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al <br />In <br />a <br />O ELEVATIONO <br />LOOKING EAST <br />PLAN <br />Oi V S��" O � T �E L <br />I <br />4 !36 leg <br />BILL OF SPRS i3,zso <br />POUP.'!MARK.� <br />NO. %VLEI Q�NpTN SPACING - -- LOCAT\ON <br />DET <br />a <br />PI , <br />O ELEVATIONO <br />LOOKING EAST <br />PLAN <br />Oi V S��" O � T �E L <br />I <br />4 !36 leg <br />BILL OF SPRS i3,zso <br />POUP.'!MARK.� <br />NO. %VLEI Q�NpTN SPACING - -- LOCAT\ON <br />DET <br />a <br />PI , <br />9� <br />$ � 1\ -O <br />9 FOOTINGS- BOCTOM <br />P2 <br />40 ! <br />II 5 - GSHOW N FOOL\N6S �, COLUMNS -DOWELS <br />A <br />? <br />P3 1 <br />3 <br />4 9 -co <br />\ - O FOOTINGS - HOOPS <br />6 <br />LL <br />' <br />1. O' <br />I I <br />li <br />P3 <br />PG <br />PS ' <br />PG <br />P-1 <br />50 <br />10 <br />6 <br />10 <br />4 9 - 1 - O COLUMNS -HOOPS <br />Il 19 - 3 SHOWN COLUMN ir. CAP -LEFT <br />11 lG - G COLUMN -LEFT <br />1l COLUMN 4 CAP -CENTER <br />11 IG- O COLUMN - CENTER <br />g <br />PB <br />10 <br />I I 15 - 9 <br />COLUMN - R\GF\T <br />P9 <br />G <br />II j IB -G <br />COLUMN 4 c- N? <br />RIO <br />3 <br />4 6- 3 <br />CAP -LEFT ENO <br />G <br />PII <br />4 <br />5 15----, <br />'• GAp - HORI-L. <br />Q <br />PI2 <br />2 <br />4 19 - ce <br />" •, _ „ <br />J 1 <br />P13 <br />12. <br />10 10-0 <br />- <br />'1' <br />P14 <br />3T <br />5 U - O <br />CAP - SC\RRUPS <br />D <br />3 <br />45 <br />10-G <br />. _ • -PLACED IN PA\RS <br />I D <br />7 a <br />P16 <br />4 <br />Il 3G - 3 <br />GAP - HORIZ. <br />A <br />Jk <br />PI -I <br />G <br />10 12--G <br />- <br />* <br />P16 <br />B <br />II 19-9 <br />PI9 <br />2 1 <br />4 20--3 <br />P201 <br />G <br />9 1,60 - a, <br />- <br />q <br />I <br />19 <br />a <br />PIT z Cy, <br />�cg <br />BUNDLE DETAIL <br />a <br />DETAIL A <br />DETAIL S <br />1. O' <br />19 <br />2-g Pl4 <br />P 2 a <br />1 � 1T—I— <br />I <br />P <br />O <br />I NII <br />-�� DETAIL C DETAIL D <br />FOOTING PLANoYP,� P <br />9�D <br />Q <br />0 8 <br />SECTION P1 SECTION P2, SECTION P3 <br />STATE HIGHWAY COMMISSION OF WISCONSIN <br />CONCRETE MASONRY PIER <br />FOOTINGS 33.1 C.Y. <br />COLUMNS---- 12.9 C. Y. <br />CAP 17.9 C. X. E°. A.As.H.a Yol <br />TOTAL <br />63.9 c.Y^re 7-5-63 ! of:',.," V.G.H. r," J.C.K. <br />. <br />STRUCTURE B 13 204 SHEET 9 OF 12 <br />X 27402 <br />c <br />2-g Pl4 <br />P 2 a <br />1 � 1T—I— <br />I <br />P <br />O <br />I NII <br />-�� DETAIL C DETAIL D <br />FOOTING PLANoYP,� P <br />9�D <br />Q <br />0 8 <br />SECTION P1 SECTION P2, SECTION P3 <br />STATE HIGHWAY COMMISSION OF WISCONSIN <br />CONCRETE MASONRY PIER <br />FOOTINGS 33.1 C.Y. <br />COLUMNS---- 12.9 C. Y. <br />CAP 17.9 C. X. E°. A.As.H.a Yol <br />TOTAL <br />63.9 c.Y^re 7-5-63 ! of:',.," V.G.H. r," J.C.K. <br />. <br />STRUCTURE B 13 204 SHEET 9 OF 12 <br />X 27402 <br />