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End of C See "Approach Slab <br />wrngwQll Transverse Contact <br />Joint" table <br />Front face of barrier "b " bars <br />See "Approach Slab BB or EB <br />Transverse Contact <br />Joint" table <br />Longitudinal const. <br />A A <br />join t. <br />(See Note 3) <br />Retaining wall <br />Match dE <br />overhang <br />Geocc <br />drain <br />Jo' -O" <br />SKEW < 20 a <br />SENN ■ <br />--------- - <br />f ■i <br />PLAN L 30'-0" <br />SKEW > 20 <br />1" = 70' — <br />30'-0" - Pay limits for structural concrete, approach slab <br />See "Seat Type Abutment <br />Tie Details" <br />rv� #6 @ 72 <br />#4 bar chairs @ 3'-0" ± <br />transversely on c' _ rr <br />longitudinally <br />5@1, <br />'b " bar. <br />Filter fabric '8 @ 6 <br />o � "a" bars <br />Transverse contact joint <br />SECTION A -A <br />Geocomposi to drain 3/4 " = 1 '_ 0" <br />See Note 2 <br />TYPE E-1 <br />Concret <br />barrier <br />,'tructure opproacl <br />#6 @ 12 <br />N cont tot 4 <br />o " bars <br />TPB <br />Wingw <br />PP @ 5 retain <br />Contact joint f -- <br />AC Pavement <br />D-)odwoy pavemen t <br />SECTION c - c <br />TYPE E--2 <br />314 " = 7'-0" <br />( Type E-1 to be used, unless otherwise shown on plans. ] <br />STANDARD DRAWING <br />FILE NO. XS 22-18 DESIGN BY M, TRAF- ALIS CHECKED E. THORKILDSEN APPROV RECOMMENDED BY <br />DESIGN DETAILS BY R. YEE CHECKED E. THORKILDSEN <br />DATE 8192 SUBMITTED BY M. HA <br />DESIGN SUPERVISOR <br />DS OSD 2147A ( CADD 4/89 <br />DETAIL A - <br />103 <br />No Scale <br />Lane line, typ. <br />See <br />"Detail A" <br />of structure approach <br />Concrete barrier <br />7 - <br />Bridge deck <br />6" <br />BE or EB - <br />See "Rood Plans" <br />7c t joint for <br />Pavement <br />Sealed joint <br />#5x2'-0" <br />BacA <br />Pourable seal <br />PP <br />112 <br />\1 h. ?1 —/8 <br />31on <br />Is <br />;H -END STAGGER <br />No Scale <br />3" x 3" x 1/4 " angle <br />See Note 4 <br />EDGE ANGLE DETAIL - <br />112 J1 - 11-012 <br />3" x 3" x 114 angle ( Galvanized ) <br />( See "Edge Angle Detail" <br />low side only <br />__,Structure approach <br />1/4 " x 3/4 " x 8" flat <br />bar @ 72" centers <br />IPlace 1/4 " hardboard between slab and <br />wingwoll, with smooth side toward wingwall <br />DE TAIL B <br />1 712 - 1,_ 0„ <br />Blockou t <br />join t sea, <br />assembly <br />#5 x <br />1,-0" <br />#4 6 <br />@b <br />PCC roadway pavement <br />TAI <br />End of <br />concrete barrier <br />DIST COUNTY ROUTE <br />POST MILES SHEET I TOTAL <br />TOTAL PROJECT NO. SHEETS <br />�1:J pRo��ss�aN�� <br />4row • 4441, <br />REGISTERED ENGINEER - CIVIL `' AHMAp ABQEL-KAREN <br />c r-, <br />No. C051297 M <br />Exp, 05-30- DI <br />C I V I L �Q <br />C A <br />PLANS APPROVAL DA TE <br />The State of California or its officers or agents <br />shall not be responsible for the accuracy or <br />completeness of electronic copies of this plan sheet <br />0 <br />#4 bar <br />BAR CHAIR DETAIL <br />A PPRCA CH SLAB TRANSVERSE CCN TA C T JOINT <br />APPROACH SKEW <br />WITH AC ROADWAY <br />WITH PCC ROADWAY <br />PA YEMEN T <br />PA VEJEN T <br />C 20 o <br />Parallel to face <br />Parallel to face <br />of paving notch <br />of paving notch <br />20 - 45 o <br />Parallel to face <br />Stagger lines 24' <br />of P N use (Detail A) <br />to 36 apart, <br />> 45 o <br />Parallel to face <br />Stagger at each <br />of P N use (Detail A) <br />lone line. <br />N C TES: <br />7. For details not shown, see Structure Plans. <br />For MR < 2", adjust bar reinforcement to clear <br />a sawcut for sealed joint, when required. <br />2. For drainage details, see "Structure Approach <br />Drainage Details" sheet. <br />3. Longitudinal construction joints, when permitted by <br />Engineer, shall be located on lone lines. <br />4. End angle at beginning of barrier transition, end of <br />wing wall or end of structure approach as applicable. <br />5 For Transverse contact oint with new PCC avin <br />ECORDDRAWINp . <br />refer to Standard Plan A35 -A. <br />Corrections By <br />No Chancy^=. <br />Date <br />join t filler Any Person k <br />MR C 2 Y, MR 2 r, All ' By ir)g <br />SEAT TYPE ABUTMENT TIE DETAILS SEE NG TE 1 � <br />3/4 » _ 1 r-0» <br />(Superseded -see Section D -D on "Abutment Joint Seol Details" sheet) <br />S TATE OF <br />CA <br />LIFORNIA DIVISION OF S TRUC TURFS <br />DEPAP WEN T OF TRANSPOR TA TION S TRUC TURE DESIGN <br />ORIGINAL SCALE IN INCHES CU <br />FOR REDUCED PLANS 0 1 2 J EA <br />BRIDGE NO, <br />POS T MIL E <br />6. At the contractor's op tion, approach slab transverse <br />reinforcement may be placed parallel to paving notch. <br />yF V6 Spacing of transverse reinforcement is measured <br />Site otvvo*. along J roadway. <br />® Remove all polystyrene. <br />MARIPOSA ROAD GRADE SEPARA 11ON & REALIGNMEN T <br />S TRUC TURE APPROACH TYPE NOOSi <br />DISREGARD PRINTS BEARING REVISION DATES ( PRELIMINARY STAG ONLY ] SHEET OF <br />EARLIER REVISION DATES T_T50 57 <br />X522 ] S. DGN VI= P <br />