HomeMy WebLinkAboutEx05 Traffic Control PlansFILE 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.
WASHPLOTTED 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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7_P
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16
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ct13.d
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A. MANGAHAS
TA
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 - 10:30PMM4-9
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
167NB
TOI-405 NB TOSR 167 NB
RAMP CLOSED
SR 167 NB TO
I-405 NB
NB TO
I-405
SR 167 SB
T
O I-405
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
THIS
S
H
E
ET
MATC
H
LINE
S
E
E
TH
IS
S
HEE
T
MATC
H
LIN
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
EE
S
H
E
E
T
TC
10
2
MATC
H
LINE
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
PCMS
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.
WASHPLOTTED 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
p
w
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SDO
T\Do
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w
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RS
outhS
tra
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P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
16
7_S
e
ct13.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-405
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
HE
E
T
TC
10
1
MATC
H
LINE
SEE
SHEE
T TC103
MATCH LINE
SEE
SHEET TC107
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.
WASHPLOTTED 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
p
w
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jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
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ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
16
7_S
e
ct13.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 7T
H ST
S 7T
H ST
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
EET
T
C1
02
M
ATCH
LIN
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.
WASHPLOTTED 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
p
w
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
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ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
16
7_S
e
ct13.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
TH
P
L
SR 167
R
E
N
T
O
N
C
E
N
T
E
R
W
A
Y
S
3R
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
EE
S
H
E
E
T
TC
10
3
MATC
H
LINE
S
E
E
S
H
E
E
T
T
C
1
0
5
MA
TC
H
LI
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.
WASHPLOTTED 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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jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
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00
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_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
16
7_S
e
ct13.d
g
n
A. MANGAHAS
NOT TO SCALE
W20-1
ROAD
WORK
AHEAD
48"
48"
A
100'
A
X
TRAFFIC CONTROL PLAN
S
3R
D
S
T
S
W
S
U
NS
E
T
B
L
VD
S
2ND
ST
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.
WASHPLOTTED 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
w
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
jec
ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
16
7_S
e
ct13.d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
13
6
NOT TO SCALE
S
EE
T
HIS
S
H
E
E
T
M
AT
CH
LIN
E
B
S
E
E
TH
IS
S
HE
E
T
M
ATC
H
LIN
E
A
S
E
E
TH
IS
S
H
E
E
T
M
AT
C
H
LIN
E
A
S
E
E
TH
IS
S
HEE
T
MATC
H
LINE
B
SEE
SHEE
T
TC
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
CMS
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.
WASHPLOTTED 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
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
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ts\0
00
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47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
16
7_S
e
ct13.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
LI
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-405SB 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
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
jec
ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
16
7_S
e
ct13.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 TOSR 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.
WASHPLOTTED 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
PCMS
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.
WASHPLOTTED 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
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
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ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
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AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
16
7_S
e
ct13.d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
X X
B CA
L
B
TA
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
TO I-405
NBI-405 NB TOSR 167 NB
I-405SB TOSR 167 SB
SR
167
NB
TO I-405 SB
I-405NB TO SR 167 SB
SR 167NB TO
I-405 NB
S
E
E
TH
IS
S
HEE
T
MA
TC
H
LINE
S
EE
T
HIS
S
H
E
E
T
M
ATC
H
LIN
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
ET
T
C
1
10
M
AT
CH
LIN
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:
PCMS
Plot 17
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
jec
ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
16
7_S
e
ct13.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-405
SB TO
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.
WASHPLOTTED 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
HEE
T
TC
1
09
MATC
H
LINE
S
EE SHE
ET TC111
MATC
H 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:
Plot 18
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
jec
ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
16
7_S
e
ct13.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 ST
S 7T
H ST
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.
WASHPLOTTED 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
HE
E
T
TC
1
10
M
AT
C
H
LIN
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.
WASHPLOTTED 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
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
jec
ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
16
7_S
e
ct13.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
BXCX
X X
B
X
C
X
R
E
N
T
O
N
C
E
N
T
E
R
W
A
Y
S
3R
D
P
LS
4TH
PL
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
SHEET
TC1
11
MATC
H
LINE
S
E
E
S
H
E
E
T
TC
1
1
3
M
A
T
C
H
LIN
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.
WASHPLOTTED 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
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
jec
ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
16
7_S
e
ct13.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
3RD
S
T
S
W
S
U
N
S
E
T
B
L
VD
S
2N
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
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.
WASHPLOTTED BY
PLAN REF NO
mangaha
07/16/2024
13:48:52
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
10
Plot 13
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
jec
ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
51
5.d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
SR 515 FULL CLOSURE
SECTION 12
S
EE
S
H
EE
T
T
C
98
MATC
H
LINE
TC91
S
16TH
ST
SR 515
SR 515
S
21ST ST
TA
TA
TA
TA
TALBOT
RD
S
A B C
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
D
48"
48"
ROAD
CLOSED
AHEAD
W20-3
A
B
D
36"
36"
R3-2 (R/B/W)
X
X
X
E
X
X
A
C
X
C
G
100'
H
2.0 SEC 2.0 SEC
mPCMS
1 2
ROUTE
ALT
USE
AHEAD
CLOSED
SR 515
PER STD. SPEC. 1-10.3(3)C.
