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e <br />BILL OF BARS <br />.. .. .._ .. _ .. - DIMEN510145 )N' Bf LADING DETAILS ARE OUT TO OUT, <br />MABUTMENTS 1,560 <br />POUR <br />MARX I <br />NO <br />517E LENGrY SPACING <br />LOCATION DET <br />SPACING <br />BI <br />9 <br />4- <br />IS -5 SNOAW <br />CAP (COLA /TUE7lNI`'L - S/D$3) <br />- <br />32 <br />36 <br />4 <br />10- <br />CAP (STIRRUPS)A <br />S <br />83 <br />32 <br />G <br />19-0 - <br />CAP (LONGITUDINAL -TOPE BOTTOM) <br />B <br />$4 <br />B <br />4 <br />9-9 - <br />WINGS (ON CAP) B <br />¢-' <br />33 <br />I2 <br />4 <br />0':9 <br />wlNcs to, CAP) - <br />0 <br />8G <br />'94 <br />5 <br />4.6 <br />WINGS CON CAP) <br />4 <br />$T <br />54 <br />S <br />3.9 /-O <br />CAP(VERTICA). BETM•fEN STR+NO£R S) <br />970 <br />CAST -7N- PLACE teNc RETE PILING, DRIVEN. <br />L. F. <br />g0 <br />'BODY PLANK 13ACXING - <br />SB <br />HEAVY RIPRAP <br />C.Y <br />Q. <br />BEARING- PADS - - <br />S. P• <br />9. d <br />O <br />STEEL RAILING <br />L, F. <br />S .O <br />4 <br />9'-O" <br />NONE <br />1200 KFJ.EP <br />CLEAT CBELOW CAP) <br />100 - <br />(AT ABUT CAP) <br />z <br />0 <br />' - NON 816- ITEMS <br />SUPERSTRUCTURE 7,670 <br />POUR <br />MARK <br />NO <br />SIZE <br />LENGTH <br />SPACING <br />LOCATION OFT. <br />2,-0- <br />S! <br />70 <br />S <br />21.3 <br />I-9 <br />FLOOR (LONGITUDINAL) <br />-3're - <br />2 <br />/SF <br />S <br />32-6 <br />G <br />PLOOR (rFA SVERsE) <br />Yv )0N <br />S3 <br />B <br />6 <br />21• G <br />SHOWN <br />CURB (TOP) <br />40 -- <br />54 <br />20 <br />6 <br />4 - 6 <br />3.30 <br />CURB (PLACE SYM. A9007 E Of POST <br />6.60 <br />,95 <br />'94 <br />5 <br />4.6 <br />/-O <br />CURB (STIRRUPS) C <br />C <br />L.r <br />4d0 <br />420 <br />970 <br />CAST -7N- PLACE teNc RETE PILING, DRIVEN. <br />L. F. <br />g0 <br />'BODY PLANK 13ACXING - <br />SB <br />HEAVY RIPRAP <br />C.Y <br />Q. <br />BEARING- PADS - - <br />S. P• <br />9. d <br />y,0 <br />STEEL RAILING <br />L, F. <br />S .O <br />4 <br />9'-O" <br />NONE <br />1200 KFJ.EP <br />CLEAT CBELOW CAP) <br />100 - <br />(AT ABUT CAP) <br />z <br />0 <br />' - NON 816- ITEMS <br />LL.EFt . - <br />'SIZE <br />E <br />10•-9" <br />NONE <br />/2O0i0f,J.