SP 1302-2 · 2015. 1. 16. · suspend project resume project sta. 1205+50.00 begin project sta....

STATE OF OHIO

DEPARTMENT OF TRANSPORTATION

DAR-121-(21.73)(22.83)

RICHLAND TOWNSHIP

CO

NS

TR

UC

TIO

N P

ROJE

CT

NO.

RAIL

RO

AD IN

VO

LV

EM

EN

T

NO

NE

NO

N-F

ED

ER

AL

FE

DE

RA

L P

ROJE

CT

NO.

PID

NO.

N

DARKE COUNTY

LOCATION MAP

SCALE IN MILES

0 1 2 3 4

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

PROJECT DESCRIPTION

14

653

LATITUDE: 40°09'30" LONGITUDE: 84°34'05"

DA

R-121-(21.7

3)(22.8

3)

121

121127

47

Airport

DarkeCounty

Versailles

Stillwater

Cree

kRiver

Bolton

Harris

Swa

mp

Creek

R I C H L A N D

HoratioStelvideo

Pikeville

Beamsville

Dawn

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

STA. 1148+75.00

SUSPEND PROJECT RESUME PROJECT

STA. 1205+50.00

BEGIN PROJECT

STA. 1147+25.00

STA. 1207+84.73

END PROJECT

127

2013 SPECIFICATIONS

TITLE SHEET 1

SCHEMATIC PLAN 2

TYPICAL SECTIONS 3-4

GENERAL NOTES 5

MAINTENANCE OF TRAFFIC 6

GENERAL SUMMARY 8

PROJECT SITE PLAN 9

PLAN AND PROFILE 10-17

CROSS SECTIONS 17-23

23-25

25-30

STANDARD CONSTRUCTION DRAWINGS

PROVISIONS

SPECIAL

SUPPLEMENTAL

SPECIFICATIONS

SIGNED:

DATE:

* *

REGISTERE

D

ST

ATE OF OHIO

PR

OFE

SSIONAL ENGI

NEER

X-000000

SMITH

JANE C.

SIGNED:

DATE:

* *

REGISTERE

D

ST

ATE OF OHIO

PR

OFE

SSIONAL ENGI

NEER

X-000000

DOE

JOHN J.

BP-4.1 7/19/13

DM-1.1 1/18/13

DM-1.4 1/18/13

DM-4.1 7/19/13

1/20/12

7/19/13

7/19/13

7/19/13

LA-1.1 10/15/10

LA-1.2 1/16/09

WQ-1.1 1/18/13

WQ-1.2 1/18/13

AS-1-81 1/18/13

EXJ-4-87 7/19/02

PSBD-2-07 1/21/11

TST-1-99 1/17/14

CHANNEL CROSS SECTIONS

NONE REQUIRED

RURAL COLLECTOR

DESIGN YEAR ADT (2033)

DESIGN HOURLY VOLUME (2033)

DIRECTIONAL DISTRIBUTION

TRUCKS (24 HOUR B&C)

DESIGN SPEED

LEGAL SPEED

1460

2040

204

55%

2%

55 MPH

55 MPH

NHS PROJECT

DESIGN FUNCTIONAL CLASSIFICATION:

NO

OTHER ROADS

INTERSTATE & DIVIDED HIGHWAY

UNDIVIDED STATE & FEDERAL ROUTES

PORTION TO BE IMPROVED

DETOUR ROUTE

IMPROVEMENT OF 0.07 MILE OF STATE ROUTE 121 BY

REPLACEMENT OF TWO STRUCTURES OVER A BRANCH OF

THE STILLWATER RIVER, INCLUDING APPROACH RECON-

PROJECT EARTH DISTURBED AREA:

NOTICE OF INTENT EARTH DISTURBED AREA:

ESTIMATED CONTRACTOR EARTH DISTRUBED AREA:

OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING

CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED

IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.

THE STANDARD SPECIFICATIONS OF THE STATE OF

5.4 ACRES

2.1 ACRES

7.5 ACRES

SP 1302-2

DATE DISTRICT DEPUTY DIRECTOR

APPROVED

APPROVED

DATE DIRECTOR, DEPARTMENT OF

TRANSPORTATION

832

WATERWAY

PERMIT 4/23/13

RIGHT OF WAY 31-36

EARTH DISTURBED AREAS

SOIL PROFILES

STRUCTION.

