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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> I <br /> TOTAL <br /> DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS <br /> End of C See ' Approach Slab <br /> W wingwall Transverse Contact <br /> Joint ' table <br /> LQ End of approach slob �o QRo�Ess/gy� <br /> w Front face Roadwa <br /> I <br /> of barrier 1 er \ y pavement 6. REGIS E D ENGINEER - CIVIL JEFF W. OLSO <br /> C Q + C42728 <br /> tt Exp. <br /> Longitudinal const. 3 3-31-04 <br /> Joint. BB or EB \ 'b' bars � MPLANS <br /> Ssl' clvaSee Note 3 ) a` clo' -O' > APPROVAL DATE <br /> min <br /> o` <br /> A A , , #6 X 8' -0' top The State of California or its officers or agents <br /> a bars shall not be responsible for the accuracy or <br /> and bottom tot 6 <br /> A JA completeness of electronic copies of this plan sheet. <br /> Parallel to face �PCC roadway pavement <br /> of paving notch for Bridge deck —� P0 F <br /> skews up to 20° See ' Deta i l A' 10' _0. <br /> I <br /> I min <br /> Retaining wall <br /> 101 -01Y L' -01STRUCTURE APPROACH - END STAGGER DETAIL <br /> minPLAN in No scale <br /> SKEW < 200 I ' = 10' SKEW ) 20° F� <br /> Concrete barrier I <br /> Pay limits for structural concrete approach slob <br /> See ' Detail B' <br /> ' -0' b' bars <br /> I ' -3' I #5 tot 3 #6 @ 6, ' a, bars L Concrete barrier I Low side only <br /> #4 @ 12, b bars Transverse contact Joint <br /> #5 tot 4 min See Note 1 #612 _ See Note 2 <br /> N <br /> Blackout for <br /> Joint seal assembly, �,, 1- — See ' Road Plans' ' <br /> f2i <br /> a bars <br /> see Note 1 <br /> 0 I : I#4 � � 6 <br /> � N W i ngwa l l or <br /> _V 3x3' x /4' angle/4x 3Expansion retaining w <br /> al lE Joint filler 6' <br /> See Note 4 <br /> #4 r— a 6 For roadway structural section under BB or EB <br /> Construction Joint approach slob, see ' Road Plans' <br /> N 6' Abutment backwall I I #5 0 12 EDGE ANGLE DETAIL <br /> 3' , , _ , , SECTION C - C <br /> Abutment backwall p <br /> I / I 0 3� <br /> reinforcement /4 expansion Joint filler Contact Joint for /4 ' <br /> AC Pavement <br /> #5 a 12 <br /> I <br /> M R > 2 ' ' SEAT TYPE ABUTMENT MR S 2 APPROACH SLAB TRANSVERSE CONTACT JOINT j <br /> IC ', <br /> SECTIO N A— A <br /> -E- <br /> SECTION <br /> STRUCTURE SKEW AC APPROACH PCC APPROACH <br /> I v <br /> PAVEMENT PAVEMENT <br /> I <br /> Note: Seat Type Abutment shown, for Diaphragm Type Abutment, < 20° Parallel to face Parallel to face <br /> see ' Abutment Tie Details' . DETAIL A of paving notch of paving notch <br /> See Note I No Scale 20 0 _ 450 Parallel to face Stagger lines 24' <br /> Y4' steel coupling nut of P N use ( Detail A ) to 36' apart <br /> 8' clear, other depths <br /> must be approved Polystyrene around anchor Sealed Joint 4 5° Parallel to face Stagger at each <br /> by the Engineer assembly 2' clr 2y2' clr See Note I Approach slab 1 3' x 3' x 1/4 ' angle ( Galvanized ) of P N use ( Detail A ) <br /> lane line <br /> � extend to beginning of barrier transition, <br /> \ end of wingwall or end of structure <br /> N approach, as applicable. NOTES: <br /> �/8 Structure approach <br /> I . For details not noted or shown, see Structure <br /> %1 0 x 8' bolt 2 clr 2 clr Building 12• ± 'a' bars Pourable seal <br /> R 21/4 x /4 x21/4 sawcut fordJsealedr ointfowhenre to clear a <br /> with 1 '0 hole paper ( 0 1 required. <br /> Y4' 0 goly. rod 0 24, Note: 2' 2. For transverse contact Joint with new PCC paving, N <br /> with nut and threaded I I For details not shown, refer to Standard Plan A35-A. o <br /> ends. Rod encased in A see 9' Paving notch. �� 3. Longitudinal construction Joints, when permitted by the N <br /> 119 x 2' -4' PVC conduit 1/4' x 4' x 8' flat Engineer, shall be located on Ione lines. L <br /> ar @ 12' centers 4. End angle at beginning of barrier transition, end of — <br /> 9 ' ' PAVING NOTCH 12 ' ' PAVING N0TCH b- I Placer/4' hardboard between slab and wingwall or end of structure approach, as applicable o <br /> wingwall , with smooth side toward wingwall 5. At the contractor' s option, approach slab transverse m <br /> reinforcement may be placed parallel to paving notch. <br /> DIAPHRAGM TYPE ABUTMENT ABUTMENT TIE DETAILS Spacing of transverse reinforcement Is measured C <br /> /4' = <br /> along 1 ' -0' DETAIL B <br /> fL roadway. <br /> I�/2' I ' -0' 6. For drainage details, see Structure Pians. m <br /> Ln <br /> o i <br /> co <br /> co i <br /> STANDARD DRAWl1V(3 STATE 0 F N0. <br /> FILE NO. XS 22-21 DESIGN BY M. TRAFFALIS CHECKED E. THORKILDSEN APPROVAL,RECOMWNDED BY DIVISION OF STRUCTURES 29C-0411 JACK TONE R0AD BRIDGE AND OVERHEAD <br /> DESIGN � CALIFORNIA STRUCTURE DESIGN <br /> DATE DETAILS BY R. YEE CHECKED E. THORKlLDSEN POST MILE <br /> I <br /> "3 SUBMITTED BY M. HA DESIGN SUPERVISOR DEPARTMENT OF TRANSPORTATION STRUCTURE APPROACH TYPE E Q( 10 ) <br /> DS OSD 2147A ( CADD 7/97 ) ICUVISION DA ( PRELIMINARY AG ONLY ) <br /> I ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARINGISHEETI <br /> FOR REDUCED PLANS 0 1 2 3 EA EARLIER REVISION DATES 1 1 1 1 1 137 1 41 <br /> XS222I.DGN VI-1 <br /> I <br /> I <br /> - - - - - - - - - - - - - - - <br />