HomeMy WebLinkAboutMAP_Traffic_Control_Closures_SR900_220506_v1FILE 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
tibbeta
6/6/2022
3:40:15 PM
T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn
10
Plot 22
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114TAL
B R
SR 900
L/2L MIN.
48"
48"
W4-2L
XX
48"
48"
W1-4L
X
W20-1
ROAD
WORK
AHEAD
48"
48"
NOT TO SCALE1 OF 2
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)
LENGTH (feet)
30 35 40 45 50 55 60
200 250 305 360 425 495 570
20 25
155
65
645
SPEED (MPH)
115
LONGITUDINAL BUFFER SPACE = B
172'150'222'172'100'
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
45-55 MPH 60+ MPH 45-55 MPH 60+ MPH
100'
22,001+ lbs.
HOST VEHICLE WEIGHT
UP TO 40 MPH UP TO 40 MPH
MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM
SPEED (MPH)
L/2 (feet)
MINIMUM LANE SHIFT TAPER LENGTH = L/2
20 40 40 60 60
20 25 30 35 40
9090604020
40 60 80
8040
80
120
140
200
100
180
280
120 150
150 180
270 330
390 480
SHIFT
LANE
4'
6'
10'
12'
24'
36'
X
NE 10TH STMATCH LINE SEE SHEET TC20NOTES:
FOR DETOUR ROUTE SEE SHEET
WITHIN WORK AREA LIMITS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
4.
3.
2.
1.
DU7
A. TIBBETTS
A. TIBBETTS 41
TC19
SECTION 4
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE CLOSURE & LANE SHIFT
EB SR 900 MP 13.10 TO MP 13.15
22A816
LEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATION
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
tibbeta
6/6/2022
3:40:17 PM
T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn
10
Plot 23
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114
X
N
E 12
T
H S
T
L
48"
48"
W20-7A
48"
48"
TO STOP
PREPARED
BE
W20-7B
X
48"
30"
R11-201 (B/W)
CLOSED
ROAD
NOT TO SCALE2 OF 2
N
E 12T
H S
T
.TNOC RTC19MATCH LINE SEE SHEET X
X
L/2
X
48"
48"
W20-7A
48"
48"
TO STOP
PREPARED
BE
W20-7B
X
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
X
48"
48"
W20-7A
48"
48"
TO STOP
PREPARED
BE
W20-7B
X X
W20-1
ROAD
WORK
AHEAD
48"
48"
X
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
60"
30"
R11-4 (B/W)
ROAD CLOSED
THRU TRAFFIC
TO
DEVICE SPACING 1/2 DISTANCE
FOR OPPOSING TRAFFIC DEVICES
24"
30"
R4-7B (B/W)
KEEP
RIGHT
NE 11TH
PLKIRKLAND AVE NELYNNWOOD AVE NE
FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM
SPEED (MPH)
L/2 (feet)
MINIMUM LANE SHIFT TAPER LENGTH = L/2
20 40 40 60 60
20 25 30 35 40
9090604020
40 60 80
8040
80
120
140
200
100
180
280
120 150
150 180
270 330
390 480
SHIFT
LANE
4'
6'
10'
12'
24'
36'
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60
A. TIBBETTS
A. TIBBETTS 42
TC20
XX
48"
48"
W20-7A
48"
48"
TO STOP
PREPARED
BE
W20-7B
48"
48"
W4-2R
XX
W20-1
ROAD
WORK
AHEAD
48"
48"
X
30"
30"
R/B/W
R3-2
30"
30"
R/B/W
R3-1
L
SECTION 4
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
48"
48"
W4-2R
X
RIGHT LANE CLOSURE & LANE SHIFT
EB SR 900 MP 13.10 TO MP 13.15
22A816
NOTES:
FOR DETOUR ROUTE SEE SHEET
BUSINESS WITHIN WORK AREA LIMITS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH
FOR ADDITIONAL DETAILS.
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS
NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
PRESENT.
SIGNAL SHALL BE SET TO "RED FLASH MODE" WHEN UPO
DESIGNATED.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
6.
5.
4.
3.
2.
1.
