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CONST. JOINT- POUR CONCRETE <br />ABOVE THIS JOINT AFTER SUPER. <br />IS IN PLACE. 3A' V -GROOVE IN - <br />F.F. OF WING. <br />EL. $73• It EL.873.26 EL. $73.42 EL. 873. 57 EL. 873.72 EL.873.87 EL. 873.47 <br />R � <br />A IS A A A EL.878.49 <br />EL. $17. (03 17 A INA A 17 <br />15 <br />ff 16 lb Is � <br />=w ` V <br />o• I MeV64 <br />A13A3'A A A2 4 OA 5 <br />,. I.. I I <br />ELEVATION 2O <br />A 32 1=7Y1 1.6' 7.OZ 2' IOz., 38 6 2• 1:4:• I - <br />27 -ROUND TO A 6"R. 4•. = <br />_-� a <br />. I <br />! ! -\ II' -\,t ° S q'm ROD FOR TEMPORARY HOLD-DOWN <br />m� ! DEVICE. PLACE ONE AT EACH STRINGER.27 <br />A <br />-=>E REF. LINE 0 AFTER SUPER. CONCRETE 15 PoOREO SDWK. NOTCH o' <br />BURN OFF BAR FLUSH WITH cONcRE7e- <br />-T147 <br />-- - _ <br />! NI 2`2 SURFACE. L/_/_��( I ! <br />TAN. TO 2° CURVE A <br />2q ' <br />i inI 1 I AT STA. 22'W2'+4D.44 3 - <br />4.-1.• 38.. 5 <br />PAVING NOTCHI g,F A ° n I °a <br />60^\ 4i - <br />p A <br />le <br />q <br />h iA 22 <br />1=6-II'-G"LEVEL I C- <br />N 24 ' TYP. r -0 TYG 37 IL j <br />4=2 6 3'(,4' T-9 g"1 7'-9 g 7=q B 7=q e Tq 6 STRINGER SPACING <br />3'-O" 4' -Cl 3-0" 4.-q •�' 3._O.. 4'-q B" 3'-O•. 1 4.-q �g 3.-O.. 4.-q 4'-O `i•- <br />44- 11 <br />PLAN <br />2: 4'-' Y <br />2 <br />2•le <br />REF. LINE <br />m <br />H H► <br />In '1W1'-�'j , <br />m — <br />SLOPE TOP � FACE OF 1'-3' LEVEL <br />WING TO MATCH CURB 2" 10" CONST. JOINT <br />ON SUPER. I TO BE LEFT <br />RDOG H . <br />A nN <br />-A 36 <br />A F. F. a -0 <br />22 A <br />21 <br />A <br />20 35 <br />i 8 <br />RUSTICATION <br />GROOVE <br />SECTION C -C SECTION THRU <br />RAIL PARAPET <br />NOTCH <br />i <br />GRID DETAIL <br />RIND FLANGES <br />"LUSH AT R5 <br />SECTION B -B <br />C CH <br />PILE SPLICE DETAIL <br />--8-12-62 <br />8. P. ft. PROJECT <br />DIVISION <br />. <br />TOTAL <br />BNEETD <br />�r--214�I <br />18 19 <br />/z9 <br />4 <br />Jq5 <br />SHOWN <br />BILL OF BARS 5,060' <br />DIMENSIONS IN BENDING DETAILS ARE our TO aur <br />POUR <br />MARK NO. SIZE LENGTH SPACING <br />LOCATION <br />wx <br />18 19 <br />Al 8 <br />4 <br />27-0 <br />SHOWN <br />FOOTING <br />A <br />21 <br />20 <br />33 32 313D30 <br />A2 43 <br />8. <br />5.3 <br />1-0 <br />•' - TOE <br />Il SPA. Q 3'-10". 42'-2" <br />SECTION <br />A 3 64 <br />6 <br />&-a <br />10 <br />- - HEEL <br />T BATTER PILING <br />IN FOOTING MAY BE ALTERED <br />TO CLEAR PILES. "A2" 84RS. .EL. 864.36 <br />A4 8 <br />4 <br />2-3 <br />2 O <br />BODY <br />A <br />AS 8 <br />4 <br />2-6 <br />•• <br />- •• <br />A <br />2 <br />Al 8 <br />4 <br />2-7 <br />.. <br />.. .. .. <br />A <br />F <br />A7 41 <br />8 <br />3-9 <br />1-0 <br />B.F. <br />A <br />AS 34 <br />4 <br />2-3 <br />¢ WINGS <br />A <br />A 9 <br />5 <br />6-6 <br />- <br />•• WING I <br />5 - <br />AID q <br />5 <br />(_3 <br />2 <br />g <br />All 24 <br />4 <br />11-3 <br />2-O <br />BODY - VERT -F. F. <br />A <br />Al2 41 <br />6 <br />6-6 <br />1-0 <br />" B. F. <br />-A J' 14 <br />4 <br />25-6 <br />/-D <br />HORIZ.