JB0001791771 - YE08 - CUTOVER TCPA
P
89TH AVE SE
89TH AVE SE
14937
14949
14925
1487114859
14847
1491814912
14846 14948
14913
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
1
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 1
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X X X
RO
A
D
WO
R
K
AH
E
A
D
SH
O
U
L
D
E
R
WO
R
K
RI
G
H
T
SH
O
U
L
D
E
R
CL
O
S
E
D
LI
M
I
T
SP
E
E
D
R2
-
1
25
X
RO
A
D
WO
R
K
AH
E
A
D
LI
M
I
T
SP
E
E
D
R2
-
1
25
SP
O
T
T
E
R
SP
O
T
T
E
R
TO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
TO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
TO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
TO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
A
P
PRAIRIE VISTA LOOP
14933
14931
14929
14927
14925
14923
14921
14919
1492014930
1493214934
PR
A
I
R
I
E
V
I
S
T
A
L
O
O
P
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
2
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 2
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
TOW
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
TO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
TOW
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
TO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
X
X
X
ROAD
WORK
AHEAD
SHOULDER
WORK
RIGHT
SHOULDER
CLOSED
LIMIT
SPEED
R2-1
25
LI
M
I
T
SP
E
E
D
R2
-
1
25
X
RO
A
D
WO
R
K
AH
E
A
D
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
SP
O
T
T
E
R
PO
L
E
A
14937
14949
MO
U
N
T
A
I
N
V
I
E
W
R
D
S
E
14928
14916
14910
1490414903
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
3
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 3
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X
X
X
ROAD
WORK
AHEAD
SHOULDER
WORK
RIGHT
SHOULDER
CLOSED
LIMIT
SPEED R2-1
25
LIMIT
SPEEDR2-1
25
X
ROAD
WORK
AHEAD
M
O
U
N
T
A
I
N
V
I
E
W
C
T
S
E
AP
MO
U
N
T
A
I
N
V
I
E
W
R
D
S
E
149691496314957
14951
14928
14916
MOUNTAIN VIEW CT SE
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
4
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 4
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X
X
X
ROA
D
WOR
K
AHE
A
D
SHO
U
L
D
E
R
WOR
K
RIGH
T
SHO
U
L
D
E
R
CLO
S
E
D
LIM
I
T SPE
E
D
R2-1
25
SP
O
T
T
E
R
MO
U
N
T
A
I
N
V
I
E
W
R
D
S
E
LIMIT
SPEED R2-1
25
X
ROAD
WORK
AHEAD
LIMIT
SPEEDR2-1
25
X
ROAD
WORK
AHEAD
SP
O
T
T
E
R
TO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
TOW
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
TO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
A
P
PR
A
I
R
I
E
V
I
S
T
A
L
O
O
P
AN
D
E
S
C
T
S
E
14730
14736
14802
14806
14808
14812
14822
14809
9018
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
5
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 5
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X
X
X
RO
A
D
WO
R
K
AH
E
A
D
SH
O
U
L
D
E
R
WO
R
K
RIG
H
T
SH
O
U
L
D
E
R
CLO
S
E
D
LIM
I
T
SP
E
E
D
R2
-
1
25
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
TOW
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
SP
O
T
T
E
R
TOW
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
TOW
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
TO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
LI
M
I
T
SP
E
E
D
R2
-
1
25
X
RO
A
D
WO
R
K
AH
E
A
D
SP
O
T
T
E
R
A P
91ST AVE SE
91ST
A
V
E
S
E
14825
14831
14837
14849
14855 14861 14903 14909
14915
14927
14921
14920
14914
14838
14832
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
6
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 6
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
TO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
X
RO
A
D
WO
R
K
AH
E
A
D
LI
M
I
T
SP
E
E
D
R2
-
1
25
X
RO
A
D
WO
R
K
AH
E
A
D
SH
O
U
L
D
E
R
WO
R
K
LI
M
I
T
SP
E
E
D
R2
-
1
25
X X
RI
G
H
T
SH
O
U
L
D
E
R
CL
O
S
E
D
SP
O
T
T
E
R
TO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
TO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
PO
L
E
A
MO
U
N
T
A
I
N
V
I
E
W
R
D
S
E
9244
9238
9107
9131
MO
U
N
T
A
I
N
V
I
E
W
R
D
S
E
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
7
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 7
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X
X
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEEDR2-1
