PROJECT EARTH DISTURBED AREA: 1.0 ACRES (NORTH STREET) · estimated contractor earth disturbed area: the standard specifications of the state of ohio, department of transportation,

11

1

NO

NE

STATE OF OHIO

DEPARTMENT OF TRANSPORTATION

N

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

DIRECTIONAL DISTRIBUTION

TRUCKS (24 HOUR B&C)

DESIGN SPEED

LEGAL SPEED

DESIGN FUNCTIONAL CLASSIFICATION:

NHS PROJECT

FEDERAL ROUTES

STATE ROUTES

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

PROJECT DESCRIPTION

ESTIMATED CONTRACTOR EARTH DISTURBED AREA:

THE STANDARD SPECIFICATIONS OF THE STATE OF

OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING

CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED

IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.

2019 SPECIFICATIONS

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.

(NORTH STREET)

MUS-C.R.66A-0.00

MUSKINGUM COUNTY

HARRISON TOWNSHIP

BLUE ROCK TOWNSHIP

INDICATED ON SHEET #.

HIGHWAY AND THAT DETOURS WILL BE PROVIDED AS

WILL REQUIRE THE CLOSING TO TRAFFIC OF THE

DECLARE THAT THE MAKING OF THIS IMPROVEMENT

FORMAL SESSION, HEREBY APPROVE THESE PLANS AND

WE THE COMMISSIONERS OF MUSKINGUM COUNTY, IN

PLAN PREPARED BY:

4.9 ACRES

0.5 ACRES

1.0 ACRES

THIS PROJECT CONSISTS OF THE REMOVAL AND

REPLACEMENT OF THE EXISTING SUPERTRUCTURE, THE

REPLACEMENT OF PIER CAPS WITH PIER REHABILITATION,

AND MINIMAL APPROACH ROADWAY WORK.

CURRENT ADT (2021)

DESIGN YEAR ADT (2041)

DESIGN HOURLY VOLUME (2041)

MAJOR COLLECTOR

NO

NONE

LATITUDE: 39°48'14" N LONGITUDE: 81°53'36" W

TITLE SHEET

SCHEMATIC PLAN

TYPICAL SECTIONS

GENERAL NOTES

PLAN AND PROFILE

1

2

4

3

5

25

25

914

DATE MUSKINGUM COUNTY COMMISSIONER



APPROVED

DATE DISTRICT DEPUTY DIRECTOR

DATE DIRECTOR, DEPARTMENT OF

TRANSPORTATION

APPROVED

APPROVED

APPROVED

APPROVED

1005

110

55

21

SLM 0.170

END PROJECT

SLM 0.000

BEGIN PROJECT

101730

E1706

37

M

US-

C.R.6

6A-0.0

0

STRUCTURES OVER 20' SPAN 6-11

STAGE 1 PLAN SUBMITTAL

SPECIFICATIONS

SUPPLEMENTAL

PROVISIONS

SPECIALSTANDARD CONSTRUCTION DRAWINGS

SIGNED:

DATE:

ENGINEERS SEAL:

