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FED. ROAD
<br />DIV. No.No.
<br />STATE I'm
<br />A. PROJECT No, SHEIK?TOTAL
<br />12.3,6
<br />SHEETS
<br />7
<br />CALIF.
<br />Z70
<br />� Abu frnents \
<br />►,0
<br />2!0 -9 U,
<br />CID
<br />W W, L,O,X. W W. L,A
<br />Se e N.hq'WdIl E/evdtion 0W wee ��% `�o�� �'/e�nfion
<br />ACUTE . CQ`/?NER 09TUJ*Z- CORNER
<br />SECT/O/A/ F- F
<br />2- */0 V fop o tiye o � dec.<
<br />e x fend full len 9 th of wi;l wa//-�
<br />0 2 ' SHE[T TOTAL
<br />• o • DIlT. COUNTY ROUTt SECTION NO. SHE[T!
<br />RR
<br />Comb ee line - - -
<br />BRIG E INEEI CIVIL EN61NEII- L[CENSI SM
<br />JIM
<br />Pro f i l,o line fi Ik ` a A DATE AFFROVL0
<br />tricd/
<br />CA MBER DIAGRAM FOR TO TA L SLAB D EFL EC TION
<br />DUE TO DEAD LOADS
<br />No Sc a /o
<br />`,�" Q p/8t C,IO.H f�i/e fe�n4 #��@/ Note : the tofo►/ deflection w;ll ,eye reached o6out foae
<br />2- o C.I. D, H,, Pi /� /Fein f
<br />�-o �`,S'Tot 2 � Years after fa/seyvork remove'/. For values at firr�e of
<br />5- U �9 r ' fd/selNor/t removo'/, divide these sh0{�Y!! by 4. z 2"
<br />t• ,� /h,e amount Of C(lInber for conr)e&e A on kki//
<br />See W/; 9 woV/ 6*Y, See W11 79 WV11 E/eY be de i e rrr�in o d by 1-h e F)IY1noe e.
<br />,
<br />00 MSE CORAIER ACU77k' CORiI V? This corner tnal be filled 4
<br />SECTION Ci -- G wi lh concrete at the
<br />contractors notion.
<br />/$ // = / . o " BAR CHAIR DE TAIL
<br />A e ,5' A Barrier tio Sc a/e
<br />Tyoe 2 A BarS_6rier f�ai/iny►
<br />Ra///ny 4e6
<br />S' t `4 U @ /2 �4'6 tot 6 'x Z4=o" � `S U /2 Rainf cohfinuous through ��olzjt
<br />._ Std. pgrrier Rail 46 to t6 AV
<br />�, ► r-- �,�110 Note : Transyeese oints if used to
<br />/4 tot 2 z -�', '/D fot.2 1,4 ' ►� ,�� r"�r be /ocated af,%� point of span and
<br />/ I
<br />N - i � '�4� /8'' � n i rl ° ¢ /o� g� udinal Joint to be /ocated
<br />—r r ,y `O t• ed e of trd ffl c /a Q Gt Ole ss
<br />44 c� /z " �'4 � 1 zA:.
<br />n, _ / 2 - �� 1 i o th e Wes e eY� i if d b fh e
<br />y
<br />48 09 inside face
<br />@ /2 outside face
<br />Curb e `ailing no t shown
<br />4 U @/z-- !.
<br />i
<br />7-YPICAL WINGWAL L ELEVATION
<br />Engineer.
<br />#4 V /8" both faces r ONGITUDINA.L OR TRANSVERSE
<br />No to: : A denotes Reihf in
<br />; to Std, Re in f in -- SLAB CONSTRUCTION JOINT
<br />1,/0 (Type SA) 6gryier Rai//ray No ,Scale
<br />SEC TION B - B
<br />318Ae = / ' 040.
<br />SEC TION C -- C
<br />11V /, Op
<br />�-� Abu t /e6 �� 8enf 2 eS Beni 3f4
<br />Sym/r.
<br />14 bar ahaier 6) 3 transyQrsely aboof Z
<br />.
<br />I and 41 t /on al -tad/ n ally �'� i an 3�°
<br />SEC TION D - D
<br />1y8„ _ /, O„
<br />reons vers e slab ?e;nf .
