STATE OF OHIO

DEPARTMENT OF TRANSPORTATION

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

LOCATION MAP

SCALE IN MILES

0 1 2 3 4

DESIGN DESIGNATION

DIRECTIONAL DISTRIBUTION

TRUCKS (24 HOUR B&C)

DESIGN SPEED

LEGAL SPEED

DESIGN EXCEPTIONS

DESIGN FUNCTIONAL CLASSIFICATION:

PORTION TO BE IMPROVED

APPROVED

APPROVED

DATE DISTRICT DEPUTY DIRECTOR

DATE DIRECTOR, DEPARTMENT OF

TRANSPORTATION

PROJECT DESCRIPTION

LIMITED ACCESS

2013 SPECIFICATIONS

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.

STANDARD CONSTRUCTION DRAWINGS

832 5/05/09

835 12/31/12

DM-1.1

DM-1.2

DM-1.4

WQ-1.3 7/20/12

F-1.1

RM-4.2 10/15/10

RM-4.3

PROVISIONS

SPECIAL

SUPPLEMENTAL

SPECIFICATIONS

RM-4.5 10/16/09

RM-4.6

MT-95.50 7/20/12 TC-61.10 4/20/12

TC-65.10 4/20/12

TC-65.11 4/20/12

TC-72.20 7/20/12

TC-73.10 4/20/12

TC-83.20 4/20/12MT-99.20 7/20/12

TC-7.65 1/21/11

TC-12.30 1/21/11

TC-21.10

TC-21.20 4/15/11

TC-21.50

TC-32.10 1/19/07

TC-41.10

TC-41.20 1/19/01

TC-42.10 1/19/07

TC-42.20 1/21/11

TC-52.10

TC-52.20

TC-71.10 10/19/12

HL-10.11 4/17/09

HL-10.12 10/15/10

HL-10.13 10/16/09

HL-10.31 4/17/09

HL-20.11 1/19/07

HL-20.21 10/19/12

HL-30.11

HL-30.21 10/21/11

HL-30.22

HL-40.10 1/19/07

HL-60.11 10/21/11

HL-60.12 10/21/11

HL-60.21 1/19/07

HL-60.31

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:

PLAN PREPARED BY:

INTERSTATE HIGHWAY

STATE & FEDERAL ROUTES

OTHER ROADS

COUNTY & TOWNSHIP ROADS

LOR-57-19.42

LO

R-5

7-19.4

2N

ON

E8

26

45

CURRENT ADT (2015) 21340

DESIGN YEAR ADT (2035) 21810

6%

54%

55 MPH

50 MPH

2181DESIGN HOURLY VOLUME (2035)

URBAN PRINCIPAL ARTERIAL

LATITUDE: N 41°23’58" LONGITUDE: W 82°06’59"

INTERSTATE

90

INTERSTATE

90

INTERSTATE

80

INTERSTATE

80

113

301

254

57

57

2

49580

50360

6%

53%

55 MPH

50 MPH

4532

67060

80210

60%

70 MPH

65 MPH

8021

59150

73670

60%

70 MPH

65 MPH

7367

S.R. 57 I.R. 90

14% 14%

NONE

of I.R. 90

North

of I.R. 90

South

of S.R. 57

West

of S.R. 57

East

R:/

07000/0712

2/

OD

OT P

ROJE

CT FIL

E/

LO

R/82645/road

way/sheets/82645

GT001.

DG

N

E10

03

86

INDEX OF SHEETS:

TITLE SHEET

SCHEMATIC PLANS

TYPICAL SECTIONS - SR 57

MIDWAY BOULEVARD

GRISWOLD ROAD

LEONA STREET

TILLOTSON STREET

52ND STREET

49TH STREET

MIDWAY MALL FRONTAGE ROAD

MIDWAY MALL DRIVE

I-80 RAMPS

I-90 RAMPS

PLAN & PROFILE - SR 57

MIDWAY BOULEVARD

GRISWOLD ROAD

LEONA STREET

TILLOTSON STREET

52ND STREET

MIDWAY MALL FRONTAGE RD

MIDWAY MALL DRIVE

I-80 RAMPS

I-90 MAINLINE

49TH STREET

CROSS SECTIONS - SR 57

MIDWAY BOULEVARD

GRISWOLD ROAD

LEONA STREET

TILLOTSON STREET

52ND STREET

MIDWAY MALL FRONTAGE RD

MIDWAY MALL DRIVE

49TH STREET

I-90 RAMPS

I-80 RAMPS

SUPERELEVATION TABLES

INTERSECTION DETAILS

INTERCHANGE DETAILS

DRIVE PROFILES

TRAFFIC CONTROL PLANS

RETAINING WALL PLAN AND PROFILE

STRUCTURES REMOVED

RIGHT-OF-WAY PLANS

ENGINEERS SEAL:

