SP 1302-1 · SUSPEND PROJECT RESUME PROJECT STA. 1205+50.00 C r e e k 121 127 127 47 121 Stelvideo Horatio Pikeville Beamsville Dawn R I C H L A N D Versailles DAR-121-(21.73)(22.83)

CO

NS

TR

UC

TIO

N P

ROJE

CT

NO.

RAIL

RO

AD IN

VO

LV

EM

EN

TF

ED

ER

AL P

ROJE

CT

NO.

PID

NO.

STATE OF OHIO

DEPARTMENT OF TRANSPORTATION

N

800-2020

832

BP-1.1

BP-2.1

BP-3.1

CB-2.1

CB-2.2

DM-1.1

DM-4.4

MGS-2.1

HW-2.1

HW-2.2

LA-1.1

LA-1.2

MH-1.1

MH-1.2

MH-1.3

TC-41.20

TC-41.40

TC-42.20

TC-52.10

TC-52.20

TC-71.10

MGS-1.1

7/28/00

7/19/13

10/15/10

1/18/13

7/19/13

10/18/13

10/18/13

10/18/13

10/18/13

PROJECT EARTH DISTURBED AREA:

NOTICE OF INTENT EARTH DISTURBED AREA:

3.1 ACRES

0.5 ACRES

SCALE IN MILES

0 1 2 3 4

PORTION TO BE IMPROVED

INTERSTATE HIGHWAY

COUNTY & TOWNSHIP ROADS

OTHER ROADS

CURRENT ADT (2016)

DESIGN YEAR ADT (20 )

DESIGN HOURLY VOLUME (20 )

DIRECTIONAL DISTRIBUTION

TRUCKS (24 HOUR B&C)

DESIGN SPEED

LEGAL SPEED

DESIGN FUNCTIONAL CLASSIFICATION:

06 MINOR COLLECTOR (URBAN)

NHS PROJECT

2940

4494

449

50%

3%

35 MPH

NO

JOHN J. DOE CONSULTING, INC.

9999 ENGLISH DRIVE

COMPUTERLAND, OHIO 00000

SIGNED:

DATE:

STANDARD CONSTRUCTION DRAWINGS

FEDERAL ROUTES

STATE ROUTES

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

LIMITED ACCESS

TITLE SHEET 1

SCHEMATIC PLAN 2

TYPICAL SECTIONS 3-4

GENERAL NOTES 5

MAINTENANCE OF TRAFFIC 6-7

GENERAL SUMMARY 8

PROJECT SITE PLAN 9

PLAN AND PROFILE 10

CROSS SECTIONS 11-17

SIDE APPROACHES 18-25

SUPERELEVATION TABLE 26-30

DRIVE DETAILS 31

DRAINAGE DETAILS 32-37

TRAFFIC CONTROL 38-39

RIGHT OF WAY 40-50

SOIL PROFILES

SPECIFICATIONS

SUPPLEMENTAL

PROVISIONS

SPECIAL

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

2019 SPECIFICATIONS

PLANS AND CHANGES LISTED IN THE PROPOSAL SHALL

SUPPLEMENTAL SPECIFICATIONS LISTED IN THE

GOVERN THIS IMPROVEMENT.

EARTH DISTURBED AREAS

Before You Dig

Before You Dig

Contact Two Working Days

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

UNDERGROUND UTILITIES

SP 1302-1

DATE: JULY 2020

TROL SIGNS AND PAVEMENT MARKINGS.

SYSTEM, CURB AND GUTTER, SIDEWALK, TRAFFIC CON-

ING AND RESURFACING, INCLUDING NEW STORM SEWER

UPGRADING 0.44 MILE OF FERNWOOD ROAD BY WIDEN-

DATE MAYOR, VILLAGE OF WINTERSVILLE

APPROVED

THE CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT

ESTIMATES

PROVISIONS FOR THE MAINTENANCE AND SAFETY OF

TRAFFIC WILL BE AS SET FORTH ON THE PLANS AND

I HEREBY APPROVE THESE PLANS AND DECLARE THAT

THE MAKING OF THIS IMPROVEMENT WILL NOT REQUIRE

11/11/19

APPROVED

DATE DISTRICT DEPUTY DIRECTOR

APPROVED

DATE DIRECTOR, DEPARTMENT OF

TRANSPORTATION

* *

REGISTERE

D

ST

ATE OF OHIO

PR

OFE

SSIONAL ENGINEER

X-000000

DOE

JOHN J.

3R PROJECT

DR.

BEGIN PROJECT

STA. 11+70

END PROJECT

STA. 34+70

CROSS CREEK TWP.

VILLAGE OF

WINTERSVILLE

22

43

PO

WELLS

LA

NE

FO

RES

T

ST.

ST.

ST.

ST.

RO

BE

RT

S

ELS

WO

RT

H

FL

OY

D

SUNSET

GR

OV

ES

ST.

ST.

CHURCH

LO

NG

SCHOOL

ST.

McCOY'S

WE

L

ERWIN

PA

Y

ST.

GR

UM

PS

LA

NE

ST.

Mc

CO

Y'S

ST.

ALLEY DR.

RAINBOWRD.

INS

ST

AR

DU

ST

KY

LE

ST.

RD.

AVE.

McCONNELL

ALICELAND

DR.