PRIOR TO CLOSURE TAPER
100'
100'
XX
S
E
E
THIS
S
HE
E
T
MATC
H
LINE
A
S
EE
THIS
S
HEET
MATC
H
LINE
A
S
EE
THIS
S
H
EE
T
MATC
H
LINE
B
SEE
THIS
S
HEE
T
MATC
H
LIN
E
B
D
C
X
30"
36"
R3-5R (B/W)
E
F
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
F
G
48"
60"
R11-1501 (B/W)
WILL BE
CLOSED
/DD MM- MM/DD
ROAD
TO ROAD CLOSURE
INSTALL FIVE DAYS PRIOR
XAM - XPM
H
ROAD
CLOSED
48"x30"BLACK/WHITE
W/ TYPE C LIGHTS
W/ R11-201 SIGNTYPE III BARRICADE
(ONE PER LANE)
X
A
H
H
$TOT
111
2. SEE SHEET DU30 and DU31 FOR DETOUR.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
:NOTES
I-5 ET AL.
NWR SOUTH 23-25
ONLY
m
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.
WASHPLOTTED BY
PLAN REF NO
mangaha
07/16/2024
13:48:54
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
10
Plot 14
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
jec
ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
51
5.d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
SR 515 FULL CLOSURE
SECTION 12
S
EE
S
HE
ET
TC
9
7
M
ATCH
LINE
TC92
S PUG E T D R
S
15TH
ST
SR 515 I-405 NB ON-RAMP
TA
TA
X
X
X
X
A B
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
ROAD
CLOSED
AHEAD
W20-3
B
A
A
B
D
C
D
D
60"
30"
R11-3 (B/W)
ROAD CLOSED
LOCAL TRAFFIC ONLY
##MILES AHEAD
D
ROAD
CLOSED
48"x30"BLACK/WHITE
W/ TYPE C LIGHTSW/ R11-201 SIGN
TYPE III BARRICADE
(ONE PER LANE)
C
X
$TOT
111
S
E
E
S
H
E
E
T
T
C
100
2. SEE SHEET DU30 and DU31 FOR DETOUR.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
:NOTES
I-5 ET AL.
NWR SOUTH 23-25
S
EE
SHEET
TC99
MATCH
LINE
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
ONLY
EXIT
EXIT
ONLY
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.
WASHPLOTTED BY
PLAN REF NO
mangaha
07/16/2024
13:48:56
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
10
Plot 15
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
p
w
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
jec
ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
51
5.d
g
n
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
SR 515 FULL CLOSURE
SECTION 12
SEE
THIS SHEET
MATCH
LINE
SE E TH IS SH E E T
MA TCH L IN E
SEE
SHEET TC98
MATCH
LINE
X
X
X
X
SR 515
S
RENTO
N
VILLAG
E
PL
I-405 SB OFF-RA
MP
I-405 SB
A B D
W20-1
ROAD
WORK
AHEAD
48"
48"
E
48"
48"
ROAD
CLOSED
AHEAD
W20-3
D
B
A
48"
48"
CLOSED
AHEAD
2 LANES
LEFT
W20-501L
7D
7D
7D
7C
H
48"
60"
R11-1501 (B/W)
WILL BE
CLOSED
/DD MM- MM/DD
ROAD
TO ROAD CLOSURE
INSTALL FIVE DAYS PRIOR
XAM - XPM
36"
36"
R3-1 (R/B/W)
X
X
X
100'
D
C
X
100'X
X
X
A
B
D
G
30"
36"
R3-5R (B/W)
E
G
A
X
C
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
H
I
I
2.0 SEC 2.0 SEC
mPCMS
1 2
ROUTE
ALT
USE
AHEAD
CLOSED
SR 515
PER STD. SPEC. 1-10.3(3)C.
PRIOR TO CLOSURE TAPER
X
F
36"
36"
R3-2 (R/B/W)
F
X
F
TA
TA
$TOT
111
TC93A
2. SEE SHEET DU30 and DU31 FOR DETOUR.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
:NOTES
I-5 ET AL.
NWR SOUTH 23-25
ONLY
m
P
C
M
S
Plot 17
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSEN
A. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
SR 515 FULL CLOSURE
SECTION 12
SEE SHEET TC98
B
A
A
60"
30"
R11-3 (B/W)
ROAD CLOSED
LOCAL TRAFFIC ONLY
##MILES AHEAD
B
ROAD
CLOSED
48"x30"
BLACK/WHITE
W/ TYPE C LIGHTSW/ R11-201 SIGN
TYPE III BARRICADE
(ONE PER LANE)
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.
WASHPLOTTED BY
PLAN REF NO
mangaha
07/16/2024
13:48:58
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
10
$TOT
111
S PUG E T D R
BENSON RD S
BENSON RD S
S
P
UGET
DR
p
w
:\\pro
jec
tstore.w
s
dot.wa
.gov:W
SDO
T\Do
cum
ents
\North
w
es
t\_Pro
jec
ts\0
00
\XL67
47
_NW
RS
outhS
tra
tegic
P
vm
tPres
\De
sig
n
\_C
AD\_S
he
ets
\XL6
74
7_P
S_TC_S
R
51
5.d
g
n
TC93B
2. SEE SHEET DU30 and DU31 FOR DETOUR.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
:NOTES
I-5 ET AL.
NWR SOUTH 23-25