HomeMy WebLinkAboutP_Detour Plans SR 169_260708_v1PRELIMINARY PLAN
MAPLE VLY HWY
MAPLE VLY HWY
MAPLE VLY HWY
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
REVISION DATE BY
LOCATION NO.CONTRACT NO.
JOB NUMBER
NO.
REGION STATE FED. AID PROJ. NO.
WASH
PLAN REF NO
SafiYou
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d
g
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W SDOT
STAMP BOX
DATE
STAMP BOX
DATE
CERTIFICATION SHEET
SEE
CERTIFICATION SHEET
SEE
TRAFFIC CONTROL PLAN
B. NIELSEN
PRESERVATION 25-27 CONTRACT
NWR SOUTH STRATEGIC PAVEMENT
J. MAGNUSSON
Y.SAFI
Y.SAFI
K. LEI
PCMS/mPCMS
TRANSPORTABLE ATTENUATOR (TL-3)
CONNECTED SEQUENTIAL ARROW SIGN
RADAR SPEED DISPLAY SIGN (RSDS)
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION (5' MIN HEIGHT)
TEMPORARY SIGN LOCATION (1' MIN HEIGHT)
LEGEND:
TA
$TC$
$TC
$$
X
X
L
TA
R
160' ±
B
X
ROAD
WORK
AHEAD
WORK AREA
7' SHOULDER
EXISTING
TO TRAFFIC
LANE OPEN
2'
SECTION A-A
1' SHOULDER
EXISTING
12' LANE
EXISTING
11' LANE
EXISTING
11' LANE
EXISTING
11' LANE
EXISTING
11' LANE
EXISTING
2'
WORK AREA
SR 169 WESTBOUND LEFT LANE CLOSURE (1 OF 3)
NOT TO SCALE
ADDITIONAL RSDS MAY BE ADDED PRIOR TO EACH WORK CREW.
RELOCATE RSDS AS WORK AREA MOVES DOWNSTREAM. IF ENGINEER ACCEPTS,
LIMIT). EXISTING BLACK/WHITE "YOUR SPEED" PLAQUES MAY STILL BE USED.
5. ## MATCHS EXISTING SPEED LIMIT FOR PASSENGER VEHICLES (NOT TRUCK SPEED
4. BUFFER DISTANCE INCREASES AS WORK AREA MOVES DOWNSTREAM.
FOLLOWING HORIZONTAL CURVES.
3. IF FEASIBLE, AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY
2. BARRIER-MOUNTED 24"x48" SIGNAGE MAY BE USED WHERE PAVED SHOULDERS < 6'.
1. miniPCMS PERMITTED ON 2-LANE FREEWAYS, ON 3+ LANE FREEWAYS USE PCMS.
NOTES:
CHANNELIZING DEVICE SPACING MAY BE 120' AT INGRESS/EGRESS.
CONSTRUCTION VEHICLES INGRESS/EGRESS INTO THE OPEN LANE(S).
11. ADD W21-30-SERIES SIGNS (5' HEIGHT) 500' ± PRIOR TO FREQUENT
10. PLAN IS APPLICABLE TO LANE CLOSURES OF 7 DAYS OR LESS.
9. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED.
8. IF USED, DOWNSTREAM TAPER DEVICE SPACING IS 20'.
45° ± AND 5' SPACING AT STRATEGIC LOCATIONS.
7. IF USED, PLACE DEVICES TRANSVERSELY ACROSS CLOSED LANES AT
TRANSPORTABLE ATTENUATORS MAY BE ADDED BEHIND EACH WORK CREW.
6. RED/WHITE OR BLACK/YELLOW CHEVRON PATTERN OK. ADDITIONAL
SECTION 6B
LEFT LANE
CLOSED
AHEAD
TAPER
L/2
2.0 SEC 2.0 SEC
1 2
mPCMS/PCMS
CLOSURE
LANE
LEFT
AHEAD
MILES
1.0
PER STD. SPEC. 2-04.3(6)C.
PRIOR TO CLOSURE TAPER
FIELD LOCATE 1.5± MILES
TO TRAFFIC
LANE OPEN
PCMS
P
C
M
S
A
A
W4-2R
48"
48"
W20-1
48"
48"
W20-5L
48"
48"
PRELIMINARY PLAN
MAPLE VLY HWY
MAPLE VLY HWY
MAPLE VLY HWY
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
REVISION DATE BY
LOCATION NO.CONTRACT NO.
JOB NUMBER
NO.
REGION STATE FED. AID PROJ. NO.
WASH
PLAN REF NO
SafiYou
24-Jun-2026
4:11:51 PM
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B
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d
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W SDOT
STAMP BOX
DATE
STAMP BOX
DATE
CERTIFICATION SHEET
SEE
CERTIFICATION SHEET
SEE
TRAFFIC CONTROL PLAN
B. NIELSEN
PRESERVATION 25-27 CONTRACT
NWR SOUTH STRATEGIC PAVEMENT
J. MAGNUSSON
Y.SAFI
Y.SAFI
K. LEI
SR 169 WESTBOUND LEFT LANE CLOSURE (2 OF 3)
NOT TO SCALE
ADDITIONAL RSDS MAY BE ADDED PRIOR TO EACH WORK CREW.
RELOCATE RSDS AS WORK AREA MOVES DOWNSTREAM. IF ENGINEER ACCEPTS,
LIMIT). EXISTING BLACK/WHITE "YOUR SPEED" PLAQUES MAY STILL BE USED.
5. ## MATCHS EXISTING SPEED LIMIT FOR PASSENGER VEHICLES (NOT TRUCK SPEED
4. BUFFER DISTANCE INCREASES AS WORK AREA MOVES DOWNSTREAM.
FOLLOWING HORIZONTAL CURVES.
