STATE OF OHIO DEPARTMENT OF TRANSPORTATION G EA MIDDLEFIELD TOWNSHIP GEAUGA COUNTY INDEX OF SHEETS: TITLE SHEET 1 SCHEMATIC PLAN

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1 HALE RD DURKEE RD DR C-15 T-1 WHITE RD ENTERPRIE WAY INDUTRIAL PKWY MO WOOD T-128 DR LN CHIPMUNK 1 GURA RD CLOVERDALEDR PRINGDALE DR T-130 DR LAKE AVE TANDI AVE PERRY GROVE AVE LINDA DGE WOOD RI KENWOOD LN DR T BUTTON AVE PIERCE DR MILL JOHNON VAL T AVE T PLA T RD AVE THOMPON GEAUGA COUNTY AIRPORT ADAM RD T-2 T-121 DR 6 T DURKEE RD T-117 Burton tation BURTON RD Cuyahoga River perry Pond WINDOR Tare T-117 RD CLOVE RDALE Creek NAUVOO RD C-41 8 MIDDLEFIELD outh PETER RD T-122 BEGIN PROJECT TA Branch NAUVOO RD T-123 Phelps MIDDLEFIELD Creek Hayes Corners GEAUGA COUNTY TRUMBULL COUNTY T-302 TATE OF OHIO DEPARTMENT OF TRANPORTATION GEA PROJECT DECRIPTION RECONTRUCT APPROXIMATELY 0 FEET AND REURFACE 0.9 MILE OF.R. 87 BETWEEN HAYE ROAD AND BUNDYBURG ROAD INCLUDING WIDENED OULDER AND TORM WATER DRAINAGE IMPROVEMENT. PROJECT EARTH DITURBED AREA: 8.82 ACRE ETIMATED CONTRACTOR EARTH DITURBED AREA: 0.25 ACRE NOTICE OF INTENT EARTH DITURBED AREA: 9.07 ACRE FEDERAL PROJECT NO. E BRIDGE RD T-125 RD T-138 EDD RD T-126 PATCH RD NEWCOMB RD T WINE T-512 RD HOMER CREEK T-119 wine EDD T-126 Creek FARLEYRD T-212 RD END PROJECT TA REEVE RD Bundysburg T-213 HAYE RD HAZY MORNING RD PARKMAN T-232 MIDDLEFIELD T-227 MIDDLEFIELD TOWNIP GEAUGA COUNTY 16 PECIFICATION THE TANDARD PECIFICATION OF THE TATE OF OHIO, DEPARTMENT OF TRANPORTATION, INCLUDING CHANGE AND UPPLEMENTAL PECIFICATION LITED IN THE PROPOAL ALL GOVERN THI IMPROVEMENT. PID NO RD T-5 LOCATION MAP LATITUDE: 41 27'30" LONGITUDE: 81 0 '47" CALE IN MILE PORTION TO BE IMPROVED INTERTATE HIGHWAY FEDERAL ROUTE TATE ROUTE COUNTY & TOWNIP ROAD OTHER ROAD RD OLD N T-229 INDEX OF EET: TITLE EET 1 CHEMATIC PLAN 2 CENTERLINE REFERENCE AND BENCHMARK 3 TYPICAL ECTION 4 GENERAL NOTE 5-7 MAINTENANCE OF TRAFFIC 8-18 PLAN AND PROFILE CRO ECTION 30- INTERECTION DETAIL 61 DRIVE DETAIL CULVERT DETAIL TRAFFIC CONTROL I HEREBY APPROVE THEE PLAN AND DECLARE THAT THE MAKING OF THI IMPROVEMENT WILL REQUIRE THE CLOING TO TRAFFIC OF THE HIGHWAY EXCEPT A NOTED ON EET 8, AND THAT DETOUR WILL BE PROVIDED A INDICATED ON THE PLAN. CONTRUCTION PROJECT NO. F:\Jobs\7\23733\roadway\sheets\23733GT001.dgn 5/15/17 12:08:38 PM dbender DEIGN DEIGNATION CURRENT ADT (18) DEIGN YEAR ADT (38) DEIGN HOURLY VOLUME (38) DIRECTIONAL DITRIBUTION TRUCK (24 HOUR B&C) DEIGN PEED LEGAL PEED DEIGN FUNCTIONAL CLAIFICATION: RURAL MAJOR COLLECTOR NH PROJECT DEIGN EXCEPTION NONE PLAN PREPARED BY: CONULTING ENGINEER 8235 Mohawk Drive, trongsville, Ohio (4) ,477 7, % 12% 55 MPH MPH N/A ENGINEER EAL: IGNED: DATE: ENGINEER EAL: IGNED: DATE: TANDARD CONTRUCTION DRAWING MG MT MG MT MG UPPLEMENTAL PECIFICATION 800 4/21/ /18/ /17/ /18/ /17/14 PECIAL PROVIION APPROVED DATE APPROVED DATE DITRICT DEPUTY DIRECTOR DIRECTOR, DEPARTMENT OF TRANPORTATION RAILROAD INVOLVEMENT NO NE 1

2 PC ta TA BEGIN REURFACING AND OULDER RECONTRUCTION N BEGIN PROJECT TA R. 87 (KINMAN ROAD) DECRIPTION TATION NORTHING EATING P.O.T P.C P.I P.T P.O.T. (I.P.F.) HORIZONTAL CALE IN FEET MRC E F:\Jobs\7\23733\roadway\sheets\23733GB001.dgn 5/15/17 12:08: PM dbender MATCH LINE TA , EE ABOVE HAYE ROAD R/W & CONTRUCTION.R. 87 (KINMAN ROAD) A B A P.I.ta R = 38,197.19' T = ' L = ' E = 0.72' C = ' - CONTRUCITON BEGIN TO DIVERGE FROM R/W - CONTRUCTION CONVERGE WITH R/W END FULL DEPTH PAVEMENT REPLACEMENT TA , 21"CONDUIT, TYPE A FOR CULVERT DETAIL, EE EET 66 1 PT ta B EE DETAIL "A" R/W & CONTRUCTION.R. 87 (KINMAN ROAD) PC TA EX. R/W.R. 87 (KINMAN ROAD) CONT..R. 87 (KINMAN ROAD) DETAIL "A" CONTRUCTION TA , 14"X 23"CONDUIT, TYPE A FOR CULVERT DETAIL, EE EET TA (BACK) R/W TA (AHEAD) R/W = PT TA CONT. = TA R/W= TA , 0.72' RT. TA , 8' X 4' CONDUIT, TYPE A FOR CULVERT DETAIL, EE EET MIDDLEFIELD TWP. EX. TREAM END PROJECT TA E GEAUGA COUNTY TRUMBULL COUNTY BUNDYBURG ROAD MATCH LINE TA , EE BELOW C HEM A TIC PLA N 2

3 CENTERLINE REFERENCE & BENC H M A RK F:\Jobs\7\23733\roadway\sheets\23733GB002.dgn 5/15/17 12:08: PM dbender MRC 3

4 R/W R/W AND CONTRUCTION.R. 87 (KINMAN ROAD) R/W A EXITING LEGEND APHALT CONCRETE MRC 2'-0" 30'-0" 13'-0"` 1'-0" 13'-0"` 30'-0" 4'-0" 9'-0" 9'-0" 4'-0" 2'-0" B C APHALT CONCRETE BAE MACADAM BAE VAREI VAREI D REINFORCED CONCRETE BAE E AGGREGATE E A B D A C A B E ` 4"` PROPOED LEGEND F:\Jobs\7\23733\roadway\sheets\23733GY001.dgn 5/15/17 12:08:41 PM dbender TEMP TEMP VARIE 4' ROUNDING VARIE (TYP.) 2'-0" FLAT # BOTTOM DITCH 4' ROUNDING (TYP.) 10'-0" Max. 2'-0" FLAT BOTTOM DITCH (TYP.) (ILLUMINATING COMPANY) 10'-0" 3'-0" '-0" MAX (TYP.) MAX TYP.) R/W R/W (ILLUMINATING COMPANY) # VEGETATED BIOFILTER EX. 4" GA (DEO) '-0" (DEO) TA TO TA , W=4'-0" TA TO TA , W=5'-0" 8 2'-0" 6" 4".08 6" 4" (DEO).04 30'-0" A '-0" 30'-0" 8'-0" 12'-0" 12'-0" 8'-0" 8'-0" '-0" '-0" EXITING ECTION TO TA = 5, FT R/W AND CONTRUCTION.R. 87 (KINMAN ROAD) AW EXITING PAVEMENT (TYP.) 30'-0" P.G..016 NORMAL ECTION P.G. NORMAL ECTION 10'-0" TA TO TA = FT. TA TO TA = 4,0.00 FT 6 C D 12'-0" '-0" " 4".08 R/W AND CONTRUCTION.R. 87 (KINMAN ROAD) TA TO TA = FT 6" 4".08 2'-0" 2'-0" R/W R/W '-0" (ILLUMINATING COMPANY) MAX. 2'-0" FLAT ## BOTTOM DITCH ## VEGETATED BIOFILTER WIDTH 4'-0" TA TO TA TA TO TA TA TO TA TA TO TA '-0" VARIE VARIE TEMP TEMP (ILLUMINATING COMPANY) TEMP NOTE: ITEM " APHALT CONCRETE URFACE COURE, TYPE 1 (448), PG64-22 ITEM 441-1ƒ" APHALT CONCRETE INTERMEDIATE COURE, TYPE 2 (448), PG64-22 ITEM 301-6" APHALT CONCRETE BAE, PG64-22 ITEM 304-6" AGGREGATE BAE NOT UED ITEM 4 - UBGRADE COMPACTION ITEM EEDING AND MULCHING ITEM PAVEMENT PLANING, APHALT CONCRETE (T=1 1/2" MAX.) ITEM 2 - PAVEMENT REMOVED ITEM 5 - AGGREGATE DRAIN ITEM DITCH EROION PROTECTION ITEM EEDING AND EROION CONTROL WITH TURF REINFORCING MAT (DEO) - DOMINION EAT OHIO (IT) ITEM 7 - TACK COAT (.075 GAL/.Y.) TYPICAL ECTION ARE INTENDED TO OW THE GENERAL ROADWAY AND PAVEMENT FEATURE ONLY. FOR DETAIL EE THE PLAN AND PROFILE EET, INTERECTION DETAIL EET AND CRO ECTION EET. 2. THE EXITING PAVEMENT EDGE ALL BE AW TO LOCATE THE OUND PAVEMENT EDGE PER EC. 3.04(E) OF THE CM. FOR ETIMATING PURPOE, PAVEMENT CALCULATION INCLUDED IN THE PLAN INDICATE AN AVERAGE WIDTH OF 2 FEET OF EXITING PAVEMENT BEING REMOVED. AW EXITING PAVEMENT (TYP.) - TANDARD HIGHWAY EAEMENT - TEMPORARY EAEMENT - NORTHETERN IT LLC 2' 2' PAVEMENT REPAIR DETAIL A C D TYPIC A L ECTIO N (.R. 87) 4

