PROJECT DESCRIPTIONAUG-US33-16.69

PID 99467

ODOT, the Ohio Rail Development Commission, and Ametek Inc. propose to eliminate theexisting at-grade railroad crossing on US33, east of the intersection with Cemetery Road. Theproject is necessary to eliminate a safety hazard on US 33.

Ametek currently receives, on average, three main line rail deliveries per week. During eachdelivery, traffic on US 33 may be blocked four times or more for 5 to 10 minutes each time, asrail cars are switched to/from the train. In addition, Ametek makes, on average, three internalrail movements per week that require crossing US 33. The proposed projects will eliminate thesecrossing blockages of US 33 and the associated safety hazard. The project will have a secondarybenefit of reducing the use of the train horn to only that necessary at the Cemetery Roadcrossing. Currently, each crossing of US 33 requires the use of the train horn.

Under this project, approximately 1000 feet of new rail spur will be constructed parallel to US33, on the north side. This new rail spur will provide the necessary tail track length for themovement of up to 15 rail cars during rail pick-up/delivery from Ametek, Inc. After the new railspur is constructed, the existing segment of rail line within ODOT’s right-of-way will beremoved. The new spur will be used only during rail pickup/delivery and will not be used tostore rail cars.

The project corridor is located in an area of mixed land-use, including a cemetery, industrialdevelopment, and agricultural lands. Acquisition of approximately 0.34-acre of will be neededfrom the south line of St. Joseph Cemetery. No other right-of-way acquisition will be required.

Within the project area, there are no National Historic Landmarks, sites listed or known eligiblefor the National Register of Historic Places, or sites for which Ohio Archaeological Inventoryforms have been completed. An Ohio Historic Inventory form has been completed for St. JosephCemetery (OHI AUG0052903), established in 1896. A Cultural Resources Survey wascompleted for the region in 1998, for the extension of US 33.

There are no wetlands or waterways within the proposed construction limits. Excluding smallscrub trees, no trees will be removed under this project. The project is not located within adesignated special flood hazard area.

The project will be constructed with federal System Preservation funds, Ohio Rail Developmentfunds, private funds, and ODOT state forces. Environmental clearance is scheduled for01/04/2016. The anticipated award date is June 2017.

´ 0 1,000 2,000 3,000 4,000 5,000500Feet

AUG-US 33-16.69PID 99467

Wapakoneta, Ohio Quadrangle

´ 0 150 300 450 600 75075Feet

AUG-US 33-16.69PID 99467

Wapakoneta, Ohio Quadrangle

STATE OF OHIO

DEPARTMENT OF TRANSPORTATION

AUG-33-16.69

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PID

NO.

PROJECT EARTH DISTURBED AREA:

NOTICE OF INTENT EARTH DISTURBED AREA:

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 (2036)

DESIGN HOURLY VOLUME (2036)

DIRECTIONAL DISTRIBUTION

TRUCKS (24 HOUR B&C)

DESIGN SPEED

LEGAL SPEED

DESIGN FUNCTIONAL CLASSIFICATION:

NHS PROJECT

4700

4700

420

0.52

0.27

60 MPH

55 MPH

PLAN PREPARED BY:

SIGNED:

DATE:

STANDARD CONSTRUCTION DRAWINGS

FEDERAL ROUTES

STATE ROUTES

NONE REQUIRED

ENGINEERS SEAL:

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

PROJECT DESCRIPTION

LIMITED ACCESS

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

CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED

IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.

UNDERGROUND UTILITIES

CONTACT BOTH SERVICES

CALL TWO WORKING DAYS

BEFORE YOU DIG

CALL

1-800-362-2764(TOLL FREE)

OHIO UTILITIES PROTECTION SERVICE

NON-MEMBERS

MUST BE CALLED DIRECTLY

1-800-925-0988PROTECTION SERVICE CALL:

OIL & GAS PRODUCERS UNDERGROUND

2013 SPECIFICATIONS

DATE DISTRICT DEPUTY DIRECTOR

APPROVED

TRANSPORTATION

DATE DIRECTOR, DEPARTMENT OF

APPROVED

EARTH DISTURBED AREAS

AUGLAIZE COUNTY

TITLE SHEET

TYPICAL SECTIONS

GENERAL NOTES

CS

X

TR

AN

SP

OR

TA

TIO

NE

150 (307)

