Attachment B - LaPlaisance Rd_MOT.pdf
PDF 6 MB Posted
- Attached to
- LaPlaisance Road Detour over I-75, Monroe County
- Solicitation number
- RFP 591 200000002139 2
- Issued by
- Michigan
About this file
This document is a Traffic Control Plan prepared by the Michigan Department of Transportation (MDOT) for the LaPlaisance Road over I-75 bridge project. The plan provides comprehensive details for maintaining traffic during construction activities at the LaPlaisance Road bridge crossing Interstate 75 in the Brighton-Kirby area. The project involves implementing two distinct detour routes: Detour A for southbound LaPlaisance Road and northbound I-75 traffic, and Detour B for northbound LaPlaisance Road and southbound I-75 traffic. The plan specifies detailed traffic control measures including lane shifts with a 13-foot offset at 40 miles per hour, temporary concrete barrier placement, Type III barricades with high-intensity lighting, and comprehensive sign placement at calculated intervals. The contractor is responsible for supplying sufficient support quantities, specifically 414 linear feet of 3-pound posts, 36 linear feet of 4-inch by 6-inch wood posts, and 52 linear feet of 6-inch by 8-inch wood posts, all requiring direct embedment installation.
The traffic control plan incorporates specialized fabricated signage including directional detour signs, road condition warnings, and destination markers positioned throughout the detour corridors at specified distances from construction zones. All signage must be erected on permanent sign supports per MDOT standards and becomes property of MDOT upon project completion. The plan requires maintenance of detour signing until the LaPlaisance Road bridge opens to traffic, with specific notation for covering existing signage and maintaining complete road closure using Type III barricades mounted on separate supports. The document references supporting detour plans numbered 1 and 2 and includes detailed specifications for sign fabrication with precise measurements and letter spacing standards. Post-dated revisions from May 28, 2020, indicate design refinements including modifications to specific fabricated sign specifications.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| LaPlaisance Detour.Repost0723.docx | DOCX document | |
| Proposal No 200000002139_amendment.docx | DOCX document |
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Text version
CS:
JN:
TSC:
DATE:
DESIGN UNIT:
DRAWING SHEET
0 100
HORZ. (FT)
Michigan Department of Transportation
SECT
DESCRIPTIONAUTH DESCRIPTIONAUTHDATE NO. DATENO.
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
FILE:LAPLAISANCE_MOT_1.DGN
LAPLAISANCE ROAD
OVER I-75
DOUBLE SUPPORT SIGN
BARRICADE, TYPE III, HIGH INTENSITY, LIGHTED
DIRECTION OF TRAVEL
CONSTRUCTION AREA
SINGLE SUPPORT SIGN
CHANNELIZING DEVICE, 42 INCH
PLASTIC DRUM, HIGH INTENSITY
13' OFFSET @ 40
MPH175'
LANE SHIFT
W1-6R (48" X 24")
2-
W1-4R (48"
OF WORK ZONE
PLACE 800' FROM END
G20-2 (48" X 24")
CLOSED
ROAD
BEHIND BARRICADE
MOUNTED ON SEPARATE SUPPORTS
M4-10R (48" X 18")
R11-2 (48" X 30")
