HomeMy WebLinkAboutP_Traffic Control SR167_250909_v1.pdfFILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:04:55
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10
Plot 1
SR 167 SB
SR 167 NB
SR 167 NB
SR 167 SB
NOT TO SCALE
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
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3
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d
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A. MANGAHAS
T
A
RLB
X
48"
48"
RAMP
CLOSED
AHEAD
W20-3 ALTW20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
48"
60"
R11-1501 (B/W)
WILL BE
CLOSED
XX/XX - XX/XX
RAMP
UPDATED WEEKLY
DATES & TIME
UPCOMING CLOSURE
4:30AM - 10:30PM
M4-9
48"
SEE NOTE 13
36"
A B C
A B C
D E
D
48"
30"
R11-201 (B/W)
RAMP
CLOSED
G
E
F
G
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
SR 167 NB & I-405 SB ON-RAMP RIGHT LANE CLOSURE
SECTION 13
RAMP CLOSED I-405 SB
SR
167
N
B
TOI-405 NB TOSR 167 NB
RAMP CLOSED
SR
167
N
B
TO
I-4
0
5
N
B
NB TO
I-405
SR 167 SB
T
O I-4
0
5
NB
SR 167 SB
SB TO
I-405
SR 167 SB
G
48"
48"
W4-2R
F
L
X X
DRUMS SPACING BY HALF
REDUCE TRAFFIC SAFETY
S
E
E
T
H
IS
S
H
E
E
T
M
A
T
C
H
L
IN
E
S
E
E
T
H
IS
S
H
E
E
T
M
A
T
C
H
L
IN
E
2.0 SEC 2.0 SEC
PCMS
1 2
AHEAD
MILES
1.5
CLOSED
LANE
RIGHT
PER STD. SPEC. 1-10.3(3)C.
PRIOR TO CLOSURE TAPER
H
RAMP
CLOSED
48"x30"
BLACK/WHITE
W/ TYPE C LIGHTS
W/ R11-201 SIGN
TYPE III BARRICADE
(ONE PER LANE)
H
1
13
TC101
S
E
E
S
H
E
E
T
T
C
1
0
2
M
A
T
C
H
L
IN
E
SEE SHEET TC106
I-5 ET AL.
NWR SOUTH 23-25
2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:
DETOUR
P
C
M
S
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:04:56
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10
Plot 2
S
O
U
T
H
W
E
S
T
G
R
A
D
Y
W
Y
S
G
R
A
D
Y
W
A
Y
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
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T
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R
1
6
7
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S
e
c
t
1
3
.
d
g
n
A. MANGAHAS
NOT TO SCALE
30"
36"
(B/W)
MOD R3-6R
W20-1
ROAD
WORK
AHEAD
48"
48"
A B
A
B
SR 167
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
SR 167 NB & S GRADY WAY RIGHT LANE CLOSURE
SECTION 13
TO I-405 SB
S
R
1
6
7
S
B
SB TO
I-4
0
5
SR 167NB
RAMP CLOSED
C
48"
60"
R11-1501 (B/W)
WILL BE
CLOSED
10/25 - 10/20
RAMP
UPDATED WEEKLY
DATES & TIME
UPCOMING CLOSURE
4:30AM - 10:30PM
C
X
A
X
X
HARDIE AVE SW
2
13
48"
48"
RAMP
CLOSED
AHEAD
W20-3 ALT
M4-9
48"
SEE NOTE 13
36"
D E
TC102
S
E
E
S
H
E
E
T
T
C
1
0
1
M
A
T
C
H
L
IN
E
S
E
E
S
H
E
E
T
T
C
103
MA
T
C
H
L
IN
E
S
E
E
SH
E
E
T
TC
1
0
7
I-5 ET AL.
NWR SOUTH 23-25
2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:
DETOUR
KO
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:04:57
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10
Plot 3
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
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T
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_
S
R
1
6
7
_
S
e
c
t
1
3
.
d
g
n
A. MANGAHAS
NOT TO SCALE
30"
36"
(B/W)
MOD R3-6R
W20-1
ROAD
WORK
AHEAD
48"
48"
A C
C
A
B
X
TRAFFIC CONTROL PLAN
SR 167
S
W 7
T
H S
T
S 7T
H S
T
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
PAVEMENT REPAIR
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:
SR 167 NB & S 7TH ST RIGHT LANE CLOSURE
SECTION 13
A
X
X
TO IHOP
ACCESS
3
13
TC103
S
E
E
S
H
E
E
T
T
C
1
0
2
M
A
T
C
H
L
IN
E
SEE SHEET TC104MATCH LINE
I-5 ET AL.
