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3 I.: a ;j. IR 5• <br />j2r-z•�^� I1 3�_�a I Zi G� 7,s� �-TOP OF FLOOR <br />T\1 <br />EO�4 I 11 1III <br />11 <br />-�I <br />3 4 BE11T BAR WELD TO <br />16 C33.9-3PER C <br />(TYP. AT BOT!\ ABUTS) <br />STIFF. PLATE) <br />SECT <br />TOP OF <br />CURS. <br />IBC 33.9 - R TO BE <br />PARALLEL �O RDWY. <br />CROW N.(TYP. AT - <br />BOT'H ABUTS. <br />new IPrLR-= <br />WELD R.aeS Z'f2b <br />TO S.T. a 1'. <br />•'STRUCWRAL CARB0�1 STEEL. <br />SOUTH CURB <br />E <br />ECTION THRU JOINT <br />NORTH CURB <br />SECTION E2 <br />;7y P. AOR 3DWK.A4.50) <br />T6 S it" SLOTTED HOLE In <br />END DIAPHRAGM (SLOTTED �`OI9'Z.��► ,�Z/Z.9 <br />IN DIR criamIAPHR OF C) •-I'IU <br />TYP, 1-0' <br />SECTION F-3 LEGEND <br />A.I. S.T. cc• V 33.Sa6 ` ROWY. WIDTH. <br />4'RDWY. WIOTH. i6'*IAOLES FOR 60LT"6. <br />3. 8a2 L'•ROwY. WIDTH. WELO TO Lal WITH 2 LINES <br />OF �FILLET WELD. 2 ? Co. 6 9 HOLES FOR BOLT "8. <br />E3 y �I E3 , 4. BAR 2%£ * 1% • RDWY. WIOTM. WELO TO Lal WITH 2 LINES <br />nO.} FILLET ELO. 2 O Co. <br />AIS blll �� �'F W <br />S. RA6RICATE FROMZ• WELCEC R. WELD TO SZ EM 0. VkA OF ST.' I <br />^ti'\28 `NITH 4" Fi_L_Z WELD. NEAR SIDE 4 FaR S\O�. <br />9 •', •I� �I (o, S,$ MIN. LAMINATED 4 SLOTTED SHIM. <br />�'• •�� AI 7. DRILL HOLES IN STRINGER FLANGE IN FIELD FOR 4- <br />36 NF/35QYP) �� a = ERECTION BOLTS <br />6. BOLT BOLT WITH SQ. NUT 2 2'-O' CTRS. TACK WELD <br />NUT TO L"2. G2_A5_ FOR EASY REMOVAL. ll// SLOTTED HOLE <br />IN ST.a 1. LONG DIMENSION OF SLOTTED HOL' TO SE PARAL-EL TO , RU. Y. <br />._57,, cF o_A-c _.-- S.AP?LY hUt COAT OF B17'„MAS71C TO TH'S SJRFACZ'. <br />AFT= -'Z CONCRETE HAS SET FILL HOLES WITH HOT POURED ELASTIC <br />T`' J01 NT SEALER. <br />10. I-'r,"'t VENT HOLES La 2•'•O' CTRS. <br />BENT BAR Q 9ALTERNATE CTRS. 9E7\o4EEN <br />TYPICAL DI"?HR G.`.i DZ 1AIL STRINvERs. W MD 7o S.T. a 1. <br />12.E ° BENT BAR'( 1'•0' CTRS. WELD TO <br />13. L O'• 3'a APPROX. 3••0 CTRS. wE'LD TO L a 2 . <br />14. !4IO BOLT & NUT. TACK WELD NUT TO Ls 18.0 9" LC-.') <br />IS. NOT USEO. <br />IG. NOT U-7-0- <br />1-7. SAME AS BOLT 'AB ExCEPT FOR LENGTH. <br />SEAL NERTICAL CURD SDWK• X# la. R_ 12S x V-5FNO DOWN FACE OF CURB AS SHOWN. <br />JOINT WITN BLACK, <br />CURB-� FIELD `NELO TO S.T.a 1 4 TG R 25. <br />COLO APPLIED JOINT F I FI <br />SCALER "NERTtSEAL" `«* \ * 19. P.$^��-CEND DOWN FACE OF CURB AS SHOWN.'.Y_LDi02 <br />I I:. AS 1-F'GO. BY THE \ -SEAL \ «'F20.