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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
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