JB0001760251_YE03 - CUTOVER TCPSW
SW
SW
SW
SW
R/
W
R/W
R/W R/W
FOC
SW SW
SW
SW SW
R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W
SW SW
FOC FOC FOC FOC
FO
C
FO
C
SW SW SW SW SW
SW
SW
SWSWSWSWSW
R/
W
R/
W
R/WR/WR/W
FO
C
FO
C
FOC
SW
SW
SW
SW
SW
98TH WAY SE
SIDEWALK
98TH WAY SE
P
14441
144351442914423144191441314407
14401201
202
203204
D/W
D/W D/W
D/W D/W D/W
14406 14412
14418 14424 14430 14436
D/WD/W
D/W D/W
D/W
D/W D/W D/W D/W D/W
SIDEWALK
NO
PA
R
K
I
N
G
FR
O
M
TOTO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
LI
M
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.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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
1
X
X
ROAD
WORK
AHEAD
ON
E
LA
N
E
RO
A
D
AH
E
A
D
RO
A
D
WO
R
K
AH
E
A
D
X
ONE
LANE
ROAD
AHEAD
X
FLAGGER
SPOTTER
FLAGGER
FLAGGER X
LIMIT
SPEEDR2-1
25
RO
A
D
WO
R
K
AH
E
A
D
ON
E
LA
N
E
RO
A
D
AH
E
A
D
X X
X
X
WORK ZONE
TRAFFIC CONTROL PLAN NOTES
1.TRAFFIC CONTROL WILL CONSIST OF A SINGLE
LANE CLOSURE WITH 3-WAY ALTERNATING
TRAFFIC (FLAGGER CONTROLLED).
10
'
22
'
SW
SW
SW SW
S
W
SW
R/W
R/W R/W R/W
R
/
W
R/
W
R/
W
F
O
C
FOCFOCFOC
SW
S
W
SW
SWSW
S
W
SW
SW
S
W
SW
SWSW
SW
SW
R/
W
R
/
W
R
/
W
R/WR/W
R/
W
R/
W
R/
W
FO
C
FO
C
FO
C
F
O
C
FOC
SW SW SW
R/WR/W
R/W R/W
R/
W
R/
W
R/
W
SW
SW
SW
SW
SW
FOC FOC
FOC
SW SW SW SW
S
W
SW
SIDEWALK
98TH WAY SE
LIMITSPEEDR2-1
25
LIMITSPEEDR2-1
25
DO
T
S
O
N
S
T
S
E
SI
D
E
W
A
L
K
JE
N
S
O
N
D
R
S
E
14453
14447
1445614450
14442
14448 14502
D/
W
D/
W
D/
W
D/
W
D/W D/W D/W
D/W
D/W
D/W D/
W
D
/
W
D
/
W
D/
W
D/
W
D/
W
D/
W
D
/
W
D
/
W
D
/
W
14508
14514 14520 14526 9861
9867
9873
9879
9885
9891
9870
9878
9882
9871
9877
9883
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
LIMIT
SPEED R2-1
25
LI
M
I
T
SP
E
E
D
R2
-
1
25
NO PARKING
FROM
TO
TOW-AWAY AREA RCW 46 55
1
1
3
ROAD
WORK
AHEAD
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
2
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
RO
A
D
WO
R
K
AH
E
A
D
ON
E
LA
N
E
RO
A
D
AH
E
A
D
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
X XX
FLAGGER
ONE
LANE
ROAD
AHEAD
X
X
XFLAGGER
WORK ZONE
TRAFFIC CONTROL PLAN NOTES
1.TRAFFIC CONTROL WILL CONSIST OF A SINGLE
LANE CLOSURE WITH 3-WAY ALTERNATING
TRAFFIC (FLAGGER CONTROLLED).
