PROJECT DESCRIPTION

JAC-SR 279-10.13

PID 100887

It is proposed to replace the structure on SR 279 at the 10.13 mile mark in Jackson County, Ohio. The project is located in a rural area of Milton Township. The structure carries SR 279 over Jackson Lake.

The existing structure is a five span continuous reinforced concrete slab on capped pile abutments and piers. The new structure will be a 3 span continuous reinforced concrete slab on capped pile abutments and piers. The existing structure (SFN 4003098) has a sufficiency rating of 52.2 functionally obsolete (F.O.) and the general appraisal rating is 5. The structure was built in 1940.

The project will not require new right-of-way.

No homes or businesses will be removed by the project. According to US census data an underserved populations (low income population) is adjacent to the project area. The low income population will not be directly impacted by the project.

The project was surveyed for running buffalo clover on June 2, 2017. The survey determined that potentially suitable habitat for this species was not present within the project limits. All quads around the project area are impacted by mowing, herbicidal spraying and other recent disturbances. The project will have a No Effect on the running buffalo clover.

The funding for the project is 80% Federal and 20% State. The environmental commitment date is 9/7/2018. The project is currently expected to be awarded 7/1/2019. The road will be closed for the duration of the project.

ODOT District 9 Planning and Engineering Department

March 2018

Base Map: 7.5 Minute Topographic Quadrangle,

Oak Hill, Ohio 383-15-NE

JAC-SR 279-10.13

0 1,000 2,000500Feet

q

ODOT District 9 Planning and Engineering Department

March 2018

Base Map: Bing Maps Hybrid

Aerial Location Map

JAC-SR 279-10.13

0 1,000 2,000500Feet

q

ODOT District 9 Planning and Engineering Department

March 2018

Base Map: OSIP 2

Aerial Location Map

JAC-SR 279-10.13

0 100 20050Feet

q

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.

G:\

DE\

Clients\

OD

OT\

07

793

6_J

AC-2

79-10.1

3\

1008

87

_J

AC-2

79-10.1

3\

Desig

n\

Road

way\

Sheets\

1008

87

_G

T001.d

gn

Sheet

1/2

2/2

018

11:0

1:4

1

AM riv

era

PID

NO.

29

1

NO

NE

STATE OF OHIO

DEPARTMENT OF TRANSPORTATION

N

APPROVED

DATE DISTRICT DEPUTY DIRECTOR

DATE DIRECTOR, DEPARTMENT OF

TRANSPORTATION

APPROVED

SCALE IN MILES

0 1 2 3 4

PORTION TO BE IMPROVED

INTERSTATE HIGHWAY

COUNTY & TOWNSHIP ROADS

OTHER ROADS

CURRENT ADT (2017)

DESIGN YEAR ADT (2037)

DESIGN HOURLY VOLUME (2017)

DIRECTIONAL DISTRIBUTION

TRUCKS (24 HOUR B&C)

DESIGN SPEED

LEGAL SPEED

DESIGN FUNCTIONAL CLASSIFICATION:

RURAL MAJOR COLLECTOR

NHS PROJECT

2200

2400

0.03

45 MPH

45 MPH

NO

PLAN PREPARED BY:

STANDARD CONSTRUCTION DRAWINGS

FEDERAL ROUTES

STATE ROUTES

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

PROJECT DESCRIPTION

SPECIFICATIONS

SUPPLEMENTAL

PROVISIONS

SPECIAL

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

JA

C-279-10.1

31008

87

JAC-279-10.13JACKSON COUNTY

LATITUDE: 82° 35' 43" LONGITUDE: -38° 53' 37"

TITLE SHEET 1

TYPICAL SECTIONS 2

7-8

MAINTENANCE OF TRAFFIC 3-6

STRUCTURES

CROSS SECTIONS

PLAN AND PROFILE

9-10

11

12

13-17

18-20

NOT FOR CONSTRUCTION

THE STANDARD SPECIFICATIONS OF THE STATE OF

OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING

CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED

IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.

2016 SPECIFICATIONS

AND ESTIMATES.