25
FLAGGER
X
X
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEED R2-1
25
FLAGGER
SPOTTER
PO
L
E
A
KI
L
L
I
O
N
R
D
S
E
9121
15248
15242
15238 CHAD DR SE
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
8
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 8
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X
X
ROAD
WORK
AHEAD
CENTERLANE
CLOSEDAHEAD
LIMIT
SPEED R2-1
35
X
ROAD
WORK
AHEAD
RIGHT
LANE
CLOSED
AHEADLIMIT
SPEEDR2-1
35
X
X
BIKES
MERGE
WITH
TRAFFIC
KEEP
RIGHT
SPOTTER
SPOTTER
POLE
A
YEL
M
H
W
Y
S
E
YEL
M
H
W
Y
S
E
BURNETT RD SE
14
7
1
1
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
9
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 9
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X
RO
A
D
WO
R
K
AH
E
A
D
ON
E
LA
N
E
RO
A
D
AH
E
A
D
LI
M
I
T
SP
E
E
D
R2
-
1
25
X X FL
A
G
G
E
R
XXX RO
A
D
WO
R
K
AH
E
A
D
ON
E
LA
N
E
RO
A
D
AH
E
A
D
LI
M
I
T
SP
E
E
D
R2
-
1
25
FL
A
G
G
E
R
SP
O
T
T
E
R
POLE
A
Y
E
L
M
H
W
Y
S
E
Y
E
L
M
H
W
Y
S
E
93RD AVE SE
1507
109
1506
1512
Y
E
L
M
H
W
Y
S
E
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
1
0
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 10
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X X X
RO
A
D
WO
R
K
AH
E
A
D
ON
E
LA
N
E
RO
A
D
AH
E
A
D
LI
M
I
T
SP
E
E
D
R2
-
1
25
FL
A
G
G
E
R
X
X
X
ROA
D
WOR
K
AHE
A
D
ONE
LAN
E
ROA
D
AHE
A
D
LIM
I
TSPE
E
D
R2-
1
35FLA
G
G
E
R
SP
O
T
T
E
R
X
ROA
D
WOR
K
AHE
A
D
ONE
LAN
E
ROA
D
AHE
A
D
LIM
I
T SPE
E
D
R2-1
35
X
X
FLA
G
G
E
R
P
O
L
E
Y
E
L
M
H
W
Y
S
E
1410
1500
1411
1404
Y
E
L
M
H
W
Y
S
E
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
1
1
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 11
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X
X
ROA
D
WOR
K
AHE
A
D
CEN
T
E
R
LAN
E
CLO
S
E
D
AHE
A
D
LIM
I
T SPE
E
D
R2-
1
35
X ROA
D
WOR
K
AHE
A
D
RIG
H
T
LAN
E
CLO
S
E
D
AHE
A
D
LIM
I
TSPE
E
D
R2-
1
35
X
X
SP
O
T
T
E
R
SP
O
T
T
E
R
KEE
P
RIG
H
T
PO
L
E
A
MO
U
N
T
A
I
N
V
I
E
W
R
D
S
E
MO
U
N
T
A
I
N
V
I
E
W
R
D
S
E
SPRAGUE ST NW
1309
9321
15041
15037
15033
15029
15025
IVERSON LP SE
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
1
2
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 12
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X
X
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEED R2-1
25
FLAGGER
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEEDR2-1
25
X
X
FLAGGER
X X X
RO
A
D
WO
R
K
AH
E
A
D
ON
E
LA
N
E
RO
A
D
AH
E
A
D
LI
M
I
T
SP
E
E
D
R2
-
1
25
FL
A
G
G
E
R
SPOTTER
SPOTTER
PO
L
E
A
MO
U
N
T
A
I
N
V
I
E
W
R
D
S
E
MO
U
N
T
A
I
N
V
I
E
W
R
D
S
E
115
205
205
205
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
1
3
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 13
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEED R2-1
25
X
X
FLAGGER
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEEDR2-1
25
X
X
FLAGGER
SPOTTER
P
O
L
E
Y
E
L
M
H
W
Y
S
E
Y
E
L
M
H
W
Y
S
E
937
907
9548
117
KIL
L
I
O
N
R
D
S
E
R
DIGALERT
YE
0
8
14
9
1
3
8
9
T
H
A
V
E
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
7
9
1
7
7
1
REVISIONS
DATE DESCRIPTION INITIAL
COMCAST
SHEET OF
DATE:
EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT,
THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE
PROPERTY OF SEFNCO COMMUNICATION, INC. BOTH BEING
ISSUED IN STRICT CONFIDENCE AND SHALL NOT BE
REPRODUCED, COPIED, OR USED FOR ANY PURPOSE
WITHOUT SPECIFIC WRITTEN PERMISSION.
SI
T
E
N
A
M
E
:
SCALE
LO
C
A
T
I
O
N
A
D
D
R
E
S
S
:
CO
M
C
A
S
T
J
O
B
N
U
M
B
E
R
:
STAMP
DRAWN BY:BBS
06/28/2024
REVISIONS
DATE DESCRIPTION INITIAL
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
1
4
14
ADVANCED WARNING SIGN SPACING
ROAD TYPE SPEED
DISTANCE BETWEEN ADVANCED
WARNING SIGNS
X X X X
FREEWAYS & EXPRESSWAYS 55/75 MPH 1500 ±1500 ±1500 ±1500 ±
RURAL HIGHWAYS 60/65 MPH 800 ±800 ±800 ±800 ±
RURAL ROADS 45/55 MPH 500 ±500 ±500 ±500 ±
RURAL ROADS & URBAN
ARTERIAL 35/40 MPH 350 ±350 ±350 ±N/A
RURAL ROADS, RESIDENTIAL &
BUSINESS DISTRICTS 25/30 MPH 200 ± (2)200 ± (2)200 ± (2)N/A
URBAN STREETS 25 MPH OR
LESS 100 ± (2)100 ± (2)100 ± (2)N/A
(1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,
AT-GRADE INTERSECTIONS, AND DRIVEWAYS.
