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X-SJ-FAS - 12930) JACK TONE ROAD wI , f 1 FED. ROAD STATE PROJECT N0.- FISCAL 9MEET TOTAL A, Abvt, Bc/!t Befit Abuf. DIV. N0, YEAR N0. SHEETS I *,/ 02 t3 ,� *4 7 CALIF. S-1293(1) 1%0 19 2S COUNTY OF SAN JOAQUIN ;t IV 06018 a x W-aN "8 018"x 17'-6 0106184 W-00 "I I Cont. 0 edge 48018"x174, «10 a 18"K I I'-0" "6! 18"x 37'-2' , 34 Span to bent V4 Span to bent /4 �` � � = - _- _ County Rood Comm honer Civil Engineer Licens No. 7077 Edger finish I Fill with Asphalt Latex i STATE QF CALIFORNIA 1+ � 6'-° TDP REINFORCEMENT 610.. 'N 4 K — .o `.K I � Main reird steel ` r,�F. , < N I 10'-0" 10'-0" IBM `14 Approved- -ADLI" L z3 ._ 1960 n 'io Note: w -N d Splices Hawn tmW be otnitte4 whore 4'-6" I 5'-6" 4'-6" — on born do eat exacd ovoildble lengths. ---- N Splice 35 dia. in tale rsinfiorc*mnt s'-a 2-6' 3 -o TRANSVERSE SLAB and 20 dia. in � Ukdorcunent. BOT TOM REINFORCEMENT " CONSTRUCTION . DINT 74 scale I"=I' 0 A Zj v aIN .n 4T�I$"x22''11" 09!18"x IS'-0" ' *7! 19"x 29'-6" 08! "N 17'-0" *81� 18"x 23'-0" "7018"x22'-11" 08! 18"x 15'-0" 070 I8"x 19'-0" I � I 18 � "4 ti � '�I 1 Cont.! edge bar � I 14 Rail spoaes ! 6'-3" =$7'-6' ---am e-9" 21 -0_ 28�-pll 211-0" j I 4 Bar chairs spaced of 3ft.a Ctrs. transversely �? , j I 04 Spoors M IS" -all 6pans and 4Vt t Ctm longitudinally o I Cl or I've" top and bottom f I N *: d ( Ste I I i �- I fror Cap f*t i s L ' hlt+ti� N�. 18 Satter 14 0$!f$" .6 - 10 a►3" .6".00!" j «501' 05 - I5ap. • 14" 18" «5 -lOsp. o l3" #5l I8N i ('TYOE 'O".Spm) I (TYPE "B"SPAN) (TYPE "D"SPAN) I ' � BAR CHAIR No Scale 1P t PLAN & ELEVATION scow 14 1' 321-0" " 3 a rvQy 3 Re WN 114"split boltsN xt 314' a WJoint " 414" 4 4 " N e-914" 6'-3" post NSA = I Approx. of xoftilin roctian q Post bolt slat Post lain .r._t- t- fi 1— —I"_ 1_ 1_ -1—`fi- --t--t _1— —t -* �1 _ 'I"t— T--t- ---r "t"t sktled holes 4--•�•—1 --I`^ -- ' "6 %b a 10" 10~8 top C bot. '14"V 61110ovs o between Piles I �r 1 "X7 " j PLAN sbt I I/ 2 --,`N 91-0 N 41-6N 44 191001 9V11 , 1 Terminal ssdion lapped on traffic foalConcrete Piles 1 ' i • RAIL SPLICE I' - " - " " e TYPICAL SECTION II i1 6"W 15.5 6 3 3 A11aw 3 (POTTER CREEK) CHANNEL ' A � DUCK CREEK II GENERAL NOTES I SPECIFICATIONS: „ -N i DESIGN A. A. S. H. 0. DATED 1957 WITH SUBSEQUENT REVISIONS AND AS ! t8 I SUPPLEMENTED BY BR10GE PLANNING AND DESIGN MANUAL . ;;, 61 2 Si"x4"x tl" N 4 _•--=116% bstwasn Piles I II I I iv N G 2- 1111!"xI=6"rode Z N4"1< x' CONSTRUCTION I STANDARD SPECIFICATIONS, DIVISION OF HIGHWAYS, DATED cq I �' 1 31E © 2't'l1 x1'-4"rrada JANUARY19W AND THE SPECIAL PROVISIONS. 3 or s • j i i i i t 12"Rwnd holt. ea H20-316-44 1 i ii Set post in pa#ition 3:>4 x0_b !b t„ LIVE LOADNH SSES- I �� fit! with P.C.C. � � � . , , .w .,,_ � , , , , . . 3Yx�Mxol I.•N l9 03 UNIT SIRE -- _J 2 , 547. washers I REINFORCED CONCRETE: Is = 20,000 P. S.1.; FC = 1,200 P. S.1.) N = 10 SECTION A-A cutwo" Cut washer o p , " Level PILE LOADING: 45 TONS, TYPE CONCRETE ( CAST IN DRILLED HOLE) _0 4 US 18 4 7- 7 top &bat. 34" 2- 44�9 1=4"rods I REINFORCEMENT EMBEDMENT IS CLEAR TO OUTSIDE OF BAR AND IS 2" TO MAIN ' \ A 2- 44% I'-0"rods or 2-44"x I'-3"bolts 1 11 END POST a-9 13-6 REINFORCEMENT, EXCEPT AS NOTED. BACKING FOR HOOKS IS FOUR DIAMETERS, ON SHOULDER POSE' ON SLAB RAIL POST ON WALL EXCEPT AS NOTED. WHERE REINFORCING BARS ARE SPLICED THEY SHALL HAVE A 20 t • DUCK POTTER CREEK ABUTS. DIAMETER LAP UNLESS OTHERWISE CALLED FOR ON THE PLANS. TYPICAL BRIDGE RAIL DETAILS No Scale , s J- G. 2 i x