NWR SOUTH 23-25
KO
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:04:58
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10
Plot 4
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
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W
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S
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S
t
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a
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g
i
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P
v
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A
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4
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_
P
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_
T
C
_
S
R
1
6
7
_
S
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c
t
1
3
.
d
g
n
A. MANGAHAS
NOT TO SCALE
B
A
30"
36"
(B/W)
MOD R3-6R
W20-1
ROAD
WORK
AHEAD
48"
48"
A B
A
B
A
A
TRAFFIC CONTROL PLAN
S
4
T
H
P
L
SR 167
R
E
N
T
O
N
C
E
N
T
E
R
W
A
Y
S
3
R
D
P
L
PAVEMENT REPAIR
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:SR 167 NB & S 4TH PL & S 3RD PL RIGHT LANE CLOSURE
SECTION 13
X
X
X
X
X
X
4
13
TC104
S
E
E
S
H
E
E
T
T
C
1
0
3
M
A
T
C
H
L
IN
E
S
E
E
S
H
E
E
T
T
C
1
0
5
M
A
T
C
H
L
I
N
E
I-5 ET AL.
NWR SOUTH 23-25
KO
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:05:00
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10
Plot 5
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
:
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p
r
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c
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s
t
o
r
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.
w
s
d
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.
w
a
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W
S
D
O
T
\D
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\
N
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w
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s
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P
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c
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0
0
0
\
X
L
6
7
4
7
_
N
W
R
S
o
u
t
h
S
t
r
a
t
e
g
i
c
P
v
m
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P
r
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s
\
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s
i
g
n
\
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C
A
D
\
_
S
h
e
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t
s
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6
7
4
7
_
P
S
_
T
C
_
S
R
1
6
7
_
S
e
c
t
1
3
.
d
g
n
A. MANGAHAS
NOT TO SCALE
W20-1
ROAD
WORK
AHEAD
48"
48"
A
100
'
A
X
TRAFFIC CONTROL PLAN
S
3
R
D
S
T
S
W
S
U
N
S
E
T
B
L
V
D
S
2
N
D
S
T
SR 167
PAVEMENT REPAIR
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:S 2ND ST LEFT LANE CLOSURE
SR 167 NB & SW SUNSET BLVD/S 3RD ST &
SECTION 13
5
13
TC105
S
E
E
S
H
E
E
T
T
C
1
0
4
M
A
T
C
H
LI
N
E
I-5 ET AL.
NWR SOUTH 23-25
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:05:01
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10
Plot 11
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
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:
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\
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r
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je
c
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s
t
o
r
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d
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w
a
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o
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:
W
S
D
O
T
\D
o
c
u
m
e
n
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s
\
N
o
r
t
h
w
e
s
t
\
_
P
r
o
j
e
c
t
s
\
0
0
0
\
X
L
6
7
4
7
_
N
W
R
S
o
u
t
h
S
t
r
a
t
e
g
i
c
P
v
m
t
P
r
e
s
\
D
e
s
i
g
n
\
_
C
A
D
\
_
S
h
e
e
t
s
\
X
L
6
7
4
7
_
P
S
_
T
C
_
S
R
1
6
7
_
S
e
c
t
1
3
.
d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
13
6
NOT TO SCALE
S
E
E
T
H
IS
S
H
E
E
T
M
A
T
C
H
L
IN
E
B
S
E
E
T
H
I
S
S
H
E
E
T
M
A
T
C
H
L
I
N
E
A
S
E
E
T
H
I
S
S
H
E
E
T
M
A
T
C
H
L
I
N
E
A
S
E
E
T
H
IS
S
H
E
E
T
M
A
T
C
H
L
I
N
E
B
S
E
E
S
H
E
E
T
T
C
94
I-405
NB
TO
SR
167
N
B
RAMP CLOSED
500'
L
H
E
DRUMS SPACING BY HALFREDUCE TRAFFIC SAFETY
500'
F
A B C
48"
48"
RAMP
CLOSED
AHEAD
W20-3 ALTW20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
M4-9
48"
SEE NOTE 13
36"
A B C D
E
48"
30"
R11-201 (B/W)
RAMP
CLOSED
48"
48"
W4-2R
F
RAMP
CLOSED
48"x30"
BLACK/WHITE
W/ TYPE C LIGHTS
W/ R11-201 SIGN
TYPE III BARRICADE
(ONE PER LANE)
H
D
I-405 NB TO SR 167 NB
2.0 SEC 2.0 SEC
PCMS
1 2
DETOUR
FOLLOW
CLOSED
NB EXIT
SR 167
PER STD. SPEC. 1-10.3(3)C.