DU7
LEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATION
EN EVA DNALKRIK
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
tibbeta
6/6/2022
3:40:18 PM
T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn
10
Plot 24
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)
LENGTH (feet)
30 35 40 45 50 55 60
200 250 305 360 425 495 570
20 25
155
65
645
SPEED (MPH)
115
LONGITUDINAL BUFFER SPACE = B
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM
SPEED (MPH)
L/2 (feet)
MINIMUM LANE SHIFT TAPER LENGTH = L/2
20 40 40 60 60
20 25 30 35 40
9090604020
40 60 80
8040
80
120
140
200
100
180
280
120 150
150 180
270 330
390 480
SHIFT
LANE
4'
6'
10'
12'
24'
36'
BL/2
SR 900
QUEEN AVE NEPI
ERCE AVE NEPI
ERCE AVE NENEWPORT AVE NEACCESS RDA. TIBBETTS
A. TIBBETTS 43
48"
48"
W1-4L
X
NOT TO SCALE1 OF 2
48"
48"
W4-2L
W20-1
ROAD
WORK
AHEAD
48"
48"
TC21TC22MATCH LINE SEE SHEET SECTION 4
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
L/2
RIGHT LANE CLOSURE & LANE SHIFT
EB SR 900 MP 13.67
22A816
30"
30"
R/B/W
R3-2
30"
30"
R/B/W
R3-2
30"
30"
R/B/W
R3-2
30"
30"
R/B/W
R3-2
30"
30"
R/B/W
R3-2
MATCH LINE SEE THIS SHEET MATCH LINE SEE THIS SHEETL
X
X
X
100' À
20'
NOTES:
TAPER WITHIN LIMITS OF HORIZONTAL CURVES.
IF FEASIBLE AVOID PLACING LANE CLOSURE TAPER AND LANE SHIFT
ACCESS WHENEVER FEASIBLE.
WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL MAINTAIN
DESIGNATED.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
4.
3.
2.
1.
48"
48"
W6-3
11' MIN.
LANE WIDTH
LEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATION
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
tibbeta
6/6/2022
3:40:20 PM
T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn
10
Plot 25
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114
NOT TO SCALETAECNATSID 2/1 GNICAPS ECIVED
SECIVED CIFFART GNISOPPO ROF
L
L/2
B CONT.
R 48"
48"
W20-7A
48"
48"
TO STOP
PREPARED
BE
W20-7B
X
X
SR 900
RE
D
MO
N
D PL
NE
W20-1
ROAD
WORK
AHEAD
48"
48"
X
48"
48"
W4-2R
X X
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
2 OF 2
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM
SPEED (MPH)
L/2 (feet)
MINIMUM LANE SHIFT TAPER LENGTH = L/2
20 40 40 60 60
20 25 30 35 40
9090604020
40 60 80
8040
80
120
140
200
100
180
280
120 150
150 180
270 330
390 480
SHIFT
LANE
4'
6'
10'
12'
24'
36'
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60
LENGTH (feet)
30 35 40 45 50 55 60
200 250 305 360 425 495 570
20 25
155
65
645
SPEED (MPH)
115
LONGITUDINAL BUFFER SPACE = B
172'150'222'172'100'
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
45-55 MPH 60+ MPH 45-55 MPH 60+ MPH
100'
22,001+ lbs.
HOST VEHICLE WEIGHT
UP TO 40 MPH UP TO 40 MPH
MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
T
C
2
1MATCH
LI
NE
S
E
E
S
HE
E
T
A. TIBBETTS
A. TIBBETTS 44
NOTES:
FOR ADDITIONAL DETAILS.
FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS
NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT
ACCESS WHENEVER FEASIBLE.
WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL MAINTAIN
DESIGNATED.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
4.
3.
2.
1.
TC22
L/2
SECTION 4
RIGHT LANE CLOSURE & LANE SHIFT
EB SR 900 MP 13.67
22A816
20'
100'
48"
48"
W6-3
LEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATION
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
tibbeta
6/6/2022
3:40:22 PM
T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn
10
Plot 33
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114
FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM
SPEED (MPH)
L/2 (feet)
MINIMUM LANE SHIFT TAPER LENGTH = L/2
20 40 40 60 60
20 25 30 35 40
9090604020
40 60 80
8040
80
120
140
200
100
180
280
120 150
150 180
270 330
390 480
SHIFT
LANE
4'
6'
10'
12'
24'
36'
NOT TO SCALE
172'150'222'172'100'
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
45-55 MPH 60+ MPH 45-55 MPH 60+ MPH
100'
22,001+ lbs.