5 ROUNDING THE ROUNDING AT LOPE BREAKPOINT OWN ON THE TYPICAL URVEYING PARAMETER PRIMARY PROJECT CONTROL MONUMENT GOVERN ALL AIRWAY/HIGHWAY CLEARANCE FOR AIRPORT AND HELIPORT THI PROJECT HA BEEN IDENTIFIED A BEING WITHIN THE ITEM 4 - UBGRADE COMPACTION AND PROOF ROLLING CONTRUCT THE UBGRADE A FOLLOW AND IN THE FOLLOWING MRC ECTION APPLIE TO ALL CRO-ECTION EVEN THOUGH POITIONING ON ODOT PROJECT. EE EET 3 OF THE INFLUENCE AREA OF A PUBLIC UE AIRPORT OR HELIPORT. EQUENCE: OTHERWIE OWN. PLAN FOR A TABLE CONTAINING PROJECT CONTROL NO TEMPORARY TRUCTURE OR CONTRUCTION EQUIPMENT INFORMATION. AT MAXIMUM OPERATING HEIGHT ALL EXCEED A HEIGHT OF 1. APE THE UBGRADE TO WITHIN 0.2 FEET OF THE PLAN UTILITIE FT. IF ANY TEMPORARY TRUCTURE OR CONTRUCTION UBGRADE ELEVATION. UE THE FOLLOWING PROJECT CONTROL, VERTICAL EQUIPMENT WILL EXCEED THI HEIGHT, FURTHER COORDINATION LITED BELOW ARE ALL UTILITIE LOCATED WITHIN THE POITIONING, AND HORIZONTAL POITIONING PARAMETER WITH THE FEDERAL AVIATION ADMINITRATION (FAA), AND 2. EXCAVATE AND REPLACE UNUITABLE UBGRADE BEFORE PROJECT CONTRUCTION LIMIT TOGETHER WITH THEIR FOR ALL URVEYING: ODOT OFFICE OF AVIATION, WILL BE NECEARY PRIOR TO PROOF ROLLING. THE EXCAVATION LIMIT ARE OWN REPECTIVE OWNER: ERECTING UCH TEMPORARY TRUCTURE OR OPERATING UCH AND LABELED ON THE CRO ECTION A UNUITABLE PROJECT CONTROL EQUIPMENT ON THE PROJECT. THE CONTRACTOR WILL BE UBGRADE. UNUITABLE UBGRADE INCLUDE UNUITABLE ORWELL NATURAL GA REQUIRED TO UBMIT FORM 74-1 TO THE FAA. NOTIFY THE OIL (A-4B, A-2-5, A-5, A-7-5, AND OIL WITH A 8470 TATION TREET POITIONING METHOD: ODOT VR ODOT OFFICE OF AVIATION WHEN UBMITTING AN FAA FORM LIQUID LIMIT GREATER THAN 65) AND ANY COAL, ALE, MENTOR, OHIO 4 MONUMENT TYPE: TYPE B OR ROCK WHICH NEED TO BE REMOVED ACCORDING TO CONTACT: TIM REILLY PHONE: (4) VERTICAL POITIONING NO TEMPORARY TRUCTURE OR CONTRUCTION EQUIPMENT ALL treilly@egas.net EXCEED THE PERMIIBLE HEIGHT, UNTIL A COPY OF THE IF THERE I UNUITABLE UBGRADE IN A ALLOW ORTHOMETRIC HEIGHT DATUM: NAVD 88 FAA APPROVAL AND ODOT OFFICE OF AVIATION PERMIT HA LOCATION, EXCAVATE AND REPLACE THE UNUITABLE COBRA PIPELINE COMPANY, LTD. GEOID: GEOID 12A BEEN FURNIED TO THE PROJECT ENGINEER. UBGRADE BEFORE CONTRUCTING THE ALLOW 3511 LOT NATION ROAD, UITE 213 AND APING THE UBGRADE. WILLOUGHBY, OHIO 494 HORIZONTAL POITIONING EXPRE PROCEING CENTER F:\Jobs\7\23733\roadway\sheets\23733GN001.dgn 5/15/17 12:08:41 PM dbender CONTACT: ELLIOT DULY PHONE: (4) eduly@cobrapipeline.com DOMINION EAT OHIO 3 PRINGIDE DRIVE, UITE 3 AKRON, OHIO CONTACT: BRYAN D. DAYTON PHONE: (330) relocation@dom.com NORTHEATERN IT, LLC OP ENGINEERING PREAD NETWORK LLC 800 WOODLAND PARKWAY, UITE 5 RIDGELAND, M CONTACT: JOHN P. BRUCE PHONE: (769) john.bruce@spreadnetworks.com ILLUMINATING COMPANY 6896 MILLER ROAD BRECKVILLE, OHIO CONTACT: RALPH DELLIGATTI PHONE: (4) rndelligatti@firstenergycorp.com GEAUGA COUNTY ENGINEER MERRITT ROAD CHARDON, OHIO 424 CONTACT: JOE CATELL, P.E., P.. PHONE: (4) gce@co.geauga.oh.us ALLTEL 245 NORTH MAIN TREET HUDON, OH CONTACT: RICK ANDREGO PHONE: (4) UTILITIE THE LOCATION OF THE UNDERGROUND UTILITIE OWN ON THE PLAN ARE A OBTAINED FROM THE OWNER A REQUIRED BY ECTION O.R.C. REFERENCE FRAME: NAD83 (11) ELLIPOID: GR 80 MAP PROJECTION: LAMBERT CONFORMAL CONIC COORDINATE YTEM: OHIO TAE PLANE-NORTH ZONE COMBINED CALE FACTOR: (GRID TO GROUND) ORIGIN OF COORDINATE YTEM: (0,0) UE THE POITIONING METHOD AND MONUMENT TYPE UED IN THE ORIGINAL URVEY TO RETORE ALL MONUMENT RELATED TO PRIMARY PROJECT CONTROL THAT ARE DAMAGED OR DETROYED BY CONTRUCTION ACTIVITIE. RETORE THE DAMAGED OR DETROYED MONUMENT IN ACCORDANCE WITH UPPLEMENTAL PECIFICATION 823. UNIT ARE IN U.. URVEY FEET. UE THE FOLLOWING CONVERION FACTOR: 1 METER = U.. URVEY FEET. WORK LIMIT THE WORK LIMIT OWN ON THEE PLAN ARE FOR PHYICAL CONTRUCTION ONLY. PROVIDE THE INTALLATION AND OPERATION OF ALL WORK ZONE TRAFFIC CONTROL AND WORK ZONE TRAFFIC CONTROL DEVICE REQUIRED BY THEE PLAN WHETHER INIDE OR OUTIDE THEE WORK LIMIT. CLEARING AND GRUBBING REMOVE ALL TREE AND TUMP PECIFICALLY MARKED FOR REMOVAL WITHIN THE CONTRUCTION LIMIT UNDER THE LUMP UM BID FOR ITEM 1, CLEARING AND GRUBBING. THE FOLLOWING I AN APPROXIMATE ETIMATE OF THE NUMBER OF TREE AND TUMP TO BE REMOVED. IZE NO. TREE NO. TUMP TOTAL 18" " " " MONUMENT AEMBLIE CONTRUCT MONUMENT AEMBLIE IN ACCORDANCE WITH THE DETAIL OWN ON THE TANDARD CONTRUCTION DRAWING AND AT THE LOCATION OWN ON EET NO.. THE FEDERAL AVIATION ADMINITRATION OUTHWET REGIONAL OFFICE AIR TRAFFIC AIRPACE BRANCH AW-5 21 MEACHAN BLVD. FORT WORTH, TX OHIO DEPARTMENT OF TRANPORTATION OFFICE OF AVIATION 2829 WET DUBLIN-GRANVILLE ROAD COLUMBU, OHIO CONTRUCTION NOIE ACTIVITIE AND LAND UE ADJACENT TO THI PROJECT MAY BE AFFECTED BY CONTRUCTION NOIE. IN ORDER TO MINIMIZE ANY ADVERE CONTRUCTION NOIE IMPACT, DO NOT OPERATE POWER-OPERATED CONTRUCTION-TYPE DEVICE BETWEEN THE HOUR OF 9:00 PM AND 7:00 AM. IN ADDITION, DO NOT OPERATE AT ANY TIME ANY DEVICE IN UCH A MANNER THAT THE NOIE CREATED UBTANTIALLY EXCEED THE NOIE CUTOMARILY AND NECEARILY ATTENDANT TO THE REAON- ABLE AND EFFICIENT PERFORMANCE OF UCH EQUIPMENT. ITEM 1 - DUMPED ROCK, TYPE, A PER PLAN/ ITEM 3 - GRANULAR MATERIAL, TYPE, A PER PLAN IN THE AREA BETWEEN TATION AND, DUMPED ROCK, TYPE / GRANULAR MATERIAL, TYPE, A OWN ON THE CRO-ECTION, MAY BE PLACED BY THE METHOD OF END DUMPING IF URFACE WATER I PREENT AT THE TIME OF CONTRUCTION. END DUMPING METHOD MAY BE UED UP TO AN ELEVATION 2 FEET ABOVE THE WATER LEVEL. ABOVE THI ELEVATION, EMBANKMENT CONTRUCTION METHOD WILL BE IN ACCORDANCE WITH 3.05 TO 3.07 INCLUIVE. DURING NORMAL CLEARING AND GRUBBING WHERE END DUMPING I PERMITTED, THE REQUIREMENT OF 1.04 FOR CALPING ALL BE WAIVED. TAGING AREA THERE ARE NO PECIFIC AREA GIVEN IN THE PLAN FOR THE CONTRACTOR TO UE A A TAGING AREA(). IF THE CONTRACTOR WANT TO UE AN AREA() FOR TAGING, REGARDLE IF IT FALL WITHIN THE PROJECT LIMIT OR NOT, THE CONTRACTOR I TO CONTACT JILL POWER AT AT DITRICT 12 IN ORDER TO APPLY FOR A PERMIT PER ECTION OF THE CM. IF A PERMIT I GRANTED, ALL CONDITION OF THE PERMIT ALL BE MET IN ADDITION TO THE REQUIREMENT OF OF THE CM, AT NO ADDITIONAL COT TO THE TATE. IF THE PROJECT ENGINEER DEEM THAT ALL THE CONDITION OF THE PERMIT WERE NOT MET, THEN 10% OF THE CONTRACT BID AMOUNT FOR MOBILIZATION ALL BE WITHHELD UNTIL ALL THE CONDITION OF THE PERMIT ARE ATIFIED. 