DOUBLE-SIDED, LIGHTED
2-TYPE III BARRICADE, HIGH INTENSITY,
1. SEE DETOUR SHEET FOR DETOUR SIGNING.
NOTES TO CONTRACTOR:
05/28/20
R3-2 (36")
R5-1 (36")
R5-1a (36" X 24")
ROAD WORK
END
DETOUR
DO NOT
ENTER
WAY
WRONG
N
L A
P L
A
IS
A N
C E
R D
L A
P L
A
IS
A N
I-75
ALBAIN RD
TO LAPLAISANCE RD
SB I-75 EXIT RAMP
LAPLAISANCE RD
ENTRANCE TO SB I-75
11'1' 1'
TCB
TEMP LANE
CLOSED
LAPLAISSANCE RD
LAPLAISSANCE RD
OVER I-75
PAVT MRKG, SPRAYABLE THERMOPL, 4 INCH, YELLOW
PAVT MRKG, SPRAYABLE THERMOPL, 4 INCH, WHITE
ATTACHMENT B - TRAFFIC CONTROL PLAN
ATTACHMENT B - TRAFFIC CONTROL PLAN
Hodgesa Line
Hodgesa Line
Hodgesa Text Box Place under ex stop sign
Hodgesa Text Box 2-3lb post 28 ft
Hodgesa Text Box 2-3lb post 26 ft
Hodgesa Text Box 2-3lb post 28 ft
Hodgesa Text Box 2-3 post 30 ft
Hodgesa Line
Hodgesa Callout Temporary Concrete Barrier Wall
TSC:
DATE:
DESIGN UNIT:
DRAWING SHEET
0 100
HORZ. (FT)
Michigan Department of Transportation
SECT
DESCRIPTIONAUTH DESCRIPTIONAUTHDATE NO. DATENO.
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
FILE:LAPLAISANCE_MOT_2.DGN
LAPLAISANCE ROAD
OVER I-75
DOUBLE SUPPORT SIGN
BARRICADE, TYPE III, HIGH INTENSITY, LIGHTED
DIRECTION OF TRAVEL
CONSTRUCTION AREA
SINGLE SUPPORT SIGN
CHANNELIZING DEVICE, 42 INCH
PLASTIC DRUM, HIGH INTENSITY
13'
OFFSET @ 40
MPH
175'
LANE SHIFT
W1-6L (48" X 24")
2-
W1-4L (48")
WORK
ZONE
BEGINS
W20-1 (48")
ROAD
WORK
AHEAD
350'
FROM W1-4L
PLACE 350'
R5-18c (48")
05/28/20
N
L A
P L
A
IS
A N
I-75 TO LAPLAISANCE RD
NB I-75 EXIT RAMP
L A
P L
A
IS
A N
E N
T R
A N
T O
B
I-
INTENSITY LIGHT
TYPE B HIGH
ENDING, DETAIL 2
TEMP CONC BARRIER
PAVT MRKG, SPRAYABLE THREMOPL, 4 INCH, YELLOW
PAVT MRKG, SPRAYABLE THERMOPL, 4 INCH, WHITE
ATTACHMENT B - TRAFFIC CONTROL PLAN
Hodgesa Line
Hodgesa Line
Hodgesa Text Box 2-3lb post 28 ft
Hodgesa Text Box 2-3lb post 28 ft
Hodgesa Text Box 2-3lb post 26 ft
Hodgesa Line
Hodgesa Line
Hodgesa Callout 2-Type III Barricade, High Intensite, Double Sided
Hodgesa Callout Temporary Concrete Barrier Wall
TSC:
DATE:
DESIGN UNIT:
DRAWING SHEET
NO SCALE
Michigan Department of Transportation
SECT
DESCRIPTIONAUTH DESCRIPTIONAUTHDATE NO DATENO
FINAL ROW PLAN REVISIONS (SUBMITTAL DATE: )
FILE:
128058_MTDETR00A.dgn
I75
05/01/20
NOTES TO CONTRACTOR:
MAINTAINING TRAFFIC DETOUR MAP
DETOUR #A
MTDETR
58151
128058AKIRBY
BRIGHTON AA
INTERSTATE
INTERSTATE
ELM AVE
FRONT ST
L A
P
L A
IS
A N
CREEK RD
S OTTER
INTERSTATE
R
IV
E R
R A
IS
IN
INTERSTATE
EXIT 14
EXIT 13
EXIT 9
M O R T A R
C R E E K
SEE DETAIL A
S OTTER CREEK RD
DETAIL A
INTERSTATE
INTERSTATE
FRONT ST
FRONT ST
FRONT ST
FRONT ST
FRONT ST
FRONT ST
FRONT ST
FRONT ST
E O
EXIT
D T UR
NEXT
FRONT ST
FRONT ST
DUNBAR RD
INTERSTATE
NORTH
TO
INTERSTATE
NORTH
TO
INTERSTATE
NORTH
TO
SOUTHBOUND LAPLAISANCE RD AND NB I-75
OVER I-75 CLOSED
LA PLAISAINCE RD
1/2
ADVANCE OF EXIT 9
ERECTED MILE IN
A
A
A
GAPS BETWEEN BARRICADES.