HOST VEHICLE WEIGHT
UP TO 40 MPH UP TO 40 MPH
MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
LENGTH (feet)
30 35 40 45 50 55 60
200 250 305 360 425 495 570
20 25
155
65
645
SPEED (MPH)
115
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)
L
TC25X X
AB
A B
A
B
X
X
A
B
X
X
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
48"
48"
W4-2R
X
X X
W20-1
ROAD
WORK
AHEAD
48"
48"
X MATCH LINE A SEE SHEET TAFOR OPPOSING TRAFFIC DEVICES
DEVICE SPACING 1/2 DISTANCE
L/2
R B
A. TIBBETTS
A. TIBBETTS 45
TC23
1 OF 2
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
SECTION 4
W20-1
ROAD
WORK
AHEAD
48"
48"
X
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
X X
L/2 L
48"
48"
W4-2R
20'
200' À
48"
48"
TO STOP
PREPARED
BE
W20-7B
BA
48"
48"
W20-7A
X X
30"
30"
R/B/W
R3-2
RIGHT LANE CLOSURE & LANE SHIFT
WB SR 900 MP 13.11 TO MP 13.15
22A816
NOTES:
PRESENT.
SIGNAL SHALL BE SET TO "RED FLASH MODE" WHEN UPO
STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS.
NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING
BUSINESS WITHIN WORK AREA LIMITS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH
MAINTAIN ACCESS WHENEVER FEASIBLE.
WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL
DESIGNATED.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
6.
5.
4.
3.
2.
1.
LEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATION
N
E 12T
H STEN EVA DNALKRIKNE 12T
H S
T
SR 900
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
tibbeta
6/6/2022
3:40:23 PM
T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn
10
Plot 34
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114
1 OF 2 NOT TO SCALE
X X
AB
A
B
X
X
W20-1
ROAD
WORK
AHEAD
48"
48"
X MATCH LINE A SEE SHEET TC2548"
48"
LEFT LANE
CLOSED
AHEAD
W20-5LTAFOR OPPOSING TRAFFIC DEVICES
DEVICE SPACING 1/2 DISTANCE
L/2
R B
EN EVA DNALRIKDU8
PDU2
A. TIBBETTS
A. TIBBETTS 46
TC24
SECTION 4
30"
30"
R/B/W
R3-2
W20-1
ROAD
WORK
AHEAD
48"
48"
X
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
X
48"
48"
W4-2R
L/2
X
L
20'
200' À
48"
48"
TO STOP
PREPARED
BE
W20-7B
BA
48"
48"
W20-7A
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60
FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM
SPEED (MPH)
L/2 (feet)
MINIMUM LANE SHIFT TAPER LENGTH = L/2
20 40 40 60 60
20 25 30 35 40
9090604020
40 60 80
8040
80
120
140
200
100
180
280
120 150
150 180
270 330
390 480
SHIFT
LANE
4'
6'
10'
12'
24'
36'
172'150'222'172'100'
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
45-55 MPH 60+ MPH 45-55 MPH 60+ MPH
100'
22,001+ lbs.
HOST VEHICLE WEIGHT
UP TO 40 MPH UP TO 40 MPH
MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
LENGTH (feet)
30 35 40 45 50 55 60
200 250 305 360 425 495 570
20 25
155
65
645
SPEED (MPH)
115
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
48"
60"
R11-1501 (B/W)
WILL BE
CLOSED
12/14 - 12/10
ROAD
PRIOR TO CLOSURE
INSTALL 5 DAYS MIN.
UPDATED WEEKLY
DATES & TIME
UPCOMING CLOSURE
5:00AM - 9:00PM
X X
A B
RIGHT LANE CLOSURE & LANE SHIFT
WB SR 900 MP 13.15 TO MP 13.17
22A816
NOTES:
FOR PEDESTRIAN DETOUR ROUTE SEE SHEET
FOR DETOUR ROUTE SEE SHEET
PRESENT.