32

31

15

262728

2930

11

10

2322

2120

19

3

1617

18

3029

2019

11

1415

35

22

87

6

34

5

2

21

2

109

Riffle

Run

Manns

Fork

Salt

Creek

Duncan

Run

Fox

Run

Back

Run

LittleBlue

Rock

Creek

Crow

Run

CedarRu

n

Dry

CU

TL

ER

LAKE

RD

C-45

C-6

C-6

IRISH R

IDGE

RD

RD

BUTT

ERM

ILK

RDC-226

GA

YS

PORT

HIL

LRD

C-466

C

-22

PEYTO

NR

DC-231

C-2

29

C-235

C-230

BETHLEHEMR

D

C-69

BUTTE

RBEAN

RIDGE

RDC-

68 T-234

BUTT

ERBE

AN

R

IDGE

RD

T-68

T-139

BAC

K

RU

N

RD

T-140A

-140

UN

IO

N

HIL

L

RD

T-137

MOODY

HOLLOW

RD

VIRGIN

IARID

GE RD

T-66

RID

GEVIEW

T-452

BLUE

ROCK

R

D

T-13

6

TWYMAN

HILL

RD

T-245

STAKER

HILLRD

T-425

BR

OW

NIN

G

RD

T-4

51

T

SHAVER

RD

T-2

27

IMLA

Y

RD

T-248

CEDAR

RUN

RD

T-243

CO

RNS

RD

T-380

T-236

T-4

84

ROBERTS RD

T-466

T-1

40

BREWERLN

T-243

T-244

STRA

WSER

LN

T-466

T-22

9

T-244

T-69

A

PIO

NEER

DR

WATER

ST

EAST

ST

RIO VIL

LA

CIR

HARRISON

Stone

Cedar Run

Merriam

Blue Rock PO

(Gaysport)

ST

MORGANCOUNTY

60

60 376

(NORTH STREET)

| CONSTRUCTION C.R. 66A

(OLD RIVER RD)

| C.R. 6

(SOUTH RIVER RD)

| S.R. 60

NOT TO BE DISTURBED

EXISTING OVERHEAD ELECTRIC

TO BE REMOVED

EXISTING SUPERSTRUCTURE

N

2

11

SC

HE

MA

TIC

PL

AN

0

SEJ

MJE

CA

LC

UL

AT

ED

CH

EC

KE

DH

ORIZ

ON

TA

L

SC

AL

E IN F

EE

T

15

30

60

MU

S-

C.R.6

6A-0.0

0

10

STA. 19+00.00

END WORK

STA. 9+88.00

BEGIN WORK

SLM 0.170

STA. 18+93.00

END PROJECT

SLM 0.000

STA. 10+00.00

BEGIN PROJECT

MUS

KIN

GU

M RIV

ER

BL

UE R

OC

K T

WP

HA

RRIS

ON T

WP

PC Sta. 17

+24.78

PT Sta. 17

+80.21

PO

T Sta.

19+11.3

5

P.I. Sta. 17+52.70

¬

R = 300.00'

T = 27.93'

L = 55.43'

E = 1.30'

C = -55.61'

NORTH ST. CURVE DATA

11 12 13 14 15 16 17

18

19

2 4 1 5

PROFILE GRADE

2

VARIES VARIES

A

B ` 8" BITUMINOUS ASPHALT BASE

` 4" BITUMINOUS ASPHALT

A

254 - PAVEMENT PLANING, 3" ASPHALT CONCRETE, AS PER PLAN

3

B

3

11

SEJ

MJE

CA

LC

UL

AT

ED

CH

EC

KE

DT

YPIC

AL

SE

CTIO

NM

US-

C.R.6

6A-0.0

0

1

2

3

4

5 ITEM 411 - 3" STABILIZED CRUSHED AGGREGATE

LEGEND

ITEM 441 - 1ƒ" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448)

ITEM 441 - 1‚" - ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) PG64-22

ITEM 407 - TACK COAT (@ 0.05 GAL./SQ.YD.)

*

ROADWAY SECTION


0.016 * 0.016 *

SEE INTERSECTION DETAILS

PARKING LOT SHOWN

4

11

GE

NE

RA

L

NO

TE

SS

EJ

MJE

CA

LC

UL

AT

ED

CH

EC

KE

DM

US-

C.R.6

6A-0.0

0

LISTED BELOW ARE ALL UTILITIES LOCATED WITHIN THE PROJECT

CONSTRUCTION LIMITS TOGETHER WITH THEIR RESPECTIVE

OWNERS:

THE LOCATION OF THE UNDERGROUND UTILITIES SHOWN ON THE

PLANS ARE AS OBTAINED FROM THE OWNERS AS REQUIRED BY

SECTION 153.64 O.R.C.

UTILITIES

THE ROUNDING AT SLOPE BREAKPOINTS SHOWN ON THE TYPICAL

SECTIONS APPLY TO ALL CROSS-SECTIONS EVEN THOUGH OTHER-

WISE SHOWN.

ROUNDING

THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL

CONSTRUCTION ONLY. PROVIDE THE INSTALLATION AND OPERA-

TION OF ALL WORK ZONE TRAFFIC CONTROL AND WORK ZONE

TRAFFIC CONTROL DEVICES REQUIRED BY THESE PLANS WHETHER

INSIDE OR OUTSIDE THESE WORK LIMITS.