1-800-925-0988

CONTACT BOTH SERVICES

CALL

(TOLL FREE)

1-800-362-2764

OHIO UTILITIES PROTECTION SERVICE

NON-MEMBERS

MUST BE CALLED DIRECTLY

CALL TWO WORKING DAYS

BEFORE YOU DIG

UNDERGROUND UTILITIES

OIL & GAS PRODUCERS PROTECTIVE

SERVICE CALL:

CURRENT ADT (2013)

1

36

800-2014

DATE: JAN. 2015

STRUCTURES OVER 20' SPAN

ENGINEERS SEAL

ENGINEERS SEAL

10/17/14

1/17/14

11-11-14

11-11-14

MGS-1.1

MGS-2.1

MGS-4.2

MGS-5.3

PLAN PREPARED BY:

9999 ENGLISH DRIVE

CONSULTING ENGINEERS

COMPUTERLAND, OHIO 00000

JOHN J. DOE & ASSOC., INC.

OVER 20' SPAN

FOR STRUCTURES

OVER 20' SPAN

EXCEPT STRUCTURES

FOR ENTIRE PLAN

I HEREBY APPROVE THESE PLANS AND DECLARE THAT THE

MAKING OF THIS IMPROVEMENT WILL REQUIRE THE CLOSING

TO TRAFFIC OF THE HIGHWAY AND THAT DETOURS WILL

BE PROVIDED AS INDICATED ON SHEET 1.BP-3.1 7/18/14

STATE OF OHIO


CO

NS

TR

UC

TIO

N P

ROJE

CT

NO.

RAIL

RO

AD IN

VO

LV

EM

EN

T

O

HIO

CE

NT

RA

L

R.R.

FE

DE

RA

L P

ROJE

CT

NO.

PID

NO.

TU

S-9

3-8.0

2

N

1

LOCATION MAP

SCALE IN MILES

0 1 2 3 4

DESIGN DESIGNATION

CURRENT ADT (2013)




DESIGN SPEED

LEGAL SPEED

DESIGN EXCEPTIONS


2240

224

60%

5%

55 MPH

PROJECT DESCRIPTION

2013 SPECIFICATIONS


OHIO CENTRAL RAILROAD

SEPARATED CROSSING WITH THE

RECONSTRUCTION OF EXISTING

NHS PROJECT NO

WAYNE TOWNSHIP

TUSCARAWAS COUNTY

EO

73 (34

5)


39

93

516

OH

CR

Cherry

Run

Brandy

wine

Broa

d

Turkeyfoot

Cree

k

Waln

ut W A Y N E

S.

Fork

Sugar

Creek

Creek

S U G A R C R E E K

C-94

WALN

UT

RD.

C-94

C-94 DUNDEE- RD.

C-94

Dundee

C-98RD. C-

98

C-73

WINKLEPLECK RD.C-73

C-73

RD.

C-73

C-73

C-76

RD.

C-75

RD.C-75

C-75

GOLF

COURSE RD.

C-77

RD.

C-77

C-46

C-139

C-139

OLD

S. 39R.

RD.

WinfieldBarrsMills

C-78

BR

OA

D

C-78

DAIR

YR

D.

C-80

C-78

-

C-78

C-79

RU

N

C-78

CREEK

RUNCHERRY

VALLEY

PR

YSI

WIN

FIE

LD

ST

RAS

BU

RG

BOTTOM

LSRSBAR

MIL

C-73 W

IN

K

LLPE E

KC

C-73

STRASBURG

KLE

P

WIN

RD

LECK

516

93

39

INDEX OF SHEETS:

TITLE SHEET 1

SCHEMATIC PLAN 2

TYPICAL SECTIONS 3

GENERAL NOTES 4

MAINTENANCE OF TRAFFIC 5-7

GENERAL SUMMARY 8

PROJECT SITE PLAN 9

PLAN AND PROFILE 10-11

CROSS SECTIONS 12-13

TRAFFIC CONTROL 14

15-21

SIGNED:

DATE:

* *

REGISTERE

D

ST

ATE OF OHIO

PR

OFE

SSIONAL ENGI

NEER

X-000000

SMITH

JANE C.