-FF, <br />A14 6 <br />4 <br />21.17 <br />SHOWN <br />•• - - - B.F. <br />AIS 42 <br />5 <br />12-q <br />1-0 <br />VERT. <br />C <br />AI&I $ <br />4 <br />25-6 <br />SHOWN <br />•• - HORIZ. <br />A17 42 <br />5 <br />4-G <br />1-0 <br />•' - VERT. <br />D <br />A 19 4 <br />4 <br />22-0 <br />SHOWN <br />•' - HOR IZ . <br />A14 4 <br />4 <br />6-Q <br />I-6 <br />WINGS HORIZ. <br />A <br />A20 4 <br />4 <br />15-6 <br />A <br />A21 4 <br />4 <br />l6 -q <br />•• <br />•• <br />q <br />A221 4 <br />4 <br />16-0 <br />•' <br />•' •• <br />A <br />A23 12 <br />4 <br />i7-0 <br />A <br />o <br />A24 $ <br />4 <br />10-6 <br />1-O <br />WING I VERT• <br />i <br />1.25 R <br />4 <br />7-q <br />b <br />A26 Q <br />4 <br />717 <br />A271 G 1 <br />4 <br />1 II -O <br />WINGS - VERT, <br />1E <br />�^ <br />A.25t B I <br />4 <br />I il`3 <br />WING 2 -VERT. <br />A30 q <br />4 <br />8-6 <br />•. <br />.' ,. - B.F. <br />A31 20 <br />4 <br />6-Ic <br />'• <br />FILLET - HOR1Z. <br />A32 G <br />4 <br />8-q _ <br />SHOWN <br />•• - VERT <br />IA331 <br />35 1 <br />4 <br />3-,� <br />GRID <br />A- <br />IA341 <br />21 <br />4 <br />2-6 <br />•• <br />• <br />A.351 32 <br />5 <br />5-9 <br />1-0 <br />RAIL PARAPET <br />A31o1 $ <br />5 <br />15-3 <br />SHOWN <br />•• •• <br />D <br />A37 3 <br />S <br />II -O, <br />SHOWN <br />PARAPET AT WING 2 <br />D <br />I' A Irinnt ALL cvl5 NORMAL <br />AL <br />I Iq 6" A4 TNRU A9 TO BAR AXIS. <br />9 I 3'-0" All <br />A \9 BUNDLE ItMARK <br />A t4 THRUA23 M y. SET I <br />W <br />I'O'; A 33 <br />PJ <br />NPLE If MAR <br />EL. 864.36 �SET2 F <br />FI FU 3•-g- DETAIL A <br />ATION VIEW WING I DETAIL B 3 A27 BARS <br />I' -o r -o- i$• <br />TO BE A PART OF BID ITEM A <br />STRUCT CARBON STEEL. !iIS CONST. JOINT 2SET I REQ'D. <br />TEMPORARY HOLD DOWN DEVICE. EXTENT OF FILLET 2 SET REQ -D. <br />"Q ROD X 4'-0' LONG WITH HEX rY BRG. -I AT WINGS DETAIL E <br />NUT { WA5HER BEVELED FOR A <br />INSIDE FLANGE OF 15 C 33.9-/ A\ I7 —I1�.1.4�" 8" <br />THREAD BOLT 4' 13 15 5 4" <br />EL. 666, 36 <br />n N <br />CONST. JOINT KEYWAY A B.F a z o << Q <br />FORMED BY SURFACED 3'-0" - 14 in j N E <br />BEVELED 2x6" EXTEND <br />THRU WING. w A `>• V ��N <br />SLOPE PAVING p �\ ` 7 u ' DETAIL C _ <br />V, \I <, DETAIL D <br />BATTER 9%FT. _.- - $" BP 36 STATE HIGHWAY COMMISSION OF WISCONSIN <br />4 <br />4'l0' n 3-N• <br />8 SPA.e 4'-10"• 39"15" <br />ABUTMENT <br />18 19 <br />'-I' ESZ P5'•0'LG. <br />2--I-\E <br />�--Z---- <br />T <br />Q <br />A <br />21 <br />20 <br />33 32 313D30 <br />T$29 20 27 2fc 25 24 23 22 21 <br />♦ �� <br />20 Q <br />8 <br />3 <br />•,=7-5-63 on •.. V.G. H. <br />Il SPA. Q 3'-10". 42'-2" <br />SECTION <br />NOTE: BAR STEEL SPACING <br />STRUCTURE B —13 — 204 <br />p EL. <br />N B <br />T BATTER PILING <br />IN FOOTING MAY BE ALTERED <br />TO CLEAR PILES. "A2" 84RS. .EL. 864.36 <br />FOOTING LAYOUT <br />3" PEa Fool. <br />ELEVATION VIEW WING 2 <br />J `STEEL PILES <br />! <br />WEST <br />ABUTMENT <br />1-6 3'-5• <br />'-I' ESZ P5'•0'LG. <br />2--I-\E <br />, <br />8.01 <br />A <br />Li6M•"` AASHO '61 Lo. N•H20.516:.°�'T' 11763 <br />3 <br />•,=7-5-63 on •.. V.G. H. <br />o AwN DBam. ittC, <br />•sHEEr <br />SECTION <br />/� <br />A -A <br />STRUCTURE B —13 — 204 <br />p <br />n OR 12 <br />