
<br />APPLY RUBBED FINISH
<br />TO ONE FOOT BELOW FINAL
<br />qROUND ELEVATION,\ ~ " "
<br />/ f ?>/4 " ~/4
<br />.. River Side ! --a~ CHAMFER Railroad Side...
<br />
<br />
<br />\ ,,' /.4@12'
<br />
<br />, : _* 5 @ 12" CENTERED
<br />, 11$- IN WALL
<br />
<br />EXISTINGj
<br />~ROUNDl
<br />
<br />-0
<br />-'
<br />If)
<br />
<br />,
<br />
<br />f--APPLY RUBBED FINISH TO
<br />WALL FROM EL 75~8 TO
<br />TOP OF WALL
<br />
<br />~ (- BACKFILL COf1\PI\C.TED
<br />/' TO ~5"/o
<br />';, ~ _-r-~-
<br />
<br />f--I'-<D"~I'-(C"
<br />'2.'-0"- t2." CLR.
<br />_ EXCAVATION
<br />~ LIMITS
<br />"T t ~j. / ~t t ~
<br />*5@ 12"-.-7 -- /
<br />?>-1/2 x 1-1/2" CONSTRLlCTION KEY-----------
<br />
<br />EL 75?J7.0
<br />
<br />7-'lf4
<br />
<br />t3, CLR
<br />
<br />RETAINING WALL CROSS SECTION
<br />
<br />Scale: 1/2"=1'-0"
<br />
<br />See plan for elevation of backfill around walls,
<br />
<br />3566
<br />
<br />-l
<br />
<br />,
<br />
<br />RIPRAP PLACEMENT UNDER RAILROAD BRIOOE.
<br />
<br />LOP OF RAILROAD BRIDqE
<br />
<br />
<br />RR-1~---------- -----=1
<br />I ~----------.-.----~TOPOFPIER _
<br />
<br />. 2.4' I I 20' I
<br />I 175~4.G,O - I I I I
<br />I.,...,~ f RIPRAP RR PIER~
<br />
<br />I ~~~~5'15 I 2' II li3 II
<br />L:2~ I ^Ir) L I I
<br />RR-l~ I ~R~~_:l ~ _~
<br />I Ho---E.AST RR ( I' II ~ ---~~Lj- 1.5
<br />I ABUTMENT ~
<br />I. I E:.EDDINq
<br />-l1\I- MI\TERII\L J1yL
<br />
<br />RR-2~
<br />
<br />+
<br />
<br />{ EXISTIN~
<br />~ROUND
<br />
<br />
<br />---
<br />
<br />1'-
<br />
<br />Scale: 1"=5'
<br />
<br />TYPICAL RIPRAP PLACEMENT UNDER RAILROAD BRIDGE DETAIL
<br />
<br />)0' (
<br />,\
<br />m
<br />
<br />TOP OF RIPRAP AT
<br />RAILROAD E:.RI DqE
<br />ABUTMENT ON LE.VEE
<br />17'
<br />
<br />25'
<br />
<br />F~ RAILROAD rl
<br />.. ' TRAeKS
<br />I II
<br />
<br />1---'-1 1- t""'LRllAD --1 I rEXISTINq
<br />I L--_ BRIDqE ~-tJ <qROUND 2..5
<br />~. RIPRAPJ ~D, ~ __ II~
<br />~-.jL I ?~A' 2..-....--- -~.~_ .
<br />I :?-!..;: -_ '\ _ 1.-. .A
<br />c..r- CJ J l \.}
<br />~~ -<- f1.;v
<br />E:AST RAILROAD i ~:<.i'i'/i,YVi?;'i,.\/H
<br />
<br />~BUTMENTi t-.,~ ~~~ I,J ! .I
<br />
<br />I' 2'
<br />~~
<br />
<br />I'
<br />
<br />SECTION RR-1
<br />
<br />Scale: 1"=5'
<br />
<br />TOP OF RIPR,b.,P
<br />AT LEVEE TOE
<br />TRENCH
<br />
<br />17'
<br />
<br />25'
<br />
<br />.. ~~ RAILROAD
<br />I TRACKS
<br />
<br />~
<br />I~
<br />
<br />BEDDINg ~
<br />MATERIAL..-J
<br />
<br />EXISTIN~
<br />~RO:Ol__
<br />
<br />
<br />y~~
<br />~
<br />
<br />RIPR,b.,P\
<br />
<br />
<br />< ~c;> ----?>.C07 --- -1
<br />~ ~ \-~
<br />~J \
<br /><~
<br />
<br />-::,'
<br />
<br />~.,-
<br />
<br />21'
<br />
<br />I'
<br />
<br />LI'
<br />
<br />SECTION RR-2
<br />
<br />'Scale: 1"= 5'
<br />
<br />DESIGNED
<br />CAR
<br />
<br />TOP OF RIPRAP
<br />ON SPUR DIKE
<br />
<br />~
<br />>>1G>
<br />
<br />--
<br />---
<br />--:-
<br />
<br />TOP OF RI PRAP
<br />IN SPUR DIKE
<br />TOE TRENCH
<br />
<br />----
<br />
<br />0<
<br />~
<br />~~
<br />
<br />_-~~5"'fc1.
<br />~~~'..i"!.~i~ DRAWN
<br />~.*~ I ~ JHK
<br />: !~. ~
<br />~~..: \ 26J~ r~ECKED
<br />~~ . J MSD
<br />
<br />... ..~~ SCALE
<br />.~;;-.......~~ AS SHOWN
<br />.~~"~.\i.. DATE
<br />
<br />RIO GRANDE LEVEE SYSTEM - PHASE I
<br />FINAL DESIGN
<br />RETAINING WALLS AND
<br />RIPRAP PLACEMENT EAST
<br />RAILROAD BRIDGE ABUTMENT
<br />
<br />JULY, 1986
<br />
<br />MULLER ENGINEERING COMPANY, lNC.
<br />
<br />CONSULTING ENGINEERS
<br />7000 WEST FOURTEENTH AVENUE
<br />LAKEWOOD. COlDRADO 80215
<br />(303) 232-9340
<br />
<br />CITY OF ALAMOSA
<br />ALAMOSA COUNTY
<br />
<br />PROJECT NO
<br />
<br />8601
<br />
<br />IJl-lAWING NO
<br />
<br />SHEET~_OF~
<br />
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