•','_SENO DOWN FACE OF CURB AS SHOWN. <br />-•i SERNICIS=_D PRODUCTS WELD TO 15. FIELD WELD TO BAR44. <br />i CORP. OF CHICAGO,ILL- '�j� 21. a BENT AN;•F10R BAR. WELD TO F�N <br />b.Olb4'25 AO`A'92'2a <br />N. (16xLGl <br />OOR. OR AN APPRO=O �,�'-' � 2R1 5.. <br />EQUAL. f x,`C.4 22. L9'• 2� - • O 3'. W_..D TO t. 9. y 3 '.IOL'c IN 3 Ltv-FOR 23. <br />2D- lit t SOLT NUT. TACK WELD NUT TO 4.s22.;1 -Z lam) <br />24. P_ FLA WELD TO o ,4 9 <br />25 FLA, -,c -GUT TO COV FORM TO SNAPS OF CURB B SDWK. <br />FIELD WILD TO PLA�E_'ZS. SHOP WELD 1`0 *IS. <br />?C,5AR 3/ax1.0'- WELD TO 'k's l,t101a <br />ilr 91r 3tk 21. 3'ILCCK 4 SOLT FOR Sx!P*a ENT '.N1TN PIPE SLEEVE AND 2"?'aOLTe 3-O CTRS <br />%Q FILLER l-3" FRONT FACE 4 FILLER 2B, s` PL'1TE. CUT TO GOFIFORM TO St1 A'. E, OF GUR2 {l. SDWK. SHOP <br />OF PARAPET. WELD TO t10. S ANO S.T. I. <br />LIMiTS OF <br />CO NCREtE A,)*J(* PROVIDE j(, HOLES IN ST °`/ � I -OZ FOR z'O BOLT. <br />VIE.Y FI FILLER DETAIL AT AFTER CONCRETE HAS 5ET REMOVE BOLTS#H P, '11-7 <br />AND FILL HOL-5 WITH HOT POURSD ELASTIC TYPE JOINT SEALER. <br />rxr i• xoT POURED GLAST`C WEST A '�vIT',!ENT EXF'ANS10N J01�:T TO BE 9U1LT TO CONFORM TO RDWY. <br />TYPE. JOIN_ S0 -L: HOLD CROWN, GRADE CURS SLOPE RESP_CTINELY. <br />NORTH SDWK. GAGE LINE a BELO-,V' .OP Or CONCR c'E . #Y ALL 1 =._.MS MARK 0 VOTH ASTER',S KS SHALL BE MADE.. OF <br />END DIAPN. CORT EV h'1 AYARl- R OR OTNcR STEEL 0:SsrRmsvE. AgVT, <br />I 3 4 5 6 7 AL's. MATERIAL \N i^1(PA NS\ON JOINT SHALL 6E PA\O FOR AS <br />STRUCTURAL LOW- ALLOY STEEL. `-FLAT DUMBELL RUBBER WATERSTOP CODE <br />11 0' TYR RO' GAGE LINE <br />5318 -GO AS .+NMUFA[TURED BY SERY1C15E0 PRO0UC75 <br />END DIAPX. CORP OPCHICAGO OR APPROVED EQUAL. MAKE <br />�� ���,� W. ABVT. HOT POURED ELASTIC. TYPE JOINT ' " FILLER SLAB WIDTH <br />4e_ e <br />E L SEALER .HOLD a BELOW TOP OF C.O KC. 4 a LESS G <br />4" I--� <br />DIAPHRAGM HOLE LOCATION FOR TEMPORARY HOLD DOWN DEVICES I <br />SOUTH <br />FLOOR. <br />I <br />�pAVINCa NOTCH �/ <br />� BACK FACE OF= <br />l`1 8 EI IZ ABUTMENT. _ <br />1` 1 I IZ� <br />�I I QD �� I <br />R , \t �, 1 n ^ '0 j r <br />13 <br />71 <br />T- <br />11 I <br />1 1 I 11 1 �I 1 I <br />I I 11 1 5' 7 I 10 i i �5 i I II � l I'- !o' 11 11 ; ;1 1 '1I I d I <br />I <br />I <br />FRONT FACE i <br />�I OF PARAPET. ' <br />G I �OF SEARING E2 <br />PART PLAN <br />CGS E, ABUT) <br />F . <br />u _� i I l• I <br />IF U <, _ <br />I U - <br />S •a <br />1 II • <br />2s <br />IS C 39.9" HOR1L. `-- 5TIrP, PLATE. <br />7 •STRUCTURAL C�.R90T1 STEEL <br />1 SECTION AT WEST ABUTMENT <br />I <br />. ...�.e STATE HIGHWAY COMMISSION OF WISCC <br />EXPANSION JOINT <br />e •..� A.A.l. M.O. '61 a .nHZOSt6 <br />STRUCTUREB_'2 'LOd SHEET 5 OF 12 <br />X27398 <br />