3. COMPACT THE UBGRADE ACCORDING TO APPROXIMATE LIMIT FOR EXCAVATION OF UNTABLE UBGRADE ARE OWN AND LABELED ON THE CRO ECTION A UNTABLE UBGRADE. THE ENGINEER WILL IDENTIFY THE ACTUAL LIMIT OF EXCAVATION FOR UNTABLE UBGRADE BAED ON THE PROOF ROLLING REULT AND VIUAL OBERVATION. PROOF ROLL THE COMPACTED UBGRADE ACCORDING TO EXCAVATE UNTABLE UBGRADE A DIRECTED BY THE ENGINEER AND TABILIZE BY REPLACING WITH THE PECIFIED MATERIAL ACCORDING TO EXCAVA- TION WILL EXTEND 18 INCHE BEYOND THE EDGE OF THE URFACE OF THE PAVEMENT, PAVED OULDER, OR PAVED MEDIAN. 6. PROOF ROLL THE TABILIZED AREA ACCORDING TO 4.06 TO VERIFY TABILITY. 7. FINE GRADE THE UBGRADE TO THE PECIFIED GRADE. THE QUANTITIE FOR EXCAVATING THE UNUITABLE UBGRADE AND UNTABLE UBGRADE ARE BOTH PAID UNDER ITEM 4 EXCAVATION OF UBGRADE. ITEM 4 - PROOF ROLLING THE FOLLOWING QUANTITY I PROVIDED IN THE GENERAL UM- MARY TO ADDRE LOCATION REQUIRING PROOF ROLLING. EE PLAN EET NO. FOR ADDITIONAL INFORMATION. ITEM 4 - PROOF ROLLING HOUR. JOINT ADHEIVE FOR APHALT URFACE COURE LONGITUDINAL JOINT THE CONTRACTOR ALL APPLY HOT APPLIED APHALTIC JOINT ADHEIVE ON ALL COLD, LONGITUDINAL CONTRUCTION JOINT IN APHALT PAVEMENT A PER ODOT UPPLEMENTAL PECIFICATION 875. THE ADHEIVE ALL BE APPLIED AT A RATE OF 1.0 POUND PER 12 FEET OF JOINT FOR APHALT URFACE THICKNE OF 1 INCHE. A QUANTITY OF POUND OF ITEM 875 LONGITUDINAL JOINT ADHEIVE HA BEEN PROVIDED IN THE GENERAL UMMARY FOR THI ITEM. G ENERA L NO TE 5

6 ITEM 6 - ANCHOR AEMBLY, MG TYPE E THI ITEM ALL CONIT OF FURNIING AND INTALLING ANY PAVING UNDER GUARDRAIL (CONTINUED) METHOD B: PLANED URFACE THE DURATION OF TIME BETWEEN MILLING AND PLACEMENT OF THE URFACE COURE ALL BE NO LONGER THAN EVEN (7) DAY. FARM DRAIN ALL FARM DRAIN, WHICH ARE ENCOUNTERED DURING CON- MRC OF THE GUARDRAIL END TERMINAL FOR TYPE MG GUARDRAIL 1. PLACE ITEM 441 THE TIME LIMIT ALL BEGIN ON THE FIRT DAY OF PLANING, AND TRUCTION, ALL BE PROVIDED WITH UNOBTRUCTED A LITED ON ROADWAY ENGINEERING' WEB PAGE UNDER 2. BORE APHALT AT POT LOCATION (MAY BE OMITTED ALL CONTINUE BAED ON CALENDAR DAY, MINU ANY BAD OUTLET. EXITING COLLECTOR WHICH ARE LOCATED ROADIDE AFETY DEVICE FOR APPROVED GUARDRAIL END TREATMENT. INTALLATION ALL BE AT THE LOCATION IF TEEL POT ARE UED) 3. ET GUARDRAIL POT WEATHER DAY, UNTIL COMPLETION OF THE APHALT CONCRETE URFACE COURE. BELOW THE ROADWAY DITCH ELEVATION, AND WHICH CRO THE ROADWAY, ALL BE REPLACED WITHIN THE PECIFIED IN THE PLAN, IN ACCORDANCE WITH THE MANUFACTURER' PECIFICATION. THE FACE OF THE TYPE E IMPACT HEAD ALL BE COVERED 4. PATCH AROUND POT. THE MATERIAL UED FOR PATCHING ALL BE AN APHALT CONCRETE APPROVED BY THE ENGINEER. PATCHED AREA ALL BE COM- PACTED UING EITHER HAND OR MECHANICAL METHOD. IN THE EVENT THAT THE TIME BETWEEN EXPOING THE EXITING PAVEMENT AND PLACING THE APHALT URFACE COURE EXCEED EVEN (7) CALENDAR DAY, LIQUIDATED DAMAGE A PER OF THE CM ALL BE AEED. (CONTRUCTION) LIMIT BY ITEM 611 CONDUIT, TYPE B, ONE COMMERCIAL IZE LARGER THAN THE EXITING CONDUIT. WITH A EET OF TYPE G REFLECTIVE EETING, PER CM FINIED URFACE ALL BE MOOTH AND LOPED EXITING COLLECTOR AND IOLATED FARM DRAIN, WHICH TO DRAIN AWAY FROM THE POT. EEDING AND MULCHING ARE ENCOUNTERED ABOVE THE ELEVATION OF ROADWAY DITCHE, ALL BE OUTLETTED INTO THE ROADWAY DITCH BY REFER TO THE MANUFACTURER' INTRUCTION REGARDING THE INTALLATION OF, AND THE GRADING AROUND THE FOUNDATION TUBE AND GROUND TRUT. THE TOP OF ANY ALL EQUIPMENT, MATERIAL AND LABOR REQUIRED TO PERFORM THE WORK OUTLINED ABOVE, WITH THE EXCEPTION OF ETTING GUARDRAIL POT, ALL BE INCLUDED FOR PAYMENT UNDER THE FOLLOWING QUANTITIE ARE PROVIDED TO PROMOTE GROWTH AND CARE OF PERMANENT EEDED AREA: 611 TYPE F CONDUIT. THE OPTIMUM OUTLET ELEVATION ALL BE ONE FOOT ABOVE THE FLOWLINE ELEVATION OF THE DITCH. LATERAL FIELD TILE WHICH CRO THE ROADWAY ALL BE FOUNDATION TUBE OULD BE LE THAN 4 INCHE ABOVE ITEM 441, APHALT CONCRETE, INTERMEDIATE COURE, TYPE 659, OIL ANALYI TET EACH INTERCEPTED BY 611, TYPE E CONDUIT, AND CARRIED IN A THE GROUND. THE PLACEMENT OF THE FOUNDATION TUBE OULD BE AN APPROPRIATE DEPTH BELOW THE LEVEL LINE 1, (448), UNDER GUARDRAIL, A PER PLAN. 659, TOPOIL CU. YD. LONGITUDINAL DIRECTION TO AN ADEQUATE OUTLET OR ROADWAY CROING. IN ORDER TO MAINTAIN THE FINIED GUARDRAIL HEIGHT OF 659, EEDING AND MULCHING Q. YD. F:\Jobs\7\23733\roadway\sheets\23733GN001.dgn 5/15/17 12:08:42 PM dbender 31 INCHE FROM THE EDGE OF THE OULDER. ON-ITE GRADING I REQUIRED IF THE TOP OF THE FOUNDATION TUBE OR TOP OF THE GROUND TRUT DOE PROJECT MORE THAN 4 INCHE ABOVE THE GROUND LINE. PAYMENT FOR THE ABOVE WORK ALL BE MADE AT THE UNIT PRICE BID FOR ITEM 6, ANCHOR AEMBLY, MG TYPE E, EACH, AND ALL INCLUDE ALL LABOR, TOOL, EQUIPMENT AND MATERIAL NECEARY TO CONTRUCT A COMPLETE AND FUNCTIONAL ANCHOR AEMBLY YTEM, INCLUDING ALL RELATED TRANITION, REFLECTIVE EETING, HARDWARE, GRADING, EMBANKMENT AND EXCAVATION NOT EPARATELY PECIFIED, A REQUIRED BY THE MANUFACTURER. PAVING UNDER GUARDRAIL THI OPERATION ALL INCLUDE PREPARATION OF THE GRADED OULDER UING 9, LINEAR GRADING A PER PLAN, AND PAVING UNDER THE GUARDRAIL UING 441 APHALT CONCRETE INTERMEDIATE COURE, TYPE 1, (448), UNDER GUARDRAIL, A PER PLAN. ITEM 9, LINEAR GRADING A PER PLAN, ALL CONIT OF EXCAVATING TOPOIL, AND PLACING GRANULAR MATERIAL. ALL COLLECTED DEBRI AND TOPOIL, INCLUDING RHIZOME, ROOT AND OTHER VEGETATIVE PLANT MATERIAL ALL BE REMOVED AND DIPOED OF A PECIFIED IN THE REMOVED MATERIAL ALL BE REPLACED WITH COMPACTABLE GRANULAR MATERIAL CONFORMING TO PLACED TO GRADE A DETAILED ON THE TYPICAL ECTION OR A APPROVED BY THE