117969 Plans.pdf

T u rk e y

R u n

Butch erkni fe

Cre ek

Bu cke ye

For k

BurleyRun

McLun ey

C e n te r

B r

R u s h

C r

CLAYTON

HARRISON

Cannon

Rehoboth

Clover

Hill

Wesley io So ut he rn

STAGE 2 COMPLETE

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

p w

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117969

P.1

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IT

IL

E

S H

E E

T

MM-DD-YY

40P E

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-0

.4

REVIEWER

Jason L. Sturgeon, P.E.

Pamela Boratyn

S.L.M. 6.51

STA. 379+00.00

END PROJECT

A-1-20 1/21/22

AS-1-15 1/20/23

AS-2-15 7/21/23

BD-1-11 7/20/18

DS-1-92 7/15/22

MT-101.60 1/17/25

MT-101.90 7/17/20

PSBD-1-25 1/16/26

TST-2-21 1/17/25

800-2023 7/18/25 ASBESTOS

SURVEY

REPORT

DATED:10/30/2025

NLATITUDE: 39°47'20.1" LONGITUDE: -82°09'33.6"

PORTION TO BE IMPROVED

INTERSTATE HIGHWAY

COUNTY & TOWNSHIP ROADS

OTHER ROADS

CURRENT ADT (2026)

DESIGN YEAR ADT (2046)

DESIGN HOURLY VOLUME (2046)

DIRECTIONAL DISTRIBUTION

TRUCKS (24 HOUR B&C)

DESIGN SPEED

LEGAL SPEED

DESIGN FUNCTIONAL CLASSIFICATION:

MAJOR COLLECTOR

NHS PROJECT

2,300

2,900

55%

8%

55 MPH

55 MPH

NO

FEDERAL ROUTES

STATE ROUTES

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

TITLE SHEET 1

SCHEMATIC PLAN 2

TYPICAL SECTIONS 3-4

GENERAL NOTES 5-6

MAINTENANCE OF TRAFFIC 7-9

GENERAL SUMMARY 10

CALCULATIONS 11

PLAN AND PROFILE 12-14

CROSS SECTIONS 15-22

EARTHWORK CALCULATIONS 23

STRUCTURES OVER 20 FT.

SFN 6402666

SITE PLAN 24

GENERAL PLAN 25

BRIDGE NOTES 26

BRIDGE SUMMARY 27

ABUTMENT REMOVAL DETAILS 28

PROPOSED ABUTMENT DETAILS 29-30

PROPOSED DIAPHRAGM DETAILS 31-32

TRANSVERSE SECTIONS 33

FRAMING PLAN DETAILS 34-35

BEAM DETAILS 36-37

DECK PLAN 38

APPROACH SLAB DETAILS 39

REINFORCING SCHEDULE 40

PER SR 345 6.48

PERRY COUNTY

CLAYTON TOWNSHIP

N/A

ADA DESIGN WAIVERS

STANDARD CONSTRUCTION DRAWINGS

SUPPLEMENTAL

SPECIFICATIONS

SPECIAL

PROVISIONS

PLAN PREPARED BY:

Before You Dig

Contact Two Working Days

OHIO811, 8-1-1, or 1-800-362-2764

UNDERGROUND UTILITIES

PROJECT EARTH DISTURBED AREA: 0.11 ACRES

0.52 ACRES

N/A (NOI NOT REQUIRED)

SUPERSTRUCTURE REPLACEMENT OF PRESTRESSED CONCRETE BOX BEAMS,

DECK, AND GUARDRAIL WITH SUBSTRUCTURE REPLACEMENT DOWN

TO ABUTMENT BEAM SEATS

PROJECT DESCRIPTION

LIMITED ACCESS

ESTIMATED CONTRACTOR EARTH DISTURBED AREA:

THIS IMPROVEMENT IS ESPECIALLY DESIGNED FOR THROUGH TRAFFIC AND

HAS BEEN DECLARED A LIMITED ACCESS HIGHWAY OR FREEWAY BY ACTION

OF THE DIRECTOR IN ACCORDANCE WITH THE PROVISIONS OF SECTION

5511.02 OF THE OHIO REVISED CODE.

THE STANDARD SPECIFICATIONS OF THE STATE OF OHIO, DEPARTMENT OF

TRANSPORTATION, INCLUDING SUPPLEMENTAL SPECIFICATIONS LISTED IN

2023 SPECIFICATIONS

SPECIFICATION 800 VERSION INDICATED ON THE PROPOSAL SHALL GOVERN

THE PLANS, CHANGES LISTED IN THE PROPOSAL, AND THE SUPPLEMENTAL

THIS IMPROVEMENT.

EARTH DISTURBED AREAS

NOTICE OF INTENT EARTH DISTURBED AREA:

FEDERAL PROJECT NUMBER

E(251)076

RAILROAD INVOLVEMENT

NONEDEPARTMENT OF TRANSPORTATION

STATE OF OHIO

District Deputy Director

MT-105.10 1/17/20

TC-42.20 10/18/13

TC-52.10 10/18/13

TC-52.20 1/15/21

WATERWAY

PERMITS

CONDITIONS

DATED:01/23/2026

S.L.M. 6.48

STA. 377+50.00

BEGIN PROJECT

http://www.dot.state.oh.us/Divisions/Engineering/Structures/standard/Bridges/Pages/StandardBridgeDrawings.aspx http://www.dot.state.oh.us/Divisions/Engineering/Structures/standard/Bridges/Pages/StandardBridgeDrawings.aspx http://www.dot.state.oh.us/Divisions/Engineering/Structures/standard/Bridges/Pages/StandardBridgeDrawings.aspx http://www.dot.state.oh.us/Divisions/Engineering/Structures/standard/Bridges/Pages/StandardBridgeDrawings.aspx http://www.dot.state.oh.us/Divisions/Engineering/Structures/standard/Bridges/Pages/StandardBridgeDrawings.aspx http://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/traffic/SCD/Pages/CurrentMaintainingTraffic(MT)SCDs.aspx http://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/traffic/SCD/Pages/CurrentMaintainingTraffic(MT)SCDs.aspx http://www.dot.state.oh.us/Divisions/Engineering/Structures/standard/Bridges/Pages/StandardBridgeDrawings.aspx http://www.dot.state.oh.us/Divisions/Engineering/Structures/standard/Bridges/Pages/StandardBridgeDrawings.aspx https://www.dot.state.oh.us/Divisions/ConstructionMgt/Pages/ProposalNotesSupplementalSpecificationsandSupplements.aspx http://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/traffic/SCD/Pages/CurrentMaintainingTraffic(MT)SCDs.aspx http://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/traffic/SCD/Pages/CurrentTrafficControl(TC)SCDs.aspx http://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/traffic/SCD/Pages/CurrentTrafficControl(TC)SCDs.aspx http://www.dot.state.oh.us/Divisions/Engineering/Roadway/DesignStandards/traffic/SCD/Pages/CurrentTrafficControl(TC)SCDs.aspx tgreenwa Text Box

N17°37'40"E

.3

S

T A

P T

4.83'E =

332.5'L =

166.44'T =

2,864.79'R =

02°00'00"Dc =

06°39'00" RTΔ =

373+29.30P.I. = STA.

CURVE DATA

374 375 376 377 378 379 380 381 3821,051.74'

M O

D E

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.0

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N

S C

A L E

I N

F E

E T

H O

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IZ

O N

T A

L

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

S T

A

.0

T

O S

T A

.0

ELJ

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117969

P.2

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M A

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REVIEWER

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

DO NOT DISTURB

WETLANDS

STA. 375+75.00

BEGIN WORK

S.L.M. 6.51

STA. 379+00.00

END PROJECT

STA. 380+75.00

END WORK

S.L.M. 6.48

STA. 377+50.00

BEGIN PROJECT

PER-345-06.489

BRIDGE NO.

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

p w

\o h io d o t-p w

.b e n tl e y .c o m

:o h io d o t-p w

-0 \D o c u m e n ts

\0 A c ti v e P ro je c ts

\D is tr ic t \P e rr y \1

\4

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W

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W

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XXX

117969

P.3

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IS

T

IN

G

T Y

P

IC

A L

S E

C T

IO

N

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40P E

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REVIEWER

ROUNDING

4'±

3'-6"±3'-0"±9'-0"±9'-0"±3'-0"±3'-6"±ROUNDING

4'±

2'-6"±9'-6"±9'-6"±2'-6"±

ROUNDING

4'±

7'-0"±9'-0"±9'-0"±7'-0"±ROUNDING

4'±

EXISTING TYPICAL SECTION

EXISTING APPROACH SLAB SECTION

STA. 378+69.95 TO STA. 380+50.00

STA. 376+00.00 TO STA. 377+73.64

STA. 378+49.95 TO STA. 378+69.95

STA. 377+73.64 TO STA. 377+93.64

A

B

C

D

EXISTING BITUMINOUS ASPHALT MATERIAL (6"±)

EXISTING BITUMINOUS SHOULDER MATERIAL (8"±)

EXISTING SUBBASE (6"±)

EXISTING APPROACH SLAB (13"±)

LEGEND

B A C

AD

2:1 (M

AX)2:1

(M

AX)

2:1 (M

AX)2:1

(M

AX)

0.0160.016

0.016 0.016

DESIGNER

DESIGN AGENCY

TOTAL

p w

\o h io d o t-p w

.b e n tl e y .c o m

:o h io d o t-p w

-0 \D o c u m e n ts

\0 A c ti v e P ro je c ts

\D is tr ic t \P e rr y \1

\4

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\1 G

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M O

D E

L

P ro p o s e d T y p ic a l

S e c ti o n s

P

A P

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S

IZ

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T

E

/2

/2

T

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:0

:4

P

M

P

L T

D R

V

O H

D O

T P

D F

.p lt

N

T B

L

O H

D O

T U

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U S

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.g o v

W

O R

K S

P A

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C E v

W

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O p e n R o a d s D e s ig n e r

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XXX

117969

P.4

P R

O P

O S

E D

T Y

P

IC

A L

S E

C T

IO

N

S

MM-DD-YY

40P E

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-0

.4

REVIEWER

6'-0"5'-0"11'-0"11'-0"5'-0"6'-0"

2:1 (M

AX)

M

AT

CH

EXIS

TIN

G 2:1 (M

AX) M

ATCH EXISTING

PROPOSED TYPICAL SECTION (FULL DEPTH)

STA. 378+64.95 TO STA. 379+00.00

STA. 377+50.00 TO STA. 377+78.64

" ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-224

ITEM 441 - 1

" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448)4

ITEM 441 - 1

PROPOSED APPROACH SLAB (12" THICKNESS)