TRAFFIC WILL BE AS SET FORTH ON THE PLANS

PROVISIONS FOR THE MAINTENANCE AND SAFETY OF

THE CLOSING TO TRAFFIC OF THE HIGHWAY AND THAT

THE MAKING OF THIS IMPROVEMENT WILL NOT REQUIRE

I HEREBY APPROVE THESE PLANS AND DECLARE THAT

21-29

AND APPROACH ROADWAY RECONSTRUCTION.

REPLACEMENT OF SR-279 BRIDGE OVER JACKSON LAKE

NONE REQUIRED

OPTIONS 1 & 2

OPTION 3

OPTION 4

OPTIONS 1 & 2

OPTION 3

OPTION 4

FEASIBILITY STUDY

SUBMITTED 12/5/2017

RE-SUBMITTED 1/19/201833

29

26

27

28

20

9

15

16

8

12

1110

2

3

4

5

3534

25

24

13

14

21

17

33

32

1

32

31

30

1920

1718

8

7

23

22

6

29

5

6

5

36

Run

Run

Cub

Fork

Black

Fork

Hewitt

Dic

ks

Creek

4MIL

E

R

D

4MILERD

C-1

1

C-11

C.H.

&D.

RD

C-2

C-2

FR

AN

KLIN

VALL

EY

RD

C-13

AN

TIO

CH

RD

C-12

C-12

MORIAH

RD

C-5

GA

LLIA-

BLA

CK

FO

RK

RD

HICKORYGROVE

RDC

-83

C-48

CLAY-BANNERRD

C-50

DANT

.

DAVIS

R

D

C-16

CO

ZY GLENNRD

C-4

PYRO

RD

C-47

C-8

C-651

FLAT

T-116

RY

RD

T-338

ZOAR

CH

UR

CH

T-132

DICKENS

RD

T-340

T-280

T-705

ROBERT R.

LEWIS RDT-712

T-332

RD

GALLIPOLIS

RD

SO

NNE-

KO

LB

RD

T-268

GALLIPO

LISRD

T-10

8

T-730

WOLFERD

T-334

JO

HN S.