PUSHETA TOWNSHIP

LATITUDE: 40°33'20" LONGITUDE: 84°09'50"

PLAN AND PROFILE

STA. 180+50.00

BEGIN PROJECT

STA. 190+78.55

END PROJECT

1

7-9

CROSS SECTIONS

RAIL REMOVAL DETAILS 18

YES

8/3/2015

SUBMITTAL

STAGE 1

4-5

1.88 ACRES

4.90 ACRES

0.50 ACRES

2-3

MAINTENANCE OF TRAFFIC 6

10-17

I HEREBY APPROVE THESE PLANS AND DECLARE THAT

THE MAKING OF THIS IMPROVEMENT WILL NOT REQUIRE

THE CLOSING TO TRAFFIC OF THE HIGHWAY EXCEPT AS

NOTED ON SHEET 6, AND THAT PROVISIONS FOR THE

MAINTENANCE AND SAFETY OF TRAFFIC WILL BE AS

SET FORTH ON THE PLANS AND ESTIMATES.

03 PRINCIPAL ARTERIAL (URBAN)

MARKINGS AND DRAINAGE.

OF GUARDRAIL ON THE NORTH SIDE OF U.S.R. 33, PAVEMENT

REPAIR OF THE EXISTINGU.S.R. 33 PAVEMENT, INSTALLATION

ALIGNMENT TO U.S.R. 33. PROJECT WILL ALSO INCLUDE

WITHIN THE ROAD RIGHT OF WAY AND ON A SIMILAR

EAST OF CEMETERY ROAD TO THE NORTH SIDE OF U.S.R. 33

PLASTICS, INC. FROM ITS CROSSING OF U.S.R. 33 LOCATED

OF THE EXISTING RAILROAD SPUR SERVICING AMETEK

THE PROJECT INVOLVES THE REMOVAL AND RELOCATION

WITH THE CSX RAILROADGRADE CROSSING RELOCATION

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198

33

CARPENTER MARTYtransportation

6612 SINGLETREE DRIVE COLUMBUS, OH 43229

614.656.2424 * WWW.CMTRAN.COM

N

ST

A.

24

41+50.0

0

TO

ST

A.

24

47

+00.0

0

CA

LC

UL

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67\road

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67

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AM c

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18

7

0

40

20

10 HO

RIZ

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TA

L

SC

AL

E IN F

EE

T

P.I. STA. 2443+90.39

¬

T = 130.18'

L = 254.20'

E = 17.40'

C = 251.21'

GRASS

GRASS

GRASS

GRAVEL BALLAST

GRAVEL BALLAST

12"

RCP

18"

RC

P

GRASS

GRAVELU/

G "O

LD" A

T&T T

ELE. (APPRO

X. LOC.)

5' WOVEN WIRE FE

NCEDOMINIO

N GAS 4" LINE (APPROX. LOC.)

GRAVEL BALLAST

GRAVEL BALLAST

18"

RC

P12

" R

CP

DRIVE

GRASS

U/

G T

SC FIB

ER

OP

TIC

GA

TE

12" RCPU/G "OLD" AT&T TELE. (APPROX. LOC.)

DOMINION GAS 4" LINE (APPROX. LOC.)

18"

RC

P

15"

RC

P24"

RC

P

GRAVEL DRIVE

910

915

920

925

930

244224432444244524462447

919.67

919.14

919.09

919.15

919.13

917.48

917.82

920.96

920.62

922.49

922.39

922.29

922.19

922.09

921.

99

921.

89

921.

79

921.

69

921.

59

921.

49

921.

39

921.

29

921.

19

921.

09

+0.40 %

930

925

910

915

920

921.

07

920.62

920.07

919.95

919.90

EXISTING GROUND PROFILEEXISTING TOP OF RAIL

PROPOSED TOP OF RAIL

E150 (307)

STA. 180+50.00BEGIN PROJECT

STA. 180+00.00BEGIN WORK

R = 5,729.58'

T = 1,199.58'

L = 2,365.00'

E = 124.23'

P.I. STA. 170+65.68

¬

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CURVE DATA - PROPOSED RAILROAD

LEGEND

ITEM 254 - PAVEMENT PLANING, ASPHALT CONCRETE

FULL DEPTH ASPHALT PAVEMENT(APPROX. LOC.)

U/G TSC FIBER OPTICU/G TSC FIBER OPTIC (APPROX. LOC.)

