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EL. 860.40 L. 875.80.1 17 /i EL. 675.01 ^ EL.E75.521 EL.875.371 EL.875.22 ^ e °- c <br />Y �-EL.862.91 4 s i ELEVATION ,` s6 �A 6 \ C <br />qZ <br />I! I I <br />—'.-i <br />ROUND TO A (o" R.— <br />1' 3" LEVEL <br />6" <br />-SDWNOTCH 2 10 <br />K. CONST JT, <br />a(y1' TO BE LEFT <br />F ROUGH. <br />Q J C <br />F a 38 <br />4 z rl P <br />U N C — POU <br />00 - 26 23Ll <br />O <br />!r <br />J ILU' 21 B.F. k <br />Qw C <br />�z 20 C <br />35 c <br />< 9 <br />�� RUSTICATION GROOVE F <br />2 Q <br />SECTION B -B SECTION THRU <br />R, N RAILING PARAPET <br />U Hm`� SLOPE TOP Q FACE <br />OF WING TO MATCH <br />CURB ON SUPER. <br />C <br />FORM E -S-12-62 <br />B.P.R. PROJECT <br />DIVISION <br />SNEET <br />O, <br />1 <br />N0. <br />SIZE LENGTH SPACING LOCATION <br />B <br />4 <br />27-6 <br />MIS <br />low _MINE <br />41 <br />8 <br />5-3 <br />1-0 •• - TOE <br />iii <br />6 <br />6-3 <br />10 •• - HEEL <br />8 <br />4 <br />_ <br />2-0 •• ff BODY <br />8 <br />4 <br />2-R <br />8 <br />4 <br />2-6 <br />42 <br />8 <br />5-6 <br />1-0 - B.F. <br />46 <br />4 <br />2-3 <br />WINGS <br />13 <br />7 <br />9-6 <br />It WING 4 <br />�.�� <br />•�7'�' ���� <br />8 <br />Y �-EL.862.91 4 s i ELEVATION ,` s6 �A 6 \ C <br />qZ <br />I! I I <br />—'.-i <br />ROUND TO A (o" R.— <br />1' 3" LEVEL <br />6" <br />-SDWNOTCH 2 10 <br />K. CONST JT, <br />a(y1' TO BE LEFT <br />F ROUGH. <br />Q J C <br />F a 38 <br />4 z rl P <br />U N C — POU <br />00 - 26 23Ll <br />O <br />!r <br />J ILU' 21 B.F. k <br />Qw C <br />�z 20 C <br />35 c <br />< 9 <br />�� RUSTICATION GROOVE F <br />2 Q <br />SECTION B -B SECTION THRU <br />R, N RAILING PARAPET <br />U Hm`� SLOPE TOP Q FACE <br />OF WING TO MATCH <br />CURB ON SUPER. <br />C <br />FORM E -S-12-62 <br />B.P.R. PROJECT <br />DIVISION <br />SNEET <br />O, <br />TOTAL <br />SHEETS <br />N0. <br />SIZE LENGTH SPACING LOCATION <br />B <br />DIMENSIONS <br />IN <br />BILL OF BARS 6, 530' <br />BENDING DETAILS ARE OUT TO OUT. <br />N0. <br />SIZE LENGTH SPACING LOCATION <br />B <br />4 <br />27-6 <br />SHOWN FOOTING <br />41 <br />8 <br />5-3 <br />1-0 •• - TOE <br />65 <br />6 <br />6-3 <br />10 •• - HEEL <br />8 <br />4 <br />3-0 <br />2-0 •• ff BODY <br />8 <br />4 <br />2-R <br />8 <br />4 <br />2-6 <br />42 <br />8 <br />5-6 <br />1-0 - B.F. <br />46 <br />4 <br />2-3 <br />WINGS <br />13 <br />7 <br />9-6 <br />It WING 4 <br />3a <br />CII 24 4 12-3 2-0 BOD(- VERT. - F.F. <br />B.F. C C <br />C12 42 G 6-6 r0 <br />C C-{--� C13 2O 4 25-6 •' - HORIZ. -FF. <br />y29 23 33 Ci4 8 4 21-Q SHOWN .. - -B.F. <br />C C I C CIS 44 5 12-9 1-0 ^ - VERT. I <br />27 ''.Z) -yf, ! 2'7 • I -WI 21 0 B '- - -- -i - <br />C16 a 4 25-6 SHOWN HORIZ. <br />4 ry 3 N ry' U 20 LO_ _ _�I to C17 44 5 4-6 1-0 - VERT. <br />C18 12 4 7-0 SHOWN '• - HOR1Z.- DO NOT LAP <br />Imo. - -�'I' - �T C 8 G9 & 4 8-0 1-G WINGS - HORIZ. <br />20 <br />'2-�' TAN. TO 2°CURVE AT I CC STRINGER •• •• •• <br />STA. 22"W2"+40-44 O ' <br />-O• 2=0" IO C20 8 4 21.0 <br />SECTION C -C c 621 4 4 22-6 <br />1 - EL.880.51 38 fGB GRID DETAIL C22 4 4 23-6 <br />REF, LINE--� G I ^ <br />_ i' - ( EL 880.40 N C23 4 <br />0 2L 1 2° 2R 20 29 <br />SDWK. NOTCH j m tai:}. <br />-4-C ROD FOR TEMPORARY HOLD DOWN ---i i <br />" ��•+ 9' I DEVICE. PLACE ONE AT EACH /L STRINGER AFTER SUPE - CONCRETE IS POiJRED <br />j C i <br />SURFACE. <br />FF BAR FLUSH WITH CONCRETE .