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FED. ROAD
<br />DIY. NO.
<br />STATE
<br />R. A. PROJECT NO.
<br />7�7
<br />7
<br />CALIF.
<br />7o
<br />A01 if
<br />/O coat
<br />/4 drip gmoVe
<br />140,
<br />Trans veYSe slab reihforce men t
<br />EDGE OF SL A B .
<br />DETAIL
<br />Curb and railing ndt shown
<br />Abut 12,
<br />Edger finwsh
<br />(Fill with asphalt
<br />Note; Tei msverse joints, if used, to
<br />AN be locdled of %4 point of Spam
<br />Z and lonyiludinal , joint to be
<br />¢ /Ocated of edge of trof& Ianes
<br />! unless otherwise perrrlitled by the
<br />Engineer.
<br />Relhfoecement continuous through jolnt.
<br />LONGITUDINAL OR TRANSVERSE
<br />SLAB CONSTRUCTION JOINT
<br />")0'-e : The tofa/ deflection wi// be reac bed about 4-
<br />.0z yeaiu offer fa/se wo elf removal. mar values of tirt��
<br />5-Bent Z of false w0f`-h removal divide /hose shown by 4.
<br />The arrmounl of cazr,bev ,tor cons true Ai, will be
<br />\*Ik �N1"k, �*, 18 de /e;-inin e d by /he _`Fn,giheee.
<br />CAMBER DIAGRAM Camber dia9ran� syrr»j7etricol Yhout E Beat 2.
<br />,
<br />/Yo Sc o /e
<br />4V @ la For cap rein{ see Abut, e8ent Uela;ls. ,See too e bottom slab rein{.
<br />center half of span �SC�/8L1-�`4
<br />bar chairs 03' fransver,sely �
<br />and 4J,-2' -t /on yi fu din oily
<br />.o3 '° 1
<br />Abu X. 1 ,Be» / 2
<br />LONG/ TUDINAL SECTION
<br />- /¢„ : /, 0„
<br />`9x/7=6"1-ot. Z4 fast &,
<br />Edge of reek z West 8r.
<br />\
<br />\
<br />Abu 1, l
<br />X/6 =0"tot 24 East ,Br.
<br />2z we's f z
<br />Abut 1
<br />"'9x/6= 6"to t 24Eas f Br. #10 x99 6""tot 24Edst Br, "'/O Cont.
<br />2z,WesiBy 2ZWesl Br.
<br />�4
<br />9 5,0an l ."'9x 3 2 � 2"tot.-18'f0St 9y. !El3eht 2 Z Span 2
<br />27 wesi de,
<br />PEIN ORCEMEN T - TOP SLAB
<br />No Sc ale
<br />N„ � ,'O tot 24 Eas f 9,,-.�`/O X �l . �„ fof 2d �qsf 9?.�`/� c onf —
<br />22 west ,Br. 22 West,8r.
<br />s \ s
<br />ti
<br />�r \
<br />oo an 1 Z_ ,Beal 2
<br />PRAIF-ORCEMEENT - BOT TOM SLAB
<br />No Sc ale
<br />s
<br />Abu T J
<br />I NQfe:
<br />Di arr� �t�r of bridq� c'ircu/ar
<br />�3 N
<br />/'4"by CCO. lVo. 9.
<br />C,
<br />�\N
<br />J �N
<br />-#6fof6
<br />�' Gr✓dr��.�ri1a
<br />1016 con f
<br />A
<br />O �
<br />f � • s s � �� ,x/. V
<br />I
<br />e�' fo f 6 Copt,
<br />SECT/ON C C
<br />i"=/.O'l
<br />2
<br />NO r. =
<br />/V omhel:�'
<br />clri%1-Q&ce /rI lee /- 1yvwl ;9 ReArA for
<br />To,o, leiolat-e-elllezlf j a iel Xemsv e Sja�r�
<br />for
<br />Dior. COUNTY RoUTII I $ECTION MEET TOTAL
<br />No. SNee rs
<br />Sd Co ffd
<br />R /yA`13 S4
<br />I��_4y_
<br />BAR CHA I R
<br />No sca /e
<br />4 5 0" A /o ny S Bch /-
<br />¢
<br />P /O,- O "= 40 - O" live s f B r idye
<br />/4 C_
<br />�2- 6
<br />1
<br />SEC 7-ION I-1 -H
<br />TYPICAL. BENT FOOTING EL E VA TI ON
<br />/Vole : of sec/ion hN- H see
<br />F'au n da t to n 14,10n
<br />\ -2 4
<br />Notes:
<br />Slab eeinforcerneh/ sYmme�rical dboul 2F ,Beat 2.
<br />li
<br />Too relnforcerneh f to be s /iced 3Sdio. at S
<br />A ,o \ �
<br />whet) necessavnry. \=o
<br />,Bottom reihforCemnf to be spliced 20dia. of \\
<br />9 ,Bent when necessary. J
<br />Distribution steel SOociny measured a/one Z- Roadway coat, at
<br />�" to and bottom of slab ed e of s/o►
<br />e of peck a,,d p/aced Para//e/ to � ,Bent. �`7 � p 6
<br />T , 6.. 9
<br />rr
<br />Abu A 3
<br />Abu f 3
<br />OB TUSECORNS R DE TA IL
<br />2 _ j : O„tN
<br />THIJ 59T OP PLANS HAS BUN C0RRj3OTEll TO
<br />CORRESPOND iC T14g 'AS tUILT91 PRINTS DATE? BRIDGE DEPARTMENT STATE OF CALIFORNIA
<br />' AS SUBMITTED By RESIDENT DESIGN SECTION13 DEPARTMENT OF PUBLIC WORKS
<br />c . EER
<br />x----w - �-- DIVISION OF HIGHWAYS 6,4
<br />1
<br />-fiRACItI(r�# irC��`��'?3Yt DAIS: -- j
<br />-.....v...�.,,. �._... �....._.,_ Section / , / /''� �j
<br />Superviso(2a�):a4
<br />/- //i /- 6- l' _ � C/T EEI-
<br />DESIGN x� A9.-�G�G( _ _6 301
<br />Cl*,ked, A,/�.� EA S T wEs T FRONTAGE ROAD BRIDGE-,,
<br />DETAILS ]BY0- Bru der �� ' 462
<br />SLAB DE TA IL S
<br />QUANTITIES By W/ea&l �f�'"
<br />STATE NO. 29C-071 29C-070 21C- 7/6e) _
<br />' CUricd SCALE As Noted I BRIDGE C- 7O(W) ; FILE I DRAWING �� � %.� %-•
<br />PRELIMINARY DRAWING NO. REVISION DATES
<br />D'+sregard prints bearing earlier revision dates ---�
<br />
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