BACK OF SHOULDER TO BACK OF SHOULDER WITH NO
TYPE III BARRICADES TO COMPLETELY CLOSE THE ROAD FROM
4. THE CONTRACTOR SHALL SUPPLY A SUFFICIENT NUMBER OF
PLANS 100G, 110E, 150D, 200E AND 210B.
3. ERECT ALL SIGNS ON PERMANENT SIGN SUPPORTS PER MDOT STANDARD
OPENS TO TRAFFIC.
2. MAINTAIN DETOUR SIGNING UNTIL LA PLAISANCE ROAD BRIDGE
1. SEE DETOUR PLANS #1 AND #2 FOR DETOUR SIGNING.
ROAD
CLOSED
(SEE NOTE 4)
CENTERED BEHIND BARRICADES
MOUNTED ON SEPARATE SUPPORTS
R11-2 (48" X 30")
TYPE III BARRICADES, HIGH INTENSITY, LIGHTED
COVER
EXISTING
Detroit
Toledo
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
DETOUR
SEE NOTE #1
SEE NOTE #1
SEE NOTE #1
SEE NOTE #1
SEE NOTE #1
SEE NOTE #1
SEE NOTE #1
SEE NOTE #1
SEE NOTE #1
DETOUR
M4-9R (30" X 24")
M4-9R (30" X 24")
DETOUR
W20-1 (48")
W20-2 (48")
ROAD
AHEAD
WORK
ROAD
CLOSED
AHEAD
W20-3 (48")
AHEAD
DETOUR
DETOUR
M5-1aR (21" X 15")
M1-1 (24" X 24")
M4-8 (24" X 12")
M4-5a (24" X 12")
M3-1a (24" X 12")
DETOUR
M6-1aR (21" X 15")
M4-8 (24" X 12")
M4-5a (24" X 12")
M1-1 (24" X 24")
M3-1a (24" X 12") NORTH
TO
INTERSTATE
TO
INTERSTATE
NORTH
DETOUR
M3-1a (30" X 15") NORTH
TO
INTERSTATE
FAB #19 (72" X 18")
M1-1 (36" X 36")
M4-5a (30" X 15")
M4-8 (30" X 15")
M6-3a (30" X 21")
DETOUR
M4-9 (48" X 36")
SB LAPLAISANCE
FAB #19 (72" X 18")
SB LAPLAISANCE
M4-9R (48" X 36")
DETOUR
FAB #19 (72" X 18")
SB LAPLAISANCE
DETOUR
M4-9R (48" X 36")
DETOUR
NORTH
TO
INTERSTATE
DETOUR
NORTH
TO
INTERSTATE
FAB #18 (42" X 12")
M4-9R (30" X 24")
DETOUR
DETOUR
TO
INTERSTATE
NORTH
FAB #18 (42" X 12")
DETOUR
M4-9R (30" X 24")
DETOUR
NORTH
TO
INTERSTATE
END
DETOUR
NORTH
TO
INTERSTATE
FAB #18 (42" X 12")
M4-9R (30" X 24")
DETOUR
FAB #18 (42" X 12")
DETOUR
M4-9R (30" X 24")
FAB #19 (72" X 18")
DETOUR
M4-9 (48" X 36")
SB LAPLAISANCE
DETOUR
SEE NOTE #1
FAB #19 (72" X 18")
SB LAPLAISANCE
M4-9R (48" X 36")
DETOUR
FAB #19 (72" X 18")
SB LAPLAISANCE
DETOUR
M4-9R (48" X 36")
FAB #18 (42" X 12")
END
DETOUR
M4-8a (24" X 18")
FAB #19 (72" X 18")
DETOUR
M4-9 (48" X 36")
SB LAPLAISANCE
AND #2
SEE NOTES #1
DETOUR
AND #2
SEE NOTES #1
DETOUR
AND #2
SEE NOTES #1
AND #2
SEE NOTES #1
AND #2
SEE NOTES #1
AND #2
SEE NOTES #1
DETOUR
SEE NOTE #1
FAB #21 (9.5' X 6')
3/4
ADVANCE OF EXIT 9
ERECT MILE IN
FAB #18 (42" X 12")LAPLAISANCE
