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DEFLECTION JOINT— "R 3" BARS "RI' BARS R2 BAR5 R2 BARS IR2 BARS "R2" BARS "R2" PARS <br />2'-6 <br />O <br />N <br />STIFFENER DETAIL <br />/ 7" 35 S S <br />gI N U ? \\J <br />SECTION sl 2 <br />oa••ne o� <br />IN HAIL PAHAFET fJNLT.\ <br />SPACE MIDWAY <br />47- 0" <br />CURVE <br />VARIES VARIES <br />_ Iq SPA- 7'-q" 147' 3" <br />1'-3" <br />.a.. — T <br />NOTE: CURB POUR SHALL BE MADE NOTE: TOP AND BOTTOM TRANSVERSE BARS <br />N <br />LEVEL <br />FLOOR- LONG.- 80TTDM <br />AFTER SPANS HAVE TAKEN DEAD ON SLAB SHALL BE SUPPORTED BY <br />S2 <br />271 <br />6 <br />LOAD DEFLECTION. THE q'HEIGHT CONTINUOUS BAR CHAIRS ON OR <br />FOR RAILING DETAILS <br />" TRANS.- BOTTOM <br />OF CURB 1S TO BE MAINTAINED AT ADJACENT TO EACH STRINGER AND <br />SEE SHEETS b #7 <br />5 <br />32-3 <br />ALL POINTS OF BEARING. BY INDIVIDUAL BAR CHAIRS AT 3=0" <br />1 � <br />-_ <br />$4 <br />CENTERS APPROAIMATELY MIDWAY <br />22 °WI`+39.00 � i <br />I <br />REF LINE <br />BETWEEN STRINGERS. <br />I <br />314 <br />TAN. TO REG. LINE "WI" <br />- <br />TAN. TO REF. LIN <br />b --15C33.9 <br />AT STA. 22 "WI"*39.00 <br />21'-b" ; <br />20 6" i <br />i i <br />i <br />C I � 4 SUPER ELEVATION .02'/FT. TO q I" R. `� 1' <br />AT STA. 22 "WI <br />11 <br />1r <br />_p <br />=Pt RI 7HRU R4 <br />_. <br />' <br />6 1 <br />2-6 <br />PVARIABLE SLAB S <br />4 S 12 3 4'" <br />o- 1 -� i•— 7"MIN. 1:0„ 7" 1'1 <br />" - TRANS. <br />-----"FILLER <br />---- <br />SS <br />SHEET <br />S8 <br />11 <br />CONST. JT. <br />3DRIP GROOVE <br />5-6 <br />— — <br />`v <br />Nil <br />FOR DETAIL 1 <br />r� <br />Sq <br />SPLICE O <br />I I <br />I <br />, ri SPLICE I 1 <br />I - <br />N <br />I <br />CONC. DIAPHRAGM 4? ABUTS. <br />to <br />r TYP. J, N TYP. I� ' <br />k. µ< I <br />CONST, JOINT TO <br />-• <br />4 <br />I I <br />BE LEFT ROUGH <br />STEEL EXP. JO <br />B. F. ABUT I_--Jr---c <br />—---{--- <br />I <br />--+—_}_---_—�—� <br />I I <br />— <br />-- a--- — -----t--< <br />Ni — —'�— <br />---- —I-- <br />2 S <br />36 Ii 2 <br />DETAIL SEES <br />II <br />1 ' <br />i� 11=0' , <br />i S2 <br />N<135— <br />III S I STIFFENER PLATE 5%73'x2' -O" STRVT 18 C42.7 <br />/ <br />l,- p, d ERECTION SOLT TO 2 8 <br />1 <br />i 7 SPA. 19=0'= 133'•0` i <br />' 11=0" <br />I"MAX. BE LEFT IN PLACE AFTER POURS 1 4 2 HAVE BEEN <br />513 <br />30 <br />6 <br />COMPLETED STRINGERS WILL <br />SHOWN <br />CURB- LONG. - SPAN. 2 <br />HAVE TAKEN 47% OF THE TOTAL <br />1 e� <br />8" <br />VARIES <br />I" D.L. DEFLECTION, <br />2=112 4'-22 5 SPA. @ 7'-2"= 35=10" <br />CROSS SECTION THRU ROADWAY <br />NOTE. FLOOR TRANSVERSE REINFORCEMENT STEEL <br />TO BE PLACED PARALLEL TO i of <br />SUBSTRUCTURE UNITS. <br />LEFT I,RIGH7 <br />DEFLECTION JOINT— "R 3" BARS "RI' BARS R2 BAR5 R2 BARS IR2 BARS "R2" BARS "R2" PARS <br />2'-6 <br />O <br />N <br />STIFFENER DETAIL <br />/ 7" 35 S S <br />gI N U ? \\J <br />SECTION sl 2 <br />oa••ne o� <br />IN HAIL PAHAFET fJNLT.\ <br />SPACE MIDWAY <br />TALONG <br />04 <br />CURVE <br />BETWEEN POETS.TYP. <br />_ Iq SPA- 7'-q" 147' 3" <br />SI <br />.a.. — T <br />80'-0" <br />N <br />6 <br />FLOOR- LONG.- 80TTDM <br />S2 <br />271 <br />6 <br />23-6 <br />7 <br />" TRANS.- BOTTOM <br />$3 <br />100 <br />5 <br />32-3 <br />I <br />1 � <br />-_ <br />$4 <br />M <br />22 °WI`+39.00 � i <br />I <br />REF LINE <br />LONG. -TOP-S/M.Agri <br />95 <br />314 <br />5 <br />01. <br />TAN. TO REF. LIN <br />b --15C33.9 <br />21'-b" ; <br />20 6" i <br />i i <br />i <br />= <br />AT STA. 22 "WI <br />11 <br />1r <br />_p <br />34•TYP <br />_. <br />' <br />6 1 <br />2-6 <br />1-0 <br />" - TRANS. <br />-----"FILLER <br />---- <br />SS <br />SHEET <br />S8 <br />L— ------t-- <br />5-6 <br />— — <br />CURB {F RAIL PARAPET <br />FOR DETAIL 1 <br />r� <br />Sq <br />SPLICE O <br />I I <br />I <br />, ri SPLICE I 1 <br />I - <br />N <br />I <br />CONC. DIAPHRAGM 4? ABUTS. <br />I , <br />P <br />, a <br />-• <br />4 <br />6 6 <br />I <br />STEEL EXP. JO <br />B. F. ABUT I_--Jr---c <br />—---{--- <br />I <br />--+—_}_---_—�—� <br />I I <br />— <br />-- a--- — -----t--< <br />Ni — —'�— <br />---- —I-- <br />-- <br />DETAIL SEES <br />II <br />1 ' <br />i� 11=0' , <br />i S2 <br />r� A-� <br />S 2 12 <br />1 <br />i 7 SPA. 19=0'= 133'•0` i <br />' 11=0" <br />513 <br />30 <br />6 <br />' <br />SHOWN <br />CURB- LONG. - SPAN. 2 <br />--�----—__-- <br />I I <br />1 e� <br />I I <br />---- <br />o• S2 I 1 CONST. JT. 1 <br />— -- <br />—_ <br />B. F. ABUT. <br />j <br />j <br />I 34=0" <br />RI <br />iI <br />T— -- I — <br />^ <br />15-0 <br />RAIL PARAPET <br />R2 <br />40 <br />5 <br />22-17 <br />" <br />•' ^ <br />R3 <br />8 <br />5 <br />11-3 <br />R4 <br />4 <br />5 <br />F. F. OF WING <br />E BRG. W. ABUT. DEFLECTION JOINT AT 4 PIER <br />•• ' <br />11" <br />PIER SEE SHEETS b ?7 OL ERG.E ABUT <br />of F. F OF WING <br />1°I'7 <br />"R 3" BAR5 "R I" BAR5 "R 2" BAR5 "R2" BAR5 "R 2" BARS <br />19 2 T-9": 147-3" <br />"R2" BARS "R2" BARS •R4' BARS <br />_. _ <br />ALONG CURVE <br />T5P,FDR__. <br />BRc, STIFF <br />A <br />E BRG. W. ABUT <br />b' <br />- PLAN <br />2VA7"= 1=2" IBI=2" 2@7=1.2' 267'=1-2' <br />SPAP rr 15 SPA.G, I'•9"+26'-3" I'9' 7SPA.61=9:12\3" a'•rI` 4SPA.