ITEM 304 - 6" AGGREGATE BASE

LEGEND

ITEM 204 - SUBGRADE COMPACTION

ITEM 407 - NON-TRACKING TACK COAT

ITEM 606 - GUARDRAIL, TYPE MGS

ITEM 203 - EMBANKMENT

ITEM 659 - SEEDING AND MULCHING

2 3 4 6 6 598 8 97 7

0.0160.016 0.040.04

0.08 0.08

PROPOSED TYPICAL SECTION (SHOULDER RECONSTRUCTION)

STA. 379+00.00 TO STA. 380+25.00

STA. 376+25.00 TO STA. 377+50.00

PROPOSED TYPICAL SECTION (RESURFACING)

STA. 380+25.00 TO STA. 380+50.00

STA. 376+00.00 TO STA. 376+25.00

1 2 67

0.08

0.04

0.016 0.016

0.04

0.08

8 97

2:1 (M

AX) M

ATCH EXISTING

2:1 (M

AX)

M

AT

CH

EXIS

TIN

G

1 2 67

0.08

0.04

0.016 0.016

0.04

0.08

8 97

2:1 (M

AX) M

ATCH EXISTING

2:1 (M

AX)

M

AT

CH

EXIS

TIN

G

6'-0"5'-0"11'-0"11'-0"5'-0"6'-0"

6'-0"5'-0"11'-0"11'-0"5'-0"6'-0"

3 4

DESIGNER

DESIGN AGENCY

TOTAL

p w

\o h io d o t-p w .b e n tl e y

.c o m :o h io d o t-p w -0

\D o c u m e n ts \0

A c ti v e P ro je c ts

\D is tr ic t

\P e rr y \1

\4

-E n g in e e ri n g

\R o a d w a y

\S h e e ts

\1

G

N

.d g n

M O

D E

L

S h e e t_

S u rv F t P

A P

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S

IZ

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T

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/2

/2

E

:0

:4

T

D R

V

O H

D O

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N

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L

O H

D O

T

U T

P e n

.t b l U

S E

R

E ri c .J o h n s o n d o t.

o h io

.g

R K

S P

A C

E

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D O

T C

E v

R

K S

E T

O D

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O p e n

R o a d s D e s ig n e r

.0

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.2

ELJ

XXX

117969

P.5

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40P E

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REVIEWER

CONSTRUCTION NOTIFICATION

MENTIONED ITEMS, VIA MEDIA SOURCES.

AND BUSINESSES, AND ANY OTHER IMPACTED LOCAL PUBLIC AGENCY OF ANY OF THE ABOVE

THE PIO WILL, IN TURN, NOTIFY THE PUBLIC, THE LOCAL EMERGENCY SERVICES, AFFECTED SCHOOLS

OR EMAIL AT:

CENTRAL OFFICE SPECIAL HAUL PERMITS SECTION BY FAX AT (614) 728-4099

OR EMAIL AT:

DISTRICT PERMIT SECTION BY FAX AT (614) 887-4525

OR EMAIL AT:

DISTRICT PUBLIC INFORMATION OFFICER (PIO) BY FAX AT (614) 887-4510

TO THE FOLLOWING:

CLOSURES, AND/OR ROAD CLOSURES. THE PROJECT ENGINEER WILL FORWARD THIS INFORMATION

PRIOR TO THE FOLLOWING: THE START OF CONSTRUCTION ACTIVITIES, LANE RESTRICTIONS, LANE

THE CONTRACTOR WILL ADVISE THE PROJECT ENGINEER A MINUMUM OF TWENTY-ONE (21) DAYS hauling.permits@dot.state.oh.us brian.bosch@dot.state.oh.us

D05.PIO@dot.state.oh.us

UTILITY OWNERSHIP

REQUIRED BY SECTION 153.64 O.R.C.

THE LOCATION OF THE UTILITIES SHOWN ON THE PLANS ARE AS OBTAINED FROM THE OWNERS AS npcw@perrycountyohio.net

740-342-1065

NEW LEXINGTON, OHIO 43764

130 S MAIN STREET

NORTHERN PERRY WATER

waterservice@crooksville.com administrator@crooksville.com

740-982-2656

ATTN: TOM COLLINS

CROOKSVILLE, OHIO 43731

22 CHINA STREET

CROOKSVILLE WATER

cmsaunders@aep.com

740-985-3054

ATTN: CLARKE SAUNDERS

REEDSVILLE, OHIO 45772

38831 STATE ROUTE 7

AMERICAN ELECTRIC POWER CO. (DISTRIBUTION)

WITH THEIR RESPECTIVE OWNERS:

LISTED BELOW ARE ALL UTILITIES LOCATED WITHIN THE PROJECT CONSTRUCTION LIMITS TOGETHER

INCORPORATED INTO THE FINAL CHANGE ORDER GOVERNING COMPLETION OF THIS PROJECT.

ENGINEER. THE ACTUAL WORK LOCATIONS AND QUANTITIES USED FOR SUCH ITEMS SHALL BE

BY PLAN NOTE TO BE USED "AS DIRECTED BY THE ENGINEER" UNLESS AUTHORIZED BY THE

THE CONTRACTOR SHALL NOT ORDER MATERIALS OR PERFORM WORK FOR ITEMS DESIGNATED

CONTINGENCY QUANTITIES

MOBILIZATION

PRICE FOR ITEM 624, MOBILIZATION.

2023 CONSTRUCTION AND MATERIAL SPECIFICATIONS. PAYMENT SHALL BE THE LUMP SUM BID

AN AMOUNT TO COVER ANY APPLICABLE EXPENDITURES REFERRED TO UNDER ITEM 624 OF THE

THE CONTRACTOR SHALL ON ANY CONTRACT FOR WHICH HIS BID EXCEEEDS $50,000.00 INCLUDE

MPaulus@nisource.com

740-466-5131

ATTN: Michael Paulus

ZANESVILLE, OHIO 43701

2429 LINDEN AVENUE

COLUMBIA GAS OF OHIO

FOR ITEM 201, CLEARING AND GRUBBING.

UNDER THIS ITEM ARE INCLUDED IN THE LUMP SUM PRICE BID

ITEM 201 - CLEARING AND GRUBBING. ALL PROVISIONS AS SET FORTH IN THE SPECIFICATIONS

LIMITS OF THE PROJECT, A LUMP SUM QUANTITY IS INCLUDED IN THE GENERAL SUMMARY FOR

ALTHOUGH THERE ARE NO TREES OR STUMPS SPECIFICALLY MARKED FOR REMOVAL WITHIN THE

CLEARING AND GRUBBING

WORK LIMITS

CONTROL DEVICES REQUIRED BY THESE PLANS WHETHER INSIDE OR OUTSIDE THESE WORK LIMITS.

INSTALLATION AND OPERATION OF ALL WORK ZONE TRAFFIC CONTROL AND WORK ZONE TRAFFIC

THE WORK LIMITS ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY. PROVIDE THE

REMOVED MATERIALS

PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED BY THE CONTRACTOR FROM THE JOB SITE.

ALL REMOVED MATERIALS EXCEPT AS NOTED ELSEWHERE IN THE PLANS SHALL BECOME THE

GENERAL PROVISIONS

MATERIAL SPECIFICATIONS OF THE OHIO DEPARTMENT OF TRANSPORTATION.

THE CONTRACTOR'S ATTENTION IS CALLED TO ALL OF SECTION 100 OF THE CONSTRUCTION AND

ATTN: BRYAN BUNTING

ZANESVILLE, OHIO 43701

737 HOWARD ST.

SPECTRUM CABLE TV

ITEM 202 STRUCTURE REMOVAL ITEM(S) IN THE PLAN.

SUBMIT THE OEPA NOTIFICATION FORM. PAYMENTS FOR THIS WORK SHALL BE INCIDENTAL TO THE

THE CONTRACTOR SHALL FURNISH ALL FEES, LABOR, AND MATERIAL NECESSARY TO COMPLETE AND

BASIS FOR PAYMENT:

MADE EITHER BY HARD COPY OR ELECTRONICALLY. ADDITIONAL INFORMATION CAN BE FOUND HERE:

AT LEAST 10 WORKING DAYS PRIOR TO THE START OF ANY DEMOLITION WORK. NOTIFICATION CAN BE

COLUMBUS OH 43216-1049

PO BOX 1049

OHIO EPA, DAPC

ASBESTOS PROGRAM

SURVEY REPORT TO:

COMPLETE THE NECESSARY SECTIONS OF THE FORM AND SUBMIT IT WITH A COPY OF THE ASBESTOS

HAS BEEN INCLUDED AT THE END OF THE ASBESTOS SURVEY REPORT. THE CONTRACTOR SHALL

AND RENOVATION FORM, PARTIALLY COMPLETED BY THE ASBESTOS HAZARD EVALUATION SPECIALIST, A COPY OF THE OHIO ENVIRONMENTAL PROTECTION AGENCY (OEPA) NOTIFICATION OF DEMOLITION

MATERIALS.

THE ASBESTOS SURVEY REPORT DID NOT IDENTIFY THE PRESENCE OF ANY ASBESTOS CONTAINING

SURVEY REPORT FOR THE BRIDGE HAS BEEN INCLUDED IN THE PLAN PACKAGE FOR THIS PROJECT.

CONDUCTED BY A CERTIFIED ASBESTOS HAZARD EVALUATION SPECIALIST. A COPY OF THE ASBESTOS

AN ASBESTOS SURVEY FOR THE PER-SR 345-6.48 BRIDGE SCHEDULED FOR DEMOLITION WORK WAS

OEPA NOTIFICATION OF DEMOLITION AND RENOVATION

740-454-3552

ATTN: BARRETT TAMASOVICH

ZANESVILLE, OHIO 43701

160 NORTH SIXTH STREET

AT&T OHIO

CONTRACTOR COORDINATION AND DELAYED START

THAT PROJECT MAY BE CONSTRUCTED CONCURRENTLY WITH THIS PROJECT.

ALONG THE STATE DESIGNATED DETOUR ROUTE DURING THE 2026 CONSTRUCTION SEASON,

CONCRETE PATCHING AND DECK SEALING ON MULTIPLE STRUCTURESANTICIPATED TO BE

. THAT PROJECT ISREHABILITATION PROJECT D05-FY2027-BRIDGE REHAB WEST (PID 124808)

BRIDGE THE CONTRACTOR FOR THIS PROJECT SHALL COORDINATE WITH THE CONTRACTOR FOR

.PER 669 IS REOPENED TO NORMAL TRAFFIC FLOWBEGIN UNTIL

THEREFORE THIS PROJECT MAY NOTDETOUR ROUTE DURING THE 2026 CONSTRUCTION SEASON,

COMPLETING CHIP AND SEAL MAINTENANCE ON THE STATE DESIGNATEDIS ANTICIPATED TO BE

. THAT PROJECTMAINTENANCE PROJECT PER-669-0.00 (PID 109748, PROJECT NUMBER E(191)753)

PAVEMENTTHE CONTRACTOR FOR THIS PROJECT SHALL COORDINATE WITH THE CONTRACTOR FOR

WITHIN THE CONSTRUCTION AREA PRIOR TO EXCAVATING.