ENGINEER. ALL EQUIPMENT, MATERIAL AND LABOR REQUIRED TO PERFORM THE WORK OUTLINED ABOVE ALL BE INCLUDED FOR PAYMENT UNDER ITEM 9, LINEAR GRADING, A PER PLAN. PAVING UNDER GUARDRAIL ALL CONIT OF PLACING ITEM 441 TO THE DEPTH PECIFIED UING ONE OF THE FOLLOWING METHOD: METHOD A: 1. ET GUARDRAIL POT 2. PLACE ITEM 441 ITEM PECIAL - MAILBOX UPPORT THI WORK ALL CONIT OF FURNIING AND ERECTING MAILBOX UPPORT AND ANY AOCIATED MOUNTING HARD- WARE IN ACCORDANCE WITH PLAN DETAIL, AND ATTACHING AN OWNER-UPPLIED MAILBOX AT LOCATION PECIFIED IN THE PLAN, OR OTHERWIE ETABLIED BY THE ENGINEER. WOOD POT ALL BE NOMINAL 4 INCHE BY 4 INCHE QUARE OR 4.5 INCHE DIAMETER ROUND, AND CONFORM TO TEEL POT ALL BE NOMINAL PIPE IZE 2 INCHE I.D., AND CONFORM TO AATO M 181. ALL HARDWARE INCLUDING BUT NOT LIMITED TO PLATE, CREW, BOLT, AND ETC. ALL BE COMMERCIAL-GRADE GALVANIZED TEEL. POT ALL BE ET PER THE FIRT PARAGRAPH OF 6.03, AND ALL IN NO INTANCE BE ENCAED IN CONCRETE. UPPORT HARDWARE ALL ACCOMMODATE EITHER A INGLE OR A DOUBLE MAILBOX INTALLATION, AND NO MORE THAN TWO BOXE MAY BE MOUNTED ON A INGLE POT. THE MAILBOX ALL BE ECURELY AND NEATLY ATTACHED BY THE CONTRACTOR TO THE NEW UPPORT. THE CONTRACTOR ALL FURNI ALL NECEARY ATTACHMENT HARDWARE (NUT, BOLT, PLATE, PACER, AND WAER) A NECEARY TO ACCOMMODATE THE COMPLETE INTALLATION. IN THE ABENCE OF A NEW BOX UPPLIED BY THE OWNER, THE CONTRACTOR ALL ALVAGE THE EXITING BOX AND PLACE IT ON THE NEW UPPORT. DUE CARE ALL BE EXERCIED IN UCH AN OPERATION, AND THE CONTRACTOR ALL BE RE- PONIBLE FOR REPAIRING OR REPLACING ANY BOX DAMAGED BY IMPROPER HANDLING ON HI PART, A JUDGED AND DIRECTED BY THE ENGINEER. THE CONTRACTOR ALL BE REPONIBLE FOR COORDINATING WITH THE LOCAL POT MATER REGARDING THE TIMING OF THE MOVEMENT OF ANY MAILBOX TO A NEW LOCATION. PAYMENT UNDER THI ITEM ALL BE LIMITED TO FINAL PER- MANENT INTALLATION. TEMPORARY INTALLATION ALL BE IN ACCORDANCE WITH HOWEVER, THE AME MATERIAL AND IZE LIMITATION A FOR PERMANENT INTALLATION ALL APPLY. MAILBOX UPPORT, COMPLETE IN PLACE, WILL BE PAID FOR AT THE CONTRACT UNIT PRICE PER EACH, FOR ITEM PECIAL MAILBOX UPPORT YTEM, (INGLE) (DOUBLE). 659, REPAIR EEDING AND MULCHING Q. YD 659, INTER-EEDING Q. YD. 659, COMMERCIAL FERTILIZER TON 659, LIME ACRE 659, WATER M. GAL. 659, MOWING M. Q. FT. EEDING AND MULCHING ALL BE APPLIED TO ALL AREA OF EXPOED OIL BETWEEN THE RIGHT-OF-WAY LINE, AND WITHIN THE CONTRUCTION LIMIT FOR AREA OUTIDE THE RIGHT-OF- WAY LINE COVERED BY WORK AGREEMENT OR LOPE EAEMENT. QUANTITY CALCULATION FOR EEDING AND MULCHING ARE BAED ON THEE LIMIT. POT CONTRUCTION TORM WATER TREATMENT THI PLAN UTILIZE TRUCTURAL BET MANAGEMENT PRACTICE (BMP') FOR POT CONTRUCTION TORM WATER TREATMENT. REVIEW OF DRAINAGE FACILITIE BEFORE ANY WORK I TARTED ON THE PROJECT AND AGAIN BEFORE FINAL ACCEPTANCE BY THE TATE, REPREENTATIVE OF THE TATE AND THE CONTRACTOR, ALONG WITH LOCAL REPREENTATIVE, ALL MAKE AN INPECTION OF ALL EXITING EWER WHICH ARE TO REMAIN IN ERVICE AND WHICH MAY BE AFFECTED BY THE WORK. THE CONDITION OF THE EXITING CONDUIT AND THEIR APPURTENANCE ALL BE DETERMINED FROM FIELD OBERVATION. RECORD OF THE INPECTION ALL BE KEPT IN WRITING BY THE TATE. ALL NEW CONDUIT, INLET, CATCH BAIN, AND MANHOLE CONTRUCTED A A PART OF THE PROJECT ALL BE FREE OF ALL FOREIGN MATTER AND IN A CLEAN CONDITION BEFORE THE PROJECT WILL BE ACCEPTED BY THE TATE. ALL EXITING EWER INPECTED INITIALLY BY THE ABOVE MENTIONED PARTIE ALL BE MAINTAINED AND LEFT IN A CONDITION REAONABLY COMPARABLE TO THAT DETERMINED BY THE ORIGINAL INPECTION. ANY CHANGE IN THE CONDITION REULTING FROM THE CONTRACTOR' OPERATION ALL BE CORRECTED BY THE CONTRACTOR TO THE ATIFACTION OF THE ENGINEER. PAYMENT FOR ALL OPERATION DECRIBED ABOVE ALL BE INCLUDED IN THE CONTRACT PRICE FOR THE PERTINENT 611 CONDUIT ITEM. THE LOCATION, TYPE, IZE AND GRADE OF REPLACEMENT ALL BE DETERMINED BY THE ENGINEER AND PAYMENT ALL BE MADE ON FINAL MEAUREMENT. EROION CONTROL PAD AND ANIMAL GUARD ALL BE PROVIDED AT THE OUTLET END OF ALL FARM DRAIN A PER TANDARD CONTRUCTION DRAWING DM-1.1, EXCEPT WHEN THEY OUTLET INTO A DRAINAGE TRUCTURE. PAYMENT FOR THE EROION CONTROL PAD AND ANIMAL GUARD AND ANY NECEARY BEND OR BRANCHE ALL BE INCLUDED FOR PAYMENT IN THE PERTINENT CONDUIT ITEM. THE FOLLOWING ETIMATED QUANTITIE HAVE BEEN INCLUDED IN THE GENERAL UMMARY FOR THE WORK NOTED ABOVE: 611 " CONDUIT, TYPE B FT. 611 " CONDUIT, TYPE E FT. 611 " CONDUIT, TYPE F FT. 1 ROCK CHANNEL PROTECTION TYPE C WITH FILTER CU. YD. ITEM 5 - AGGREGATE DRAIN AGGREGATE DRAIN ALL BE PLACED AT FOOT INTERVAL ON EACH IDE OF NORMAL CROWNED ECTION, TAGGERED O THAT EACH DRAIN I 25 FEET FROM THE ADJACENT DRAIN ON THE OPPOITE IDE, AND AT 25 FOOT INTERVAL ON THE LOW IDE ONLY OF UPER-ELEVATED ECTION. AN AGGREGATE DRAIN ALL BE PLACED AT THE LOW POINT OF EACH AG VERTICAL CURVE. ITEM 511 WING-WALL OR HEAD-WALL FOR 611 ITEM FOR ITEM , , AND WITH A CAT-IN-PLACE WING-WALL OR HEAD-WALL A PRECAT ALTERNATIVE MAY BE FURNIED PER THE PRECAT ALTERNATIVE WILL MEET THE CAT-IN-PLACE TRUCTURAL DEIGN LOADING, DEIGN HEIGHT, AND DEIGN LENGTH DIMENION. FULL COMPENATION FOR THE PRECAT WING-WALL OR HEAD- WALL I THE NUMBER OF CUBIC YARD OF ITEM 511, AND POUND OF ITEM 9 FOR THE CORREPONDING CAT-IN-PLACE TRUCTURE. G ENERA L NO TE 6