WORK LIMITS

ELEVATION DATUM

CONTRACTOR'S USE OF RIGHT-OF-WAY

THE CONTRACTOR SHALL NOT USE OR ENTER ANY AREA

OUTSIDE OF THE RIGHT-OF-WAY LIMITS THAT ARE SHOWN

ON THE PLANS.

ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM.

GROUND MOUNTED SIGNS

COUNTY WILL REMOVE ALL GROUND MOUNTED SIGNS ONCE

ROAD CLOSURE BEGINS, AND WILL REINSTALL SIGNS ONCE ROAD

IS OPENED TO TRAFFIC.

ATTN: BARRET TAMASOVICH

ZANESVILLE, OHIO 43701

160 N. 6TH STREET

AT&T OHIO:

ATTN: PAUL PAXTON

GAHANNA, OHIO 43230

850 TECH CENTER DRIVE

AEP OHIO POWER:

06-42-02-08-000

Vol. 210

0, Pg. 410

Dana J.

& Beverly L. Johnson

66'

WID

E

(VA

CA

TE

D)

WA

TE

R S

T.

66'

WID

E

(NO

T

VA

CA

TE

D)

WA

TE

R S

T.

20-60-20-05-000

Vol. 2354, Pg. 707

Lori A. Hite

Daniel E. &

20-60-20-01-001

Vol. 1091, Pg. 185

Edith C. Dearth

Glen A. &

06-42-01-

11-000

Vol. 2444, Pg. 231

Janeig

ht, L

LC.

06-42-01-

11-000

Vol. 444, Pg. 231

Janeig

ht, L

LC.

06-42-02-07-000

Vol. 2503, Pg. 477

Janeig

ht, L

LC.

06-42-02-07-000

Vol. 2100, Pg. 410

Beverly L. Johnson

Dana J. &

20-60-20-06-000

Vol. 987, Pg. 333

Thelma

G. Frasure

Elmer L.

&

TO BE REMOVED

EXISTING SUPERSTRUCTURE

(OLD RIVER RD)

| C.R. 6

(NORTH STREET)


NOT TO BE DISTURBED

EXISTING OVERHEAD ELECTRIC

(SOUTH RIVER RD)

| S.R. 6024.0'

26.0'

26.5'

5

11

0

SEJ

MJE

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

CA

LC

UL

AT

ED

CH

EC

KE

D

PL

AN

AN

D

PR

OFIL

E

ST

A.

10

+00.0

0

TO

ST

A.

19

+00.0

015

30

60

N

MU

S-

C.R.6

6A-0.0

0

ITEM 254 - PAVEMENT PLANING, 3" ASPHALT CONCRETE

10 11 12 13 14 15 16 17

PC Sta. 17

+24.78

PT Sta. 17

+80.21

18

19

P.I. Sta. 17+52.70

¬

R = 300.00'

T = 27.93'

L = 55.43'

E = 1.30'

C = -55.61'

NORTH ST. CURVE DATA

Residential

ResidentialResidential

BU

SIN

ESS

CO

MM

ER

CIA

L

BL

UE R

OC

K T

WP

HA

RRIS

ON T

WP

MUS

KIN

GU

M RIV

ER

SLM 0.000

STA. 10+00.00

BEGIN PROJECT

STA. 9+88.00

BEGIN WORK

SLM 0.170

STA. 18+93.00

END PROJECT

STA. 19+00.00

END WORK

59'-6" SPAN 1 71'-3" SPAN 2 102'-3" SPAN 3 110'-0" SPAN 4 140'-3" SPAN 5 140'-3" SPAN 6 60'-6" SPAN 7

| PIER 1 | PIER 2 | PIER 3 | PIER 4 | PIER 5 | PIER 6

686'-0" BRIDGE LIMITS

| BEARINGS, F.A.| BEARINGS, R.A.

10

660

11 12 13 14 15 16 17 18

600

630

690

720

750

780

600

630

660

690

750

780

680.55

682.05

683.55

685.05

686.55

688.05

689.55

691.

05

692.54

693.77

694.57

694.96

695.00

695.00

695.00

695.00

695.00

695.00

695.00

695.00

695.00

695.00

694.95

694.47

693.47

692.02

690.52

689.02

687.52

686.02

684.52

683.04

681.