SIGNED:

DATE:

* *

REGISTERE

D

ST

ATE OF OHIO

PR

OFE

SSIONAL ENGI

NEER

X-000000

DOE

JOHN J.

BP-4.1 7/19/13

BP-5.1

DM-1.1 1/18/13

DM-1.4 1/18/13

DM-4.4 7/20/12

1/20/12

7/18/14

RM-4.2

AS-1-81

CPA-1-08 7/18/08

CS-1-08 7/18/08

SBR-1-99 7/19/02

MT-96.11

MT-96.20

MT-96.26

SP 1302-3

REHABILITATION OF THE EXISTING STRUCTURE

OVER THE OHIO CENTRAL RAILROAD BY REPLACE-

MENT OF THE BRIDGE DECK AND APPROACH SLABS.




1.5 ACRES

0.7 ACRES

4.9 ACRES





ESTIMATES.

I HEREBY APPROVE THESE PLANS AND DECLARE THAT

THE MAKING OF THIS IMPROVEMENT WILL NOT REQUIRE

THE CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT

PROVISIONS FOR THE MAINTENANCE AND SAFETY OF

TRAFFIC WILL BE AS SET FORTH ON THE PLANS AND

APPROVED


APPROVED


TRANSPORTATION

RIGHT OF WAY 22-28

832 1/17/14

OTHER ROADS




1270

55 MPH


NONE REQUIRED

RURAL COLLECTOR

STA.425+71.48

END PROJECT

STA.423+45.60

BEGIN PROJECT

WATERWAY PERMIT


22512

PLAN PREPARED BY:

9999 ENGLISH DRIVE




28

SOIL PROFILES

1-800-925-0988


CALL

(TOLL FREE)

1-800-362-2764


NON-MEMBERS



BEFORE YOU DIG



SERVICE CALL:

STRUCTURES OVER 20 FOOT SPAN

OVER 20 FOOT SPAN

FOR STRUCTURES

ENGINEERS SEAL

ENGINEERS SEAL

OVER 20 FOOT SPAN

EXCEPT STRUCTURES

FOR ENTIRE PLAN

DATE: JAN. 2015

800-2014 10/17/14

4/23/13

7/19/13

MGS-1.1

MGS-2.1

MGS-3.1

MGS-4.2

MGS-5.3

7/19/13

7/19/13

7/19/13

7/19/13

7/19/13

7/19/13

7/18/14

11/11/14

11/11/14

1/18/13BP-3.1 7/18/14

PROVISIONS

SPECIAL

SUPPLEMENTAL

SPECIFICATIONS

TUS-93-8.02

STATE OF OHIO

CO

NS

TR

UC

TIO

N P

ROJE

CT

NO.

RAIL

RO

AD IN

VO

LV

EM

EN

T

NO

NE

FE

DE

RA

L P

ROJE

CT

NO.

PID

NO.