SIGNAL SHALL BE SET TO "RED FLASH MODE" WHEN UPO
STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS.
NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING
BUSINESS WITHIN WORK AREA LIMITS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH
MAINTAIN ACCESS WHENEVER FEASIBLE.
WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL
DESIGNATED.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
8.
7.
6.
5.
4.
3.
2.
1.
48"
30"
R11-2 (B/W)
CLOSED
ROAD
LEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATION
N
E 12T
H ST
NE 12T
H S
T
SR 900
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
tibbeta
6/6/2022
3:40:25 PM
T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn
10
Plot 32
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM
SPEED (MPH)
L/2 (feet)
MINIMUM LANE SHIFT TAPER LENGTH = L/2
20 40 40 60 60
20 25 30 35 40
9090604020
40 60 80
8040
80
120
140
200
100
180
280
120 150
150 180
270 330
390 480
SHIFT
LANE
4'
6'
10'
12'
24'
36'
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)
NOTES:
OR TURNED OFF DURING THE FLAGGING OPERATION.
IF A SIGNAL IS PRESENT IT SHALL BE SET TO "RED FLASH MODE"
STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS.
NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING
BUSINESS WITHIN WORK AREA LIMITS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH
MAINTAIN ACCESS WHENEVER FEASIBLE.
WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL
DESIGNATED.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
6.
5.
4.
3.
2.
1.TC24TC2320'100'
L/2 CONT.L MIN.
L
W20-1
ROAD
WORK
AHEAD
48"
48"XXX48"
48"
W1-4L
X
A. TIBBETTS
A. TIBBETTS 47
TC25
NOT TO SCALE2 OF 2
MP 13.17 TO MP 13.15
MP 13.15 TO MP 13.11
SECTION 4
48"
48"
W4-2L
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE CLOSURE & LANE SHIFT
WB SR 900 MP 13.11 TO MP 13.17
22A816MATCH LINE A SEE SHEETLEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATION
SR 900
MONROE AVE NE
MONROE AVE NE
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
tibbeta
6/6/2022
3:40:26 PM
T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn
10
Plot 30
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114
NOT TO SCALE1 OF 2
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)
L
MATCH LINE SEE SHEET TC2748"
48"
TO STOP
PREPARED
BE
W20-7B
BA
48"
48"
W20-7A
X X
AB
A B
A
B
X X
X
X
A
B
X
X
20'
100'
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
48"
48"
W4-2R
X
X X
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
X
FOR OPPOSING TRAFFIC DEVICES
DEVICE SPACING 1/2 DISTANCE
SR 900
N
E 12T
H ST
NE 12T
H ST
PDU1
A. TIBBETTS
A. TIBBETTS 48
TC26
SECTION 4
200' À
20'
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
48"
48"
W4-2R
X
L/2 L
FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM
SPEED (MPH)
L/2 (feet)
MINIMUM LANE SHIFT TAPER LENGTH = L/2
20 40 40 60 60
20 25 30 35 40
9090604020
40 60 80
8040
80
120
140
200
100
180
280
120 150
150 180
270 330
390 480
SHIFT
LANE
4'
6'
10'
12'
24'
36'
X X
RIGHT LANE CLOSURE & LANE SHIFT
WB SR 900 MP 13.17 TO MP 13.42
22A816
NOTES:
FOR PEDESTRIAN DETOUR ROUTE SEE SHEET
PRESENT.
SIGNAL SHALL BE SET TO "RED FLASH MODE" WHEN UPO
STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS.
NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING
BUSINESS WITHIN WORK AREA LIMITS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH
MAINTAIN ACCESS WHENEVER FEASIBLE.
WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL
DESIGNATED.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
7.
6.
5.
4.
3.
2.
1.
LEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATION
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
tibbeta
6/6/2022
3:40:28 PM
T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn
10
Plot 31
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)
2 OF 2 NOT TO SCALE
172'150'222'172'100'
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
45-55 MPH 60+ MPH 45-55 MPH 60+ MPH
100'
22,001+ lbs.
