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NOTE: TOP AND BOTTOM TRANSVERSE BARS IN SLAB SHALL BE <br />SUPPORTED BY CONTINUOUS BAR CHAIRS ON OR ADJACENT <br />TO EACH GIRDER AND BY INDIVIDUAL BAR CHAIRS PLACED AT <br />3'-0" CTRS. AT APPROXIMATELY THE j POINTS BETWEEN <br />GIRDERS. <br />VARIES <br />FOR RAILING 5'-0" VARIES <br />DETAILS SEE <br />SHEET 6 OR 1'-3" <br />SHEET 7. LEVEL NOTE: TOP OF CURB TO BE BUILT TO ESTABLISHED <br />GRADE AFTER SPANS HAVE TAKEN D. L. <br />DEFLECTION. THE q' HEIGHT OF CURB q- HEIGHT OF 5DWK. <br />IS TO BE MAINTAINED AT POINTS OF [ A <br />I' BEARING. S S !7 <br />q 10 ROUND TO A 1' R. 5 16 <br />g (SEE SHEET G) $UPERELEVATON -02 %FT. <br />"/ `awl 4 OPT. CONST. JOINT1,4.xVARIABLE SLAB <br />g'CONT. 0/1,EE <br />DRIP GROOVEI I!CONST.JL TO BE I I• * i� � I 'p i <br />LEFT ROUGH —1 4 I 1"r�i- I II •) IB C42.7 <br />VARIES - . 2'-6" <br />TAN TO REF. - S <br />LINE •'W2" IF 8 �" <br />STA. 22 "W2" S <br />+go.44 <br />I" MAX <br />I <br />5 <br />2 a 1 ` q14 E'R TION •BOLTAlEIMAt!i III .... 36 NF135 f.54" �A R S,.X 8,•X2. -O 5 j <br />3'6" 11105 VARIES <br />4 SPA. e 7'4'- 31'-0" 9"72 4`1 VRE 6"I <br />CROSS SECTION TILIRU ROADEYAY <br />DEFLECTION JT. IN RAIL LOOKING EAST <br />TOP OF <br />FLOOR <br />0 <br />STIFFENER DETAIL <br />9 <br />5,2"X 6" <br />STIFF R- <br />EI B0.G. <br />W.ABUT.- <br />6" <br />FORM 9- <br />­ <br />PIVISION iRWEG'I I NO. ISHE! S <br />'1-Z� 4�i 29 P9 <br />BILL OF BARS 6/1500# <br />DIMENSIONS IN BENDING DETAILS ARE OUT TO OUT. <br />PoUR <br />MARK <br />NO. <br />PARAPET ONLY. (SEE <br />LENGTH <br />SPACING <br />LOCATION <br />DET. <br />SIB <br />4 <br />SECTION A -A <br />6 <br />23-6 <br />62 <br />SHEET G OR SHEE77) TYP. SPACE <br />AT STA. 22 <br />A2- 8 <br />36 NF 135 441 5 X3 ` STIFF. IE <br />36 WF 135 <br />72 <br />G <br />24-0 <br />t8"+c#'X 29'•0" Tt SPLICES. <br />- <br />"RI'SARS "R2' <br />BARS <br />1 MIDWAY BETWEEN 905T5„R2" BARS <br />"R3- BARS <br />"R4"BARS <br />"R2" BARS <br />"R2" BARS <br />41'-0" <br />"A5" BARS <br />— — — 7,) - <br />— — <br />!98 <br />5 <br />i <br />I-/ <br />Iq SPA.a 7=q"=147'3" <br />(MEA5. ALONG ru RAIL PARAPET)ISI" <br />1 <br />- I' <br />'--FACE <br />296 <br />-� <br />BACKWALL---�j I <br />32-6 <br />TABLE <br />PIER <br />DEFLECTION JT. @ PIERn- <br />�(S EE SHEET (c OR SHEET 7) <br />t- Q RAILING PARAPET <br />Il <br />S6 <br />CC BRG. E. ABUT I'�— <br />FF BACKWALL <br />F.F <br />4 BRG. W'.ABUT <br />SIDEWALK - LONG. -SPANI <br />- <br />TYP. <br />— - - - <br />157 <br />5 <br />4-3 <br />1-0 <br />SOWK.