$P <br />NAILING STRIP WING - <br />4 13'- 3" - •• <br />'• - _ WING IFz - <br />- 6•x �+ <br />2 <br />15,0 •• <br />.. � - - <br />DETAIL C <br />DETAIL A <br />TREATED LUMBER AND <br />TIMBER <br />(2) ABUTMENTS <br />NOMINAL - <br />91rr <br />NO or <br />Pi is LENGTH <br />SURFACE <br />GRADE <br />- <br />LOCATION <br />13.5 <br />Z <br />2,-0- <br />NONE <br />12 go "r. J. (p <br />,BACKING WING 2 ' <br />.. .. . <br />GAOUIJO LINE <br />C.Y <br />-3're - <br />//./ <br />I4"C!! ip CONC. PIL)NG <br />-60,/' <br />-EST. 50�d' LONG 6200 - <br />- <br />@IS.O <br />Yv )0N <br />7Q0 <br />9 30 <br />SYAUCTUAAL CARBON STEEL <br />L8. <br />'18'390 <br />- .440- <br />40 -- <br />24 <br />TREATED LUMBER $ TIMBER - <br />M.BM. <br />3.30 <br />330 . <br />6.60 <br />WING I <br />2 13-0 <br />' <br />2 <br />/ <br />CA ST-IIv - PLACE CONCASTE PILING, DELIVERED <br />L.r <br />4d0 <br />420 <br />970 <br />CAST -7N- PLACE teNc RETE PILING, DRIVEN. <br />L. F. <br />g0 <br />'BODY PLANK 13ACXING - <br />SB <br />HEAVY RIPRAP <br />C.Y <br />BEARING- PADS - - <br />S. P• <br />9. d <br />y,0 <br />STEEL RAILING <br />L, F. <br />S .O <br />4 <br />9'-O" <br />NONE <br />1200 KFJ.EP <br />CLEAT CBELOW CAP) <br />100 - <br />(AT ABUT CAP) <br />200 <br />' - NON 816- ITEMS <br />LL.EFt . - <br />'SIZE <br />E <br />10•-9" <br />NONE <br />/2O0i0f,J.$P <br />NAILING STRIP WING - <br />4 13'- 3" - •• <br />'• - _ WING IFz - <br />- 6•x �+ <br />2 <br />15,0 •• <br />�� <br />W)NG I <br />2 14'- 0" - <br />WING I <br />2 <br />!t'•G- <br />- <br />WING 1 <br />18 <br />G, <br />BODY <br />2 <br />14'-0' <br />.NONE <br />12008T.).E! <br />CLEATWN/8 2 <br />2 I2'- 6" - <br />WING t <br />a !0'•0' <br />- WING 2 <br />WIN6 I <br />RE <br />c„OI UNTv aourE <br />GN WAY <br />a cuss w hcaeer.ENr <br />SECTION SThiC <br />PEOERAL� <br />OIYI]ION <br />vaaeer snea� j s'nee-rs <br />13.5 <br />2554 <br />111-3 <br />4 <br />_50e5o) /6 �(3�0 <br />+0,C% GRADf —� <br />_HIGH WA <br />- - . w0ciP CONQ P/L1Nc - - <br />- WATER (9-9-J0 <br />8+7.73 STREAM 8£0 <br />STA. /8+ 4048 - - <br />' - STA. 1Ts99,42 EL, 83L12 - - <br />EL. 830.88 STA. /8+20.00 <br />;LF SPAM - <br />4o, -o' <br />� <br />CLEAR BETWEEN,; P11F8= <br />2G' -O" <br />.SUPER.-. <br />CL. AOWY <br />CONE. OEcN S=BEAM, <br />- - COMP,- <br />ABUTS: CONC.'CAPON'' <br />EXCAVATION FOR STRUCTURES <br />CONI -PILES of TR. - <br />.- - <br />-rimarR. -BACKING. <br />a <br />.930.0 <br />.. .. . <br />GAOUIJO LINE <br />C.Y <br />-3're - <br />//./ <br />I4"C!! ip CONC. PIL)NG <br />-60,/' <br />-EST. 50�d' LONG 6200 - <br />- <br />@IS.O <br />780 <br />7Q0 <br />9 30 <br />DETAIL- 8 SECTION LI LIST OF DRAWINGS <br />I. QENFRAL PLAN X-21613 <br />GENERAL- NOTES <br />P14E SPAN $I PILE TOTAL ESTIMATED --QUANTITIES- 2. sUPER5YRUcrURE— - x-21614. <br />WEST ABUT. FA57 ABUT <br />DRAW/NGS SMALL NOT BE SCALED. - - <br />ALL CONCRETE MASONRY SMALL BE GRADE "AA'. 