THE OHIO TURNPIKE ND INFRSTRUCTURE COMMISSION JMES W. SHOCKNESSY OHIO TURNPIKE OHIO TURNPIKE ND INFRSTRUCTURE STNDRD DRWINGS S- CB- CB-2 CB-3 CB-4 CB-5 09-9-8 09-9-8 09-9-8 CBR- CBR-2 CBR-3 06-25-07 09-9-8 06-25-07 DJ- DJ-2 TC- TC-3 DR- TCB- F- TCR- TCR-2 TCR-9 TCR-MZ TCR-PS TCR-2 TCR-4 TCR-5 XOV-2 XOV-4 0-5-8 0-5-8 RPM- SBR-50 09-9-8 UD- 09-9-8 PROJECT NO. 43-9-07 BRIDGE REHBILITTION ND 3RD LNE WIDENING OHIO TURNPIKE OVER I CREEK M.P. 47.4, OHIO TURNPIKE OVER S.R. 64 (N. MIN ST.) M.P. 47.5 MILEPOST 46.50 TO MILEPOST 50.92 FULTON ND LUCS COUNTIES, OHIO C_8092 - Title Sheet.dwg; 2/8/8-3:46pm OHIO DEPRTMENT OF TRNSPORTTION STNDRD DRWINGS BP-3. BP-5. 7/8/204 7/20/208 CB-. CB-3.3 7/20/208 /5/206 MH-.2 /5/206 DM-. DM-4.3 DM-4.4 7/2/207 /5/206 /5/206 F-3. F-3.3 F-3.4 7/9/203 7/9/203 7/9/203 MGS-. MGS-2. MGS-3. MGS-3.2 MGS-4.2 MGS-4.3 /9/208 /9/208 /9/208 /8/203 7/9/203 /8/203 RM-. RM-4.2 4/8/204 4/8/204 MT-95.30 MT-95.3 MT-95.40 MT-95.70 MT-97.0 MT-99.30 MT-00.00 MT-0.60 MT-0.70 MT-0.75 MT-0.90 MT-02.0 MT-05.0 7/2/207 7/2/207 /20/207 7/20/208 7/8/204 /9/208 /5/206 /20/207 7/20/208 7/5/206 7/2/207 /20/207 7/9/203 PCB-9 RB--55 SBR--3 /8/203 7/9/203 7/20/208 TC-2.0 TC-2.20 TC-2.50 TC-4.20 TC-42.20 TC-52.20 TC-6.0 INDEX OF SHEETS TITLE SHEET SCHEMTIC PLN TYPICL SECTIONS GENERL NOTES MINTENNCE OF TRFFIC GENERL NOTES MINTENNCE OF TRFFIC TYPICL SECTIONS MINTENNCE OF GENERL SUMMRY MINTENNCE OF SUB SUMMRIES MINTENNCE OF TRFFIC PLNS GENERL SUMMRY SUB SUMMRIES STORMWTER POLLUTION PREVENTION PLN PLN ND PROFILES CROSS SECTIONS PVEMENT ELEVTION TBLES CULVERT DETILS S.R. 64 PLN ND PROFILE TRFFIC CONTROL GENERL NOTES TRFFIC CONTROL TYPICL SECTIONS TRFFIC CONTROL GENERL SUMMRY TRFFIC CONTROL SUB SUMMRIES TRFFIC CONTROL PLNS STRUCTURES PLN INSERT SHEETS 2-7 8-3 4-9 20-24 25-37 38 39-45 46-08 09-2 3-2 22-3 32-56 57-236 237-253 254 255 256 257-258 259 260-262 263-287 288-349 PIS-PIS2 BEGIN PROJECT M.P. 46.50 7/2/207 7/20/208 7/5/206 0/8/203 0/8/203 7/20/208 /7/204 FUTURE TOLL PLZ SUPPLEMENTL SPECIFICTIONS 800 82 832 86 92 0/9/208 4/20/202 0/9/208 /6/205 4/20/202 SUPPLEMENT 22 7/20/208 UNDERGROUND UTILITIES CONTCT BOTH SERVICES CLL TWO WORKING DYS BEFORE YOU DIG END PROJECT M.P. 50.92 CLL -800-362-2764 OR 8 (TOLL FREE) OHIO UTILITIES PROTECTION SERVICE NON-MEMBERS MUST BE CLLED DIRECTLY OHIO OIL & GS PRODUCERS UNDERGROUND PROTECTION SERVICE CLL: 64-75-2984 OR 8 OTIC DIVISION TRDES SUPERVISOR: 440-97-273 - WEST (M.P. 0.0 - M.P. 26.4) 440-97-278 - EST (M.P. 26.4 - M.P. 24.26) DESIGN CONTRCT: 7-8-02 PLN PREPRED BY: NO. REVISIONS DDENDUM NO. BY KP DTE 2/9/8

LTERNTE MINTENNCE OF TRFFIC (MOT) PLNS IN CHRGE W.D.B. DRWN J.D.C. REVISIONS NO. J.M.P. CHECKED DESIGNED W.D.B. 3 89 2/06/8 DTE: STORGE OF PORTBLE BRRIER GURDRIL DELINETION THE FOLLOWING CONTINGENCY QUNTITY HS BEEN PROVIDED FOR THE REMOVL OF EXISTING "SNPS" FOR TEMPORRY TRFFIC CONTROL. WORK SHLL BE PERFORMED S DIRECTED BY THE CHIEF ENGINEER. THE OHIO TURNPIKE ND INFRSTRUCTURE COMMISSION WILL LLOW STORGE OF GURDRIL DELINETION FROM MP 45.90 TO MP 5.35 SHLL CONSIST OF KT CORPORTION MODEL 567 ONE-WY DELINETORS INSTLLED IN CCORDNCE WITHPORTBLE BRRIER WLL ON TURNPIKE RIGHT OF WY NER THE BNDONED SERVICE PLZS T TP 49.0. SPCE IS VILBLE T ECH BNDONED SERVICE PYMENT FOR THIS ITEM SHLL INCLUDE REMOVL OF