FAB #18 (42" X 12")LAPLAISANCE
LAPLAISANCE
LAPLAISANCE
LAPLAISANCE
LAPLAISANCE
LAPLAISANCE
DETOUR
LAPLAISANCE RD
NEXT EXIT
SOUTH
FAB #23 (10' X 5')
LAPLAISANCE RD
FOLLOW DETOUR
CLOSED OVER I-75
1/2
ADVANCE OF EXIT 11
ERECT MILE IN
'2
400'
ATTACHMENT B - TRAFFIC CONTROL PLAN
FrostJ3 Line Delete FAB #21
FrostJ3 Text Box (9' X 4')
FrostJ3 Cross-out 10' X 5')
Hodgesa Line
Hodgesa Line
Hodgesa Line
Hodgesa Line
Hodgesa Line
Hodgesa Line
Hodgesa Line
Hodgesa Line
Hodgesa Text Box 2-6"x8" wood posts 32 ft
Hodgesa Text Box 2-3lb post 28 ft
Text Box 2-3lb post 28 ft
Hodgesa Text Box 2-3lb post 28 ft
Hodgesa Text Box 2-3lb post 28 ft
Hodgesa Text Box 1-3lb post 14 ft
Hodgesa Text Box 1-4"x6" wood post 18 ft
Hodgesa Text Box 1-4"x6" wood post 18 ft
Hodgesa Text Box 1-3lb post 14 ft
Hodgesa Text Box 1-6""x8" wood post 20 ft
Hodgesa Text Box 2-3lb post 28 ft
Hodgesa Text Box 2-3lb post 28 ft
Hodgesa Text Box 2-3lb post 28 ft
Hodgesa Text Box 1-3lb post 14 ft
Hodgesa Text Box 2-3lb post 28 ft
Hodgesa Text Box 2-3lb post 28 ft
Hodgesa Text Box 1-3lb post 14 ft
Hodgesa Text Box 1-3lb post 14 ft
Hodgesa Text Box 2-3lb post 28 ft
Hodgesa Text Box 1-3lb post 14 ft
Hodgesa Text Box 1-3lb post 14 ft
Hodgesa Text Box
ALL SIGNS WILL BE DIRECT EMBEDMENT
ALL SIGNS WILL BECOME PROPERTY OF MDOT UPON COMPLETION OF CONTRACT
Hodgesa Text Box Support quantities this sheet Post, 3 lb 414 ft Post, Wood, 4 inch x 6 inch 36 ft Post, Wood, 6 inch x 8 inch 52 ft
Hodgesa Text Box
TO REMAIN
Hodgesa Text Box
TO REMAIN
Hodgesa Text Box
TO REMAIN
Hodgesa Text Box
TO REMAIN
Hodgesa Text Box
TO REMAIN
Hodgesa
TO REMAIN
TSC:
DATE:
DESIGN UNIT:
DRAWING SHEET
NO SCALE
Michigan Department of Transportation
SECT
DESCRIPTIONAUTH DESCRIPTIONAUTHDATE NO DATENO
128058_MTDETR00B.dgn
I75
05/01/20 MAINTAINING TRAFFIC DETOUR MAP
DETOUR #B
MTDETR
58151
128058AKIRBY
BRIGHTON BBNORTHBOUND LAPLAISANCE RD AND SB I-75
N D
IX
IE
H
WY
FRONT ST
FRO
NT
ST
INTERSTATE
ELM AVE
EXIT 15
SEE DETAIL A
N
DUNBAR RD
L A
P
L A
IS
A N
DIX
IE
HWY
INTERSTATE
INTERSTATE
DETAIL A
ELM EAV
ELM EAV
ELM EAV
ELM EAV
ADVANCE OF EXIT 15
ERECTED MILE IN 1/2
E O
EXIT
D T UR
NEXT
ELM AVE
SOUTH
INTERSTATE
ELM EAV
TO
INTERSTATE
SOUTH
NOTES TO CONTRACTOR:
A
GAPS BETWEEN BARRICADES.
