HomeMy WebLinkAboutEx 05_Traffic Control Plans.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. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS TARLB
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 SBSR 167NB TOI-405 NB TOSR 167 NB
RAMP CLOSED
SR
167
N
B
TO
I-405
N
B
NB TO
I-405
SR 167 SBTO I-4
0
5 NBSR 167 SB
SB TO
I-405
SR 167 SB
G
48"
48"
W4-2R
F
L
X X
DRUMS SPACING BY HALF
REDUCE TRAFFIC SAFETYSEE THIS SHEETMATCH LINESEE THIS SHEETMATCH LINE2.0 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
TC101SEE SHEET TC102MATCH LINESEE 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.
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 2SOUTHWEST GRADY WYS GRADY WAYN. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. 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 SBSR
1
6
7 SBSB TO
I-405SR 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
XA
X
XHARDIE AVE SW
2
13
48"
48"
RAMP
CLOSED
AHEAD
W20-3 ALT
M4-9
48"
SEE NOTE 13
36"
D E
TC102SEE SHEET TC101MATCH LINESEE SHEET TC103MATCH LINES
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. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS
NOT TO SCALE
30"
36"
(B/W)
MOD R3-6R
W20-1
ROAD
WORK
AHEAD
48"
48"
A C
C
A
BX
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
TC103SEE SHEET TC102MATCH LINESEE 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. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. 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 PLANS 4TH PLSR 167 RENTON CENTER WAYS 3RD PLPAVEMENT 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
XX
XXX
X
4
13
TC104SEE SHEET TC103MATCH LINESEE SHEET TC105MATCH LINEI-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. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS
NOT TO SCALE
W20-1
ROAD
WORK
AHEAD
48"
48"
A
100
'A
XTRAFFIC CONTROL PLANS 3RD STSW SUNSET BLVDS 2ND STSR 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
EE SHEET TC1
0
4MATCH LI
NEI-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. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
13
6
NOT TO SCALESEE THIS SHEETMATCH LINE BSEE THIS SHEETMATCH LINE ASEE THIS SHEETMATCH LINE ASEE THIS SHEETMATCH LINE BSEE SHEET TC94I-405
NB
TO
SR 167 NBRAMP 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
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.
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. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
13
7
NOT TO SCALESEE SHEET TC102SEE THIS SHEETMATCH LINESEE THIS SHEETMATCH LINED
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
C108MA
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. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
13
8
NOT TO SCALEX48"
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
AXX M4-9
48"
SEE NOTE 13
36"
C
I-405 SB TO SR 167 NB CLOSURE
SECTION 13
I-405 SBFILE 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
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.
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. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
X X
B CA
L
B TAR
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-4
0
5 NBI-405 NB TOSR 167 NB
I-405SB TO SR 167 SB
SR 167NB TOI-405 SB
I-405NB TO SR 167 SB
SR 167 NB
TO
I-405
N
B
SEE THIS SHEETMATCH LINESEE THIS SHEETMATCH LINEXX
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
TC109SEE SHEET TC110MATCH LINEI-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. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. 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
XXXX
XD
A
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
SR 167 SOUTHWEST GRADY WYS GRADY WAYSR 167 & S GRADY WAY LEFT LANE CLOSURE
SECTION 13SR
1
6
7 SBTO I-405 SB
I-405SB TOSR 167NB
X
C
B
A
XC
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
TC110SEE SHEET TC109MATCH LINESEE SHEET TC111MATCH LINEI-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. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALEXXW20-1
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
CXA
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
13SEE SHEET TC110MATCH LINESEE SHEET TC112MATCH 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. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. 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
XXXXXXXXXXXXX X
B
X C X
X X
B
X
C
X RENTON CENTER WAYS 3RD PLS 4TH PLSR 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
13SEE SHEET TC111MATCH LINESEE SHEET TC113MATCH LINETC112
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. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR167_Sect13.dgnA. 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
XXXX X
100
'
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
48"
48"
W4-2L
ED
S 3RD STSW SUNSET BLVDS 2ND STSR 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
EE SHEET TC1
1
2MATCH LI
NETC113
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
13:48:52
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
10
Plot 13
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR515.dgnA. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
SR 515 FULL CLOSURE
SECTION 12
SEE SHEET TC98MATCH LINETC91S 16TH STSR 515
SR
515S 21ST ST
TATATATATALBOT RD SA 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)XXXE
XX
A
C XC
G100'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 SEE THIS SHEETMATCH LINE ASEE THIS SHEETMATCH LINE ASEE THIS SHEETMATCH LINE BSEE THIS SHEETMATCH LINE BD
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 SIGN
TYPE III BARRICADE
(ONE PER LANE)