LA

NE

BROOK DR.

EISENHOWERDR.

CE

ME

TE

RY

SIMPSON

PA

TT

ON

AV

E.

DR.

TE

RR

AC

E

PARKV

IEW

AVE.

RD.

FE

RN

WO

OD

DAY

CIRCLE

REX

AVE.

ST

AR

DU

ST

MI

WL

KY

YA

DR.

TW

OA

CRE

DR.

BL

VD.

WA

RRE

N

TROY PLACE LA

NE

S. AVALON ST.

LE

ON

AR

D

N. AVALON ST.

ST.

VILLAGE OF WINTERSVILLE

CROSS CREEK TOWNSHIP

JEF-FERNWOOD RD.

JEFFERSON COUNTY

EARTH

REINFORCED

PERMIT

WATERWAY

4/17/20

7/17/15

7/18/08

1/15/16CB-2.3

1/15/16

1/15/16 7/21/17

1/15/16

1/15/16

1/15/16

BP-4.1

BP-5.1

BP-7.1

7/19/13

1/18/19

7/20/18

7/15/16

1/16/09

MGS-4.2

MGS-5.3

5/27/17

1/23/18

7/20/18

1/19/18

MT-105.10

BP-2.2

NO

NE

E025 (76

2)

1554

9

PLAN PREPARED BY:

1

50

JE

F-F

ER

NW

OO

D

RD.

LATITUDE: 40°22'20" LONGITUDE: 80°42'05"

ENGINEERS SEAL:

PROJECT DESCRIPTION

3.6 ACRES

APPROVAL

DATES

6-27-19

SHEET

NUMBER

2

DESIGN FEATURE

6-27-19

10, 12

HORIZONTAL: Superelevation

VERTICAL: Stopping Sight Distance

ADA DESIGN WAIVER 1/19/18

1/19/18

1/17/20

7/20/18

7/20/18

10/19/18NONE REQUIRED

CO

NS

TR

UC

TIO

N P

ROJE

CT

NO.

RAIL

RO

AD IN

VO

LV

EM

EN

TF

ED

ER

AL P

ROJE

CT

NO.

PID

NO.

STATE OF OHIO


RICHLAND TOWNSHIP

N

DARKE COUNTY

800-2016 10/19/18

832 10/19/18



5.4 ACRES

2.1 ACRES

7.5 ACRES

SCALE IN MILES

0 1 2 3 4


INTERSTATE HIGHWAY


OTHER ROADS

CURRENT ADT (2013)

DESIGN YEAR ADT (2033)

DESIGN HOURLY VOLUME (2033)



DESIGN SPEED

LEGAL SPEED


05 MAJOR COLLECTOR (RURAL)

NHS PROJECT

1460

2040

204

55%

2%

55MPH

55MPH

NO

JOHN DOE CONSULTING, INC.

9999 ENGLISH DRIVE


SIGNED:

DATE:

SIGNED:

DATE:


IMPROVEMENT OF 0.07 MILE OF STATE ROUTE 121 BY

THE STILLWATER RIVER, INCLUDING APPROACH RECON-

STRUCTION.

FEDERAL ROUTES

STATE ROUTES

LOCATION MAP

DESIGN DESIGNATION

INDEX OF SHEETS:

PROJECT DESCRIPTION

SPECIFICATIONS

SUPPLEMENTAL

PROVISIONS

SPECIAL




2016 SPECIFICATIONS





Before You Dig

Before You Dig


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


OVER 20' SPAN

FOR STRUCTURES

OVER 20' SPAN

EXCEPT STRUCTURES

FOR ENTIRE PLAN

* *

RE

ISTERE

D

ST

ATE OF OIO

POFE

SIONAL EGI

NEE

X-000000

SMITH

JANE C.

G

H

R

S N

R

* *

REGISTERE

D

ST

ATE OF OHIO

PR

OFE

SSIONAL ENGINEER

X-000000

DOE

JOHN J.

PLAN PREPARED BY:

ENGINEERS SEAL:

ENGINEERS SEAL:

Airport

DarkeCountyS

tillwater

River

Bolton

Harris

Swa

mp

Creek

C-35

C-287

C-287

BE

AM

RD.

C-14

C-14

DEMMING RD.

C-98

C

GREENVILLE

ST. MARY'SRD.

C-35

UNION CITY

BEAMSVILLE-

RD.

C-75

BEAMSVILLE -WEBSTER

C-75

C-75

RD.

BEAMSVILLE-

C-230

C-98

B

GREENVILLE

ST. MARY'SRD.

C-98

A

C-9C-9

HORATIO - HARRIS CREEK RD.

HORATIO -C-34

C-10

0C-10

0

BO

YE

RR

D.

RD.

C-34

AR

CA

NU

M -

C-16

6

RD.

C-12

6

HO

RA

TIO

RD.

C-211

CSXT

BEGIN PROJECT

STA. 1147+25.00

END PROJECT

STA. 1207+84.73

STA. 1148+75.00

SUSPEND PROJECT RESUME PROJECT

STA. 1205+50.00

Cree

k

121127

127

47

121

HoratioStelvideo

Pikeville

Beamsville

Dawn

R I C H L A N D

Versailles

DAR-121-(21.73)(22.83)

SP 1302-2



APPROVED

APPROVED


TRANSPORTATION


THE MAKING OF THIS IMPROVEMENT WILL REQUIRE THE

CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT DE-

TOURS WILL BE PROVIDED, AS INDICATED ON SHEET 1.