SIGNED:

DATE:

CB-2.1

CB-2.2

MH-1.1

MH-1.2

MH-3.1

6-11

2-5

12

13

14-16

17

18-19

20

21

22

23

24-26

27-29

30-136

137-139

172-198

199-202

203-206

207-210

211-212

213-214

215-217

230-234

235-236

237-240

250-288

289-300

301-313

314-323

324-330

331-337

338-347

348-349

350-366

367-431

432-462

469-472

473-482

483-492

509-530

666-754

STA. 167+40.92

END PROJECT

STA. 101+86.23

BEGIN PROJECT

840-843

GENERAL NOTES

SIGNAL PLANS

815-834LIGHTING PLANS

FENCING PLANS

531-534

627-665

DRIVE DETAILS AND SUBSUMMARIES

PAVEMENT JOINT DETAILS 493-508

835-839219-229 I-90 RAMPS

I-90 MAINLINE 463-468

TC-81.21

TC-82.10

TC-84.20 1/21/11

TC-84.21 1/19/07

TC-85.10 10/16/09

TC-85.20

TC-81.10

TC-41.30

TC-41.40

1/19/07

7/16/04

1/21/11TC-41.41

MT-97.10 7/20/12

MT-98.10 7/20/12

MT-98.11 7/20/12

MT-98.20 7/20/12

MT-98.21 7/20/12

MT-98.28 7/20/12

MT-101.60 7/20/12

MT-101.70 4/15/11

MT-101.90 10/19/12

MT-102.10 1/18/13

MT-102.20 1/18/13

MT-105.10 7/20/12

MT-120.00 7/20/12

MAINTENANCE OF TRAFFIC

241-249CROSS SECTION LAYOUT

GENERAL SUMMARY

140-167ESTIMATED QUANTITIES

616-626

538-615DRAINAGE PLANS

REMOVAL PLANS

168-171PROJECT SITE PLANS

WATERWORK AND SANITARY PLANS

844-858

I HEREBY APPROVE THESE PLANS AND DECLARE THAT

PLANS AND ESTIMATES.

THE MAKING OF THIS IMPROVEMENT WILL NOT REQUIRE

THE CLOSING TO TRAFFIC OF THE HIGHWAY EXCEPT

FOR THE SIDE ROADS AS DESCRIBED ON SHTS 30-136

AND THAT PROVISIONS FOR THE MAINTENANCE AND

SAFETY OF TRAFFIC WILL BE AS SET FORTH ON THE

LENGTHEN THE REQUIRED MERGE DISTANCE.

I-80 INTERCHANGE AND SR 57 WILL BE IMPROVED TO

THE ENTRANCE AND EXIT RAMPS TO THE OHIO TURNPIKE

TED INTO A FULL DIAMOND INTERCHANGE WITH SIGNALS.

THE INTERCHANGE OF I-90 AND SR 57 WILL BE CONVER-

49TH STREET BRIDGE OVER SR 57 WILL BE REMOVED.

FRONTAGE ROADS WILL BE RELOCATED. THE EXISTING

AND GRISWOLD RD. WILL BE WIDENED AND COMMERCIAL

GRADE INTERSECTIONS WITH SR 57. MIDWAY BLVD.

FIGURATIONS WILL BE CONVERTED INTO SIGNALIZED AT-

MIDWAY BLVD. AND GRISWOLD RD. RAMP CON-

SIX LANES FROM THE OHIO TURNPIKE TO I-90. THE

IMPROVEMENT AND WIDENING OF STATE ROUTE 57 TO

MISCELLANEOUS ROADWAY DETAILS 535-537

218

MT-95.40 7/20/12

MT-95.30 7/20/12 1/18/13

1/18/13

1/18/13

1/18/13

1/18/13

1/18/13

1/18/13

RM-4.4

RM-1.1

RM-3.1

1/18/13

BP-2.1

BP-2.2 7/18/08

BP-2.5

BP-3.1 4/20/12

BP-6.1

BP-8.1 7/18/08

BP-4.1 7/16/04

BP-5.1 7/28/00

BP-7.1 10/15/10

BP-9.1

MGS-1.1

MGS-2.1

MGS-3.1

MGS-4.2

MGS-4.5 1/18/13

MGS-5.3

BP-1.1 7/28/00

CB-1.1

CB-1.2

1/18/13

1/18/13

1/18/13

1/18/13

1/18/13CB-2.3

HW-2.2 1/18/13

I-2.1

I-2.2

1/18/13

1/18/13

MH-1.3

MH-2.1

1/18/13

1/18/13

1/18/13

1/18/13

1/18/13

1/18/13

1/18/13

1/18/13

7/19/13

1/18/13DM-4.3

DM-4.1

7/20/12DM-4.4

811

861

1/18/13

804 1/19/07

1/18/13

1/18/13

1/18/13

MGS-4.3 1/18/13

MT-95.31 7/20/12

MT-95.61 7/20/12

MT-98.22 7/20/12

1

LORAIN COUNTY

ELYRIA TOWNSHIP

CITY OF ELYRIA

ENGINEERS SEAL:

SIGNED:

DATE:

941

1

PROJECT EARTH DISTURBED AREA:

NOTICE OF INTENT EARTH DISTURBED AREA:

ESTIMATED CONTRACTOR EARTH DISTURBED AREA:

58 ACRES

10 ACRES

68 ACRES

755-760,760A-760C,761-803,803A,804-814

1/18/13

1/18/13

1/16/09LA-1.2

7/19/13

7/19/13

7/19/13

7/19/13

7/19/13

7/19/13

7/19/13

7/19/13

7/19/13

7/19/13

7/19/13

F-3.3

7/19/13

7/19/13

7/19/13RM-4.1

7/19/13

7/19/13 7/19/13

859-876,876A-876B,877-940,940A,941

SOIL PROFILES

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STANFORD AVE

W 34TH ST

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AV

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LE

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AV

E

LA

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E 35TH ST

E 32ND ST

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E35TH ST

E 42ND ST

BO

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AV

E

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RD

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BELMONT AVE

LO

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FO

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AV

E

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LA

FA

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TT

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R

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CORNELL AVE

EASTERNHTS BLVD

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STANFORD AVE

WIN

CK

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T

COLUMBIA AVE

WILDER AVE

DR

CH

EST

NU

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DY

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D

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AVE

LIVERMORE LN

MIAMI AVE

CA

NTERBURYRD

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AV

E

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FAIRWOOD

BLVD

PRINCETON AVE

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RD

DR

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6THST

EASTERNHTS BLVD

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LD

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LD

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DR

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MORGAN AVE

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ST

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DA

LE

AV

E

MEADOW DR

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DILWORTH ST

TA

LB

OT

LN

W24TH

ST

CAROLINE ST

TEMPLE CT

PRESTON ST

LAFAYETTE ST

E 40TH ST

HAMILTON ST

W 25TH

ST

WO

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AV

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ON

DA

LE S

T

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HAMILTON AVE

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E

39TH

ST

CO

LU

MB

OL

N

BUCKEYE

ST

MA

DIS

ON S

T

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ST

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ANTOINETTE DR

DE

MA

SA

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EA

DY C

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ER

ST

NL

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AN

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11TH ST

E27TH ST

11TH ALY

FA

LB

O

AV

E

WIN

DW

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DR

NO

RF

OL

KA

VE

WES

T

AV

E

BLACK

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GE

WO

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ST

CH

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TO

NA

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LO

WA

VE

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OW L

N

CO

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TS

T

AN

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AV

E

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EMERSONST

EDISONCT

NorfolkSouthernCorporation

Riv

er

River

Black

WATERWAY PERMIT

I-90 RAMPS

N

LO

R-5

7-19.4

2

SC

HE

MA

TIC

PL

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AS

W

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R:\

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5\road

way\sheets\

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5G

B001.d

gn 8/13/2013 8:5

9:2

9

AM fatic

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HO

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ON

TA

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SC

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0200

100

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D

941

2

ELYRIA

CITY OF ELYRIA

CITY OF

135140

ELYRIA

CITY OF

60

50

55

50

5

| CONST. S.R. 57

STA. 125+37.44

MIDWAY BLVD.=

| CONST.

STA. 9+99.75

5

ST S

TA. 56+68.73

STA. 101+86.23

BEGIN PROJECT

FED # E100386

| CONSTRUCTION S.R. 57

| CONSTRUCTION S.R. 57

49

TH S

T.

TS S

TA. 5

5+93.4

1

SC ST

A. 5

7+93.4

1

PT STA. 68+63.47

CS STA. 54+81.38

TS S

TA. 5

7+35.4

0

| CONST. S.R. 57

STA. 144+03.20

\ CONST. RAMP D=

STA. 50+00.00

\ RAMP D

\ RAMP C

| CONST. S.R. 57

STA. 153+56.07

RAMP C=

50+00.00 \ CONST.

RAMP A =

68+69.12 \ CONST.

TS ST

A.

60+89.2

6

POT STA. 50+00.00

EQUATION:STA. 42+03.00 BK =

PCC STA. 50+00.00

5

8

CS STA. 5

9+56.58

POT STA. 70+00.71

15

15

13

12

PT S

TA. 19

+10.76

PC S

TA. 20

+65.00

PC ST

A.