10'
20'
SPOTTER
FOC
SWSWSWSW
SWSWSW
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
SWSWSWSW
SWSWSW
FOC
FOC
SWSW
SWSWSW
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
SWSW
SWSWSW
SIDEWALK
99TH AVE SE
P
SIDEWALK
SIDEWALK
14438144321442614420144081440214414218217216215
D/W D/W D/W D/W D/W D/W D/W D/W
D/W D/W D/W
D/W D/W D/W D/W D/W D/W D/W D/W
D/W
D/W D/W D/W
144451443914433
14427
14421
14415
1440914403219220221222
14446144401443414428144221441614410LOT-240LOT-239LOT-238LOT-237
SIDEWALK
SIDEWALK
LOT-236
LOT-235
NO
PA
R
K
I
N
G
FR
O
M
TOTO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
3
X XX
X X X FLAGGER
FLAGGER
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
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
RO
A
D
WO
R
K
AH
E
A
D
ON
E
LA
N
E
RO
A
D
AH
E
A
D
WORK ZONE
TRAFFIC CONTROL PLAN NOTES
1.TRAFFIC CONTROL WILL CONSIST OF A SINGLE
LANE CLOSURE WITH 2-WAY ALTERNATING
TRAFFIC (FLAGGER CONTROLLED).
10
'
26
'
SPOTTER
SW
SWSWSW
R/
W
R/
W
R/
W
R/WR/W
SW
SWSWSW
FO
C
F
O
C
FOCFOC
SW
SW
SW
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
F
O
C
FO
C
FO
C
FO
C
SW
SW
S
W
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
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
FOC
FOC
FO
C
SW
SW
SW
R/W R/W
R/
W SW
SW
FO
C
SW
SW
SW
SIDEWALK
DO
T
S
O
N
S
T
S
E
DO
T
S
O
N
S
T
S
E
SI
D
E
W
A
L
K
J
E
N
S
O
N
D
R
S
E
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
1446414458
9921
9927
9933
9939
9945
9951
9920
9926
9922
9938
9944
9950
9931
9925
9919
9937
9943
9949
9955
9936
9942
9948
9954
D/W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D
/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D
/
W
D/
W
D/
W
99TH WAY SE
P
P WORK ZONE
NO PARKING
FROM
TO
TOW-AWAY AREA RCW 46 55 113
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
LIMIT
SPEED R2-1
25
LI
M
I
T
SP
E
E
D
R2
-
1
25
X
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
4
ON
E
LA
N
E
RO
A
D
AH
E
A
D
RO
A
D
WO
R
K
AH
E
A
D
XX
ONE
LANE
ROAD
AHEAD
ROAD
WORK
AHEAD
X
X
X
X
X
X
FLAGGER
FLAGGER
FLAGGER
TRAFFIC CONTROL PLAN NOTES
1.TRAFFIC CONTROL WILL CONSIST OF A SINGLE
LANE CLOSURE WITH 3-WAY ALTERNATING
TRAFFIC (FLAGGER CONTROLLED).WORK ZONE
19'
10'
SPOTTER
SW
SWSWSW
R/
W
R/
W
R/
W
R/WR/W
SW
SWSWSW
FO
C
F
O
C
FOCFOC
SW
SW
SW
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
F
O
C
FO
C
FO
C
FO
C
SW
SW
S
W
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
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
FOC
FOC
FO
C
SW
SW
SW
R/W R/W
R/
W SW
SW
FO
C
SW
SW
SW
SIDEWALK
DO
T
S
O
N
S
T
S
E
DO
T
S
O
N
S
T
S
E
SI
D
E
W
A
L
K
J
E
N
S
O
N
D
R
S
E
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
1446414458
9921
9927
9933
9939
9945
9951
9920
9926
9922
9938
9944
9950
9931
9925
9919
9937
9943
9949
9955
9936
9942
9948
9954
D/W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D
/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D
/
W
D/
W
D/
W
99TH WAY SE
P
P WORK ZONE
NO PARKING
FROM
TO
TOW-AWAY AREA RCW 46 55
1
1
3
ROAD
WORK
AHEAD
LIMIT
SPEED R2-1
25
ROAD
WORK
AHEAD
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
5
ONE
LANE
ROAD
AHEAD
FLAGGER
ONE
LANE
ROAD
AHEAD
X
X
X
FLAGGER
X
X
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S WILL BE
NOTIFIED IN WRITING 72 HOURS PRIOR TO PLACEMENT
OF "NO PARKING" SIGNS.
TRAFFIC CONTROL PLAN NOTES
1.TRAFFIC CONTROL WILL CONSIST OF A SINGLE
LANE CLOSURE WITH 2-WAY ALTERNATING
TRAFFIC (FLAGGER CONTROLLED).
