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OR <br />BENCH MARK <br />N0. STATION DESCRIPTION YIVVS3 <br />Eq 57+50 SPIKE IN 12" OAK 60'RT. <br />BUILD APRON <br />LEVEL TO THIS LINE. <br />0.-a. <br />SECTION B -B <br />TONAL CONST•A)NIT <br />4' HOLES <br />)MST JOINT <br />I'UK CLC •K I IUM -4 • uv i vrr <br />WALLS. <br />PLAN <br />VERTICAL CONST. JOINT <br />•- <br />HOLES AT APPROX. 10'-0' CTM <br />SECTION A -A <br />SECTION C -C <br />a <br />FORM 6.11- <br />rAUNTY <br />HIGHWAY <br />uc • CL�iBE AOR�u L OWHWN lRQI�•T NO. •1QTf <br />RCT10N <br />13.6 <br />'110T� 11.3 A 1511-0 �d /¢ 39 <br />D•E'rn'sARs <br />IN DETAs BILL OF BARS <br />IN DETAIL B 11030# <br />BEFORE CUTTING n,.. aumnuc m orrmrr. nETAILS ARE OUT TO OUT <br />CIC 1 4••6'• <br />MARK /CUT ALL BARS DETAIL B <br />ALONG THIS LINE- MAKE <br />ALL CUTS NORMAL TO <br />BAR AXIS. - <br />N <br />2 SET I REQ -1). 1 4 BARS ' C17 <br />CUTTING DIAGRAM <br />POUR <br />MAR111 <br />CI <br />MO. SIZE LENGTH <br />126 1 6 B -q <br />SPACING <br />7 <br />LOCATION <br />PAVEMENT <br />DET. <br />C14 30AR5 MARK BCUTSET3 <br />C3 <br />2521 <br />6 <br />6-3 <br />7 <br />A SIDES <br />A <br />/ <br />64 <br />140 <br />4 <br />5-q <br />1-0 <br />" <br />y <br />C7 <br />18 1 <br />4 <br />36-3 <br />1-0 <br />PAVEMENT <br />CS <br />8 1 <br />4 <br />36-3 <br />SHOWN <br />Cq <br />q 1 <br />4 <br />14-6 <br />1-0 <br />JAPROM 4 CUT-OFF WALL•OISCN• <br />A <br />.� <br />CIO <br />4 1 <br />4 <br />19-9 <br />;p <br />I • " •' ' " EN <br />8 <br />= <br />CII <br />q 1 <br />4 <br />1 27-q <br />JAPPONS •i#• <br />4 <br />C12 <br />8 1 <br />4 <br />18-6 <br />Lq <br />ICUTVFPF WALL <br />,}I <br />CIL <br />8 <br />4 <br />10-0 <br />CHOWN <br />JAPRONS <br />T� <br />C17 <br />4 <br />4 <br />15-9 <br />1-OCVT-OR*WALL-NILETAIF <br />B <br />CIO <br />9 <br />4 <br />12-6 <br />INLET APRON <br />-A <br />CIq <br />9 <br />5 <br />4-0 <br />VERTICAL CONST• JOINT <br />—HORIZONTAL CONST. JOINT C <br />C ^ <br />O <br />C2 <br />110 1 <br />Co <br />8-q <br />8 <br />FLOOR <br />C3 <br />2521 <br />6 <br />1 6-3 <br />7 <br />IFLOOR A SIDES <br />A <br />y, <br />C5 <br />18 <br />4 <br />1 36.3 <br />1-0 <br />IFLOOR <br />r <br />0 <br />C6 <br />16 1 <br />4 <br />1 36-3 <br />1-6 <br />1 SIDES <br />3:6- <br />W <br />C13 <br />18 1 <br />4 <br />1 15-3 <br />1-0 <br />1 WING WALL U4* <br />c <br />" <br />C14 <br />6 1 <br />4 <br />1 13-6 <br />1-6 <br />** <br />CCIS <br />LINE. MAKE <br />L.LCUTd NORMAL <br />8 1 <br />4 <br />10-0 <br />SHOWN <br />TO BAR AXIS. U <br />Zji TO BAR AXIS• V <br />C8 <br />8 <br />4 <br />36'3 <br />'• <br />FLOOR <br />LI <br />Clq <br />Iq <br />5 <br />4-0 <br />I -O <br />VERTICAL CONST JOINT <br />GENERAL NOTES <br />ESTIMATED QUANTITIES <br />y <br />DRAWINGS SHALL NOT 6E SCALED. <br />BID-ITE14S <br />ALL CONCRETE MASONRYSHALL BE GRADE <br />EXCAVATION FOR STRUCTURES -120 CY• <br />'�j OfA SUR FACED,6SYELED KEYWAY <br />'A -A" FC • 1400 P.S.I. - CONCRETE MASONRY ii.ECY. <br />OAR STEEL REINFORCEMENT SHALL BE IMBEDDED <br />SEE CUTTING DIAGRAM <br />C14 30AR5 MARK BCUTSET3 <br />INLET EL. 833.00 <br />F <br />C 11 4 BARS MARK]CUT SET2 <br />CI <br />q BARS <br />2 SET 3 REQ'D. <br />IA K CUT SETA <br />/ <br />2 SET 2 REQ'A <br />4 SET 4 REO'O. <br />I+ <br />T <br />7 <br />N <br />c• <br />;p <br />COCIS <br />2`6' <br />°I <br />Lq <br />W <br />'C13" <br />a <br />o <br />—HORIZONTAL CONST. JOINT C <br />C ^ <br />O <br />o- <br />v <br />NA�ACUT <br />OPTIONAL CONS . <br />JOI <br />12 a <br />MARK: CVT ALL <br />ALL BARS <br />v <br />O <br />I� <br />BARS ALONG THIS <br />e• <br />3:6- <br />ALONG THIS <br />c <br />LINE. MAKE ALL <br />CUTS NORMAL <br />M <br />LINE. MAKE <br />L.LCUTd NORMAL <br />-19 <br />M <br />Y <br />19 <br />TO BAR AXIS. U <br />Zji TO BAR AXIS• V <br />O <br />2'•O•' <br />CUTTING DIAGRAM <br />CUTTING DIAGRAM DETAIL A <br />GENERAL NOTES <br />ESTIMATED QUANTITIES <br />y <br />DRAWINGS SHALL NOT 6E SCALED. <br />BID-ITE14S <br />ALL CONCRETE MASONRYSHALL BE GRADE <br />EXCAVATION FOR STRUCTURES -120 CY• <br />'�j OfA SUR FACED,6SYELED KEYWAY <br />'A -A" FC • 1400 P.S.I. - CONCRETE MASONRY ii.ECY. <br />OAR STEEL REINFORCEMENT SHALL BE IMBEDDED <br />2" CLEAR UNLESS OTHERWISE SHOWN OR NOTEQ <br />BAR STEEL REINFORCEMENT--IN90L0. <br />VERTICAL CONSTRUCTION <br />JOINT <br />BEVEL CYPIOSED EDGES OF CONCRETEr• <br />UNLESS OTHERWISE SPECIFIED. <br />NON ®10" ITEMS <br />MEMBRANE WATERPROOPINB_ ]34096 <br />FILLER" S12 <br />LIST OF DRAWINGS <br />1. DETAILS X271049 <br />- <br />2 PLY MEMBRANE <br />WATERPROOFING <br />IS" WIDE X <br />STATE HIGHWAY COMMISSION OF WISCONSIN <br />HEIGHT OF JOINT <br />DETAILS <br />eE✓X� <br />FILLER <br />DANE �"� DUNKIRK .*a 60#29.6 <br />26 4331- 5 N ..... N E <br />4, <br />YF< <br />RUN <br />AA SHO '61IwamNa H2O w�"'�, • 1469 <br />DO NOT <br />eAa4-?){ en w I.B.M. auWN D B m%J71Sr' <br />ANY STEEL <br />? <br />TMRU JOINT <br />CORNER JOINT <br />naN o <br />. <br />- - <br />/�, <br />STRUCTURE C — 13 — 6 9 <br />SHEET I OF I <br />?Y 07Ina <br />