@ 13'•0'" 12'•5" 45PA.@ 4'-1' 9SPA.LB 1'-9'- 15=9" <br />9=4'f2`•4'-8`! NO LVGS NO LUGS I\2%4'•8" NP Lu <br />!NO LUG <br />36 Ar 135 0 36 VF 135 TASTM A441 STIFF 'R S3"x 1" <br />17511 I'•9"l Zl'q' 7SPA,@1'2- <br />8 <br />:2" <br />36 VY' 135 <br />COVER R -xl"(2ii: <br />STIFF. IL 52"'1 B <br />8 <br />Ib._G,• 2(1 32'46.. <br />3 ,. <br />53'-6" (4 CAMBER) <br />SPLICE COVER RII'Y4x2 •b" <br />j A.S.T. M. A441 rC PIER f rt SPLICE <br />12'-9" II'•9" 29,0" <br />! <br />21'•b" _L 20'-b" <br />COVER R 8-x 37 <br />37'b� <br />37•.6" <br />1 .. <br />54'-6" (I q CAMBER) <br />13•-6" <br />DET. <br />SI <br />.a.. — T <br />80'-0" <br />ELEVATION OF STRINGER <br />B. �. R. �O�EGT <br />DIVISION <br />WE£T TOTAL <br />NO. HNEETB <br />17-eyl4 <br />/.Q 29 <br />BILL OF BARS 51,360' <br />DIMENSIONS IN BENDING DETAILS ARE OVY TO OUT' <br />MARK <br />NO. <br />SIZE LENGTH SPACING <br />LOCATION <br />DET. <br />SI <br />240 <br />5 <br />32-3 <br />6 <br />FLOOR- LONG.- 80TTDM <br />S2 <br />271 <br />6 <br />23-6 <br />7 <br />" TRANS.- BOTTOM <br />$3 <br />100 <br />5 <br />32-3 <br />1-0 <br />LONG. -TOP <br />$4 <br />M <br />5 <br />15-0 <br />SHOWN <br />LONG. -TOP-S/M.Agri <br />95 <br />314 <br />5 <br />4-4 <br />1-0 <br />CURB TRANS. <br />A <br />96 <br />30 <br />6 <br />26-0 <br />SHOWN <br />LONG, - SPAN I <br />S7 <br />314 <br />6 1 <br />2-6 <br />1-0 <br />" - TRANS. <br />C <br />S8 <br />314 <br />5 <br />5-6 <br />1-0 <br />CURB {F RAIL PARAPET <br />$ <br />Sq <br />60 <br />5 <br />2-6 <br />I -(o <br />CONC. DIAPHRAGM 4? ABUTS. <br />D <br />$10 <br />12 <br />4 <br />6 6 <br />Shu WN <br />1. 1. " <br />Sit <br />270 <br />6 <br />27-0 <br />7 <br />FLOOR - TOP TRANS. <br />S12 270 <br />6 <br />20-0 <br />7 <br />•' - TOP TRANS. <br />513 <br />30 <br />6 <br />27-q <br />SHOWN <br />CURB- LONG. - SPAN. 2 <br />RI <br />8 <br />5 <br />15-0 <br />SHOWN <br />RAIL PARAPET <br />R2 <br />40 <br />5 <br />22-17 <br />" <br />•' ^ <br />R3 <br />8 <br />5 <br />11-3 <br />R4 <br />4 <br />5 <br />II -6 <br />•• ' <br />WI <br />..WI.. <br />b' <br />NT. FOR <br />11 5 DETAIL A DETAIL B <br />TANGENT" <br />OFFSET <br />TABLE <br />m <br />$TIFF R 5"M <br />rG 13 RG. E. ABUT. <br />DETAIL C <br />*DISTANCE IN FEET LEFT t RIGHT <br />FROM Iiii STA. 22 "W 1"t 39.00 <br />MEASURED ALONG TANGENT <br />(SEE "PLAN") <br />M <br />b" <br />DETAIL D <br />