$ FLOOR -TT)ANS. <br />C. <br />S B <br />157 <br />6 <br />2 -6 <br />CURB - TRANS. <br />B <br />S9 <br />314 <br />5 <br />5-6 <br />" <br />SDWK. CURB jRAIL PARAPETp <br />N <br />SIO <br />157 <br />5 <br />I <br />- TRANS. <br />B <br />� <br />] <br />$ 1! <br />15 <br />6 <br />26 -O <br />SHOWN <br />ISL 30.11 <br />it 1 <br />� <br />1 I STRUTS IBC42.1 I <br />j <br />I <br />2-6 <br />1-6 <br />CONE. DIAPH. (9 ABUT. <br />11 <br />I <br />14 <br />5 <br />15-0 <br />SHOWN <br />I <br />Sri 289 <br />6 <br />END OF FLOOR <br />END OF FLOOR <br />—.�1 — I,I- - <br />145 <br />JI <br />-I --------II <br />•• •' <br />--�--,� <br />72 <br />6 <br />27-6 <br />I <br />72 <br />6 <br />PAVING <br />I NOTCH <br />PAYING NOTCH <br />1 -,,. I <br />I �O '. <br />SII <br />gI <br />I 21--r- o -N 20 -4" 1 <br />OPTIONAL j <br />B.F. W.ABUT. <br />I -Ai I 'K <br />--'�I—+--lr---------I <br />m,, <br />— + <br />'�—i.�'o^t, <br />---—___------�rd''� <br />Q.� <br />i <br />4 <br />CONST. JT i <br />m, <br />i o, <br />B.F. E.ABVT <br />S20 <br />IB <br />I— <br />27-9 <br />-----%----=---�r------4---------1— <br />521 <br />IS <br />6 <br />27-9 <br />IID" <br />CURB- LONG: SPAN2 <br />I <br />I <br />75PA @ 19=0� 1330" <br />I <br />j 1I <br />DIAPH. @ ABUTS. #s <br />STEEL EXP. PLATE <br />4 FILLER I <br />(SEE SHEET5) <br />I 1 <br />' <br />r <br />4: <br />8 <br />(SEE SHEET S) <br />II <br />12-0 <br />SHOWN <br />RAILING PARAPET <br />JOINT <br />- - <br />-- Jp <br />'I—oYP <br />-Ir--- <br />JI -Jt=- <br />——--- <br />5 <br />22-9 <br />•• <br />`a <br />1' <br />E <br />14 T(P <br />SPLICE <br />0CL <br />T <br />SPLICE <br />STRINGERS34" <br />R4 <br />8 <br />5 <br />13_6 <br />1.• <br />i <br />0 <br />I I <br />1 <br />I <br />I <br />I <br />36 W 135 <br />I <br />I <br />1 <br />9 <br />5,2"X 6" <br />STIFF R- <br />EI B0.G. <br />W.ABUT.- <br />6" <br />FORM 9- <br />­ <br />PIVISION iRWEG'I I NO. ISHE! S <br />'1-Z� 4�i 29 P9 <br />BILL OF BARS 6/1500# <br />DIMENSIONS IN BENDING DETAILS ARE OUT TO OUT. <br />PoUR <br />MARK <br />NO. <br />SIZE <br />LENGTH <br />SPACING <br />LOCATION <br />DET. <br />SIB <br />4 <br />P86 <br />6 <br />23-6 <br />62 <br />FLOOR -TRANS. -BOTTOM <br />AT STA. 22 <br />A2- 8 <br />36 NF 135 441 5 X3 ` STIFF. IE <br />36 WF 135 <br />72 <br />G <br />24-0 <br />t8"+c#'X 29'•0" Tt SPLICES. <br />- <br />4f'a" <br />e <br />a" CAMBER <br />B <br />FSS <br />72 <br />6 <br />25-6 <br />2•0 =6" 6=0- <br />41'-0" <br />Tr -- -- — ---- <br />— — — 7,) - <br />— — <br />!98 <br />5 <br />32-6 <br />I-/ <br />_ LONG. - TOP <br />1 <br />- I' <br />'--FACE <br />296 <br />5 <br />32-6 <br />TABLE <br />LONG. - BOTTOM <br />S6 <br />18 <br />5 <br />2(,-0 <br />SHOWN <br />SIDEWALK - LONG. -SPANI <br />57 <br />157 <br />5 <br />4-3 <br />1-0 <br />SOWK.