EXISTING ""SNPS'' ND THE THE MNUFCTURER'S PRINTED INSTRUCTIONS. THE DELINETORS SHLL BE SPCEDPLZ. THE CONTRCTOR SHLL VERIFY THE MOUNT OF SPCE THT IS VILBLE 00' (MIN.), WITH LL GURDRIL RUNS HVING NO LESS THN 2 DELINETORS (ONE EXISTING PVEMENT JOINT BY MILLING /2" DEEP ND 5' WIDE, COTING ll EXPOSED T ECH BNDONED SERVICE PLZ. THE VILBLE SPCE T THE BNDONED DELINETOR ON THE BEGIN ND ONE ON THE END OF THE GURDRIL RUN). MILLED SURFCES WITH ITEM 407 NON-TRCKING TCK COT, ND PVING THE MILLED SERVICE PLZS MY REQUIRE MINIML GRDING TO PREPRE THE SURFCE FOR RE WITH /2" OF ITEM SP 404 - SPHLT CONCRETE SURFCE COURSE, PG 64-22. LEVEL ND STBLE STORGE. EITHER SPHLT MILLINGS OR CRUSHED GGREGTE PYMENT FOR GURDRIL DELINETION SHLL BE INCLUDED WITH ITEM SP 64 MY BE USED T THE CONTRCTOR'S OWN EXPENSE TO GRDE ND STBILIZE THE MINTINING TRFFIC. SUCH PYMENT SHLL INCLUDE PROVIDING, INSTLLING, STORGE RE. PORTBLE BRRIER SHLL NOT BE STORED HIGHER THN THREE LL LBOR, EQUIPMENT ND MTERILS NECESSRY TO COMPLETE THE BOVE PIECES HIGH. TYPICL STORGE NTICIPTED WOULD BE IN CUBES OF 5 PORTBLE MENTIONED WORK SHLL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM SPECIL - MINTINING, REPLCING DMGED DELINETORS ND REMOVING, S SPECIFIED, FOR THE BOVE SID GURDRIL DELINETION. BRRIER SECTIONS LTERNTELY STCKED 3 HIGH OR S RECOMMENDED BY THE "SNP" MILL ND FILL. MNUFCTURER. RESTORTION OF THE RE WILL BE REQUIRED TO ORIGINL OR BETTER CONDITIONS S PPROVED BY THE CHIEF ENGINEER PRIOR TO FINL COMPLETION. LL BROKEN BRRIER ND DEBRIS SHLL BE REMOVED FROM THESE ITEM SPECIL - "SNP" MILL ND FILL... 2,000 FT DUST CONTROL RES ONCE COMPLETE ND DISPOSED IN CCORDNCE WITH SP 05. FLGGERS WILL BE REQUIRED FOR NY TURNING MOVEMENTS IN FRONT OF THE BNDONED SERVICE PLZS PER THE OTIC'S STNDRDS. THE CONTRCTOR SHLL PROVIDE THE CONTRCTOR SHLL FURNISH ND PPLY WTER FOR DUST CONTROL S SUSPENSION OF WORK DIRECTED BY THE CHIEF ENGINEER. THE FOLLOWING ESTIMTED QUNTITIES HVE UTILIZTION PLN TO THE CHIEF ENGINEER FOR PPROVL. THIS PLN SHLL INCLUDE THE FOLLOWING: N ERIL DRWING OF THE EXIT WHICH DEFINES THE STORGE BEEN INCLUDED FOR DUST CONTROL PURPOSES: RE, SIZE OF RE REQUIRED, DESCRIPTION OF HOW THE BRRIER IS TO BE IF THE CONTRCTOR FILS TO COMPLY WITH THE PROVISIONS FOR TRFFIC CONTROL STORED, DESCRIPTION OF WORK REQUIRED TO PREPRE THE STORGE RE WHICH S SET FORTH IN THESE PLNS OR WITH PROVISIONS OF THE OHIO MNUL OF ITEM 66 - WTER... 2,000 MGL INCLUDES TYPE OF SURFCE TO BE INSTLLED IF REQUIRED, GRDING THT UNIFORM TRFFIC CONTROL DEVICES, THE CHIEF ENGINEER WILL SUSPEND WORK PROVIDES POSITIVE DRINGE ND NY EROSION CONTROL MESURES REQUIRED, UNTIL THE CONTRCTOR COMPLIES WITH THE NECESSRY REQUIREMENTS. ND THE LOGISTICS TO STORE ND RETRIEVE THE STORED PORTBLE BRRIER TO ND FROM THE BNDONED SERVICE PLZ. LL COSTS SSOCITED WITH THE STORGE OF PORTBLE BRRIER SHLL BE CONSIDERED INCIDENTL TO THE LUMP SUM PRICE BID OF ITEM SP622 - PORTBLE BRRIER. PROJECT 43-9-07 H:\208\8092\DWG\SHEETS\C_8092 - MOT GENERL NOTES.DWG - MTN03-2/8/208 9:8:50 M - KEVIN BRMS MINTENNCE OF TRFFIC ITEM SPECIL - "SNP" MILL ND FILL DDENDUM NO. DETILS OF NY VRITION FROM THE CONTRCT DOCUMENTS, SUCH S THE PLCEMENT OF PORTBLE BRRIER, TEMPORRY SHEETING, PORTBLE BRRIER VEHICLES, TEMPORRY SIGNLS, TEMPORRY IMPCT TTENUTORS, COVERING OF ITEM SP 622 - PORTBLE