PRIOR TO CLOSURE TAPER
I-405 TO TO SR 167 NB RAMP CLOSURE
SECTION 13
X X X
I-405 NB
I-405 NB
I-405 NB
TC106
I-5 ET AL.
NWR SOUTH 23-25
2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:
DETOUR
P
C
M
S
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:05:02
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10
Plot 12
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
:
\
\
p
r
o
je
c
t
s
t
o
r
e
.
w
s
d
o
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.
w
a
.
g
o
v
:
W
S
D
O
T
\D
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c
u
m
e
n
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s
\
N
o
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h
w
e
s
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_
P
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c
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\
0
0
0
\
X
L
6
7
4
7
_
N
W
R
S
o
u
t
h
S
t
r
a
t
e
g
i
c
P
v
m
t
P
r
e
s
\
D
e
s
i
g
n
\
_
C
A
D
\
_
S
h
e
e
t
s
\
X
L
6
7
4
7
_
P
S
_
T
C
_
S
R
1
6
7
_
S
e
c
t
1
3
.
d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
13
7
NOT TO SCALE
S
E
E
S
H
E
E
T
T
C
1
0
2
S
E
E
T
H
I
S
S
H
E
E
T
M
A
T
C
H
L
I
N
E
S
E
E
T
H
I
S
S
H
E
E
T
M
A
T
C
H
L
I
N
E
D
A
B
C
DRUMS SPACING BY HALFREDUCE TRAFFIC SAFETY
M4-9
48"
SEE NOTE 13
36"
B
48"
30"
R11-201 (B/W)
RAMP
CLOSED
C
RAMP
CLOSED
48"x30"
BLACK/WHITE
W/ TYPE C LIGHTS
W/ R11-201 SIGN
TYPE III BARRICADE
(ONE PER LANE)
D
I-405 SB TO
RAMP CLOSED
SR 167 NB
I-405SB TO SR 167 NB 48"
48"
RAMP
CLOSED
AHEAD
W20-3 ALT
A
I-405 SB TO SR 167 NB CLOSURE
SECTION 13
I-405 SB
I-405 SB
TC107
S
E
E
S
H
E
E
T
T
C108
M
A
T
C
H
LI
N
E
I-5 ET AL.
NWR SOUTH 23-25
2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:
DETOUR
Plot 13
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
:
\
\
p
r
o
je
c
t
s
t
o
r
e
.
w
s
d
o
t
.
w
a
.
g
o
v
:
W
S
D
O
T
\D
o
c
u
m
e
n
t
s
\
N
o
r
t
h
w
e
s
t
\
_
P
r
o
j
e
c
t
s
\
0
0
0
\
X
L
6
7
4
7
_
N
W
R
S
o
u
t
h
S
t
r
a
t
e
g
i
c
P
v
m
t
P
r
e
s
\
D
e
s
i
g
n
\
_
C
A
D
\
_
S
h
e
e
t
s
\
X
L
6
7
4
7
_
P
S
_
T
C
_
S
R
1
6
7
_
S
e
c
t
1
3
.
d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
13
8
NOT TO SCALE
X
48"
48"
RAMP
CLOSED
AHEAD
W20-3 ALTW20-1
ROAD
WORK
AHEAD
48"
48"
A BI-405SB TOS
R 167
N
B
2.0 SEC 2.0 SEC
PCMS
1 2
DETOUR
FOLLOW
CLOSED
NB EXIT
SR 167
PER STD. SPEC. 1-10.3(3)C.
PRIOR TO CLOSURE TAPER
C
B
A
X
X
M4-9
48"
SEE NOTE 13
36"
C
I-405 SB TO SR 167 NB CLOSURE
SECTION 13
I-
405
SB
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:05:03
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10 TC108
SEE SHEET TC107
MATCH LINE
I-5 ET AL.