RESPONSIBLE FOR VERIFYING THE EXACT SIZE, DEPTH, AND LOCATION OF ALL BURIED UTILITIES

OF THE BURIED UTILITIES SHOWN OR NOT, ARE NOT WARRANTED. THE CONTRACTOR IS

NOT ALL UTILITIES ARE SHOWN ON THE CONSTRUCTION PLANS. THE SIZE, DEPTH, AND LOCATION

LOCATION OF UTILITIES

THE OWNERS AS REQUIRED BY SECTION 153.64 O.R.C.

THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE AS OBTAINED FROM

UNDERGROUND UTILITIES

COORDINATE SYSTEM - PERRY COUNTY, UNSCALED GRID VALUES, AND THE GR580 ELLIPSOID.

1988 (NAVD 88), GEOID 18. THE HORIZONTAL POSITION ARE BASED ON THE OHIO COUNTY

ALL ELEVATIONS ARE ORTHOMETRIC HEIGHTS USING THE NORTH AMERICAN VERTICAL DATUM OF

ELEVATION DATUM

REMOVE ONLY THE TREES NECESSARY TO CONSTRUCT THE PROJECT.

THE GROUND SURFACE, AND WITH A MINIMUM HEIGHT OF 13 FEET. THE CONTRACTOR SHALL

PLANT, WITH A TRUNK THREE INCHES OR GREATER IN DIAMETER AT A HEIGHT OF 4.5 FEET ABOVE

ACT. FOR THE PURPOSES OF THIS NOTE, A TREE IS DEFINED AS A LIVE, DYING, OR DEAD WOODY

AVOID AND MINIMIZE IMPACTS TO THESE SPECIES AS REQUIRED BY THE ENDANGERED SPECIES

SHALL OCCUR FROM OCTOBER 1 THROUGH MARCH 31. THIS REQUIREMENT IS NECESSARY TO

UNDER THIS PROJECT FROM APRIL 1 THROUGH SEPTEMBER 30. ALL NECESSARY TREE REMOVAL

PROTECTED INDIANA BAT AND NORTHERN LONG-EARED BAT. NO TREES SHALL BE REMOVED

THE PROJECT IS LOCATED WITHIN THE KNOWN HABITAT RANGES OF THE FEDERALLY LISTED AND

ENDANGERED BAT HABITAT REMOVAL

OTHER APPROPRIATE PAY ITEM

OR

ASBESTOS CONTAINING MATERIALS LUMP SUM

MOP 202 REMOVAL OF STRUCTURES AND OBSTRUCTIONS: WORK INVOLVING

OR

MATERIALS - LUMP SUM

690E98400 ITEM SPECIAL - MISC.: WORK INVOLVING ASBESTOS CONTAINING

ESTIMATED QUANTITY HAS BEEN INCLUDED IN THE GENERAL SUMMARY FOR THE WORK NOTED ABOVE:

STAFF. PAYMENT FOR THIS WORK SHALL BE MADE AT THE BID PRICE OF LUMP SUM. THE FOLLOWING

THE ENGINEER WILL PROVIDE A COPY OF THE DOCUMENTATION TO THE DISTRICT ENVIRONMENTAL

OF ASBESTOS CONTAINING MATERIALS TO THE ENGINEER WITHIN TWO WEEKS OF COMPLETION.

SUBMIT ALL DOCUMENTATION RELATED TO THE SURVEY, ABATEMENT, TRANSPORT, AND DISPOSAL

BASIS OF PAYMENT

AND SUBMIT ONE COPY TO THE ENGINEER AND ONE COPY TO DISTRICT ENVIRONMENTAL STAFF.

TO DEMOLITION ACTIVITY, RENOVATION ACTIVITY, OR BOTH. RETAIN TWO HARD COPIES OF THE NDRF

REQUIRE A HARD COPY SUBMITTAL. SUBMIT THE COMPLETED NDRF TO OEPA AT LEAST 10 DAYS PRIOR

TO DETERMINE IF THEYPERRY COUNTY HEALTH DEPARTMENT AT (740)-342-5179CHECK WITH

WITH THE ASBESTOS INSPECTION REPORT. FOLLOW THE MAILING INSTRUCTIONS ON THE NDRF.

THE CONTRACTOR MAY SUBMIT A HARD COPY OF THE COMPLETED NDRF AND PAYMENT ALONG

HARD COPY SUBMISSION:

PROVIDE ONE COPY TO THE DISTRICT ENVIRONMENTAL STAFF.

ELECTRONIC PDF COPY AND ONE HARD COPY OF THE NDRF TO THE ENGINEER. THE ENGINEER WILL

ALONG WITH THE ASBESTOS INSPECTION REPORT USING THE OEPA EBUSINESS CENTER. SUBMIT ONE

ANY DEMOLITION ACTIVITY, RENOVATION ACTIVITY, OR BOTH. SUBMIT THE NDRF AND PAYMENT

APPLICABLE FEES, AND THE ASBESTOS INSPECTION REPORT TO THE OEPA AT LEAST 10 DAYS PRIOR TO

SUBMIT A COMPLETED ELECTRONIC NOTIFICATION OF DEMOLITION AND RENOVATION FORM (NDRF), ELECTRONIC SUBMISSION:

HAZARDOUS AIR POLLUTANTS (NESHAP) STANDARD FOR ASBESTOS.

ADMINISTRATIVE CODE (OAC) REGULATIONS AND THE NATIONAL EMISSION STANDARD FOR

DISPOSAL OF ALL ASBESTOS CONTAINING MATERIAL MUST COMPLY WITH THE OHIO

AIR POLLUTION CONTROL TO ACCEPT ASBESTOS CONTAINING MATERIAL. THE REMOVAL AND

OF HEALTH AND PERMITTED BY THE OHIO ENVIRONMENTAL PROTECTION AGENCY - DIVISION OF

DISPOSE ASBESTOS CONTAINING MATERIALS IN A LANDFILL LICENSED BY THE OHIO DEPARTMENT

CONTAINING MATERIALS ABOVE REGULATORY LIMITS.

THE ASBESTOS INSPECTION REPORT DID NOT IDENTIFY THE PRESENCE OF ANY ASBESTOS

INSPECTION REPORT FOR THE STRUCTURE IS INCLUDED IN THE PLAN PACKAGE FOR THIS PROJECT.

CONDUCTED BY A LICENSED ASBESTOS HAZARD EVALUATION SPECIALIST. A COPY OF THE ASBESTOS

AN ASBESTOS SURVEY FOR PER-345-06.45; SFN: 6402666 SCHEDULED FOR DEMOLITION WORK WAS

NO ASBESTOS OR ASBESTOS BELOW REGULATORY LIMITS

ITEM 606 - ANCHOR ASSEMBLY, MGS TYPE E

SPECIFIED, AS REQUIRED BY THE MANUFACTURER.

SHEETING, HARDWARE, GRADING, EMBANKMENT, AND EXCAVATION NOT SEPARATELY

ANCHOR ASSEMBLY SYSTEM, INCLUDING ALL RELATED TRANSITIONS, REFLECTIVE

EQUIPMENT, AND MATERIALS NECESSARY TO CONSTRUCT A COMPLETE AND FUNCTIONAL

ANCHOR ASSEMBLY, MGS TYPE E, EACH, AND SHALL INCLUDE ALL LABOR, TOOLS,

PAYMENT FOR THE ABOVE WORK SHALL BE MADE AT THE UNIT PRICE BID FOR ITEM 606,

DRAWINGS, PRODUCT INSTALLATION MANUAL/GUIDANCE, AND AS DIRECTED BY THE ENGINEER

(RESULTING IN A 2' OFFSET). THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE SHOP

THE FULL LENGTH OF THE SYSTEM. THE FLARE RATE SHALL BE A MAXIMUM OF 25:1

TYPE E ANCHOR ASSEMBLY SHALL BE INSTALLED AT A CONSISTENT FLARE RATE THROUGH

THE PROPOSED EDGE LINE, AND PERMITTING SITE CONDITIONS EXIST: THE PROPOSED

WHEN THE FACE OF THE ADJACENT (ATTACHED) GUARDRAIL IS LESS THAN 4' OFFSET FROM

YELLOW REBOUNDABLE RETROREFLECTIVE SHEETING, PER CMS. 730.191

THE FACE OF THE TYPE E IMPACT HEAD SHALL BE COVERED WITH SOLID FLOURESCENT

GUARDRAIL HEIGHT OF 31 INCHES FROM THE EDGE OF THE SHOULDER.

BE AN APPROPRIATE DEPTH BELOW THE LEVEL LINE IN ORDER TO MAINTAIN THE FINISHED

THAN 4 INCHES ABOVE THE GROUND LINE. THE PLACEMENT OF THE FOUNDATION TUBES SHOULD

THE TOP OF THE FOUNDATION TUBES OR TOP OF THE GROUND STRUT DOES PROJECT MORE

TUBE SHOULD BE LESS THAN 4 INCHES ABOVE THE GROUND. ON-SITE GRADING IS REQUIRED IF

GRADING AROUND THE FOUNDATION TUBES AND GROUND STRUT. THE TOP OF ANY FOUNDATION

REFER TO THE MANUFACTURER'S INSTRUCTIONS REGARDING THE INSTALLATION OF, AND THE

POSTED SHOP DRAWINGS FOR THE MOST CURRENT APPROVED PRODUCT MODELS.

IN THE PLANS, IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. REFER TO THE

ROADWAY ENGINEERING'S WEB PAGE. INSTALLATION SHALL BE AT THE LOCATION SPECIFIED

ACCEPTED FOR NEW INSTALLATIONS" ON ROADWAY APPROVED PRODUCTS LIST POSTED ON

TANGENTIAL END TREATMENTS FOR TYPE MGS GUARDRAIL AS LISTED UNDER "PRODUCTS

THIS ITEM SHALL CONSIST OF FURNISHING AND INSTALLING ANY OF THE MASH 2016 TYPE E

ITEM 209 - RESHAPING UNDER GUARDRAIL

ITEM 209 - RESHAPING UNDER GUARDRAIL...................................................................... 5 STA.