BRRIER (WITHOUT GLRE SCREEN) EXISTING SIGNGE, REMOVL OF PVEMENT MRKINGS, ETC. SHOULD LSO BE PROVIDED. BOTH MILEPOSTS ND STTIONS SHLL BE PROVIDED TO IDENTIFY LL REMOVL OF EXISTING CONFLICTING PVEMENT MRKINGS SHLL BE CCOMPLISHEDLOCTIONS OF SIGNS OR DEVICES. THE CONTRCTOR SHLL REPLCE NY DMGED PORTBLE BRRIER WITHIN 24 BY EITHER GRINDING OR WTER BLST S PPROVED BY THE CHIEF ENGINEER, IN HOURS OF DMGING IMPCT. TO FCILITTE THIS PROMPT REPLCEMENT, N CCORDNCE WITH SP 64C. IN NO INSTNCE SHLL BLCKOUT TPE BE USED. DDITIONL THREE HUNDRED FEET OF ECH TYPE OF BRRIER SHLL BE ON THE THE PROPOSED LTERNTE PLN IS TO DDRESS THE ENTIRE PROJECT ND / OR MESUREMENT OF THIS ITEM SHLL BE IN CCORDNCE WITH SP 64C ND SHLL PROJECT T LL TIMES. DJCENT PROJECT MOT PLNS ND NY REQUIRED CORRECTIONS TO LREDY INCLUDE LL LBOR, MTERILS, EQUIPMENT ND INCIDENTLS NECESSRY TO REMOVE CONFLICTING PVEMENT MRKINGS TO THE STISFCTION OF THE CHIEF EXISTING MOT. TRFFIC FLOW RROWS SHLL BE SHOWN ON THE PLNS TO CLERLY INDICTE ECH LNE OF TRFFIC MINTINED. ENGINEER. THE FOLLOWING CONTINGENCY QUNTITIES HVE BEEN SHOWN FOR INFORMTIONL PURPOSES ONLY. LUMP SUM QUNTITY HS BEEN CRRIED TO THE MINTENNCE THE LTERNTE MOT PLNS SHLL BE PREPRED, SIGNED ND SELED BY OF TRFFIC GENERL SUMMRY FOR USE S DIRECTED BY THE CHIEF ENGINEER FOR PROFESSIONL ENGINEER LICENSED ND REGISTERED IN THE STTE OF OHIO WHO IS REPLCEMENT OF TEMPORRY PORTBLE BRRIER. SP 62 RISED PVEMENT MRKERS KNOWLEDGEBLE BOUT FUNDMENTL PRINCIPLES OF TEMPORRY TRFFIC CONTROL ND WORK CTIVITIES TO BE PERFORMED. LTERNTE MOT PLNS SHLL THE FOLLOWING ESTIMTED QUNTITIES HVE BEEN INCLUDED IN THE GENERL BE SUBMITTED TO THE CHIEF ENGINEER FOR REVIEW ND PPROVL. SUMMRY FOR USE S DIRECTED BY THE CHIEF ENGINEER FOR CONTINGENCY ITEM SP 622 - PORTBLE BRRIER, 32" PURPOSES ONLY. THESE ITEMS RE TO BE USED TO REPLCE OR REPIR DMGED (WITHOUT GLRE SCREEN)... 300 FT RISED PVEMENT MRKERS IN THE ESTBOUND ND WESTBOUND TURNPIKE LNES.THE CHIEF ENGINEER WILL REQUIRE 4 DY REVIEW PERIOD TO EVLUTE THE PROPOSED LTERNTE MOT PLN. NO LTERNTE PLNS SHLL BE PLCED INTO EFFECT UNTIL PPROVL HS BEEN GRNTED IN WRITING BY THE CHIEF ENGINEER. SP 62 RISED PVEMENT MRKER LL WORK ND TRFFIC CONTROL DEVICES SHLL BE IN CCORDNCE WITH SP 64 WORK ZONE PVEMENT MRKINGS STIMSONITE MODEL 0 LPCR... 50 ECH ND LL OTHER PPLICBLE PORTIONS OF THE SPECIFICTIONS, S WELL S THE CURRENT VERSION OF THE OHIO MNUL OF UNIFORM TRFFIC CONTROL DEVICES SP 62 REPLCEMENT PRISMTIC RETRO-REFLECTOR... 50 ECH THE WORK ZONE PVEMENT MRKINGS SHLL BE 4" WIDE, UNLESS NOTED OTHERWISE ND OHIO TURNPIKE ND INFRSTRUCTURE COMMISSION STNDRDS. LL COSTS ON THE PLNS OR OTIC / ODOT STNDRD DRWINGS. SSOCITED WITH THE PROPOSED LTERNTE MOT PLN WILL BE THE SOLE RESPONSIBILITY OF THE CONTRCTOR NO DDITIONL COMPENSTION WILL BE SP 62 REPLCEMENT RISED PVEMENT MRKER CSTING PROVIDED. STIMSONITE MODEL 0 LPCR... 50 ECH LL PVEMENT MRKINGS WHICH RE IN CONFLICT WITH THE PROPOSED MINTENNCE OF TRFFIC PVEMENT MRKINGS RE TO BE REMOVED S PER SP 64C - REMOVL OF PVEMENT MRKINGS. GENERL NOTES BY DTE KP 2/9/8 FLT SHEET SIGNS FURNISHED BY THE CONTRCTOR IN CCORDNCE WITH THE IF THE CONTRCTOR SO ELECTS, HE OR SHE MY PROPOSE N LTERNTE METHOD REQUIREMENTS OF THE PLNS, SPECIFICTIONS ND PROPOSL WHICH BECOME OR METHODS FOR MINTINING TRFFIC, PROVIDED THE INTENT OF