<br />Main slab re/nf c ° n f•
<br />�� �4 drip groove
<br />EDGE OF SLAB DETAIL
<br />: /, Q„
<br />SLAB , DE TAIL AT OBTUSE CORNER
<br />7 �Q 91
<br />&I fop
<br />bo f tofu of slob
<br />Main vein`
<br />e dye of deck
<br />r' 4 018 2 Z Eds t Qr.
<br />2oWest Br.
<br />• • / . \ •.a. i L• . . . ./ .\ . / . \ / . \ • . . /� I \ / 1. � 1
<br />.5'd/sfribufion 'T eel ' � S"disfribufion steel � � 22East 8y r '�'T tot �/ � S an3
<br />�'S distribu Lion ,steel �/O tot. � 7 y`o f 22 East ,8 . 2 2 East By. /tot. of 2 2 East Br , ,� 7 tot 22Egst 8r. �
<br />/3 @/2 n 2C�/8 1 3V18. ; 20 /2 3 @/$, 3C /8 f�1 @/2 410 cone 20 west ,8r. ZD West Br. 20 West ,8r � � �. Wpsf /3r.:►` ;/ ... 20yVest 18r.
<br />-,=-.:..--4 ,f'/ace distribution sfee/ ra//a/ o � ra ���-r--
<br />` •--...... ; r .-_ is ...,...' .._. ` w.. Li
<br />HALF LONGITUDINAL SECTION
<br />1 ' o Sc al vo /sl �. /4
<br />22 Fast dr• 22 Fast Br. N e f �� �� 8 v2 \. 12 iz
<br />` 7 to t W t r. 8 tot o 9 tot 22 EUs Br '/0 tot 22East ,Br, z /o 14 � y_ 1¢ � /4 y ��
<br />1 O con' 2 es ,B 2 1NQst Qr• ZQ 1Nes t By 20 VYesf or, �\
<br />,gip
<br />\ / t �
<br />i:jAbut. / ��o SO�8en>`2�'S� Span 2 �' ¢ f- ,Bent 3 (4
<br />22 Fast Br.` I to t, 2 2 4►st by
<br />' \ \ \ 7' tot 22 fdst 8r, 47 tot, o ee r.
<br />\ \
<br />9 � -� � 20 West Br. 2 West Be.,8r 2 Wes B
<br />r, 7 g g 6 \ 6
<br />�o ,� 1� r �� �, � Cop.RAC TED TO RE/IVFORCEMEN T -BOTTOM SL A B
<br />y 6 9 0 \ 6 9 02� s-a,rm To ra NA � QUILT" RI TS i� A/o Scale STATE NO. 29C-069, 29C-068
<br />AS E Abut l e,6 SO an / S i Genf 2 �'.s San 2 4 ,Bent �` Span 3 r • • ...�..._ a.
<br />/0 D ,li _ BRIDGE DEPARTMENT
<br />�i#�� C4��Cr..� r DESIGN SECTION 13 STATE OF CALIFORNIA t
<br />DEPARTMENT OF PUBLIC WORKS
<br />2Z Egsf QY. DIVISION OF HIGHWAYS
<br />;, /Ilu�»bers of er,d of re�hforcin� bars /l tot 20 West 9r. Top reinforcmenf to be spliced 3S dia, 45) f s,Dan when necessary section
<br />Supervi _ v ,
<br />1 . ind1cc/te length in feet medsure►d �8otfom oI-e1nforcmeht to be spliced 2O did. 0 f bent when n e c essay BEAR CREEK
<br />REINFORCEEMENT- — TOP SLAB y DESIGN Br �- j�
<br />from Bent for top reinforcornent 1I/a Scale Disleibutibn steel spacing 'measured along ' Yoadw4y C6ceker,�LP. /�' , - EAST & WEST FRONTAGE ROAD BR/DGE,,�
<br />or E span for bof tom reinforcment Reinfoycerr1e�f symm ofyicdl about i Spgr� ,3 '
<br />DETAILS By - 4
<br />D• ;9ru d er /2 �2 - - - -
<br />- Checked SLAB A BU TMEN fi DETAILS '
<br />e
<br />QUANTITIES 29C 1._ur I
<br />_ - 68
<br />Checked �./���J TG •••
<br />SCALEAs /I/ofEd I BRIDGB�? 9C -& I FILE ( DRAWING
<br />w
<br />k -
<br />PRELIMINARY pRAWiNG No. REVISION DATES
<br />Disregard prints bearing earlier revision dates ----�► � C /� I I
<br />I
<br />0
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