NO

NE

DA

R-121-(21.7

3)(22.8

3)

14

653

NO

N-F

ED

ER

AL

36

1

PERMIT

11-11-18

11-11-18 1/23/16

WATERWAY

TITLE SHEET 1

SCHEMATIC PLAN 2


GENERAL NOTES 5

MAINTENANCE OF TRAFFIC 6

GENERAL SUMMARY 8

PROJECT SITE PLAN 9

PLAN AND PROFILE 10-17


23-25

25-30

CHANNEL CROSS SECTIONS

RIGHT OF WAY 31-36

SOIL PROFILES

STRUCTURES OVER 20 FOOT SPAN

BP-4.1 7/19/13

DM-1.1 7/21/18

DM-4.1 7/20/18

1/19/18

1/19/18

7/19/13

7/15/16

LA-1.1 10/15/10

LA-1.2 1/16/09

WQ-1.1 1/18/13

WQ-1.2 1/15/16

AS-1-81 1/18/13

EXJ-4-87 1/19/18

PSBD-2-07 7/20/18

TST-1-99 7/20/18MGS-1.1

MGS-2.1

MGS-4.2

MGS-5.3

BP-3.1 7/18/14

DATE: JUL. 2020

REPLACEMENT OF TWO STRUCTURES OVER A BRANCH OF

DESIGN EXCEPTIONS:

ADA DESIGN WAIVERS:

NONE REQUIRED

NONE REQUIRED

STATE OF OHIO


N



1.5 ACRES

0.7 ACRES

SCALE IN MILES

0 1 2 3 4


INTERSTATE HIGHWAY


OTHER ROADS

CURRENT ADT (2018)





DESIGN SPEED

LEGAL SPEED


06 MINOR COLLECTOR (RURAL)

NHS PROJECT

1270

2240

224

60%

5%

55 MPH

55 MPH

NO

PLAN PREPARED BY:

JOHN DOE ENGINEERING, INC.

9999 ENGLISH DRIVE



FEDERAL ROUTES

STATE ROUTES

NONE REQUIRED

ENGINEERS SEAL:

ENGINEERS SEAL:

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

PROJECT DESCRIPTION

TITLE SHEET 1

SCHEMATIC PLAN 2

TYPICAL SECTIONS 3

GENERAL NOTES 4


GENERAL SUMMARY 8

PROJECT SITE PLAN 9



TRAFFIC CONTROL 14

STRUCTURES OVER 20 FOOT SPAN 15-21

RIGHT OF WAY 22-28

SOIL PROFILES

SPECIFICATIONS

SUPPLEMENTAL




2019 SPECIFICATIONS


Before You Dig

Before You Dig


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


CO

NS

TR

UC

TIO

N P

ROJE

CT

NO.

RAIL

RO

AD IN

VO

LV

EM

EN

TF

ED

ER

AL P

ROJE

CT

NO.

PID

NO.

BP-4.1 7/19/13

BP-5.1

DM-1.1 1/18/13

DM-4.4 7/20/12

1/19/18

1/19/18

RM-4.2

CPA-1-08 7/18/08

CS-1-08 7/18/08

MT-96.11

MT-96.20

MT-96.26

1/18/19

MGS-1.1

MGS-2.1

MGS-3.1

MGS-4.2

MGS-5.3

1/19/18

7/19/13

7/15/16

7/15/16

7/19/13

7/18/14

BP-3.1 7/18/14

4/18/14

832 10/19/18

800-2020 4/17/20

TITLE SHEET

22512

E073 (34

5)

O

HIO

CE

NT

RA

L

R.R.

TU

S-9

3-8.0

2


APPROVED

TRANSPORTATION


APPROVED

ESTIMATES.






SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PLANS

AND CHANGES LISTED IN THE PROPOSAL SHALL GOVERN

THIS IMPROVEMENT.

THE BRIDGE DECK AND APPROACH SLABS.

SP 1302-3

DATE: JULY 2020

OH

CR

Cree

k

RD.

C-94

C-73

C-46

S.39R.

C-78RD.

BOTTOM

WI

NK

LLPE E

KC

STA.425+71.48

END PROJECT

STA.423+45.60

BEGIN PROJECT

39

39

93

516

516

93

S U G A R C R E E K

W A Y N E

C-73

C-77

RD.

C-77

BR

OA

DR

UN

PR

YSI

C-73

C-73

C-75

C-75

COURSE RD.

KLE

P

RD

LECK

GOLF

C-75

RD.VALLEY

Creek

WIN

C-139

OLD

C-79

RD.

DAIR

Y

C-78

MillsS.

Fork

C-73

C-76

RD.

BarrsLSRSBAR

MIL

C-73

RD.

Waln

ut

Sugar

C-94

WALN

UT

CREEK

Creek

C-98

RUNCHERRY

DUNDEE- RD.

Dundee

STRASBURGC-94

Cherry

Run

Turkeyfoot

C-94

RD. C-98

Broa

d

C-73Winfield

C-80

C-78

-

C-78

WIN

FIE

LD

ST

RAS

BU

RG

WINKLEPLECK RD.