SUMMARY IN ADDITION TO ITEM 209 RESHAPING UNDER GUARDRAIL:

IRREGULARITIES. THE FOLLOWING QUANTITIES HAVE BEEN CARRIED TO THE GENERAL

AND AS DIRECTED BY THE ENGINEER TO ENSURE A SMOOTH SURFACE FREE FROM ALL

IS REMOVED OR WHERE NEW GUARDRAIL IS TO BE ERECTED AS DESCRIBED IN CMS 209.05

RESHAPE BERMS AT LOCATIONS SHOWN ON SHEETS 17-20 WHERE EXISTING GUARDRAIL

ANCHOR ASSEMBLY, MGS TYPE E, AS DETAILED IN THIS PLAN.

THE GRADING LAYOUT SHOWN HERE SHALL BE USED WITH ITEM 606 -

GRADING FOR ANCHOR ASSEMBLY, MGS TYPE E

EDGE OF TRAVELED WAY

EDGE OF SHOULDER

END TERMINAL GUARDRAIL

GRADING LIMITS

1V:10H

1'

6.25'

2'-0" MIN.

10'-0"

TRAFFIC

LOCATION OF GUARDRAIL

ALL INSTALLATION WILL AFFORD MAXIMUM PROTECTION FOR TRAFFIC.

ADJUSTMENTS PRIOR TO FINAL ACCEPTANCE. THE ENGINEER SHALL BE SATISFIED THAT

THE LOCATIONS OF THE GUARDRAIL RUNS, AS SHOWN IN THESE PLANS ARE SUBJECT TO

ITEM 621 - RAISED PAVEMENT MARKER REMOVED

ROADWAY. ALL RPM'S REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR.

RPM REMOVAL SHALL NOT OCCUR SOONER THAN 10 DAYS PRIOR TO RESURFACING OF THE

PER

06.489

6402666

PER

06.489

6402666

PER

06.489

6402666

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

p w

\o h io d o t-p w .b e n tl e y

.c o m :o h io d o t-p w -0

\D o c u m e n ts \0

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\D is tr ic t

\P e rr y \1

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O p e n R o a d s D e s ig n e r

.0

.0

.2

ELJ

XXX

117969

P.6

G E

N E

R A

L N

O T

E S

MM-DD-YY

40P E

R -3

-0

.4

REVIEWER

ITEM 623 - CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN....................LUMP SUM

THE WORK AS DESCRIBED ABOVE.

THE FOLLOWING QUANTITY HAS BEEN INCLUDED IN THE GENERAL SUMMARY TO PERFORM

BID FOR ITEM 623 - CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN.

PERFORM THE WORK AS DESCRIBED ABOVE AND WILL BE INCLUDED IN THE UNIT PRICE

PAYMENT FOR STAKING WILL INCLUDE ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO

CONTRACTOR APPROVAL FOR EACH LOCATION.

TRAVELING PUBLIC. NO GUARDRAIL WILL BE INSTALLED UNTIL THE PROJECT ENGINEER GIVES THE

ENGINEER MAY ADJUST THE LOCATION AS STAKED TO PROVIDE THE MAXIMUM PROTECTION FOR THE

BEFORE GIVING THE CONTRACTOR FINAL APPROVAL TO INSTALL THE RUN OF GUARDRAIL, THE PROJECT

(2) DAYS PRIOR TO INSTALLATION.

TO BE INSTALLED AT EACH LOCATION. THE CONTRACTOR SHALL STAKE EACH LOCATION AT LEAST TWO

THE PROPOSED GUARDRAIL RUN. THIS WILL ALSO INCLUDE INDICATING THE TYPE OF END TREATMENT

THE CONTRACTOR IS REQUIRED TO STAKE EACH LOCATION TO INDICATE THE BEGINNING AND END OF

INSTALLATIONS SHALL BE STAKED BY THE CONTRACTOR PRIOR TO INSTALLATION ON THIS PROJECT.

IN ADDITION TO THE ABOVE REQUIREMENTS, THE LOCATIONS OF ALL PROPOSED GUARDRAIL

THE LUMP SUM BID FOR ITEM 623 - CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN.

ALL COST ASSOCIATED WITH OBTAINING THE INFORMATION LISTED ABOVE SHALL BE INCLUDED IN

MAPPING SPECIFICATION MANUAL.

REQUIREMENTS OF SECTION 400 IN THE OHIO DEPARTMENT OF TRANSPORTATION SUREY &

THE ABOVE ITEMS SHALL BE COLLECTED USING SURVEY GRADE EQUIPMENT MEETING THE

- SIGNS (WITH DESCRIPTION)

- GUARDRAIL AND CABLE BARRIER

BELOW IS A LIST OF THE ITEMS THE CONTRACTOR IS REQUIRED TO PROVIDE:

POINT NUMBER, NORTHING, EASTING, ELEVATION, FEATURE CODE, DESCRIPTION

COLLECTION (I.E. OHIO VRS, GPS RTK, TOTAL STATION, ETC.) AND BE IN A TABLE FORM AS FOLLOWS:

SYSTEM NORTH OR SOUTH), VERTICAL DATUM (I.E. NAVD 88, GEOIDI2A) AND METHOD OF

DATE(S) OF COLLECTION, HORIZONTAL DATUM (I.E. NAD8 (2011), OHIO STATE PLANE COORDINATE

BEEN COLLECTED. THE ASCII FILE SHALL INCLUDE A HEADER CONTAINING THE NAME OF SURVEYOR(S), AND THE PROJECT ENGINEER AFTER ALL THE INFORMATION HAS

ASCII FILE AND A SURVEYOR'S CERTIFICATION SHALL BE DELIVERED TO ,

OFFICE OF CADD & MAPPING SERVICES WEBSITE. AN EMAIL CONTAINING A COMMA DELIMITED

AS PER THE SURVEY FEATURE CODE LIST FOUND ON THE OHIO DEPARTMENT OF TRANSPORTATION

ITEMS IN OHIO STATE PLANE COORDINATES (GRID). THE CONSTRUCTION ITEMS SHALL BE LOCATED

THE CONTRACTOR SHALL PROVIDE AS-BUILT DATA FOR THE SPECIFIED COMPLETED CONSTRUCTION

DEPARTMENT:

SURVEYING, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING INFORMATION TO THE

IN ADDITION TO THE REQUIREMENTS OF ITEM 623 CONSTRUCTION LAYOUT STAKES AND

ITEM 623 - CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN

cody.gierhart@dot.ohio.gov

QUANTITY CALCULATIONS ARE BASED ON THESE LIMITS.

THE RIGHT-OF-WAY LINES COVERED BY WORK AGREEMENT OR SLOPE EASEMENT.

THE RIGHT-OF-WAY LINES, AND WITHIN THE CONSTRUCTION LIMITS FOR AREAS OUTSIDE

SEEDING AND MULCHING SHALL BE APPLIED TO ALL AREAS OF EXPOSED SOIL BETWEEN

(1,600 x 0.0027 = 4.32)

5 MGALITEM 659 - WATER

(1,600 / 4,840 = 0.33)

0.33 ACRESITEM 659 - LIME

(1,600 / 7,410 = 0.22)

0.22 TONITEM 659 - COMMERCIAL FERTILIZER

1,600 SQ, YDSITEM 659 - SEEDING AND MULCHING, CLASS 2

PERMANENT SEEDED AREAS:

THE FOLLOWING QUANTITIES ARE PROVIDED TO PROMOTE GROWTH AND CARE OF

ITEM 659 - SEEDING AND MULCHING, CLASS 2

CONSTRUCTION DRAWING TC-41.20.

POST ANCHOR BASES AS DETAILED IN STANDARD

THE CONTRACTOR SHALL PROVIDE TYPE S POSTS INCLUDING

OF THE GROUND MOUNTED SIGN SHALL BE 5'-0" ABOVE PAVEMENT.

SIGNS SHALL BE INSTALLED 1'-0" BEHIND THE GUARDRAIL POST AND BRIDGE RAILING. THE BOTTOM

ATOP THE OM-3R-12 SIGNS SHALL BE I-H25a BRIDGE IDENTIFICATION SIGNS, AS SHOWN BELOW. THE

THE CONTRACTOR SHALL INSTALL OM-3L & OM-3R (36"X12") SIGNS AT THE APPROACH WINGWALLS.

ITEM 630- SIGN, FLAT SHEET

ITEM 630 - GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN /

OM-3L-12

OM-3L-12

I-H25b

OM-3R-12

I-H25b

OM-3R-12

BRIDGE NO. PER-345-06.489

I-H25b (TYP.)

T-2

T -8

2 T-71BT-71A

N

O

HOLLOW

RD

HOLLOW

R

D

C-48

C -48

C-6

W

ESL

EY

C -4

BUTCH

ER KNIFE RD

C -95

OLD

C-3

POLE

CA

T

RDC-84

P A

L M

E R

R D

C -1

T -1

T -2

T-71A

T -57

T -5

T -114

T -1

T-208

T -1

T -1

T-51

T-1

T-

A

T -1

A

T-173

T-

T -4

T -1

T-163

T -1

T-71A

T-4

T-58

T -9

T-150

N

O

NO.

HOLLOW

R

D

C-48

C -48

C -4

TUNNEL

HIL

L

RD

C-6

C -4

O

LD

S O

M E R

SE

T

R D

C

-60

C -5

W

IL

S O

N C

-3

POLE

CA

T

RDC-84

P A

L M

E R

R D

C -1

B U C

K E

Y E

V A

LL

E

Y R

D

C-

MEL

ON

H

IL

L R

D

C -1

G R

E E

N

B R

A N

C H

R D

C -8

C-42

B L

A C

K

G O

L D

R D

C

C

-1

C-111

GRE

E N

RD

C-

E

C -7

C-113

C -9

A

C -4

2N

C-6

T -2

T-11

T -114

T -1

T-208

T -1

T -2

T -1

T-124

T -2

T -122

T-149

T-51

T-210

T -1

T-153

T-

A

T -1

T -1

A

T-173

T-121

T -497

T-21

T -3

T -1

T-1

T-127

T-

T -1

T-146

T-175

T-4

T -9

T -4

T-121

T-150

T -29

T -4

NEW

CLAYTON

HARRISON

CLAYTON

Cannon

Rehoboth

Clover

Hill

Wesley

Wilbren

Rehoboth

Mainsville

Clover

Hill

Wesley hio So ut he rn

R ai lro ad

NorfolkSouthern

Ohio So uth ern

Rai lroa d

MUSKI

LOCAL DETOUR FOR BR. NO. PER-345-06.489 STATE DETOUR FOR BR. NO. PER-345-06.489

DESIGNATED LOCAL DETOUR ROUTE

ITEM 614 DETOUR SIGNING

OF CRITICAL WORK

CONTRACT SEGMENT - LOCATION

INCENTIVE $

MAXIMUM

$3,000 $45,000

FOR ITEM 614, MAINTAINING TRAFFIC, UNLESS SEPARATELY ITEMIZED IN THE PLAN.

