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* DIMENSIONS AND EL 875.04 EL 874.90 EL. 874.74 EL. 874, 62 �EL. 874.48 <br />ELEV. GIVEN AT F -F - <br />PARAPET -EL. 879.62 iL <br />16 C \ <br />r Pia <br />to <br />I <br />\pl N <br />O NI <br />7 SATTER <br />3" PEP, <br />\EL, 874.34 EL. 674.20 CON5T JT. CONCRETE A80VE THIS JOIN7 IS <br />F TO BE POURED AFTER SUPER, 15 IN PLACE. <br />!' V -GROOVE IN F.F. OF WING <br />A \ C 0 /-EI_.878.80 EL. 878. so <br />4 16 <br />•av <br />C <br />\ N C <br />`EL.862. 2O <br />ELEVATION <br />41 - <br />�"-A <br />ROUND TO A (o" R <br />;\c <br />� �1G <br />N � <br />4:T.. <br />33�� <br />I <br />- REF <br />UNE <br />O <br />6 <br />Hml <br />44=3 g` <br />��� 51-0 2'• <br />B. P, R. SHEEP <br />D�Vi510N PROJECT O. <br />q• 0 ROD FOR -TEMPORARY <br />r <br />113.2.3.. 3:0. /-3• <br />r <br />-7AN. TO 2° CURVE <br />AT STA. 22 "WI"t 39.00 <br />NOLD DOx? DEVICE. PLACE <br />ONE F' S7RINGER.—� <br />AFTER =:. CONCRETE 15 <br />POURS: E h OFF BAR <br />FLUSH `.h 1n CONCRETE <br />j <br />;aryl <br />O <br />B EL.B7B.93 <br />I <br />� IS 14 <br />I � <br />I <br />SURFACE,ap <br />1 <br />I <br />'o I Nim I 26 <br />�I <br />1 <br />B, F. <br />PAVING NOTCH OG BRC. <br />\ <br />31 <br />BENDING DETAILS ARE OUT TO WT 6"o <br />M <br />I 17 <br />� 23 <br />a0.6= <br />'I <br />a <br />3-0' <br />A.. <br />40'- 3 im I <br />I <br />C <br />32 <br />IB 19 <br />- 35 <br />POUR <br />MARK <br />Na <br />SIZE LENGTH <br />SPACING <br />LOCATION <br />O <br />< I <br />3810'"6%4 <br />8 <br />9 10- II <br />12 <br />8 <br />- <br />S=6".38:6 <br />FOOTING <br />2 25 24 23 M 2 -� 21 20' <br />O <br />' O <br />36 394t 41 <br />SPACING IN FOOTING <br />TO CLEAR PILES. <br />I <br />1-6 1=G LEVEL <br />� <br />a <br />� <br />" TYv. <br />r-oI <br />� <br />B 5-3 <br />1-° <br />- TOE <br />TYP <br />i <br />' <br />C3 <br />60 <br />4'1�16" <br />10 <br />7 -lye 7-2%8 <br />7-z% <br />7=2% <br />7=2e <br />C4 <br />2'-T L"I 31 <br />4 2--3 <br />3'-O` 4-2IB � 3.0. I 4_21 <br />8 <br />� 3_O• <br />4ZyB <br />4._O` <br />4:T.. <br />33�� <br />I <br />- REF <br />UNE <br />O <br />6 <br />Hml <br />44=3 g` <br />��� 51-0 2'• <br />B. P, R. SHEEP <br />D�Vi510N PROJECT O. <br />TOTAL <br />BHEEIY <br />TVP <br />113.2.3.. 3:0. /-3• <br />�{ <br />PLAN <br />-r-r- <br />7- <br />T I— <br />B EL.B7B.93 <br />� IS 14 <br />�SET <br />•y C <br />BILL OF <br />BARS <br />1 <br />II B 1� <br />'o I Nim I 26 <br />�I <br />' <br />r\ml,^ <br />1 <br />DIMENSIONS /N <br />BENDING DETAILS ARE OUT TO WT 6"o <br />M <br />I 17 <br />� 23 <br />a0.6= <br />1 <br />3-0' <br />N <br />-� Via' <br />IB 19 <br />- 35 <br />POUR <br />MARK <br />Na <br />SIZE LENGTH <br />SPACING <br />LOCATION <br />O <br />< I <br />3810'"6%4 <br />8 <br />9 10- II <br />12 <br />8 <br />4 26-0 <br />S=6".38:6 <br />FOOTING <br />2 25 24 23 M 2 -� 21 20' <br />' <br />33 34 '35 3G <br />36 394t 41 <br />SPACING IN FOOTING <br />TO CLEAR PILES. <br />_---_!O SPA.