3. IF FEASIBLE, AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY
2. BARRIER-MOUNTED 24"x48" SIGNAGE MAY BE USED WHERE PAVED SHOULDERS < 6'.
1. miniPCMS PERMITTED ON 2-LANE FREEWAYS, ON 3+ LANE FREEWAYS USE PCMS.
NOTES:
CHANNELIZING DEVICE SPACING MAY BE 120' AT INGRESS/EGRESS.
CONSTRUCTION VEHICLES INGRESS/EGRESS INTO THE OPEN LANE(S).
11. ADD W21-30-SERIES SIGNS (5' HEIGHT) 500' ± PRIOR TO FREQUENT
10. PLAN IS APPLICABLE TO LANE CLOSURES OF 7 DAYS OR LESS.
9. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED.
8. IF USED, DOWNSTREAM TAPER DEVICE SPACING IS 20'.
45° ± AND 5' SPACING AT STRATEGIC LOCATIONS.
7. IF USED, PLACE DEVICES TRANSVERSELY ACROSS CLOSED LANES AT
TRANSPORTABLE ATTENUATORS MAY BE ADDED BEHIND EACH WORK CREW.
6. RED/WHITE OR BLACK/YELLOW CHEVRON PATTERN OK. ADDITIONAL
WORK AREA
PCMS/mPCMS
TRANSPORTABLE ATTENUATOR (TL-3)
CONNECTED SEQUENTIAL ARROW SIGN
RADAR SPEED DISPLAY SIGN (RSDS)
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION (5' MIN HEIGHT)
TEMPORARY SIGN LOCATION (1' MIN HEIGHT)
LEGEND:
TA
SECTION 6B
W/ TYPE C LIGHTS
W/ R11-2 SIGN
TYPE III BARRICADE
BLACK/WHITE
CLOSED
ROAD
60"x30"
PCMS
(R/B/W)
R3-2
24"
24"
PRELIMINARY PLAN
MAPLE VLY HWY
I-40
5 W
B
I
-
405 EB
MAPLE VLY HWY
MAPLE VLY HWY
PCMS/mPCMS
TRANSPORTABLE ATTENUATOR (TL-3)
CONNECTED SEQUENTIAL ARROW SIGN
RADAR SPEED DISPLAY SIGN (RSDS)
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION (5' MIN HEIGHT)
TEMPORARY SIGN LOCATION (1' MIN HEIGHT)
LEGEND:
TA
SECTION 6B
SR 169 WESTBOUND LEFT LANE CLOSURE (3 OF 3)
NOT TO SCALE
TAPERL/2 TAPER
L/2
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
REVISION DATE BY
LOCATION NO.CONTRACT NO.
JOB NUMBER
NO.
REGION STATE FED. AID PROJ. NO.
WASH
PLAN REF NO
SafiYou
24-Jun-2026
4:12:16 PM
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B
.
d
g
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W SDOT
STAMP BOX
DATE
STAMP BOX
DATE
CERTIFICATION SHEET
SEE
CERTIFICATION SHEET
SEE
TRAFFIC CONTROL PLAN
B. NIELSEN
PRESERVATION 25-27 CONTRACT
NWR SOUTH STRATEGIC PAVEMENT
J. MAGNUSSON
Y.SAFI
Y.SAFI
K. LEI
ADDITIONAL RSDS MAY BE ADDED PRIOR TO EACH WORK CREW.
RELOCATE RSDS AS WORK AREA MOVES DOWNSTREAM. IF ENGINEER ACCEPTS,
LIMIT). EXISTING BLACK/WHITE "YOUR SPEED" PLAQUES MAY STILL BE USED.
5. ## MATCHS EXISTING SPEED LIMIT FOR PASSENGER VEHICLES (NOT TRUCK SPEED
4. BUFFER DISTANCE INCREASES AS WORK AREA MOVES DOWNSTREAM.
FOLLOWING HORIZONTAL CURVES.
3. IF FEASIBLE, AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY
2. BARRIER-MOUNTED 24"x48" SIGNAGE MAY BE USED WHERE PAVED SHOULDERS < 6'.
1. miniPCMS PERMITTED ON 2-LANE FREEWAYS, ON 3+ LANE FREEWAYS USE PCMS.
NOTES:
CHANNELIZING DEVICE SPACING MAY BE 120' AT INGRESS/EGRESS.
CONSTRUCTION VEHICLES INGRESS/EGRESS INTO THE OPEN LANE(S).
11. ADD W21-30-SERIES SIGNS (5' HEIGHT) 500' ± PRIOR TO FREQUENT
10. PLAN IS APPLICABLE TO LANE CLOSURES OF 7 DAYS OR LESS.
9. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED.
8. IF USED, DOWNSTREAM TAPER DEVICE SPACING IS 20'.
45° ± AND 5' SPACING AT STRATEGIC LOCATIONS.
7. IF USED, PLACE DEVICES TRANSVERSELY ACROSS CLOSED LANES AT
TRANSPORTABLE ATTENUATORS MAY BE ADDED BEHIND EACH WORK CREW.
6. RED/WHITE OR BLACK/YELLOW CHEVRON PATTERN OK. ADDITIONAL
PCMS
(R/B/W)
R3-2
24"
24"
PRELIMINARY PLAN
MAPLE VLY HWY
MAPLE VLY HWY
MAPLE VLY HWY
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
REVISION DATE BY
LOCATION NO.CONTRACT NO.
JOB NUMBER
NO.
REGION STATE FED. AID PROJ. NO.
