MOT-Lyons Rd

PID 100316

The Montgomery County Transportation Improvement District (MCTID) proposes to improve

pedestrian facilities along Lyons and State Route 741 in Miami Township, Montgomery County.

The project is necessary to address a gap in the existing sidewalk system in the project area. The

project also provides an opportunity to expand bicycle-friendly facilities.

Under the proposed project, the following improvements will be undertaken:

A 10’ wide asphalt walk will be provided along the south side of Lyons Road from Byers

Road to Lyons Road, excluding the bridge.

A 14’ wide path will be provided on the south side of the Lyons Road bridge over I-75 by

constructing a barrier across the bridge.

An 8’ wide asphalt walk will be provided along the west side of SR 741, from Lyons

Road to the existing walk approximately 1200’ north of the Lyon/SR 741 intersection.

Curb and gutter will be provided along the south side of Lyons Road and the west side of

SR 741, for the length of the project.

Lyons Road will be resurfaced within the project limits, excluding the bridge.

Traffic on Lyons Road and SR 741 will be maintained, although lane closures and lane shifts

may be required to protect workers and the public.

The project will require up to 0.07-acre of permanent right-of-way and 0.25-acre of temporary

right-of-way for construction.

The project is located in an area where minorities represent 9% to 31% of the population and

individuals in poverty represent 30% to 51% of the population. The project corridor is

predominantly modern commercial and modern multi-tenant residential development. The land

northwest of the Lyons Road Bridge over I-75 is developed with recreational features; this land

is privately owned and not protected under Section 4(f) of the Department of Transportation Act

of 1966.

Within the project area, there are no National Historic Landmarks, sites listed or known eligible

for the National Register of Historic Places, or sites for which Ohio Historic/Archaeological

Inventory forms have been completed.

There are no wetlands or waterways within the proposed construction limits. Regulated

drainage ditches may be present along Lyons Road, outside of the project construction limits;

these features will not be impacted. Trees within the construction limits are narrow diameter

scrub trees that do not offer suitable roost habitat for the Indiana or northern long-eared bat and

are not considered suitable wooded habitat. The project is not located within a designated

special flood hazard area.

The project will be constructed with federal (Congestion Mitigation & Air Quality) and local

funding. Environmental clearance is scheduled for 10/06/2017. The anticipated award date is

08/23/2019.

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MONTGOMERY COUNTYUnincorporated Places

Airports

Mile Markers 2 mile

Interstate Routes

Proposed Interstate Routes

U S Routes

Proposed U S Routes

State Routes

Proposed State Routes

Ramps

County Roads

County Sub Division Streets

Proposed County Roads

County Roads (Right of Way only)

Township Roads

Township Sub Division Streets

Township Roads (Right of Way only)

Proposed Township Roads

Municipal Streets

Railroads

County Boundary

City Boundary

Township Boundary

1

2

3

4

0 1 2 3 4 5

Miles

Revised: April - 2015

´ 0 1,000 2,000 3,000 4,000 5,000Feet

MOT-Lyons RdPID 100316

Dayton South, Ohio Quadrangle

´ 0 200 400 600 800 1,000Feet

MOT-Lyons RdPID 100316

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STATE OF OHIO

DEPARTMENT OF TRANSPORTATION

MIAMI TOWNSHIP

CO

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NO.

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MONTGOMERY COUNTY 10

03

6

APPROVED

DATE DISTRICT DEPUTY DIRECTOR

DATE DIRECTOR, DEPARTMENT OF

TRANSPORTATION

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PID

NO.

APPROVED

PROJECT EARTH DISTURBED AREA:

NOTICE OF INTENT EARTH DISTURBED AREA:

2.09 ACRES

.125 ACRES

4.90 ACRES

SCALE IN MILES

0 1 2 3 4

SIGNED:

DATE:

SIGNED:

DATE:

STANDARD CONSTRUCTION DRAWINGS

ENGINEERS SEAL:

ENGINEERS SEAL:

LOCATION MAP

INDEX OF SHEETS:

PROJECT DESCRIPTION

TITLE SHEET 1

SCHEMATIC PLAN 2

TYPICAL SECTIONS 3-4

PLAN LYONS ROAD 7-9

CROSS SECTIONS LYONS ROAD 10-22

PLAN SR-741 23-24

CROSS SECTIONS SR-741 25-30

INTERSECTION DETAILS 31-32

DRIVE PROFILES 33

STORM SEWER PROFILES 34-35

TRAFFIC CONTROL 36-38

SPECIFICATIONS

SUPPLEMENTAL

PROVISIONS

SPECIAL

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.

