Y,
<br />21 N
<br />Ilk t
<br />t
<br />mo
<br />. . . . . . . . . . . . . . .
<br />I AtLWIA wI i�iakjj 11 4611AL 111,11141,111d I, Ii 10111li'l 11,� &
<br />'00 0
<br />4f 0
<br />A F3 6Np oa A
<br />e17
<br />04 bal-
<br />4 63 /8 Nole) . 4 1
<br />017d 412 1daq1*1Ud1174)11y
<br />VI
<br />21
<br />L-a-w �2
<br />2 C/
<br />all
<br />center hall of 5,o
<br />curb -o//
<br />el Inq,
<br />See charl /or 5,00cinq
<br />Y4 h or A A not sllown
<br />/a//7' slob
<br />/0 e 0o t, �j
<br />nil,
<br />SECTI /V
<br />__.0NG1TUD1A1A,L_
<br />'510b. tein f
<br />? - Z�,_11 9,41�'_( 9 YC
<br />5)ooll
<br />0 c /-1A /p,
<br />0) A SPOI� 13 A R
<br />0/6 cont��, Edqo 0/ "T /4
<br />r"; t 0
<br />L / A 1-3
<br />D TA L EDGE
<br />. .............
<br />@A Span A 5P (7/7
<br />D rA
<br />,)Cl'll W/111r' 0"5,0 halt
<br />/V 0 /60, /'/06VIS V(.?rl
<br />if
<br />Xc Xc
<br />to be a 0
<br />JF 46&17 t OF 5,oan Xb_ 19 P 0/1 017d .-Iotwitudinal Jolnh��
<br />a e d 0/ 0 dy
<br />/?e/�7f coat to- oe Me, 0, 0/ lrolll;c
<br />i Abuhn& nt
<br />_7& 4 017C, 01716)ss ot
<br />PE INFO PC E" A/ T To OF �-_S LA-8. JF 14 0� I/ /A/ t tl7rouqb joint /?'o, wi m t /1 4
<br />by the, �c-
<br />@ f3 span @8 3,6on_
<br />Oe A' 3,oa17-"1.\
<br />ANA
<br />A
<br />A SI)on o cont) N
<br />)A Spela - o/ slab 3,00/2
<br />V
<br />f- f
<br />PA /V5
<br />?
<br />ONG-ITUDINAL OR' T'
<br />TP
<br />S L A B CaN.5 UCTION JOINT
<br />k76
<br />Xf
<br />_01?CEA4 N IT OF�
<br />__.�2L A 8
<br />0 m
<br />49RI,06,6
<br />RRIA
<br />t
<br />8, A
<br />r
<br />4
<br />-Wa
<br />- 06 ....... . ... ..............
<br />Q�L
<br />7 4# 7
<br />zenob # ta4 k' 4
<br />5V
<br />#7
<br />43
<br />11h
<br />I I r Ve ald e.0 AeWaW, XV 0/470e.
<br />Xc Remo
<br />6 `6
<br />-n?lve17 /0 b e. sp .5
<br />r
<br />44�,K'5' I , " i , " No 0, 7'ol,7
<br />17 �O' 17
<br />yv all
<br />IN'
<br />>/n 3a to 15& -m
<br />J 7a;o al
<br />Y,
<br />7
<br />- 12� 0 ;;-1 69--, -12-
<br />Poe*
<br />kill and
<br />?) ze 116 fl 7 *6 '07
<br />0,�D
<br />Q) 6) X f P_�' wilh epov,,�
<br />wh�h epoxy
<br />-0/' 1 Sleel5pocing
<br />ae C/<
<br />I Ao
<br />y
<br />Ing
<br />SOqc Z04111*11 te
<br />6'
<br />W/
<br />plar.�e 5?//, tl 1n_1v.:?,.sa -),I/ ,:i va/ 6?//, /0
<br />�P-Zai-51jl7y 7rOO�Xn
<br />title's per Conchtf EX15 h',
<br />Own
<br />�Jw liv v�,i,
<br />ft of Rdwy w1dilh) ek/&s
<br />410im-old de(7 load
<br />aa/ do/ 0-00
<br />ABUTMENT., P1 ER
<br />AS- BUILT
<br />DECK./
<br />it I J I CORRECTIONS BY
<br />y
<br />'N9, ES
<br />CHANG
<br />T�
<br />ETAILS' DX`
<br />C fl) N- N E CT 10 N�,'., D
<br />s SHEET
<br />OAD BRIDGE' NO. SHEETS
<br />MARIPO$A R
<br />M BY; ,,DATE
<br />PROJECT ENGINEER DATE CHECKED BY DATE, SUBMITTED,' BY DATE -APPROVAL RECOM ENED,
<br />SLAB 'DETAILS PROJECT''
<br />%,BRIDGE NO., 1335 81 1337 13
<br />18
<br />JOAQUI N .SCALE:NONE
<br />COUNTY'''OF 'SAN'
<br />.........................
<br />ZWWWW0*WV",,*"W1k SSW',, 4W&
<br />_4,ft. -ft
<br />Mum ,
<br />-rArE NO. 29C- 177� 29C- -178
<br />J, s
<br />FILE
<br />I T NO
<br />J
<br />
|