BACK OF SHOULDER TO BACK OF SHOULDER WITH NO
TYPE III BARRICADES TO COMPLETELY CLOSE THE ROAD FROM
4. THE CONTRACTOR SHALL SUPPLY A SUFFICIENT NUMBER OF
PLANS 100G, 110E, 150D, 200E AND 210B.
3. ERECT ALL SIGNS ON PERMANENT SIGN SUPPORTS PER MDOT STANDARD
OPENS TO TRAFFIC.
2. MAINTAIN DETOUR SIGNING UNTIL LA PLAISANCE ROAD BRIDGE
1. SEE DETOUR PLANS #1 AND #2 FOR DETOUR SIGNING.
A
A
ORTHNOUTHS
INTERSTATE
INTERSTATE
COVER
EXISTING
ROAD
CLOSED
(SEE NOTE 4)
CENTERED BEHIND BARRICADES
MOUNTED ON SEPARATE SUPPORTS
R11-2 (48" X 30")
TYPE III BARRICADES, HIGH INTENSITY, LIGHTED
Detroit
Toledo
COVER
EXISTING
DETOUR
DETOUR
DETOUR
DETOUR
FAB #18 (42" X 12")
M4-9R (30" X 24")
FAB #18 (42" X 12")
M4-9R (30" X 24")
DETOUR
M5-2aR (21" X 15")
M1-1 (24" X 24")
M4-8 (24" X 12")
M4-5a (24" X 12")
M3-3a (24" X 12")
DETOUR
M6-2aR (21" X 15")
M4-8 (24" X 12")
M4-5a (24" X 12")
M1-1 (24" X 24")
M3-3a (24" X 12")
TO
INTERSTATE
TO
INTERSTATE
SOUTH
SOUTH
DETOUR
DETOUR
DETOUR
M3-3a (30" X 15")
TO
INTERSTATE
FAB #20 (72" X 18")
M1-1 (36" X 36")
M4-5a (30" X 15")
M4-8 (30" X 15")
M6-3a (30" X 21")
DETOUR
M4-9 (48" X 36")
NB LAPLAISANCE
SOUTH
FAB #18 (42" X 12")
END
DETOUR
M4-8a (24" X 18")
FAB #20 (72" X 18")
M4-9R (48" X 36")
DETOUR
FAB #20 (72" X 18")
DETOUR
M4-9R (48" X 36")
NB LAPLAISANCE
NB LAPLAISANCE
SEE NOTE #1
FAB #22 (9.5' X 6')
3/4
ADVANCE OF EXIT 9
ERECT MILE IN
SEE NOTE #1
SEE NOTE #1
SEE NOTE #1
SEE NOTE #1
END
DETOUR
AND #2
SEE NOTES #1
DETOUR
M5-1aL (21" X 15")
M1-1 (24" X 24")
M4-8 (24" X 12")
M4-5a (24" X 12")
M3-3a (24" X 12") SOUTH
TO
INTERSTATE
DETOUR
INTERSTATE
M6-1aL (21" X 15")
TO
M4-8 (24" X 12")
M4-5a (24" X 12")
M1-1 (24" X 24")
M3-3a (24" X 12") SOUTH
FAB #18 (42" X 12")
M4-9L (30" X 24")
FAB #18 (42" X 12")
M4-9L (30" X 24")
DETOUR
DETOUR
DETOUR
INTERSTATE
M6-1aL (21" X 15")
TO
M4-8 (24" X 12")
M4-5a (24" X 12")
M1-1 (24" X 24")
M3-3a (24" X 12") SOUTH
FAB #18 (42" X 12")
M4-9L (30" X 24")
DETOUR
DETOUR
M5-1aL (21" X 15")
M1-1 (24" X 24")
M4-8 (24" X 12")
M4-5a (24" X 12")
M3-3a (24" X 12") SOUTH
TO
INTERSTATE
FAB #18 (42" X 12")
M4-9L (30" X 24")
DETOUR
DETOUR
SEE NOTE #1
FAB #20 (72" X 18")
DETOUR
M4-9 (48" X 36")
NB LAPLAISANCE