WY

A-30-9.1

1

N

1

234

36

SCALE IN MILES

0 1 2 3 4



LEGAL SPEED


OTHER ROADS




3510

4880

488

55%

20%

55 MPH

APPROVED

APPROVED



TRANSPORTATION


PROVISIONS

SPECIAL

NHS PROJECT NO

EO

43 (18

4)Wyandot

County

Airport

23

30

UPPER

SANDUSKY

Lovell

T-49

C-47

T-10

2

T-42

T-44

C-53

T-10

3T-10

3

T-10

3

T-10

4

C-10

8

C-10

8

C-110

C-10

7

T-112

C49

T-154

C-111

C-50

C-47

C-44

T-51

T-12

2T-12

2

C-12

1

C-50

C-12

1T-12

1

C-44

T-37

T-42

T-10

3T-10

3T-10

3

C-10

8C-10

8

C-110

C-57 C-57

C-55C-55

T-117

T-55

T-60

C-60

C-119

C-56

T-42C-42 C-42

Sand

usky

Browns

Run

Layton

Ty

mochtee

Creek R

ock

Little

Veith

Ditch

C47

C-330

C-330

C-10

8

23

182

30

53

53

67

199

199

23

53 67

CB-2.2 1/17/14

CB-3.1 1/18/13

CB-3.2

CB-3.4

DM-1.1 1/18/13

DM-1.4 1/18/13

DM-4.4 7/20/12

F-2.1 7/19/13

F-3.1

F-3.3

F-3.4

1/20/12

7/19/13

7/18/14

7/19/13

HW-1.1 1/18/13

HW-2.1 1/18/13

HW-2.2 1/18/13

LA-1.1 10/15/10

LA-1.2 1/16/09

MH-1.1

MH-1.2

MH-3.1

RM-1.1 7/18/14

RM-4.2

RM-4.3

WQ-1.1

WQ-1.2

AS-1-81 1/18/13

ICD-1-82 7/19/02

SBR-1-99 7/19/02

HL-10.31

HL-20.11

HL-20.14

HL-20.21

HL-30.11

HL-30.21

HL-30.22

HL-30.31

HL-40.10

HL-50.11

HL-60.21

HL-60.31

MT-35.10 4/20/01

MT-95.30

MT-102.10 7/17/09

TC-07.65 10/18/13

TC-12.30

TC-21.10

TC-21.20

TC-22.20 1/19/01

TC-41.10 10/19/07

TC-41.20

TC-41.40

TC-41.50

TC-42.10

TC-42.20

TC-51.11 4/20/01

TC-52.10

TC-52.20 1/19/07

TITLE SHEET 1

SCHEMATIC PLAN 2-3


GENERAL NOTES

MAINTENANCE OF TRAFFIC 24-29

GENERAL SUMMARY 50-52

MISCELLANEOUS CALCULATIONS

PROJECT SITE PLAN 73

PLAN AND PROFILE - U.S.R. 30 74-83

CROSS SECTIONS - U.S.R. 30

84-112

CROSS SECTIONS - INTERCHANGE RAMPS 162-208

113-115

CROSS SECTIONS - MAINTENANCE DRIVE 209-210

PLAN AND PROFILE - SERVICE ROAD 116-117

CROSS SECTIONS - SERVICE ROAD 211-215

PLAN AND PROFILE - CONNECTOR ROAD 118-119

CROSS SECTIONS - CONNECTOR ROAD 216-218

PLAN AND PROFILE - C.R.108 120-130

CROSS SECTIONS - C.R.108

PLAN AND PROFILE - T.R.49 131-134

21-23,23A

72,72A-C

PLAN AND PROFILE - INTERCHANGE RAMPS

PLAN AND PROFILE - MAINTENANCE DRIVE

219-238, 222A

SUPERELEVATION TABLES 270-273

INTERSECTION DETAILS 274-276

GRADING DETAILS 277-278

TERMINAL DETAILS 281-283

IMPACT ATTENUATOR DETAILS

SETTLEMENT PLATFORM DETAILS & NOTES 286

UNDERDRAIN DETAILS 287-288

PREFABRICATED STRUCTURES 289-322

TRAFFIC CONTROL 323-393

LIGHTING 394-409

410-422

423-446

447-467

468-480

481-492

493-507

WYA-30-1051

WYA-30-1129 WB

WYA-30-1129 RAMP B

WYA-23-2589 L

WYA-23-1589 R

WYA-30-1603

CROSS SECTIONS - T.R.49 239-253

PLAN AND PROFILE - T.R.47 135-138

CROSS SECTIONS - T.R.47 254-269

CHANNEL CROSS SECTIONS 279-280

NONE REQUIRED




LIMITED ACCESS

2013 SPECIFICATIONS

PROJECT DESCRIPTION




20.6 ACRES

26.0 ACRES

5.4 ACRES

832

RIGHT OF WAY 508-521

SOIL PROFILE

284-285

RURAL FREEWAY

139-161


SIGNED:

DATE:

* *

REGISTERE

D

ST

ATE OF OHIO

PR

OFE

SSIONAL ENGI

NEER

X-000000

DOE

JOHN J.

DESIGN SPEED 70 MPH

T 20%d

521

248, 279SHEETS NOT USED

1-800-925-0988


CALL

(TOLL FREE)

1-800-362-2764


NON-MEMBERS



BEFORE YOU DIG



SERVICE CALL:



CURRENT ADT (2013)


SIGNED:

DATE:

* *

REGISTERE

D

ST

ATE OF OHIO

PR

OFE

SSIONAL ENGI

NEER

X-000000

SMITH

JANE C.

