TRAFFIC ENGINEER

Fredericksburg, Virginia

VDOT CRO - Traffic Engineering

INSTALLED BY:

Sheet:

CRO Traffic Engineering

DATE INSTALLED:

Virginia Department of Transportation

Division

Detail 1

Detail 2

Detail 3

A

A

Detail 4

Detail 5

Detail 6

Detail 7

Detail 9

Notes:Drawing Not To Scale

Traffic Engineering staff by COB 3/9/2015All sign locations will be field marked by

All signs shall be installed on STP-1 posts and foundations.

Detail 8

Rt.606BridgeDetour

File: CRO TE Fredericksburg/Caroline/Construction/DetourPlans/

Reviewed By: Ken Thornewell E.I.T.

Location: Rt. 606 @ the PONI River

County: Caroline

Contact Person: Jeffrey Stone 540-899-4547

Drawn By: Jeffrey Stone

Designed By: Jeffrey Stone

A

M1-V2a

DETOUR M4-812"x24"

24"x24"606M6-3

21"x15"

LocationRoad Closure

1 of 2

4.2" 57.6" 4.2"

5’-6"

6"

4"C3"4"C3"4"C

6"

2’-6"

Panel Style: construction_guide.ssi

M.U.T.C.D.: 2009 Edition

BORDER

R=1.5"

TH=0.63"

IN=0.47"

LETTER POSITIONS (X)

SIGN DETAIL

TYPE:

TYPE:

COLOR:

COLOR:

MOUNTING

BACKGROUND

LEGEND/BORDER

WIDTH x HGHT.

SIGN NUMBER

BORDER WIDTH

SYMBOL X Y WID HT

Dimensions are in

LENGTH SERIES/SIZE

ROT

PANEL RADIUS

BORDER INSET

PoniRiver

5’-6" x 2’-6"

Ground

0.63"

inches.tenths Letter locations are panel edge to lower left corner

Black/Black

Non-reflective

Orange

Reflective

0.47"

1.5" plus 0.47"

S

4.2

T

6.8

O

9.3

N

12.5

E

15.6

W

18

A

21.3

L

24.4

L

27

29

J

33

A

35.6

C

38.7

K

41.7

S

44.4

O

47.3

N

50.4

52.7

R

56.7

D

59.6 57.6

C 2000

4

C

20.4

L

23.4

O

25.9

S

28.9

E

31.8

D

34.5

36.8

A

40.8

T

43.6 25.2

C 2000

4

P

10.4

O

13.4

N

16.5

I

19.7

20.2

R

24.2

I

27.1

V

28.3

E

31.3

R

34

36.3

B

40.3

R

43.2

I

46.1

D

47.5

G

50.5

E

53.5 45.2

C 2000

4

5.65" 60.7" 5.65"

6’-0"

4"4"C4"1’

-0"

Panel Style: construction_guide.ssi

M.U.T.C.D.: 2009 Edition

BORDER

R=1.5"

TH=0.63"

IN=0.47"

LETTER POSITIONS (X)

SIGN DETAIL

TYPE:

TYPE:

COLOR:

COLOR:

MOUNTING

BACKGROUND

LEGEND/BORDER

WIDTH x HGHT.

SIGN NUMBER

BORDER WIDTH

SYMBOL X Y WID HT

Dimensions are in

LENGTH SERIES/SIZE

ROT

PANEL RADIUS

BORDER INSET

Stonewall

6’-0" x 1’-0"

Ground

0.63"

inches.tenths Letter locations are panel edge to lower left corner

Black/Black

Non-reflective

Orange

Reflective

0.47"

1.5" plus 0.47"

F

5.7

O

8.2

L

11.3

L

13.9

O

16.5

W

19.3

22.3

R

26.3

T

28.9

E

31.5

33.6

6

37.6

0

40.5

6

43.6

45.9

D

49.9

E

52.9

T

55.3

O

57.8

U

61

R

64.1 60.7

C 2000

4

A

A

4 This Sheet

Stonewall Jackson Rd

(Rte. 606)

Edgehill

Academy

Rd

(Rte. 6

32)

Interstate 95

Jefferson

Davis

Hwy

(Rte. 1)

Massaponax Church Rd(Rte. 608)

Summit Crossing Rd(Rte. 668)

Macedonia Rd

(Rte. 6

09)

Stonew

all Jac

kson R

d

(Rte. 606)

Guinea Station Rd

(Rte. 6

07)

Guinea Station R

d

(Rte. 607)

0606_016_Detour Plan_03022015.dgn 3/3/2015 2:23:57 PM

Drawing Not To Scale

All signs shall be installed on STP-1 posts and foundations.