UNDER AUTHORITY OF SECTION 4511.21, DIVISION (H)

OF THE OHIO REVISED CODE, THE REVISED PRIMA

FACIE SPEED LIMITS AS INDICATED HEREIN ARE DE-

TERMINED TO BE REASONABLE AND SAFE, AND ARE

HEREBY ESTABLISHED FOR THE DURATION OF THIS

PROJECT. THE PRIMA FACIE SPEED LIMIT OF LIMITS

HEREBY ESTABLISHED SHALL BECOME EFFECTIVE WHEN

APPROPRIATE SIGNS GIVING NOTICE THEREOF ARE

ERECTED.

2016 SPECIFICATIONS

PORTION TO BE IMPROVED

INTERSTATE HIGHWAY

COUNTY & TOWNSHIP ROADS

OTHER ROADS

CURRENT ADT (2019)

DESIGN YEAR ADT (2039)

DESIGN HOURLY VOLUME (2039)

DIRECTIONAL DISTRIBUTION

TRUCKS (24 HOUR B&C)

DESIGN SPEED

LEGAL SPEED

DESIGN FUNCTIONAL CLASSIFICATION:

URBAN MAJOR COLLECTOR

NHS PROJECT

23,500

24,800

2232

0.60

0.03

45 mph

45 mph

NO

FEDERAL ROUTES

STATE ROUTES

NONE

DESIGN DESIGNATION

DESIGN EXCEPTIONS

PLAN PREPARED BY:

from such use, reproduction or modification.

and expense, including, but not limited to, reasonable attorney's fees, arising

defend and hold harmless LJB Inc. from and against any and all claims,liability,

this drawing is done at the user's own risk and the user agrees to indemnify,

of LJB Inc. Any such unauthorized use or reproduction of or modification to

reproduced, or modified in any manner without the prior written authorization

2016 LJB Inc. All rights reserved. No part of this drawing may be used, C

DESIGN AGENCY

MOT-LYONS ROAD

M

OT-

LY

ON

S

RO

AD

SID

EW

AL

K

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

ESTIMATES.

I HEREBY APPROVE THESE PLANS AND DECLARE THAT

O

S

UNDERGROUND UTILITIES

SIDEWALK

LATITUDE: 39°37'47" LONGITUDE: 84°13'48"

S.R. 741 FOR 0.2 MILES.

GUTTER WILL BE ADDED ALONG THE WEST SIDE OF

FOR 0.5 MILES. NEW WALK, STORM SEWER, CURB AND

WILL BE ADDED ALONG THE SOUTH SIDE OF LYONS ROAD

NEW CURB AND GUTTER, STORM SEWER, AND 10' WALK

THIS PROJECT CONSISTS OF RESURFACING OF LYONS ROAD.

MAINTENANCE OF TRAFFIC 6

GENERAL NOTES 5

26

24

30

25

31

32

26

36

36

21

27

1

14

8

32

2

4

5

6

33

3

35

35

34

10

28

34

11

17

23

23

35

1218

915

29

19

7

13

31

36

CrainsRun

Creek

Creek

Big

Sugar

CARR PIKE

SOCIAL ROW

C-166

C-78

C-79

C-1

75

C-16

6

AUSTIN PIKE

C-166DA

YT

ON-

CIN

CIN

NA

TIPIK

EC-9

9

C-150

SHEEHAN

RD

C-18

1

UPPER

RIV

ER

RD C-39

C-14

5

YA

NK

EE

PIK

E

C-1

75

SO

LDIE

RS

HO

ME-

MIA

MIS

BU R

DC-37

LEONA

LN

C-204

C-17

5

T-86

McE

WE

NR

D

T-13

9

T-1

51

CRAIN

ES

RUNRD

T-158

T-1

45

MEDLAR

RD

T-156

BY

ERS

RD

T-147

RAHN

RD

T-76

SHEP

HARD

RD

T-3

3

LYONS

RD

T-150

T-154

T-14

5

WO

OD

RD

T-15

7

T-14

1

T-14

7

T-1

41

T-3

3A

T-154

T-1

41A

T-150A

T-14

5

T-14

1

PENNYROYAL

RD

T-118

T-1

16

T-119

RD

LYONS

MIAMISBURG

KETTERING

SPRINGBORO

Great

Mia

mi

ONTGOMERY COUNTYCOUNTY

M

NERRAW

DAYTON WRIGHT

BROTHERS AIRPORT

75

75

675

725

725

741

725D

STA. 2+07.34

BEGIN PROJECTSTA. 28+96.82

END PROJECT

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38

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NP.I.Sta. 5+36.49

¬

R = 1,432.39'