4/23/13

WATERWAY PERMIT

6/02/12

GEOTECHNICAL REPORT

7/17/09

STRUCTURES OVER 20' SPAN:

11/11/14 11/11/14

ENGINEERS SEAL ENGINEERS SEAL

OVER 20 FOOT

FOR STRUCTURES

OVER 20 FOOT

EXCEPT STRUCTURES

FOR ENTIRE PLAN

10/17/14

1/17/14

800-2014MGS-1.1

MGS-2.1

MGS-3.1

MGS-4.2

MGS-5.3

MGS-6.1

7/19/13

7/19/13 6/4/14

7/18/14

7/19/13

7/19/13

7/19/13

1/18/13

1/18/13

1/18/13

1/18/13

1/18/13

1/18/13

1/18/13

1/17/14

1/17/14

1/17/14

1/17/14

1/17/14

1/17/14

1/17/14

1/17/14

1/17/14

1/17/14

1/17/14

1/17/14

10/18/13

10/18/13

10/18/13

10/18/13

10/18/13

10/18/13

10/18/13

10/18/13

10/18/13

SPECIFICATIONS

SUPPLEMENTAL

DATE: JAN. 2015

SP 1302-4

MAINTENANCE AND SAFETY OF TRAFFIC WILL BE AS SET

FORTH ON THE PLANS AND ESTIMATES.

BP-1.1 7/28/00

CONSTRUCTION OF A 2.24 MILE CONNECTION FROM U.S.

30 TO U.S. 23, WITH A CONNECTING ROAD AT U.S. 30

AND A LIGHTED INTERCHANGE AT U.S. 23. INCLUDING

CONSTRUCTION OF STRUCTURES U.S. 30 UNDER TR49,

U.S. 30 WB OVER U.S.23 SB, RAMP B, AND U.S. 23 UNDER

CR 47: REPLACEMENT OF STRUCTURES U.S. 23 NB AND SB

OVER LITTLE TYMOCHTEE CREEK; RECONSTRUCTION OF

VARIOUS LOCAL ROADS; AND INSTALLATION OF NECESSARY

TRAFFIC CONTROL DEVICES.

OF THE OHIO REVISED CODE.

THIS IMPROVEMENT IS ESPECIALLY DESIGNED FOR THROUGH

HIGHWAY OR FREEWAY BY ACTION OF THE DIRECTOR IN

ACCORDANCE WITH THE PROVISIONS OF SECTION 5511.02

TRAFFIC AND HAS BEEN DECLARED A LIMITED ACCESS




THE CLOSING TO TRAFFIC OF THE HIGHWAY EXCEPT AS

NOTED ON SHEET 25, AND THAT PROVISIONS FOR THE

INDEX OF SHEETS:

SALEM TOWNSHIP

WYA-30-9.11

WYANDOT COUNTY


STA.599+35.97

END PROJECT

STA.481+00.00

BEGIN PROJECT

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

PLAN PREPARED BY:


9999 ENGLISH DRIVE



STATE OF OHIO


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

1

2028

3

LOCATION MAP

SCALE IN MILES

0 1 2 3 4

OTHER ROADS




INDEX OF SHEETS:

PROJECT DESCRIPTION

LOR-2-0.00 AND VARIOUS

ERI-2-30.51 AND VARIOUS

ERIE AND LORAIN COUNTIES

VERMILION TOWNSHIP

BROWNHELM TOWNSHIP

CITY OF VERMILION

E115 (218)

LO

R-2-0.0

0

AN

D

VA

RIO

US

ERI-2-30.5

1

AN

D

VA

RIO

US


NO

NE

Vermilion

Sherod

Cr

Cre

ek

Riv

er

Edison

Axtel

DARRO

W

RD.

C-13

MASONC-1

3

RD.

C-14

RD.

DARROW

RD.

R

N

Ver

e

Quarry

Riv

er

B R O W N H E L M

C-1

RD.

C-51

C-51

BA

UM

HA

RT

RD.

BA

UM

HA

RT

RD.

C-51

C-1

C-1

NORTH RI

DGERD.C-68

TRINTERRD.

C-70

C-70

C-70

RD.

C-1

C-102

PORTMANRD.