FAB #20 (72" X 18")
M4-9R (48" X 36")
DETOUR
M4-9R (48" X 36")
FAB #20 (72" X 18")
DETOUR
NB LAPLAISANCE
NB LAPLAISANCE
DETOUR
DETOUR
M3-3a (30" X 15")
TO
INTERSTATE
75M1-1 (36" X 36")
M4-5a (30" X 15")
M4-8 (30" X 15")
M6-2aR (30" X 21")
SOUTH
DETOUR
M3-3a (30" X 15")
TO
INTERSTATE
75M1-1 (36" X 36")
M4-5a (30" X 15")
M4-8 (30" X 15")
M5-2aR (30" X 21")
SOUTH
DETOUR
TO
INTERSTATE
DETOUR
M4-9 (48" X 36")
NB LAPLAISANCE
SOUTHM3-3a (30" X 15")
M1-1 (36" X 36")
M4-5a (30" X 15")
M4-8 (30" X 15")
M6-3a (30" X 21")
FAB #20 (72" X 18")
2-
FAB #23 (10' X 5')
LAPLAISANCE RD
FOLLOW DETOUR
CLOSED OVER I-75
1/2
ADVANCE OF EXIT 11
ERECT MILE IN
DETOUR
LAPLAISANCE RD
NEXT EXIT
NORTH
LAPLAISANCE
LAPLAISANCE
LAPLAISANCE
LAPLAISANCE
LAPLAISANCE
LAPLAISANCE
LAPLAISANCE
W20-2 (48")
AHEAD
DETOUR
ROAD
AHEAD
WORK
ROAD
CLOSED
AHEAD
FROM W20-2)
(ERECT APPROXIMATELY 350'
W20-3 (48")
FROM W20-3)
(ERECT APPROXIMATELY 350'
W20-1 (48")
350' 350'
'7
ATTACHMENT B - TRAFFIC CONTROL PLAN
FrostJ3 Line Delete FAB #21
FrostJ3 Arrow Add Additional FAB #18 w/ M4-9
FrostJ3 Cross-out (10' X 5')
FrostJ3
(9' X 4')
FrostJ3 Note
ALL SUPPORTS ARE TO BE DIRECT EMBEDMENT
Hodgesa Line
TSC:
DATE:
DESIGN UNIT:
DRAWING SHEET
NO SCALE
Michigan Department of Transportation
SECT
DESCRIPTIONAUTH DESCRIPTIONAUTHDATE NO DATENO
FAB
05/01/20
MTSDET
SPECIAL SIGN FABRICATION DETAILS
BRIGHTON
KIRBY 128058A
58151 MAINTAINING TRAFFIC SPECIAL DETAILS
128058_FAB_MTSDET004.dgn C
FAB #18
FAB #19
6.41 29.18
6.41
1.50" Radius, 0.75" Border, Black on, Orange;
"LAPLAISANCE", C;
Table of widths and spaces
6.41
L
2.00 0.23
A
2.50 0.68
P
2.18 0.85
L
2.00 0.22
A
2.50 0.68
I
0.56 0.84
S
2.19 0.68
A
2.50 0.67
N
2.19 0.84
C
2.19 0.68
E
2.00 6.41
LAPLAISANCE
7.217.83 6 43.75 7.21
1.50" Radius, 0.75" Border, Black on, Orange;
"SB LAPLAISANCE", C;
Table of widths and spaces
7.21
S
3.28 1.26
B
3.29
6.00
L
3.00 0.34
A
3.75 1.01
P
3.28 1.26
L
3.00 0.34
A
3.75 1.02
I
0.84 1.26
S
3.28 1.02
A
3.75 1.01
N
3.28 1.27
C
3.28 1.01
E
3.00 7.21
SB LAPLAISANCE
7.217.83 6 43.75 7.21
1.50" Radius, 0.75" Border, Black on, Orange;
"NB LAPLAISANCE", C;
Table of widths and spaces
7.21
N
3.28 1.26
B
3.29
6.00
L
3.00 0.34
A
3.75 1.01
P