Brandy

wine

C-139

C-78

OHIO CENTRAL RAILROAD

SEPARATED CROSSING WITH THE

RECONSTRUCTION OF EXISTING

TUSCARAWAS COUNTY

WAYNE TOWNSHIP

* *

RE

ISTERE

D

ST

ATE OF OIO

POFE

SIONAL EGI

NEE

X-000000

SMITH

JANE C.

OVER 20 FOOT SPAN

EXCEPT STRUCTURES

FOR ENTIRE PLAN

6/11/20

SIGNED:

DATE:

G

H

R

S N

R

OVER 20 FOOT SPAN

FOR STRUCTURES

6/11/20

SIGNED:

DATE:

* *

REGISTERE

D

ST

ATE OF OHIO

PR

OFE

SSIO L ENGINEER

X-000000

DOE

JOHN J.

NA

REHABILITATION OF THE EXISTING STRUCTURE OVER

THE OHIO CENTRAL RAILROAD BY REPLACEMENT OF

TUS-93-8.02


1

28

2.2 ACRES

PROVISIONS

SPECIAL

WATERWAY PERMIT

1/23/18

ADA DESIGN WAIVERS

NONE REQUIRED

RO

AD

STATE OF OHIO


CRANBERRY TOWNSHIP

CO

NS

TR

UC

TIO

N P

ROJE

CT

NO.

RAIL

RO

AD IN

VO

LV

EM

EN

T

FE

DE

RA

L P

ROJE

CT

NO.

PID

NO.

N

CRAWFORD COUNTY

27

1

LOCATION MAP

SCALE IN MILES

0 1 2 3 4

DESIGN DESIGNATION

CURRENT ADT (2013)





DESIGN SPEED

NHS PROJECT

DESIGN EXCEPTIONS

OTHER ROADS

INTERSTATE & DIVIDED HIGHWAY

UNDIVIDED STATE & FEDERAL ROUTES


1500

2020

166

50%

5%

55 MPH

55 MPH

PROJECT DESCRIPTION


PROVISIONS

SPECIAL

SUPPLEMENTAL

SPECIFICATIONS

(BOUNDARY RD.) PART 1

CRA-C.R. 6-1.61

FOR PART 2, SEE CAR-C.R. 31 (SCOTT RD.)

LEGAL SPEED

NO


EO

17 (212)


2019 SPECIFICATIONS

TITLE SHEET 1

SCHEMATIC PLAN 2


GENERAL NOTES 5

MAINTENANCE OF TRAFFIC 6

DETOUR PLAN 7


GENERAL SUMMARY AND CALCULATIONS 10

PROJECT SITE PLAN 11



PREFABRICATED STRUCTURES 18-21

INDEX OF SHEETS:

* *

RE

ISTERE

D

ST

ATE OF OIO

POFE

SIONAL EGI

NEE

X-000000

SMITH

JANE C.

SP 1302-6(a)

IMPROVEMENT OF 0.04 MILE OF C.R. 6 (BOUNDARY


ESTIMATED CONTRACTOR EARTH DISTRUBED AREA:







TOURS WILL BE PROVIDED AS INDICATED ON SHEET 7.

1.7 ACRES

0.8 ACRES

2.5 ACRES

RIGHT OF WAY 22-27

PARTS 1 AND 2

832

1/18/13

1/17/14

7/19/13

10/18/13

1/18/13

1/18/13

7/20/12

7/19/13

1/18/13

CB-1.1

CB-1.2

DM-1.1

HW-2.1

TST-1-99

AS-1-81

HW-2.2

MT-105.10

MT-110.10

TC-41.20

TC-41.40



JOHN J. DOE & ASSOC., INC.

SOIL PROFILES

DATE: JULY 2020

STRUCTURES 20' & OVER

FOR ENTIRE PLAN EXCEPT

NOTED ON SHEET 4

FOR DESIGN CHANGES

SIGNED:

DATE:

SIGNED:

DATE:

ENGINEERS SEAL:

ENGINEERS SEAL:

11/11/14

11/11/14

PRESTRESSED BOX BEAM TYPE STRUCTURE INCLUDING

05 MAJOR COLLECTOR (RURAL)

7/19/13

7/19/13

7/19/13

1/18/13

MGS-5.3

10/18/13

10/18/13

7/19/13

1/18/13

800-2020BP-3.1

DM-4.4

MGS-1.1

MGS-2.1

MGS-4.2

TC-52.20

TC-52.10

RM-1.17/18/14 7/18/14

7/18/14

1/23/18

WATERWAY PERMIT

APPROVED

DATE ENGINEER, CRAWFORD COUNTY

APPROVED


APPROVED


TRANSPORTATION

APPROVED

DATE CRAWFORD COUNTY COMMISSIONER

APPROVED


APPROVED


END PROJECT

STA. 87+50.00

BEGIN PROJECT

STA. 85+00.00

HURON COUNTY

SENECA COUNTY

AUBURN

CRANBERRY

WASHINGTON

NEW

103

103

39

98

602

GUISS RD.

MAHL RD.

ORR RD.

VORNDRON

LYDELL

JOHNSON RD.

CO

OK R

D.

STE

VENS R

D.

MARSH

DIC

KSO

N R

D.

WYNN

McCONNELLSW

AB R

D.