WASH
PLAN REF NO
SafiYou
24-Jun-2026
4:17:06 PM
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B
1
.
d
g
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W SDOT
STAMP BOX
DATE
STAMP BOX
DATE
CERTIFICATION SHEET
SEE
CERTIFICATION SHEET
SEE
TRAFFIC CONTROL PLAN
B. NIELSEN
PRESERVATION 25-27 CONTRACT
NWR SOUTH STRATEGIC PAVEMENT
J. MAGNUSSON
Y.SAFI
Y.SAFI
K. LEI
RIGHT LANE
CLOSED
AHEAD
PCMS/mPCMS
TRANSPORTABLE ATTENUATOR (TL-3)
CONNECTED SEQUENTIAL ARROW SIGN
RADAR SPEED DISPLAY SIGN (RSDS)
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION (5' MIN HEIGHT)
TEMPORARY SIGN LOCATION (1' MIN HEIGHT)
LEGEND:
TA
$TC$
$TC
$$
X
X
L
TA
R
160' ±
B
X
ROAD
WORK
AHEAD
WORK AREA
7' SHOULDER
EXISTING
TO TRAFFIC
LANE OPEN
SECTION A-A
1' SHOULDER
EXISTING
12' LANE
EXISTING
11' LANE
EXISTING
11' LANE
EXISTING
11' LANE
EXISTING
11' LANE
EXISTING
2'
WORK AREA
SR 169 WESTBOUND RIGHT LANE CLOSURE (1 OF 3)
NOT TO SCALE
ADDITIONAL RSDS MAY BE ADDED PRIOR TO EACH WORK CREW.
RELOCATE RSDS AS WORK AREA MOVES DOWNSTREAM. IF ENGINEER ACCEPTS,
LIMIT). EXISTING BLACK/WHITE "YOUR SPEED" PLAQUES MAY STILL BE USED.
5. ## MATCHS EXISTING SPEED LIMIT FOR PASSENGER VEHICLES (NOT TRUCK SPEED
4. BUFFER DISTANCE INCREASES AS WORK AREA MOVES DOWNSTREAM.
FOLLOWING HORIZONTAL CURVES.
3. IF FEASIBLE, AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY
2. BARRIER-MOUNTED 24"x48" SIGNAGE MAY BE USED WHERE PAVED SHOULDERS < 6'.
1. miniPCMS PERMITTED ON 2-LANE FREEWAYS, ON 3+ LANE FREEWAYS USE PCMS.
NOTES:
CHANNELIZING DEVICE SPACING MAY BE 120' AT INGRESS/EGRESS.
CONSTRUCTION VEHICLES INGRESS/EGRESS INTO THE OPEN LANE(S).
11. ADD W21-30-SERIES SIGNS (5' HEIGHT) 500' ± PRIOR TO FREQUENT
10. PLAN IS APPLICABLE TO LANE CLOSURES OF 7 DAYS OR LESS.
9. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED.
8. IF USED, DOWNSTREAM TAPER DEVICE SPACING IS 20'.
45° ± AND 5' SPACING AT STRATEGIC LOCATIONS.
7. IF USED, PLACE DEVICES TRANSVERSELY ACROSS CLOSED LANES AT
TRANSPORTABLE ATTENUATORS MAY BE ADDED BEHIND EACH WORK CREW.
6. RED/WHITE OR BLACK/YELLOW CHEVRON PATTERN OK. ADDITIONAL
SECTION 6B
TAPER
L/2
2.0 SEC 2.0 SEC
1 2
mPCMS/PCMS
CLOSURE
LANE
RIGHT
AHEAD
MILES
1.0
PER STD. SPEC. 2-04.3(6)C.
PRIOR TO CLOSURE TAPER
FIELD LOCATE 1.5± MILES
TO TRAFFIC
LANE OPEN
PCMS
P
C
M
S
A
A
W20-5R
48"
48"W20-1
48"
48"
W4-2L
48"
48"
PRELIMINARY PLAN
MAPLE VLY HWY
MAPLE VLY HWY
MAPLE VLY HWY
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
REVISION DATE BY
LOCATION NO.CONTRACT NO.
JOB NUMBER
NO.
REGION STATE FED. AID PROJ. NO.
WASH
PLAN REF NO
SafiYou
24-Jun-2026
4:17:28 PM
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1
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d
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W SDOT
STAMP BOX
DATE
STAMP BOX
DATE
CERTIFICATION SHEET
SEE
CERTIFICATION SHEET
SEE
TRAFFIC CONTROL PLAN
B. NIELSEN
PRESERVATION 25-27 CONTRACT
NWR SOUTH STRATEGIC PAVEMENT
J. MAGNUSSON
$TC$
Y.SAFI
Y.SAFI
K. LEI
SR 169 WESTBOUND RIGHT LANE CLOSURE (2 OF 3)
NOT TO SCALE
ADDITIONAL RSDS MAY BE ADDED PRIOR TO EACH WORK CREW.
RELOCATE RSDS AS WORK AREA MOVES DOWNSTREAM. IF ENGINEER ACCEPTS,
LIMIT). EXISTING BLACK/WHITE "YOUR SPEED" PLAQUES MAY STILL BE USED.
5. ## MATCHS EXISTING SPEED LIMIT FOR PASSENGER VEHICLES (NOT TRUCK SPEED
4. BUFFER DISTANCE INCREASES AS WORK AREA MOVES DOWNSTREAM.
FOLLOWING HORIZONTAL CURVES.
3. IF FEASIBLE, AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY
2. BARRIER-MOUNTED 24"x48" SIGNAGE MAY BE USED WHERE PAVED SHOULDERS < 6'.
1. miniPCMS PERMITTED ON 2-LANE FREEWAYS, ON 3+ LANE FREEWAYS USE PCMS.
