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ELEVATION <br />39=10 4 <br />I'-00,' <br />7 <br />-9 <br />O• 28'�B� <br />I <br />2.71 <br />FLUSCE, <br />FLUSH WREYE WITH CONLISURFA <br />REF unE <br />� ,Zg <br />o• � 3.IL- I <br />4 <br />25-6 <br />CC BRG. ,- PAVING <br />NOTCH <br />39 <br />B <br />B.F. <br />1 - O <br />- TOE <br />61 <br />6 <br />5-6 <br />10 <br />- HEEL <br />8 <br />4 <br />2-3 <br />2-O <br />" ¢ BODY <br />40'-0 meq" <br />m- <br />a -m P,n FCR TEMPORARY <br />TAN. 70 2' CURVE <br />- VERT. <br />8 <br />4 <br />OI <br />HOLD DOV.N DEYICE. PACE <br />AT STA, 22'Wt'+34.00— I; <br />y— <br />��h <br />p <br />4-3 <br />1 <br />I \ <br />ORE A' EACH STRINGER. <br />AFTER SOPER. CONCRET <br />IS POUAE✓ BURN OFF BAR'. <br />A <br />4 <br />-9 <br />O• 28'�B� <br />I <br />TOTAL <br />SMELTS <br />FLUSCE, <br />FLUSH WREYE WITH CONLISURFA <br />25- <br />� ,Zg <br />o• � 3.IL- I <br />4 <br />25-6 <br />CC BRG. ,- PAVING <br />NOTCH <br />39 <br />B <br />B.F. <br />1 - O <br />- TOE <br />61 <br />6 <br />5-6 <br />10 <br />- HEEL <br />8 <br />4 <br />2-3 <br />2-O <br />" ¢ BODY <br />40'-0 meq" <br />4 <br />2-9 <br />2-0 <br />- VERT. <br />8 <br />4 <br />3-0 <br />Z-0 <br />A <br />32 <br />40 <br />8 <br />4-3 <br />1-0 <br />34 <br />4 <br />2-3 <br />1-0 <br />N <br />4 <br />6 <br />7-6 <br />O <br />C C <br />9 <br />7 <br />7-6 <br />1-0 <br />6 '-'C: <br />LEVEL <br />1 <br />F <br />I'-0"INP. 1 <br />4 <br />.1=11 �.. IV 6,• <br />2-0 <br />BODY VERT F. F. <br />40 <br />6 <br />6-6 <br />I <br />B.F. <br />IS <br />7'28 <br />7=2 �8 <br />7=28 <br />- HORIZ.• F.F. <br />7=21'8 <br />4 <br />7=2U6 <br />INTI <br />4'-3Tb 2 -IO Ip S <br />4 4=2yg <br />3.0- 4=2O� <br />5 <br />�B <br />3-O�4-4-2j <br />I <br />3 �I <br />i <br />50'- G4, <br />PLAN <br />♦ BATTER PILING <br />3" PER FDD—, <br />FOOTING LAYOUT <br />NOTE BAR STEEL REINFORCEMENT IN FOOTING <br />ALTERED TO CLEAR PILES (A< BARS) <br />CONS7.JT. POUR CONCRETE ABOVE THIS <br />JOINT AFTER SUPER. IS IN PLACE. 34" <br />V- GROOVE IN F.F. OF WING. w <br />ELEVATION VIEW WING 2 <br />FORM E -B-12-62 <br />D P.R <br />$MEET <br />O. <br />TOTAL <br />SMELTS <br />Q�aMPROJECT <br />25- <br />� ,Zg <br />Z <br />BILL OF BARS <br />DIMENSIONS IN BENDING DETAILS ARE OUT TO OUT. 5260 # <br />N0. SIZE <br />LENGTH <br />SPACING <br />LOCATION C <br />B <br />4 <br />25-6 <br />SHowN <br />FOOTING <br />39 <br />B <br />5-0 <br />1 - O <br />- TOE <br />61 <br />6 <br />5-6 <br />10 <br />- HEEL <br />8 <br />4 <br />2-3 <br />2-O <br />" ¢ BODY <br />B <br />4 <br />2-9 <br />2-0 <br />- VERT. <br />8 <br />4 <br />3-0 <br />Z-0 <br />" <br />40 <br />8 <br />4-3 <br />1-0 <br />34 <br />4 <br />2-3 <br />1-0 <br />.. .. WINGS <br />4 <br />6 <br />7-6 <br />1-0 <br />WING I <br />9 <br />7 <br />7-6 <br />1-0 <br />" 2 <br />24 <br />4 <br />11-3 <br />2-0 <br />BODY VERT F. F. <br />40 <br />6 <br />6-6 <br />1-0 <br />B.F. <br />IS <br />4 <br />24-0 <br />1-0 <br />- HORIZ.