HEETRICH

LUTZ

T-73

HO

NEY

CREEK

A.C. & Y. R.R.

YOUNG RD.

BAKER

MARSH R

D.

AUBURN

BO

UN

DARY

DONNEN

WIR

TH

SHEETZ

T-209

CRAWFORD-HURON COUNTY

LINE RD.

CH

APEL

RD.

SCOTT RD.

CREE

K

BROKE

NKNIFE

CRAWFORD-SENECA LINE RD.

ALBAUGH RD.

McCARTH

Y

* *

REGISTERE

D

ST

ATE OF OHIO

PR

OFE

SSIONAL ENGINEER

X-000000

DOE

JOHN J.

G

H

R

S N

R

NO

NE

C

RA-

C.R.

6-1.6

1

24

98

8

NONE REQUIRED

9999 ENGLISH DRIVE

PLAN PREPARED BY: (B

OU

ND

AR

Y

RD.) P

AR

T

1

ROAD) BY REPLACEMENT OF AN EXISTING STEEL TRUSS

STRUCTURE OVER BROKEN KNIFE CREEK WITH A PRECAST

APPROACH RECONSTRUCTION.

SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PLANS

AND CHANGES LISTED IN THE PROPOSAL SHALL GOVERN

THIS IMPROVEMENT.

10/19/18

4/17/20

ADA DESIGN WAIVERS

NONE REQUIRED

Before You Dig

Before You Dig


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


CO

NS

TR

UC

TIO

N P

ROJE

CT

NO.

FE

DE

RA

L P

ROJE

CT

NO.

PID

NO.

STATE OF OHIO


CRANBERRY TOWNSHIP

N



3.5 ACRES

0.9 ACRES

SCALE IN MILES

0 1 2 3 4


INTERSTATE HIGHWAY


OTHER ROADS

CURRENT ADT (2019)





DESIGN SPEED

LEGAL SPEED


07 LOCAL ROAD (RURAL)

NHS PROJECT

2300

3150

315

55%

3%

55 MPH

55 MPH

NO

9999 ENGLISH DRIVE SIGNED:

DATE:


IMPROVEMENT OF 0.38 MILE OF C.R. 31 (SCOTT RD.)

BY RECONSTRUCTION OF EXISTING VERTICAL ALIGN-

MENT TO ELIMINATE HAZARDOUS VERTICAL CURVES

INCLUDING UPGRADING OF GUARDRAIL, DRAINAGE

SIGNING AND PAVEMENT MARKINGS.

FEDERAL ROUTES

STATE ROUTES

NONE REQUIRED

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

PROJECT DESCRIPTION

SPECIFICATIONS

SUPPLEMENTAL

PROVISIONS

SPECIAL




2019 SPECIFICATIONS




Before You Dig

Before You Dig


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


JOHN DOE CONSULTING ENGINEERS, INC.

COMPUTERLAND, OHIO 00000 4/19/19

* *

RE

ISTERE

D

ST

ATE OF OHIO

POFE

SIONAL EGI

NEE

X-000000

DOE

JOHN J.

G

R

S N

R

PLAN PREPARED BY:

ENGINEERS SEAL:

APPROVED


APPROVED


TRANSPORTATION

APPROVED

DATE ENGINEER, CRAWFORD COUNTY

APPROVED


APPROVED





TOURS WILL BE PROVIDED AS INDICATED ON SHEET 6.

Cree

k

CRAWFORD- HURON COUNTY

C-6

SCOTTSCOTTRD.

STA. 5+86.00

BEGIN PROJECT

STA. 25+92.40

END PROJECT

Washington

New

Waynesburg

AuburnNorth

C R A N B E R R Y

103

39

103

602

Honey

W & LE

W & LE

C-25

CENTER RD.

C-6

BO

UN

DA

RY

RD.

C-13

2

DO

NN

EN

WIR

TH

RD.

Broken

Knife

C-50 C-50

C-208

NO

RT

HA

UB

UR

NR

D.

Creek

SENECA- HURON LINE RD.

C-14

C-13

2

TITLE SHEET 1

SCHEMATIC PLAN 2

TYPICAL SECTIONS 3

GENERAL NOTES 4

DETOUR PLAN 5


GENERAL SUMMARY 9

CALCULATIONS & SUBSUMMARIES 10

PROJECT SITE PLAN 11

PLAN & PROFILE 12-17

CROSS SECTIONS

TRAFFIC CONTROL 26

18-25

RIGHT OF WAY 27-35

SOIL PROFILES

CRAWFORD COUNTY

CRA-C.R.31

FOR PART 1, SEE CRA-C.R.6-1.61 (BOUNDARY ROAD)

(SCOTT RD.) PART 2

SP 1302-6(b)DATE: JULY 2020



SEE PART 1 SEE PART 1 SEE PART 1

24

98

8

EO

25 (319)

CR

A-

C.R.

31

(S

CO

TT

RD.) P

AR

T

2N

ON

E

RAIL

RO

AD IN

VO

LV

EM

EN

T

1

35

4.4 ACRES

NONE REQUIRED

ADA DESIGN WAIVERS

CO

NS

TR

UC

TIO

N P

ROJE

CT

NO.

RAIL

RO

AD IN

VO

LV

EM

EN

TF

ED

ER

AL P

ROJE

CT

NO.

PID

NO.