7 1. THI PROJECT I LOCATED WITHIN THE KNOWN HABITAT MRC RANGE OF THE FEDERALLY LITED AND PROTECTED INDIANA BAT AND NORTHERN LONG-EARED BAT. NO TREE ALL BE REMOVED UNDER THI PROJECT FROM APRIL 1 THROUGH EPTEMBER 30. ALL NECEARY TREE REMOVAL ALL OCCUR FROM OCTOBER 1 THROUGH MARCH 31. THI REQUIREMENT I NECEARY TO AVOID AND MINIMIZE IMPACT TO THEE PECIE A REQUIRED BY THE ENDANGERED PECIE ACT. FOR THE PURPOE OF THI NOTE, A TREE I DEFINED A A LIVE, DYING, OR DEAD WOODY PLANT WITH A TRUCK THREE INCHE OR GREATER IN DIAMETER AT A HEIGHT OF 4.5 FEET ABOVE THE GROUND URFACE, AND WITH A MINIMUM HEIGHT OF 13 FEET. 2. ANY CHANGE MADE TO THE WORK AREA ALL BE DONE O WITH THE INTENT TO MINIMIZE THE NUMBER OF TREE BEING REMOVED ON THE PROJECT. F:\Jobs\7\23733\roadway\sheets\23733GN001.dgn 5/15/17 12:08:42 PM dbender 3. ALL TREE MARKED FOR REMOVAL ON THE PROJECT PLAN ARE MARKED WITH AN X YMBOL. TREE AND RUB TO REMAIN WITHIN THE WORK AREA AREA DEIGNATED "AVE". 4. FOR PUBLIC NOTIFICATION BY ODOT DITRICT 12 PUBLIC INFORMATION OFFICER, THE CONTRACTOR WILL ADVIE THE DITRICT OFFICE OF COMMUNICATION AND THE DITRICT WORK ZONE TRAFFIC MANAGER OF THE ANTICIPATED TART DATE OF ANY CONTRUCTION ACTIVITIE AT LEAT 14 DAY IN ADVANCE, INCLUDING BUT NOT LIMITED TO THE PLACING OF WORK ZONE IGN. THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR WILL NOTIFY THE PROJECT ENGINEER AND THE OTHER LITED IN THI ECTION IN WRITING OF ALL TRAFFIC RETRICTION AND UPCOMING MAINTENANCE OF TRAFFIC CHANGE. INFORMATION WILL INCLUDE ALL CONTRUCTION ACTIVITIE THAT IMPACT OR INTERFERE WITH TRAFFIC AND WILL LIT THE PECIFIC LOCATION, TYPE OF WORK, ROAD TATU, DATE AND TIME OF RETRICTION, DURATION OF RETRICTION, NUMBER OF LANE MAINTAINED, DETOUR ROUTE IF APPLIC- ABLE, AND ANY OTHER INFORMATION REQUETED BY THE PROJECT ENGINEER AND THE DITRICT 12 COMMUNICATION OFFICE. G ENERA L NO TE 7

8 ITEM 614, MAINTAINING TRAFFIC THE GEA PROJECT I A 1-YEAR PROJECT. A UGGETED EQUENCE OF CONTRUCTION (CONTINUED) PREPHAE: ITEM REPLACEMENT IGN FLATEET IGN FURNIED BY THE CONTRACTOR IN ACCOR- DUT CONTROL THE CONTRACTOR ALL FURNI AND APPLY WATER FOR DUT MRC MINIMUM OF TWO 10 FOOT LANE OF TRAFFIC WILL BE 4. CONTRUCT THE PROPOED CULVERT AT TA DANCE WITH THE REQUIREMENT OF THE PLAN, PECIFICA- CONTROL A DIRECTED BY THE ENGINEER. THE FOLLOWING MAINTAINED WITHIN THE PROJECT LIMIT FOR LOCAL MAINTAIN A INGLE 8 FOOT LANE FOR AMI BUGGY TION AND PROPOAL WHICH BECOME DAMAGED BY TRAFFIC ETIMATED QUANTITIE HAVE BEEN INCLUDED FOR DUT TRAFFIC ONLY WITH THE EXCEPTION OF AMI THROUGH THROUGH TRAFFIC. FOR REAON BEYOND THE CONTROL OF THE CONTRACTOR CONTROL PURPOE: TRAFFIC. INGLE LANE CLOURE WILL BE MAINTAINED WITH 5. REVIE THE MEAGE ON THE PCM TO READ ".R. 87 ALL BE REPLACED IN KIND WHEN ORDERED BY THE ENGINEER. FLAGGER FOR THE INTALLATION OF THE PROPOED CLOED TO LOCAL TRAFFIC AND AMI BUGGY THROUGH REPLACEMENT IGN ALL BE NEW. OTHER MATERIAL MAY ITEM 616, WATER M. GAL CULVERT AT TA AND TA DUE TO TRAFFIC "ONLY" BETWEEN BUNDYBURG ROAD AND HAYE BE IN UED, BUT GOOD, CONDITION UBJECT TO APPROVAL IT CLOE PROXIMITY TO THE INTERECTION OF.R. 87 ROAD UPON COMPLETION OF THE CULVERT AT TA BY THE ENGINEER. WORK ZONE MARKING AND IGN F:\Jobs\7\23733\m ot\sheets\23733mn001.dgn 5/15/17 12:08:42 PM dbender AND BUNDYBURG ROAD A INGLE LANE CLOURE WILL BE MAINTAINED FOR AMI BUGGY THROUGH TRAFFIC "ONLY" WITH THE UE OF TOP IGN FOR THE INTALLATION OF THE PROPOED BOX CULVERT AT TA FOR TEMPORARY CLOURE OF ONE LANE OF TRAFFIC THE CONTRACTOR ALL REFER TO CD MT LOCAL ACCE FOR ABUTTING PROPERTIE AND ADJACENT TREET ALL BE MAINTAINED AT ALL TIME THROUGH THE UE OF PARTIAL WIDTH CONTRUCTION. THE CONTRACTOR ALL DIVERT TRAFFIC FROM NORMAL CHANNEL BY PLATIC DRUM, AND PAVEMENT MARKING, A OWN ON EET NO. 14 THRU 17. THE CONTRACTOR ALL FURNI AND MAINTAIN ALL NECEARY AFEGUARD, UCH A DRUM, CONE, BARRICADE, LIGHTING, FLAGGER, 4 FOOT HIGH ORANGE PLATIC AFTEY FENCE AND UCH OTHER TRAFFIC CONTROL DEVICE A PROVIDED IN ITEM MAINTAINING TRAFFIC, O A TO AVOID DAMAGE AND/OR INJURY TO VEHICLE AND PERON UING THE ROADWAY DURING THE CONTRUCTION. EXITING TRAFFIC CONTROL DEVICE LOCATED WITHIN THE WORK AREA, WHICH ARE REQUIRED FOR INTERIM OR PERMANENT TRAFFIC CONTROL, ALL BE RELOCATED TO POINT APPROVED BY THE ENGINEER. APPROPRIATE TRAFFIC CONTROL DEVICE ALL BE MAINTAINED, IN COMPLIANCE WITH THE MANUAL AT ALL TIME WHILE TRAFFIC I MAINTAINED. THE COT OF RELOCATION, IF REQUIRED, ALL BE INCLUDED IN THE LUMP UM BID FOR ITEM MAINTAINING TRAFFIC. DETOUR I PROVIDED FOR MOTORIZED VEHICLE THROUGH TRAFFIC. ALL WORK AND TRAFFIC CONTROL DEVICE ALL BE IN ACCORDANCE WITH C&M 614 AND OTHER APPLICABLE PORTION OF THE PECIFICATION, A WELL A THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE. PAYMENT FOR ALL LABOR, EQUIPMENT AND MATERIAL ALL BE INCLUDED IN THE LUMP UM CONTRACT PRICE FOR ITEM 614, MAINTAINING TRAFFIC, UNLE EPARATELY ITEMIZED IN THE PLAN. UGGETED EQUENCE OF CONTRUCTION PREPHAE: 1. INTALL PCM ALONG.R.87 EATBOUND APPROACH TO.R PCM TO BE INTALLED 14 CALENDAR DAY PRIOR TO THE ACTUAL CLOURE OF THE ROADWAY. ".R. 87 CLOED TO LOCAL TRAFFIC ONLY BETWEEN HAYE ROAD AND BUNDYBURG ROAD". 2. INTALL PCM ALONG.R. 87 WETBOUND APPROACH TO.R PCM TO BE INTALLED 14 CALENDAR DAY PRIOR TO THE ACTUAL CLOURE OF THE ROADWAY. ".R. 87 OPEN TO BUGGY TRAFFIC ONLY" CLOURE I LOCATED AT THE WET IDE OF.R. 87 AND BUNDYBURG ROAD INTERECTION. 3. INTALL DETOUR IGN A OWN ON EET ONCE TRAFFIC I OPEN TO LOCAL TRAFFIC AND AMI BUGGY THROUGH TRAFFIC, CONTRUCT PROPOED CULVERT AT TA AND WITH THE UE OF FLAGGER. 7. CONTRACTOR ALL INTALL A MINIMUM WIDTH OF 4 FEET OF TEMPORARY PAVEMENT BETWEEN TA AND TA. 164+, LEFT AND A MAXIUMUM WIDTH OF 18 FEET OF TEMPORARY PAVEMENT BETWEEN TA AND TA , LEFT TO BE UTILIZED IN PHAE 1. TEMPORARY DITCHE AND DRIVE PIPE ALL ALO BE INTALLED. PHAE 1: 1. DIVERT LOCAL TRAFFIC AND AMI BUGGY THROUGH TRAFFIC TO THE LEFT ONTO THE NEWLY CONTRUCTED TEMPORARY PAVEMENT AND EXITING PAVEMENT A OWN ON EET CONTRACTOR ALL BEGIN EXCAVATION AND CONTRUC- TION OF PROPOED PAVEMENT BETWEEN TA AND TA. 119+, RIGHT AND TEMPORARY PAVEMENT BETWEEN TA AND TA , RIGHT. 3. CONTRACTOR ALL BEGIN CONTRUCTION OF PROPOED OULDER WIDENING, AGGREGATE DRAIN, DITCHE, DRIVE PIPE AND DRIVE BETWEEN TA AND TA. 164+, RIGHT. 4. CONTRACTOR ALL ALO INTALL TEMPORARY DITCHE, AND DRIVE PIPE BETWEEN TA AND TA , RIGHT. PHAE 1A: 1. CONTRACTOR ALL BEGIN CONTRUCTION OF PROPOED PAVEMENT AND TEMPORARY PAVEMENT BETWEEN TA AND TA. 115+, RIGHT TO BE UTILIZED IN PHAE 2. EE EET 14 FOR MOT PLAN. ONE LANE OF TRAFFIC ALL BE MAINTAINED WITH THE UE OF FLAGGER AT THE HAYE ROAD INTERECTION WITH.R. 87. ALL EXCAVATION NEED TO BE BROUGHT TO GRADE WITH ITEM 410 OR OTHER METHOD APPROVED BY THE ENGINEER BY THE END OF THE WORK DAY. PHAE 2: 1. DIVERT LOCAL TRAFFIC AND AMI BUGGY THROUGH TRAFFIC TO THE RIGHT ONTO THE NEWLY CONTRUCTED PAVEMENT AND TEMPORARY PAVEMENT UPON IT COMPLETION. 