THE BOVE WHEN DDITIONL SIGNING IS NEEDED TO MINTIN TRFFIC, THE CONTRCTOR DMGED BY TRFFIC FOR RESONS BEYOND THE CONTROL OF THE CONTRCTOR SHLL FURNISH THE SIGN OR SIGNS S DIRECTED BY THE CHIEF ENGINEER. THESE PROVISIONS ND SP 64 RE FOLLOWED ND NO DDITIONL INCONVENIENCE TO THE SHLL BE REPLCED IN KIND WHEN ORDERED BY THE CHIEF ENGINEER. REPLCEMENT SIGNS SHLL BE GROUND OR BRRIER MOUNTED ND MEET LL THE SPECIFICTIONSTRVELING PUBLIC RESULTS THERE FROM. SIGNS SHLL BE NEW. OTHER MTERILS MY BE USED, BUT IN GOOD CONDITION, OF THE PLN, PROPOSL ND CURRENT YER ODOT CMS. SIGN SUPPORTS ND SUBJECT TO PPROVL BY THE CHIEF ENGINEER. HRDWRE SHLL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM 630 - SIGNING, IF THE CONTRCTOR ELECTS TO PROPOSE N LTERNTE MOT PHSE, SCHEME OR MISC.: DDITIONL SIGNS WITH SUPPORTS, S DIRECTED BY THE CHIEF ENGINEER. PLN FROM THT INCLUDED IN THE CONTRCT DOCUMENTS, THE CONTRCTOR SHLL PREPRE TO SCLE PLNS, EQUIVLENT TO THE LEVEL OF DETIL OR MORE S PYMENT FOR THE NEW SIGNS SHLL BE MDE T THE CONTRCT PRICE PER ECH ITEM 630 - SIGNING, MISC.: DDITIONL SIGNS WITH PROVIDED IN THE CONTRCT DOCUMENTS, WHICH ILLUSTRTE LL DVNCED FOR ITEM 64 - REPLCEMENT SIGN, ND SHLL INCLUDE THE COST OF REMOVING WRNING RE SIGNGE, TRNSITION RE(S) FOR TPERS ND SHIFTS, SIGNGE SUPPORTS, S DIRECTED BY THE CHIEF ENGINEER... 500 SF ND DISPOSING OF DMGED SIGNS, HRDWRE ND SUPPORTS, ND PROVIDING THE ND / OR PVEMENT MRKINGS, BUFFER SPCE, CTIVITY OR WORK RES WHERE NECESSRY REPLCEMENT HRDWRE, SUPPORTS, ETC. WORK IS TKING PLCE, STGING RES FOR WORKERS / MTERILS / EQUIPMENT, ND TERMINTION RE SHOWING TRILING BUFFER SPCE ND TRNSITIONS OF N ESTIMTED QUNTITY 20 OFECH HS BEEN PROVIDED IN THE MINTENNCE OF SP 64C - REMOVL OF PVEMENT MRKING TRFFIC RETURNING TO NORML LIGNMENT. TRFFIC GENERL SUMMRY. 22 349 OHIO TURNPIKE ND INFRSTRUCTURE COMMISSION ITEM 630 - SIGNING, MISC.: DDITIONL SIGNS WITH SUPPORTS, S DIRECTED BY THE CHIEF ENGINEER DESIGN GENCY ITEM 64 - REPLCEMENT SIGN

H:\208\8092\DWG\SHEETS\C_8092 - MOT SUMMRIES.DWG - - 2/8/208 9:7:46 M - KEVIN BRMS SHEET NUMBER 2 22 23 24 39 40 4 42 43 44 45 ITEM GRND TOTL UNIT DESCRIPTION MINTENNCE OF TRFFIC 0,4 202 0,4 SY PVEMENT REMOVED, S PER PLN 5 9,367 252 9,367 FT FULL DEPTH PVEMENT SWING 2 2 2 64 8 ECH WORK ZONE IMPCT TTENUTOR FOR 24" WIDE HZRDS (UNIDIRECTIONL) 23 20 64 20 ECH REPLCEMENT SIGN 22 300 64 300 CY SPHLT CONCRETE FOR MINTINING TRFFIC 24,080 64,080 DY PORTBLE CHNGEBLE MESSGE SIGN, S PER PLN 23 4.35 0.37 4.35 0.37 2.35 2.35 64 4.4 MILE WORK ZONE LNE LINE, CLSS I, 642 PINT (4" WHITE) 2.35 2.33 64 4.68 MILE WORK ZONE LNE LINE, CLSS I, 642 PINT (6" WHITE) 4.35 0.37 4.35 0.37 2.35 2.35 64 4.4 MILE WORK ZONE EDGE LINE, CLSS I, 642 PINT (4" WHITE) 4.35 0.37 4.35 0.37 2.35 2.35 64 4.4 MILE WORK ZONE EDGE LINE, CLSS I, 642 PINT (4" YELLOW) 0.76 2.35 2.33 64 5.44 MILE WORK ZONE EDGE LINE, CLSS I, 642 PINT (6" WHITE).99 0.02 0.02 0.02 0.02.72.70 64 5.49 MILE WORK ZONE EDGE LINE, CLSS I, 642 PINT (6" YELLOW) 4,430 3,20 4,430 3,20 8,440 8,440 64 32,60 FT WORK ZONE CHNNELIZING LINE, CLSS I, 642 PINT (8" WHITE) 2,25,605 2,25,605 4,220 4,220 64 6,080 FT WORK ZONE CHNNELIZING LINE, CLSS I, 642 PINT (8" YELLOW) 7,000 SP 64 7,000 HOUR ZONE PERSON 2 0.08 0.08 0.08 0.08 SP 64B 0.32 MILE WORK ZONE LNE LINE, 4 INCH 0.08 0.08 