NOTES:
CHANNELIZING DEVICE SPACING MAY BE 120' AT INGRESS/EGRESS.
CONSTRUCTION VEHICLES INGRESS/EGRESS INTO THE OPEN LANE(S).
11. ADD W21-30-SERIES SIGNS (5' HEIGHT) 500' ± PRIOR TO FREQUENT
10. PLAN IS APPLICABLE TO LANE CLOSURES OF 7 DAYS OR LESS.
9. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED.
8. IF USED, DOWNSTREAM TAPER DEVICE SPACING IS 20'.
45° ± AND 5' SPACING AT STRATEGIC LOCATIONS.
7. IF USED, PLACE DEVICES TRANSVERSELY ACROSS CLOSED LANES AT
TRANSPORTABLE ATTENUATORS MAY BE ADDED BEHIND EACH WORK CREW.
6. RED/WHITE OR BLACK/YELLOW CHEVRON PATTERN OK. ADDITIONAL
WORK AREA
PCMS/mPCMS
TRANSPORTABLE ATTENUATOR (TL-3)
CONNECTED SEQUENTIAL ARROW SIGN
RADAR SPEED DISPLAY SIGN (RSDS)
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION (5' MIN HEIGHT)
TEMPORARY SIGN LOCATION (1' MIN HEIGHT)
LEGEND:
TA
SECTION 6B
W/ TYPE C LIGHTS
W/ R11-2 SIGN
TYPE III BARRICADE
BLACK/WHITE
CLOSED
ROAD
60"x30"
PCMS
PRELIMINARY PLAN
MAPLE VLY HWY
I-40
5 W
B
I
-
405 EB
MAPLE VLY HWY
MAPLE VLY HWY
PCMS/mPCMS
TRANSPORTABLE ATTENUATOR (TL-3)
CONNECTED SEQUENTIAL ARROW SIGN
RADAR SPEED DISPLAY SIGN (RSDS)
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION (5' MIN HEIGHT)
TEMPORARY SIGN LOCATION (1' MIN HEIGHT)
LEGEND:
TA
SECTION 6B
SR 169 WESTBOUND RIGHT LANE CLOSURE (3 OF 3)
NOT TO SCALE
TAPERL/2 TAPER
L/2
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
REVISION DATE BY
LOCATION NO.CONTRACT NO.
JOB NUMBER
NO.
REGION STATE FED. AID PROJ. NO.
WASH
PLAN REF NO
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d
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STAMP BOX
DATE
STAMP BOX
DATE
CERTIFICATION SHEET
SEE
CERTIFICATION SHEET
SEE
TRAFFIC CONTROL PLAN
B. NIELSEN
PRESERVATION 25-27 CONTRACT
NWR SOUTH STRATEGIC PAVEMENT
J. MAGNUSSON
$TC$
Y.SAFI
Y.SAFI
K. LEI
ADDITIONAL RSDS MAY BE ADDED PRIOR TO EACH WORK CREW.
RELOCATE RSDS AS WORK AREA MOVES DOWNSTREAM. IF ENGINEER ACCEPTS,
LIMIT). EXISTING BLACK/WHITE "YOUR SPEED" PLAQUES MAY STILL BE USED.
5. ## MATCHS EXISTING SPEED LIMIT FOR PASSENGER VEHICLES (NOT TRUCK SPEED
4. BUFFER DISTANCE INCREASES AS WORK AREA MOVES DOWNSTREAM.
FOLLOWING HORIZONTAL CURVES.
3. IF FEASIBLE, AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY
2. BARRIER-MOUNTED 24"x48" SIGNAGE MAY BE USED WHERE PAVED SHOULDERS < 6'.
1. miniPCMS PERMITTED ON 2-LANE FREEWAYS, ON 3+ LANE FREEWAYS USE PCMS.
NOTES:
CHANNELIZING DEVICE SPACING MAY BE 120' AT INGRESS/EGRESS.
CONSTRUCTION VEHICLES INGRESS/EGRESS INTO THE OPEN LANE(S).
11. ADD W21-30-SERIES SIGNS (5' HEIGHT) 500' ± PRIOR TO FREQUENT
10. PLAN IS APPLICABLE TO LANE CLOSURES OF 7 DAYS OR LESS.
9. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED.
8. IF USED, DOWNSTREAM TAPER DEVICE SPACING IS 20'.
45° ± AND 5' SPACING AT STRATEGIC LOCATIONS.
7. IF USED, PLACE DEVICES TRANSVERSELY ACROSS CLOSED LANES AT
TRANSPORTABLE ATTENUATORS MAY BE ADDED BEHIND EACH WORK CREW.
6. RED/WHITE OR BLACK/YELLOW CHEVRON PATTERN OK. ADDITIONAL
PCMS
(R/B/W)
R3-2
24"
24"
(R/B/W)
R3-1
24"
24"
PRELIMINARY PLAN
MAPLE VLY HW
Y
BRONSON WAY N
FACTO
RY AVE N
SUNSET BLVD N
S 3RD ST
XX
ROAD
WORK
AHEAD
A
WORK AREA
7' SHOULDER
EXISTING
TO TRAFFIC
LANE OPEN
SECTIONA-A
1' SHOULDER
EXISTING
11' LANE
EXISTING
11' LANE
EXISTING
11' LANE
EXISTING
11' LANE
EXISTING
2'
LEFT LANE
CLOSED
AHEAD
PCMS/mPCMS
TRANSPORTABLE ATTENUATOR (TL-3)
CONNECTED SEQUENTIAL ARROW SIGN
RADAR SPEED DISPLAY SIGN (RSDS)
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION (5' MIN HEIGHT)
TEMPORARY SIGN LOCATION (1' MIN HEIGHT)
LEGEND:
TA
SECTION 7B SR 169 EASTBOUND LEFT LANE CLOSURE (1 OF 3)
NOT TO SCALE
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
REVISION DATE BY
LOCATION NO.CONTRACT NO.