EV

ANS R

D

T-716

T-3

39

T-41S

T

HARMONRD

T-130A

T-128

ROSC

OE

RD

T-134

T-

4S

T-726

T-366

T-728

MC

COY

RD

T-318

LE

ON

AR

D L

N

T-333

T-30S

T-1

10

T-743

T-3

6S

T-738

T-56S

T-2

T-43S

T-710

T-949

T-393

T-23S

T-19S

T-405

T-4

4S

T-73S

T-270

T-3

40A

T-5

3

T-3

39

T-12

8A

T-9

11

T-53A

T-9

14

T-904

T-33S

T-60S

T-

T-5S

T-

962

T-112

SCENICVIEWDR

WO

OD

HIL

L

LN

T1109 ALY

CO

ZY

GLE

NS

T

OAK HILL

OAK HILL

Pyro

Monroe

Kitchen

Horeb

Hitchcock

Clay

Blackfork

Junction

Banner

BIN

GH

AM

ST

CROSS ST

BO

UN

DA

RY

ST

PA

RK

AV

E

WMAINST

2N

D

ST

HILL ST

NE

LM

ST

MORGANST

NH

YL

AN

DA

VE

WASHINGTON

ST

COSYGLENN

RD

BOWMANST

JEFFERSONST

3R

D

ST

N

FRO

NT

ST

LINCOLN ST

NMIL

LST

E NORTH

ST

DAVISAVE

MONRO

EST

CH

AR

LO

TT

EA

VE

PO

RTL

AN

DST

N

MIL

L L

AW

N

AV

E

4T

H

ST

N FR

ONT

ST

W AETNA ST

NP

LU

MS

T

WCENTER ST

SJ

ON

ES

ST

PA

LM

YR

AA

VE

OHIO AVE

E NORMAN ST

WES

TE

RN

AV

E

EMAPLE ST

REED ST

GLE

NN

CO

VE

ST

FIREBRICKST

PA

RK

AV

E

E OAK

ST

AN

TIO

CH

RD

DA

VIS

ST

E

MAI

N

ST

US

Rail

US

Rai

l

USRail

JacksonLake

Black

Black

Fork

Fork

93

93

279

279

279

233

140

STA. 24+35.00

BEGIN PROJECT

STA. 30+20.00

END PROJECT

ONE EASTON OVAL

SUITE 310

COLUMBUS, OH 43219

T 614-476-6000

F 614-476-6225

N

G:\

DE\

Clients\

OD

OT\

07

793

6_J

AC-2

79-10.1

3\

1008

87

_J

AC-2

79-10.1

3\

Desig

n\

Road

way\

Sheets\

1008

87

_G

P004.d

gn

Sheet

1/2

2/2

018

11:0

1:5

6

AM riv

era

CA

LC

UL

AT

ED

CH

EC

KE

DH

ORIZ

ON

TA

L

SC

AL

E IN F

EE

T

11

29

0

MW

Z

MS

JA

C-279-10.1

3P

LA

N

AN

D

PR

OFIL

E - S

R-279

OP

TIO

N

410

20

40

690

695

700

705

710

715

720

725

690

695

700

705

710

715

720

725

JACKSON LAKE

JACKSON LAKE

P.I. Sta. 31+00.51

¬

R = 1,273.24'

T = 800.51'

L = 1,429.26'

E = 230.74'

C = 1,355.39'

P.I. Sta. 51+48.86

¬

R = 1,348.14'

T = 114.33'

L = 228.12'

E = 4.84'

C = 227.85'

EX. EDGE OF WATER

EX. EDGE OF WATER

EX. EDGE OF WATER

EX. EDGE OF WATER

SCENIC DR.

6"

8"

4"

24" MAPLE

14"6" MAPLE

12"

8" MAPLE

18"

20"

20"

20"

12"10"

10"

12"

10"

12"

8" 8" 6"

6"

6"

12"30"

ASPHALT

ASPHALT

STA 24+35

BEGIN PROJECT

STA 29+40END PROJECT

| CONST. SR-279

(SR-279)

CURVE DATA

TOMMY BEEN RD.

| CONST.

STA. 50+00.00 | CONST. TOMMY BEEN RD.

STA. 25+46.00 | CONST. SR-279 =

PROP. GRADE SR-279

| CONST. SR-279

STA. 27+75.75

END APPROACH SLAB

| CONST. SR-279

STA. 27+50.75

BEGIN APPROACH SLAB

| CONST. SR-279

STA. 26+19.25

END APPROACH SLAB

| CONST. SR-279

STA. 25+94.25

BEGIN APPROACH SLAB

9.9'

10.3'

2.0'

1.1'

STA. 25+20.00, 9.81' RT.

BEGIN PAVEMENT WIDENING

12.7'

15.9'

23'R

ASSEMBLY

TYPE E ANCHOR

10.6'

15" CCP

ASSEMBLY

TYPE T ANCHOR

1.2'

9.4'

10.7'

0.92'

12'

12'

4'

4'

4'

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

15'R

PROP. RETAINING WALL

PROP. RETAINING WALL

PROP. RETAINING WALL

PROP. RETAINING WALL

TIE TO EXISTING

END GUARDRAIL

TIE TO EXISTING

END GUARDRAIL

EX. GRADE SR-279

STA. 28+48.00, 10.30' LT.

END PAVEMENT WIDENING

STA. 28+48.00, 9.86' RT.

END PAVEMENT WIDENING

(TOMMY BEEN RD.)

CURVE DATA

12'

12'

4'

20'

R

24

25

2627

28

29

24

25

2627

28

29

50

51

50

PC Sta. 50+34.53

51

P.V.I. STA 25+02.50 ELEV = 707.71'

-0.41 % +0.65 %

135.00' VC

K = 127

P.V.I. STA 26+87.50 ELEV = 708.91'

+0.65 % -0.23 %

135.00' VC

K = 153

SSD = 1289'

-0.28 % -0.15 %

ST

A 24+35

BE

GIN P

ROJE

CT

ST

A 29+40

EN

D P

ROJE

CT

| T

OM

MY B

EE

N R

D.

EL

EV

=707.99

MA

TC

H E

XIS

TIN

G

EL

EV

=708.25

MA

TC

H E

XIS

TIN

G

END BRIDGE

STA 27+50.75

BEGIN BRIDGE

STA 26+19.2525' 25'

SLAB

APPR.

SLAB

APPR.

