ENG2022-0105+Traffic_Control_Plan+3.10.2022_5.30.29_PM+2731218TRAFFIC CONTROL PLAN
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
JAYSON GREGORY
CABLECOM
JAYSON-GREGORY@KBMAIL.NET
JOB NUMBER: N481930
JOB ADDRESS: 7315 212TH ST SW, EDMONDS
DESCRIPTION: BORE FROM VAULT TO BORE
PIT ON SHEET 2
W20-1
SPEED
LIMIT
35
SIDEWALK CLOSED
AHEAD
R9-11
CROSS HERE
212TH ST SW
WORK
LANE
CLOSED
AHEAD
AHEAD
W20-1
DEAR
W20-5C
M4-96
PLACE AT INTERSECTION WITH
212TH ST SW & 72ND AVE W
2
D
m
LEGEND
TRAFFIC CONES
b ®
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
BUS STOP
v
W
cn
•
U2
110'
• •
•
NORTH '
LANE
MINIMUM TAPER LENGTH = L (FEET)
WIDTH
POSTED SPEED (MPH)
(FEET)
25
30
35
40
45
50
10
105
150
205
270
450
500
11
115
165
225
295
495
550
12
1 125
180
245
320
540
600
TYPE OF TCP: WORK HOURS
PHASE OF WORK: BORE
R9-9
SIDEWALK
CLOSED
•
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50
40
80
35/45
30
60
25/30
20
40
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
120
125
130
135
140
145
150
55
60
65
LENGTH (FEET)
115
155
200
250
305
360
425
495
570
645
L/2
95'
7302
7315
SIGN SPACING = X
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'±
(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
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
PLACE AT INTERSECTION WITH
212TH ST SW & PACIFIC HWY
W1-4R W21-V20 R9-11 W20-1
SIDEWALK CLOSED
AHEAD
BIKE < > � ROAD
LANE CROSS HERE WORK
CLOSED AHEAD
AHEAD
—X' X' X'
_� 26092609
1 11'
11'
W>
DETOUR
i -
M4-9B
PLACE AT INTERSECTION WITH
212TH ST SW & PACIFIC HWY
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED a=B00KER SPENCER KARINIEMI
6. 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, TRAFFIC CONTROL SUPERVISOR
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB 1IIIIIIIIIIIIIIIIIIIIIII1ENGINEERING 360-722-2852 SHEET NUMBER 1 OF 5
TRAFFIC CONTROL PLAN
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
JAYSON GREGORY
CABLECOM
JAYSON-GREGORY@KBMAIL.NET
JOB NUMBER: N481930
JOB ADDRESS: 7029 212TH ST SW, EDMONDS
DESCRIPTION: BORE FROM BORE PIT TO
BORE PIT ON SHEET 3
SPEED
LIMIT
15-
PLACE AT INTERSECTION WITH
212TH ST SW & 72ND AVE W
R9-11
SIDEWALK CLOSED
AHEAD
CROSS HERE
LEGEND
TRAFFIC CONES
b ®
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
DDD
ARROWBOARD
R9-9
SIDEWALK
CLOSED
12'
8'
\ NORTH
LANE
MINIMUM TAPER LENGTH = L (FEET)
WIDTH
POSTED SPEED (MPH)
(FEET)
25
30
35
40
45
50
10
105
150
205
270
450
500
11
115
165
225
295
495
550
12
125
180
245
320
540
600
TYPE OF TCP: WORK HOURS
PHASE OF WORK: BORE
N� N� C11YI '-, I .� Jf •
212TH ST SW
DETOUR PLACE AT INTERSECTION WITH
212TH ST SW & 72ND AVE W
14-1
M4-9B
21300
L
7029
21300
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50
40
80
35/45
30
60
25/30
20
40
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
120
125
130
135
140
145
150
155
160
165
LENGTH (FEET)
1115
1155
12001250130513601425149515701645
•
7009
SIGN SPACING = X
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'±
(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
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
PLACE AT INTERSECTION WITH
212TH ST SW & 72ND AVE W
W4-2R
W20-5R
R9-11
W20-1
RIGHT
'00
LANE
CLOSED
SIDEWALK CLOSED
AHEAD
caoS~
A—
12'
21300 -
DETOUR
M4-9B
PLACE AT INTERSECTION WITH
212TH ST SW & 72ND AVE W
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED a=B00KER SPENCER KARINIEMI