2. REMOVE TEMPORARY PAVEMENT AND BEGIN EXCAVATION AND CONTRUCTION OF PROPOED PAVEMENT, AGGREGATE DRAIN, DRIVE PIPE AND DRIVE BETWEEN TA AND TA. 164+, LEFT. EE EET FOR MOT PLAN PHAE 3: 1. MAINTAIN ONE LANE OF TRAFFIC WITH FLAGGER AND DRUM. 2. PLANE OFF 1-1/2" OF APHALT OFF OF THE EXITING PAVEMENT. 3. PLACE TACK COAT AND URFACE COURE. 4. APPLY JOINT ADHEIVE FOR APHALT URFACE COURE LONGITUDINAL COLD JOINT. PAYMENT FOR THE NEW IGN ALL BE MADE AT THE CON- TRACT PRICE PER EACH FOR ITEM 614, REPLACEMENT IGN, AND ALL INCLUDE THE COT OF REMOVING AND DIPOING OF DAMAGED IGN, HARDWARE AND UPPORT, AND PROVIDING THE NECEARY REPLACEMENT HARDWARE, UPPORT, ETC. AN ETIMATED QUANTITY OF 10 EACH HA BEEN PROVIDED IN THE GENERAL UMMARY. ITEM 614, MAINTAINING TRAFFIC (NOTICE OF CLOURE IGN) NOTICE OF CLOURE IGN (W-H13),ALL BE ERECTED BY THE CONTRACTOR PRIOR TO THE CHEDULED ROAD CLOURE IN ACCORDANCE WITH THE NOTICE OF CLOURE TIME TABLE BELOW. THE IGN ALL BE ERECTED ON THE RIGHT-HAND IDE OF THE ROAD. THEY ALL BE PLACED O A NOT TO INTERFERE WITH THE VIIBILITY OF ANY OTHER TRAFFIC CONTROL IGN. ON ROADWAY, THEY OULD BE ERECTED AT OR NEAR THE POINT OF CLOURE. NOTICE OF CLOURE IGN TIME TABLE ITEM DURATION OF CLOURE IGN ITEM DIPLAYED TO PRIOR TO CLOURE PUBLIC ROAD 14 CALENDAR DAY > = 2 WEEK PRIOR TO CLOURE ROAD > 12 HOUR & 7 CALENDAR DAY CLOURE < 2 WEEK PRIOR TO CLOURE 2 BUINE DAY < 12 HOUR PRIOR TO CLOURE ITEM 614, MAINTAINING TRAFFIC (LANE CLOURE/REDUCTION REQUIRED) LENGTH AND DURATION OF LANE CLOURE AND RETRICTION ALL BE AT THE APPROVAL OF THE ENGINEER. IT I THE INTENT TO MINIMIZE THE IMPACT TO THE TRAVELING PUBLIC. LANE CLOURE OR RETRICTION OVER EGMENT OF THE PROJECT IN WHICH NO WORK I ANTICIPATED WITHIN A REAONABLE TIME FRAME, A DETERMINED BY THE ENGINEER, ALL NOT BE PERMITTED. THE LEVEL OF UTILIZATION OF MAINTENANCE OF TRAFFIC DEVICE ALL BE COMMENURATE WITH THE WORK IN PROGRE. THE FOLLOWING ETIMATED QUANTITIE HAVE BEEN CARRIED TO THE GENERAL UMMARY FOR UE AT LOCATION IDENTIFIED BY THE ENGINEER FOR WORK ZONE PAVEMENT MARKING AND IGN PER THE REQUIREMENT OF CM AND TRENCH FOR WIDENING TRENCH EXCAVATION FOR BAE WIDENING ALL BE ONLY ON ONE IDE OF THE PAVEMENT AT A TIME. THE OPEN TRENCH ALL BE ADEQUATELY MAINTAINED AND PROTECTED WITH DRUM OR BARRICADE AT ALL TIME. PLACEMENT OF PROPOED UBBAE AND BAE MATERIAL ALL FOLLOW A CLOELY A POIBLE BEHIND EXCAVATION OPERATION. THE LENGTH OF WIDENING TRENCH WHICH I OPEN AT ANY ONE TIME ALL BE HELD TO A MINIMUM AND ALL AT ALL TIME BE UBJECT TO APPROVAL OF THE ENGINEER. OVERNIGHT TRENCH CLOING THE BAE WIDENING ALL BE COMPLETED TO A DEPTH OF NO MORE THAN INCHE BELOW THE EXITING PAVEMENT BY THE END OF EACH WORK DAY. NO TRENCH ALL BE LEFT OPEN OVERNIGHT EXCEPT FOR A ORT LENGTH (25 FEET OR LE) OF A WORK ECTION AT THE END OF THE TRENCH. IN CAE WORK MUT BE UPENDED BECAUE OF INCLEMENT WEATHER OR OTHER REAON, THE TRENCH FOR THE UNCOMPLETED BAE WIDENING ALL BE BACKED AT THE DIRECTION OF THE ENGINEER. PLACEMENT OF APHALT CONCRETE TWO-WAY TRAFFIC ALL BE MAINTAINED AT ALL TIME EXCEPT THAT ONE-WAY TRAFFIC WILL BE PERMITTED FOR MINIMUM PERIOD OF TIME CONITENT WITH THE REQUIREMENT OF THE PECIFICATION FOR PROTECTION OF COMPLETED APHALT CONCRETE COURE. ITEM 614, MAINTAINING TRAFFIC (ETIMATED QUANTITIE) THE FOLLOWING ETIMATED QUANTITIE HAVE BEEN INCLUDED IN THE GENERAL UMMARY FOR UE A DETERMINED BY THE ENGINEER FOR THE MAINTENANCE OF TRAFFIC. ITEM 410, TRAFFIC COMPACTED URFACE, TYPE A OR B CU. YD. ITEM 410, TRAFFIC COMPACTED URFACE, TYPE C CU. YD. ITEM 614, APHALT CONCRETE FOR MAINTAINING TRAFFIC CU. YD. ITEM 616, WATER M. GAL. M AINTENA NCE O F TRA FFIC G ENERA L NO TE 8

9 EARTHWORK FOR MAINTAINING TRAFFIC THE FOLLOWING QUANTITIE HAVE BEEN INCLUDED IN THE PLAN ITEM 614, MAINTAINING TRAFFIC (ROAD CLOED IGN) THE CONTRACTOR ALL PROVIDE, ERECT AND MAINTAIN ITEM 614, WORK ZONE IMPACT ATTENUATOR FOR 24" WIDE HAZARD (UNIDIRECTIONAL OR BIDIRECTIONAL) DELINEATION OF PORTABLE AND PERMANENT BARRIER BARRIER REFLECTOR AND OBJECT MARKER ALL BE MRC FOR INFORMATION ONLY: TANDARD 48 X 30 INCH ROAD CLOED IGN, IGN THI ITEM ALL CONIT OF FURNIING AND INTALLING A INTALLED ON ALL PORTABLE BARRIER (PB) UED FOR UPPORT, BARRICADE AND LIGHT, A DETAILED IN NON-GATING IMPACT ATTENUATOR. FURNI AN IMPACT TRAFFIC CONTROL AND ON PERMANENT CONCRETE EXCAVATION FOR MAINTAINING TRAFFIC CU. YD. CD MT-101. AT THE FOLLOWING LOCATION DURING ATTENUATOR FROM THE OFFICE OF ROADWAY ENGINEERING' BARRIER (INCLUDING BRIDGE PARAPET) LOCATED WITHIN EMBANKMENT FOR MAINTAINING TRAFFIC CU. YD. PERIOD IN WHICH THE AFFECTED ROAD ARE CLOED TO APPROVED LIT FOR WORK ZONE IMPACT ATTENUATOR, FROM 5 FEET OF THE EDGE OF THE ADJACENT TRAVEL LANE. TRAFFIC. THE ROADWAY TANDARD WEB PAGE FOR ROADWAY TANDARD ITEM 644, REMOVAL OF PAVEMENT MARKING HAYE ROAD, EAT APPROACH AT INTERECTION. APPROVED PRODUCT. BARRIER REFLECTOR ALL CONFORM TO C&M 626, EXCEPT THAT THE PACING ALL BE A PER TRAFFIC F:\Jobs\7\23733\m ot\sheets\23733mn001.dgn 5/15/17 12:08:43 PM dbender THI ITEM ALL BE UED TO REMOVE EXITING PERMANENT PAVEMENT MARKING WHICH ARE IN CONFLICT WITH THE TEMPORARY MARKING A OWN ON THE TRAFFIC MAINTENANCE DETAIL. PAYMENT ALL BE BAED UPON THE ACTUAL LENGTH REMOVED. GAP ALL NOT BE INCLUDED IN THE MEAURED LENGTH. THE FOLLOWING ETIMATED QUANTITY HA BEEN INCLUDED IN THE GENERAL UMMARY TO BE UED A OUTLINED ABOVE, AND A DIRECTED BY THE ENGINEER: ITEM 644 REMOVAL OF PAVEMENT MARKING,000 FT ITEM 614, MAINTAINING TRAFFIC (IGN AND BARRICADE) THE CONTRACTOR ALL PROVIDE, ERECT AND MAINTAIN IGN AND IGN UPPORT, A DETAILED IN THE OHIO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE, AND TYPE III BARRICADE OF THE TYPE AND LOCATION A FOLLOW: (LIT THE TYPE AND LOCATION.) ROAD CLOED LOCAL TRAFFIC ONLY R ROAD CLOED BUGGY TRAFFIC ONLY R PECIAL ITEM 614, MAINTAINING TRAFFIC (TIME LIMITATION ON A DETOUR) A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION ALL BE MAINTAINED AT ALL TIME, EXCEPT FOR A PERIOD NOT TO EXCEED 45 CONEIVE CALENDAR DAY FOR THE INTALLATION OF THE PROPOED CULVERT AT TA , WHEN THROUGH LOCAL (NOT INCLUDING 1-WAY AMI BUGGY TRAFFIC) TRAFFIC MAY BE DETOURED A OWN ON EET 18. A DIINCENTIVE ALL BE AEED IN THE AMOUNT OF $ 20 FOR EACH CALENDAR DAY THE ROADWAY REMAIN CLOED TO TRAFFIC BEYOND THE PECIFIED LIMIT. BUNDYBURG