STATE OF OHIO


DEL-257-8.37

N

800-2019 4/19/19

821 4/20/12

832 10/19/18


SCALE IN MILES

0 1 2 3 4


INTERSTATE HIGHWAY


OTHER ROADS

CURRENT ADT (2019)





DESIGN SPEED

LEGAL SPEED


NHS PROJECT

1,762

1,869

78

50%

4%

55

NO

JOHN DOE CONSULTING ENGINEERS,

9999 ENGLISH DRIVE

COMPUTERLAND, OHIO 00000 SIGNED:

DATE:


SPOT PAVEMENT REPAIRS ON S.R. 257 IN DELAWARE

COUNTY BETWEEN SLM 8.37 (U.S. 42/S.R. 745) AND

SLM 14.28 (S.R. 37).

8' WIDE, CONTINUOUS, SLOT PAVING ON OUTSIDE EDGE

FEDERAL ROUTES

STATE ROUTES

NONE REQUIRED

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

PROJECT DESCRIPTION

TITLE 1


GENERAL NOTES 4-5

MAINTENANCE OF TRAFFIC NOTES 6-7

GENERAL SUMMARY 8

PLAN SUBSUMMARY 9

PAVEMENT MARKING SUBSUMMARY 10

RPM SUBSUMMARY 11

SPECIFICATIONS

SUPPLEMENTAL

PROVISIONS

SPECIAL




2019 SPECIFICATIONS




Before You Dig

Before You Dig


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



STATEOFOHIO

PR

OFESSIONALENGIN

EER

REGISTERED

* *

X-000000DOEJ

JOHN

60

DEL-257-8.37 MAR-257-0.00

50%

60

813

862

36

9%

35/55

MAR-257-0.00: 06 MINOR COLLECTOR (RURAL)

DEL-257-8.37: 05 MAJOR COLLECTOR (RURAL)


SP 1302-7DATE: JULY 2020

OF S.R. 257, BEGINNING AT SLM 14.26 (S.R. 37) IN

DE

L-257-8.3

7

MA

R-257-0.0

09

3708

NO

NE

1

11

4.0 ACRES

0.1 ACRES

REQUIRED)*

N/A (NOI NOT

* ROUTINE MAINTENANCE PROJECT


NONE REQUIRED

ADA DESIGN WAIVERS

TRANSPORTATION



APPROVED

APPROVED

PLAN PREPARED BY:

01/21/19

.


ESTIMATES.





ENGINEERS SEAL:

10/18/13

MT-105.10

BP-3.1

MT-99.20

MT-97.12

MT-97.11

TC-41.20

TC-42.20

TC-52.10

TC-52.20

TC-65.10

TC-65.11

TC-71.10

TC-82.10

10/18/13

10/18/13

7/20/18

1/17/14

7/21/17

1/19/18

1/18/19

7/18/14

1/20/17

4/19/19

1/20/17

7/19/13

DELAWARE AND MARION COUNTIES

THOMPSON AND PROSPECT TOWNSHIPS

CONCORD AND SCIOTO TOWNSHIPS

VILLAGE OF PROSPECT

MAR-257-0.00DELAWARE COUNTY AND ENDING AT S.R. 47 IN MARION

COUNTY (SLM. 66).

SEE SHEET 6

FOR LOCATION MAP

0

0

0

0

0

0

0

0

0 0 0 0 0 ® 0 ® @ ® 0 ® -

I A\ '- /

I B \'- / -

LEGEND

ITEM 441 - l¼ u Asphalt Concrete Surface Course, Type I, f448J PG64-22

ITEM 441 - I¾ u Asphalt Concrete Intermediate, Course, Type 2, (448)

ITEM 254 - Pavement Planing, Asphalt Concrete (See Note ·A·;

ITEM 441 - O" Min. Asphalt Concrete Intermediate Course, Type I, (448) (See Note ucn;

ITEM 301 - 5n Asphalt Concrete Bose, PG64-22

ITEM 301 - 5 n Asphalt Concrete Bose, PG64-22

ITEM 304 - 5n Aggregate Bose

ITEM 407 - Tack Coat

Not Used

ITEM 605 - 5 n Shallow Pipe Underdrains

ITEM 608 - 4n Concrete Walk

ITEM 609 - Combination Curb and Gutter, Type 2

ITEM 659 - Seeding and Mulching

ITEM 660 - Sodding Unstaked

ITEM 204 - Subgrade Compaction

ITEM 606 - Guardrail, MGS

5"± Asphalt Concrete

5N± Waterbound Macadam

1 C \ 4 H± Asphalt Concrete '- / -

1 D \ 6 H± Dense Asphalt Macadam Base '- /

NOTE 'A'

Pavement planing shall be a constant depth of rat the f of Construction with a uniform cross slope of 0.016 established. Maximum depth of planing at the outside edges of existing pavement has been calculated to be 2½ n.

3:;

NOTE "B'

For estimating purposes, Item 202 - Pavement Removed calculation included in the plan indicates on overage width of I ft. of existing pavement being replaced.

