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<br />�` `� A .- r . . : � , ti`' ... ♦4 «. -e r '. , r ♦•T-..fir •yw l'A 'Ct., ,}. �-X•.��.•.
<br />j•. =s' i,'r
<br />Note: Transverse joints, if usOut
<br />/5/ { y.
<br />��: �`- • _ -8 be located at % point of span gar,
<br />and longitudinal joint to be
<br />located at edge of traffic lanes �
<br />unless otherwise permitted by
<br />a r
<br />- yi (►• cam` ��:w�
<br />Engineer. "1
<br />Reinforcement continuous through joint. r.=
<br />f L ONGI T UDI NA L OR TRANS VERSE
<br />L -CZ L -
<br />SLAB CONSTRUCTION JOINT
<br />till
<br />E Sp t=,E Sp
<br />an
<br />�o-cont
<br />*/0 Cont. � Edge of slob
<br />.,._:
<br />),
<br />t Abutment
<br />• -- f Secure of/strands Abutment iron/ fore R
<br />with 2 staples
<br />�6" ","'timber post / x7 eye bolt
<br />w/nut washer ►.6 h h
<br />Span
<br />_ Xc T_ Span .
<br />t
<br />IN
<br />Xb f Bent X11
<br />,
<br />--
<br />6� L/4 wry
<br />- t� ✓ x
<br />- z �n Cable clips 6 6 timber post
<br />-- OF SLAB , ._� , r Borbed wire+Q'
<br />REINFORCEMENT TOP, t Abutment , : ,
<br />utment - _
<br />or @ bars `' r
<br />e Q j Coble
<br />/`
<br />" _. v+''• \ / / ® V on / • ..* ' I Z P : • o-
<br />/O Cont. 6 Edge of slob _ k I \ a .
<br />*/0 �a edge of slob
<br />- ELEVAT/ON a_ PLAN,
<br />*7 �_ top and bottom of slab
<br />— -
<br />DETAIL D OB TUSE CORNER DE TA /�L �
<br />' o:fol
<br />o05
<br />X X �XN L/4 r
<br />r .•
<br />''--f- Bent �y
<br />REI NFORCEMEN T — B O T TOM OF SLAB
<br />NOTESrZ
<br />d
<br />-_ - Q L ao L
<br />L -Len th of Span 30 1. Breok away fenc to be located on the
<br />j
<br />*{ g west side of th` A bridge. ,►-< #y`gx `.
<br />{ 4 T q
<br />Size 1.. NOTES
<br />�0o 2. Location, of posts to be -determined by
<br />.o Length 70-Q CAMBER DIAGRAM r
<br />� # For slob details not shown refer to Slab Reinforcement Details sheet. tie Engineer.
<br />o Size 3' Refer to S.. A 78 -7 _fir WM fence details
<br />o - o. r one s lice
<br />.o Length /,3- p, L�ngfh Inc/udes oI/owance f o P 's TOTAL SLAB DEFLECTION DUE TO DEAD LOADS
<br />4. Breakaway fence shall be meosueed and paid : •,
<br />k„ o Xb 6.6 ! for as ro ert fence /: Typ e W W>.
<br />o. p p y The total deflection will be reached about 4 years after .
<br />• � � � Size 9..-
<br />;' y falsework removal. For values at time of fa/sework removal
<br />Length e' 0„ S`tee/line post
<br />Chonhel divide those shown by 4.
<br />c The amount of camber for construction will be determined
<br />i Coble ,= by the Engineer. _
<br />o Length 66-6 4 , 6„x 6,X ost -
<br />rt 7 timber', g Y TM
<br />Size #9if
<br />- _
<br />Length Zl=p" I WW Fence- b� .*.-Concrete 'Base '(Typ )
<br />LIA ye
<br />, _:o . • • lad h.� _ -- - , - _ ' � -- `
<br />. Size 'v 8 I �� Steel line post
<br />o i ,i L J 0• i;,
<br />o .� Length �6-p /4 gouge wire` 4 loops �--Secure a// strands with staples ,
<br />a0..
<br />0 X f /O =0" �'� .� and cable wit, clips.
<br />. Existing Channel °� (J i- ,� ' See Detoi/ "O"this Sheet.
<br />r$: cal Pevise�''� wrl4 The x1ak
<br />f •s •ra:33: 10/70
<br />A7
<br />•+ ?4 (� „ �' ' a , '� —�— �ifC/�� /AO/i/1:•' �i� �lSl9� ,r�Q/ivC%� :
<br />.t� T�h�c�rr,s; of slab L6�.
<br />r� - ;• �+ D.tTE OF R�I�iS/ON
<br />' - .. - :ti �- / .. r: y, jr ,•'°'j',y` ,f, •y '"•}„ .�X s. 'a i „ � `r ., n.,ef`�'� ,+:? 't. �. � t
<br />s ,!h._;`. ,a�'�i`, , ». ,•�* q° s". y• * ',� {;, .e � , f' .i�a �,, "'aT • J,,> t T41LA4—,, FENCED.-• ,�Fi' " .{,'/. c i . • «�f
<br />'.r�� ♦ Y � r s. - , '�'x,Z". :� .. ,.. "'"K" '+r" f� ' 'r �'4 ; 6 , � ' .tl`,. Fr - ., . � � .. . • f t, is
<br />__ ` SE`,� .r t T t �.- . t ,,. . •t °A.i „s ,ra ,p" ,y. ) 1 t.' �` n. Yy'f '"-,,T
<br />���
<br />g - "'. •s . " a , (+ ' r , st .fir ,. «• r, • r e 'g7 : "L ,.`c- - .er: , ,} .;Y 3'" } r r' • - . pyr" i
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<br />V 4r x., ` ' .
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<br />1r .,br 11 tyt. ,, c t " k i f - , r"W
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<br />c . Y �
<br />PROJECT SHEET
<br />PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL. RECOMMENDED BY DATE - £ �=
<br />-JACK TONE ROAD No.
<br />COUNTY OF: SA N J OAQ U I N C' ' f" BRIDGE No. 1683 4
<br />r
<br />- - STATE NO. 29 -288
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