17+33.7

1

POT ST

A. 13+

98.94

ELYRIA

CITY OF

2515

2B

CS S

TA. 54+17.95

SC S

TA. 56+17.95

POT S

TA. 50+00.0

0

TS S

TA. 51+

00.0

0

SC ST

A.

53+00.0

0

100 105\ RAMP 8-A

\ RAMP 8-B

POT S

TA. 5

0+00.0

0

TS S

TA. 5

1+00.0

0

SC ST

A.

53+00.0

0CS S

TA. 54+68.73

| C

ON

ST. S.R. 57

ST

A. 10

8+29.32 56.00’

RT

\ C

ON

ST. R

AM

P 8-

B=

ST

A. 58+68.77

55

110

3

PT S

TA. 60

+10.50

| C

ON

ST. S.R. 57

ST

A. 115+32.00 56.00’

LT

ST

A. 63+17.95 \ C

ON

ST. R

AM

P 8-

A=

LEONA ST.

51S

T S

T.

105

52

ND S

T.

PC STA. 119+42.27

MID

WA

Y B

LV

D.

ELYRIA

CITY OF

STA. 60+00.00 | CONST. 52nd ST.

STA. 118+63.42 | CONST. S.R. 57=

STA. 50+91.61 | CONST. 52nd ST.

STA. 0+76.22 | CONST. LEONA ST.=

STA. 0+77.47 | CONST. MIDWAY BLVD.

STA. 7+41.18 | CONST. LEONA ST.=

STA. 41+04.96 | CONST. GRISWOLD RD.

STA. 14+12.06 | CONST. LEONA ST.=

| CONST. MIDWAY BLVD.

STA. 0+92.47

| CONST. LEONA ST.=

STA. 7+41.18

STA. 682+01.97 AH

STA. 654+32.73 BK =

PT STA. 52+76.95

STA. 50+00.00 AH

40

125

10

20

PI STA. 13+52.47

TILLOTSON ST.

60

55

GRIS

WO

LD R

D.

14

20

10N 1° 45’ 07" WP

T S

TA. 25+36.24

STA. 4+69.38 | CONST. TILLOTSON ST.

STA. 30+00.00 | CONST. MIDWAY MALL FRONTAGE RD.=

STA. 6+69.35 | CONST. TILLOTSON ST.

STA. 19+30.63 | CONST. MIDWAY BLVD.=

STA. 10+00 | CONST. TILLOTSON ST.

STA. 24+35.59 | CONST. SERVICE ROAD=

MA

TC

H LIN

E S

TA. 15

7+00 L

OR-57-19.42

OF ELYRIA

TOWNSHIP

160

165

170

STA. 167+40.92

END PROJECT

MA

TC

H LIN

E S

TA. 15

7+00 L

OR-57-19.42

65

155

OF ELYRIA

TOWNSHIP

TS STA. 51+75.66

SC STA. 53+75.66

55

60

690

PCC STA. 63+10.40

PI STA. 63+50.58

65

70

ST STA. 61+56.58

PC STA. 52+43.00

150

ELYRIA

CITY OF

TS STA. 53+00.01

SC STA. 5

5+00.0

1

CS S

TA. 58+87.5

6

ST ST

A.

60+87.5

6

PC S

TA. 56+03.95

PT STA. 57+83.08

650

6

60

CS ST

A. 63+

94.84

9B

SC S

TA. 6

2+39.2

6

60

55

645

50

640

ST STA. 65+44.84

145

7

685

PT ST

A. 53+86.40

ST S

TA. 5

6+81.3

8

55

60

695

65

70

POT STA. 71+13.47

STA. 59+32.90 | CONST. GRISWOLD RD.

STA. 13+35.13 | CONST. TILLOTSON ST.=

PT STA. 144+32.27

| CONST. S.R. 57

STA. 144+03.20

\ CONST. RAMP F=

STA. 62+94.35

| CONST. SR 57

STA. 132+00.81

| CONST. GRISWOLD RD.=

STA. 50+00.00

45

PI STA. 7+02.47

130

50

1

PI S

TA. 10

+00.00

120115

11

| CONST. SR 57

PI STA. 147+40.89

STA. 10+00 | R/W SCHADEN RD.

STA. 159+15.16 | R/W AND CONST. S.R. 57 =

SC

HA

DE

N R

D.

NOTE: SEE SHEET 3 FOR CURVE DATA.

BE

EC

HW

OO

D

DR.

55

2A

4

2C

9A

10A

10B

10C

10D

59+35.40

SC STA. FRONTAGE ROAD

| CONSTRUCTION MIDWAY MALL

\ RAMP A

\ RAMP F

#3025-001

LIN

E1

LIN

E1