(2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.
LONGITUDINAL BUFFER SPACE =LBS
SPEED (MPH)20 25 30 35 40 45 50 55 60 65 70
DISTANCE (FT)115 155 200 250 305 360 425 495 570 645 730
TAPER LENGTH IN FEET=L (FEET)
LANE
WIDTH
(FEET)
POSTED SPEED LIMIT (MPH)
25 30 35 40 45 50 55 60 65 70
10 105 150 205 270 450 500 550 ---
11 115 160 225 295 495 550 605 660 --
12 125 180 245 320 540 600 660 720 780 840 14
WARNING SIGN
REGULATORY SIGN
TRAFFIC CONE
FLAGGER STATION
PATROL CAR
POLICE
OFFICER
POLICE OFFICER
WORK VEHICLE
LIT INTERSECTION
UNLIT INTERSECTION
SPOTTER STATION
KEEP
RIGHT
TCP DEVICE LEGEND
FAS
FLASHING ARROW
FLASHING DOUBLE ARROW
(MERGE LEFT OR RIGHT)
FLASHING CAUTION
FAS
FAS
FAS
TRAFFIC CONTROL PLAN GENERAL NOTES
1.AN ARROWBOARD SHALL MEET THE MINIMUM SIZE,
LEGIBILITY DISTANCE, NUMBER OF ELEMENTS AND
OTHER SPECIFICATIONS SHOWN.
2.LENGTH OF ARROW EQUALS 48", WIDTH OF
ARROWHEAD EQUALS 24".
3.TYPE A, B AND C ARROW BOARDS SHALL HAVE
SOLID RECTANGULAR APPEARANCES. A TYPE D
ARROW BOARD SHALL CONFORM TO THE SHAPE OF
THE ARROW.
4.MAINTAIN DRIVEWAY ACCESS AT ALL TIMES
5.SIDEWALK ARE EITHER OPEN OR NOT OPEN. A
SIDEWALK IS CLOSED IF A MINIMUM 5' PATH CANNOT
BE MAINTAINED MEASURED FROM PROPERTY LINE,
OR 5.5' IF CREATED FROM FACE OF CURB.
(PEDESTRIAN PATH PROVIDED WHERE REQUIRED)
AND WILL BE MONITORED BY A SPOTTER TO
ENSURE FLOW AND SAFETY DURING WORK UNLESS
OTHERWISE NOTED. A SPOTTER SHALL NOT DIRECT
TRAFFIC.
6.NO EXCEPTION TAKEN- CONTRACTOR IS
RESPONSIBLE FOR ADA COMPLIANCE.
7.ALL CONTROL SET-UP, SIGN SPACING AND
PROCEDURES. WILL CONFORM TO SPECIFICATIONS
STATED IN THE FEDERAL MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (M.U.T.C.D).
8.CITIES AND VARIOUS MUNICIPALITIES MAY HAVE
ALSO ADOPTED SPECIALIZED GUIDELINES FOR
TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT
IS THE RESPONSIBILITY OF THE ON-SITE TRAFFIC
CONTROL PERSONAL TO SEE IF AND ANY SPECIAL
CONDITIONS EXIST.
9.FLAGGERS SHALL BE USED IN ACCORDANCE WITH
WAC 468-95-302.
10.IF ONLY ONE LANE IS OPEN IN A DIRECTION,THAT
LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS
SPOTTER/FLAGGERS ARE USED, IN WHICH CASE
THE LANE CAN BE A MINIMUM OF 10'.
11.ALL ROW WORK MUST YIELD TO SCHOOL TRANSIT,
EMPLOYEES AND CHILDREN. WHILE PASSENGER
LOADING/UNLOADING, STOPPED OR SLOWING:
CEASE WORK, YIELD. WHEN SCHOOL TRANSIT,
AND/OR PEDESTRIANS, DEPART COMMENCE WORK.
N
X
X
ROA
D
WOR
K
AHE
A
D
CEN
T
E
R
LAN
E
CLO
S
E
D
AHE
A
D
LIM
I
T SPE
E
D
R2-
1
35
SP
O
T
T
E
R
X
X
X
ROA
D
WOR
K
AHE
A
D
RIG
H
T
LAN
E
CLO
S
E
D
AHE
A
D
LIM
I
T
SPE
E
D
R2-
1
35
BIK
E
S
MER
G
E
WIT
H
TRA
F
F
I
C
KEE
P
RIG
H
T
SP
O
T
T
E
R