EQUIPMENT AND MATERIALS SHALL BE INCLUDED IN THE LUMP SUM CONTRACT PRICE

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PAYMENT FOR ALL LABOR,

AND OTHER APPLICABLE PORTIONS OF THE SPECIFICATIONS, AS WELL AS THE OHIO

ALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH CMS 614

OFFICE WITHIN THE DISTRICT RATHER THAN THE GENERAL SWITCHBOARD NUMBER.

WHICH A MOTORIST MAY CALL FOR ADDITIONAL INFORMATION. THIS IS TO BE A SPECIFIC

OF DAYS OF THE CLOSURE. THE LAST LINE OF THE W20-H13 SIGN LISTS A PHONE NUMBER

THE SIGN SHALL DISPLAY THE DATE OF THE CLOSURE IN MMM-DD FORMAT AND THE NUMBER

MOTORISTS.

SHALL BE ERECTED WELL IN ADVANCE OF THE MERGE AREA TO AVOID DISTRACTING

THEY ARE VISIBLE TO THE MOTORISTS USING THE RAMP. ON ENTRANCE RAMPS, THE SIGN

THE POINT OF CLOSURE. THE SIGNS MAY BE ERECTED ANYWHERE ON RAMPS AS LONG AS

OTHER TRAFFIC CONTROL SIGNS. ON ROADWAYS, THEY SHOULD BE ERECTED AT OR NEAR

TRAFFIC. THEY SHALL BE PLACED SO AS NOT TO INTERFERE WITH THE VISIBILITY OF ANY

THE SIGNS SHALL BE ERECTED ON THE RIGHT-HAND SIDE OF THE ROAD/RAMP FACING

DURATIONS OF LESS THAN 1 WEEK.]

MESSAGE SIGNS MAY BE USED IN LIEU OF THE STANDARD FLATSHEET SIGN FOR CLOSURE

TIME TABLE BELOW. [AT THE APPROVAL OF THE ENGINEER, PORTABLE CHANGEABLE

THE SCHEDULED ROAD OR RAMP CLOSURE IN ACCORDANCE WITH THE NOTICE OF CLOSURE

NOTICE OF CLOSURE SIGNS (W20-H13) SHALL BE ERECTED BY THE CONTRACTOR PRIOR TO

W20-H13

60"

BE INCLUDED IN THE LUMP SUM BID FOR ITEM 614 DETOUR SIGNING, AS PER PLAN.

PAYMENT FOR ALL MATERIAL, LABOR, AND EQUIPMENT TO PERFORM THIS WORK SHALL

THE CONTRACTOR SHALL SUPPLY, ERECT, MAINTAIN, AND REMOVE THE DETOUR SIGNING.

ITEM 616 - WATER................................................................................................3 MGAL

ITEM 614 - ASPHALT CONCRETE FOR MAINTAINING TRAFFIC ......................10 C.Y.

ITEM 410 - TRAFFIC COMPACTED SURFACE, TYPE C......................................10 C.Y.

ROUTE.

ENGINEER TO MAINTAIN AND SUBSEQUENTLY RESTORE THE DESIGNATED LOCAL DETOUR

THE FOLLOWING ESTIMATED QUANTITIES ARE PROVIDED FOR USE AS DIRECTED BY THE

BY THE ENGINEER.

TO ITS' USE FOR THIS PURPOSE. ALL SUCH WORK SHALL BE PERFORMED WHEN AND AS DIRECTED

ROUTE SHALL BE RESTORED TO A CONDITION THAT IS EQUIVALENT TO THAT WHICH EXISTED PRIOR

REMOVED AND TRAFFIC RETURNED TO ITS NORMAL PATTERN, THE DESIGNATED LOCAL DETOUR

FREE FROM HOLES, RUTS, RIDGES, BUMPS, DUST AND STANDING WATER. ONCE THE DETOUR IS

CONTRACTOR SHALL MAINTAIN THIS ROUTE IN A CONDITION WHICH IS REASONABLY SMOOTH AND

THIS ROUTE IS SHOWN ON THIS SHEET. DURING THE TIME THAT TRAFFIC IS DETOURED, THE

TO BE THE SECONDARY, UNSIGNED, DETOUR ROUTE OR "DESIGNATED LOCAL DETOUR ROUTE."

IN ADDITION TO THE OFFICIALLY SIGNED DETOUR ROUTE, A LOCAL ROUTE HAS BEEN DETERMINED

NOTICE OF CLOSURE SIGNS

A+B BIDDING CONTRACT TABLE

RE-OPEN THE ROADWAY ACCORDING TO THE TABLE AT RIGHT.

IMPACTS TO NEW LEXINGTON SCHOOL DISTRICT.

DISTRICT. THIS PROJECT SHALL DETOUR TRAFFIC ON S.R. 345 WHILE MINIMIZING

AS LISTED IN THE PROPOSAL. THIS PROJECT FALLS WITHIN THE NEW LEXINGTON SCHOOL

USE THE FOLLOWING INFORMATION IN COMBINATION WITH PROPOSAL NOTE A+B BIDDING

CLOSED WITHIN SHOWN WORK LIMITS

NO. PER-345-06.489 - 2 LANES OF S.R. 345

BRIDGE REPLACEMENT @ BRIDGE

DAYS

MINIMUM

DAYS

MAXIMUM

$ PER DAY

INCENTIVE

DAYS

INCENTIVE

MAXIMUM

WILL BE

CLOSED FOR

INFO:

DAYS

PER-345-06.489

BRIDGE NO.

PER-345-06.489

BRIDGE NO.

2 BUSINESS DAYS PRIOR TO CLOSURE 12 HOURS<

7 CALENDAR DAYS PRIOR TO CLOSURE> 12 HOURS & < 2 WEEKS

14 CALENDAR DAYS PRIOR TO CLOSURE 2 WEEKS>

CLOSURES

ROAD

RAMP &

SIGN DISPLAYED TO PUBLICDURATION OF CLOSUREITEM

NOTICE OF CLOSURE SIGN TIME TABLE

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

p w

\o h io d o t-p w

.b e n tl e y .c o m

:o h io d o t-p w

-0 \D o c u m e n ts

\0 A c ti v e P ro je c ts

\D is tr ic t \P e rr y \1

\4

-E n g in e e ri n g \M

O T

\S h e e ts

\1 M

D .d g n

M O

D E

L

S h e e t_

S u rv F t P

A P

E R

S

IZ

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T

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/2

E

:0

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V

O H

D O

T

P D

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N

T B

L

O H

D O

T

U T

P e n

.t b l U

S E

R

E ri c .J o h n s o n d o t.

o h io

.g

R K

S P

A C

E

O H

D O

T C

E v

R

K S

E T

O D

U C

T

O p e n

R o a d s D e s ig n e r

.0

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.2

ELJ

XXX

117969

P.7

M A

IN

T

E N

A N

C E

O F

T R

A F

F

IC

MM-DD-YY

40P E

R -3

-0

.4

REVIEWER

Wilbren

Rehoboth

Mainsville

Clover

Hill

Wesley

NorfolkSouthern

Ohio So uth ern

Rai lroa d

DETOUR

END

STATE DETOUR FOR BRIDGE NO. PER-345-06.467

M1-5-30-3 M1-5-30-3

R11-3A-60 R11-3A-60

M4-10L-48

W20-2-48

M4-8-24 M4-8-24 M4-8-24

M1-5-30-3 M1-5-30-3 M1-5-30-3

M6-3-21 M6-1-21 M6-1-21

M4-8-24 M4-8-24

M1-5-30-3 M1-5-30-3

M5-1-21 M5-1-21

1 2 3

5 7 96 8

M1-5-30-3

R11-3A-60

M4-10R-48

4345 345 345

345345345345345

DETOUR DETOUR DETOURDETOUR DETOUR

LOCAL TRAFFIC ONLY

ROAD CLOSED

## MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

## MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

## MILES AHEAD

DETOUR

1500 FT

DETOUR DETOUR

R11-2-48W20-3-48 W20-3-48

THESE SIGNS WILL BE PLACED AS PER STANDARD DRAWING MT-101.60

AT LOCATIONS WHERE MARKED ON THIS SHEET.

## - CONTRACTOR SHALL INSTALL ACCURATE MILEAGE NUMBERS ON SIGNS

NOTES:

CLOSED

ROAD

CLOSED

ROAD

AHEAD

CLOSED

ROAD

AHEAD

FEET

FEET

W16-2P-30 W16-2P-30

WORK

ROAD

AHEAD

WARNING LIGHT

TYPE A

WARNING LIGHT

TYPE A

W20-1-48

B = SIGN PLACED ON BOTH DETOURS

LEGEND

N = SIGN PLACED ON NORTHBOUND DETOUR

S = SIGN PLACED ON SOUTHBOUND DETOUR

S.R. 669 WESTBOUND TO S.R. 13 SOUTHBOUND TO S.R. 37 EASTBOUND.

SOUTHBOUND S.R. 345 STATE ROUTE DETOUR:

S.R. 37 WESTBOUND TO S.R. 13 NORTHBOUND TO S.R. 669 EASTBOUND.

NORTHBOUND S.R. 345 STATE ROUTE DETOUR:

PER-345-06.489

BRIDGE NO.

BARRICADES

TYPE III

S

S

S

S

N

N

N

N

N

S

S N

S

N

N

N

BB

B

B

M1-5-30-3

M4-8a

S

N

N

N

ONLY. EXACT LOCATIONS SHALL BE AS DIRECTED BY THE ENGINEER.

-SIGN LOCATIONS ON THIS SHEET ARE FOR REFERENCE PURPOSES

ROUTE BEING DETOURED

THE CORRESPONDING DETOUR INDICATING THE DIRECTION OF THE

CONTAIN DIRECTIONAL PLAQUES (E.G. "NORTH", "SOUTH") ALONG

-IN ADDITION TO THE SIGNS HEREIN, THE ASSUMBLIES SHALL

-NO SIGNS DETAILED ON THIS SHEET WILL BE SUPPLIED BY ODOT.

