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2-z'f d.awxez' <br />IV -or <br />I-V <br />'-O- <br />I-X i NOTE•. WRs POUR LHALL Se. MADE AFTER mM1 <br />LAMINATED SWIM� 4 STRLW-TURF AA$ TAKEN DEAD 1."10 3 <br />SEE DETAIL DEFLEC.TWN. TAE- 10' NE16lR OF <br />s <br />TH19 FADE TO SF.. ORB TO BE MASLTAINED AT ALL -O 0 D <br />FWSM 4 VERTICAL POWTS ON 4TRUCTURE. SYM. ABOUT <br />w S <br />O CONST. "UT TO 13E WT ROURI\ <br />-I.'+ 5 ROUND TO _ "Q <br />r RAows 3 <br />5 lw M W.0mN 4 S I M <br />N co <br />8'LS. Wa PObT _ <br />6 E <br />LQ..� 4" GDNT. DRIP GROOVE 8 S 3 s Z\ .X <br />1- WI� "fix HEAVY <br />ANG10R WOUt% <br />4 A" MOTS <br />S PER SOLI. THREAD `..i2`. NOTE: SLAB TN\CKNE4.b DIMENSIONS <br />11 SHOWN ARE MINIMUM. ANY TOLERANCE <br />HALF GROSS SECTION T14RU RDWY. DWCRED NCIW q lRTE.o %X_NpT,R9Ue-lylON <br />NOTE'. ALTERxATE TOP TRANSVFJRSE SARs IN SLAB SHALL SE SUPPORTED <br />SY %owlOUAL SAR G\A\RS AT APPRO%\MATELY s -OP CExTER%. <br />SOTTOM LoNG1TUDINAd.. BARS S1\ALL SE SUPPORTED BY CANTINUM14 <br />BAR CHAIRS AT APPROXIMATELY O -O" CE.NTERb. <br />HALF PLAN <br />BILL OF BARS <br />., -ze 12,840* <br />mmjmm <br />., ►, R. I i/[[T TOTAL <br />M1OJKT <br />NO. S12E LlNe.tN LPACING <br />LACATION 0lT. <br />L.S, <br />s{ Isslia <br />39 <br />CY. <br />3S-0 %-o <br />BLAS - SOTT'OM - LANG. <br />C.Y <br />S2 <br />S2 <br />10 <br />2e -O 1-0 <br />- <br />LI <br />S9 <br />42 <br />5 <br />32-0 SHOWN <br />SLA1s- `OTTOM - TRANS. <br />! u.' c <br />54 <br />25 <br />4 <br />3t -G 1-f. <br />bLAs-TOP - Lome.. - <br />UN.". <br />SS <br />22 <br />4 <br />32.0 1-G <br />-TRANS. <br />% <br />Ge <br />5 <br />6-O \-O <br />BLAS 4 CURS A <br />ST <br />4 - <br />6 <br />93-0 sNOWN <br />CURS <br />SA <br />40 <br />5 <br />-T-r- \ -O <br />ABUTMENT CAP S <br />SS <br />S <br />'6 <br />34-G SHOWN <br />" <br />Sb <br />4 <br />6 <br />32-0 ° <br />" <br />SN <br />20 <br />G <br />4-G " <br />WR% - f`(M. ABOUT 4 POST <br />312 <br />2 <br />4 <br />32-0 <br />ABUTMENT CAP <br />6` <br />DETAIL A <br />DETAIL B <br />ASOUT <br />C.A. "N" <br />131. coDol SPIKE Ra POWER POLE mo, Lt. I 811:.