Ls = 150.00'

¡

LT = 100.01'

ST = 50.01'

x = 149.96'

y = 2.62'

k = 74.99'

p = 0.65'

¬

Lc = 352.85'

Ts = 329.15'

Es = 23.02'

C = 351.96'

C1 = C2 = 149.98'

P.I.Sta. 11+38.42

¬

R = 1,909.86'

Ls = 100.00'

¡

LT = 66.67'

ST = 33.34'

x = 99.99'

y = 0.87'

k = 50.00'

p = 0.22'

¬

Lc = 201.64'

Ts = 201.15'

Es = 6.19'

C = 201.55'

C1 = C2 = 100.00'

P.I.Sta. 22+18.21

¬

R = 1,273.24'

T = 101.61'

L = 202.79'

E = 4.05'

C = 202.58'

P.I.Sta. 27+29.76

¬

R = 752.00'

T = 189.82'

L = 371.88'

E = 23.59'

C = 368.10'

0

TS Sta. 2+07.34

SC Sta. 3+57.34

5

CS Sta.

7+10.19

ST Sta.

8+60.19

TS Sta.

9+37.2

7

10

SC Sta.

10+37.2

7

CS Sta. 12

+38.90

ST Sta. 13

+38.90

15

20

PC Sta. 21+

16.60

PT Sta.

23+19.3

9 25

PC Sta.

25+39.9

4

PT Sta. 29+11.82

30

155

160

PI Sta. 160+33.24

165

PI Sta. 165+33.26

170

CURVE-1 CURVE-2 CURVE-3 CURVE-4

CURVE-1

CURVE-2

CURVE-3

CURVE-4

STA. 154+94.37 SR-741

STA. 29+68.35 LYONS ROAD=

| LYONS ROAD

N 5° 08'

55.10

" E

| S

R-741

BY

ER

S R

OA

D

LY

ONS G

AT

EW

AY

TO

WS

ON BL

VD

STA. 1+50.00

BEGIN WORK

ST

A. 15

4+08.36

SR-741

BE

GIN

WO

RK

STA. 28+96.82

END PROJECT

STA. 30+44.50

LYONS ROAD

END WORK

ST

A. 16

7+07.40

SR-741

EN

D

WO

RK

48" R

CP 36"

RCP

48" RCP

S1

S2

S3

S4

1007.960 3/4" Iron Bar1479931.822599047.5531479788.979598989.733S4

959.048 RR Spike597838.311 1482594.8011482451.701597780.608S3

972.168 RR Spike1482549.207598960.0391482406.112598902.228S2

1481677.089 980.155 RR Spike598544.4521481534.078598486.680S1

Northing Easting Elevation DescriptionNorthing EastingID

GRID GROUND

STA. 2+07.34

BEGIN PROJECT

I-75

NB

I-75 S

B

Bridge MOT-75-0306

2

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ST

A.

1+0

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ST

A.

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+0

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1

01

23 4

5

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67

8

9

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P.I. Sta. 5+36.49

¬

R = 1,432.39'

Ls = 150.00'

¡

LT = 100.01'

ST = 50.01'

x = 149.96'

y = 2.62'

k = 74.99'

p = 0.65'

¬

Lc = 352.85'

Ts = 329.15'

E = 23.02'

C = 351.96'

C1 = C2 = 149.98'

TS Sta. 2+07.34

SC Sta. 3+57.34

TS Sta. 9+37.27

CS Sta. 7+10.19

ST Sta. 8+60.19

SAWCUTSAWCUT

R=50'

EXIS

TIN

GM

EE

T

+75.00

29.68'

+04.39

27.00'

EN

D T

AP

ER

+90.50

R=48'

R=40'

R=45' R=40'

HW-2.2

CB-3

CB-3

12" C12" B

12" C 12" C

HW-2.2

HW-2.2

CB-3

CB-3

12" C 12" B

12" C

HW-2.2

CB 2-2B

CB-3A

COLLAR

MASONRY

12" S

TM

12" STM

12" STM

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CURVE-1

CURVE-1

| LYONS ROAD

| LYONS ROAD

86°01'45"

LY

ONS

GA

TE

WA

Y

TO

WN

SO

N B

LV

D

MA

TC

H LIN

E S

TA. 10

+00 S

EE S

HE

ET 8

STA. 1+75.00

BEGIN PROJECT

STA. 1+54.75

BEGIN WORK

0

PE

R B

P-3.1

BU

TT J

OIN

TM

EE

T E

XIS

TIN

G+54.75

12" C

12"

C

12"

C

12"

CHW-2.2

HW-2.2 HW-2.2

12" STM

CONSTRUCTION LIMITS

+26.41

PER BP-3.1

BUTT JOINTMEET EXISTIN

G+47.73, 78.7

0' RT

PER BP-3.1BUTT JOINTMEET EXISTING+28.73, 79.