ROAD, WET APPROACH AT INTERECTION. INTALLATION ALL BE AT THE LOCATION PECIFIED IN THE PLAN IN ACCORDANCE WITH THE MANUFACTURER' PAYMENT FOR ALL LABOR, EQUIPMENT AND MATERIAL PECIFICATION. ALL BE INCLUDED WITH THE LUMP UM CONTRACT PRICE FOR ITEM 614, MAINTAINING TRAFFIC. THE CONTRACTOR ALL REPAIR OR REPLACE A DAMAGED UNIT WITHIN 24 HOUR OF A DAMAGING IMPACT. THE FOLLOWING QUANTITY HA BEEN PROVIDED FOR INFORMATION ONLY: WHEN BIDIRECTIONAL DEIGN ARE PECIFIED, THE CONTRACTOR ALL UPPLY APPROPRIATE TRANITION. ITEM 614, MAINTAINING TRAFFIC (NOTICE OF CLOURE IGN) 2 EACH WHEN GATING IMPACT ATTENUATOR ARE DEIRED, THE CONTRACTOR ALL UBMIT DOCUMENTATION TO THE ENGINEER FOR ACCEPTANCE. THI ROAD WILL BE CLOED THE COT FOR THE ADDITIONAL BARRIER REQUIRED FOR A ON FOR GATING IMPACT ATTENUATOR ALL BE INCLUDED IN THE COT DAY PECIAL 48" X 30" OF THE GATING IMPACT ATTENUATOR. PAYMENT FOR THE ABOVE WORK ALL BE MADE AT THE UNIT PRICE BID AND ALL INCLUDE ALL LABOR, TOOL, EQUIPMENT AND MATERIAL NECEARY TO CONTRUCT AND MAINTAIN A NOTIFICATION OF TRAFFIC RETRICTION COMPLETE AND FUNCTIONAL IMPACT ATTENUATOR YTEM, INCLUDING ALL RELATED BACKUP, TRANITION, LEVELING THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR PAD, HARDWARE AND GRADING, NOT EPARATELY PECIFIED, ALL NOTIFY THE PROJECT ENGINEER IN WRITING OF ALL A REQUIRED BY THE MANUFACTURER. TRAFFIC RETRICTION AND UPCOMING MAINTENANCE OF TRAFFIC CHANGE. THE CONTRACTOR ALL ENURE THE WRITTEN NOTIFICATION I UBMITTED IN A TIMELY MANNER TO ITEM 614, MAINTAINING TRAFFIC (DRIVE ACCE) ALLOW THE PROJECT ENGINEER TO MEET THE REQUIRED TIME FRAME ET FORTH IN THE TABLE BELOW TO INFORM THE THE FOLLOWING ETIMATED QUANTITIE HAVE BEEN INCLUDED OFFICE OF COMMUNICATION. THI NOTIFICATION ALL BE IN THE GENERAL UMMARY FOR UE A DETERMINED BY THE RECEIVED BY THE PROJECT ENGINEER PRIOR TO THE PHYICAL ENGINEER FOR THE MAINTENANCE OF DRIVE ACCE. ETUP OF ANY APPLICABLE IGN OR MEAGE BOARD. ITEM 410, TRAFFIC COMPACTED URFACE, INFORMATION OULD INCLUDE, BUT I NOT LIMITED TO, ALL TYPE A OR B CU. YD. AND ALL LLIT THE PECIFIC LOCATION, TYPE OF WORK, ROAD TATU, DATE AND TIME OF RETRICTION, DURATION OF ITEM 616, WATER M. GAL. RETRICTION, NUMBER OF LANE MAINTAINED, NUMBER OF LANE CLOED, DETOUR ROUTE, IF APPLICABLE, AND ANY OTHER ITEM 410, TRAFFIC COMPACTED URFACE CAN BE UED TO INFORMATION REQUETED BY THE PROJECT ENGINEER. MAINTAIN DRIVE ACCE. NOTICE TO OFFICE OF COMMUNICATION TIME TABLE ITEM DURATION OF CLOURE NOTICE DUE TO OFFICE OF COMMUNICATION ROAD > = 2 WEEK 21 CALENDAR DAY PRIOR TO CLOURE CLOURE > 12 HOUR & < 2 WEEK 14 CALENDAR DAY PRIOR TO CLOURE < 12 HOUR 4 BUINE DAY PRIOR TO CLOURE LANE > = 2 WEEK 14 CALENDAR DAY PRIOR TO CLOURE CLOURE & < 2 WEEK 2 BUINE DAY PRIOR TO CLOURE RETRICTION TART OF CONTRUCTION & N/A 14 CALENDAR DAY PRIOR TO IMPLEMENTATION TRAFFIC PATTERN CHANGE ANY UNFOREEEN CONDITION NOT PECIFIED IN THE PLAN REQUIRING TRAFFIC RETRICTION ALL ALO BE REPORTED TO THE PROJECT ENGINEER UING THE NOTICE TO OFFICE OF COMMUNICATION TIME TABLE. CD MT OBJECT MARKER AND THEIR INTALLATION ALL CONFORM TO C&M AND CD MT WHEN THE PB CONTAIN GLARE CREEN, ONE ET OF THREE VERTICAL TRIPE OF EETING ALL BE CONIDERED EQUIVALENT TO AN OBJECT MARKER, ONE-WAY. INCREAED BARRIER DELINEATION, A PECIFIED HEREIN, ALL BE INTALLED ON ALL PB AND CONCRETE PERMANENT BARRIER LOCATED WITHIN 5 FEET OF THE EDGE OF THE TRAVELED LANE ALONG TAPER AND TRANITION AREA. THE INCREAED BARRIER DELINEATION ALL CONIT OF EITHER DELINEATION PANEL OR THE TRIPLE TACKING OF WORK ZONE BARRIER REFLECTOR. DELINEATION PANEL ALL CONIT OF PANEL OF DELINEATION, APPROXIMATELY 34 INCHE LONG AND 6 INCHE WIDE AND ALL BE "CRIMPED." PANEL ALL BE INTALLED AND PACED PER TRAFFIC CD MT TRIPLE-TACKED BARRIER REFLECTOR ALL CONIT OF ALIGNING THREE BARRIER REFLECTOR VERTICALLY, AT LOCATION WHERE A INGLE BARRIER REFLECTOR WOULD BE OTHERWIE ATTACHED. THERE ALL BE NO OPEN PACE BETWEEN THE ADJACENT BARRIER REFLECTOR. THE TRIPLE-TACKED BARRIER REFLECTOR ALL CONFORM TO C&M 626, EXCEPT THAT THEY ALL BE PACED AND ALIGNED PER TRAFFIC CD MT THE FOLLOWING ETIMATED QUANTITIE HAVE BEEN INCLUDED IN THE PLAN AND CARRIED TO THE GENERAL UMMARY: ITEM 614, BARRIER REFLECTOR, TYPE B EACH ITEM 614, OBJECT MARKER, -WAY EACH ITEM 614, INCREAED BARRIER DELINEATION FEET PAYMENT ALL BE FULL COMPENATION FOR ALL MATERIAL, LABOR, INCIDENTAL AND EQUIPMENT NECEARY FOR FURNIING, INTALLING, MAINTAINING AND REMOVING EACH OF THE ABOVE ITEM. ALONG RUN OF INCREAED BARRIER DELINEATION WHERE THI ITEM I PROVIDED, THE QUANTITY ALL BE MEAURED A THE ENTIRE LENGTH OF THE RUN OF INCREAED BARRIER DELINEATION, INCLUDING THE PACE BETWEEN THE INDIVIDUAL DELINEATION PANEL OR TACK OF BARRIER REFLECTOR. M AINTENA NCE O F TRA FFIC G ENERA L NO TE 9

10 ITEM LAW ENFORCEMENT OFFICER (WITH PATROL CAR) FOR AITANCE DURING CONTRUCTION OPERATION ITEM 614, LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR AITANCE HOUR MRC UE OF LAW ENFORCEMENT OFFICER (LEO) BY CONTRACTOR THE HOUR PAID ALL INCLUDE ANY MINIMUM OW-UP TIME OTHER THAN THE UE PECIFIED BELOW WILL NOT BE PER- REQUIRED BY THE LAW ENFORCEMENT AGENCY INVOLVED. MITTED AT PROJECT COT. LEO OULD NOT BE UED WHERE THE OMUTCD INTEND THAT FLAGGER BE UED. ANY ADDITIONAL COT (ADMINITRATIVE OR OTHERWIE) INCURRED BY THE CONTRACTOR TO OBTAIN THE ERVICE OF IN ADDITION TO THE REQUIREMENT OF C&M 614 AND THE AN LEO ARE INCLUDED WITH THE BID UNIT PRICE FOR ITEM OMUTCD, A UNIFORMED LEO WITH AN OFFICIAL PATROL CAR 614, LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR F:\Jobs\7\23733\m ot\sheets\23733mn001.dgn 5/15/17 12:08:43 PM dbender (CAR WITH TOP-MOUNTED EMERGENCY FLAING LIGHT AND COMPLETE MARKING OF THE APPROPRIATE LAW ENFORCE- MENT AGENCY) ALL BE PROVIDED FOR THE FOLLOWING TRAFFIC CONTROL TAK: DURING THE ENTIRE ADVANCE PREPARATION AND CLOURE EQUENCE WHERE COMPLETE BLOCKAGE OF TRAFFIC I REQUIRED. FOR LANE CLOURE: DURING INITIAL ET-UP PERIOD, TEAR DOWN PERIOD, UBTANTIAL IFT OF A CLOURE POINT OR WHEN NEW LANE CLOURE ARRANGEMENT ARE INITIATED FOR LONG-TERM LANE CLOURE/IFT (FOR THE FIRT AND LAT DAY OF MAJOR CHANGE IN TRAFFIC CONTROL ETUP). IN GENERAL, LEO OULD BE