0.08 0.08 SP 64B 0.32 MILE WORK ZONE WHITE EDGE LINE, 4 INCH 0.08 0.08 0.08 0.08 SP 64B 0.32 MILE WORK ZONE YELLOW EDGE LINE, 4 INCH 25.28 2.25 25.28 2.25 8.94 8.88 SP 64C 92.88 MILE REMOVL OF PVEMENT MRKING 22 65 LS RODS FOR MINTINING TRFFIC 8,354 65 8,354 SY PVEMENT FOR MINTINING TRFFIC, CLSS 7,330 65 7,330 SY PVEMENT FOR MINTINING TRFFIC, CLSS, TYPE, S PER PLN 24 72,3 65 72,3 SY PVEMENT FOR MINTINING TRFFIC, CLSS, TYPE 2, S PER PLN 24 2,650 65 2,650 SY PVEMENT FOR MINTINING TRFFIC, CLSS B 2,000 66 2,000 MGL WTER 22 50 SP 62 50 ECH RISED PVEMENT MRKER-STIMSONITE MODEL 0 LPCR 22 50 SP 62 50 ECH REPLCEMENT PRISMTIC RETRO-REFLECTOR 22 50 SP 62 50 ECH REPLCEMENT RISED PVEMENT MRKER CSTING-STIMSONITE MODEL 0 LPCR 22 SP 622 LS 32" PORTBLE BRRIER (WITHOUT GLRE SCREEN) 22 SP 622 LS 32" PORTBLE BRRIER W/ NCHORS (WITHOUT GLRE SCREEN) 50 SP 626 50 ECH BRRIER REFLECTOR, TYPE (WHITE) 24 672 486 672 486,272,272 SP 626 4,860 ECH CONSTRUCTION ZONE MRKER, ONE-WY MODEL, WHITE 224 62 224 62 424 424 SP 626,620 ECH CONSTRUCTION ZONE MRKER, ONE-WY MODEL, YELLOW 500 630 500 SF SIGNING, MISC.: DDITIONL SIGNS WITH SUPPORTS, S DIRECTED BY THE CHIEF22 ENGINEER 2,000 SPECIL 2,000 FT "SNP" MILL ND FILL 22 SEE SHEET NO. DESIGN GENCY NO. REVISIONS BY DTE CHECKED DESIGNED DDENDUM NO. KP 2/9/8 W.D.B. J.M.P. 43-9-07 PROJECT IN CHRGE DRWN MINTENNCE OF TRFFIC GENERL SUMMRY 38 349 K.P.. W.D.B. 2/06/8 DTE: 9 89 OHIO TURNPIKE ND INFRSTRUCTURE COMMISSION

8092SD002_474_FINL.dwg; 2/8/8-9:22am 6" (BEMS &T) 5 4" (BEMS B-F & N-S) RER BUTMENT RER BUTMENT 34'- 3 4" 44'-6" 50'-0" 44'-6" 2'-7 6" (TENSION TOP FLNGE) PIER & PIER,, & SPLICE (BEMS B-F & N-S) SPLICE (BEMS & T) EXISTING BEM -F & N-T ELEVTION PROPOSED BEM G-M ELEVTION PIER 2 & PIER 2,, & SPLICE (BEMS B-F & N-S) 6" 44'-6" 50'-0" 44'-6" 6" NOTES ~ W33X30 ~. HIGH STRENGTH BOLTS SHLL BE " DIMETER 325, TYPE UNLESS OTHERWISE NOTED. 2. SEE ODOT STNDRD DRWING RB--55 FOR R-50 ROCKER BERING DETILS. 3. SEE SHEET 9/29 FOR FRMING PLN. 34'-5 3 4" R-50 ROCKER BERING 4. THE PROPOSED STRUCTURL STEEL MEMBERS REQUIRED FOR THIS PROJECT, INCLUDING BEMS, SPLICE PLTES, NUTS, BOLTS, WSHERS, STIFFENERS, DIPHRGMS, ROCKER BERINGS, S, ROCKER BERING DOWELS, ND SHEET LED HVE BEEN PID FOR ND FBRICTED UNDER SEPRTE CONTRCT. STRUCTURL STEEL HS BEEN SHOP PRIMED BY THE FBRICTOR. THE CONTRCTOR IS RESPONSIBLE FOR RETRIEVING THE STRUCTURL STEEL FROM THE FBRICTOR, HNDLING THE STEEL ON-SITE, ND ERECTING THE STEEL IN ITS FINL LOCTION. 5. BLST CLEN ND FIELD COT PROPOSED BEMS, ROCKER BERINGS, ND DIPHRGMS IN CCORDNCE WITH SP 54. FIELD TOUCH UP OF SHOP PRIME COT SHLL BE INCLUDED FOR PYMENT IN ITEM SP 54 ND WILL NOT BE PID FOR SEPRTELY. 2'-7 6" (TENSION TOP FLNGE) 3 4" X " X '-0 2" (SEE FLNGE PLTE DETIL) 6. FIELD COT EXISTING STRUCTURL STEEL SURFCES WHERE EXISTING COTING IS DISTURBED TO INSTLL NEW STRUCTURL STEEL. PERFORM COTING IN CCORDNCE WITH SP 54 ND SP 525. 7. WELD TTCHMENT OF SUPPORTS FOR CONCRETE DECK FINISHING MCHINE TO RES OF THE FSCI STRINGER FLNGES DESIGNTED "COMPRESSION". DO NOT WELD TTCHMENTS TO RES DESIGNTED "TENSION". FILLET WELDS TO COMPRESSION FLNGES SHLL BE T LEST " FROM EDGE OF FLNGE, BE NO MORE THN 2" LONG, ND BE T LEST /4" FOR THICKNESSES UP TO 3/4" OR 5/6" FOR GRETER THN 3/4" THICK. 