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i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - POST MILEi i rn DIST. COUNTY ROUTE TOTAL PROJECT NO. SHEETS N W 1/4' recessed steel plate barrier, 21 -6 1x y2' x 3' flathead cap �� -- bend to conform to face of i ' at maximum temperature Q�°pROF screws with insert A concrete barrier, galvanize after fabrication C, yc CC assemblies - tot. 4 9 For spacing, see high side 1 0 End of concrete barrier REGI ED ENGINEER - CIVIL JEFF W. 01 N V0 y2' recess in concrete I Concrete barrier 1y2, 1/q' Steel plate barrier ,40. C42728 2' min - /q x 12 wide backing plate * E,�, 3-31-04 8' Blockout in barrier 6' on bolted side only. CIVIL 61 I to accept joint seal min t %4 gap on non bolted side ) Limits of y2' recess sr��E pr cry IF \� �2 /2 c l r under plates assembly and anchorage I q 5-4t 5- 7- #5 *5 6, tot. 3 each -- �— PL—`ANS APPROVAL DATE Joint seal side of joint I I Limits of y2' recess assemb I y th i ckneSS ==Memo--D 1 rect i on The State of California or its officers or agents Of traffic ( I '� shall not be responsible for the accuracy or YA 8' min ��- completeness of electronic copies of this plan sheet. 9' Joint seal assembly edge beam. Edge beam for joint Anchorage not shown seal assembly not shown HIGH SIDE LOW SIDE OF DECK NOR SEAL INSTALLATION ELEVATION A- A 7y /4' = I ' -0' Y4 = I ' -O' B i JOINT INFORMATION ' a' DIMENSIONS *4 1 ' -6' MOVEMENT LOCATION RATING SKEW WINTER SPR1 NG SUMMER * , 5 t , R. ) & FALL - ' *5 x 8' -0' tot. 4 ABUTMENT 1 5' 10° 3' 2' 1 ' Cbridge side of Joint *q -� ABUTMENT 7 5' 38° 3' 2' II ' *3 x 1 ' -0' tot. 4 each side of joint *4 *4 Ci// ————— Concrete barrier Notess —— —— 1 ) For details not shown, see Bridge Plans 2) x is greater than or equal to y B Edge of deck 2' -6' SECTION B - B Optional PLAN - DECK JOINT paving notch - *4 — Joint seal assembly blackout Y4' = 1 ' -0' Y4' = 1 ' -0' Reinf. shown is in addition to slab reinf. m Bend when in conflict with support boxes Approach slab t If required >1 Construction joint See Detail ' E' when approach BO-5 slab not required See Note 2 Construction joint 5 2 `�, *5 @ 12 �- x ' a' y 2'-01 - *4 =_ @ 6o Optional construction '-6' @ I'-6' *q 18 6, I, @ 12 Joint location *4 II *5 *5 �@ 12' at corner tot 7 " I Backwall 11 *4 s - i 1 2,-6. D I *4 (=�_ i 4 i 2 4'-6' 0 } *6 @ 12 min 11/2' x 6' Key E See Detail D ;0 -01 5' -�' � --� lye' Clr DECK OVERHANG AT ABUTMENT I> ® `_- Indicates joint seal assembly blackout DETAIL D No Scale 1 1 -01DETAIL E Notes Abutment not shown L SECTION C - C Y4' = I ' -o' o Y4, I 1 -01 Backwa I I w 1 thout approach slab SPECIAL DETAIL JACK TONE ROAD BRIDGE AND OVERHEAD STANDARD DRAWING FILE NO. XS 12-79 DESIGN BY O/cK BARLOW CHECKED N'PRaV RECGMMENDED BY OI Revised D i mens 1 On STATE 0 F 29C_01DGE 1 ABUTMENT J 01 N T SEAL DETAILS m DESIGN CHECKED �� Rev i sed Note CALIFORNIA DIVSTRUCTURETDESIGN ES POST MILE co DATE DETAILS BY R. YEE MOVEMENT RATING GREATER THAN 4 " IREV@SE® SUBk*TTED BY DESIGN SUPERVISOR DEPARTMENT OF TRANSPORTATION DS OSD 2147A ( CADD 7/97 ) ORIGINAL SCALE IN INCHES 1 1 1 1 1 ICU DISREGARD PRINTS BEARING I REVISION DATES ( PRELIMINARY STAGE ONLY ISHEETI OF FOR REDUCED PLANS 0 1 2 3 EA EARLIER REVISION DATES - - 36 1 41 i i XS/279.0151V VI-1 i