75

680.71

679.90

679.34

680.55

681.

25

682.64

684.24

685.84

687.41

689.03

690.40

691.

06

691.

57

691.

92

692.28

692.53

692.58

692.67

692.58

692.58

692.64

692.69

692.65

692.61

692.57

692.21

691.

62

691.

02

690.35

689.58

687.43

687.43

685.88

684.26

682.81

681.

61

680.89

680.17

679.30

90'-0" V.C.

ELEV. = 695.00', K = 15

P.V.I. STA. 12+40.83

72'-0"

ELEV. = 695.00', K = 12

P.V.I. STA. 15+75.33

128'-0"

ELEV. = 679.78', K = 26

P.V.I. STA. 18+29.00

-6.00 %

-6.00 % -1.09 %

+0.00 % -6.00 %+6.00 % +0.00 %

+6.00 %

720

20-60-20-01-001

Vol. 1091, Pg. 185

Edith C. Dearth

Glen A. &

Q (100) =

DESIGN TRAFFIC:

DIRECTIONAL DISTRIBUTION =

2021 ADTT =2021 ADT =

2041 ADT = 2041 ADTT =

PROPOSED STRUCTURE

TYPE:

SPANS:

ROADWAY:

SKEW:

LOADING:

APPROACH SLABS:

ALIGNMENT:

CROWN:

COORDINATES: LATITUDE

LONGITUDE

WEARING SURFACE:

0.016 FT/FT

39°48'15"

81°53'40"

N

24'-0" F/F RAIL

25' LONG (AS-1-15)

1" MONOLITHIC CONCRETE

HL-93 WITH 0.06 KSF FUTURE WEARING SURFACE

ELEVATIONS

GRADE

PROFILE

PROPOSED

ELEVATIONS

GRADE

PROFILE

EXISTING

NONE

59'-6", 71'-3", 102'-3", 110'-0", 140'-3", 140'-3", 60'-6"

TANGENT WITH HORIZ. CURVE AT FORWARD ABUTMENT

STUDY 39119CV00B AUGUST 15, 2017

77,700 CFS BASED ON FEMA FLOOD INSURANCE

DRAINAGE AREA = 7,341 SQUARE MILES

1,005

EXISTING STRUCTURE

TYPE:

ROADWAY:

SKEW:

LOADING:

APPROACH SLABS:

ALIGNMENT:

CROWN:

STRUCTURAL FILE NUMBER:

DATE BUILT:

DISPOSITION:

NONE

6031307

SPANS:

NONE

HS-20-44

24'-0"` F/F RAIL

SUPERSTRUCTURE TO BE REPLACED

VARIES

59'`, 71'-3"`, 102'-3"`, 110'`, 140'-3"`, 140'-3"`, 59'`

SURFACE ON SANDSTONE ABUTMENTS AND PIERS.

APPROACH SPANS AND TRUSSES WITH ASPHALT WEARING

SEVEN SPAN STRUCTURE WITH SIMPLE STEEL BEAM

REHABILITATION IN 2001)

UNKNOWN (SUPERSTRUCTURE REPLACEMENT 1971 WITH

ABUTMENT

TANGENT WITH HORIZONTAL CURVE AT FORWARD

ABUTMENTS AND PIERS

COMPOSITE REINFORCED DECK ON EXISTING STANDSTONE

SEVEN SPAN STEEL BEAM AND PLATE GIRDER WITH

SPANS 1 & 2 - CONTINUOUS ROLLED BEAM WITH COMPOSITE DECK

SPAN 7 - SIMPLE ROLLED BEAM WITH COMPOSITE DECK

SPANS 3 - 6 - CONTINUOUS PLATE GIRDER WITH COMPOSITE DECK

DA

TE

ST

RU

CT

UR

E FIL

E

NU

MB

ER

ST

A.

ST

A.

CH

EC

KE

DR

EVIS

ED

DESIG

NE

DD

RA

WN

RE

VIE

WE

D

MJE

SEJ

SEJ

6

OV

ER

MU

SKIN

GU

M RIV

ER

10+54.50

17+40.50

60313

07

PID

No.

