JB0001610773 - WATMD00R00 - YELM - CONSTRUCTION TCP (2)SWSW
SW
SW
SW
SW
SWSWSWSWSWSWSWSW
FOC
FOC
FOC FOC FOC
FOC FOC
FL FL FL FL FL FL FL
SW SW SW SW
SW SW SW
SW SW SW SW SW SW SW
FOC FOC FOC
FOC FOC
FOC
FOCFOC
FOC
FO
C
FO
C
F
O
C
FO
C
FOC
SW SW
SW
SW
SW
SW
SW
SW
SW
SW SW
SW
SW
SW
SW
SW
SW
VANCIL RD SE
VAN
C
I
L
R
D
S
E
10619
1101
P P
193'
172'
F
O
C
FO
C
1001
FL
FL E Y
E
L
M
A
V
E
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/W
R/W R/W R/W R/W R/W R/W R/W R/W
R/W
R/W
R/W
R/W
R/W
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
1
7
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
R
DIGALERT
WA
T
M
D
0
0
R
0
0
-
Y
E
L
M
10
6
1
9
V
A
N
C
I
L
R
D
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
6
1
0
7
7
3
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:SK
08/14/2024
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
R
O
A
D
W
O
R
K
A
H
E
A
D
O
N
E
L
A
N
E
R
O
A
D
A
H
E
A
D
L
I
M
I
T
S
P
E
E
D
R
2
-
1
2
5
F
L
A
G
G
E
R
SP
O
T
T
E
R
SP
O
T
T
E
R
SWSWSWSWSWSWSWSW
S
W
FOC FOC FOC
FOC
FL FL FL FL FL FL FL
FOC
SW SW SW SW SW SW SW
SW SW SW SW SW
SW SW
EOP
SWSW
SWSW
F
O
C
FOC FOC FOC
FOC
SW
SW
FOC FOC FOC FOC
FOC
SW
S
W
SW SW SW SW SW SW
SW
VANCIL RD SE
VANCIL RD SE
1101
16240
16226
16225
16239
10704
16242
P
P
193'
172'
94'83'
287'
PR
A
I
R
I
E
H
E
I
G
H
T
S
S
T
S
E
PR
A
I
R
I
E
H
E
I
G
H
T
S
S
T
S
E
P
P
R/WR/WR/WR/WR/WR/WR/W
R/W
R/WR/WR/WR/W
R/
W
R/
W
R/
W
R/W R/W R/W R/W R/W R/W
R/W
R
/
W
R/
W
R/W R/W R/W R/W
R/
W
R/
W
R/
W
R/
W
R
DIGALERT
WA
T
M
D
0
0
R
0
0
-
Y
E
L
M
10
6
1
9
V
A
N
C
I
L
R
D
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
6
1
0
7
7
3
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:SK
08/14/2024
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
2
7
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
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
SP
O
T
T
E
R
SP
O
T
T
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
X
X
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEEDR2-1
25
FLAGGER
SWSWSWSWSWSWSWSW
S
W
FOC FOC FOC
FOC
FL FL FL FL FL FL FL
FOC
SW SW SW SW SW SW SW
SW SW SW SW SW
SW SW
EOP
SWSW
SWSW
F
O
C
FOC FOC FOC
FOC
SW
SW
FOC FOC FOC FOC
FOC
SW
S
W
SW SW SW SW SW SW
SW
VANCIL RD SE
VANCIL RD SE
1101
16240
16226
16225
16239
10704
16242
P
P
193'
172'
94'83'
287'
PR
A
I
R
I
E
H
E
I
G
H
T
S
S
T
S
E
PR
A
I
R
I
E
H
E
I
G
H
T
S
S
T
S
E
P
P
R/WR/WR/WR/WR/WR/WR/W
R/W
R/WR/WR/WR/W
R/
W
R/
W
R/
W
R/W R/W R/W R/W R/W R/W
R/W
R
/
W
R/
W
R/W R/W R/W R/W
R/
W
R/
W
R/
W
R/
W
R
DIGALERT
WA
T
M
D
0
0
R
0
0
-
Y
E
L
M
10
6
1
9
V
A
N
C
I
L
R
D
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
6
1
0
7
7
3
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:SK
08/14/2024
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
3
7
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
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
SP
O
T
T
E
R
X
X
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEEDR2-1
25
FLAGGER
XXX
RO
A
D
WO
R
K
AH
E
A
D
ON
E
LA
N
E
RO
A
D
AH
E
A
D
LI
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I
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SP
E
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D
R2
-
1
25
FL
A
G
G
E
R
SWSWSW
S
W
FOC FOC
FL FL FL
FOC
SW SW SW
SW SW SW
EOP
FOC
SWSW
SWSW
SWSW
SWSW
F
O
C
FOC
SW
SW
FOC FOC
FOC
FO
C
F
O
C
FOC FOC FOC FOC
FOC
SW SW SW
SW
SW
SW
SW
S
W
SW SW SW SW SW SW
SW
VANCIL RD SE
16240
16226
16225
16239
10704
16242
16241
16229
10730
P
172'
94'83'
287'
PR
A
I
R
I
E
H
E
I
G
H
T
S
S
T
S
E
CU
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P
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R/WR/WR/W
R/W
R/WR/WR/WR/WR/WR/WR/WR/W
R/
W
R/
W
R/
W
R/
W
R/W R/W
R/W R/W
R/
W
R/W
R
/
W
R/
W
R/W
R/
W
R/
W
R/W R/W R/W R/W
R/
W
R/
W
R/
W
R/
W
R
DIGALERT
WA
T
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0
0
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0
0
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10
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1
9
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A
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0
0
0
1
6
1
0
7
7
3