HOST VEHICLE WEIGHT
UP TO 40 MPH UP TO 40 MPH
MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
LENGTH (feet)
30 35 40 45 50 55 60
200 250 305 360 425 495 570
20 25
155
65
645
SPEED (MPH)
115
LONGITUDINAL BUFFER SPACE = B
TAMATCH LINE SEE THIS SHEETMAT
CH
LI
NE
S
E
E
T
HIS
S
HE
E
TMATCH LI
NE SEE SHEET TC26R
B
L/2 L MIN.L
L/2
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
48"
48"
W4-2L
48"
48"
W1-4L
X
X
X X
A. TIBBETTS
A. TIBBETTS 49
TC27
SECTION 4
SEE NOTE 6
NOTES:
PAVING OPERATIONS ARE WITHIN 100 FT OF LOCATION SHOWN IN PLANS.
FLAGGERS SHALL BE PRESENT AT FLAGGING STATIONS WHEN ACTIVE
STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS
NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING
BUSINESS WITHIN WORK AREA LIMITS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH
MAINTAIN ACCESS WHENEVER FEASIBLE.
WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL
DESIGNATED.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
6.
5.
4.
3.
2.
1.
SEE NOTE 6
SEE NOTE 6
SEE NOTE 6
SEE NOTE 6
SEE NOTE 6
SEE NOTE 6
RIGHT LANE CLOSURE & LANE SHIFT
WB SR 900 MP 13.17 TO MP 13.42
22A816
LEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATION
SR 900
MONROE AVE NEMONROE AVE NENEWPORT AVE NEACCESS RDAVE NEPI
ERCEPIERCE AVE NESR 900
QUEEN AVE NEAVE NEREDMOND
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
tibbeta
6/6/2022
3:40:30 PM
T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn
10
Plot 28
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114
NOT TO SCALE1 OF 2
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
W4-2R
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
X X X L
300'
20'
SR 900
SR 900
N
E 12T
H ST
MONROE AVE NE MONROE AVE NENEWPORT AVE NEACCESS RDPI
ERCE AVE NEPIERCE AVE NEQUEEN AVE NEN
E 12T
H ST
MATCH LINE SEE THIS SHEETMA
T
C
H
LIN
E S
E
E
T
HIS S
H
E
E
T MATCH LINE SEE SHEET TC29ECN
ATSI
D
2/1 GNICAPS ECIVED
SECIVED
CIFFART
GNISOPPO ROF
DEVICE SPACING 1/2 DISTANCE
FOR OPPOSING TRAFFIC DEVICES
48"
48"
TO STOP
PREPARED
BE
W20-7B
BA
48"
48"
W20-7A
A
B
A. TIBBETTS
A. TIBBETTS 50
TC28
SECTION 4
SEE NOTE 6
NOTES:
PAVING OPERATIONS ARE WITHIN 100 FT OF LOCATION SHOWN IN PLANS.
FLAGGERS SHALL BE PRESENT AT FLAGGING STATIONS WHEN ACTIVE
STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS.
NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING
BUSINESS WITHIN WORK AREA LIMITS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH
MAINTAIN ACCESS WHENEVER FEASIBLE.
WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL
DESIGNATED.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
6.
5.
4.
3.
2.
1.
SEE NOTE 6SEE NOTE 6SEE NOTE 6
SEE NOTE 6
SEE NOTE 6
SEE NOTE 6
RIGHT LANE CLOSURE & LANE SHIFT
WB SR 900 MP 13.34 TO MP 13.78
22A816
LEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATION NEREDMOND PL
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
tibbeta
6/6/2022
3:40:31 PM
T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn
10
Plot 29
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114
NOT TO SCALE2 OF 2
FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM
SPEED (MPH)
L/2 (feet)
MINIMUM LANE SHIFT TAPER LENGTH = L/2
20 40 40 60 60
20 25 30 35 40
9090604020
40 60 80
8040
80
120
140
200
100
180
280
120 150
150 180
270 330
390 480
SHIFT
LANE
4'
6'
10'
12'
24'
36'
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)
172'150'222'172'100'
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
45-55 MPH 60+ MPH 45-55 MPH 60+ MPH
100'
22,001+ lbs.