101730

6

SIT

E

PL

AN

MU

SKIN

GU

M C

OU

NT

YM

US-

CR

66

A-0000

1

11

BRID

GE

NO.

MU

S-

CR66

A-0000

914 21

23

55%

AND 10.1' AT SPANS 4 & 5

STRUCTURE CLEARS THE 100 YEAR DESIGN HW BY 1.5' AT R.A. SPAN 1

10 11 12

| PIER 1 | PIER 2

59'-6" SPAN 1 71'-3" SPAN 2

| BEARINGS | BEARINGS

+15.00

+55.50

+86.25

APPROACH SLAB

25'-0"

+29.25

+54.50 B

RID

GE LI

MIT

S

+85.25

+6.00 %

+87.25

ST

A. 11

+95.83

EL

EV. = 692.30

BRIDGE LIMITS686'-0"

SPAN 3

102'-3"

V.C.

90.00'

| BEARINGS, R.A.

10 11 12

682.05

683.55

685.05

686.55

688.05

689.55

691.

05

692.54

681.

25

682.64

684.24

685.84

687.41

689.03

690.40

691.

06

650

660

670

680

690

700

710

720

730

650

660

670

680

690

700

710

720

730

HYDRAULIC DATA

PROFILE ALONG | CONSTRUCTION

PLAN

| CONSTRUCTION

24'

F/

F R

AIL

END APPROACH SLAB STA. 10+54.50

| BEARINGS, R.A. STA. 10+55.50

| PIER 1, STA. 11+15.00

59'-6" SPAN 1

TRAFFIC DATA

APPROACH SLAB

25'-0"

1'-0"

MA

TC

H LIN

E S

TA. 12

+00.00 - S

EE S

HE

ET 2

MA

TC

H LIN

E S

TA. 12

+00.00 - S

EE S

HE

ET 2

| C

ONS

TR

UC

TIO

N

71'-3" SPAN 2

| PIER 2, STA. 12+86.25

| BEARINGS, STA. 12+85.25


70'-3" C/C BEARINGS

SPAN 3

102'-3"

C/C BEARINGS 101'-3"

SPAN CONFIGURATIONO

LD RIV

ER R

OA

DC

OU

NT

Y R

OA

D 6

12'

12'

NORTH STREET

COUNTY ROAD 66A

N

ELEVATIONS

GRADE

PROFILE

PROPOSED

ELEVATIONS

GRADE

PROFILE

EXISTING

DA

TE

ST

RU

CT

UR

E FIL

E

NU

MB

ER

ST

A.

ST

A.

CH

EC

KE

DR

EVIS

ED

DESIG

NE

DD

RA

WN

RE

VIE

WE

D

MJE

SEJ

SEJ

6

OV

ER

MU

SKIN

GU

M RIV

ER

10+54.50

17+40.50

60313

07

PID

No.

101730

7

SIT

E

PL

AN

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SKIN

GU

M C

OU

NT

YM

US-

CR

66

A-0000

2

11

BRID

GE

NO.

MU

S-

CR66

A-0000

12 13 14

| PIER 3 | PIER 4

110'-0" SPAN 4+88.50

+98.50

+6.00 % +0.00 %

NORMAL POOL ELEV. = 660.41

HW = 679.50`100

NAVIGATION CHANNEL

ST

A. 12

+85.83

EL

EV. = 695.00

SPAN 3102'-3"

V.C., P.V.I. STA. 12+40.83. ELEV. = 695.00', K = 1590.00'


SPAN 5140'-3"

12 13 14

693.77

694.57

694.96

695.00

695.00

695.00

695.00

695.00

695.00

695.00

695.00

691.

57

691.

