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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 />8 Blockout in barrier 671 <br />6 to accept joint seal min <br />2" 1/2 c/r under plates assembly and anchorage--, <br />g„ 9„ <br />9 <br />1— A <br />HIGH SIDE OF DECD <br />Join t seal <br />assembly thickness <br />8" min- <br />SEAL INSTALLATION <br />314 0" <br />Approach slab <br />(see Section D --D <br />for additional <br />blockou t rein forceme <br />PLAN — DECK JOINT <br />3/4 - 1,-0, <br />icrete barrier <br />c <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- I @ E, tot. 3 each <br />side o f join t <br />7'-1" <br />Joint l <br />Jo t sea assembly edge beom. <br />Anchorage not shown <br />L O W SIDE OF DECK <br />#5x8' -O" tot. 4 <br />bridge side of joint <br />#3 x 1'-0" tot. 4 <br />each side of joint <br />..,,int 0-- <br />5-2 <br />)p tional construction <br />faint location <br />1' <br />#4 12 <br />146 — tot 7 <br />2,-6» <br />#4 @ 4 <br />Key <br />® Indicates joint seal assembly blockou t <br />SECTION C— C- <br />-314 <br />STANDARD DRAWING <br />FILE No. XS 12-79 DESIGN 1BY o I c K e ,4 ►7 L o w CHECKED <br />DESIGN <br />MATE DETAILS BY R. YEE CHECKED <br />4193 <br />SUBMITTED BY <br />DS OSD 2147A ( CADD 7/97 <br />APPROVA ECOMMENDEO R <br />DESIGN SUPERVISOR <br />SEC TION B—B <br />314 „ - I' -Opp <br />Rein f. shown is in addition to slab rein f. <br />DETAIL D <br />Concrete bar <br />Limits of 1/2 " recess <br />�4 <br />#4 <br />Direction <br />of traffic <br />Approach slab <br />#4 �� @ 6 <br />2,-6„ <br />ELEVATION A — A <br />1,T0„ <br />Tum temperature <br />ete barrier <br />plate barrier <br />DIST <br />COUNTY <br />ROU TEPOST <br />MILES <br />TOTAL PROJECT <br />SHEET <br />NO, <br />TOTAL <br />SHEETS <br />3) The <br />indicated bars <br />may be moved <br />as necessary to allow <br />installation of Joint <br />4-j A� - 4 4,- <br />REGISTERED <br />ENGINEER - CIVIL <br />�P ?,p F E 551 <br />opNgC <br />e- <br />L' AHMAD ABDEL-K RIM Z <br />M <br />L No_ C0512s7 M <br />Exp. 06-30- J9Z <br />�Tq CIVIL <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 />Blackout for joint <br />seal assembly <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--7/8"X12" neoprene strip bonded <br />5 3" min. width each side of joint. <br />place prior to backfilling the abutment <br />bockwoll and installing the temporary bumper. <br />(Fold neoprene into chamfer) <br />_ Back wall <br />JOINT PRO TEC TI ON AND ABUTMENT TIE DETAILS <br />Note: Detail shown supersede that shown on "Structure Approach Type N(30S)" sheet. <br />SECTION D—D. Notes: <br />RECORD DRAW1 <br />r�orrections By_ <br />Anv Pefsuri ' <br />All inform' <br />STA TE OF . <br />CALIFORNIA <br />DEPARTMENT OF TRANSPORTATION <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 />1) For <br />"a" dimension <br />and details not <br />shown, see Bridge Plans <br />2) x Is <br />greater than or equal to y <br />3) The <br />indicated bars <br />may be moved <br />as necessary to allow <br />installation of Joint <br />Seal Assembly <br />according to the approved <br />shop <br />drawings and <br />as directed by <br />the Engineer. <br />ABUTMENT JOINT SEAL DETAILS <br />BRIDGE NO, <br />MARIPOSA ROAD GRADE SEPARATION & REALIGNMENT <br />POST MILE <br />MOVEMENT RA TING GREATER THAN 4'� <br />DISREGARD PRINTS BEARING REVISION DATES ( PRELIMINARY STAGE ONLY ] SH EE T of <br />EARLrER REVISION DA TES � 4 7 51 <br />X51Z79.pGN VI= ] <br />