JOB NUMBER
NO.
REGION STATE FED. AID PROJ. NO.
WASH
PLAN REF NO
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STAMP BOX
DATE
STAMP BOX
DATE
CERTIFICATION SHEET
SEE
CERTIFICATION SHEET
SEE
TRAFFIC CONTROL PLAN
B. NIELSEN
PRESERVATION 25-27 CONTRACT
NWR SOUTH STRATEGIC PAVEMENT
J. MAGNUSSON
$TC$
Y.SAFI
Y.SAFI
K. LEI
R
B
TA
160' ±
L
TAPER
L/2
2.0 SEC 2.0 SEC
1 2
PCMS
CLOSURE
LANE
RIGHT
AHEAD
MILES
1.0
PER STD. SPEC. 2-04.3(6)C.
PRIOR TO CLOSURE TAPER
FIELD LOCATE 1.5± MILES
W
ORK AREA
X
A
A
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
X
TA
PERL/2
11' LANE
EXISTING
TO TRAFFIC
LANE OPEN
11' LANE
EXISTING
11' LANE
EXISTING
M
A
T
CH
LINE S
EE S
H
EET
$
TC
$
2'
PC
M
S
PCMS
A
A
W4-2R
48"
48"
W20-1
48"
48"
W20-5L
48"
48"
W20-1
48"
48"
W20-1
48"
48"
(R/B/W)
R3-1
24"
24"
PRELIMINARY PLAN
MAPLE VLY HWY
MAPLE VLY HWY
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
REVISION DATE BY
LOCATION NO.CONTRACT NO.
JOB NUMBER
NO.
REGION STATE FED. AID PROJ. NO.
WASH
PLAN REF NO
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d
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W SDOT
STAMP BOX
DATE
STAMP BOX
DATE
CERTIFICATION SHEET
SEE
CERTIFICATION SHEET
SEE
TRAFFIC CONTROL PLAN
B. NIELSEN
PRESERVATION 25-27 CONTRACT
NWR SOUTH STRATEGIC PAVEMENT
J. MAGNUSSON
$TC$
Y.SAFI
Y.SAFI
K. LEI
ADDITIONAL RSDS MAY BE ADDED PRIOR TO EACH WORK CREW.
RELOCATE RSDS AS WORK AREA MOVES DOWNSTREAM. IF ENGINEER ACCEPTS,
LIMIT). EXISTING BLACK/WHITE "YOUR SPEED" PLAQUES MAY STILL BE USED.
5. ## MATCHS EXISTING SPEED LIMIT FOR PASSENGER VEHICLES (NOT TRUCK SPEED
4. BUFFER DISTANCE INCREASES AS WORK AREA MOVES DOWNSTREAM.
FOLLOWING HORIZONTAL CURVES.
3. IF FEASIBLE, AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY
2. BARRIER-MOUNTED 24"x48" SIGNAGE MAY BE USED WHERE PAVED SHOULDERS < 6'.
1. miniPCMS PERMITTED ON 2-LANE FREEWAYS, ON 3+ LANE FREEWAYS USE PCMS.
NOTES:
CHANNELIZING DEVICE SPACING MAY BE 120' AT INGRESS/EGRESS.
CONSTRUCTION VEHICLES INGRESS/EGRESS INTO THE OPEN LANE(S).
11. ADD W21-30-SERIES SIGNS (5' HEIGHT) 500' ± PRIOR TO FREQUENT
10. PLAN IS APPLICABLE TO LANE CLOSURES OF 7 DAYS OR LESS.
9. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED.
8. IF USED, DOWNSTREAM TAPER DEVICE SPACING IS 20'.
45° ± AND 5' SPACING AT STRATEGIC LOCATIONS.
7. IF USED, PLACE DEVICES TRANSVERSELY ACROSS CLOSED LANES AT
TRANSPORTABLE ATTENUATORS MAY BE ADDED BEHIND EACH WORK CREW.
6. RED/WHITE OR BLACK/YELLOW CHEVRON PATTERN OK. ADDITIONAL
PCMS/mPCMS
TRANSPORTABLE ATTENUATOR (TL-3)
CONNECTED SEQUENTIAL ARROW SIGN
RADAR SPEED DISPLAY SIGN (RSDS)
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION (5' MIN HEIGHT)
TEMPORARY SIGN LOCATION (1' MIN HEIGHT)
LEGEND:
TA
SECTION 7B
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
$
T
C
$
X X
ROAD
WORK
AHEAD
A
5
0
0'
L/
3
X
SHOULDER
WORK
RAMP
CLOSED
AHEAD
A
2.0 SEC 2.0 SEC
1 2
CLOSED
XXX
EXIT
mPCMS
XXX
EXIT
USE
PER STD. SPEC. 2-04.3(6)C.
PRIOR TO CLOSED EXIT-RAMP
FIELD LOCATE 1/2± MILE
WILL BE
CLOSED
10/25 - 10/20
5AM - 9:30PM
RAMP
RAMP
CLOSED
SR 169 EASTBOUND LEFT LANE CLOSURE (2 OF 3)
NOT TO SCALE
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
$
T
C
$
PCMS
PC
M
S
W20-1
48"
48"
W21-5
48"
48"
W20-3 ALT
48"
48"
48"
60"
(UPDATE WEEKLY)
OF CLOSURE
IN ADVANCE
PLACE 3+ DAYS
R11-1501 (B/W)
48"
30"
R11-201 (B/W)
(R/B/W)
R3-2
24"
24"
PRELIMINARY PLAN
MAPLE VLY HWY
MAPLE VLY HWY
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
REVISION DATE BY
LOCATION NO.CONTRACT NO.