24 25 26 27 28 29

708.07

707.95

707.80

707.50

707.23

694.57

690.24

707.33

707.69

707.95

708.12

708.25

707.93

707.88

707.88

707.93

708.03

708.18

708.34

708.50

708.64

708.73

708.78

708.79

708.76

708.71

708.65

708.59

708.53

708.47

708.41

708.36

708.30

END AREA VOLUME

CUT CUTFILL FILL

SEEDING

G:\

DE\

Clients\

OD

OT\

07

793

6_J

AC-2

79-10.1

3\

1008

87

_J

AC-2

79-10.1

3\

Desig

n\

Road

way\

Sheets\

1008

87

_X

S004.d

gn

XS

_S

HE

ET

_te

mporary_

model_

na

me_

1

1/2

2/2

018

11:0

2:0

0

AM riv

era

WIDTH

END

YDS.

SQ.

CA

LC

UL

AT

ED

CH

EC

KE

D

18

29

MW

Z

MS

JA

C-279-10.1

3S

TA.

24

+00.0

0

TO

ST

A.

25

+00.0

0

CR

OS

S

SE

CTIO

NS - S

R-279 -

OP

TIO

N

4

24+00.00

707.99

10.63% 5.24% 2.75% 2.80%

707.99

24+35.00

BEGIN PROJECT

707.93

707.95

3.44%5.41%

9.50%

2.34% 7.30%

24+50.00

707.88

707.80

4:15.84%

6.27%5.63% 1.22% 4:1

25+00.00

00 1010 2020 3030 4040 50506070

705 705

710 710

700 700

705 705

710 710

700 700

705 705

710 710

700 700

705 705

710 710

END AREA VOLUME

CUT CUTFILL FILL

SEEDING

G:\

DE\

Clients\

OD

OT\

07

793

6_J

AC-2

79-10.1

3\

1008

87

_J

AC-2

79-10.1

3\

Desig

n\

Road

way\

Sheets\

1008

87

_X

S004.d

gn

XS

_S

HE

ET

_te

mporary_

model_

na

me_

2

1/2

2/2

018

11:0

2:0

0

AM riv

era

WIDTH

END

YDS.

SQ.

CA

LC

UL

AT

ED

CH

EC

KE

D

19

29

MW

Z

MS

JA

C-279-10.1

3S

TA.

25

+50.0

0

TO

ST

A.

28

+00.0

0

CR

OS

S

SE

CTIO

NS - S

R-279 -

OP

TIO

N

4

708.03

707.50

5.90%5.90%

1.10%

2:1

25+50.00

708.31

707.22

5.90%5.90%

3.87%

25+94.25

BEGIN APPROACH SLAB

708.71

707.50

5.90%5.90%

3.87%

5.90%

27+75.75

END APPROACH SLAB

708.65

707.70

5.90%

28+00.00

0.76%

5.90% 5.90%

TRAFFIC

MAINTAINING

PAVEMENT FOR

ITEM 615

00 1010 2020 3030 4040 50506070

700 700

705 705

710 710

700 700

705 705

710 710

700 700

705 705

710 710

700 700

705 705

710 710

END AREA VOLUME

CUT CUTFILL FILL

SEEDING

G:\

DE\

Clients\

OD

OT\

07

793

6_J

AC-2

79-10.1

3\

1008

87

_J

AC-2

79-10.1

3\

Desig

n\

Road

way\

Sheets\

1008

87

_X

S004.d

gn

XS

_S

HE

ET

_te

mporary_

model_

na

me_

3

1/2

2/2

018

11:0

2:0

0

AM riv

era

WIDTH

END

YDS.

SQ.

CA

LC

UL

AT

ED

CH

EC

KE

D

20

29

MW

Z

MS

JA

C-279-10.1

3S

TA.

28

+50.0

0

TO

ST

A.