3.28 1.26
L
3.00 0.34
A
3.75 1.02
I
0.84 1.26
S
3.28 1.02
A
3.75 1.01
N
3.28 1.27
C
3.28 1.01
E
3.00 7.21
NB LAPLAISANCE FAB #20
FAB #21
.2
37.19 39.62
10.91
71.56 8
12.62
40.5 33
.5
.5
.5
30.12 24.88 8 20.88
37.19
10.91 40.5
30.12
.2
6.00" Radius, 1.50" Border, Black on, Orange;
"DETOUR", D; "LAPLAISANCE RD", D;
"SOUTH", D; "NEXT EXIT", D;
DETOUR
LAPLAISANCE RD
NEXT EXIT
SOUTH
Table of widths and spaces
37.19
D
5.37 1.88
E
4.87 1.00
T
4.88 1.50
O
5.62 1.88
U
5.37 1.88
R
5.37 37.19
10.91
L
4.87 0.50
A
6.69 1.50
P
5.37 1.88
L
4.87 0.50
A
6.69 1.50
I
1.25 1.88
S
5.37
8.00
R
5.37 1.88
D
5.37 10.91
40.50
S
5.37 1.50
O
5.63 1.88
U
5.37 1.50
T
4.88 1.50
H
5.37 40.50
-0.00 114.00 0.00
30.12
N
5.38 1.88
E
4.87 1.50
X
5.38 1.00
T
4.87
8.00
E
4.88 1.50
X
5.37 1.50
I
1.25 1.50
T
4.88 30.12
1.50
A
6.69 1.50
N
5.37 1.88
C
5.37 1.50
E
4.88
FAB #22
.2
37.19 39.62
10.91
71.56 8
12.62
40.31 33.38
.5
.5
.5
30.12 24.88 8 20.88
37.19
10.91 40.31
30.12
.2
6.00" Radius, 1.50" Border, Black on, Orange;
"DETOUR", D; "LAPLAISANCE RD", D;
"NORTH", D; "NEXT EXIT", D;
DETOUR
LAPLAISANCE RD
NEXT EXIT
NORTH
40.31
N
5.38 1.87
O
5.63 1.87
R
5.38 1.50
T
4.87 1.50
H
5.38 40.31
Table of widths and spaces
37.19
D
5.37 1.88
E
4.87 1.00
T
4.88 1.50
O
5.62 1.88
U
5.37 1.88
R
5.37 37.19
10.91
L
4.87 0.50
A
6.69 1.50
P
5.37 1.88
L
4.87 0.50
A
6.69 1.50
I
1.25 1.88
S
5.37
8.00
R
5.37 1.88
D
5.37 10.91
-0.00 114.00 0.00
30.12
N
5.38 1.88
E
4.87 1.50
X
5.38 1.00
T
4.87
8.00
E
4.88 1.50
X
5.37 1.50
I
1.25 1.50
T
4.88 30.12
1.50
A
6.69 1.50
N
5.37 1.88
C
5.37 1.50
E
4.88
ATTACHMENT B - TRAFFIC CONTROL PLAN
FrostJ3 Line Delete FAB #21
FrostJ3 Line Delete FAB #22
FrostJ3 Line See REFAB 18.dgn 36" x 12" Use in place of FAB #18
Hodgesa Line
Hodgesa Line
Hodgesa Line
Hodgesa Line
TSC:
DATE:
DESIGN UNIT:
DRAWING SHEET
NO SCALE
Michigan Department of Transportation
SECT
DESCRIPTIONAUTH DESCRIPTIONAUTHDATE NO DATENO
FAB
05/01/20
MTSDET
SPECIAL SIGN FABRICATION DETAILS
BRIGHTON
KIRBY 128058A
58151 MAINTAINING TRAFFIC SPECIAL DETAILS
128058_FAB_MTSDET005.dgn D
FAB #23
.2
13.91 71.56 8 12.62
9.19
39.37 8 26.38 8 19.87
.5
.5
.5
15.81 40.75 8 39.63
13.91
9.19
15.81
.2
6.00" Radius, 1.50" Border, Black on, Orange;