38'-4" 40'-0" 40'-4 3 4" (BEMS B-F & N-S) 26'-9 8" 26'-9 8" 3 4" X " X '-0 2" 2" R-50 ROCKER BERING 2 2" 2 2" 3 4" 3 4" 40'-5 2" (BEMS & T) FIELD SPLICE 2'-7 6" (TENSION TOP FLNGE) '-8" R-50 ROCKER BERING '-0 2" 2'-7 6" (TENSION TOP FLNGE) 2'-6" 3 4" X " X '-0 2" (SEE FLNGE PLTE DETIL) BEM DETIL '-2 2" 2" 3 SPCES @ 2" 2" 3 SPCES @ 2" 3 2" = 0 2" 2'-5" FIELD SPLICE VIEW - '-2 2" 3 2" = 0 2" 34'- 3 4" 3 4" ~ W33X30 ~ 5 6 34'-5 3 4" " Ø HIGH STRENGTH BOLTS (STM 325) IN STNDRD HOLE 3 8" X '-3" X 2'-4 2" WEB SPLICE PLTE BEM 3 8" X " X 2'-5" OUTSIDE 2" X 4 2" X 2'-5" INSIDE FLNGE PLTE FORWRD BUTMENT 2'-4 2" 7 6" 7 6" 2" FORWRD BUTMENT 2" 7 SPCES @ 3 2" = 2'-0 2" 2" FLNGE 2" 3 2" 2" 2" 3 2" 2" FIELD SPLICE '-3" 7 2" 7 2" TYPICL FIELD SPLICE DETIL 3 8" X " X 2'-5" OUTSIDE FLNGE 2" X 4 2" X 2'-5" INSIDE FLNGE PLTE (ECH SIDE) " Ø HIGH STRENGTH BOLTS (STM 3 IN STNDRD HOLE 3 8" X '-3" X 2'-4 2" WEB SPLICE PLTE (ECH SIDE) 2" X 4 2" X 2'-5" INSIDE FLNGE PLTE (ECH SIDE) 3 8 " X " X 2'-5" OUTSIDE DESIGN GENCY NO. REVISIONS BY DTE CHECKED DESIGNED NORTHWEST CONSULTNTS, INC. 3220 CENTRL PRK WEST TOLEDO, OHIO 4367 P:(49) 84-4704 F:(49) 84-2979 DDENDUM NO. PM 2/9/8 DLC PM PROJECT IN CHRGE DRWN SUPERSTRUCTURE DETILS OHIO TURNPIKE OVER I CREEK 43-9-07 309 349 DTE: OHIO TURNPIKE ND INFRSTRUCTURE COMMISSION DLC KJJ M.P. 47.4 FULTON COUNTY 2/06/8 20 29

8092_SP00_474.dwg; 2/8/8-9:28am 740 730 720 70 700 690 680 670 (TYP. T BUTMENTS) DRIVEN LENGTH = 35' HP0X42 PILE ESTIMTED 660 EXISTING POFILE 335+00 336+00 337+00 709.66 709.73 709.82 709.94 70.02 70.0 709.96 709.84 709.73 709.75 709.7 709.69 8'-5 8" EXISTING GROUND EL. 684.0 335+50 336+50 337+50 PROFILE LONG WESTBOUND LNES MINIMUM VERTICL PIER RER BUTMENT 62'- 3 6" BRIDGE LIMITS 3'-3 6" 4'-9" 52'-9 3 6" 4'-9" 3'-3 6" PIER 2 FIX EXP. EXP. EXP. CLERNCE PROPOSED PROFILE EL. 705.7 EL. 699.5 TOP OF SLOPE EL. 706.± (LEFT) EL. 702.8± (RIGHT) HP0X42 PILE ESTIMTED DRIVEN LENGTH = 40' (TYP. T PIERS) STTE ROUTE 64 EXISTING GS (DO NOT DISTURB) PROPOSED WTER EXISTING WTER PVI ST. = 336+50.00, EL. 76.52, 800' V.C. +.40%-.50% EL. 684.0 8'-5 8" FORWRD BUTMENT PROPOSED PROFILE EL. 705.6 EL. 699.4 TOP OF SLOPE EL. 703.5± (LEFT) EL. 703.3± (RIGHT) EXISTING TELEPHONE (TTCHED TO EXISTING STRUCTURE) (RELOCTED BY OTHERS) EXISTING BNDONED 4"Ø CONDUIT (REMOVE) 709.89 709.93 709.96 709.99 70.00 70.00 70.00 709.98 709.95 709.9 709.86 709.8 (REMOVE ND REPLCE) 2" STORM FIRST GURDRIL POST ST. 336+0.4 MGS BRIDGE TERMINL SSEMBLY, TYPE 2 EXISTING FENCE 2" PROPOSED 2" STORM PROPOSED 34'-7" PHSE 4 CONSTRUCTION EXISTING 5" STORM '-6" PRPET (RELOCTED BY OTHERS) 63'-7" OUT-TO-OUT OHE OHE OHE 60'-3 2" 5" STORM EXISTING EXISTING EXISTING FENCE EXISTING FENCE 2" STORM END BUTMENT SLB ST. 335+73.49 ST. 335+4.75 ST. 336+5.24 ST. 336+68.06 EXISTING OVERHED ELECTRIC 58'-2" PHSE 3 CONSTRUCTION '-7 2" PRPET RER BUTMENT PIER & PIER 2 & ST. 337+09.8 ST. 337+23. RE-ESTBLISHED SURVEY BSELINE BEGIN PPROCH SLB S89 5'48"E '-7 2" PRPET END PPROCH SLB ST. 337+4.54 FORWRD BUTMENT 63-7" OUT-TO-OUT 60'-3 2" GGREGTE SLOPE MGS BRIDGE TERMINL SSEMBLY, TYPE PROTECTION PHSED EXISTING FENCE FIRST GURDRIL POST JOINT CONSTRUCTION ST. 335+60.8 BEGIN BUTMENT SLB 35 30'00" LIMITS OF CRUSHED ST. 335+3.45 PHSED CONSTRUCTION JOINT FIRST GURDRIL POST '-6" PRPET FIRST GURDRIL POST 2" STORM EXISTING MGS