C-34

NS

NS (AMTRAK)

NORTHRI

DGE

M

I

VE

LIO

milio

n

mVrilion

R

iver80

90

6

6

2

2

60

STA. 181+46.00

END PROJECT

See Schematic Plan, Sheet Nos. 2&3

NOTE: For Suspend/Resume Project Locations,

LIMITED ACCESS

2013 SPECIFICATIONS

SIGNED:

DATE:

SIGNED:

DATE:

* *

REGISTERE

D

ST

ATE OF OHIO

PR

OFE

SSIONAL ENGI

NEER

* *

REGISTERE

D

ST

ATE OF OHIO

PR

OFE

SSIONAL ENGI

NEER

X-000000

DOE

JOHN J.

X-000000

SMITH

JANE C.

STANDARD CONSTRUCTION DRAWINGSSUPPLEMENTAL

SPECIFICATIONS

TITLE SHEET 1

SCHEMATIC PLAN 2-3


GENERAL NOTES

MAINTENANCE OF TRAFFIC

GENERAL SUMMARY 60-62

SUBSUMMARIES:

63

74-80

81

82-83

84-85

PROJECT SITE PLAN 89-90

PLAN AND PROFILE - S.R.2 91-108

CROSS SECTIONS - S.R.2

SIDE APPROACHES:

123-128

10-15

CALCULATIONS:

109-122

129-132

133-134

135-136

137-138

139

140-141

142-143

DETAILS:

PAVEMENT JOINT REPAIR 144-146

SHRP PAVEMENT REPAIR

PIER PROTECTION 155-156

APPROACH SLABS 157-158

159-166

167

168

170-171

172-179

180-185


CONCRETE SHOULDER

MEDIAN CROSSOVER

DRAINAGE

SUPERELEVATION TABLES

PREFABRICATED STRUCTURES

206-214

LOR-2-9806 215-223

LOR-2-1070 224-233

BP-1.1 7/28/00

BP-2.1 7/19/13

BP-2.2 7/18/08

BP-2.3 7/18/14

BP-2.5 7/19/13

BP-3.1 7/18/14

BP-6.1 7/19/13

CB-1.1 1/18/13

CB-2.2 1/17/14

CB-3.1 1/18/13

CB-3.2

DM-1.1 1/18/13

DM-1.4 1/18/13

DM-4.4 7/20/12

1/20/12

7/19/13

7/18/14

1/18/13

7/19/13

7/19/13

7/19/13

RM-4.2 10/19/07

RM-4.3 10/16/09

RM-4.4 10/16/09

AS-1-81 1/18/13

EXJ-4-87 7/19/02

RB-1-55

SBR-1-99 7/19/02

HL-10.13

HL-20.14

HL-30.11

HL-30.21

HL-30.31

HL-30.32

HL-40.10

MT-95.30

MT-95.31

MT-96.11 7/18/14

MT-96.20 7/19/13

MT-96.26

7/19/13

TC-18.24 1/17/14

TC-22.20 1/17/14

TC-41.10 7/19/13

TC-41.20 10/18/13

TC-41.40

TC-41.50

TC-42.10

TC-42.20

TC-51.11 1/17/14

TC-52.10 10/18/13

TC-52.20 7/18/14

TC-65.10 1/17/14

TC-65.11 7/18/14

TC-72.20 7/18/14

TC-82.10 10/18/13

SEEDING

SEEDING

RAMPS - VERMILLION INTERCHANGE

RAMPS - REST AREA

JOINT SEALING

PAVEMENT GRINDING

JOINT REPAIR

DRAINAGE

GUARDRAL

16-59, 59A

64

65-66

LOR-2-1511 234-242

243-251

LOR-2-2621 252-261

LOR-2-3331 262-267

RAMPS - BAUMHART INTERCHANGE

WEST RIVER ROAD

VERMILLION ROAD

SUNNYSIDE ROAD

VERMILLION INTERCHANGE ROAD

CLAUS ROAD

CURB REMOVAL & SHOULDER REPLACEMENT

LOR-2-3001

LOR-2-2231

147-154, 154A

169, 169A

EXCEPTIONS SEE SHEETS 2 AND 3

FOR DESIGN DESIGNATION AND DESIGN



THE CLOSING TO TRAFFIC OF THE HIGHWAY EXCEPT FOR

THE RAMPS AND SIDE ROADS AS DESCRIBED ON SHEETS

16 & 17 AND AS SHOWN ON SHEETS 19-22, AND THAT

PROVISIONS FOR THE MAINTENANCE AND SAFETY OF

TRAFFIC WILL BE AS SET FORTH ON THE PLANS AND

ESTIMATES.