14

2.0' 6.0'

II

8.0' 4.0'

0.08 0.04

20.0'

12.0' 10.0'±

0.016

7

f. Construction

20.0'

See Note "B" (Typ.J

STA. 300+00 TO STA. 318+50

f Construction 22.0' 8.0'

12.0' 4.0' 10.0'±

� 0.4' (Typ.J

Profile LLJ 1� 0.5' (Typ.J Grade

�I 0.016 �1

See Note nan

(Typ.J

I

10

NORMAL SECTION - S.R. 106 STA. 621+35 TO STA. 640+50

NOTE "C''

Item 441, Asphalt Concrete Intermediate Course, Type I (448), is to be used as a leveling course to establish a 0.016 cross slope. Estimated quantities have been calculated based on exaggerated crosssections shown on sheets 51-58.

NOTE "D'

Item 441, Asphalt Concrete Surface Course, Type I, (448) PG64-22, is to be ¼ n above gutter plate.

SP 1304-2 DATE: JULY 2020

6.0' 4.0' 2.0'

14 II 14

<1:/

S8.0'

� \� --- -L.:_ I

16

4.0'

I

'Rn�g. 'I

I. 4:' .I Rndg.

,z:\

I.� .1 4-0'Rndg.

GUARDRAIL DETAIL - S .R. 106

SECTION APPLIES : Sta. 635+50 to Sta. 637+75 Rt.

0 Unless otherwise shown on the cross sections

(0

0... a:

Cl)

C z

<(

"11:t "11:t

Cl)

:::>

Cl)

z

0

l

o

w

Cl)

...J <( 0

0..>

I-

0 0

a, I

"11:t "11:t

w

a:

C,

SHEET NUMBER PARTICIPATION I SEE

ITEM ITEM GRAND

UNIT DESCRIPTION I

SP 1307-3(c)

DATE, JULY 2020 Q_ § 3:

SHEET ><'. cl l.'.) EXT. TOTAL ----, iJ LL.

16 18 23 55 192 262 NO.

RETAINING WALLS (WALL IJ OPTION A: REINFORCED EARTH WALL

mo 203 20000 mo CY EMBANKMENT

3474 203 35000 3474 CY GRANULAR EMBANKMENT

LS 503 lllOO LS COFFERDAMS AND EXCAVATION BRACING

ll24 503 2ll01 ll24 CY UNCLASSIFIED EXCA VAT/ON, AS PER PLAN 108

4766 610 50010 4766 SF RETAINING WALL, MISC.: REINFORCED EARTH WALL SYSTEM 190

0

RETAINING WALLS (WALL IJ OPTION 8: RETAINED EARTH WALL

1636 203 20000 1636 CY EMBANKMENT

3584 203 35000 3584 CY GRANULAR EMBANKMENT

LS 503 lllOO LS COFFERDAMS AND EXCAVATION BRACING

ll50 503 2ll01 ll50 CY UNCLASSIFIED EXCA VAT/ON, AS PER PLAN 108

4738 610 50010 4738 SF RETAINING WALL, MISC.: RETAINED EARTH WALL SYSTEM 190

0 BUILDING DEMOLITION a:

LS 202 56000 LS BUILDING DEMOLISHED: PARCEL NO. ll-WD-1, l STORY BRICK BUILDING <( LS 202 56000 LS BUILDING DEMOLISHED: PARCEL NO. 13-T, l STORY BLOCK BUILDING :!: LS 202 56000 LS BUILDING DEMOLISHED: PARCEL NO. 13-WL, 2 STORY BRICK BUILDING :!: LS 202 56000 LS BUILDING DEMOLISHED: PARCEL NO. 19-T, l STORY METAL BUILDING ::::,

(/)

STRUCTURES OVER 20 FOOT SPAN ...J

STRUCTURE TRU-99-1924 GENERAL SUMMARY 229 <(

STRUCTURE TRU-99-2056 GENERAL SUMMARY 236 a:

878 SPECIAL 51272000 878 SY EPOXY WATERPROOFING OVERLAY (l/4" THICKJ 190 w

z

w

MAINTENANCE OF TRAFFIC

10 614 lll!O 10 HOUR LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE

5 614 12460 5 EACH WORK ZONE MARKING SIGN

38 614 12470 38 EACH WORK ZONE SPEED LIMIT SIGN

100 614 12500 100 EACH REPLACEMENT SIGN

200 614 12600 200 EACH REPLACEMENT DRUM

1528 614 12800 1528 EACH WORK ZONE RAISED PAVEMENT MARKER

1201 614 13310 1201 EACH BARRIER REFLECTOR, TYPE l (B/DIRECT/ONALJ

14.00 614 20300 14.00 MILE WORK ZONE LANE LINE, CLASS I, 4", 740.06, TYPE JI

O.ll 614 21300 0.11 MILE WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE JI

0.26 614 21700 0.26 MILE WORK ZONE CENTER LINE, CLASS II, 740.06, TYPE II

0 4.33 614 22000 4.33 MILE WORK ZONE EDGE LINE, CLASS I, 4"

7.34 614 22300 7.34 MILE WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE JI

48 614 26600 48 FT WORK ZONE STOP LINE, CLASS I, 740.06, TYPE II

5692 614 28600 5692 FT WORK ZONE GORE MARKING, CLASS II, 740.06, TYPE II

LS 615 10000 LS ROADS FOR MAINTAINING TRAFFIC

944 615 20001 944 SY PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER PLAN 17 co

30 616 10000 30 M GAL WATER

10 616 20000 10 TON CALCIUM CHLORIDE C")