BRIDGE TERMINL SSEMBLY, TYPE 2 SSEMBLY, TYPE ST. 336+8.75 ST. 337+69.43 (DO NOT DISTURB) (REMOVE ND REPLCE) EXISTING BURIED GS EXISTING WTER (RELOCTED BY OTHERS) TO EXISTING STRUCTURE) EXISTING OVERHED TELEPHONE (TTCHED EXISTING BNDONED VERTICL CLERNCE POINT OF MINIMUM ESTBOUND EXISTING CTCH BSIN (REMOVE) LNES EXISTING CTCH BSIN TO EXISTING STRUCTURE) LNES EXISTING CTCH BSIN EXISTING CTCH BSIN 335+00 336+00 337+00 (REMOVE ND REPLCE) (REMOVE ND REPLCE) EXISTING CTCH BSIN EXISTING CTCH BSIN 34'-7" PHSE 4 CONSTRUCTION 4"Ø CONDUIT (TTCHED STTE ROUTE 64 MGS BRIDGE TERMINL WESTBOUND PROPOSED WTER (REMOVE ND REPLCE) (REMOVE ND REPLCE) GENERL PLN EL. 687.00 ST. 335+93.25, 08.55' LEFT CORNER) CONCRETE BSE OF HEDWLL CHISELED SQURE SET ON (SOUTHEST BENCH MRK NUMBER EL. 69.52 ST. 337+43.48, 04.29' RIGHT CORNER) CONCRETE BSE OF CTCH BSIN CHISELED SQURE SET ON (SOUTHEST BENCH MRK NUMBER 2 EXISTING CTCH BSIN EXISTING CTCH BSIN 2" STORM 2" STORM 2" PROPOSED PROPOSED EXISTING FENCE (REMOVE ND REPLCE) 740 730 720 70 700 690 680 670 660 650 3 39 349 PROJECT 43-9-07 DTE: 2/06/8 GENERL PLN ND PROFILE OHIO TURNPIKE OVER STTE ROUTE 64 M.P. 47.5 FULTON COUNTY DESIGNED DRWN CHECKED CPM PM IN CHRGE CPM KJJ NO. REVISIONS BY DTE DDENDUM NO. PM 2/9/8 DESIGN GENCY NORTHWEST CONSULTNTS, INC. 3220 CENTRL PRK WEST TOLEDO, OHIO 4367 P:(49) 84-4704 F:(49) 84-2979 OHIO TURNPIKE ND INFRSTRUCTURE COMMISSION EXISTING STRUCTURE TYPE: CONTINUOUS STEEL BEMS WITH REINFORCED CONCRETE DECK, SUBSTRUCTURE, CELLULR BUTMENTS, ND CP ND COLUMN TYPE PIERS SPNS: 4'-9"±, 52'-9 3 6"±, 4'-9"± C/C BERINGS RODWY: TWO 37'-4"± RODWYS TOE/TOE PRPET LIGNMENT: TNGENT CROWN: 3 6" / FT± SKEW: 35 30'00"± RIGHT FORWRD WERING SURFCE:MONOLITHIC CONCRETE LODING: HS20-44 ND LTERNTE MILITRY BUILT: 954 REHBILITTED: 985 PPROCH SLBS: 5'-0" LONG STRUCTURE FILE NUMBER: 2629968 (LEFT) 262994 (RIGHT) PROPOSED STRUCTURE PROPOSED WORK: REPLCING DECK, BUTMENT, ND PPROCH SLBS. WIDENING THE EXISTING SUPERSTRUCTURE. WIDENING THE EXISTING SUBSTRUCTURE UNITS TO REMIN,REPLCING BUTMENT BERINGS, REPLCING DECK JOINTS, REPIRING STEEL DIPHRGMS, ND PTCHING CONCRETE. TYPE: CONTINUOUS STEEL BEMS WITH COMPOSITE REINFORCED CONCRETE DECK, SUBSTRUCTURE, CELLULR BUTMENTS, ND CP ND COLUMN TYPE PIERS SPNS: 4'-9", 52'-9 3 6", 4'-9" C/C BERINGS RODWY: TWO 60'-3 2" RODWYS TOE/TOE PRPET LIGNMENT: TNGENT CROWN: 3 6" / FT SKEW: 35 30'00" RIGHT FORWRD WERING SURFCE:" MONOLITHIC CONCRETE LODING: HS20-44 CSE I ND LTERNTE MILITRY LODING PPROCH SLBS: S- (5'-0" LONG) COORDINTES: LTITUDE: 4 35'59" N LONGITUDE: 83 53'59"W NOTES FOR DDITIONL BENCHMRK ND PROJECT CONTROL INFORMTION SEE ROD PLNS. LL EXISTING FOOTING ELEVTIONS WERE DJUSTED TO THE CURRENT PROJECT SURVEY ELEVTIONS ND RE PPROXIMTELY 0.4 FEET LOWER THN THE ELEVTIONS SHOWN ON THE ORIGINL PLNS. POINT OF MINIMUM VERTICL CLERNCE EXISTING PROPOSED 4'- 3 4" 4'- 3 4 " LEGEND BENCHMRK CHIN LINK FENCE EXISTING GURDRIL PROPOSED GURDRIL