26'
10'
X
10'
SPOTTER
SW SW SW SW SW
SW
SW
SW
SW
SW
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/
W
R/W R/W R/W R/W
SW
SW
SW SW SW SW SW
SW
SW
F
O
C
FOCFOCFOCFOC
FO
C
FO
C
F
O
C FOC
SW
SW
SW SW
R/
W
R/
W
R/W R/W R/W R/W R/W
SW
SW
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
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
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
SW
SW
SW
SW
SW
SW
SW
SW
SW
R/
W
R/
W
R/
W
R/
W
R/
W
SW
SW
SW
SW
SW
SW
SW
SW
99TH WAY SE
SIDEWALK
SIDEWALK
P
LOT-269
LOT-270
LOT-271
LOT-272 LOT-264
LOT-265
LOT-266
LOT-267
LOT-268
LOT-315
LOT-316
LOT-317
LOT-318
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
JA
C
K
S
O
N
S
T
S
E
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
LOT-319
LOT-320
LOT-321
LOT-230
LOT-234
LOT-233LOT-232LOT-231
D/
W
D/
W
D/
W
D/W D/W D/W D/W
WORK ZONE
26'
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
6
NO PARKING
FROM
TO
TOW-AWAY AREA RCW 46 55 113
LIMIT
SPEEDR2-1
25
LI
M
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.
X
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
X
X
FLAGGER
RO
A
D
WO
R
K
AH
E
A
D
ONE
LANE
ROAD
AHEAD
ROAD
WORK
AHEAD
X
X
TRAFFIC CONTROL PLAN NOTES
1.TRAFFIC CONTROL WILL CONSIST OF A SINGLE
LANE CLOSURE WITH 3-WAY ALTERNATING
TRAFFIC (FLAGGER CONTROLLED).
FLAGGER
X
X
10'
SPOTTER
SWSWSWSWSW
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/W
SWSWSWSWSW
FOC FOC FOC FOC
SW
SW
SW
SWSWSWSWSW
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/W
R/
W
R/
W
R/
W
R/
W
SW
SW
SW
SWSWSWSWSW
FOC FOC FOC FOC
FO
C
FO
C
SW
SW
SW
SW SW SW
FO
C
FO
C
F
O
C
FOC FOC
SW
SW
SW
SW SW SW
R/
W
R/
W
R/
W
R/W R/W
FOC FOC FOC FOC FOC FOC FOC FOC
FO
C
FOCFOCFOCFOCFOCFOC
FO
C
FO
C
FOC
R/
W
R/W R/W R/W
SW SW SW SW
SW SW SW SW SW SW SW SW SW SW SW SW SWR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
SW SW
LOT-273
LOT-274
LOT-275
LOT-276 LOT-260
LOT-261
LOT-262
LOT-263
LOT-255
LOT-254
LOT-253
LOT-252
LOT-251
P
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
14417
14411
14405
9971
9977
9983
P
D/
W
D/
W
D/
W
D/
W
D/
W
LOT-245
LOT-246
LOT-247
LOT-248
LOT-249
LOT-250
CH
A
R
L
E
S
S
T
S
E
DA
I
N
S
T
S
E
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
277 278 279
280
281 282 283 284 285 286 287
288
289
9965
100TH AVE SE
100TH AVE SE
WORK ZONE
NO PARKING
FROM
TO
TOW-AWAY AREA RCW 46 55 113
ROAD
WORK
AHEAD
LIMIT
SPEEDR2-1
25
RO
A
D
WO
R
K
AH
E
A
D
LI
M
I
T
SP
E
E
D
R2
-
1
25
RO
A
D
WO
R
K
AH
E
A
D
ON
E
LA
N
E
RO
A
D
AH
E
A
D
X X
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
FLAGGER
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
7
FLAGGER
X
ON
E
LA
N
E
RO
A
D
AH
E
A
D
FLAGGER
X X X
ONE
LANE
ROAD
AHEAD
X
X
TRAFFIC CONTROL PLAN NOTES
1.TRAFFIC CONTROL WILL CONSIST OF A SINGLE
LANE CLOSURE WITH 3-WAY ALTERNATING
TRAFFIC (FLAGGER CONTROLLED).