R

TRAFFIC ENGINEER

Fredericksburg, Virginia

VDOT CRO - Traffic Engineering

INSTALLED BY:

Sheet:

CRO Traffic Engineering

DATE INSTALLED:

Virginia Department of Transportation

Division

DN1

B

M

CL

Detail 3

Detail 4

Detail 5

Detail 6

Detail 7

Detail 8

Detail 9

Rt.606BridgeDetour

File: CRO TE Fredericksburg/Caroline/Construction/DetourPlans/

Reviewed By: Ken Thornewell E.I.T.

Location: Rt. 606 @ the PONI River

County: Caroline

Contact Person: Jeffrey Stone 540-899-4547

Drawn By: Jeffrey Stone

Designed By: Jeffrey Stone

Q1

P1

E

E

E E

EC

Q2

S1

T1

D

P2

Details 1 & 2

INSTALLED PER TTC-48.1CONCRETE BARRIER

FISHING AREAACCESS TO MAINTAIN

D S2

T2

P3

B

H

G

I

I

I

I

G

H

B

P4

D

C

Q3

B

UB

N2

R

K

J

D

P5

W

5.75" 48.5" 5.75"

5’-0"

6"

4"C3"4"C3"4"C

6"

2’-6"

Panel Style: construction_guide.ssi

M.U.T.C.D.: 2009 Edition

BORDER

R=1.5"

TH=0.63"

IN=0.47"

StonewallShrine

5’-0" x 2’-6"

Ground

0.63"

inches.tenths Letter locations are panel edge to lower left corner

Black/Black

Non-reflective

Orange

Reflective

0.47"

1.5" plus 0.47"

A

17.3

C

20.3

C

23.3

E

26.3

S

28.9

S

31.6

33.8

T

37.8

O

40.3 25.4

C 2000

4

S

5.8

T

8.4

O

10.9

N

14

E

17.2

W

19.6

A

22.8

L

26

L

28.6

30.6

J

34.6

A

37.2

C

40.2

K

43.3

S

46

O

48.8

N

52 48.5

C 2000

4

S

22.2

H

25.1

R

28.3

I

31.2

N

32.6

E

35.7 15.6

C 2000

4

LETTER POSITIONS (X)

SIGN DETAIL

TYPE:

TYPE:

COLOR:

COLOR:

MOUNTING

BACKGROUND

LEGEND/BORDER

WIDTH x HGHT.

SIGN NUMBER

BORDER WIDTH

SYMBOL X Y WID HT

Dimensions are in

LENGTH SERIES/SIZE

ROT

PANEL RADIUS

BORDER INSET

X

D

C

C

D

F

C

D

X

AHEAD

DETOUR

48"x48"

W20-2

B

M1-V2a

DETOUR M4-812"x24"

24"x24"

21"x15"

M6-1

C

606

DETOUR

M1-V2a

M4-812"x24"

24"x24"

21"x15"

M6-1

D

606

48"x48"

W20-3

500 FT

CLOSED

ROAD

G

Type III Barricade

ROAD

CLOSED

(Crashworthy)

R11-2 48"x30"

I

DETOUR

ROAD CLOSED

LOCAL TRAFFIC ONLY

Left Striping

(Crashworthy)

M4-10L 48"x18"

R11-3a 60"x30"

M

4.4 MILES AHEAD

DETOUR

ROAD CLOSED

LOCAL TRAFFIC ONLY

Right Striping

(Crashworthy)

M4-10L 48"x18"

R11-3a 60"x30"

L

4.4 MILES AHEAD

DETOUR

ROAD CLOSED

LOCAL TRAFFIC ONLY

Left Striping

(Crashworthy)

M4-10R 48"x18"

R11-3a 60"x30"

K

1.1 MILES AHEAD

48"x48"

W20-3

1000 FT

CLOSED

ROAD

H

DETOUR

LOCAL TRAFFIC ONLY

Right Striping

(Crashworthy)

M4-10R 48"x18"

R11-3a 60"x30"

1.1 MILES AHEAD

J

ROAD CLOSED

OMIT

O

M4-8a

DETOUR

END

24"x18"

R

M1-V2a24"x24"606

48"x48"