- 41-0-_ 40-0 <br />FOOTING LAYOUT NOTE: BAR STEEL REINFORCEMENT <br />(C2 BARS) MAY BE ALTERED <br />=\d <br />-TORN 1-8-12 <br />3 <br />B. P, R. SHEEP <br />D�Vi510N PROJECT O. <br />TOTAL <br />BHEEIY <br />TVP <br />B EL.B7B.93 <br />BILL OF <br />BARS <br />4 Fo/7-Z� 2? <br />/2,9 <br />' <br />DIMENSIONS /N <br />BENDING DETAILS ARE OUT TO WT 6"o <br />- 35 <br />POUR <br />MARK <br />Na <br />SIZE LENGTH <br />SPACING <br />LOCATION <br />DEL <br />$ET2 <br />GI <br />8 <br />4 26-0 <br />SHOWN <br />FOOTING <br />I <br />26 <br />C2 <br />39 <br />B 5-3 <br />1-° <br />- TOE <br />C3 <br />60 <br />6 6-3 <br />10 <br />- HEEL <br />C4 <br />8 <br />4 2--3 <br />2-0 <br />4 BODY <br />A <br />23 <br />z <br />C5 <br />8 <br />4 2-9 <br />7--o <br />E <br />A <br />' <br />p <br />CG <br />8 <br />4 3-O <br />2- C, <br />E <br />A <br />0 <br />o <br />G7 <br />40 <br />B 5-q <br />1-O <br />E - B.F. <br />A <br />C I r <br />CS <br />46 <br />4 2-3 <br />1-0 <br />E WINGS <br />A <br />_29 <br />�h <br />1 <br />G9 <br />13 <br />B 6-6 <br />1-0 <br />4 WING 3- B.F. <br />B <br />C3713 <br />8 1 R•3 <br />I-0 <br />4 WING 4- B.F. <br />8 <br />ry <br />G/O <br />24 <br />4 I2-3 <br />2-O <br />BODY - VERT - F.F. <br />- G <br />4 <br />CII <br />4C <br />6 6-6 <br />1-0 <br />•' - - B.F <br />G2 <br />22 <br />4 24-0 <br />1-0 <br />- HORN.- FF. <br />C ; i' -i' -i' i -r Ct3 8 4 20-C, SHOWN - - B.F. <br />3 N B B EL. 864.70 C14 42 5 12-q 1.0 - VERT G <br />CIS 6 4 24-0 SHOWN - HORIZ. <br />2 <br />EL. 8(.2,20-1C16 42 5 4-q 1-0 - VERT D <br />ELEVATION VIEW WING 4 CIT 10 1 4 1 9-3 SHOWN - HORIZ. NO LAP <br />C/8 4 1 4 1 6-0 1-6 WINGS - HORIZ. A <br />6-6-1 - • MI C19 10 4 1 20-q I-6 - A <br />G C4 THRU CB U U, 0201 4 4 22-6 1 -6 _ A <br />2-° 3'0' CIO <br />c21 4 4 24-0 1- v A <br />1 -G•.C/B THRU C23 19 �r7 c09 C2z 4 1 1' 25-6 1-6 A <br />111q' Q' C23 4 24-0 6 A <br />I 0O �G ,ly C24 10 4 14-9 1-0 WING 3 - VERT -BOTH FACES <br />26 +i I DETAIL A - <br />> c25 13 4 R 4 r -D - B.F <br />1 o C26 10 4 13-0 1-0 WINGS - VERTco E <br />_ C27 13 4 12-3 1 -O w'NG 3 SEAT - F. F. <br />DETAIL B <br />3 8 <br />1.0)�O 1=8 C26 10 4 13-4 1 -D 4- -BOTH FACES <br />I I I -ds C29 /3 4 8-9 1-O - QF <br />TEMPORA Y HOLD DOWN Ib C30 13 4 11-3 1-0 - _FF <br />DEVICE`S ROD s4' -O `- C31 12(,_ 4 6-6 SHOWN FILLET - HORIZ. <br />LONG WITH HEX NUTS C32 6 4 12-0 SHOWN - VERT. <br />C I_ WASHER BEVELED FOR CONST JOINT NOTE: SEE SHEEI <br />30 INSIDE FLANGE OF ISL 33.9 -� C C' 1 TO BE LEFT 8 FOR FILE C33 3S 4 3-6 SHOWN GRID A <br />0 :` 1 THREAD BOLT 4" C l5 17 ROUGH. SPLICE DETA C34 21 4 2-6 SHOWN <br />(TO BE INCLUDED IN 14 <br />m ry ! BID ITEM STRUCT 0 G C35 46 5 5-9 1-0 RAILING PARAPET D <br />j N m CARBON STEEL) = I+I-- 13 -NSF C36 S S 22-3 SHOWN " <br />4' 10 3=0'MIN <br />N C —CONST JOINT KEYWAY <br />� Et. 666.20 12 G" FORMED FROM SURFACED <br />C @ F BEVELED 2•-6' EXTEND <br />4 C C `MQ W THRU WING - <br />J C �'S <br />C O SLOPE PAVING IO 1 I1 ) - <br />is 3=0- 2'3 4=9" <br />28 -EXTENT OF FILLETS y 6VNOCEC MA4N <br />am j C <br />C 3 AT WINGS. m! <br />N 'v SET I <br />0 1 O <br />+p 'Q - rMAKE ALL BAR S <br />a 1 .V V NIry. CUTS NORMAL m <br />TO BAR AXIS. - <br />22 <br />1:7 BATTER 3"/FT.- 8 BP 36 <br />C STEEL PILES DETAIL D m <br />2 1-3` 2=6" 3=2" 3•-/` C ES7 ,5tO'La/� 2. DETAIL 1, BUNDLE E_p <br />! SET 2 <br />WGER SPALfNG 10.0 1=3' LEVEL 5 C26 BARS <br />S ° <br />ONS'Z JOINT 2 SET 1 REO•D <br />SECTION A -A L <br />3Ei(' SEE SHEET I RO LEFT SET 2 REO'D <br />ROUGH <br />ELEVATION VIEW WING 3 <br />- --- °P AND FACE OF DETAIL E <br />MATCH OURS / N <br />:R. j <br />34 <br />k30 � O <br />35 <br />F <br />C 33 <br />ZI �1y RUSTICATION ¢BRC. it STRINGER <br />GROOVE <br />SECTION THRU GRID DETAIL <br />IS RAILING PARAPET <br />'N <br />C <br />v B ...�. STATE HIGHWAY COMMISSION OF WISCONSIN <br />EAST ABUTMENT <br />y «A.A.S.NO GI nc H2O S16 " /943 <br />.n 7-5-63 oE�mn V.G.H. wn QRS. cn c 7./L - <br />SECTION C -C SECTION B -B STRUCTURES -13-205 SHEHTI 00,10 <br />