POITIONED AT THE POINT OF LANE RETRICTION OR ROAD CLOURE AND TO MANUALLY CONTROL TRAFFIC MOVEMENT THROUGH INTERECTION IN WORK ZONE. WHEN CONTRUCTION VEHICLE ARE ENTERING/EXITING THE ZONE DIRECTLY FROM/INTO AN OPEN LANE OF TRAFFIC. IF A LANE HA BEEN CLOED TO PROVIDE AN ACCELERATION/ DECELERATION LANE FOR THE VEHICLE, THE LEO WILL NOT BE REQUIRED. LEO OULD NOT FORGO THEIR TRAFFIC CONTROL REPONIBILITIE TO APPREHEND MOTORIT FOR ROUTINE TRAFFIC VIOLATION. HOWEVER, IF A MOTORIT' ACTION ARE CONIDERED TO BE RECKLE, THEN PURUIT OF THE MOTORIT I APPROPRIATE. THE LEO WORK AT THE DIRECTION OF THE CONTRACTOR. THE CONTRACTOR I REPONIBLE FOR ECURING THE ERVICE OF THE LEO WITH THE APPROPRIATE AGENCIE AND COMMUNICATING THE INTENTION OF THE PLAN WITH REPECT TO DUTIE OF THE LEO. THE ENGINEER ALL HAVE FINAL CONTROL OVER THE LEO' DUTIE AND PLACE- MENT, AND WILL REOLVE ANY IUE THAT MAY ARIE BETWEEN THE TWO PARTIE. THE LEO ALL REPORT IN TO THE CONTRACTOR PRIOR TO THE TART OF THE IFT, IN ORDER TO RECEIVE INTRUCTION REGARDING PECIFIC WORK AIGNMENT DURING HI/HER IFT. THE LEO I EXPECTED TO TAY AT THE PROJECT ITE FOR THE ENTIRE DURATION OF HI/HER IFT. THE LEO ALL REPORT TO THE CONTRACTOR AT THE END OF HI/HER IFT. ONCE THE LEO HA COMPLETED THE DUTIE DECRIBED ABOVE AND TILL HA TIME REMAINING ON HI/HER IFT, THE LEO MAY BE AKED TO PATROL THROUGH THE WORK ZONE (WITH FLAING LIGHT OFF) OR BE PLACED AT A LOCATION TO DETER MOTORIT FROM PEEDING. OULD IT BE NECEARY TO LEAVE THE PROJECT ITE, THE LEO ALL NOTIFY THE ENGINEER. THE CONTRACTOR ALL PROVIDE THE LEO WITH A TWO-WAY COMMUNICATION DEVICE WHICH ALL BE RE- TURNED TO THE CONTRACTOR AT THE END OF HI/HER IFT. LEO (WITH PATROL CAR) REQUIRED BY THE TRAFFIC MAINT- ENANCE TAK ABOVE ALL BE PAID FOR ON A UNIT PRICE (HOURLY) BAI UNDER ITEM 614, LAW ENFORCEMENT OFFICER (WITH PATROL CAR) FOR AITANCE. THE FOLLOWING ETIMATED QUANTITIE HAVE BEEN CARRIED TO THE GENERAL UMMARY. AITANCE. ITEM 614, DETOUR IGNING, A PER PLAN ADVANCE TRAFFIC IGNING AND UPPORT, INCLUDING DETOUR IGNING, CONTRUCTION WORK ZONE APPROACH IGNING, BARRICADE AND IGN ON BARRICADE OWN ON THE PLAN BEYOND THE WORK LIMIT ALL BE FURNIED, ERECTED, MAINTAINED, AND UBEQUENTLY REMOVED BY THE CONTRACTOR. FLOURECENT ORANGE TYPE G IGN EETING ALL BE UED FOR ALL DETOUR AND CONTRUCTION WARNING IGN. FOR INFORMATION ONLY DETOUR IGN ROAD PHAE PHAE 1 PHAE 2 TOTAL M M M M M4-8a-24 M4-10R-48 M4-10L-48 M5-1R-21 M5-1L-21 M6-1R-21 M6-1L-21 M R R11-3a- W-2-36 W-3-36 TYPE A WARNING LIGHT TYPE B WARNING LIGHT.R FOR INFORMATION ONLY WORK ZONE IGN R R W-1-36 W-3-36 TYPE A WARNING LIGHT TYPE B WARNING LIGHT ITEM REPLACEMENT DRUM DRUM FURNIED BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENT OF THE PLAN, PECIFICATION AND PROPOAL WHICH BECOME DAMAGED BY TRAFFIC FOR REAON BEYOND THE CONTROL OF THE CONTRACTOR ALL BE RE- PLACED IN KIND WHEN ORDERED BY THE ENGINEER. REPLACE- MENT DRUM ALL BE NEW. PAYMENT FOR THE NEW DRUM ALL BE MADE AT THE CON- TRACT PRICE PER EACH FOR ITEM 614, REPLACEMENT DRUM, AND ALL INCLUDE THE COT OF REMOVING AND DIPOING OF THE DAMAGED DRUM, AND PROVIDING AND MAINTAINING THE REPLACEMENT DRUM IN ACCORDANCE WITH THE CONTRACT REQUIREMENT FOR THE ORIGINAL DRUM. AN ETIMATED QUANTITY OF EACH HA BEEN PROVIDED IN THE GENERAL UMMARY. M AINTENA NCE O F TRA FFIC G ENERA L NO TE 10

11 18.00' 1.' 1.00' 1.' 10.00' 10.00' 2.00' LANE LANE MRC 1.00' CONE F:\Jobs\7\23733\m ot\sheets\23733my001.dgn 5/15/17 12:08:44 PM dbender 18.00' TEMPORARY PAVEMENT CONE 1.' 4.00' WORK ZONE 2.00' 10.00' 10.00' LANE EDGE LINE (WHITE) LANE 2.00' 1.00' 1.' CENTERLINE 10.00' (MIN.) LANE TA TO TA ' EDGE LINE (WHITE) EDGE LINE (WHITE) RECONTRUCTION 10.00' LANE EDGE LINE (WHITE) WIDENING & REURFACING TA TO TA ' (WHITE) PREPHAE PREPHAE 1.' 4.00' 1:1 EDGE LINE RECONTRUCTION 1.' 10.00' (MIN.) LANE 5.00' CENTERLINE PHAE ' WIDENING & REURFACING CENTERLINE 1.00' TA TO TA LANE CENTERLINE TA TO TA ' (WHITE) 2.00'.00' PORTABLE CONCRETE BARRIER PHAE 1 1.' EDGE LINE EDGE LINE (WHITE) EDGE LINE (WHITE) 10.00' WORK ZONE DRUM AW 7.00' TEMPORARY PAVEMENT - TEMPORARY PAVEMENT CONTRUCTED - TEMPORARY PAVEMENT REMOVED M AINTENA NCE O F TRA FFIC TYPIC A L ECTIO N 11

12 .00' 1.' 2.00' 1.' 10.00' LANE 10.00' LANE 2.00' MRC PORTABLE CONCRETE BARRIER F:\Jobs\7\23733\m ot\sheets\23733my001.dgn 5/15/17 12:08:44 PM dbender 1:1 PHAE 2 RECONTRUCTION TA TO TA ' 1.' 10.00' 2.00' 11.' 11.' 2.00' WORK ZONE LANE LANE 5.00' DRUM AW EDGE LINE CENTERLINE EDGE LINE (WHITE) (WHITE) PHAE 2 RECONTRUCTION TA TO TA PHAE 3 EDGE LINE (WHITE) CENTERLINE EDGE LINE (WHITE) WIDENING & REURFACING TA TO TA ' 8.00' 12.00' 12.00' 2.00' 5.00' CONE EDGE LINE CENTERLINE EDGE LINE (WHITE) (WHITE) POT PHAE 2 APHALT PLANING AND REURFACING TA TO TA AW - TEMPORARY PAVEMENT CONTRUCTED - TEMPORARY PAVEMENT REMOVED M AINTENA NCE O F TRA FFIC TYPIC A L ECTIO N 12

13 DM PEED LIMIT 35 R TA TOP R TOP TA ONE LANE ROAD 0 FEET W-4-36 TYPE A WARNING LIGHT (TYP.) ROAD CLOED 0 FT W-3-36 ROAD CLOED 1000 FT W-3-36 ROAD WORK AHEAD W-1-36 PEED LIMIT 35 R PEED LIMIT 35 W N HORIZONTAL CALE IN FEET PCB L JEN F:\Jobs\7\23733\m ot\sheets\23733mp001.dgn 5/15/17 12:08:45 PM dbender W-4-36 W-4-36 TA. 1+ TA. 1+ ONE LANE ROAD 0 FEET PEED TOP LIMIT 35 TOP TOP ONE LANE ROAD 0 FEET R/W & CONT..R. 87 R/W & CONT..R. 87 R PECIAL* BUGGY TRAFFIC ONLY ROAD CLOED # ON TYPE III BARRICADE R TA WITHTYPE B WARNINGLIGHT MOUNTEDPER CD MT-101. L TAGE 2 R TA L R TA R PECIAL* BUGGY TRAFFIC ONLY TOP TAGE 1 ROAD CLOED PCB BUNDYBURG ROAD BUNDYBURG ROAD TOP R ROAD CLOED ROAD CLOED BUGGY TRAFFIC ONLY TOP L BUGGY TRAFFIC ONLY R PECIAL* TA R PECIAL* ONE LANE ROAD 0 FEET W-4-36 ROAD CLOED 0 FT W-3-36 ROAD CLOED 1000 FT EL CL L IA DR PCB W-3-36 ROAD WORK LEGEND AHEAD W " PORTABLE BARRIER IMPACT ATTENUATOR DRUM AT 25' PACING WORK ZONE TYPE III BARRICADE PEED LIMIT 35 FOR DETOUR PLAN EE EET 18. R PEED LIMIT WORK ZONE EDGE LINE, TYPE 1, 7.02 WORK ZONE CENTERLINE, TYPE 1, 7.02 WORK ZONE TOP LINE, TYPE 1, 7.02 DL WORK ZONE DOTTED LINE, TYPE 1, 7.06 WORK ZONE IMPACT ATTENUATOR WORK ZONE DRUM PORTABLE CONCRETE BARRIER, 32" W M AINTENA NCE O F TRA FFIC - PREPHA E 8' X 4' C ULVERT REPLA CEM ENT 13