Attachment B - LaPlaisance Rd_MOT.pdf

PDF 6 MB Posted Jul 1, 2020

Attached to: LaPlaisance Road Detour over I-75, Monroe County
Solicitation number: RFP 591 200000002024 1
Issued by: Michigan

About this file

Written by GovTribe AI · Mar 12, 2026

This is a Traffic Control Plan document prepared by the Michigan Department of Transportation (MDOT) for the LaPlaisance Road Bridge project over Interstate 75. The plan details the maintenance of traffic (MOT) operations and detour routes required during construction of the LaPlaisance Road bridge spanning I-75. The project encompasses two primary traffic control scenarios: southbound operations (detour plan A) and northbound operations (detour plan B). The plan specifies the installation of temporary concrete barrier walls, type III barricades with high-intensity lighting, channelizing devices (42-inch plastic drums), and directional signage at precise locations along LaPlaisance Road and I-75 access ramps. Traffic will be offset 13 feet at 40 mph speeds with a 175-foot lane shift. The document outlines support quantities including 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 for sign installation.

The traffic control plan requires all signs to be erected on permanent sign supports per MDOT standards and specifies that all installed signs become property of MDOT upon project completion. Detour signage must be maintained until the LaPlaisance Road bridge reopens to traffic. The plan includes specialized sign fabrications designated as FAB #18 through FAB #23, featuring various dimensions and configurations for directional guidance, including "DETOUR," "LAPLAISANCE RD," "CLOSED OVER I-75," and "FOLLOW DETOUR" messaging. The contractor is responsible for supplying sufficient numbers of standardized traffic control devices according to MDOT specifications, and all road closure operations require complete blockade of the road using type III barricades with no gaps between barriers. The document was finalized on May 28, 2020, with subsequent revisions noted for specific sign specifications.

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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")

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

L A

P L

A N

C E

R D

L A

P L

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

OVER I-75

PAVT MRKG, SPRAYABLE THERMOPL, 4 INCH, YELLOW

PAVT MRKG, SPRAYABLE THERMOPL, 4 INCH, WHITE

ATTACHMENT B - TRAFFIC CONTROL PLAN

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")

W1-4L (48")

WORK

ZONE

BEGINS

W20-1 (48")

ROAD

WORK

AHEAD

350'

FROM W1-4L

PLACE 350'

R5-18c (48")

05/28/20

L A

P L

A N

I-75 TO LAPLAISANCE RD

NB I-75 EXIT RAMP

L A

P L

A N

E N

T R

A N

T O

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 Text Box 2-3lb post 28 ft

Hodgesa Text Box 2-3lb post 26 ft

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

ELM AVE

FRONT ST

L A

A N

CREEK RD

S OTTER

INTERSTATE

E R

R A

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

FRONT ST

E O

EXIT

D T UR

FRONT ST

DUNBAR RD

INTERSTATE

NORTH

INTERSTATE

NORTH

INTERSTATE

NORTH

SOUTHBOUND LAPLAISANCE RD AND NB I-75

OVER I-75 CLOSED

LA PLAISAINCE RD

1/2

ADVANCE OF EXIT 9

ERECTED MILE IN

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

SEE NOTE #1

DETOUR

M4-9R (30" X 24")

DETOUR

W20-1 (48")

W20-2 (48")

ROAD

AHEAD

WORK

ROAD

CLOSED

AHEAD

W20-3 (48")

AHEAD

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

INTERSTATE

NORTH

DETOUR

M3-1a (30" X 15") NORTH

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

INTERSTATE

DETOUR

NORTH

INTERSTATE

FAB #18 (42" X 12")

M4-9R (30" X 24")

DETOUR

INTERSTATE

NORTH

FAB #18 (42" X 12")

DETOUR

M4-9R (30" X 24")

DETOUR

NORTH

INTERSTATE

END

DETOUR

NORTH

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

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

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 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 1-3lb post 14 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 1-3lb post 14 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 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

FRONT ST

FRO

INTERSTATE

ELM AVE

EXIT 15

SEE DETAIL A

DUNBAR RD

L A

A N

DIX

HWY

INTERSTATE

DETAIL A

ELM EAV

ADVANCE OF EXIT 15

ERECTED MILE IN 1/2

E O

EXIT

D T UR

ELM AVE

SOUTH

INTERSTATE

ELM EAV

INTERSTATE

SOUTH

NOTES TO CONTRACTOR:

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.