25'
10'
X
SPOTTER
SWSWSWSWSW
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/W
SWSWSWSWSW
FOC FOC FOC FOC
SW
SW
SW
SWSWSWSWSW
R/
W
R/
W
R/
W
R/
W
R/WR/WR/WR/W
R/
W
R/
W
R/
W
R/
W
SW
SW
SW
SWSWSWSWSW
FOC FOC FOC FOC
FO
C
FO
C
SW
SW
SW
SW SW SW
FO
C
FO
C
F
O
C
FOC FOC
SW
SW
SW
SW SW SW
R/
W
R/
W
R/
W
R/W R/W
FOC FOC FOC FOC FOC FOC FOC FOC
FO
C
FOCFOCFOCFOCFOCFOC
FO
C
FO
C
FOC
R/
W
R/W R/W R/W
SW SW SW SW
SW SW SW SW SW SW SW SW SW SW SW SW SWR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
SW SW
LOT-273
LOT-274
LOT-275
LOT-276 LOT-260
LOT-261
LOT-262
LOT-263
LOT-255
LOT-254
LOT-253
LOT-252
LOT-251
P
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
14417
14411
14405
9971
9977
9983
P
D/
W
D/
W
D/
W
D/
W
D/
W
LOT-245
LOT-246
LOT-247
LOT-248
LOT-249
LOT-250
CH
A
R
L
E
S
S
T
S
E
DA
I
N
S
T
S
E
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
277 278 279
280
281 282 283 284 285 286 287
288
289
9965
100TH AVE SE
100TH AVE SE
WORK ZONE
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
8
RO
A
D
WO
R
K
AH
E
A
D
ON
E
LA
N
E
RO
A
D
AH
E
A
D
X X
LIMIT
SPEED R2-1
25
NO PARKING
FROM
TO
TOW-AWAY AREA RCW 46 55 113
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
FLAGGER
RO
A
D
WO
R
K
AH
E
A
D
LI
M
I
T
SP
E
E
D
R2
-
1
25
ON
E
LA
N
E
RO
A
D
AH
E
A
D
FLAGGER
X X X
X
FLAGGER
ONE
LANE
ROAD
AHEAD
ROAD
WORK
AHEAD
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
X
X
WORK ZONE
TRAFFIC CONTROL PLAN NOTES
1.TRAFFIC CONTROL WILL CONSIST OF A SINGLE
LANE CLOSURE WITH 4-WAY ALTERNATING
TRAFFIC (FLAGGER CONTROLLED).
FLAGGER
X
X
X
X
10'
18'
SPOTTER
SW SW
FOC FOC
SW SW
R/W R/W
R/
W
SW
SW SW SW SW SW
SW
R/
W
R/
W
R/W R/W R/W
R/
W
R/
W
SW SW SW SW SW
SW
SW
FOC FOC FOC FOC
FO
C
F
O
C
FOC
FOC FOC FOC FOC FOC FOC FOC
F
O
C
FO
C
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
SW SW SW SW SW SW SW SW SW SW
SW
S
W
SW
R/W R/W R/W R/W R/W R/W R/W R/W
SW
SW
SW
SW
SW
SW
SW
SW
R/
W
R/
W
R/
W
R/
W
1447514469144631445714451
14445144391443314427
14477
14471
14465
14459144531444714441144351442314429
9984
99789975
99819982
9976
P
P
D/W D/W D/W D/W D/W D/W D/W D/W
D/WD/WD/WD/WD/WD/W
D/WD/WD/WD/W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/W
JU
S
T
M
A
N
S
T
S
E
100TH AVE SE
LOCKWOOD LN SE
DO
T
S
O
N
S
T
S
E
SIDEWALK
SIDEWALK
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
10015
10009
10003
9991
9985
9979
9973
NO
PA
R
K
I
N
G
FR
O
M
TOTO
W
-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
X
LI
M
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.
RO
A
D
WO
R
K
AH
E
A
D
ON
E
LA
N
E
RO
A
D
AH
E
A
D
RO
A
D
WO
R
K
AH
E
A
D
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
X X
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
9
FLAGGER
ON
E
LA
N
E
RO
A
D
AH
E
A
D
X
FLAGGER
TRAFFIC CONTROL PLAN NOTES
1.TRAFFIC CONTROL WILL CONSIST OF A SINGLE
LANE CLOSURE WITH 2-WAY ALTERNATING
TRAFFIC (FLAGGER CONTROLLED).