X
A
H
H
$TOT
111
2. SEE SHEET DU30 and DU31 FOR DETOUR.
DATA, CHANNELIZATION DEVICE SPACING, AND GENERAL NOTES.
1. SEE SHEET TC2 FOR LEGEND, TAPER LENGTHS, SIGN SPACING, BUFFER
:NOTES
I-5 ET AL.
NWR SOUTH 23-25
ONLYmP
CMS
FILE NAME
TIME
DATE
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.REVISION DATE BY
SHEET
OF
SHEETS
Washington State
Department of Transportation
P.E. STAMP BOX P.E. STAMP BOX
DATE DATE
LOCATION NO.CONTRACT NO.
JOB NUMBER
REGION
NO.
STATE FED.AID PROJ.NO.
WASH
PLOTTED BY
PLAN REF NO
mangaha
07/16/2024
13:48:54
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
10
Plot 14
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR515.dgnA. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
SR 515 FULL CLOSURE
SECTION 12SEE SHEET TC97MATCH LINETC92
S P UGET DR
S 15TH STSR
515 I-405 NB ON-RAMPTATAXXXXAB
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
ROAD
CLOSED
AHEAD
W20-3
B
A
A
B
D
C
D
D
60"
30"
R11-3 (B/W)
ROAD CLOSED
LOCAL TRAFFIC ONLY
##MILES AHEAD
D
ROAD
CLOSED
48"x30"
BLACK/WHITE
W/ TYPE C LIGHTS
W/ R11-201 SIGN
TYPE III BARRICADE
(ONE PER LANE)
C
X$TOT
111
S
E
E
S
HE
E
T
T
C
1
00
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 23-25SEE SHEET TC99MATCH LINEc:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn ONLYEXITEXITONLY
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
13:48:56
c:\users\mangaha\pw_wsdot\d0619428\XL6747_PS_TC_SR515.dgn
10
Plot 15
N. MENZEL
A. MANGAHAS
A. EMERSON
B. NIELSENpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR515.dgnA. MANGAHAS
TRAFFIC CONTROL PLAN
PAVEMENT REPAIR
NOT TO SCALE
SR 515 FULL CLOSURE
SECTION 12 SEE THIS SHEETMATCH LINESEE THI S SHEETMATCH LI NESEE SHEET TC98MATCH LINE
X
X
X
X
SR
515S RENTON VILLAGE PLI-405 SB
OFF-R
A
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)
W ILL BE
CLOSED
/DD MM- MM/DD
ROAD
TO ROAD CLOSURE
INSTALL FIVE DAYS PRIOR
XAM - XPM
36"
36"
R3-1 (R/B/W)XXX100'D
C
X
100'
X
X
X
A
B
D
G
30"
36"
R3-5R (B/W)
E
G
A
XC
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
XFTATA
$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
mPCMS
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 LIGHTS
W/ 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.
WASH
PLOTTED 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 P UGET DRBENSON RD S
BENSON RD S
S PUGET DRpw:\\projectstore.wsdot.wa.gov:WSDOT\Documents\Northwest\_Projects\000\XL6747_NWRSouthStrategicPvmtPres\Design\_CAD\_Sheets\XL6747_PS_TC_SR515.dgnTC93B
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