� BF I 27 <br />\ „1✓I Oma'./ 3i .-•� BRG. -PAVING NOTCH I '0 I <br />I' <br />c4 ] ;� <br />Nj1 . ��."_-_ -----------------------------------------\-------- �� 28 -ta0 NI 25 <br />3 <br />O j I a i <br />m. r0. 0•' 32-G-; 1`G" LEVEL 1'0•,TP. g._L. �� \ 2..-6„ E <br />.2- <br />7 I T..gy�.. T. q yE. 3' a.. 4..01'.. STRINGER SPACING <br />G•I� 4.A 6 3. 0.. j 4.9 � 30. i 4.-q, 3'0.. I 4..q:$i 3.0.. ,�. 8 3"-c' 12.3• p,6'� 5'85^ <br />47'- 131- ,. 8 •2 4 •• I'72 <br />5S 412" <br />/�✓ PLAN <br />42' 1 4" 5 •.71 <br />4 3-0 /- <br />! I. <br />1-7 <br />f 1 <br />�-aij i m'. of 16LL1'!J' of <br />a'1 3 REF. LINE <br />f <br />S' 6 I N <br />O c'` I ' I -t SPA. @ 5'Ii.•- 38' 6' <br />r, 4 <br />fy i I <br />ni b 1 a' 9 R 10 I I 12 13! 14 h 15 - <br />-L <br />8 SPA .@ 5' (o'` 44'-0 <br />y 30 29 20� Z i� 2�- 251 24�2� 22 21 <br />�N <br />"^+ 31 32 33 34-� 35 3 ' 3'� = 30 4D - - 41 3- 42 - 43 44 • <br />NOTE: BAR STEEI <br />II SDF. @ 3'-u 43'-1" <br />1'162:1- 3'-n'IN FOOTINGS MAY IOE ALTERED <br />' TO CLEAR PILES. "C2" BARS. <br />BATTER PILING <br />F00T I •'G LP'OUT 3.. PER FOOT ELEVATION VIEW WING 3 <br />� I 5 <br />=_ C24 10 4 ;4-9 1-0 WING 4 - VERT. <br />C251 t3 4 <br />24 C2�c i3 4 12-3 - F. F. <br />C271 )0 4 13-0 WINGS -VERT. E <br />0 <br />I'I 23 4 13-9 WING 3 - VERT. <br />C C24 l3 4 8 _ 4 ., .. •, <br />L 22 (C30 13 4 Ii - F, F. <br />I 21 C3i 27 4 6-6 - FILLET - HORIZ. <br />t C32 I 6 1 4 12-6 SHOWN - VERT, <br />I. 1 <br />IC331 35 1 4 3-G GRID < <br />I1 20 C3- 21 4 2-G <br />C35 4G 5 5-9 1-0 RAIL PARAPET ! <br />9 `I Iq C36 3 5 22-3 SHOWN <br />SII C37 3 5 il-a PARAPET AT WING 4 G <br />C36 i2 4 23-9 I - (o WINGS- HORIZ. A <br />8L5. 4lB <br />BUNDLE <br />C4 TnF7 CB MARK <br />EL. BG2. RI O 3 0- c n 1 SET IVi <br />TO BE. A PART OF BID B 1 6" C t4 THRU C23 NI'' _ <br />ITEM STRVCT. CARBON STEEL - TEMPORARY HOLD DOWN DEVICE. I=C,: C 3,300 <br />4 0 ROD x 4'-0" LONG WITH HEX <br />-1 L9 <br />ELEVATION VIEW V611NG 4 NUT( WASHER BEVELED U U <br />FOR INSIDE FLANGE 3-8 v BUNDLE <br />OF ISL 33.17 11=0'l'-0 1'.8"I a, MARH <br />THREAD 80LT4� DETAIL A DETAIL B SET <br />CONST. JTZ 1.08', C <br />_ 3c27BAn <br />IS MAKE ALL CUTS <br />7965.SIR, =t NORMAL TO BAR AXIS <br />2 SET I REp'D. <br />f` 17 K ��^ G Iq 2 SET 2REQ'D. <br />DETAIL E <br />r; <br />' I BFB li 1..4. <br />JOINT KEYWAY �--� <br />) BY SURFACED If --F 5 4 <br />,I <br />D 2"t(e"EXTEND 1� <br />WING. +' t'-3.. LAP j � - V '6 U 8- <br />F BERM - <br />O -r <br />DING I C <br />c L \q DETAIL C DETAIL D <br />BATTER 37FT... -B'SP 36 - <br />v STEEL PILES STATE HIGHWAY COMMISSION OF WISCONSIN <br />3'-1" <br />2 m p3� 2._6.. 3'-2" EST 25,_C.. ..,.,..o -- <br />10.-D.• LONG EAST ABUTMENT <br />NOTE: FOR PILE SPLICEC51 Ns. .c A.A.S.H.O.'61 mo. I«a H2O-SI6I`s.=7 1963 <br />DETAIL SEE SHEET 8 OF <br />SECTION A -A -T-7-5-431-- VGH .« DB J.— 7*fel <br />STRUCTURE B — 13 — 204 SHEET 10OF 12 <br />X.?.74rl.V . <br />