XX
WORK ZONE
10
'
20
'
SPOTTER
SW SW
FOC FOC
SW SW
R/W R/W
R/
W
SW
SW SW SW SW SW
SW
R/
W
R/
W
R/W R/W R/W
R/
W
R/
W
SW SW SW SW SW
SW
SW
FOC FOC FOC FOC
FO
C
F
O
C
FOC
FOC FOC FOC FOC FOC FOC FOC
F
O
C
FO
C
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
SW SW SW SW SW SW SW SW SW SW
SW
S
W
SW
R/W R/W R/W R/W R/W R/W R/W R/W
SW
SW
SW
SW
SW
SW
SW
SW
R/
W
R/
W
R/
W
R/
W
1447514469144631445714451
14445144391443314427
14477
14471
14465
14459144531444714441144351442314429
9984
99789975
99819982
9976
P
P
D/W D/W D/W D/W D/W D/W D/W D/W
D/WD/WD/WD/WD/WD/W
D/WD/WD/WD/W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/
W
D/W
JU
S
T
M
A
N
S
T
S
E
100TH AVE SE
LOCKWOOD LN SE
DO
T
S
O
N
S
T
S
E
SIDEWALK
SIDEWALK
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
SI
D
E
W
A
L
K
10015
10009
10003
9991
9985
9979
9973
NO PARKING
FROM
TO
TOW-AWAY AREA RCW 46 55 113
ROAD
WORK
AHEAD
ONE
LANE
ROAD
AHEAD
X
LIMIT
SPEED R2-1
25
ROAD
WORK
AHEAD
LI
M
I
T
SP
E
E
D
R2
-
1
25
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
10
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
RO
A
D
WO
R
K
AH
E
A
D
X
FLAGGER
ON
E
LA
N
E
RO
A
D
AH
E
A
D
X
X
FLAGGER
ONE
LANE
ROAD
AHEAD
X
X
FLAGGER
WORK ZONE
TRAFFIC CONTROL PLAN NOTES
1.TRAFFIC CONTROL WILL CONSIST OF A SINGLE
LANE CLOSURE WITH 3-WAY ALTERNATING
TRAFFIC (FLAGGER CONTROLLED).
10'
23'
X
X
X
SPOTTER
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
FOC
FOC
FO
C
FO
C
SW
SW
SW
SW
SW
SW
SW
SW
SW
R/W
R/W
R/W
FO
C
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FOC
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL FL FL FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
SW
SW
SW
SW
SW
SW
SW SW SW
SW
SW
SW
SW
SW
SW
SW
SW
FL
FL
FL
FL
FL
CL CL CL
CL CL CL CL CL CL
CL CL CL CL
CL CL CL CL
CL CL CL CL
CL CL
CL CL CL CL CL CL CL CL CL CL CL CL CL
CL CL CL CL
CL CL CL CL
CL CL
CL CL CL CL CL
CL
CL
CL
CL
CL
CL CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
D/W
D/W
D/
W
D/W
D/W
D/
W
D/W
D/W
P
10077
10071 10065 10059
10053
10047
10041
10035
10029
10042
1004810033
10027
10036
D/W
D/W
D/W
JE
N
S
O
N
D
R
S
E
JENSON D
R
S
E
SID
E
W
A
L
K
SIDEWAL
K
WORK ZONE
RO
A
D
WO
R
K
AH
E
A
D
LIMIT
SPEE
D
R2-1
25
NO PARKIN
G
FROM
TO
TOW-
A
W
A
Y
A
R
E
A
R
C
W
4
6
5
5
1
1
3
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
11
NOTE:
ADJACENT BUSINESSES AND/OR RESIDENT'S
WILL BE NOTIFIED IN WRITING 72 HOURS PRIOR
TO PLACEMENT OF "NO PARKING" SIGNS.
X
X
FLAGGER
FLAGGER
ROA
D
WO
R
K
AHE
A
D
ONE
LAN
E
ROA
D
AHE
A
D
ON
E
LA
N
E
RO
A
D
AH
E
A
D
TRAFFIC CONTROL PLAN NOTES
1.TRAFFIC CONTROL WILL CONSIST OF A SINGLE
LANE CLOSURE WITH 2-WAY ALTERNATING
TRAFFIC (FLAGGER CONTROLLED).
