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2" LONG HEM COUPLING <br />NUT AND 3':'B,DLT.ApI <br />SEE BENT <br />STUD DETAA <br />GUT IER LINE <br />CONCRETE CURB <br />/jaGIL,Er LINE <br />COVER PLATE — <br />PLAN VIEW t4 EXPANSION DEVICE <br />° <br />NG SLOIIED HOLE FOR <br />3,4'. *sI'/oL0FLAT HEAD CAP SCREW <br />WITH V0" SQUARE OR HEX SOCKET. <br />TO <br />SCREW THREADS.O <br />BEVEL <br />2" LONG HEX COUPLINGS NUT <br />DO NOT IIGHTEN DOWN 40 SCREW.FIGSEE EIE 5 GBOLNT. <br />ATE T <br />BE <br />ECSSED <br />�/o PLBELOW °FACE ROFSCURB <br />INSIDE BEND RADIUS <br />D� <br />TOP OF DECK <br />SECTION THROUGH CURB <br />° <br />7 <br />PniTCRN my0ER 4400=0 <br />SEE DETAIL B"- <br />6" MINIMUM <br />D Ya' W. <br />TO <br />EAND RECESSED <br />OF CURB BELOW <br />EAG CnPASCREW fiYP.) <br />—.—� i� OF DECK� <br />2Co" PONry HuI p c <br />x 9" BOLT <br />STAGGERED AN"MASPCIG <br />SECTION D-D OB <br />DETAIL "B" OB <br />4y;'DI <br />z SQUARE kOR HEM ASOCKET. APPLY CBRIOGE IH <br />`i BEARING LUBRICANT T SCREW THREADS.O <br />ANDLONG <br />Y4" VIP. COUPLING 4" LT UT <br />LTG. GF DECK <br />y <br />I.GLPNDDIN ST ALLATION <br />INSIDE ELEVATION OF CONCRETE CURB <br />®BOLTON <br />& MENK <br />ENGINEER SIGNATURE . <br />EDGE OF PLATE <br />POSITION PLATE AND BOLI <br />O CALCLOSE/aCOMPLEI ELYY <br />V DIA. 3 sLONG BENT <br />STUD e IDe" (MAX., SAG. <br />IN NON IRAFFIG AREAS. <br />WELD TO EXPANSION DEVICE. <br />BENT STUD DETAIL <br />SECTION A -A <br />(COVER PLATE NOT SHOWN, <br />12'_0" <br />ASCREW M2' SQUARE OR HEX SOCKET. APPL Y BRIDGE <br />BEARING LUBRICANT PER LADD, PRODUCTS , TO SCREW THREADS. APPROVED <br />LATE <br />2" LONG HEX COUPLING <br />N, WITH BOLT <br />DETAIL "A" <br />GENERAL NOTES <br />GALVANIZE S PER SPEC. 3394. GALVANIZEFASTENERS PER SPEC. 3392. <br />PROa LE JOINTS <br />AS OTUERNMSE REQUIRED. BREAKS IN <br />CLOSE SFI RSE <br />WELDED JOINTS. REPAIR AFTER WELDING PER <br />SPEC. 2971.3.L. <br />PROVIDE STRUCTURAL STEEL PER SPEC.3306 OR SPEC.3309. <br />NR10GE <br />EXPANSION DEVICE TO A TOLERANCE. DF V4" <br />Y4" VIA. X IVd' FLATHEAD CAP SCREW WITH V2' SQUARE <br />DR <br />HEX SOCKET PER SPEC3391.COUNTERSINK CAP SCREWSyis <br />BELOW TOP OF PL ATE. APPLY BRIDGE FARING LUBRICANT R <br />MDDOT APPROVED PRODUCTS LIST TO SCREW THREADS.° <br />BETWEEN TOE COUTWDE FOES NOF THE <br />DDECKKNMEASURED ALONG <br />THE CENIERLINE OF JOINT. <br />TRANSVERSE DECKS REINFORCEMENT MAY BE SHIFTED THE <br />MINIMUM DISTANCE REBUIRED FOR EXPANSION DEVICE <br />PLACEMENT. <br />o DIMENSIONS ARE ALONG CENTERLINE OF JOINT. <br />A 2" AT4545F: ly," ATA 90°OF (PIERS 1&6) <br />o V8" I/a" MAX.). <br />o PLACE BENT RODS NORMAL TO JOINT. <br />° EXIEND GLAND a MIN. BEYOND THE TOP OF THE <br />° PROVID0'" MINE TO%a <br />M, HMAX. PLATE W GAP BETWEEN CONCRETECONCRETE FINISH BENEATH ANDHUNDERSIDE OF PLATE PROVIDE BOND BREAKER DUCT <br />° L APPROVEDLDUALIFIED PROM., <br />LISMBUN DGE GREASE. <br />° DMTAENNDARos. SONs se mOWN ARE REORED TO COMPLY WITH A.D A <br />s <br />E ER II CUTTER LINE <br />EL. B95.40 !PIER 31 VICE <br />EL. B95.40 IP]ER 61 IDE XP <br />u u Sf(/I <br />ANCHORAGE SRO. <br />V u <br />u i <br />GUTIER & BL TRAIL �IEL. 895.28 IPI CR 61 <br />//; <br />SECTION B-B — ALONG CL JOINT <br />ELEVATIONS SHOWN ARE Ve' BELOW TOP OF SLAB 4 FE JOINT <br />WATERPROOF EXPANSION DEVICE I"a Eo ,"eS.A.P"."199-010-012 '(RIDGE NO. <br />(SHEET NO. 84 OF 99 SHEETS( 02053 <br />