$ FLOOR -TT)ANS. <br />C. <br />S B <br />157 <br />6 <br />2 -6 <br />CURB - TRANS. <br />B <br />S9 <br />314 <br />5 <br />5-6 <br />" <br />SDWK. CURB jRAIL PARAPETp <br />N <br />SIO <br />157 <br />5 <br />S-0 <br />- TRANS. <br />B <br />� <br />] <br />$ 1! <br />15 <br />6 <br />26 -O <br />SHOWN <br />CURB - LONG. - SPAN I <br />� <br />S2 <br />BO <br />5 <br />2-6 <br />1-6 <br />CONE. DIAPH. (9 ABUT. <br />A <br />S13 <br />14 <br />5 <br />15-0 <br />SHOWN <br />FLOOR -5YM.ADT ¢ PIER <br />Sri 289 <br />6 <br />20-0 <br />6 <br />FLOOR- TRANS: TOP <br />145 <br />6 <br />27-0 <br />•• •' <br />72 <br />6 <br />27-6 <br />•• •• <br />72 <br />6 <br />26-6 <br />" <br />157 <br />5 <br />4-6 <br />1-0 <br />CURB - TRANS, <br />C <br />10 <br />4 <br />7-0 <br />SHOWN <br />DIAPH. @ ABUTS, s <br />S20 <br />IB <br />5 <br />27-9 <br />SDWK.-LONG.- SPAN2 <br />521 <br />IS <br />6 <br />27-9 <br />•' <br />CURB- LONG: SPAN2 <br />S22 <br />4 <br />4 <br />3-3 <br />DIAPH. @ ABUTS. #s <br />r <br />RI <br />8 <br />5 <br />12-0 <br />SHOWN <br />RAILING PARAPET <br />R2 <br />32 <br />5 <br />22-9 <br />•• <br />`a <br />R3 <br />E <br />5 <br />16-6 <br />" <br />n <br />R4 <br />8 <br />5 <br />13_6 <br />1.• <br />.. <br />R5 <br />8 <br />5 <br />20-0 <br />* BETWEEN STRS. 2 { 7 Et W. ABUTS. <br />x46E7 WEEN STRS. I f2 E.(W, ABUTS. <br />6" <br />DETAIL A <br />SB <br />S10 4' -7 - <br />DETAIL B <br />t•n�� j--1T'---..�— <br />_�---Ir---©----1—__� <br />------1�----JI---____---- <br />I---- <br />--_——�— <br />B®!' -/%g -g- 11.. <br />---J�—_�_— _ <br />'I <br />TAN. TO REF. LINE"W2.. <br />"W2'}40.44 <br />5y"> <br />SIB <br />4 <br />I <br />STA. 22 "W2"+40.44 I <br />I <br />36 NF 35 <br />I nom` <br />1 <br />AT STA. 22 <br />A2- 8 <br />36 NF 135 441 5 X3 ` STIFF. IE <br />36 WF 135 <br />14'-0" ! f SPLICE <br />39=101 39=/17- 4'-5" <br />t8"+c#'X 29'•0" Tt SPLICES. <br />L 14'-O' 12'-6" SPLICE— 1 <br />4f'a" <br />e <br />a" CAMBER <br />B <br />f l <br />------------ <br />STRINGER h----- — <br />2•0 =6" 6=0- <br />41'-0" <br />Tr -- -- — ---- <br />— — — 7,) - <br />— — <br />— — ---- <br />PIER BO'•0" <br />CURB & INTERIOR STRINGERS i_ <br />PEF. LINE "W2" <br />-- <br />TANGENT <br />OFFSET <br />6" <br />1 <br />- I' <br />'--FACE <br />i 7=8 Z" <br />OF CURB <br />19 SPA.@ 7'-9", 147'-3" MEAS. ALONG rL RAII PARAPET) CL RAILING PARAPET <br />80'-0" <br />TABLE <br />PLAN <br />L <br />� '� <br />I' -!'BBI• -7 '�13'0" 9q <br />•I-I- <br />SQI I' 13.-0.' 13.