NWR SOUTH 23-25
2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:
DETOUR
P
C
M
S
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:05:04
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10
Plot 16
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
:
\
\
p
r
o
je
c
t
s
t
o
r
e
.
w
s
d
o
t
.
w
a
.
g
o
v
:
W
S
D
O
T
\D
o
c
u
m
e
n
t
s
\
N
o
r
t
h
w
e
s
t
\
_
P
r
o
j
e
c
t
s
\
0
0
0
\
X
L
6
7
4
7
_
N
W
R
S
o
u
t
h
S
t
r
a
t
e
g
i
c
P
v
m
t
P
r
e
s
\
D
e
s
i
g
n
\
_
C
A
D
\
_
S
h
e
e
t
s
\
X
L
6
7
4
7
_
P
S
_
T
C
_
S
R
1
6
7
_
S
e
c
t
1
3
.
d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
X X
B CA
L
B
T
A
R
B
A
W20-1
ROAD
WORK
AHEAD
48"
48"
A
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
C
SR 167 NB
SR 167 SB
SR 167 SB
SR 167 & I-405 SB ON-RAMP LEFT LANE CLOSURE
SECTION 13
SR 167 SB
T
O I-4
0
5
NBI-405 NB TOSR 167 NB
I-405SB TO SR 167 SB
SR
167
N
B
TO I-405 SB
I-405NB TO SR 167 SB
SR 167 NB
TO
I-4
0
5
N
B
S
E
E
T
H
IS
S
H
E
E
T
M
A
T
C
H
L
IN
E
S
E
E
T
H
IS
S
H
E
E
T
M
A
T
C
H
L
I
N
E
XX
2.0 SEC 2.0 SEC
PCMS
1 2
AHEAD
MILES
1.5
CLOSED
LANE
LEFT
PER STD. SPEC. 1-10.3(3)C.
PRIOR TO CLOSURE TAPER
48"
48"
W4-2L
B
SR 167 NB
13
9
TC109
S
E
E
S
H
E
E
T
T
C
1
1
0
M
A
T
C
H
L
IN
E
I-5 ET AL.
NWR SOUTH 23-25
2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:
P
C
M
S
Plot 17
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
:
\
\
p
r
o
je
c
t
s
t
o
r
e
.
w
s
d
o
t
.
w
a
.
g
o
v
:
W
S
D
O
T
\D
o
c
u
m
e
n
t
s
\
N
o
r
t
h
w
e
s
t
\
_
P
r
o
j
e
c
t
s
\
0
0
0
\
X
L
6
7
4
7
_
N
W
R
S
o
u
t
h
S
t
r
a
t
e
g
i
c
P
v
m
t
P
r
e
s
\
D
e
s
i
g
n
\
_
C
A
D
\
_
S
h
e
e
t
s
\
X
L
6
7
4
7
_
P
S
_
T
C
_
S
R
1
6
7
_
S
e
c
t
1
3
.
d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
W20-1
ROAD
WORK
AHEAD
48"
48"
A B C
48"
48"
TO STOP
PREPARED
BE
W20-7B
48"
48"
W20-7A
XCXB
B
X
C
X
X
X
X
X
D
A
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
SR 167
S
O
U
T
H
W
E
S
T
G
R
A
D
Y
W
Y
S
G
R
A
D
Y
W
A
Y
SR 167 & S GRADY WAY LEFT LANE CLOSURE
SECTION 13
S
R
1
6
7
S
B
TO I-405 SB
I-4
0
5
S
B
T
O
SR 167NB
X
C
B
A
X
C
B
A
X A
HARDIE AVE SW
D
10
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:05:05
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10
13
TC110
S
E
E
S
H
E
E
T
T
C
1
0
9
M
A
T
C
H
L
IN
E
S
E
E
S
H
E
E
T
T
C
111
MAT
C
H
L
IN
E
I-5 ET AL.