92

692.28

692.53

692.58

692.67

692.58

692.58

692.64

692.69

692.65

650

660

670

680

690

700

710

720

730

650

660

670

680

690

700

710

720

730


PLAN

| CONSTRUCTION

24'

F/

F R

AIL

| PIER 4, STA. 13+98.50

MA

TC

H LIN

E S

TA. 12

+00.00 - S

EE S

HE

ET 1

MA

TC

H LIN

E S

TA. 12

+00.00 - S

EE S

HE

ET 1

MA

TC

H LIN

E 14

+75.00 - S

EE S

HE

ET 3

MA

TC

H LIN

E 14

+75.00 - S

EE S

HE

ET 3

110'-0" SPAN 4

| PIER 3, R.A. STA. 12+88.50

SPAN 3102'-3"

C/C BEARINGS101'-3"

SPAN 5140'-3"

12'

12'

NORTH STREET

COUNTY ROAD 66A

N

ELEVATIONS

GRADE

PROFILE

PROPOSED

ELEVATIONS

GRADE

PROFILE

EXISTING

DA

TE

ST

RU

CT

UR

E FIL

E

NU

MB

ER

ST

A.

ST

A.

CH

EC

KE

DR

EVIS

ED

DESIG

NE

DD

RA

WN

RE

VIE

WE

D

MJE

SEJ

SEJ

6

OV

ER

MU

SKIN

GU

M RIV

ER

10+54.50

17+40.50

60313

07

PID

No.

101730

8

SIT

E

PL

AN

MU

SKIN

GU

M C

OU

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YM

US-

CR

66

A-0000

3

11

BRID

GE

NO.

MU

S-

CR66

A-0000

15 16 17

PC Sta. 17

+24.78

P.I. Sta. 17+52.70

¬

R = 300.00'

T = 27.93'

L = 55.43'

E = 1.30'

C = -55.61'

| PIER 5 | PIER 6

140'-3" SPAN 6 60'-6" SPAN 7

| BEARINGS | BEARINGS

+38.75

+79.00

+39.50

72.00' V.C., P.V.I. STA. 15+75.33. ELEV. = 695.00, K = 12

+0.00 % -6.00 %

+78.00

+80.00

-6.00 %

ST

A. 17

+65.00

EL

EV. = 683.62

ST

A. 16

+11.33

EL

EV. = 692.84

ST

A. 15

+39.33

EL

EV. = 695.00

+40.50 B

RID

GE LI

MIT

S

APPROACH SLAB

25'-1•"

+65.63

SPAN 5140'-3"


| BEARINGS, F.A.

V.C.128.00'

15 16 17

695.00

695.00

694.95

694.47

693.47

692.02

690.52

689.02

687.52

686.02

684.52

692.61

692.57

692.21

691.

62

691.

02

690.35

689.58

687.43

687.43

685.88

684.26

650

660

670

680

690

700

710

720

730

650

660

670

680

690

700

710

720

730


PLAN

| CONSTRUCTION

24'

F/

F R

AIL

| PIER 5, STA. 15+38.75

MA

TC

H LIN

E S

TA. 14

+75.00 - S

EE S

HE

ET 2

MA

TC

H LIN

E S

TA. 14

+75.00 - S

EE S

HE

ET 2

MA

TC

H LIN

E 17

+70.00 - S

EE S

HE

ET 4

MA

TC

H LIN

E 17

+70.00 - S

EE S

HE

ET 4

APPROACH SLAB

25'-0"140'-3" SPAN 6 60'-6" SPAN 7

59'-6" C/C BEARINGS139'-3"C/C BEARINGS

SPAN 5140'-3"

EX. BUILDING



| PIER 6, STA. 16+80.00

| BEARINGS, F.A. STA. 17+39.50

BEGIN APPROACH SLAB STA. 17+40.50

12'

12'

NORTH STREET

COUNTY ROAD 66A

N

ELEVATIONS

GRADE

PROFILE

PROPOSED

ELEVATIONS

GRADE

PROFILE

EXISTING

DA

TE

ST

RU

CT

UR

E FIL

E

NU

MB

ER

ST

A.

ST

A.

CH

EC

KE

DR

EVIS

ED

DESIG

NE

DD

RA

WN

RE

VIE

WE

D

MJE

SEJ

SEJ

7

OV

ER

MU

SKIN

GU

M RIV

ER

10+54.50

17+40.50

60313

07

PID

No.

101730

9

SIT

E

PL

AN

MU

SKIN

GU

M C

OU

NT

YM

US-

CR

66

A-0000

5

11

BRID

GE

NO.