W20-3

AHEAD

CLOSED

ROAD

U

OMIT

V

N2: 1.4 MILESN1: 4.6 MILES

P5: 1.1 MILESP4: 0.6 MILESP3: 1.1 MILESP2: 3.7 MILESP1: 4.6 MILES

Q3: 0.7 MILESQ2: 3.8 MILESQ1: 4.6 MILES

S2: 1.0 MILESS1: 3.7 MILES

T2: 1.0 MILEST1: 3.7 MILES

Traffic Engineering staff by COB 3/9/2015All sign locations will be field marked by

POST INFORMATION

NOTES:

E

(See Detail, Sheet 1)

Special Sign 72"x12"

DETOUR

M1-V2a

M4-812"x24"

24"x24"

21"x15"

606

M5-1R

F

ROAD CLOSED

LOCAL TRAFFIC ONLY

Right Striping

(Crashworthy)

R11-3a 60"x30"

S

X.X MILES AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

Left Striping

(Crashworthy)

R11-3a 60"x30"

T

X.X MILES AHEAD

2 of 2

N

LOCAL TRAFFIC ONLY

CLOSED

M1-V2a

R11-V2

24"x24"

60"x30"

606

X.X MILES AHEAD

M6-3

21"x15"

LOCAL TRAFFIC ONLY

CLOSED

M1-V2a

R11-V2

W16-5pR

24"x24"

60"x30"

24"x18"

606

X.X MILES AHEAD

P

LOCAL TRAFFIC ONLY

CLOSED

M1-V2a

R11-V2

W16-5pL

60"x30"

24"x18"

24"x24"606

X.X MILES AHEAD

Q

two rails shall not be covered by a sign at all. more than 50% of the top barricade rail. The remainingSigns mounted on Type III barricades shall not cover

X

M1-V2a24"x24"606

(See Detail, Sheet 1)

Special Sign 66"x30"

W

21"x15"

M6-3

This Sheet)

(See Detail,

60"x30"

Special Sign

Jackson Shrine structures

Install sign "E" on extg. Stonewall

Install sign "E" on extg. Stonewall Jackson Shrine structures

with a Type"B" foundation and a 6’ 2�" inner sleeve.

Install all other sign assemblies on a 2�" 10ga. steel post

on a 2�" 12ga. steel post with a Type "A" foundation.

Install assemblies "A", "C", "D", "F", and "R"

7 Total 6 Total 9 Total

5 Total

1 Total 2 Total2 Total 4 Total

1 Total 1 Total

1 Total 1 Total 2 Total 5 Total 3 Total 2 Total

2 Total 2 Total

1 Total 1 Total

2 Total

DETOUR

M1-V2a

M4-812"x24"

24"x24"

21"x15"

606

M5-1R

1 TotalY

Y

D

B

A

M1-V2a

DETOUR M4-812"x24"

24"x24"606M6-3

21"x15"

5 Total

1 This Sheet

A

B

12"x24"

24"x24"

21"x15"

TO

INTERSTATE

95

Z 1 Total

Z

M4-5*

M6-3*

M1-1*

completion.

may be left in place after project

*Signs shall be Blue and White and

all other M-series and W-series signs shall be orange and black.M1 Series signs shall be white and black. Unless otherwise noted,

Existing I-95 shields at Rt. 606/Rt. 1 intersection shall remain in place at all times.

C

Stonewall Jackson Rd(Rte. 606)

Jefferson

Davis

Hwy

(Rte. 1)

Stonewall Jackson Rd

(Rte. 606)

Stonew

all Jac

kson R

d

(Rte. 606)

Stonew

all Jac

kson R

d

(Rte. 606)

Stonewall Jackson Rd

(Rte. 6

06)

Stonewall Jacks

on Rd

(Rte. 606)

Mace

donia Rd

(Rte. 6

09)

Summit Cros

sing Rd

(Rte. 668)

Macedonia Rd

(Rte. 6

09)

Guinea Station Rd

(Rte. 6

07)

Guinea S

tation Rd

(Rte. 6

07)

Edgehill

Academy Rd

(Rte. 6

32)

I-95

Off-R

amp

I-95

Off-R

amp

Summit Crossing Rd(Rte. 668)

Massapon

ax Churc

h Rd.

(Rte. 6

08)

Massapona

x Church

Rd.

(Rte. 608)

Jefferson

Davis

Hwy

(Rte. 1)

0606_016_Detour Plan_03022015.dgn 3/3/2015 2:23:09 PM