mot-lyons rd...mar 16, 2010 · pid 100316 the montgomery county transportation improvement...
TRANSCRIPT
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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725
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235
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
NS
TR
UC
TIO
N P
ROJE
CT
NO.
RAIL
RO
AD IN
VO
LV
EM
EN
T
NO
NE
FE
DE
RA
L P
ROJE
CT
NO.
N
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
1
38
SC
HE
MA
TIC
PL
AN
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200
100
50
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OT-
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AD
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
38
CA
LC
UL
AT
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CH
EC
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ST
A.
1+0
0
TO
ST
A.
10
+0
0
1
01
23 4
5
5
67
8
9
10
MA
TC
H LIN
E S
TA. 5+00 B
EL
OW
MA
TC
H LIN
E S
TA. 5+00
AB
OV
E
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
CA
LC
UL
AT
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CH
EC
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ST
A.
10
+0
0
TO
ST
A.
20
+0
0
15
10
1112
13
14
15
15 16 17 18 19 20
MA
TC
H LIN
E S
TA. 15
+00 B
EL
OW
MA
TC
H LIN
E S
TA. 15
+00
AB
OV
E
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
LC
UL
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EW
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K
N
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ON
S
RO
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ST
A.
20
+0
0
TO
ST
A.
30
+0
0
1
1
20
21
22 23
24
25
25
26
27 28
29
30
154
155
MA
TC
H LIN
E S
TA. 25+00 B
EL
OW
MA
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