ADDITIONAL NOTES:

N

S

N

N

S

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

p w

\o h io d o t-p w

.b e n tl e y .c o m

:o h io d o t-p w

-0 \D o c u m e n ts

\0 A c ti v e P ro je c ts

\D is tr ic t \P e rr y \1

\4

-E n g in e e ri n g \M

O T

\S h e e ts

\1 M

D .d g n

M O

D E

L

M O

T S ig n s

P E

R S

IZ

E x

T E

/2 /2

E

:0

:5

T D

R V

O

H D

O T

P

D F

.p lt

N

T B

L

O H

D O

T

U T

P e n

.t b l U

S E

R

E ri c .J o h n s o n d o t.

o h io

.g

R K

S P

A C

E

O H

D O

T C

E v

R

K S

E T

O D

U C

T

O p e n

R o a d s D e s ig n e r

.0

.0

.2

ELJ

XXX

117969

P.8

M A

IN

T

E N

A N

C E

O F

T R

A F

F

IC

MM-DD-YY

40P E

R -3

-0

.4

AS PER PLAN

ITEM 614, PORTABLE CHANGEABLE MESSAGE SIGN,

DAY FOR DIFFERENT DAYS OF THE WEEK.

OR MESSAGES CHANGED AUTOMATICALLY AT DIFFERENT TIMES OF THE

LOGIC WHICH WILL ALLOW THE SIGN TO BE ACTIVATED, DEACTIVATED

THE PCMS SHALL CONTAIN AN ACCURATE CLOCK AND PROGRAMMING

THE COMPLETE MESSAGE FOR EACH PHASE TO BE READ AT LEAST TWICE.

MESSAGE PHASES SHALL BE SUPPORTED. PCMS FORMAT SHALL PERMIT

IN THE FIELD. THREE-LINE PRESENTATION FORMATS WITH UP TO SIX

COMPUTER. THE SIGN LEGEND SHALL BE CAPABLE OF BEING CHANGED

NOT BE LOST AS A RESULT OF POWER FAILURES TO THE ON-BOARD

MESSAGES. MESSAGE MEMORY OR PRE-PROGRAMMED DISPLAYS SHALL

CONFERENCE. THE SIGN SHALL HAVE THE CAPABILITY TO STORE UP TO 99

BE GIVEN TO THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION

ENGINEER. A LIST OF ALL REQUIRED PRE-PROGRAMMED MESSAGES WILL

ALL MESSAGES TO BE DISPLAYED ON THE SIGN WILL BE PROVIDED BY THE

PHONE.

TELEPHONE NOTIFICATION FROM THE PROJECT ENGINEER TO A DESIGNATED

MESSAGES WILL BE IMPLEMENTED WITHIN TWO HOURS FOLLOWING

THE CONTRACTOR SHALL IMPLEMENT A SYSTEM WHEREBY CHANGEABLE

TROUBLESHOOT THE UNIT, AND TO REVISE SIGN MESSAGES, IF NECESSARY.

INSTRUCTIONS TO ENABLE ODOT PERSONNELTO OPERATE AND

SHALL BE PROVIDED WITH APPROPRIATE TRAINING AND OPERATION

THE ENGINEER SHALL BE PROVIDED ACCESS TO EACH SIGN UNIT AND

PERIODS OF TIME, THE PCMS SHALL BE TURNED AWAY FROM ALL TRAFFIC.

SHALL BE TURNED OFF. ADDITIONALLY, WHEN NOT IN USE FOR EXTENDED

ACCOMMODATE CHANGED CONDITIONS. WHEN NOT IN USE, THE PCMS

OF THE ENGINEER, RELOCATE THE PCMS TO IMPROVE VISIBILITY OR

PROTECTED FROM TRAFFIC. THE CONTRACTOR SHALL, AT THE DIRECTION

THE PCMS SHALL BE LOCATED IN A HIGHLY VISIBLE POSITION YET

SIGNS BY THE CONTRACTOR SHALL BE AS DIRECTED BY THE ENGINEER.

PLACEMENT, OPERATION, MAINTENANCE AND ALL ACTIVATION OF THE

WITH CMS 614.03.

COMPANY. THE PCMS SHALL BE DELINEATED IN ACCORDANCE

POWERED BY AN ELECTRICAL SERVICE DROP FROM A LOCAL UTILITY

TROUBLESHOOT THE UNIT. THE SIGN SHALL ALSO BE CAPABLE OF BEING

INSTRUCTIONS TO ENABLE ONSITE PERSONNEL TO OPERATE AND

SHALL BE PROVIDED WITH APPROPRIATE TRAINING AND OPERATION

DARKNESS, AND A TAMPER AND VANDAL PROOF ENCLOSURE. EACH SIGN

FUNCTIONAL DIMMING MECHANISM, TO DIM THE SIGN DURING

EACH SIGN SHALL BE TRAILER-MOUNTED AND EQUIPPED WITH A

DISTANCES OF 800 FEET AND 650 FEET, RESPECTIVELY.

THE LIST CONTAINS CLASS A AND B UNITS WITH MINIMUM LEGIBILITY

AVAILABLE ON THE OFFICE OF MATERIALS MANAGEMENT WEB PAGE.

SHALL BE OF A TYPE SHOWN ON A LIST OF APPROVED PCMS UNITS

WHEN NO LONGER NEEDED, 2 CHANGEABLE MESSAGE SIGNS. THE SIGN

THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE,

(ESTIMATED 2 SIGNS X 1 MONTHS = 2 SNMT)

PERFORM THE ABOVE DESCRIBED WORK.

FUELS, LUBRICATING OILS, SOFTWARE, HARDWARE AND INCIDENTALS TO

UNIT PRICE. PAYMENT SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT,

PAYMENT FOR THE ABOVE DESCRIBED ITEM SHALL BE AT THE CONTRACT

THE DURATION OF THE PHASES WHEN THE PLAN REQUIRES THEIR USE.

OPERATION AND MAINTENANCE OF THESE SIGNS ON THE PROJECT FOR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR 24-HOUR-PER-DAY

MONEYS DUE, OR TO BECOME DUE THE CONTRACTOR ON HIS CONTRACT.

DUE TO THE CONTRACTOR'S NONCOMPLIANCE, WILL BE DEDUCTED FROM

THE ENTIRE COST TO CONTROL TRAFFIC, ACCRUED BY THE DEPARTMENT

DEPARTMENT TAKING APPROPRIATE ACTION TO SAFELY CONTROL TRAFFIC.

AN ORDER TO STOP WORK AND OPEN ALL TRAFFIC LANES AND/OR IN THE

12 HOURS, INCLUDING WEEKENDS. FAILURE TO COMPLY MAY RESULT IN

SHALL NOT RESULT IN THE SIGN BEING OUT OF SERVICE FOR MORE THAN

TO ASSURE PROMPT SERVICE IN THE EVENT OF FAILURE. ANY FAILURE

ARRANGEMENTS, WITH AN AUTHORIZED SERVICE AGENT FOR THE PCMS,

THE CONTRACTOR SHALL, PRIOR TO ACTIVATING THE UNIT, MAKE

THE CONTRACTOR IN ACCORDANCE WITH THE PROVISIONS OF CMS 614.07.

THE PCMS UNIT SHALL BE MAINTAINED IN GOOD WORKING ORDER BY

ENGINEER, OR EQUIVALENT, AND SHALL BE INSURED AGAINST THEFT.

EQUIVALENT) SHALL BE FURNISHED FOR USE BY THE DISTRICT TRAFFIC

REMOTE DATA INPUT DEVICE (LAPTOP COMPUTER PLUS MODEM OR

VERIFICATION OF CURRENT AND PROGRAMMED MESSAGES. ONE

TO TIME OF DAY PROGRAMS. THE SYSTEM SHALL ALSO PERMIT

ACTIVATION, MESSAGE CHANGES, MESSAGE ADDITIONS AND REVISIONS

WILL (IN ACTIVE CELLULAR PHONE AREAS) ALLOW REMOTE SIGN

THE PCMS SHALL CONTAIN A CELLULAR TELEPHONE DATA LINK WHICH

MESSAGE SIGN, AS PER PLAN

ITEM 614, PORTABLE CHANGEABLE

2 SNMT

ITEM 614 MAINTAINING TRAFFIC

IN THE PLAN.

FOR ITEM 614, MAINTAINING TRAFFIC, UNLESS SEPERATELY ITEMIZED

MATERIALS SHALL BE INCLUDED IN THE LUMP SUM CONTRACT PRICE

CONTROL DEVICES. PAYMENT FOR ALL LABOR, EQUIPMENT AND

SPECIFICATIONS, AS WELL AS THE OHIO MANUAL OF UNIFORM TRAFFIC

WITH C&MS 614 AND OTHER APPLICABLE PORTIONS OF THE

ALL WORK AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE

AND LOCATIONS AS SHOWN ON THE MOT SIGNAGE SHEET.

TRAFFIC CONTROL DEVICES, AND TYPE III BARRICADES OF THE TYPE

SIGN SUPPORTS, AS DETAILED IN THE OHIO MANUAL OF UNIFORM

THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN SIGNS AND

AFFECTED ROADS ARE CLOSED TO TRAFFIC.

SHOWN ON THE MOT SIGNAGE SHEET DURING PERIODS IN WHICH

LIGHTS, AS DETAILED IN TRAFFIC SCD MT-101.60 AT THE LOCATIONS

48 X 30 INCH ROAD CLOSED SIGNS, SIGN SUPPORTS, BARRICADES AND

THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN STANDARD

PROGRESS

OF TRAFFIC DEVICES SHALL BE COMMENSURATE WITH THE WORK IN

SHALL NOT BE PERMITTED. THE LEVEL OF UTILIZATION OF MAINTENANCE

WITHIN A REASONABLE TIME FRAME, AS DETERMINED BY THE ENGINEER,

OVER SEGMENTS OF THE PROJECT IN WHICH NO WORK IS ANTICIPATED

THE IMPACT TO THE TRAVELING PUBLIC. LANE CLOSURES OR RESTRICTIONS

BE AT THE APPROVAL OF THE ENGINEER. IT IS THE INTENT TO MINIMIZE

LENGTH AND DURATION OF LANE CLOSURES AND RESTRICTIONS SHALL

S.R. 345: JUST SOUTH OF BRIDGE NO. PER-345-06.489

S.R. 345: JUST NORTH OF BRIDGE NO. PER-345-06.489

CLOSED TO TRAFFIC.

LOCATIONS DURING PERIODS IN WHICH THE AFFECTED ROADS ARE

GATES AND LIGHTS, AS DETAILED IN SCD MT-101.60 AT THE FOLLOWING

48x30 INCHES ROAD CLOSED SIGNS, SIGN SUPPORTS, BARRICADES, THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN STANDARD

ROADWAY REMAINS CLOSED TO TRAFFIC BEYOND THE SPECIFIED TIME.

