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X=84— FAS: 12930)
<br />r _ i JACK • TON1 ROAD
<br />i 9 FED. Roaa ISTATLE PROJECT N0. FISCAL SHEET TO'rAL 1
<br />Abut` Be�1` Beni Abui. DIV. NO. YEAR NO. SHEETS
<br />" w = '*Z !Va ` f '4 T CALIF. S-12930) 11960 1 19 25 {
<br />t N u f u , u n f �f �
<br />#8 18 3? -2If *S @ I$ X 17 -6 ' 10018x 11-0 ''I I Cont 0 edge *8018"x 1?' b" 1110 a 18"X 11'--0" #6 C�3 I$"� 3?'-2" COUNTY OF SAN JOAQUI N
<br />3/ !/ GL �.✓�/��' z-f/�
<br />4 Span to bent � 4 Span to bent � �'' ,—..._..._ .—, —•� ___. — — •
<br />I County Rood Commi sioner 1
<br />Civil Engineer Licens No. 7077 '
<br />ftdger finish -z.,,�Fill with Asphalt Latex � ` STATE OF CALIFORNIA
<br />Gf_a/f
<br />7�t P %CIF R E/Vl�l�l --� 6'-0� a•- 'N t l _ =L3Cq1 Main r¢inf' steel R.,.,�. c, 1, tt crt �otl�Et -tic �[
<br />c�, Note:a-- +� Approved _.__D�1� 190
<br />f Splices, shown maybe omitted where 4f 6° gf_ 6r" a•- —
<br />�. boys do not exceed ovoilable lengths. • I 4 "'6 .
<br />Splice 35 41a. in top reinforcement 3'-p" 21-61 3 3,_Qlf !
<br />and 20dia. in bottom reinforcement. --�--- --�` 80TTOW REINFQRCEME ,T -�--�- i TRANSVERSE SLAB
<br />f CONSTRUCTION JOINT
<br />�
<br />/
<br />x * M f d # " / U Zo
<br />11 4 u 1.iIf q, Ifli1" 4� 7C I X � I I 8@1 X@ 1 I �a x_18x# x Z07618"X22 IfZ,080"fu# f $ 22 a IS-07 8 9-0 ? 18 29 6@ 18 i? -0 8� IS 23-0 II I �I - � c� x -
<br />�I I Cont. @edgy8 5 0 ? 18 19 0 �'4 bar
<br />I
<br />I �
<br />-� 14 Rail spaces @ 6=3" =8?'-6" _=_ •
<br />1'
<br />4
<br />- , li f 11
<br />28
<br />" 2 yz l/
<br />4*4 Bay choirs spaced at 3ft• t ctrs. transversely
<br />"4 $pacers @ 18" -all spans and 4vaft t, ctrs. longitudinally Clear Na" top and bottom I l
<br />T: _ e
<br />.
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<br />= Win./ .F. -' nar'Y..+1.
<br />I I -�— .� �.,., _ - .�..... �� 1 For, t a i [ s See
<br />�" p
<br />- I I S hee f No. 18 Batter 1:4 -7
<br />* f 1/ I h I li li " u I
<br />5018 5 •10sp.013 bola 5c�la 5 - 15sp. @ 14 #5c�18 = ( #5� 1& *5 -10s . 0 13 *5@ I
<br />...� (TYPE' "9...�PAN) (TYPO` IV SPAN) � 1 (7'YPf "O"SPAN,
<br />f ,-- --� 13AR CHAIR
<br />r i
<br />i . No Sea le '
<br />PLAN a ELEV�TION
<br />Scale % "- 1' 3,/. �. -.. 32 = Q" �-3f
<br />RoQ way
<br />12 f2 �
<br />4,x W splice bolts
<br />If � 14
<br />9�4" 8 r Joint 2 4'a fa 4 4 .j�2' �cv <
<br />r 1,944 * 6`-3" Post spacing �' La in t I f
<br />Approx. p '�` I Post bolt slot
<br />� Post bolt hole of traffic - I �
<br />- � �t-�l --- a-- 1-a---L _ --�--. ---�.