JOB NUMBER
NO.
REGION STATE FED. AID PROJ. NO.
WASH
PLAN REF NO
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1
6
9
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7
B
1
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d
g
n
W SDOT
STAMP BOX
DATE
STAMP BOX
DATE
CERTIFICATION SHEET
SEE
CERTIFICATION SHEET
SEE
TRAFFIC CONTROL PLAN
B. NIELSEN
PRESERVATION 25-27 CONTRACT
NWR SOUTH STRATEGIC PAVEMENT
J. MAGNUSSON
Y.SAFI
Y.SAFI
K. LEI
PCMS/mPCMS
TRANSPORTABLE ATTENUATOR (TL-3)
CONNECTED SEQUENTIAL ARROW SIGN
RADAR SPEED DISPLAY SIGN (RSDS)
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION (5' MIN HEIGHT)
TEMPORARY SIGN LOCATION (1' MIN HEIGHT)
LEGEND:
TA
$TC$
$TC
$$
TAPER
L/2
WORK AREA
X X
ROAD
WORK
AHEAD
A
SR 169 EASTBOUND LEFT LANE CLOSURE (3 OF 3)
NOT TO SCALE
ADDITIONAL RSDS MAY BE ADDED PRIOR TO EACH WORK CREW.
RELOCATE RSDS AS WORK AREA MOVES DOWNSTREAM. IF ENGINEER ACCEPTS,
LIMIT). EXISTING BLACK/WHITE "YOUR SPEED" PLAQUES MAY STILL BE USED.
5. ## MATCHS EXISTING SPEED LIMIT FOR PASSENGER VEHICLES (NOT TRUCK SPEED
4. BUFFER DISTANCE INCREASES AS WORK AREA MOVES DOWNSTREAM.
FOLLOWING HORIZONTAL CURVES.
3. IF FEASIBLE, AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY
2. BARRIER-MOUNTED 24"x48" SIGNAGE MAY BE USED WHERE PAVED SHOULDERS < 6'.
1. miniPCMS PERMITTED ON 2-LANE FREEWAYS, ON 3+ LANE FREEWAYS USE PCMS.
NOTES:
CHANNELIZING DEVICE SPACING MAY BE 120' AT INGRESS/EGRESS.
CONSTRUCTION VEHICLES INGRESS/EGRESS INTO THE OPEN LANE(S).
11. ADD W21-30-SERIES SIGNS (5' HEIGHT) 500' ± PRIOR TO FREQUENT
10. PLAN IS APPLICABLE TO LANE CLOSURES OF 7 DAYS OR LESS.
9. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED.
8. IF USED, DOWNSTREAM TAPER DEVICE SPACING IS 20'.
45° ± AND 5' SPACING AT STRATEGIC LOCATIONS.
7. IF USED, PLACE DEVICES TRANSVERSELY ACROSS CLOSED LANES AT
TRANSPORTABLE ATTENUATORS MAY BE ADDED BEHIND EACH WORK CREW.
6. RED/WHITE OR BLACK/YELLOW CHEVRON PATTERN OK. ADDITIONAL
SECTION 7B
B
R
E
A
K
L
I
N
E
S
E
E
T
H
I
S
S
H
E
E
T
W/ TYPE C LIGHTS
W/ R11-2 SIGN
TYPE III BARRICADE
BLACK/WHITE
CLOSED
ROAD
60"x30"
A
LEFT LANE
CLOSED
AHEAD
MA
TCH LINE S
EE S
HEET $TC$
WORK AREA
TO TRAFFIC
LANE OPEN
SECTIONA-A
11' LANE
EXISTING
11' LANE
EXISTING
12' LANE
EXISTING
2'
11' LANE
EXISTING
TO TRAFFIC
LANE OPEN
7' SHOULDER
EXISTING
11' LANE
EXISTING
1' SHOULDER
EXISTING
PCMS
A
A
W20-1
48"
48"
(R/B/W)
R3-2
24"
24"
W20-5L
48"
48"
PRELIMINARY PLAN
MAPLE VLY HW
Y
BRONSON WAY N
FACTO
RY AVE N
SUNSET BLVD N
S 3RD ST
RIGHT LANE
CLOSED
AHEAD
XX
ROAD
WORK
AHEAD
A
WORK AREA
7' SHOULDER
EXISTING
TO TRAFFIC
LANE OPEN
SECTIONA-A
1' SHOULDER
EXISTING
11' LANE
EXISTING
11' LANE
EXISTING
11' LANE
EXISTING
11' LANE
EXISTING
2'
PCMS/mPCMS
TRANSPORTABLE ATTENUATOR (TL-3)
CONNECTED SEQUENTIAL ARROW SIGN
RADAR SPEED DISPLAY SIGN (RSDS)
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION (5' MIN HEIGHT)
TEMPORARY SIGN LOCATION (1' MIN HEIGHT)
LEGEND:
TA
SECTION 7B
SR 169 EASTBOUND RIGHT LANE CLOSURE (1 OF 3)
NOT TO SCALE
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
REVISION DATE BY
LOCATION NO.CONTRACT NO.
JOB NUMBER
NO.
REGION STATE FED. AID PROJ. NO.