\S I <br />S Too OF FLOOR S S 9 <br />i 5 4 <br />N V <br />SYM. Al WIT - <br />E SVWCTURE <br />HALF LONGITUDINAL. SECTION <br />LAMWATED <br />6A\M TMVCKMESS <br />16 R• <br />GRADE LWE <br />EL.S20.20 <br />e2OT 'm <br />to <br />BID <br />eDo <br />FORM [.5.11. <br />„WNTr • - • r!ZA • A611[[M[NT <br />., ►, R. I i/[[T TOTAL <br />M1OJKT <br />N:NWAY .KT,on aT�re r®uu� <br />ory�>Non no. Ram <br />L.S, <br />1 <br />39 <br />CY. <br />10S <br />WELD } PL. IN <br />END OC Z'S <br />Y 7' ,1 <br />LAMINATED SHIM DEFLECTION DIAGRAM of <br />PILING 2-Z'f 4x3LN."t&e <br />UT. OR }` `ENT R. <br />�1`4 RtvEas <br />NOTGN <br />4E <br />RAALIIiG <br />WLb. \ <br />WMEAM SF.D EL.609.41 <br />SECTION LI <br />HANNERVILLE CREEK <br />GRADE. UNE <br />EL.e20.50 <br />r►aass <br />ORIe.INAL <br />Qa xD LINE <br />10' S.P. 42r <br />PILES. EAT. <br />�1 <br />1% FlT <br />IS <br />AT JORLT <br />W{I•A 2• 1171 ROLES <br />TYPICAL AT .FIELD bPUCE <br />RAILING DETAILS <br />GENERAL NOTES <br />ORAWINcab SHALL NOT SE %[.ACED. <br />SEVV.L E.KPOSED EDGES OF CANC,. P. UNLESS OTNE0.W\SE. SPEC.. <br />IMSED ALL sAR 2" CLEAR UNLESS OTAEJ0.W\bl` SNOW N. <br />PILING %VJh LL" BE t0' SP 42p 6tEEL PILES EST\MATED <br />41Y -O` LONG ANO DRIVEN TO A MIN. SEARING VALUE OF 22 TONS <br />PER PILE-. <br />ALL CONCRETE MASONRY SMALL.ZRA"p- ."A --A- (Fe 1400P4f) <br />TNG. SUPEFt6TRUCTURE. SNAL1. sE SREATEO W1TN WATER <br />SOLURA-L SIUCOMM IN ACCAROXIr-E With SECt\ON IS02.3.\'19 OR <br />THE %TANDARD SPECPr1C,AT10P1'b. <br />PRESERVf.T\VE TREATT•4E.NT OF WMSE.R AND TIMBER MAX + <br />SE EITHER CREObOTE OIL OR PENTAC,AL.OROPHENOL.. <br />PROVIDE A CAMEyE3l OF" TO PFLOVIDE. FOR D\.. vIUv%x CION <br />AND FUTURE 7%..Kc G FLOW. TW OQ%A_ NOT lucL_MDE- Ax <br />ALLOWANCE FOR FORM SETTLEMENT. <br />1 � <br />L °p YAHARA RIVER <br />of Cms <br />LAYOUT <br />LRDUND TO tAWC.LE T:- TEAM SPAN (2W -G CQ 21.7' BETWEEN <br />RA♦>\UC CURElS. DECK ON CONCRETE ASUTMIENTb. <br />SA.te.LE SPO.N(T&1-0"C-C.P1`E$) 'SO -e 15CAWET.x <br />PART PLAN rul ss CK 6 aLA% ON IWS.P. 42 ABUTMExTS <br />AT ABUTS. <br />ESTIMATED OUANTITIES <br />SID- \TEM$ <br />UN1TYb <br />TOTAL <br />RILmovINO OLD SRIDGE <br />L.S, <br />1 <br />E%LAVATION FOR STRUCTURES <br />CY. <br />10S <br />WELD } PL. IN <br />END OC Z'S <br />C.Y <br />/ / <br />D• OFi <br />6R1N0 SMOOTH <br />12,640 <br />STRUCTURAL CARSON STEEL. <br />LI <br />2-Zf 4"askal52x7 <br />TN OR24SE�1T R <br />r $ <br />_4A <br />i— <br />M ELM <br />.N• <br />RIWG60LT9 <br />! u.' c <br />i <br />STEEL P%UM%, DELIvF_REO <br />�1 <br />1% FlT <br />IS <br />AT JORLT <br />W{I•A 2• 1171 ROLES <br />TYPICAL AT .FIELD bPUCE <br />RAILING DETAILS <br />GENERAL NOTES <br />ORAWINcab SHALL NOT SE %[.ACED. <br />SEVV.L E.KPOSED EDGES OF CANC,. P. UNLESS OTNE0.W\SE. SPEC.. <br />IMSED ALL sAR 2" CLEAR UNLESS OTAEJ0.W\bl` SNOW N. <br />PILING %VJh LL" BE t0' SP 42p 6tEEL PILES EST\MATED <br />41Y -O` LONG ANO DRIVEN TO A MIN. SEARING VALUE OF 22 TONS <br />PER PILE-. <br />ALL CONCRETE MASONRY SMALL.ZRA"p- ."A --A- (Fe 1400P4f) <br />TNG. SUPEFt6TRUCTURE. SNAL1. sE SREATEO W1TN WATER <br />SOLURA-L SIUCOMM IN ACCAROXIr-E With SECt\ON IS02.3.\'19 OR <br />THE %TANDARD SPECPr1C,AT10P1'b. <br />PRESERVf.T\VE TREATT•4E.NT OF WMSE.R AND TIMBER MAX + <br />SE EITHER CREObOTE OIL OR PENTAC,AL.OROPHENOL.. <br />PROVIDE A CAMEyE3l OF" TO PFLOVIDE. FOR D\.. vIUv%x CION <br />AND FUTURE 7%..Kc G FLOW. TW OQ%A_ NOT lucL_MDE- Ax <br />ALLOWANCE FOR FORM SETTLEMENT. <br />1 � <br />L °p YAHARA RIVER <br />of Cms <br />LAYOUT <br />LRDUND TO tAWC.LE T:- TEAM SPAN (2W -G CQ 21.7' BETWEEN <br />RA♦>\UC CURElS. DECK ON CONCRETE ASUTMIENTb. <br />SA.te.LE SPO.N(T&1-0"C-C.P1`E$) 'SO -e 15CAWET.x <br />PART PLAN rul ss CK 6 aLA% ON IWS.P. 42 ABUTMExTS <br />AT ABUTS. <br />ESTIMATED OUANTITIES <br />SID- \TEM$ <br />UN1TYb <br />TOTAL <br />RILmovINO OLD SRIDGE <br />L.S, <br />1 <br />E%LAVATION FOR STRUCTURES <br />CY. <br />10S <br />CONCRETE MAbONRY <br />C.Y <br />T0.6 <br />SAR STEEL RE\NFORCEMTcNT <br />L6. <br />12,640 <br />STRUCTURAL CARSON STEEL. <br />LB. <br />7'50 <br />TREATED LUMBER 1, TIMBER <br />M ELM <br />6.3 <br />STEEL TG$T PIUNG <br />L.S. <br />i <br />STEEL P%UM%, DELIvF_REO <br />Lim-", <br />Geo <br />STEEL P\Llxe., DRIVEN <br />UN.". <br />528 <br />STEEL RMUTAG <br />UN.Ft. <br />7S.0 <br />LIST OF DRAWINGS <br />%.GENERAL PLAN t. SUPER. X2TlS2 <br />2.ABUTME?►Tb X 2T 193 <br />GENERAL PLAN 4 SUPER. <br />ee. DANE I DUNKIRK aA.32.lsa <br />..e.,e« <br />at. w« SN <br />swat -51.3 nwa« V.G.H <br />I -44-K.1— Xe/ <br />71 E <br />«t0►YYpOW <br />i► DRIVE. ONE. 60 FT. bTE.EI,. TEbT PILE' <br />At LOCAT\ON Oi WE.bT ABUT. <br />srRucrvR[ 8 -13 -225 /Ntar -2 <br />XZ715Z <br />