ORTHNOUTHS

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

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")

INTERSTATE

SOUTH

DETOUR

M3-3a (30" X 15")

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

SEE NOTE #1

FAB #22 (9.5' X 6')

3/4

ADVANCE OF EXIT 9

ERECT MILE IN

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

INTERSTATE

DETOUR

INTERSTATE

M6-1aL (21" X 15")

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

INTERSTATE

M6-1aL (21" X 15")

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

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

INTERSTATE

FAB #18 (42" X 12")

M4-9L (30" X 24")

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

DETOUR

M3-3a (30" X 15")

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")

INTERSTATE

75M1-1 (36" X 36")

M4-5a (30" X 15")

M4-8 (30" X 15")

M5-2aR (30" X 21")

SOUTH

DETOUR

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")

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

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'

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

2.00 0.23

2.50 0.68

2.18 0.85

2.00 0.22

2.50 0.68

0.56 0.84

2.19 0.68

2.50 0.67

2.19 0.84

2.19 0.68

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

3.28 1.26

3.29

6.00

3.00 0.34

3.75 1.01

3.28 1.26

3.00 0.34

3.75 1.02

0.84 1.26

3.28 1.02

3.75 1.01

3.28 1.27

3.28 1.01

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

3.28 1.26

3.29

6.00

3.00 0.34

3.75 1.01

3.28 1.26

3.00 0.34

3.75 1.02

0.84 1.26

3.28 1.02

3.75 1.01

3.28 1.27

3.28 1.01

3.00 7.21

NB LAPLAISANCE FAB #20

FAB #21

37.19 39.62

10.91

71.56 8

12.62

40.5 33

30.12 24.88 8 20.88

37.19

10.91 40.5

30.12

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

5.37 1.88

4.87 1.00

4.88 1.50

5.62 1.88

5.37 1.88

5.37 37.19

10.91

4.87 0.50

6.69 1.50

5.37 1.88

4.87 0.50

6.69 1.50

1.25 1.88

5.37

8.00

5.37 1.88

5.37 10.91

40.50

5.37 1.50

5.63 1.88

5.37 1.50

4.88 1.50

5.37 40.50

-0.00 114.00 0.00

30.12

5.38 1.88

4.87 1.50

5.38 1.00

4.87

8.00

4.88 1.50

5.37 1.50

1.25 1.50

4.88 30.12

1.50

6.69 1.50

5.37 1.88

5.37 1.50

4.88

FAB #22

37.19 39.62

10.91

71.56 8

12.62

40.31 33.38

30.12 24.88 8 20.88

37.19

10.91 40.31

30.12

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

5.38 1.87

5.63 1.87

5.38 1.50

4.87 1.50

5.38 40.31

Table of widths and spaces

37.19

5.37 1.88

4.87 1.00

4.88 1.50

5.62 1.88

5.37 1.88

5.37 37.19

10.91

4.87 0.50

6.69 1.50

5.37 1.88

4.87 0.50

6.69 1.50

1.25 1.88

5.37

8.00

5.37 1.88

5.37 10.91

-0.00 114.00 0.00

30.12

5.38 1.88

4.87 1.50

5.38 1.00

4.87

8.00

4.88 1.50

5.37 1.50

1.25 1.50

4.88 30.12

1.50

6.69 1.50

5.37 1.88

5.37 1.50

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

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

13.91 71.56 8 12.62

9.19

39.37 8 26.38 8 19.87

15.81 40.75 8 39.63

13.91

9.19

15.81

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

4.87 0.50

6.69 1.50

5.37 1.88

4.87 0.50

6.69 1.50

1.25 1.88

5.37 1.50

6.69 1.50

5.37 1.88

5.37 1.50

4.88

8.00

5.37 1.88

5.37 13.91

9.19

5.37 1.50

4.88 1.50

5.62 1.50

5.38 1.87

4.88 1.50

5.37

8.00

5.63 1.50

6.00 1.50

4.87 1.50

5.38

8.00

1.25 1.87

4.00 0.50

5.38 1.50

5.37 9.19

-0.00 120.00 0.00

15.81

4.88 1.50

5.62 1.88

4.87 1.50

4.88 1.50

5.62 1.50

7.00

8.00

5.38 1.87

4.88 1.00

4.87 1.50

5.63 1.87

5.38 1.87

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

2.00 4.05

LAP LA I SAN CE

ATTACHMENT B - TRAFFIC CONTROL PLAN

Hodgesa

FAB # 18

7.91 71.56 8 12.62

6.41 37.8 6.4 25.48 6.4 19.1

9.81 40.75 8 39.63

7.91

6.41

9.81

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

6.69 1.50

5.37 1.88

4.87 0.50

6.69 1.50

1.25 1.88

5.37 1.50

6.69 1.50

5.37 1.88

5.37 1.50

E 4.88

8.00 R

5.37 1.88

5.37 7.91

6.41 C

5.38 1.20

4.87 1.20

5.63 1.20

5.37 1.50

4.88 1.20

D 5.37

6.40 O

5.63 1.20

6.00 1.20

4.87 1.20

5.38 6.40

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

5.62 1.88

4.87 1.50

4.88 1.50

5.62 1.50

W 7.00

8.00 D

5.38 1.87

4.88 1.00

4.87 1.50

5.63 1.87

5.38 1.87

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 Mar 11, 2026.