29

+50.0

0

CR

OS

S

SE

CTIO

NS - S

R-279 -

OP

TIO

N

4

708.53

707.95

5.90%5.90%

28+50.00

5.90%

1.10%

TRAFFIC

MAINTAINING

PAVEMENT FOR

ITEM 615

708.41

2:1

708.12

6.39%7.23%

9.35%

0.18%

29+00.00

TRAFFIC

MAINTAINING

PAVEMENT FOR

ITEM 615

708.24

708.24

9.03%7.10%

14.16%

1.06%

2:1

4:1

29+40.00

END PROJECT

708.25

29+50.00

00 1010 2020 3030 4040 50506070

700 700

705 705

710 710

700 700

705 705

710 710

705

710

715

700

705

710 710

705

700

705

710

715

26

27

707.23

705.78

694.57

690.02

690.24

694.51

707.33

707.49

27

708.71

708.79

708.76

708.78

708.64

708.73

708.50

708.34

705

700

705

BORING LOCATION

FOR ADDITIONAL BENCHMARK INFORMATION. SEE ROADWAY PLAN

SHEET

BENCHMARK DATA

NOTES

LEGEND

HYDRAULIC DATA

EXISTING STRUCTURE

PROPOSED STRUCTURE

N

21

29

1 9

JY

M

TM

L

JY

MM

AA

G:\

DE\

Clients\

OD

OT\

07

7936_J

AC-27

9-10.1

3\

100887

_J

AC-27

9-10.1

3\

Desig

n\

Structures\J

AC

27

9_

1013

C\

Sheets\

27

9_

1013

C_

SP101.d

gn

Sheet 1/22/2018 11:0

2:0

1

AM riv

era

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

DD

ESIG

N

AG

EN

CY

PID

No.

JA

C-2

79-10.1

3

1008

87

BRID

GE

NO. J

AC-279-10

13

SR-297

OV

ER J

AC

KS

ON L

AK

E

12/2017

4003098

AL

TE

RN

ATIV

E

A

SIT

E

PL

AN

SHALL CONFORM TO PLAN CROSS SECTIONS.

EARTHWORK LIMITS SHOWN ARE APPROXIMATE. ACTUAL SLOPES

26+19.25

27+50.75

BM #2 STA. 26+50.56, ELEV. 707.86, OFFSET 6.65', RIGHT

BM #1 STA. 26+07.32, ELEV. 707.64, OFFSET 6.04', RIGHT

BM #3 STA. 26+91.97, ELEV. 707.85, OFFSET 6.73', RIGHT

BM #4 STA. 27+74.45, ELEV. 706.77, OFFSET 7.69', LEFT

- RCP TYPE C W/ FILTER (2'-0" THICK)

C.B. = N 63° 52' 30" E

= 1,355.39'C

= 230.74'E

= 1,429.26'L

= 800.51'T

= 1,273.24'R

= 4° 30' 00"Dc

= 64° 19' 00" (L)¬

P.I. STA. 31+00.51

CURVE DATA

HORIZONTAL

REFERENCE CHORD DIAGRAM

LONGITUDE 82° 35' 42.66"

COORDINATES: LATITUDE 38° 53' 36.64"

CROWN: 0.059 FT/FT

ALIGNMENT: CURVE 4°30'00" L

APPROACH SLABS: 15'-0" LONG (AS-1-15)

WEARING SURFACE: 1" MONOLITHIC CONCRETE

SKEW: RADIAL

FWS: 0.06 KSF

LOADING: HL-93

ROADWAY: 32'-0" F/F RAILING

SPANS: 40'-0", 50'-0", 40'-0" C/C BRGS.

CAPPED PILE ABUTMENTS AND PIERS.

TYPE: 3 SPAN CONTINUOUS REINFORCED CONCRETE SLAB ON

ALL EX. PILES IN LAKE

DISPOSITION: STRUCTURE REMOVAL AND REPLACEMENT, REMOVE

DATE BUILT: 1940

STRUCTURAL FILE NUMBER: 4003098

CROWN: 0.075` FT/FT

ALIGNMENT: CURVE 4°15'00" L

APPROACH SLABS: 15'-0"`

SKEW: VARIES

LOADING: H15

ROADWAY: 25'-0"` F/F BARRIER

SPANS: 21'-0"`, 26'-0"`, 26'-0"`, 26'-0"`, 21'-0"` C/C BRGS.

CAPPED PILE ABUTMENTS AND PIERS.

TYPE: 5 SPAN CONTINUOUS REINFORCED CONCRETE SLAB ON

JA

CKS

ON C

OU

NT

Y

DIRECTIONAL DISTRIBUTION = 51.0%

2037 ADTT = 722037 ADT = 2400

2017 ADTT = 662017 ADT = 2200

DESIGN TRAFFIC:

PROPOSED = 5.76 FEET

EXISTING = `4.75 FEET

MIN. TRAFFICKED WATERWAY, CLEAR TO MAXIMUM POOL:

STRUCTURE CLEARS THE MAXIMUM POOL BY 6.50 FEET.