38' RT

39.89' RT

+95.08

37.18' RT

+07.34

10' PATH

4.0'

10.0'

29.68'

BE

GIN T

AP

ER

+00.00

REMOVE

CB-3ACB-3A

CB-3A

10' PATH

REMOVE

REMOVE

BE

GIN T

AP

ER

+93.78

27.00'

CONSTRUCTION LIMITS

SAWCUT

SAWCUT

STRUCTURE, TYPE 1

WATER QUALITY

BMP

7

38

PLANING AND OVERLAY

ASPHALT PATH

CONCRETE WALK

CONCRETE DRIVE

ASPHALT DRIVE

FULL DEPTH PAVEMENT

PAVEMENT LEGEND

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+0

0

15

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1112

13

14

15

15 16 17 18 19 20

MA

TC

H LIN

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TA. 15

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TA. 15

+00

AB

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SC Sta. 10

+37.27

CS Sta. 12

+38.90

29.53'

+72.13

27.42' 17

.00'

+50.08

+00.04

21.

00'

Slab

Approach

Slab

ApproachSta. 14+83.86 to Sta. 19+33.19

Bridge MOT-75-0306

| LYONS ROAD

| LYONS ROAD

CB-3

12"

C

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

SAWCUT

SAWCUT

P.I. Sta. 11+38.42

¬

R = 1,909.86'

Ls = 100.00'

¡

LT = 66.67'

ST = 33.34'

x = 99.99'

y = 0.87'

k = 50.00'

p = 0.22'

¬

Lc = 201.64'

Ts = 201.15'

E = 6.19'

C = 201.55'

C1 = C2 = 100.00'

CURVE-2

CURVE-2

MA

TC

H LIN

E S

TA. 10

+00 S

EE S

HE

ET 7

MA

TC

H LIN

E S

TA. 20

+00 S

EE S

HE

ET 9

+77.10

+27.10

ASSEMBLY, TYPE E50' ANCHOR

+27.10

+54.00

GUARDRAIL, TYPE MGSTYPE-1

MGS BTA

TYPE D, PER RM-4.6

END SECTION

CONCRETE BARRIER

14.0'

+68.00

SINGLE SLOPE, TYPE DCONCRETE BARRIE

TYPE D, PER RM-4.6

END SECTION

CONCRETE BARRIER

+80.00

+94.00

512.00' CONCRETE BARRIE SINGLE SLOPE, TYPE D 14.00'

TYPE-2

MGS BTA

+99.02

+76.92

4.78'

ST Sta. 13

+38.90

24"

HP Gas

CONSTRUCTION LIMITS12" STM

+16.95

23.00'

+41.

09

R=842.00'

10' PATH

CONSTRUCTION LIMITS 4.0'

Ex Guardrail

DND

21.

00'

10' PATH

TA

PE

RA

ND

GU

TT

ER

BE

GIN C

UR

B

TA

PE

RA

ND

GU

TT

ER

EN

D C

UR

B

+53.18

+36.41

8

38

16.9'

TYPE 4C

CURB

300' GUARDRAIL, TYPE MGS

EXISTING BTA

+40.01 ATTACH TO

I-75 S

B

I-75 N

B

CA

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+0

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1

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22 23

24

25

25

26

27 28

29

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154

155

MA

TC

H LIN

E S

TA. 25+00 B

EL

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TC

H LIN

E S

TA. 25+00 A

BO

VE

R = 1,273.24'

P.I. Sta. 22+18.21

¬

T = 101.61'

L = 202.79'

E = 4.05'

C = 202.58'

T = 189.82'

P.I. Sta. 27+29.76

¬

R = 752.00'

L = 371.88'

E = 23.59'

C = 368.10'

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

48" R

CP

48" RCP

36" R

CP

| LYONS ROAD

| LYONS ROAD

| S

R-741

27.00'

43.00'

+20.00

+00.00

33.05'

+64.34

42.22'

+18.54

R=35'

R=43'

43.00'

STA. 154+94.37 SR-741

STA. 29+68.35 LYONS ROAD=

SAWCUT

SAWCUT

SAWCUT

30.28'

+22.60

+10.64

33.00'

18.86'

17.00'

+38.43

24.48'

+19.39

27.00'

CURVE-3

CURVE-4

CURVE-3

CURVE-4

81°51'50"

90°

PI Sta. 0+46.14

48" RCP

PT Sta. 29+11.