X
X
X
X
24
'
10'
SPOTTER
SW
SW
R/W
R/
W
R/W
R/W
FO
C
FO
C
FOC FOC FOC FOC
FOC
FOC
FOCFOC
FOC
FL FL FL FL FL FL FL FL FL FL
FL
FL
FL
FLFLFLFLFLFLFLFLFL
FL
R/W R/W R/W R/W R/W R/W R/W
R/W
R/
W
SW SW SW SW SW SW SW SW
SW
SW SW
SW
SW
SW
SW
FOC
FO
C
F
O
C
FOC
FOC
FL
FL
FL
FL
FL
FL
FL
FL
SW
SW
SW
SW
SW
FOC
FOC
FOC
FL
FL
FL
FL
FL
FL
FL
FL
FLSW
SW
SW
SW
R/W
R/W
R/W
FOC FOC FOC FOC
FOCFOC
FOC
F
O
C
SW SW SW SW SW SW
SWSWSW
SW
SW
S
W
R/W R/W R/W R/W R/W
R/WR/W
R/W
FL FL FL FL FL FL FL FL FL FL FL
FL
FLFLFLFLFLFL
FL
FL
FL
FL
FL
CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL CL
CL
CLCLCLCL
CL
CLCLCLCL
CLCLCL
CL
CLCLCL
CLCLCLCL
CLCLCLCLCLCLCLCLCLCLCLCLCL
CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL
CL CL
CL CL CL CL
CL CL CL CL
CL CL CL CL
CL CL
CL CL CL CL
CL CL CL CL CL CL CL CL CL
CL CL CL CL
CL CL CL CL CL CL
CL CL CL CL
CL CL CL CL
CL CL CL CL CL
CL
D/W
D/W
P
10089
10083
TAHOMA BOULEVARD SE
TAHOMA BO
U
L
E
V
A
R
D
S
E
DO
S
T
O
N
S
T
S
E
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
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
12
RO
A
D
WO
R
K
AH
E
A
D
RI
G
H
T
LA
N
E
CL
O
S
E
D
AH
E
A
D
ROAD
WORK
AHEAD
RO
A
D
WO
R
K
AH
E
A
D
X
WORK ZONE
BI
K
E
S
ME
R
G
E
WI
T
H
TR
A
F
F
I
C
X X
FA
S
16
'
66
'
LI
M
I
T
SP
E
E
D
R2
-
1
35
LIMIT
SPEEDR2-1
25
X
X
X
SPOTTER
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
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL
SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW SW
FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL
FOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOCFOC
SWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSW
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
14944
14938149321492614920 15025
1-16
BLDG 1
TAHOMA BLVD SE
SIDEWALK
SIDEWALK
REVISIONS
DATE DESCRIPTION INITIAL
TEMPORARY TRAFFIC
CONTROL PLAN
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
13
RO
A
D
WO
R
K
AH
E
A
D
RI
G
H
T
LA
N
E
CL
O
S
E
D
AH
E
A
D
X
BI
K
E
S
ME
R
G
E
WI
T
H
TR
A
F
F
I
C
X X
FA
S
LI
M
I
T
SP
E
E
D
R2
-
1
35
X
RO
A
D
WO
R
K
AH
E
A
D
X
WORK ZONE
R/W
R/W
R/W
R/W
R/W
R/W
R/W
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
SW
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
SW
SW
SW
SW
SW
SW
SW
SW
SW
R/W
R/W
R/W
R/W
R/W
R/W
P
TAH
O
M
A
B
L
V
D
S
E
201
SID
E
W
A
L
K
SID
E
W
A
L
K
SID
E
W
A
L
K
SID
E
W
A
L
K
TAH
O
M
A
B
L
V
D
S
E
D/W
D/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
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
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
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
Know what's below.Call
R
811
48 HOURS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
DIGALERT
before you dig.
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:SOFTPEARL
07/15/2024
YE
0
3
14
5
1
5
T
A
H
O
M
A
B
L
V
D
S
E
&
D
O
S
T
O
N
S
T
S
E
YE
L
M
,
W
A
9
8
5
9
7
JB
0
0
0
1
7
6
0
2
5
1
14
R
O
A
D
W
O
R
K
A
H
E
A
D
X
WOR
K
Z
O
N
E
R
O
A
D
W
O
R
K
A
H
E
A
D
RI
G
H
T
L
A
N
E
CL
O
S
E
D
A
H
E
A
D
X
BI
K
E
S
M
E
R
G
E
W
I
T
H
T
R
A
F
F
I
C
X
X
F
A
S
LI
M
I
T
S
P
E
E
D
R
2
-
1
3
5
X