WASH
PLAN REF NO
SafiYou
23-Jun-2026
4:10:30 PM
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OF
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W
S
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o
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w
e
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P
r
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c
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0
0
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N
W
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S
o
u
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2
5
-
2
7
C
r
a
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k
S
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l
P
a
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m
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B
/
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B
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d
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a
f
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2
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3
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7
B
.
d
g
n
W SDOT
STAMP BOX
DATE
STAMP BOX
DATE
CERTIFICATION SHEET
SEE
CERTIFICATION SHEET
SEE
TRAFFIC CONTROL PLAN
B. NIELSEN
PRESERVATION 25-27 CONTRACT
NWR SOUTH STRATEGIC PAVEMENT
J. MAGNUSSON
$TC$
Y.SAFI
Y.SAFI
K. LEI
R
B
TA
160' ±
L
TAPER
L/2
2.0 SEC 2.0 SEC
1 2
PCMS
CLOSURE
LANE
RIGHT
AHEAD
MILES
1.0
PER STD. SPEC. 2-04.3(6)C.
PRIOR TO CLOSURE TAPER
FIELD LOCATE 1.5± MILES
W
ORK
AREA
X
A
A
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
X
TA
PERL/2
11' LANE
EXISTING
TO TRAFFIC
LANE OPEN
11' LANE
EXISTING
11' LANE
EXISTING
M
A
T
CH
LINE S
EE S
H
EET
$
TC
$
PC
M
S
PCMS
A
A
W20-5R
48"
48"
W20-1
48"
48"
W20-1
48"
48"
W20-1
48"
48"
(R/B/W)
R3-1
24"
24"
W4-2L
48"
48"
PRELIMINARY PLAN
MAPLE VLY HWY
MAPLE VLY HWY
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
REVISION DATE BY
LOCATION NO.CONTRACT NO.
JOB NUMBER
NO.
REGION STATE FED. AID PROJ. NO.
WASH
PLAN REF NO
SafiYou
23-Jun-2026
3:20:53 PM
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o
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h
w
e
s
t
/
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P
r
o
j
e
c
t
s
/
0
0
0
/
N
W
R
S
o
u
t
h
2
5
-
2
7
C
r
a
c
k
S
e
a
l
P
a
v
e
m
e
n
t
R
e
p
a
i
r
_
C
o
n
n
e
c
t
/
D
e
s
i
g
n
/
_
C
A
D
D
/
S
h
e
e
t
s
/
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_
1
6
9
/
S
E
C
7
B
/
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7
0
3
0
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T
C
_
1
6
9
_
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B
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a
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2
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0
3
0
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T
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1
6
9
_
7
B
.
d
g
n
W SDOT
STAMP BOX
DATE
STAMP BOX
DATE
CERTIFICATION SHEET
SEE
CERTIFICATION SHEET
SEE
TRAFFIC CONTROL PLAN
B. NIELSEN
PRESERVATION 25-27 CONTRACT
NWR SOUTH STRATEGIC PAVEMENT
J. MAGNUSSON
$TC$
Y.SAFI
Y.SAFI
K. LEI
ADDITIONAL RSDS MAY BE ADDED PRIOR TO EACH WORK CREW.
RELOCATE RSDS AS WORK AREA MOVES DOWNSTREAM. IF ENGINEER ACCEPTS,
LIMIT). EXISTING BLACK/WHITE "YOUR SPEED" PLAQUES MAY STILL BE USED.
5. ## MATCHS EXISTING SPEED LIMIT FOR PASSENGER VEHICLES (NOT TRUCK SPEED
4. BUFFER DISTANCE INCREASES AS WORK AREA MOVES DOWNSTREAM.
FOLLOWING HORIZONTAL CURVES.
3. IF FEASIBLE, AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY
2. BARRIER-MOUNTED 24"x48" SIGNAGE MAY BE USED WHERE PAVED SHOULDERS < 6'.
1. miniPCMS PERMITTED ON 2-LANE FREEWAYS, ON 3+ LANE FREEWAYS USE PCMS.
NOTES:
CHANNELIZING DEVICE SPACING MAY BE 120' AT INGRESS/EGRESS.
CONSTRUCTION VEHICLES INGRESS/EGRESS INTO THE OPEN LANE(S).
11. ADD W21-30-SERIES SIGNS (5' HEIGHT) 500' ± PRIOR TO FREQUENT
10. PLAN IS APPLICABLE TO LANE CLOSURES OF 7 DAYS OR LESS.
9. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED.
8. IF USED, DOWNSTREAM TAPER DEVICE SPACING IS 20'.
45° ± AND 5' SPACING AT STRATEGIC LOCATIONS.
7. IF USED, PLACE DEVICES TRANSVERSELY ACROSS CLOSED LANES AT
TRANSPORTABLE ATTENUATORS MAY BE ADDED BEHIND EACH WORK CREW.
6. RED/WHITE OR BLACK/YELLOW CHEVRON PATTERN OK. ADDITIONAL
PCMS/mPCMS
TRANSPORTABLE ATTENUATOR (TL-3)
CONNECTED SEQUENTIAL ARROW SIGN
RADAR SPEED DISPLAY SIGN (RSDS)
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION (5' MIN HEIGHT)
TEMPORARY SIGN LOCATION (1' MIN HEIGHT)
LEGEND:
TA
SECTION 7B
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
$
T
C
$
X X
ROAD
WORK
AHEAD
A
5
0
0'
L/
3
X
SHOULDER
WORK
RAMP
CLOSED
AHEAD
A
2.0 SEC 2.0 SEC
1 2
CLOSED
XXX
EXIT
mPCMS
XXX
EXIT
USE
PER STD. SPEC. 2-04.3(6)C.