-0.' a®IIy g -q2" � !0@I'-7� Ib' -3" F7�" <br />ISO 29=3" <br />B®!' -/%g -g- 11.. <br />---�TYV. FOR BRG. STIFFS <br />N611N5 5 5 NO LUGS NO LUGS 4 4!xo Lu4i r <br />5y"> <br />38`101' 3,5k 3'-! g" <br />4 <br />I <br />l%j-(24'-4'A441 I,A'STM) j <br />36 w 135 <br />36 NF 35 <br />36 YF 135 <br />6' 1 Ir,_ 3'-D'• <br />t <br />4 <br />A2- 8 <br />36 NF 135 441 5 X3 ` STIFF. IE <br />36 WF 135 <br />14'-0" ! f SPLICE <br />5 <br />572�i <br />39=101 39=/17- 4'-5" <br />t8"+c#'X 29'•0" Tt SPLICES. <br />L 14'-O' 12'-6" SPLICE— 1 <br />4f'a" <br />e <br />a" CAMBER <br />B <br />f l <br />------------ <br />STRINGER h----- — <br />2•0 =6" 6=0- <br />41'-0" <br />12'-6" <br />4" CAMBER <br />PIER BO'•0" <br />CURB & INTERIOR STRINGERS i_ <br />t4- CAMBER <br />--� <br />6" <br />Ili- 701'-1"=T•T <br />Y <br />17 6 1'-71 "• 2T•T . <br />3 <br />28412''1'-I" r-2@G�""I'-1- Qlrilgi2l=o"A 441 2B4j''I'-1" 2NG'�•�l=/' <br />R7S' 6 1.71", 13=0' 3'-q ` 581'-1i p51M} <br />2 B p I 13=0" 13•-O•• 481=15 3'•9 104P P•7j", 14-3- 1;7j" <br />II ?y <br />�A ' <br />TYP. FOR BRG. STIFFS. <br />WO �G 5'•5 NO LUGS <br />NO LUGS 4=4` w <br />5y"> <br />38`101' 3,5k 3'-! g" <br />41 <br />38�q g- 39'6k4" 3' 336" <br />STIFF. Q <br />36 w 135 <br />36 NF 35 <br />- 51•X1• STIFF. <br />6' 1 Ir,_ 3'-D'• <br />t <br />4 <br />33'-0_ <br />SPLICE I5'-0" <br />2 7.-4.. --- <br />21.•4.. <br />14'-0" ! f SPLICE <br />eat. -,-- <br />`— <br />39=101 39=/17- 4'-5" <br />D <br />W. ABUT. <br />a" CAMBER <br />B <br />-_—__ <br />------ --•l••{•------------ <br />SlDE1tiALif <br />------------ <br />STRINGER h----- — <br />196 1'•71"_ 29'-3" <br />341'135 <br />CAMBER <br />T1 F.F. BACKWALL la <br />iHEAR LUG <br />SPACING <br />' 6 <br />-F6)F <br />RC, E. ABUT. <br />8@ 1••I'S 8'•B" II" SHEAR LUG <br />SPACING <br />OFFSETS OFFSETS FROM TAN, LIKE <br />IVEN 70 TO INSIDE FACE OF CURB <br />'0 FOOT <br />INTERVALS Dm'A" 1 DIM."8` Dlht."C" <br />0 <br />39-27� 34' 3 -O" <br />10 <br />39'I" 34:3-& <br />20 <br />13q' -O" 3q=4/b 3'O g„ <br />30 <br />38`101' 3,5k 3'-! g" <br />40 <br />38�q g- 39'6k4" 3' 336" <br />50 <br />313-bl• ' 3q 17,p 3'-54 <br />60 <br />38'-7%/ 39'6`%p 3'--7 <br />70 <br />38`cv 3'1t, d 3=10 6 <br />80 <br />38'-514; 39,10;6 4=l �`• <br />40 <br />39=101 39=/17- 4'-5" <br />DETAIL C <br />54" <br />6 - <br />DETAIL D <br />NOTE: FOR SPLICE DETAIL <br />SEE SHEET 3. <br />STATE HIGHWAY COMMISSION OF WISCOI <br />STIFF. 2 $ FOR DIM, A" MEASURE ALONG TANGENT LINE INA SUPERSTRUCTURE <br />•{�" WESTERLY DIRECTION FROM POINT OF TANGENCY. a"..m.AASHO' bl­' H2O-SI6 ."".E'R' II <br />-_ 10_ O" 6" FOR DIM. "S" MEASURE ALONG TANGENT LINE IN, A <br />BRG.EASTERLY DIRECTION FROM POINT OF TANGENCY. +R7-5-63FO'M. ... DB «o- Yui <br />FOR DIM. '•C" MEASURE ALONG TANGENT LINE IN <br />ABUT. EITHER DIRECTION FROM POINT OF TANGENCY. STRUCTURE B — 13-204 SHEET 2 OF 12 <br />