• F.F. <br />8 <br />4 <br />2(-0 <br />SHOWN <br />B. F. <br />42 <br />5 <br />12-9 <br />I -o <br />" - VERT. <br />10 <br />4 <br />24-0 <br />SHOWN <br />'• - HOR1Z. <br />42 5 <br />4-q <br />1-0 <br />VERT <br />4 <br />4 <br />21-3 <br />SHOWN <br />HORIZ. <br />6" A4 THRU A8 Q' Qi, <br />O2 -3 0" A I I D" o- <br />I'-6" A IQ THRU A24 <br />I' -O" !A 34 ]� 1� <br />N'd DETAIL A DETAIL B <br />A GRIND FLANGES <br />j - Z8 _ FWSH A7 R,S - <br />3-8' �� i'L 5 a3i8 x5 <br />A,—CON,57JOINT <br />TEMPORARY HOLD-DOWN TO BE LEFT <br />3O DEYICE 'f-') ROD x4' -O" j %--II��R-SOUGH. I 1 �L - <br />LONG WITH HEX NUT 6 I A T li—A3-3-�6 <br />WASHER BEVELED FOR i 16 <br />O • I INSIDE FLANGE OF I I <br />� ' r�m'I 15 [ 33.9. q �� A - / <br />THREAD BOLT 4•'. I1 <br />(TO BE INCLUDED IN A 4• ✓ <br />q BID ITEM 5TRUCT• .E ,, �'. 2 <br />1JI CARBON STEEL 14 <br />24 -: ) . L : j 'o, ''..1 � PILE SPLICE DETAIL <br />3-O MIN - <br />EL. 865.88 �T <br />A" r A ;- CONST. JOINT KEYWAY <br />Z5 4 / 12� FORMED BY SURFACED <br />pi SLOPE PAVING ! 4 WI BEVELED 2Y6"EXTEND <br />2-8' 23-I 4'-I �� THRV WING <br />N <br />3 <br />o <br />m <br />'A35 <br />4 4 7-w <br />AZO 4 4 16-6 <br />1 - 6 <br />1 -6 <br />W1NG5 HORI <br />Az1 4 a 0-0 -6 <br />A22 4 4 14-3 i -6 <br />.. .. <br />- <br />A23 Q 4 21-0 I -6 <br />•' <br />k24 12 4 2C -O I-6 <br />AZS g 4 12-3 1-0 <br />! WING I -'✓ERT. <br />A26 to 4 G-6 -D <br />F. <br />A2T 10 4 B-9 1-0 <br />- •• - - 13, F. <br />Az6' IC 4 12 3 t -O <br />WINGS - VERT. I <br />2- VERT.IA301 <br />10 4 1-0 <br />•.•.F.F. <br />A31 �0 4 B-9 1 -o <br />- •• B.9. <br />A32 22 = 4 1 -0 <br />FILLET - HORIZ. <br />G IG -i SHowN <br />- VERT. <br />q31 4 35-74 5-6 SHCV:N <br />-� <br />GRID <br />2 1 4 1 <-6 SHOWN <br />IRSH EET 8 OF 10 <br />A -'E - 38 5 5-q I -O <br />RAIL PARAPET I <br />A3 % 8 S . E--' 5.-lov✓N <br />" <br />I <br />A17 8' <br />A r EXTENT OF - T__ <br />4 7 1 FILLETS AT ?� —� c 9Lv:CLEiu„.” <br />A1 WIN65.p I'-4-�h._Ih,'. MAKE ALL CUT5 p SET I tn, <br />C NORMAL TO m L <br />-\ TYn rt T N -- 1.-3.. LAP �' j .r N n Br.R AAIS. - :M I ! <br />Q. BATTER 3 %FT — —I v 1 B'• BP 36" L �—�- <br />40 BUNDLE(MAP,t, 01 <br />PILES <br />SPACING 2 II-3� 2-6" 2-10" 2-S 3 ES�TE25'O LG. —� DETAIL D � SE, 2 <br />L 9-O" - DETAIL C )=3- LEVEL 5A26 SAR5 <br />SECTION A -A 2 /0 1. <br />- <br />rOONSZ JO/NT <br />IrY SEE SHEET 1 I TO BE LEFT 2 SET I READ. <br />ROUGH <br />C <br />CLGYFiI IVIN VICYY w111l Ci 1 """`11" <br />�' ^�� T^P AND FP•CE OF <br />MATCH CURB <br />R. <br />SECTION C -C SECTION B -B <br />�I <br />2 SET 2 READ. <br />J <br />DETAIL E <br />36 � <br />1 <br />L �. RUST/CA7/0N <br />Lpl I <br />GROOVE. <br />I <br />-el STRIIyGER <br />SECTION THRU <br />RAIL PARAPET <br />GRID DETAIL <br />STATE HIGHWAY COMMISSION OF WISCONSIP <br />s VIEST <br />ABUTMENT <br />==.AA.S.N.O. '61 I��+�'"H2O <br />-SIG.o«.. 1963 <br />VGH <br />^' D8 °,o. �� <br />STRUCTURE B - 13 - 205 <br />IRSH EET 8 OF 10 <br />•raiz <br />1 <br />