WITH LONGPOSTS

GUARDRAIL, TYPE MGS

R = 478.34'

MEET EX. TOP OF RAIL

STA. 2445+59.70

BEGIN TRACK WORK

STA. 2445+59.70

RAIL JOINT

| R/

W C

EM

ET

ER

Y R

OA

D

| TRACK CONSTRUCTION

| R/W U.S.R. 33

CURVE DATA - U.S.R. 33

REMOVE EX. TRACKS

2442

2443

2444

2445

2446

2447

REMOVE

REMOVE

REMOVE

REMOVE

REMOVE

ST

A. 18

2+65.98

BE

GIN L

T. P

LA

NIN

G

ST

A. 18

4+01.

96

EN

D R

T. P

LA

NIN

G

ST

A. 18

3+61.

95

EN

D L

T. P

LA

NIN

G

4" GAS

905 905

TO BE RELOCATED

POWER POLE

TO BE REMOVED

POWER POLE

MGS TYPE E

ANCHOR ASSEMBLY,

P.C. STA. 158+66.10

+19.47

10'

10'

10'

10'

+28.06

+58.98

PROPOSED FENCE

REMOVE

11'

11'

+33.30

+54.69

ITEM 670 - DITCH EROSION PROTECTION

EX. 18" RCP

4'

4'4'

6"

6'

8'

8'10'

8'

45'

CEMETERYM

AT

CH LIN

E S

TA. 2441+

50 - S

EE S

HE

ET 8

22'

NOTES

2. SEE SHEET XX FOR ESTIMATED QUANTITIES.

1. SEE SHEET 18 FOR ADDITIONAL RAIL REMOVAL DETAILS.

ST

A. 18

3+32.08

BE

GIN R

T. P

LA

NIN

G

PO

T S

TA. 2447+07.64

2442

2443

2444

2445

2446

2447

180

181

182

183

184

23

24

P.C. STA. 24+56.55

P.T. S

TA. 2445+14.41

P.C. S

TA. 2442+60.22

-1.19 %

920.49

P.V.I. STA. 2445+14.41

ELEV. = 921.03

N

ST

A.

24

36

+50.0

0

TO

ST

A.

24

41+50.0

0

CA

LC

UL

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L

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AL

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EE

T

GRASS GRASS

GR

AVEL D

RIV

E

DOMINION GAS 4" LINE (APPROX. LOC.)

5' WOVEN WIRE FENCE

GRASSGRASS

3"

GRAVEL DRIVE

910

915

920

925

930

24372438243924402441

914.45

914.79

916.11

917.17

917.99

918.81

919.69

919.87

920.15

920.01

919.67

922.36

922.39

922.41

922.44

922.46

922.49

922.51

922.54

922.56

922.59

922.61

922.64

922.66

922.69

922.71

922.74

922.75

922.73

922.67

922.59

922.49

910

915

920

925

930

PROPOSED TOP OF RAIL

EXISTING GROUND PROFILE

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

WITH LONGPOSTS

GUARDRAIL, TYPE MGS

| R/W U.S.R. 33

| TRACK CONSTRUCTION

905 905

GR

AV

EL

DRIV

E

4" GAS

PROPOSED FENCE

REMOVE

4'8'

8'10'

45'

CEMETERY

-0.10 %

PUSHETA TOWNSHIP

DUCHOUQUET TOWNSHIP

SECTION 3

SECTION 34

MA

TC

H LIN

E S

TA. 2441+

50 - S

EE S

HE

ET 7

MA

TC

H LIN

E S

TA. 2436+50 - S

EE S

HE

ET 9

22'

NOTE

SEE SHEET XX FOR ESTIMATED QUANTITIES.

24372438243924402441

185 186 187 188 189

P.V.I. STA. 2440+75.00ELEV. = 922.79

-0.10 %+0.40 %

100' V.C.

N

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A.

24

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+50.0

0

TO

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A.

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36

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910

915

920

925

930

910

915

920

925

930

-0.10 %

PROPOSED TOP OF RAIL

EXISTING GROUND PROFILE

E150 (307)

STA. 190+78.55

END PROJECT

BARN

1 STY. METAL

METAL SIDED

GRASS

GRAVEL DRIVE

GARAGE

BARN

WOOD

2 STY.

DOMINION GAS 4" LINE (APPROX. LOC.)