0 30280 622 41101 30280 FT PORTABLE BARRIER, UNANCHORED, AS PER PLAN 58

,-I

O>

O> I

::::,

a: INCIDENTALS

614 11000 LS MAINTAINING TRAFFIC

619 16020 8 MNTH FIELD OFFICE, TYPE C

623 10000 LS CONSTRUCT/ON LAYOUT STAKES AND SURVEYING

624 10000 LS MOB/LIZA T/ON

@7

SP 1307-5DATE: JULY 2020

87 96 01/NHS/PV 02/S<2/PV/ATB

161 161 621 00100 161 EACH

146.5 146.5 630 02100 146.5 FT

229.8 229.8 630 03100 229.8 FT

4 4 630 79500 4 EACH

96.0 96.0 630 80100 96.0 SF

11 11 630 85000 11 EACH

14 14 630 86002 14 EACH

3.29 2.49 0.80 644 00100 3.29 MILE

1.36 1.06 0.30 644 00200 1.36 MILE

1.25 0.98 0.27 644 00300 1.25 MILE

1368 430 938 644 00400 1368 FT

146 146 644 00500 146 FT

313 313 644 00600 313 FT

450 180 270 644 00700 450 FT

24 24 644 00900 24 SF

9 2 7 644 01300 9 EACH

8 2 6 644 01410 8 EACH

122 122 625 25400 122 FT

180 180 625 25500 180 FT

182 182 625 29000 182 FT

120 120 625 29600 120 FT

2 2 625 30706 2 EACH

7 7 625 32000 7 EACH

4 4 632 04910 4 EACH

1 1 632 04916 1 EACH

2 2 632 05080 2 EACH

8 8 632 25000 8 EACH

2 2 632 27004 2 EACH

3 3 632 27008 3 EACH

139 139 632 30200 139 FT

823 823 632 40300 823 FT

1168 1168 632 40500 1168 FT

100 100 632 62810 100 FT 95

1601 1601 632 65200 1601 FT

25 25 632 67200 25 FT

1 1 632 70001 1 EACH 95

2 2 632 85000 2 EACH

5 5 632 89900 5 EACH

1 1 632 90100 1 EACH

1 1 633 65521 1 EACH 95

1 1 633 67100 1 EACH

1 1 633 67200 1 EACH

809 69123 1 EACH 95

EDGE LINE, 4"

REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL

RPM

REMOVAL OF GROUND MOUNTED SIGN AND STORAGE

SIGN, FLAT SHEET

SIGN SUPPORT ASSEMBLY, POLE MOUNTED

GROUND MOUNTED SUPPORT, NO. 3 POST

GROUND MOUNTED SUPPORT, NO. 2 POST

CROSSWALK LINE

STOP LINE

CHANNELIZING LINE, 8"

CENTER LINE

LANE LINE, 4"

CONDUIT, 3", 725.04

TRENCH

LANE ARROW

ISLAND MARKING

TRANSVERSE/DIAGONAL LINE

WORD ON PAVEMENT, 96"

CONDUIT, 2", 725.04

REMOVAL OF TRAFFIC SIGNAL INSTALLATION

CABINET, TYPE 332, AS PER PLAN

CABINET FOUNDATION

CONTROLLER WORK PAD

TRENCH IN PAVED AREA, TYPE B

PULL BOX, 725.08, 24"

GROUND ROD

VEHICULAR SIGNAL HEAD, (LED), 3 SECTION, 12" LENS, 1-WAY, ALUMINUM (BLACK)



ATC V6.24 CONTROLLER, AS PER PLAN

SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG

INTERCONNECT CABLE, MISC.: INTEGRAL MESSENGER WIRE TYPE, 7 CONDUCTOR,

NO. 12 AWG

LOOP DETECTOR LEAD-IN CABLE

POWER CABLE, 2 CONDUCTOR, NO. 8 AWG

POWER SERVICE, AS PER PLAN

COMBINATION STRAIN POLE, TYPE TC-81.10, DESIGN 10

PEDESTAL, 8', TRANSFORMER BASE

SIGNAL CABLE, 3 CONDUCTOR, NO. 14 AWG

MESSENGER WIRE, 7-STRAND, 3/8" DIAMETER WITH ACCESSORIES

LOOP DETECTOR UNIT, DELAY AND EXTENSION TYPE

LOOP DETECTOR UNIT

SHEET NUMBER PARTICIPATIONA

TB

-20

8-1

3.4

3

SHEET TOTAL

P.36 108

PROJECT ID

123456

REVIEWER

FGM 7-7-20

DESIGNER

GRAND

TOTAL

ITEM

EXT.ITEM UNIT

JKP

DESIGN AGENCY

OH

IO

DEPARTM

EN

T O

F

TRAN

SPO

RTATIO

N

DESCRIPTION

GEN

ER

AL S

UM

MA

RY

TRAFFIC CONTROL

TRAFFIC SIGNALS

SEE

SHEET

NO.

COVERING OF VEHICULAR SIGNAL HEAD

1

Documents

SP 1302-1 · SUSPEND PROJECT RESUME PROJECT STA. 1205+50.00 C r e e k 121 127 127 47 121 Stelvideo Horatio Pikeville Beamsville Dawn R I C H L A N D Versailles DAR-121-(21.73)(22.83)