HOST VEHICLE WEIGHT
UP TO 40 MPH UP TO 40 MPH
MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
LENGTH (feet)
30 35 40 45 50 55 60
200 250 305 360 425 495 570
20 25
155
65
645
SPEED (MPH)
115
LONGITUDINAL BUFFER SPACE = B
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60 UNION AVE NEWHITMAN CT NESR 900
S
R
9
0
0
SR 900MATCH LINE SEE THIS SHEETMATCH LINE SEE THIS SHEETMATCH LI
NE SEE SHEET TC28TAL/2
R B
DEVICE SPACING 1/2 DISTANCE
FOR OPPOSING TRAFFIC DEVICES
DEVI
CE
S
PACI
NG
1/2 DI
STANCEFOR OPPOSI
NG TRAF
FI
C DEVI
CESL/2 CONT.L
MI
N.
L
48"
48"
W1-4L
48"
48"
W4-2LX
X
W20-1
ROAD
WORK
AHEAD
48"
48"
X
X
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
A. TIBBETTS
A. TIBBETTS 51
TC29
NOTES:
BUSINESS WITHIN WORK AREA LIMITS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH
MAINTAIN ACCESS WHENEVER FEASIBLE.
WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL
DESIGNATED.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
4.
3.
2.
1.
SECTION 4
RIGHT LANE CLOSURE & LANE SHIFT
WB SR 900 MP 13.34 TO MP 13.78
22A816
LEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATION
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
tibbeta
6/6/2022
3:40:33 PM
T:\412348\XL6555 NWR Emergency Pavement Repairs\CAD\ContractPlans\XL6555_PS_TC_King_ART.dgn
10
Plot 26
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114
NOT TO SCALE1 OF 2
FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM
SPEED (MPH)
L/2 (feet)
MINIMUM LANE SHIFT TAPER LENGTH = L/2
20 40 40 60 60
20 25 30 35 40
9090604020
40 60 80
8040
80
120
140
200
100
180
280
120 150
150 180
270 330
390 480
SHIFT
LANE
4'
6'
10'
12'
24'
36'
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)172'150'222'172'100'
9,900 TO 22,000 lbs.
HOST VEHICLE WEIGHT
45-55 MPH 60+ MPH 45-55 MPH 60+ MPH
100'
22,001+ lbs.
HOST VEHICLE WEIGHT
UP TO 40 MPH UP TO 40 MPH
MOBILE TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R
LENGTH (feet)
30 35 40 45 50 55 60
200 250 305 360 425 495 570
20 25
155
65
645
SPEED (MPH)
115
LONGITUDINAL BUFFER SPACE = B
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60
MATCH LINE SEE THIS SHEETMATCH LI
NE SEE THI
S SHEETL L MIN.L/2
TA100'
20'
B
R
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
W4-2L
48"
48"
W1-4L
X X X
X
W20-1
ROAD
WORK
AHEAD
48"
48"
X X
48"
48"
W20-7A
A B
48"
48"
TO STOP
PREPARED
BE
W20-7B
A
B
XXA
B
X X
A BXXA
B
TC
31TC
31M
A
TCH LIN
E A SEE SH
EET
MATC
H
LIN
E B SEE SH
EE
T L/2FOR OPPOSING TRAFFIC DEVICES
DEVICES SPACING 1/2 DISTANCE
FOR OPPOSING TRAFFIC DEVICES
DEVICE SPACING 1/2 DISTANCE
FOR OPPOSING TRAFFIC DEVICES
DEVICE SPACING 1/2 DISTANCE
SR 900
SR 900DUVALL AVE NEDUVALL AVE NESR 900
ELMA PL NEFIELD AVE NEEN EVA SETROCANAA. TIBBETTS
A. TIBBETTS 52
TC30
SECTION 4
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE CLOSURE & LANE SHIFT
EB SR 900 MP 14.31 TO MP 14.40
22A816
NOTES:
BUSINESS WITHIN WORK AREA LIMITS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH
STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS.
NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING
PRESENT.
SIGNAL SHALL BE SET TO "RED FLASH MODE" WHEN UPO
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED.
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
5.
4.
3.
2.
1.
LEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATIONCT NEWHITEMAN
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
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10
Plot 27
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
TRAFFIC CONTROL PLAN 114
NOT TO SCALE2 OF 2
FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM
SPEED (MPH)
L/2 (feet)
MINIMUM LANE SHIFT TAPER LENGTH = L/2
20 40 40 60 60
20 25 30 35 40
9090604020
40 60 80
8040
80
120
140
200
100
180
280
120 150
150 180
270 330
390 480
SHIFT
LANE
4'
6'
10'
12'
24'
36'
SPEED (MPH)
L (feet)
MINIMUM LANE CLOSURE TAPER LENGTH = L
20
80
25 30 35 40
140 180 270 330
WIDTH
LANE
12'
URBAN STREETS
RESIDENTAL & BUSINESS DISTRICTS
RURAL ROADS & URBAN ARTERIALS
350' +/-RURAL ROADS & URBAN ARTERIALS 35-40 MPH
25-30 MPH
SIGN SPACING = X (1)
25 MPH OR LESS
INTERCHANGE RAMPS, AT-GRADE INTERSECTIONS AND DRIVEWAYS.
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE
ROADWAY CONDITIONS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT
200' +/- (2)
100' +/- (2)
35-40 30
20 40
TANGENTMPHTAPER
DEVICE SPACING (feet)
MAXIMUM CHANNELIZATION
20-30
60
TC30TC30MATCH LI
NE B SEE SHEET
L/2 CONT.
L
L MIN.
L
100'
20'
48"
48"
W1-4L
X
W20-1
ROAD
WORK
AHEAD
48"
48"
48"
48"
W4-2L
X X
X
W20-1
ROAD
WORK
AHEAD
48"
48"
XX
48"
48"
W4-2R
X
SR 900
SR 900 NE 17TH PLNE 18TH PLNE 12TH STNOTES:
BUSINESS WITHIN WORK AREA LIMITS.
MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH
MAINTAIN ACCESS WHENEVER FEASIBLE.
WHEN WORK ZONE IMPACTS DRIVEWAY, CONTRACTOR SHALL
DESIGNATED.
ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE
SEE SPECIAL PROVISIONS FOR CLOSURE HOUR RESTRICTIONS.
4.
3.
2.
1.
A. TIBBETTS
A. TIBBETTS 53
TC31
SECTION 4
48"
48"
LEFT LANE
CLOSED
AHEAD
W20-5L
48"
48"
RIGHT LANE
CLOSED
AHEAD
W20-5R
RIGHT LANE CLOSURE & LANE SHIFT
EB SR 900 MP 14.31 TO MP 14.40
22A816MATCH LI
NE A SEE SHEETLEGEND
(SEE SPECIAL PROVISIONS)
TRAFFIC SAFETY DRUM
CHANNELIZING DEVICE
MESSAGE SIGN
PORTABLE CHANGEABLE
TRANSPORTABLE ATTENUATOR
WORK AREA
UNIFORMED POLICE OFFICERTAPCMS
TYPE 3 BARRICADE
TEMPORARY SIGN LOCATION
(5' MOUNTING HEIGHT)
TEMPORARY SIGN LOCATION
PILOT VEHICLE
SEQUENTIAL ARROW SIGN
FLAGGING STATIONNE 17TH ST
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
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10
Plot 10
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
DETOUR PLAN 114
NOT TO SCALE
24"
18"4D
4D
END
DETOUR
BLACK/ORANGE
M4-8(MOD)
A. TIBBETTS
A. TIBBETTS 102
DU7
SECTION 4
900
900NE 11TH PL
LYNNWOOD AVE NEMONROE AVE NENE 12TH STKIRKLAND AVE NEMONROE AVE NEM4-9L
48"
36"
DETOUR
M4-9R
48"
36"
DETOUR NE SUNSET BLVDKIRKLAND AVE NE ROAD CLOSURE
22A816
TC19 TC20,
NOTES:
FOR TRAFFIC CONTROL SEE SHEETS
TRAFFIC CONTROL DEVICES.
SEE TRAFFIC CONTROL PLAN FOR ADDITIONAL
2.
1.