SHALL BE AS PER PROPOSAL NOTE 124 FOR EACH CALENDAR DAY THE

TRAFFIC MAY BE DETOURED AS PER PROPOSAL NOTE 124. DAMAGES

SHALL BE MAINTAINED AT ALL TIMES, EXCEPT FOR WHEN THROUGH

A MINIMUM OF ONE LANE OF TRAFFIC IN EACH DIRECTION ON S.R. 345

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

p w

\o h io d o t-p w

.b e n tl e y .c o m

:o h io d o t-p w

-0 \D o c u m e n ts

\0 A c ti v e P ro je c ts

\D is tr ic t \P e rr y \1

\4

-E n g in e e ri n g \M

O T

\S h e e ts

\1 M

N .d g n

M O

D E

L

S h e e t_

S u rv F t P

A P

E R

S

IZ

E x

T

E

/2

/2

E

:0

:5

T

D R

V

O H

D O

T

P D

F .p lt

N

T B

L

O H

D O

T

U T

P e n

.t b l U

S E

R

E ri c .J o h n s o n d o t.

o h io

.g

R K

S P

A C

E

O H

D O

T C

E v

R

K S

E T

O D

U C

T

O p e n

R o a d s D e s ig n e r

.0

.0

.2

ELJ

XXX

117969

P.9

M A

IN

T

E N

A N

C E

O F

T R

A F

F

IC

N O

T E

S

MM-DD-YY

40P E

R -3

-0

.4

DESIGNER

DESIGN AGENCY

TOTAL

p w

\o h io d o t-p w .b e n tl e y

.c o m :o h io d o t-p w -0

\D o c u m e n ts \0

A c ti v e P ro je c ts

\D is tr ic t

\P e rr y \1

\4

-E n g in e e ri n g

\R o a d w a y

\S h e e ts

\1

G

G

.d g n

M O

D E

L

S h e e t_

S u rv F t P

A P

E R

S

IZ

E x

T

E

/2

/2

E

:0

:0

T

D R

V

O H

D O

T

P D

F .p lt

N

T B

L

O H

D O

T

P e n

.t b l U

S E

R

E ri c .J o h n s o n d o t.

o h io

.g

R K

S P

A C

E

O H

D O

T C

E v

R

K S

E T

O D

U C

T

O p e n

R o a d s D e s ig n e r

.0

.0

.2

ELJ

XXX

117969

P.10

G E

N E

R A

L S

U M

M A

R Y

MM-DD-YY

40P E

R -3

-0

.4

REVIEWER

SHEET NUMBER PART.

ITEM

ITEM GRAND

UNIT DESCRIPTION

NO.

SEE SHEET

01/IMS EXT TOTAL

ROADWAY

201 11000 LS CLEARING AND GRUBBING

202 22900 SY APPROACH SLAB REMOVED

202 23500 SY WEARING COURSE REMOVED

202 38000 FT GUARDRAIL REMOVED

203 10001 CY EXCAVATION, AS PER PLAN

203 20001 CY EMBANKMENT, AS PER PLAN

204 10000 SY SUBGRADE COMPACTION

209 15000 STA RESHAPING UNDER GUARDRAIL

606 15050 FT GUARDRAIL, TYPE MGS

606 26000 EACH ANCHOR ASSEMBLY, TYPE B

606 32160 EACH BRIDGE TERMINAL ASSEMBLY, TYPE TST

EROSION CONTROL

659 00510 SY SEEDING AND MULCHING, CLASS 2

659 20000 TON COMMERCIAL FERTILIZER

659 31000 ACRE LIME

659 35000 MGAL WATER

832 30000 EACH EROSION CONTROL

PAVEMENT

255 20000 FT FULL DEPTH PAVEMENT SAWING

407 20000 GAL NON-TRACKING TACK COAT

441 70100 CY ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG70-22M

441 70200 CY ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (449)

441 70300 CY ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (449)

TRAFFIC CONTROL

618 40100 FT RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE)

630 03101 FT GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN

630 80100 SF SIGN, FLAT SHEET

642 00104 MILE EDGE LINE, 6", TYPE 1

642 00204 MILE LANE LINE, 6", TYPE 1

STRUCTURE OVER 20 FOOT SPAN (6402666)

INCIDENTALS

614 11000 LS MAINTAINING TRAFFIC

623 10001 LS CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN

623 50000 LS PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT

623 51000 LS POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT

624 10000 LS MOBILIZATION

DESIGNER

DESIGN AGENCY

TOTAL

p w

\o h io d o t-p w

.b e n tl e y .c o m

:o h io d o t-p w

-0 \D o c u m e n ts

\0 A c ti v e P ro je c ts

\D is tr ic t \P e rr y \1

\4

-E n g in e e ri n g \R o a d w a y \S h e e ts

\1 G

C .d g n

M O

D E

L

S h e e t_

S u rv F t P

A P

E R

S

IZ

E x

T

E

/2

/2

E

:0

:0

T

D R

V

O H

D O

T

P D

F .p lt

N

T B

L

O H

D O

T

P e n

.t b l U

S E

R

E ri c .J o h n s o n d o t.

o h io

.g

R K

S P

A C

E

O H

D O

T C

E v

R

K S

E T

O D

U C

T

O p e n

R o a d s D e s ig n e r

.0

.0

.2

ELJ

XXX

117969

P.11

C A

L C

U L

A T

IO

N

S

MM-DD-YY

40P E

R -3

-0

.4

CURVE DATA

P.I. = STA. 373+29.30

Δ = 06°39'00" RT

Dc = 02°00'00" R = 2,864.79' T = 166.44' L = 332.5' E = 4.83'

P T S

TA

. 3

.3

373 374

M O

D E

L

C L

X

S R

P la n

S h e

P

E R

S

IZ

E x2

T E

/2 /2

E

:0

:1

T D

R V

O

H D

O T

P

D F

.p ltc

N T

B L

O

H D

O T

U

T P e n

.t b l U

S E

R

E ri c.

Jo h n so n d o t.

o h io

.g o v W

O R

K S

P A

C E

O

H D

O T

C E v0

R

K S

E T

O D

U C

T

O p e n

R o a d sD e si g n e r

.0

.0

.2

N

S C

A L E

I N

F E

E T

H O

R

IZ

O N

T A

L

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

S T

A

.0

T

O S

T A

.0

ELJ

XXX

117969

P.12

P L

A N

A N

D P

R O

F

IL

E

S .R

MM-DD-YY

40P E

R -3

-0

.4

REVIEWER

TO REMAIN

WATER LINE

EXISTING

372 373 374 375 825 825

830 830

835 835

840 840

845 845

850 850

855 855

860 860

865 865

870 870

.1

.4

.8

.1

.5

.8

.3

.9

.6

.6

.6

.8

M

A T C

H L

IN

E S

TA

N17°37'40"E

376 377 378 379 380 381 1,051.74'

M O

D E

L

C L

X S

R

P la n

S h e

P

E R

S

IZ

E x

T

E

/2

/2

T

IM

E

:0

:1

P

M

P

L T

D R

V

O H

D O

T P

D F

.p lt

N

T B

L

O H

D O

T U

T P e n .t b l

U S

E R

E ri c .J o h n s o n d o t.

o h io

.g o v

W

O R

K S

P A

C E

O

H D

O T

C E v

W

O R

K S

E T

P

R O

D U

C T

O p e n R o a d s D e s ig n e r

.0

.0

.2

N

S C

A L

E I

N F

E E

T

H O

R

IZ

O N

T A

L

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

S T

A

.0

T

O S

T A

.0

ELJ

XXX

117969

P.13

P L

A N

A N

D P

R O

F

IL

E

S .R

MM-DD-YY

40P E

R -3

-0

.4

REVIEWER

DO NOT DISTURB

WETLANDS

S.L.M. 6.45

STA. 375+75.00

BEGIN WORK

S.L.M. 6.48

STA. 377+50.00

BEGIN PROJECT

SFN: 6402666

BRIDGE NO. PER-345-06.489

S.L.M. 6.51

STA. 379+00.00

END PROJECT

S.L.M. 6.55

STA. 380+75.00

END WORK

LIMITS

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

CONSTRUCTION

LIMITS

CONSTRUCTION

PROJECT LIMITS (450'-0")

RESURFACING (150'-0")" FDR8

35'-0A.S.

FWD.

15'-0"

")8

BRIDGE LIMITS (55'-7A.S.

REAR

15'-0"

29'-4" FDRRESURFACING (150'-0")

837.7'

OHWM 9/11/25

837.7'

OHWM 9/11/25

B U

C K E Y E F

O R

K

TO REMAIN

TELEPHONE

ELECTRIC &

OVERHEAD

TO REMAIN

ELECTRIC

OVERHEAD

TO REMAIN

TELEPHONE

BURIED

TO REMAIN

TELEPHONE

BURIED

TO REMAIN

TELEPHONE

OVERHEAD

TO REMAIN

TELEPHONE

ELECTRIC &

OVERHEAD

TO REMAIN

WATER LINE

EXISTING

TO REMAIN

TELEPHONE

ELECTRIC &

OVERHEAD

TO REMAIN

TELEPHONE

BURIED

TO REMAIN

WATER LINE

EXISTING

TO REMAIN

TELEPHONE

BURIED

TO REMAIN IN PLACE

EXISTING POLE

TO REMAIN IN PLACE

EXISTING POLE

CROSSING TO REMAIN

BURIED TELEPHONE

TO REMAIN

CROSSING

TELEPHONE

ELECTRIC &

OVERHEAD

TO REMAIN IN PLACE

EXISTING POLE

376 377 378 379 380 381

825 825

830 830

835 835

840 840

845 845

850 850

855 855

860 860

865 865

870 870

.8

.1

.5

.1

.6

.2

.9

.7

.6

.6

.2

.9

.7

.8

.8

.9

.0

.2

.5

.8

.2

.6

.0

-1.90% +0.15%+0.15% +1.18%

.5

.1

.6

.3

.0

.9

.8

.8

.8

.8

.9

.9

.0

.1

.2

.4

.6

.9

.2

.2

V P

I 3

.0

V P

I 3

.0

E le v . 8

.5

E le v . 8

.2

-1.90%

+0.15% +1.18%

.0

.0

.1

.9

.0

.0

.8

.9

-2.11% +1.49%

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S T

A

381 382 383 384

O

D E

L

C L

X S

R

P la n

S h e

P

E R

S

IZ

E x

T

E

/2

/2

T

IM

E

:0

:1

P

M

P

L T

D R

V

O H

D O

T P

D F

.p lt

N

T B

L

O H

D O

T U

T P e n .t b l

U S

E R

E ri c .J o h n s o n d o t.