MIN./DRAWDOWN POOL ELEV. = 695.00

MAX. POOL ELEV. = 700.00

OHWM ELEV. = 699.75

NORMAL POOL ELEV. = 699.75

282826

2726

27

B-001-0-17

B-002-0-17

B-003-0-17

B-004-0-17

PLAN

UNIT (TYP.)

SUBSTRUCTURE

EX.

| R/W SR-279

| CONST. SR-279 &STA. 26+20.00

| R.A. BRGS.

STA. 26+19.25

END R.A. APPR. SLAB

STA. 27+50.75

BEGIN F.A. APPR. SLAB

END POST (TYP.)

T 6

14-4

76-6

000

F 6

14-4

76-6

225

CO

LU

MB

US,

OH 4

3219

ON

E E

AS

TO

N O

VA

L

SUIT

E 3

10

27+0026+00

ELEV.

GRADE

EX.

ELEV.

GRADE

EX.

ELEV.

GRADE

PROP.

+0.65 % -0.23 %

32'-

0"

O/

O B

RID

GE

PROFILE

135'-0" VERT. CURVE, PVI STA. = 26+87.50, ELEV. = 708.91'

131'-6" BRIDGE LIMITS

ST

A. 26+20.00

| F.A. B

RG

S.

ST

A. 26+60.00

| PIE

R 1

BR

GS.

ST

A. 27+10.00

| PIE

R 2 B

RG

S.

680

690

710

720

730

700

680

690

710

720

730

700

ELEV.

GRADE

PROP.

INT.INT.

ELEV. 700.00ELEV. 699.00

GRADE

PROP.

GROUND

EX.

PROP. GROUND

STA. 27+10.00

| PIER 2

+19.75

+19.75

+50.25

+50.25

TO BE TEMP. RELOCATED

EX. OVERHEAD ELECTRIC LINE

695.00

DRAWDOWN POOL =

(TYP.)

GRADING LIMITS

APPROX. PROP.

(TYP.)

90°0'0"

EST. LENGTH = 48'-0"

PROP. HP14x73 PILE

= 655.90

T/ROCK ELEV.

= 677.70

T/ROCK ELEV.

EST. LENGTH = 37'-0"

PROP. HP14x73 PILE

EST. LENGTH = 25'-0"

PROP. HP12x53 PILE

(TYP.)

W/FILTER (2'-0" THICK)

RCP TYPE C

679.60

ELEV. =

T/ROCK

EXP.ELEV. 704.68

40'-0"50'-0"40'-0"

JACKSON LAKE

EX. OVERHEAD TELEPHONE LINE (DND)

2:12:1

2:1

2:1

11'-0" 13'-6"

(TY

P.)

5'-

6"

31

12

ELEV. 704.79

26+60.00

STA.

| PIER 1

25'-0"

REF. CHORD

STA. 26+20.00

| BRG. R.A.

STA. 26+60.00

| BRG. PIER 1

STA. 27+50.00

| BRG. F.A.

CHORD

REF.

(TYP.)

SHORING

TEMP.

12'-

0"

12'-

0"

PH

AS

E 2

17'-

6"

PH

AS

E 1

14'-

6"

STA. 27+50.00

| F.A. BRGS.

4'-

0"

4'-

0"

(TYP.)

BTA, TYPE 1 MGS

700.00

MP =

= 699.75

NP/OHWM

N 78°42'30" E

C.J.

PHASE 1'-5" 1'-5"

EST. LENGTH = 32'-0"

PROP. HP12x53 PILE

ENCASEMENT (TYP.)

PROP. PILE

= 672.90

T/ROCK ELEV.

(TYP.)

5'-0"

| R.A. B

RG

S.

EXP.

25'-0"

26

27

28

STA. 27+10.00

| BRG. PIER 2

ST

A. 27+50.00

ODOT District 9 Planning and Engineering Department

March 2018

Base Map: OSIP 2

Photo Location Map

JAC-SR 279-10.13

0 100 20050Feet

q

chatton

Text Box

13. LOOKING SOUTHEAST