<br />slotted holes- ----
<br />r _ 'M #6 c3 IOu 102, top$bat. _ 3 V Groove 1
<br />between piles I f I
<br />slot
<br />J/—
<br />PLAN _ --
<br />,,,_,�, 9f_ Q,f 2,-9 flf
<br />Terminal section 1
<br />lopped on traffic rota - "r-- i , f Concrete Piles
<br />RAIL SPLICE..
<br />..o h
<br />TYPICAL. SECTION 1
<br />6" W 15.5 6�-3" 6'-3"� A AI Cow 3ya� �. VQTTER CREEK) CHANNEL A & DUCK I C R E E K
<br />a
<br />GENERAL NOTES
<br />II / ` � � •
<br />r
<br />1-sib bolt ,. . ` SPECIFICATIONS.
<br />I I 1I ( 6Vf15.5� a _ �6 ,@ 18„ N DESIGN: A. A. 3. H.O. DATED 1967 WITH SUBSEQUENT REVISIONS. AND AS
<br />I I I " , " al q SUPPLEMENT'ED . BY ' BRIDGE PLANNING AND DESIGN MANUAL.
<br />2s/8 x4 xr,� >< �s/8" .x "� 1 yeo� between piles '
<br />4 CONSTRUCTION: STANDARD SPECIFICATIONS DIVISION OF HIGHWAYS DATED
<br />'` � M f . - ^�•
<br />M o 0 3 • l 4 x t ' 4 rods :�
<br />y° o • y" 1 " - _ JANUARY1960 AND THE SPECIAL PROVISIONS.
<br />If �, 3 s � or 2 l 4 x I-3 bolts � �� :., ..a f.
<br />i - ( t t I 12 Round hole --
<br />Set post in position `r' cv a • . LIVE LOADING,
<br />I I I „ � •a..a "; . i'P,�• r,'a• �•• .>' M �W r� � H20-S16-44
<br />• I 1 3xia x0-b� "� � � �.
<br />I t_�L. and fill with PC.C. It M... ..,
<br />f n w a hey ' ° x x - �= . - - UNIT STRESSES*.
<br />t_ �t-o- ,o: a �lw s", °:�u 3" 4' 0` 5" =�- �-" N S ESSES'
<br />" " "'A 1 F 120 I? S. 1. N = I
<br />! - REINFORCED CONCRETEt Ii = 20 000 P S. 0 ; 0
<br />2 x� xQr��d' '•a' . • a• F. washers I. � C f' ►
<br />f washer' _ '
<br />SECTION A -A Cutwoshftr Cut washer f tLevel f PILE LOADING = 45 TONS TYPE.- CONCRETE ( CAST IN DRILLED HOLE) I
<br />" I _0 4 U c� I $ "4 7 top a bot. � .
<br />2- N x I•-4"rods
<br />` 3 " i " "x M f f M f REINFORCEMENT: EMBEDMENT IS CLEAR TO OUTSIDE OF BAR AND IS 2" TO MAIN It,
<br />E POST 2 /4 X l -a rods or Z•4 I -3 bolts ---g/e ---� 13 - 6 REINFORCEMENT,. EXCEPT AS NOTED. BACKING FOR HOOKS IS FOUR DIAMETERS
<br />1'4
<br />ON SHOULDER POST ON SLAB RAIL POST ON WALL :.�- EXCEPT AS NOTED.
<br />WHERE REINFORCING BARS ARE SPLICED THEY SHALL HAVE A 201
<br />s ' `� DUSKtPOT F _ CREE: U DIAMETER LAP UNLESS OTHERWISE CALLED FOR ON THE PLANS.
<br />A aB T
<br />TYPICAL BRIDGE RAIL DETAILS
<br />�i4 Stole
<br />
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