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I <br />N <br />I <br />0 <br />w <br />cc <br />3" <br />1/4 " recessed steel plate barrier, <br />1/2 " x 3" flathead cap A bend to conform to face of <br />screws with insert _» concrete barrier, galvanize after fabrication <br />assemblies - tot. 4 <br />112 " recess in concrete <br />2" min <br />,,9 8 Blockout in barrier 671 <br />6 to accept joint seal min <br />2" 1/2 cJr under plates assembly and anchorage <br />Approach slab <br />(see Section D--D <br />for additional <br />blockou t rein forceme <br />g„ 9„ <br />HIGH SIDE OF DECK <br />Join t seal <br />assembly thickness <br />8" min - <br />SEAL INSTALLATION <br />PLAN - DECK JOINT <br />3/4 - 1,-0, <br />® Indicates joint seal assembly blockou t <br />SEC TION C- C <br />3/4 <br />STANDARD DRAWING <br />FILE No. XS 12- 79 DESIGN 1BY o I c K a ,4 ►7 L o w CHECKED <br />DESIGN MATE DETAILS BY R. YEE CHECKED <br />4193 <br />SUBMITTED BY <br />DS OSD 2147A ( GADD 7197 <br />icrete barrier <br />c <br />APPROVA ECOMMENDEO RY <br />DESIGN SUPERVISOR <br />For spacing, see high side <br />1/4 x 12" wide backing plate <br />on bolted side only. <br />(1/4 " gap on non bolted side) <br />#5 J 1 @ E, tot. 3 each <br />side o f join t <br />7'-1" <br />Joint l Jo t sea assembly edge beam. <br />Anchorage not shown <br />L O W SIDE OF DECK <br />#5 x 8'- 0 " tot. 4 <br />bridge side of joint <br />#3 x 1'-0" tot. 4 <br />each side of joint <br />5-2 <br />)p tional construction <br />faint location <br />1' <br />#4 12 <br />14�6 — tot 7 <br />2,-6» <br />#4 @ 4 <br />Key <br />SEC TION B-B <br />Rein f. shown is in addition to slab rein f. <br />DETAIL D <br />2'- 6 " <br />Concrete bar <br />Limits of 1/2 " recess <br />�4 <br />#4 <br />Direction <br />of traffic <br />7um temperature <br />ete barrier <br />plate barrier <br />DIS T I COUNTY <br />ROUTE POST MILES SHEET I TOTAL <br />TOTAL PROJECT NO, SHEETS <br />REGISTERED ENGINEER - CIVIL <br />r)�HMAD <br />FE551NgCABDEL-KARIM <br />No_ C051297 <br />Exp. 06-30- OZ <br />�Tq CIVIL.Q <br />lF ofi CAI.�FQ�- <br />PLANS APPROVAL DA TE <br />Limits of 1/2 " recess <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 />Edge beam for Joint <br />seal assembly not shown <br />ELEVATION A -A <br />1'-0„ <br />Approach slab <br />#4 @6 <br />3/4 „ - 1,- 0 „ <br />Blackout for joint <br />seal assembly <br />1,-0„ <br />min min <br />__,#5 tot 4 <br />3" <br />#4 @6 <br />(see Note 3) <br />3" bonding on - <br />smooth finish _ <br />1/4 " expansion <br />joint filler <br />I" chamfer, t yp — <br />§5 x 2'- 0„ @ 72 <br />3" <br />n <br />DECK OVERHANG A T HINGE <br />2,^0„ <br />#4 C @ 5 (Alternate <br />these bars, see Note 3) <br />End diaphragm <br />3" bonding on <br />smooth finish <br />'-N-- 1/8"x12" neoprene strip bonded <br />5 3" min. width each side of joint. <br />place prior to bockfilling the abutment <br />bockwoll and installing the temporary bumper. <br />(Fold neoprene into chamfer) <br />_ Back wall <br />JOINT PROTECTION AND ABUTMENT TIE DETAILS <br />Note: Detail shown supersede that shown on "Structure Approach Type N(30S)" sheet. <br />SEC "'ON D—D.Notes: <br />, <br />RECORD DRAW1 <br />r�orrections By_ <br />Anv Pefsuri ' <br />All inform' <br />S TA TE OF . <br />CALIFORNIA <br />DEPARTMENT OF TRANSPORTA RON <br />ORIGINAL SCALE IN INCHES I I I I <br />FOR REDUCED PLANS 0 1 2 3 <br />M `nould V* <br />Sit® Of \ .. <br />DIVISION OF STRUCTURE-5 <br />STRUCTURE DESIGN <br />CU <br />EA <br />No Scale <br />Note: Abutment not shown <br />or ❑ dimension and details not shown, see Bridge Plans <br />2) x Is greater than or equal to y <br />3) The indicated bars may be moved as necessary to allow <br />installation of Joint Seal Assembly according to the approved <br />shop drawings and as directed by the Engineer. <br />ABUTMENT JOINT SEAL DETAILS <br />BRIDGE NO, <br />MARIPOSA ROAD GRADE SEPARATION & REALIGNMENT <br />POST MILE <br />MOVEMENT RATING GREATER THAN 4'� <br />DISREGARD PRINTS BEARING REVISION DATES ( PRELIMINARY STAGE ONLY ] SHEE of - <br />EARLIER <br />REVISION OA TESI J 4 E T 51 <br />7 <br />X51279.OGN V1=1 <br />