82

MA

TC

H LIN

E S

TA. 20

+00 S

EE S

HE

ET 8

STA. 28+96.82

END PROJECT

ST

A. 15

4+18.50

SR-741

BE

GIN

WO

RK

STA. 30+44

.50LYONS ROADEND W

ORK

12.5'

+11.52

+24.02

SGM EPYT ,LIARDRAUG '5.213

+55.00

MGS, TYPE T

ANCH. ASSY.

+98.00

LLAW GNINIATER '00.341

PC Sta. 25+39.94

PC Sta. 21+

16.60

PT Sta. 23+19.39

4.00'

16" H

P G

as

20" H

P G

as

CONSTRUCTION LIMITS

12"

C

CB-3A

HW-2.2

HW-2.2

12"

C

CB-3A

CB-3

CB 2-2B

MH-3CB-3

12"

C12

" C

12" C

+93.46

+95.10

CONSTRUCTION LIMITS

HW

9

38

300' GUARDRAIL, TYPE MGS 50'

ANCHOR MGS TYPE E

+84.58

CONCRETE OUTLET

PRECAST REINFORCED

+60.84, 49.81' LT

10' PATH

10' PATH

CB-3A

12" B

R=10

42.00'

TA

PE

RS

HL

D.

B

EGIN

+70.65

TA

PE

RS

HL

D.

E

ND

+35.43

CA

LC

UL

AT

ED

CH

EC

KE

D

M

OT-

LY

ON

S

RO

AD

PL

AN

AN

D

PR

OFIL

EDJ

B

MA

G

Q:\

Mia

mi

Tw

p\

01104

00

A.0

0 -

MO

T-Lyons

Road

Sid

ewalk\

100316\road

way\sheets\

100316

GP004.d

gn 11/15/2016 4:3

7:4

2

PM dbruno

0

40

20

10 HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

TSID

EW

AL

K

N

SR-7

41 S

TA.

15

4+0

0

TO

ST

A.

16

4+0

0

3

2

2 2 2 2

29

30

154 155 156 157 158 159

159 160 161 162 163 164

MA

TC

H LIN

E S

TA. 15

9+00 B

EL

OW

MA

TC

H LIN

E S

TA. 15

9+00

AB

OV

E

154

| L

YO

NS R

OA

D

42.00'

35.10'

+88.00

+50.28

R=30'

R=30'

+63.55

27.93'

+05.00

24.00'

24.00'

+47.79

R=30'

| SR-741

| SR-741

STA. 154+94.37 SR-741

STA. 29+68.35 LYONS ROAD=

36" R

CP

+31.

98

37.23'

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

CB 2-2B

CB-312" C

12" C

12" C

CB-3

MH-3CB 2-436" C

COLLAR

MASONRY

R=43'

R=37'

MA

TC

H LIN

E S

TA. 16

4+00 S

EE S

HE

ET 24

STA. 154+08.35

SR-741

BEGIN WORK

47.46'

+69.05

+74.97

52.22'

LT

42.00'

+02.00

+02.62

49.00'

LT

CB-3A

12" S

TM

COLLAR

MASONRY

12"

C

12"

ST

M

12" STM12" STM

CB-3A

CB-3

48"

RCP

R=15'

HW

23

38

SAWCUT

6' WALK

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

6' WALK

CA

LC

UL

AT

ED

CH

EC

KE

D

M

OT-

LY

ON

S

RO

AD

PL

AN

AN

D

PR

OFIL

EDJ

B

MA

G

Q:\

Mia

mi

Tw

p\

01104

00

A.0

0 -

MO

T-Lyons

Road

Sid

ewalk\

100316\road

way\sheets\

100316

GP005.d

gn 11/15/2016 4:3

7:4

5

PM dbruno

0

40

20

10 HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

TSID

EW

AL

K

N

SR-7

41 S

TA.

16

4+0

0

TO

ST

A.

16

9+0

0

164 165 166 167 168 169

4

169

PI Sta. 16

5+33.26

24.00'

| SR-741

R=28'

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

18"

VC

P

18" VCP

18"

VCP

15" R

CP

MA

TC

H LIN

E S

TA. 16

4+00 S

EE S

HE

ET 23

STA. 167+17.40

SR-741

END WORK

24

38

SAWCUT