APPROVED

APPROVED


TRANSPORTATION






ESTIMATED CONTRACTOR EARTH DISTURBED AREA:


9.5 ACRES

2.6 ACRES

12.1 ACRES

UNDER AUTHORITY OF SECTION 4511.21, DIVISION (H)

832

MT-99.20

BEGIN PROJECT

STA. 1610+92.00

WEIGH-IN-MOTION DETAILS


PLAN PREPARED BY:

9999 ENGLISH DRIVE




267

SOIL PROFILES

1-800-925-0988


CALL

(TOLL FREE)

1-800-362-2764


NON-MEMBERS



BEFORE YOU DIG



SERVICE CALL:


SHEETS NOT USED 67-73, 86-88

4/23/13

WATERWAY PERMIT

7/18/14

7/18/14

DATE: JAN. 2015

SP 1302-5

REHABILITATION OF 1.72 MILES OF EXISTING PAVEMENT

AND SHOULDERS FOR ONGOING RESEARCH PROJECTS

INCLUDING THE INSTALLATION OF WEIGH-IN-MOTION

INSTRUMENTATION AND THE REHABILITATION OF BRIDGES

UNDER WEST REIVER ROAD, VERMILION ROAD, VERMILION

INTERCHANGE ROAD, SUNNYSIDE ROAD AND CLAUS ROAD

AND OVER THE VERMILION RIVER AND BAUMHART ROAD.


ENGINEERS SEAL ENGINEERS SEAL

20' & UNDER

FOR STRUCTURES

OVER 20'

EXCEPT STRUCTURES

FOR ENTIRE PLAN

11-11-14 11-11-14

PROVISIONS

SPECIAL

10/18/13

10/18/13

10/18/13

10/18/13

7/19/13

MGS-1.1

MGS-2.1

MGS-3.1

MGS-4.2

MGS-5.3

1/17/14

1/17/14

1/17/14

1/17/14

1/17/14

1/17/14

1/17/14

MGS-3.2

MGS-6.1

1/18/13

7/19/13

10/17/14

1/17/14

800-2014

OF THE OHIO REVISED CODE, THE REVISED PRIMA FACIE

SPEED LIMITS AS INDICATED HEREIN ARE DETERMINED

TO BE REASONABLE AND SAFE, AND ARE HEREBY ESTA-

BLISHED FOR THE DURATION OF THIS PROJECT. THE

PRIMA FACIE SPEED LIMIT OR LIMITS HEREBY ESTABLISHED

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.

SHALL BECOME EFFECTIVE WHEN WHEN APPROPRIATE

SIGNS GIVING NOTICE THEREOF ARE ERECTED.

FIG. 1307-3(c)

CA

LC

UL

AT

ED

CH

EC

KE

D

TR

U-9

9-13.4

8

DESCRIPTIONUNITGRAND

TOTALITEM

ITEM

EXT.

SHEET NUMBERSHEET

SEE

NO.