o h io

.g o v

W

O R

K S

P A

C E

O

H D

O T

C E v

W

O R

K S

E T

P

R O

D U

C T

O p e n R o a d s D e s ig n e r

.0

.0

.2

N

S C

A L

E I

N F

E E

T

H O

R

IZ

O N

T A

L

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

S T

A

.0

T

O S

T A

.0

ELJ

XXX

117969

P.14

P L

A N

A N

D P

R O

F

IL

E

S .R

MM-DD-YY

40P E

R -3

-0

.4

REVIEWER

TO REMAIN

TELEPHONE

BURIED

TO REMAIN

TELEPHONE

ELECTRIC &

OVERHEAD

TO REMAIN

TELEPHONE

ELECTRIC &

OVERHEAD

TO REMAIN

WATER LINE

EXISTING

381 382 383 384

825 825

830 830

835 835

840 840

845 845

850 850

855 855

860 860

865 865

870 870

.0

.4

.9

.5

.0

.6

.2

.9

.8

.9

.0

.6

.0

.5

M A

T C

H L

IN

E

S T

A

X

S H

E X

S H

375+50.00

60 50 40 30 20 10 0 10 20 30 40 50 60830 830

835 835

840 840

845 845

850 850

855 855

E X

S H

E X

S H

375+75.00

60 50 40 30 20 10 0 10 20 30 40 50 60830 830

835 835

840 840

845 845

850 850

855 855

E X

S H

E X

S H

M O

D E

L

C L

X

S R

.0

S h e

P

E R

S

IZ

E x

T

E

/2

/2

E

:0

:2

T

D R

V

O H

D O

T

P D

F .p lt

N

T B

L

O H

D O

T

P e n

.t b l U

S E

R

E ri c .J o h n s o n d o t.

o h io

.g

R K

S P

A C

E

O H

D O

T C

E v

R

K S

E T

O D

U C

T

O p e n

R o a d s D e s ig n e r

.0

.0

.2

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

S T

A

.0

T

O S

T A

.0

ELJ

XXX

117969

P.15

C R

O S

S S

E C

T

IO

N S

S

.R

MM-DD-YY

40P E

R -3

-0

.4

REVIEWER

DO NOT DISTURB

WETLANDS

DO NOT DISTURB

WETLANDS

C/L C/L

C/L C/L

ITEM 202 - PAVEMENT REMOVED

F-0 F-0

3.50% 0.65%

846.60

376+00.00

60 50 40 30 20 10 0 10 20 30 40 50 60830 830

835 835

840 840

845 845

850 850

855 855

846.60

S H

E X

S H

1.56% 1.56% 8.00%

846.12

376+25.00

60 50 40 30 20 10 0 10 20 30 40 50 60830 830

835 835

840 840

845 845

850 850

855 855

846.10

E X

S H

E X

S H

2.0 :1

4.00% 1.56% 1.56% 4.00% 8.00%

845.69

376+50.00

60 50 40 30 20 10 0 10 20 30 40 50 60830 830

835 835

840 840

845 845

850 850

855 855

845.66

E X

S H

E X

S H

M O

D E

L

C L

X

S R

.0

S h e

P

E R

S

IZ

E x

T

E

/2

/2

E

:0

:2

T

D R

V

O H

D O

T

P D

F .p lt

N

T B

L

O H

D O

T

P e n

.t b l U

S E

R

E ri c .J o h n s o n d o t.

o h io

.g

R K

S P

A C

E

O H

D O

T C

E v

R

K S

E T

O D

U C

T

O p e n

R o a d s D e s ig n e r

.0

.0

.2

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

S T

A

.0

T

O S

T A

.0

ELJ

XXX

117969

P.16

C R

O S

S S

E C

T

IO

N S

S

.R

MM-DD-YY

40P E

R -3

-0

.4

REVIEWER

DO NOT DISTURB

WETLANDS

DO NOT DISTURB

WETLANDS

DO NOT DISTURB

WETLANDS

C/L

C/L

C/L C/L

C/L

C/L

ITEM 202 - PAVEMENT REMOVED

F-5 F-5

F-7 F-5

F-2 F-5

C-4 C-10

C-10C-5

C-5 C-9

2.0 :1 8.00% 4.00% 1.56% 1.56% 4.00% 8.00%

845.34

376+75.00

60 50 40 30 20 10 0 10 20 30 40 50 60830 830

835 835

840 840

845 845

850 850

845.27

S H

2.0 :1

8.00% 4.00% 1.56% 1.56% 4.00% 8.00%

845.08

377+00.00

60 50 40 30 20 10 0 10 20 30 40 50 60830 830

835 835

840 840

845 845

850 850

855 855

2.0 :1

844.91

E X

S H

8.00% 4.00% 1.56% 1.56% 4.00% 8.00% 2.0:1

844.90

377+25.00

60 50 40 30 20 10 0 10 20 30 40 50 60830 830

835 835

840 840

845 845

850 850

844.72

E X

S H

E X

S H

E X

S H

E X

S H

M O

D E

L

C L

X

S R

.0

S h e

P

E R

S

IZ

E x

T

E

/2

/2

E

:0

:2

T

D R

V

O H

D O

T

P D

F .p lt

N

T B

L

O H

D O

T

P e n

.t b l U

S E

R

E ri c .J o h n s o n d o t.

o h io

.g

R K

S P

A C

E

O H

D O

T C

E v

R

K S

E T

O D

U C

T

O p e n

R o a d s D e s ig n e r

.0

.0

.2

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

S T

A

.0

T

O S

T A

.0

ELJ

XXX

117969

P.17

C R

O S

S S

E C

T

IO

N S

S

.R

MM-DD-YY

40P E

R -3

-0

.4

REVIEWER

DO NOT DISTURB

WETLANDS

DO NOT DISTURB

WETLANDS

DO NOT DISTURB

WETLANDS

C/L C/L

C/L C/L

C/LC/L

ITEM 202 - PAVEMENT REMOVED

F-6 F-8

F-7 F-5

F-7 F-5

C-9C-7

C-6 C-10

C-10C-5

2.0 :1

8.00% 4.00% 1.56% 1.56% 4.00% 8.00%

2.0:1

844.81

377+50.00

60 50 40 30 20 10 0 10 20 30 40 50 60830 830

835 835

840 840

845 845

850 850

844.61

S H

E X

S H

M O

D E

L

C L

X

S R

.0

S h e

P

E R

S

IZ

E x

T

E

/2

/2

E

:0

:2

T

D R

V

O H

D O

T

P D

F .p lt

N

T B

L

O H

D O

T

P e n

.t b l U

S E

R

E ri c .J o h n s o n d o t.

o h io

.g

R K

S P

A C

E

O H

D O

T C

E v

R

K S

E T

O D

U C

T

O p e n

R o a d s D e s ig n e r

.0

.0

.2

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

S T

A

.0

ELJ

XXX

117969

P.18

C R

O S

S S

E C

T

IO

N S

S

.R

MM-DD-YY

40P E

R -3

-0

.4

REVIEWER

DO NOT DISTURB

WETLANDS

C/L C/L

ITEM 202 - PAVEMENT REMOVED

STA. 378+49.95 TO STA. 378+64.95 = FWD. APPROACH SLAB LIMITS

STA. 377+94.34 TO STA. 378+49.95 = BRIDGE LIMITS

TO STA. 377+94.34 = REAR APPROACH SLAB LIMITS377+79.34STA.

F-11 F-11

C-11 C-13

1.56% 1.56% 4.00%

2.0 :1

8.00% 4.00%

2.0:1

844.81

377+75.00

60 50 40 30 20 10 0 10 20 30 40 50 60830 830

835 835

840 840

845 845

850 850

8.00%

844.66

S H

E X

S H

8.00% 4.00% 1.56% 1.56% 4.00% 8.00% 2.0:1

844.96

378+75.00

60 50 40 30 20 10 0 10 20 30 40 50 60820 820

825 825

830 830

835 835

840 840

845 845

850 850

844.84

E X

S H

E X

S H

M O

D E

L

C L

X

S R

.0

S h e

P

E R

S

IZ

E x

T

E

/2

/2

E

:0

:3

T

D R

V

O H

D O

T

P D

F .p lt

N

T B

L

O H

D O

T

P e n

.t b l U

S E

R

E ri c .J o h n s o n d o t.

o h io

.g

R K

S P

A C

E

O H

D O

T C

E v

R

K S

E T

O D

U C

T

O p e n

R o a d s D e s ig n e r

.0

.0

.2

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

S T

A

.0

T

O S

T A

.0

ELJ

XXX

117969

P.19

C R

O S

S S

E C

T

IO

N S

S

.R

MM-DD-YY

40P E

R -3

-0

.4

REVIEWER

C/L

C/L C/L

C/L

ITEM 202 - PAVEMENT REMOVED

STA. 378+49.95 TO STA. 378+64.95 = FWD. APPROACH SLAB LIMITS

STA. 377+94.34 TO STA. 378+49.95 = BRIDGE LIMITS

TO STA. 377+94.34 = REAR APPROACH SLAB LIMITS377+79.34STA.

F-4 F-8

F-3 F-11

C-16

C-17 C-17

C-16

8.00% 4.00% 1.56% 1.56% 4.00% 8.00% 2.0:1

845.02

379+00.00

60 50 40 30 20 10 0 10 20 30 40 50 60825 825

830 830

835 835

840 840

845 845

850 850

844.89

S H

8.00% 4.00% 1.56% 1.56% 4.00% 8.00% 2.0:1

845.12

379+25.00

60 50 40 30 20 10 0 10 20 30 40 50 60830 830

835 835

840 840

845 845

850 850

855 855

844.94

E X

S H

8.00% 4.00% 1.56% 1.56% 4.00% 8.00%

2.0:1

845.26

379+50.00

60 50 40 30 20 10 0 10 20 30 40 50 60830 830

835 835

840 840

845 845

850 850

855 855

845.05

E X

S H

E X

S H

E X

S H

E X

S H

M O

D E

L

C L

X

S R

.0

S h e

P

E R

S

IZ

E x

T

E

/2

/2

E

:0

:3

T

D R

V

O H

D O

T

P D

F .p lt

N

T B

L

O H

D O

T

P e n

.t b l U

S E

R

E ri c .J o h n s o n d o t.

o h io

.g

R K

S P

A C

E

O H

D O

T C

E v

R

K S

E T

O D

U C

T

O p e n

R o a d s D e s ig n e r

.0

.0

.2

PROJECT ID

SHEET

DESIGNER

DESIGN AGENCY

TOTAL

S T

A

.0

T

O S

T A

.0

ELJ

XXX

117969

P.20

C R

O S

S S

E C

T

IO

N S

S

.R

MM-DD-YY

40P E

R -3

-0

.4

REVIEWER