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:SK
08/14/2024
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
4
7
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
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
SP
O
T
T
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
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
SPEEDR2-1
25
FLAGGE
R
VANCIL RD SE
VANCIL RD SE
FOC
FOC
FOC
FO
C
SWSW
SWSW
FO
C
FOC
FOCFOC
SW
SW
SW
SWSWSW
SWSW
SW
SW
SW
SW
SW
FOC FOC
F
O
C
SW SW SW
SW
SW
SW
SW
FO
C
F
O
C
FOC FOC FOC FOC
FOC
FO
C
F
O
C
FOC FOC
SW
SW
S
W
SW SW SW SW SW SW
SW
SW
SW
SW
SW
SW SW SW
VANCIL RD SE
VANCIL RD SE
16242
16241
16229
10730
287'
193'
193'
VANCIL RD SE
10
7
T
H
C
T
S
E
VA
N
C
I
L
L
O
O
P
S
E
CU
R
R
Y
C
T
S
E
CU
R
R
Y
C
T
S
E
P
P
R/WR/WR/WR/WR/WR/WR/WR/W
R/
W
R/
W
R/W
R/W
R/W
R/WR/W
R/W R/W
R/
W
R/
W
R/W
R/W
R/W
R/W
R
/
W
R/W R/W R/W R/W
R/
W
R/W
R
/
W
R/
W
R/
W
R/W R/W
16233
16239
16231
R
DIGALERT
WA
T
M
D
0
0
R
0
0
-
Y
E
L
M
10
6
1
9
V
A
N
C
I
L
R
D
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
6
1
0
7
7
3
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:SK
08/14/2024
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
5
7
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
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
SP
O
T
T
E
R
X
X
X
ROAD
WORK
AHEA
D
ONE
LANE
ROAD
AHEA
DLIMIT
SPEED
R2-1
25
FLAG
G
E
R
X
X
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEEDR2-1
25
FLAGGE
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
X
X
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEED R2-1
25
FLAGGER
VA
N
C
I
L
L
O
O
P
S
E
CU
R
R
Y
C
T
S
E
FO
C
F
O
C
FOC FOC
F
O
C
F
O
C
FO
C
F
O
C
FO
C
FO
C
FO
C
S
W
S
W
S
W
SW
S
W
SW
SW
SW
SW
SW
SW
S
W
SW SW SW SWSWSWSWSW
FO
C
FO
C
FO
C
FOC
FOC FOC
SW
SW
SW
SW
SW SW SW SW SW SW
SW SW SW SW SW SW
F
O
C
F
O
C
FOC
FO
C
FO
C
FO
C
S
W
S
W
S
W
SW
SW
SW
SW
SW
VA
N
C
I
L
R
D
S
E
19
3
'
19
3
'
VA
N
C
I
L
R
D
S
E
107TH CT SE
V
A
N
C
I
L
L
O
O
P
S
E
P
P
R/
W
R/
W
R/
W
R/W R/W R/W R/W R/W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/W R/W R/W R/W R/W R/W
R/
W
R/
W
R/
W
R/
W
R/
W
R/W
R/
W
R/
W
16234
16232
R
DIGALERT
WA
T
M
D
0
0
R
0
0
-
Y
E
L
M
10
6
1
9
V
A
N
C
I
L
R
D
S
E
YE
L
M
,
W
A
9
8
5
9
7
,
U
S
A
JB
0
0
0
1
6
1
0
7
7
3
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:SK
08/14/2024
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
6
7
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
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
LIM
I
T
SPE
E
D
R2-
1
25
FL
A
G
G
E
R
SPOTTER
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
107TH CT SE
X
X
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEED R2-1
25
FLAGGER
X
X
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEEDR2-1
25
FLAGGER
16239
16231
12
'
V
A
N
C
I
L
L
O
O
P
S
E
FOC
FOC
FO
C
FO
C
FO
C
FOCFOCFOC
F
O
C
FO
C
F
O
C
SW
S
W
S
W
SW
SW
SW
SWSWSWSW
SW
S
W
S
W
SWSW
SW
SW
SW
SW
SW
FOC
FOC FOC FOC
F
O
C
SW SW SW SW
SW
SW
SW
SW
SW
FOC FOC FOC FOC
F
O
C
SW SW SW SW
S
W
SW
FOCFOCFOCFOC SWSWSWSWSWSWSWSWSWSWSWSW
FO
C
F
O
C
FOC
SW
SW
S
W
SW SW
SWSWSW
BI
R
K
L
A
N
D
S
T
S
E
VANCIL RD SE
VANCIL RD SE
193'
10
7
T
H
C
T
S
E
VA
N
C
I
L
L
O
O
P
S
E
P
P
R/W
R/
W
R/
W
R/W
R/W
R/W
R/WR/W
R
/
W
R/
W
R
/
W
R/
W
R/
W
R/
W
R/W R/W R/W
R/
W
R/
W
R/W R/W R/W R/W
R/
W
R/
W
R/
W
R
/
W
R
/
W
R/WR/WR/WR/W
R/W
R/W
R/W
R/W
R
/
W
R/W
BI
R
K
L
A
N
D
S
T
S
E
16302
16235
16303
R
DIGALERT
WA
T
M
D
0
0
R
0
0
-
Y
E
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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
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R
:
STAMP
DRAWN BY:SK
08/14/2024
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
TR
A
F
F
I
C
CO
N
T
R
O
L
PL
A
N
-
7
7
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
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
SP
O
T
T
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
16239
16231
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
BI
R
K
L
A
N
D
S
T
S
E
VANCIL RD SE15
'
VA
N
C
I
L
L
O
O
P
S
E
X
X
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEED R2-1
25
FLAGGER
X
X
X
ROAD
WORK
AHEA
D
ONE
LANE
ROAD
AHEA
DLIMIT
SPEED
R2-1
25
FLAG
G
E
R