GE

NE

RA

L

SU

MM

AR

Y

81

267

JKP

FG

W

DATE: JANUARY 2015

PARTICIPATION

STRUCTURE TRU-99-2056 GENERAL SUMMARY

STRUCTURE TRU-99-1924 GENERAL SUMMARY 229

236

RETAINING WALLS

203 20000 1710 CU YD EMBANKMENT

203 35000 3474 CU YD GRANULAR EMBANKMENT

503 11100 LUMP

203 20000 1636 CU YD EMBANKMENT

203 35000 3584 CU YD GRANULAR EMBANKMENT

503 11100 LUMP

BUILDING DEMOLITION

202 56000 LUMP

202 56000 LUMP

202 56000 LUMP

202 56000 LUMP


614 11110 10 HOUR

614 12460 5 EACH WORK ZONE MARKING SIGN

614 12470 38 EACH WORK ZONE SPEED LIMIT SIGN

614 12500 100 EACH REPLACEMENT SIGN

614 12600 200 EACH REPLACEMENT DRUM

614 12800 1528 EACH WORK ZONE RAISED PAVEMENT MARKER

614 13100 1201 EACH

614 20300 14.00 MILE WORK ZONE LANE LINE, CLASS I, 740.06, TYPE II

614 21300 0.11 MILE WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE II

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

614 22000 4.33 MILE WORK ZONE EDGE LINE, CLASS I

614 22300 7.34 MILE WORK ZONE EDGE LINE, CLASS I, 740.06, TYPE II

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

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

615 10000 LUMP ROADS FOR MAINTAINING TRAFFIC

615 35001 944 SQ YD PAVEMENT FOR MAINTAINING TRAFFIC, AS PER PLAN 17

616 10000 30 M GAL WATER

616 20000 10 TON CALCIUM CHLORIDE

622 41001 30280 FT 58

614 11000 LUMP MAINTAINING TRAFFIC

619 16020 8 MONTH FIELD OFFICE, TYPE C

623 10000 LUMP

624 10000 LUMP MOBILIZATION

SPECIAL 51272000 878 SQ YD EPOXY WATERPROOFING OVERLAY (1/4" THICK) 190

503 21101 1150 CU YD UNCLASSIFIED EXCAVATION, AS PER PLAN 108

SPECIAL 61050010 4738 SQ FT 190

503 21101 1124 CU YD UNCLASSIFIED EXCAVATION, AS PER PLAN 108

SPECIAL 61050010 4766 SQ FT 190

BUILDING DEMOLISHED: PARCEL NO. 11-WD-1, 1 STORY BRICK BUILDING

BUILDING DEMOLISHED: PARCEL NO. 13-WL, 2 STORY BRICK BUILDING

OPTION A: REINFORCED EARTH WALL

OPTION B: RETAINED EARTH WALL

262192

LUMP

LUMP

LUMP

LUMP

4738

1150

LUMP

3584

1636

1710

3474

LUMP

1124

4766

878

1528

1201

0.11

10

5

38

100

200

14.00

0.26

4.33

7.34

48

5692

LUMP

944

30

10

30280

55231816

BARRIER REFLECTOR

COFFERDAMS AND EXCAVATION BRACING

COFFERDAMS AND EXCAVATION BRACING

INCIDENTALS

RETAINING WALL, MISC.: REINFORCED EARTH WALL SYSTEM

RETAINING WALL, MISC.: RETAINED EARTH WALL SYSTEM

BUILDING DEMOLISHED: PARCEL NO. 13-T, 1 STORY BLOCK BUILDING

BUILDING DEMOLISHED: PARCEL NO. 19-T, 1 STORY METAL BUILDING

LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE

PORTABLE BARRIER, 32", AS PER PLAN

CONSTRUCTION LAYOUT STAKES AND SURVEYING


SEE

GEN DEL MRW FRA1 FRA2 MAD MRW PIC UNI SHEET

5 15 16 17 18 19 20 21 22 NO.

TRAFFIC CONTROL

209.9 48.6 12.2 12.6 34.2 152.7 100.6 120.2 642 00090 691 MILE EDGE LINE, 4"

113.0 33.3 369.9 298.0 29.9 59.8 94.3 642 00094 885.2 MILE EDGE LINE, 6"

70.0 32.7 273.0 314.1 22.2 30.6 59.6 642 00194 732 MILE LANE LINE, 6"

106.0 23.4 8.4 6.7 17.4 79.7 50.1 642 00290 185.7 MILE CENTER LINE

9201.0 3171.0 8512.0 4512.0 528.0 7548.0 642 00394 24271 FT CHANNELIZING LINE, 12"

106.0 7689.0 5459.0 897.0 950.0 642 01508 14995 FT DOTTED LINE, 6"


240 614 11110 240 HOUR LAW ENFORCEMENT OFFICER WITH

PATROL CAR FOR ASSISTANCE

LUMP 642 20000 LUMP TWO WAY RADIO EQUIPMENT

INCIDENTALS

LUMP 614 11000 LUMP MAINTAINING TRAFFIC

LUMP 614 11001 LUMP MAINTAINING TRAFFIC, AS PER PLAN 4

LUMP 624 10001 LUMP MOBILIZATION, AS PER PLAN 4

Calculated by: JJD

Checked by: DAC 6 OF 28

SHEET

ITEMITEM

EXT.UNIT DESCRIPTION

GRAND

TOTAL

SP 1302-2 · 2015. 1. 16. · suspend project resume project sta. 1205+50.00 begin project sta....

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