PRIOR TO CLOSED EXIT-RAMP
FIELD LOCATE 1/2± MILE
WILL BE
CLOSED
10/25 - 10/20
5AM - 9:30PM
RAMP
RAMP
CLOSED
SR 169 EASTBOUND RIGHT LANE CLOSURE (2 OF 3)
NOT TO SCALE
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
$
T
C
$
PCMS
PC
M
S
W20-1
48"
48"
W21-5
48"
48"
W20-3 ALT
48"
48"
48"
60"
(UPDATE WEEKLY)
OF CLOSURE
IN ADVANCE
PLACE 3+ DAYS
R11-1501 (B/W)
48"
30"
R11-201 (B/W)
PRELIMINARY PLAN
MAPLE VLY HWY
MAPLE VLY HWY
FILE NAME
TIME
DATE
PLOTTED BY
DESIGNED BY
ENTERED BY
CHECKED BY
PROJ. ENGR.
REGIONAL ADM.
REVISION DATE BY
LOCATION NO.CONTRACT NO.
JOB NUMBER
NO.
REGION STATE FED. AID PROJ. NO.
WASH
PLAN REF NO
SafiYou
23-Jun-2026
3:24:01 PM
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10
SHEET
OF
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pw
:
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/
p
r
o
j
e
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
/
N
W
R
S
o
u
t
h
2
5
-
2
7
C
r
a
c
k
S
e
a
l
P
a
v
e
m
e
n
t
R
e
p
a
i
r
_
C
o
n
n
e
c
t
/
D
e
s
i
g
n
/
_
C
A
D
D
/
S
h
e
e
t
s
/
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C
_
1
6
9
/
S
E
C
7
B
/
X
L
7
0
3
0
_
T
C
_
1
6
9
_
7
B
.
d
g
n
c
:
\
u
s
e
r
s
\
s
a
f
i
y
o
u
\
p
w
_
w
s
d
o
t
\
d
0
9
9
0
3
2
4
\
X
L
7
0
3
0
_
T
C
_
1
6
9
_
7
B
.
d
g
n
W SDOT
STAMP BOX
DATE
STAMP BOX
DATE
CERTIFICATION SHEET
SEE
CERTIFICATION SHEET
SEE
TRAFFIC CONTROL PLAN
B. NIELSEN
PRESERVATION 25-27 CONTRACT
NWR SOUTH STRATEGIC PAVEMENT
J. MAGNUSSON
Y.SAFI
Y.SAFI
K. LEI
PCMS/mPCMS
TRANSPORTABLE ATTENUATOR (TL-3)
CONNECTED SEQUENTIAL ARROW SIGN
RADAR SPEED DISPLAY SIGN (RSDS)
TRAFFIC SAFETY DRUM
TEMPORARY SIGN LOCATION (5' MIN HEIGHT)
TEMPORARY SIGN LOCATION (1' MIN HEIGHT)
LEGEND:
TA
$TC$
$TC
$$
TAPER
L/2
WORK AREA
X X
ROAD
WORK
AHEAD
A
SR 169 EASTBOUND RIGHT LANE CLOSURE (3 OF 3)
NOT TO SCALE
ADDITIONAL RSDS MAY BE ADDED PRIOR TO EACH WORK CREW.
RELOCATE RSDS AS WORK AREA MOVES DOWNSTREAM. IF ENGINEER ACCEPTS,
LIMIT). EXISTING BLACK/WHITE "YOUR SPEED" PLAQUES MAY STILL BE USED.
5. ## MATCHS EXISTING SPEED LIMIT FOR PASSENGER VEHICLES (NOT TRUCK SPEED
4. BUFFER DISTANCE INCREASES AS WORK AREA MOVES DOWNSTREAM.
FOLLOWING HORIZONTAL CURVES.
3. IF FEASIBLE, AVOID PLACING LANE CLOSURE TAPERS WITHIN OR IMMEDIATELY
2. BARRIER-MOUNTED 24"x48" SIGNAGE MAY BE USED WHERE PAVED SHOULDERS < 6'.
1. miniPCMS PERMITTED ON 2-LANE FREEWAYS, ON 3+ LANE FREEWAYS USE PCMS.
NOTES:
CHANNELIZING DEVICE SPACING MAY BE 120' AT INGRESS/EGRESS.
CONSTRUCTION VEHICLES INGRESS/EGRESS INTO THE OPEN LANE(S).
11. ADD W21-30-SERIES SIGNS (5' HEIGHT) 500' ± PRIOR TO FREQUENT
10. PLAN IS APPLICABLE TO LANE CLOSURES OF 7 DAYS OR LESS.
9. SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE INDICATED.
8. IF USED, DOWNSTREAM TAPER DEVICE SPACING IS 20'.
45° ± AND 5' SPACING AT STRATEGIC LOCATIONS.
7. IF USED, PLACE DEVICES TRANSVERSELY ACROSS CLOSED LANES AT
TRANSPORTABLE ATTENUATORS MAY BE ADDED BEHIND EACH WORK CREW.
6. RED/WHITE OR BLACK/YELLOW CHEVRON PATTERN OK. ADDITIONAL
SECTION 7B
B
R
E
A
K
L
I
N
E
S
E
E
T
H
I
S
S
H
E
E
T
W/ TYPE C LIGHTS
W/ R11-2 SIGN
TYPE III BARRICADE
BLACK/WHITE
CLOSED
ROAD
60"x30"
A
LEFT LANE
CLOSED
AHEAD
MA
TCH LINE S
EE S
HEET $TC$
PCMS
W20-1
48"
48"
(R/B/W)
R3-2
24"
24"
(R/B/W)
R3-1
24"
24"
W20-5L
48"
48"