5' WOVEN WIRE FENCE

2436

913.10

913.85

914.45

922.26

922.29

922.31

922.34

922.36

CONSTRUCTION LIMITS

WITH LONGPOSTS

GUARDRAIL, TYPE MGS

| TRACK CONSTRUCTION

| R/W U.S.R. 33

905 905

P.I. STA. 195+11.16

¬

R = 5,729.58'

T = 466.02'

L = 930.00'

E = 18.92'

CURVE DATA - U.S.R. 33

4" GAS

P.T. STA. 199+75.14

+16.22

GUARDRAIL

TIE-IN TO EX.

STA. 192+00.00

END WORK

PROPOSED FENCE

REMOVE

45'

CEMETERY

DUCHOUQUET TOWNSHIPPUSHETA TOWNSHIP SECTION 34SECTION 3

MA

TC

H LIN

E S

TA. 2436+50 - S

EE S

HE

ET 8

22'

NOTE

SEE SHEET XX FOR ESTIMATED QUANTITIES.

BUMPER POST

ELEV. = 922.26

STA. 2435+50.00

BUMPER POST

STA. 2435+50.00 | PROPOSED TRACK

STA. 190+78.55, 45.10' LT. | R/W U.S.R. 33 =

2436

190 191192

193

194

P.C. S

TA. 19

0+45.14

N

18

18

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020

1040

CA

LC

UL

AT

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D

180

181

182

PT ST

A.

182+31.10

183

184

185

186

24452444 2443 2442 2441 2440

22

23

24

25

SAWCUT LINESAWCUT LINE

LEGEND

ITEM 254 - PAVEMENT PLANING, ASPHALT CONCRETE

FULL DEPTH ASPHALT PAVEMENT

REMOVE EXISTING RAILS

NOTES

GRAVEL DRIVE

5' W

OVEN

WIRE

FENCE

5' W

OVEN

WIRE

FENCE

GRAVEL BALLAST

GRAVEL BALLAST

DOMI

NIO

N GAS

4" LIN

E (A

PPRO

X. L

OC.)

U/G "OLD" AT&T TELE. (APPROX. LOC.)

U/

G TSC FIB

ER OPTIC

GRASS

GRASS

P.I. STA. 2443+90.39

¬

R = 478.34'

T = 130.18'

L = 254.20'

E = 17.40'

C = 251.21'

CURVE DATA - PROPOSED RAILROAD

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

JOINT

RAIL

REMOVE EXISTING RAILS

ST

A. 2445+59.70

EN

D R

EM

OV

AL

ST

A. 2440

+33.71

BE

GIN R

EM

OV

AL

| R/

W U.

S.R. 3

3

| R/

W C

EM

ET

ER

Y R

OA

D

ST

A.

182+65.9

8

BE

GIN LT.

PL

ANIN

G

ST

A.

183+32.0

8

BE

GIN RT.

PL

ANIN

G

ST

A. 18

3+61.95

EN

D LT. PL

ANIN

G

ST

A.

184+01.9

6

EN

D RT.

PL

ANIN

GSEE NOTE 2

PILE AT THE END.

REMOVE RAILS TO RIGHT-OF-WAY LINE AND PLACE BALLAST2.

PRIOR TO PLACING ASPHALT CONCRETE.

702.01 PG BINDER OR 702.13 RUBBERIZED ASPHALT EMULSION

EXISTING VERTICAL FACE SHALL BE COATED WITH A CERTIFIED

A SOUND PAVEMENT EDGE PER SEC. 203.04(E) OF THE CMS. THE

THE EXISTING PAVEMENT EDGES SHALL BE SAW CUT TO LOCATE1.

NEW RAILROAD CROSSING

TO BE RELOCATED

POWER POLE

TO BE REMOVED

POWER POLE

10'

10'

10'

10'+2

8.06

+58.

98

DUCHOUQUET T

OWNSHIP

PUSHET

A TOWNS

HIP

SECTIO

N 34

SECTIO

N 3

CEMETERY

ITEM 670 - DITCH EROSION PROTECTION

18"

RCP

18"

RCP

12"

RCP

12" RCP

12"

RCP

REMOVE

REMOVE

REMOVE

REMOVE

REMOVE

2440

2441

2442

2443

2444

2445

180

181

182

183

184

185

186

22

23

24

25

P.C. S

TA. 24

+56.5

5

P.T. S

TA. 2445+14.41

P.C.

ST

A.

2442+60.2

2