ROAD CLOSED
?SIGN NOTE
MESSAGE SIGN
PORTABLE CHANGEABLE
LEGEND
PCMS
DETOUR ROUTE
CONSTRUCTION SIGN CLASS A
TEMPORARY SIGN LOCATION
TYPE 3 BARRICADE
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
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10
Plot 11
24"
18"4D
4D
END
DETOUR
BLACK/ORANGE
M4-8(MOD)
A. TIBBETTS
A. TIBBETTS
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
DETOUR PLAN
103
114
DU8
NOT TO SCALE
SECTION 4
48"
48"
ROAD
CLOSED
AHEAD
W20-3 48"
48"
ROAD
CLOSED
AHEAD
W20-3KIRKLAND AVE NE900
900M4-9R
48"
36"
DETOUR
M4-9L
48"
36"
DETOUR
M4-9L
48"
36"
DETOUR
M4-9R
48"
36"
DETOURNE SUNSET BLVDNE 12TH ST
MONROE AVE NELYNNWOOD AVE NEMONROE AVE NENE 11TH PL
NE 12TH ST ROAD CLOSURE
22A816
TC24 TC25,
NOTES:
FOR TRAFFIC CONTROL SEE SHEETS
TRAFFIC CONTROL DEVICES.
SEE TRAFFIC CONTROL PLAN FOR ADDITIONAL
2.
1.
ROAD CLOSED
?SIGN NOTE
MESSAGE SIGN
PORTABLE CHANGEABLE
LEGEND
PCMS
DETOUR ROUTE
CONSTRUCTION SIGN CLASS A
TEMPORARY SIGN LOCATION
TYPE 3 BARRICADE
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
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10
Plot 1
NOT TO SCALE
CLOSED
24"
12"SIDEWALK
R9-9 (B/W)
PAINTED SAFETY ORANGE
CANE-DETECTABLE PANEL
GROUND
EXISTING
TYPE 3 BARRICADE2" MAX.6" MIN.WB SR 900 MP 13.17 TO MP 13.42
24"
12"
R9-9 (B/W)
SIDEWALK
CLOSED
24"
12"
R9-11L (B/W)
CROSS HERE
AHEAD
SIDEWALK CLOSED
A. TIBBETTS
A. ATIBBETTS
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
113
PDU1
114SR 900NE 12TH ST
SECTION 4
M4-9BR
24"
18"DETOUR
M4-9BR
24"
18"DETOUR
M4-9BR
24"
18"DETOUR
M4-9BL
24"
18"DETOUR
M4-9BL
24"
18"DETOUR
22A816
TC26 TC27,3.
2.
1.
FOR TRAFFIC CONTROL SEE SHEETS
SEE STANDARD SPECIFICATION 1-10.2(1)B.
ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED.
A 60" (IN) PATH WIDTH SHOULD BE MAINTAINED.
NOTES:
PEDESTRIAN DETOUR PLAN
LEGEND
DETOUR ROUTE
TEMPORARY SIGN LOCATION
TYPE 3 BARRICADE
WORK AREA
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
tibbeta
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10
Plot 2
NOT TO SCALE
WB SR 900 MP 13.15 TO MP 13.17
CLOSED
24"
12"SIDEWALK
R9-9 (B/W)
PAINTED SAFETY ORANGE
CANE-DETECTABLE PANEL
GROUND
EXISTING
TYPE 3 BARRICADE2" MAX.6" MIN.24"
12"
R9-9 (B/W)
SIDEWALK
CLOSED
A. TIBBETTS
A. ATIBBETTS
R. PASHA
C. ANDERSON
M. COTTEN
NWR
EMERGENCY
PAVEMENT REPAIR
114
114
PDU2SR 900NE 12TH ST
24"
12"
R9-11R (B/W)
CROSS HERE
AHEAD
SIDEWALK CLOSED
SECTION 4
M4-9BL
24"
18"DETOUR
M4-9BR
24"
18"DETOUR
M4-9BR
24"
18"DETOUR
M4-9BL
24"
18"DETOUR
M4-9BL
24"
18"DETOUR
22A816
TC24 TC25,3.
2.
1.
FOR TRAFFIC CONTROL SEE SHEETS
SEE STANDARD SPECIFICATION 1-10.2(1)B.
ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED.
A 60" (IN) PATH WIDTH SHOULD BE MAINTAINED.
NOTES:
PEDESTRIAN DETOUR PLAN
LEGEND
DETOUR ROUTE
TEMPORARY SIGN LOCATION
TYPE 3 BARRICADE
WORK AREA