MU

S-

CR66

A-0000

18 19

PT Sta. 17

+80.21

-6.00 % -1.09 %

EL

EV. = 679.08

ST

A. 18

+93.00

V.C., P.V.I. STA. 18+29.00. ELEV. = 679.78, K = 26128.00'

18 19

681.

75

680.71

679.90

679.34

681.

61

680.89

680.17

679.30

679.02

650

660

670

680

690

700

710

720

730

650

660

670

680

690

700

710

720

730


PLAN

| CONSTRUCTION

NORTH STREET

COUNTY ROAD 66

MA

TC

H LIN

E S

TA. 17

+70.00 - S

EE S

HE

ET 3

MA

TC

H LIN

E 17

+70.00 - S

EE S

HE

ET 3

10'

80'

R

ST

AT

E R

OU

TE 60

16'

1̀4'

27.5'

R

TR

AN

SV

ER

SE S

EC

TIO

N - P

LA

TE

GIR

DE

R S

EC

TIO

NS

76

DA

TE

ST

RU

CT

UR

E FIL

E

NU

MB

ER

RE

VIE

WE

D

RE

VIS

ED

DR

AW

N

SEJ

CH

EC

KE

D

DESIG

NE

D

MJE

SEJ

60313

07

MU

S-

CR

66

A-0000

PID

No.

101730

10

BRID

GE

NO.

MU

S-

CR66

A-0000

OV

ER

MU

SKIN

GU

M RIV

ER

11

| CONSTRUCTION

0.0160.016

PROFILE GRADE

12'-0" EASTBOUND LANE12'-0" WESTBOUND LANE

1'-10•" 1'-10•"

(TY

P.)

1'-6"

DRIP GROOVE (TYP.)

1" £ HALF ROUND

TRANSVERSE SECTION

(TY

P.)

10•

"

2'-

7•

" (T

YP.)

SURFACES (TYP.)

SEALING OF CONCRETE

24'-0" OUT/OUT DECK

3 BEAM SPACES @ 6'-9" = 20'-3"

3'-4•"

B1 B2 B3 B4

3" (TYP.)

PER DS-1-92 (TYP.)

STAINLESS STEEL DRIP STRIP

PER TST-1-99

RAILING (TWIN STEEL TUBE) (TYP.)

(TY

P.)

8•

"

PLATE GIRDER SECTIONS

1'-9"

4'-

0"

1"1" 1'-9"

1'-9"

4'-

0"

1"2"

1'-9"

1'-9"

4'-

0"

2"

2"

1'-9"

TR

AN

SV

ER

SE S

EC

TIO

N - R

OL

LE

D B

EA

M S

EC

TIO

NS

BRID

GE

NO.

MU

S-

CR66

A-0000

OV

ER

MU

SKIN

GU

M RIV

ER

77

DA

TE

ST

RU

CT

UR

E FIL

E

NU

MB

ER

RE

VIE

WE

D

RE

VIS

ED

DR

AW

N

SEJ

CH

EC

KE

D

DESIG

NE

D

MJE

SEJ

60313

07

MU

S-

CR

66

A-0000

PID

No.

101730

11

11

| CONSTRUCTION

0.0160.016

PROFILE GRADE

12'-0" EASTBOUND LANE12'-0" WESTBOUND LANE

1'-10•" 1'-10•"

(TY

P.)

1'-6"

DRIP GROOVE (TYP.)

1" £ HALF ROUND

TRANSVERSE SECTION

(TY

P.)

10•

"

2'-

7•

" (T

YP.)

SURFACES (TYP.)

SEALING OF CONCRETE

24'-0" OUT/OUT DECK

3 BEAM SPACES @ 6'-9" = 20'-3"

3'-4•"

B1 B2 B3 B43" (TYP.)

PER DS-1-92 (TYP.)

STAINLESS STEEL DRIP STRIP

PER TST-1-99

RAILING (TWIN STEEL TUBE) (TYP.)

(TY

P.)

8•

"

ROLLED BEAM SECTIONS

W27x217 W27x146 W27x129

SheetSheetSheetSheetSheetSheetSheetSheetSheetSheetSheet

Documents

PROJECT EARTH DISTURBED AREA: 1.0 ACRES (NORTH STREET) · estimated contractor earth disturbed area: the standard specifications of the state of ohio, department of transportation,