8092SD002_475_FINL.dwg; 2/8/8-9:29am NOTES RER BUTMENT. HIGH STRENGTH BOLTS SHLL BE " DIMETER 325, TYPE UNLESS OTHERWISE NOTED. 2. SEE ODOT STNDRD DRWING RB--55 FOR R-50 ROCKER BERING DETILS. 3. SEE SHEET 20/3 FOR FRMING PLN. 6" 29'-6" 4'-9" 4. THE PROPOSED STRUCTURL STEEL MEMBERS REQUIRED FOR THIS PROJECT, INCLUDING BEMS, SPLICE PLTES, NUTS, BOLTS, WSHERS, STIFFENERS, DIPHRGMS, ROCKER BERINGS, S, ROCKER BERING DOWELS, ND SHEET LED, ND EXCLUDING THE STRUCTURL STEEL REQUIRED FOR THE DIPHRGM REPIR DETILED ON SHEET 23/3, HVE BEEN PID FOR ND FBRICTED UNDER SEPRTE CONTRCT. STRUCTURL STEEL HS BEEN SHOP PRIMED BY THE FBRICTOR. THE CONTRCTOR IS RESPONSIBLE FOR RETRIEVING THE STRUCTURL STEEL FROM THE FBRICTOR, HNDLING THE STEEL ON-SITE, ND ERECTING THE STEEL IN ITS FINL LOCTION. 3 4" X " X '-0 2" (SEE FLNGE PLTE DETIL) R-50 ROCKER BERING 5. THE CONTRCTOR IS RESPONSIBLE FOR PROCURING, FBRICTING, SHOP PRIMING, HNDLING, ND ERECTING THE STRUCTURL STEEL FOR THE DIPHRGM REPIR DETILED ON SHEET 23/3. SEE NOTE FOR ITEM 53 - STRUCTURL STEEL MEMBERS, LEVEL UF, S PER PLN IN THE STRUCTURL GENERL NOTES FOR MORE INFORMTION. 27'-2" (TENSION TOP FLNGE) PIER & 23'- 3 6" 52'-9 3 6" 4'- 3 6" 37'-3 3 6" FIELD SPLICE 27'-2" (TENSION TOP FLNGE) 0'-0" PROPOSED BEMS G-M ELEVTION 6. BLST CLEN ND FIELD COT PROPOSED BEMS, ROCKER BERINGS,END DIPHRGM REPIR, ND DIPHRGMS IN CCORDNCE WITH SP 54. FIELD TOUCH UP OF SHOP PRIME COT SHLL BE INCLUDED FOR PYMENT IN ITEM SP 54 ND NOT BE PID FOR SEPRTELY. 7. BLST CLEN ND FIELD COT EXISTING STRUCTURL STEEL SURFCES WHERE EXISTING COTING IS DISTURBED TO INSTLL NEW STRUCTURL STEEL. PERFORM COTING IN CCORDNCE WITH SP 54 ND SP 525. 8. WELD TTCHMENT OF SUPPORTS FOR CONCRETE DECK FINISHING MCHINE TO RES OF THE FSCI STRINGER FLNGES DESIGNTED "COMPRESSION". DO NOT WELD TTCHMENTS TO RES DESIGNTED "TENSION". FILLET WELDS TO COMPRESSION FLNGES SHLL BE T LEST " FROM EDGE OF FLNGE, BE NO MORE THN 2" LONG, ND BE T LEST /4" FOR THICKNESSES UP TO 3/4" OR 5/6" FOR GRETER THN 3/4" THICK. 9. WELDED SHER STUD CONNECTORS SHLL CONFORM TO SHTO M69. WELDED SHER STUD CONNECTORS SHLL BE MOVED TO VOID INTERFERENCE WITH RIVET ND BOLT HEDS. PIER 2 & 3 4" X " X '-0 2" (SEE FLNGE PLTE DETIL) R-50 ROCKER BERING 29'-6" 4'-9" 7 8" Ø SHER STUD SPCING 25 SPCES @ 7 SPCES @ 4 SPCES @ 36 SPCES @ 5 SPCES @ '-4" = 20'-0" 7 SPCES @ 25 SPCES @ 8" = 6'-8" 0" = 4'-2" '-6" = 2'-0" 0" = 30'-0" 0" = 4'-2" 8" = 6'-8" 6" 2'-" 6" 2" 2" 6 SPCES @ 3 2" = '-9" FLNGE FIELD SPLICE 3'-7 3 6" ~ W30X24 ~ ~ W30X24 ~ '-0" " " 2" 2 SPCES @ 2" 2" 2 SPCES @ 2" 3 2" = 7" 3 2" = 7" TYPICL FIELD SPLICE DETIL 2" X 0" X 2'-5" OUTSIDE FLNGE 2" X 4 4" X 2'-5" INSIDE FLNGE PLTE (ECH SIDE) " Ø HIGH STRENGTH BOLTS (STM 325) IN STNDRD HOLE 2" X '-0" X 2'-" WEB SPLICE PLTE (ECH SIDE) 2" X 4 4" X 2'-5" INSIDE FLNGE PLTE (ECH SIDE) 2" X 0" X 2'-5" OUTSIDE 0 2" 2 4" 3" 3" 2 4" 3 4" X " X '-0 2" R-50 ROCKER BERING 2" 3 SPCES @ 2" 2" 3 SPCES @ 2" 3 2" = 0 2" FIELD SPLICE 2'-5" '-2 2" '-2 2" VIEW - '-0 2" 3 2" = 0 2" BEM DETIL FORWRD BUTMENT 2" X 4 4" X 2'-5" INSIDE FLNGE PLTE 3 4" 5 6 6" " Ø HIGH STRENGTH BOLTS (STM 325) IN STNDRD HOLE 2" X '-0" X 2'-" WEB SPLICE PLTE BEM 2" X 0" X 2'-5" OUTSIDE 6" 2" BEM & 7 8" Ø SHER STUD 7 8" Ø X 6" SHER STUD SHER STUD DETIL (REFER TO ELEVTIONS FOR SPCING) DESIGN GENCY NO. REVISIONS BY DTE CHECKED DESIGNED NORTHWEST CONSULTNTS, INC. 3220 CENTRL PRK WEST TOLEDO, OHIO 4367 P:(49) 84-4704 F:(49) 84-2979 DDENDUM NO. PM 2/9/8 DLC PM PROJECT IN CHRGE DRWN SUPERSTRUCTURE DETILS OHIO TURNPIKE OVER STTE ROUTE 64 43-9-07 339 349 DTE: OHIO TURNPIKE ND INFRSTRUCTURE COMMISSION DLC KJJ M.P. 47.5 FULTON COUNTY 2/06/8 2 3