NWR SOUTH 23-25
2. SEE SHEET DU32 FOR ADDITIONAL RAMP CLOSURE DETOUR SIGNAGE.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:
Plot 18
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
:
\
\
p
r
o
je
c
t
s
t
o
r
e
.
w
s
d
o
t
.
w
a
.
g
o
v
:
W
S
D
O
T
\D
o
c
u
m
e
n
t
s
\
N
o
r
t
h
w
e
s
t
\
_
P
r
o
j
e
c
t
s
\
0
0
0
\
X
L
6
7
4
7
_
N
W
R
S
o
u
t
h
S
t
r
a
t
e
g
i
c
P
v
m
t
P
r
e
s
\
D
e
s
i
g
n
\
_
C
A
D
\
_
S
h
e
e
t
s
\
X
L
6
7
4
7
_
P
S
_
T
C
_
S
R
1
6
7
_
S
e
c
t
1
3
.
d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
X
X
W20-1
ROAD
WORK
AHEAD
48"
48"
A B
48"
48"
TO STOP
PREPARED
BE
W20-7B
48"
48"
W20-7A
X
X
X
X
X
X
X
SR 167
S
W 7T
H S
T
S 7T
H S
T
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:SR 167 & S 7TH ST LEFT LANE CLOSURE
SECTION 13
C
X
A
B
C
A
B
C
C
B
C
B
11
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:05:07
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10
13
S
E
E
S
H
E
E
T
T
C
1
1
0
M
A
T
C
H
L
I
N
E
SEE SHEET TC112
MATCH LINE
TC111
I-5 ET AL.
NWR SOUTH 23-25
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:05:08
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10
Plot 19
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
:
\
\
p
r
o
je
c
t
s
t
o
r
e
.
w
s
d
o
t
.
w
a
.
g
o
v
:
W
S
D
O
T
\D
o
c
u
m
e
n
t
s
\
N
o
r
t
h
w
e
s
t
\
_
P
r
o
j
e
c
t
s
\
0
0
0
\
X
L
6
7
4
7
_
N
W
R
S
o
u
t
h
S
t
r
a
t
e
g
i
c
P
v
m
t
P
r
e
s
\
D
e
s
i
g
n
\
_
C
A
D
\
_
S
h
e
e
t
s
\
X
L
6
7
4
7
_
P
S
_
T
C
_
S
R
1
6
7
_
S
e
c
t
1
3
.
d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
W20-1
ROAD
WORK
AHEAD
48"
48"
A B C
48"
48"
TO STOP
PREPARED
BE
W20-7B
48"
48"
W20-7A
C
B
A
X
X
X
X
X
X
X
X
X
X
X
X X X
B
X C X
X X
B
X
C
X
R
E
N
T
O
N
C
E
N
T
E
R
W
A
Y
S
3
R
D
P
LS
4
T
H
P
L
SR 167
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:SR 167 & S 4TH PL & S 3RD PL LEFT LANE CLOSURE
SECTION 13
C
B
A
CB
BC
A
C
B
C
B
A
12
13
S
E
E
S
H
E
E
T
T
C
1
1
1
M
A
T
C
H
L
IN
E
S
E
E
S
H
E
E
T
T
C
1
1
3
M
A
T
C
H
L
I
N
E
TC112
I-5 ET AL.
NWR SOUTH 23-25
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
14:05:09
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR167_Sect13.dgn
10
Plot 20
A. EMERSON
B. NIELSEN
p
w
:
\
\
p
r
o
je
c
t
s
t
o
r
e
.
w
s
d
o
t
.
w
a
.
g
o
v
:
W
S
D
O
T
\D
o
c
u
m
e
n
t
s
\
N
o
r
t
h
w
e
s
t
\
_
P
r
o
j
e
c
t
s
\
0
0
0
\
X
L
6
7
4
7
_
N
W
R
S
o
u
t
h
S
t
r
a
t
e
g
i
c
P
v
m
t
P
r
e
s
\
D
e
s
i
g
n
\
_
C
A
D
\
_
S
h
e
e
t
s
\
X
L
6
7
4
7
_
P
S
_
T
C
_
S
R
1
6
7
_
S
e
c
t
1
3
.
d
g
n
A. MANGAHAS
N. MENZEL
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
W20-1
ROAD
WORK
AHEAD
48"
48"
A B C
48"
48"
TO STOP
PREPARED
BE
W20-7B
48"
48"
W20-7A
X
X
C
B
A
X
X
X
X X
100
'
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
48"
48"
W4-2L
ED
S
3
R
D
S
T
S
W
S
U
N
S
E
T
B
L
V
D
S
2
N
D
S
T
SR 167
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
NOTES:S 2ND ST LEFT LANE CLOSURE
SR 167 & SW SUNSET BLVD/S 3RD ST &
SECTION 13
B
C
C B
13
13
S
E
E
S
H
E
E
T
T
C
1
1
2
M
A
T
C
H
LI
N
E
TC113
I-5 ET AL.
NWR SOUTH 23-25