"LAPLAISANCE RD", D;
"CLOSED OVER I-75", D;
"FOLLOW DETOUR", D;
Table of widths and spaces
13.91
L
4.87 0.50
A
6.69 1.50
P
5.37 1.88
L
4.87 0.50
A
6.69 1.50
I
1.25 1.88
S
5.37 1.50
A
6.69 1.50
N
5.37 1.88
C
5.37 1.50
E
4.88
8.00
R
5.37 1.88
D
5.37 13.91
9.19
C
5.37 1.50
L
4.88 1.50
O
5.62 1.50
S
5.38 1.87
E
4.88 1.50
D
5.37
8.00
O
5.63 1.50
V
6.00 1.50
E
4.87 1.50
R
5.38
8.00
I
1.25 1.87
4.00 0.50
5.38 1.50
5.37 9.19
-0.00 120.00 0.00
15.81
F
4.88 1.50
O
5.62 1.88
L
4.87 1.50
L
4.88 1.50
O
5.62 1.50
W
7.00
8.00
D
5.38 1.87
E
4.88 1.00
T
4.87 1.50
O
5.63 1.87
U
5.38 1.87
R
5.38 15.81
LAPLAISANCE RD
FOLLOW DETOUR
CLOSED OVER I-75
ATTACHMENT B - TRAFFIC CONTROL PLAN
FrostJ3 Line SEE REFAB 23.pdf 108" x 48" Use in place of FAB #23
4.05 27.9
4.05
1.50" Radius, 0.75" Border, Black on, Orange;
"LAPLAISANCE" White, C 80% spacing;
Table of distances between letter and object lefts
4.05 L 2.18
A 3.04
P 2.86
L 2.19
A 3.04
I 1.23
S 2.73
A 3.04
N 2.86
C 2.73
E
2.00 4.05
LAP LA I SAN CE
ATTACHMENT B - TRAFFIC CONTROL PLAN
Hodgesa
FAB # 18
.2
7.91 71.56 8 12.62
6.41 37.8 6.4 25.48 6.4 19.1
.5
9.81 40.75 8 39.63
7.91
6.41
9.81
.2
6.00" Radius, 1.50" Border, Black on, Orange;
"LAPLAISANCE RD", D; "CLOSED OVER I-75", D 80% spacing; "FOLLOW DETOUR", D;
Table of widths and spaces
7.91 L
4.87 0.50
A
6.69 1.50
P
5.37 1.88
L
4.87 0.50
A
6.69 1.50
I
1.25 1.88
S
5.37 1.50
A
6.69 1.50
N
5.37 1.88
C
5.37 1.50
E 4.88
8.00 R
5.37 1.88
D
5.37 7.91
6.41 C
5.38 1.20
L
4.87 1.20
O
5.63 1.20
S
5.37 1.50
E
4.88 1.20
D 5.37
6.40 O
5.63 1.20
V
6.00 1.20
E
4.87 1.20
R
5.38 6.40
I
1.25 1.50
4.00 0.40
5.37 1.20
5.38 6.41
0.00 108.00 0.00
9.81 F
4.88 1.50
O
5.62 1.88
L
4.87 1.50
L
4.88 1.50
O
5.62 1.50
W 7.00
8.00 D
5.38 1.87
E
4.88 1.00
T
4.87 1.50
O
5.63 1.87
U
5.38 1.87
R
5.38 9.81
LAP LA I SAN CE R D
CLOSED OVER I -75
FO L LOW D ETO U R
ATTACHMENT B - TRAFFIC CONTROL PLAN
Hodgesa
FAB #23
| LaPlaisance_MOT_1 |
| LaPlaisance_MOT_2 |
| Insert from: "SB Laplaisance Detour Sheets 05-28-20.pdf" |
| 128058_MTDETR00A |
| 128058_MTDETR00B |
| 128058_FAB_MTSDET004 |
| 128058_FAB_MTSDET005 |
File details come from the government source that posted it. Updated .