20'-T- - 20'-7- - <br />BEYA'L A44 EYPOSED EDG£3 OF CONCRETE /"'.UNLESS OTIlER iF/JL SPEC/FIFO• .I ' <br />VAR STEEL REINFORCEMENT SHALL BE /MBEDO£O '2' CLEAR VNL£SS. OTHERWISE •¢1-P. <br />SNOwN OA NorFO,- <br />TNE USE OF STRUCTURAL GRADE BAR STEEL' REINFORCEMENT IS PROHIBITED - <br />ALL PILING SHALL BE /¢".¢ CIP .CONCRETE PILING LrSTIMATED 30'-O^LONG. GRADE DIAGRAM - <br />PILING IN A.SUTMENT-6 SHALL B£ ORIY£N TO A MINIMUM BEARING -VALUE Of E0 TONS - <br />'- <br />TNE FRONT FACE OF 86TH ABurMENTS 5HALL BE RIPAAPPED WITH.NEAVY RIPRAP <br />AS SHOWN IN '5EC710N TNRU A8UTMEm T'QN XZMI.T ' TNf' 54OPE OF THE PILL :AROUND THE ENDS 'aF <br />:TNA 'WINGS SHALL BE RIPRAPPED WITH HEAVY RIPRAP TO A MINIMUM THICKNESS OF 2'0 - <br />AND TO THE LIM1IFS SHOWN IN "PLAN' IN TN15 SMEET. _ - - <br />THE 3'A10" BULHIIEAD .PLANA •)N THE . BODY OF .THE ABUTMENTS MAY, BE <br />SPLICED; SPLICES MDsr 8E- AT .OF p11,E5 AND MVSr .BE STAGGERED 1N ADJACENT <br />PLANKS. <br />B!D ITEMS <br />UNiT <br />'situ lffll <br />Aa�TSi�Ttrnr <br />AYNrMENr <br />TOTAL <br />EXCAVATION FOR STRUCTURES <br />C. Y. <br />QO <br />80 <br />/6O <br />CONCRETE MASONRY <br />C.Y <br />-3're - <br />//./ <br />//,7 <br />-60,/' <br />' $AR STEEL REINFORCEMENT <br />Le. <br />7670 <br />780 <br />7Q0 <br />9 30 <br />SYAUCTUAAL CARBON STEEL <br />L8. <br />'18'390 <br />- .440- <br />40 -- <br />./G.2 GO <br />TREATED LUMBER $ TIMBER - <br />M.BM. <br />3.30 <br />330 . <br />6.60 <br />MCAST•IN-PLACE CONCRETE TESr PILING l�4E" <br />L; S. <br />/ <br />CA ST-IIv - PLACE CONCASTE PILING, DELIVERED <br />L.r <br />4d0 <br />420 <br />970 <br />CAST -7N- PLACE teNc RETE PILING, DRIVEN. <br />L. F. <br />g0 <br />-__2 BD <br />SB <br />HEAVY RIPRAP <br />C.Y <br />BEARING- PADS - - <br />S. P• <br />9. d <br />y,0 <br />STEEL RAILING <br />L, F. <br />S .O <br />.940 <br />GRANULAR BACKF144 <br />c , <br />100 - <br />100 <br />200 <br />' - NON 816- ITEMS <br />LL.EFt . - <br />'SIZE <br />—Fri <br />3. ADVYMENTS !('ZIs- <br />REYIBE. STATE HIGHWAY. COMMISSION OF WISCONSIN <br />.GENERAL. PLAN <br />cO. DAME • "VERMONT srw. iB♦2.01 <br />T SECTION 2B TOWN. 7N RANGE CE - <br />OESIGNSFEc. AASNO;44LOAOINGNJS 'spEc?- 19ST <br />DATE'F-20-Ltl--N MMY (on WNMNII, cxu. <br />GUBMRiED, - - <br />- - <br />i! DRIVE 1 CAST -IN-PLACE <br />COI( CI? ET£T£Sr, <br />PILE AT LOCATION OF FAST ABUTMENT <br />ATE <br />ENGINEER. <br />- .. .. _ .. <br />_ - - <br />- <br />STRUCTURE <br />B'. .x'13' <br />