6. 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, TRAFFIC CONTROL SUPERVISOR
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB � E N G I N E E R I N G 360-722-2852 SHEET NUMBER 2 OF 5
TRAFFIC CONTROL PLAN
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
JAYSON GREGORY
CABLECOM
JAYSON-GREGORY@KBMAIL.NET
JOB NUMBER: N481930
JOB ADDRESS: 21130 HWY 99, EDMONDS
DESCRIPTION: BORE FROM BORE PIT TO
BORE PIT ON SHEET 4
LEGEND
TRAFFIC CONES
b ®
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
DDD
ARROWBOARD
LANE
MINIMUM TAPER LENGTH = L (FEET)
WIDTH
POSTED SPEED (MPH)
(FEET)
25
30
1 35
1 40
1 45
1 50
10
105
150
205
270
450
500
11
115
165
225
295
495
550
12
1 125
180
245
320
540
600
TYPE OF TCP: WORK HOURS
PHASE OF WORK: BORE
ROAD
WORK
AHEAD *�
05
O/
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50
40
80
35/45
30
60
25/30
20
40
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
120
125
130
135
140
145
150
155
160
165
LENGTH (FEET)
1115
1155
12001250130513601425149515701645
4
/ N
SIGN SPACING = X
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'±
(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
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
W20-7 W4-2R W3-4
M4-9B • W20-5R W20-1
BE
/ I '■ PREPARED RIGHT ROAD
DETOUR TO STOP LANE / ~ CLOSED WORK
/ x X* AHEAD AHEAD
L
200' X X* 6811
21125 21111 D
� �! . .
• ...... ...
......
212TH ST SW
U/N/N�� DETOUR
M4-9B
W20-7
CV
OD
BE c0
PREPARED W3-4
JO STOP
ROAD
WORK > W20-1
AHEAD
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED a=B00KER SPENCER KARINIEMI
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 1 V WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, TRAFFIC CONTROL SUPERVISOR
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB � E N G I N E E R I N G 360-722-2852 SHEET NUMBER 3 OF 5
TRAFFIC CONTROL PLAN
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
JAYSON GREGORY
CABLECOM
JAYSON-GREGORY@KBMAIL.NET
JOB NUMBER: N481930
JOB ADDRESS: 21314 HWY 99, EDMONDS
DESCRIPTION: BORE FROM BORE PIT TO
VAULT ON SHEET 5
A
PLACE AT INTERSECTION WITH
PACIFIC HIGHWAY & 216TH ST SW
R9-11 R9-9
SIDEWALK CLOSED
AHEAD SIDEWALK
~ CLOSED
CROSS HERE
Ia�'a- -
14'
LEGEND
TRAFFIC CONES
IQ ®
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
DDD
ARROWBOARD
21314
LANE
MINIMUM TAPER LENGTH = L (FEET)
WIDTH
POSTED SPEED (MPH)
(FEET)
25
30
35
40
45
50
10
105
150
205
270
450
500
11
115
165
225
295
495
550
12
1 125
180
245
320
540
600
L
270'
• ...... ......
TYPE OF TCP: WORK HOURS
PHASE OF WORK: BORE
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50
40
80
35/45
30
60
25/30
20
40
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (M (MPH)
120
125
130
135
140
145
150
155
160
165
LENGTH (FEET)
1115
1155
12001250130513601425149515701645
ROAD �\
W20-1 WORK
AHEAD
f
R9-1 1
SIDEWALK CLOSED
W4-119L AHEAD
\ CROS4S HERE
-
l
�j\
tP
N�\ Uo
IVI-'
1�° ...... ......
HIGHWAY 99
................ ....... J1>
�J.......................................................
\7-:::::
............................................ ............................................�................
21317
PLACE AT INTERSECTION WITH
DETOUR PACIFIC HIGHWAY & 216TH ST SW
M4-9B
SIGN SPACING = X
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'±
(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
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
21130
W20-1
14'
11'
...... 11
..
11'
13'
\\\\\\\\\\\\\\\\
f�
ROAD
WORK W20-1
\ AHEAD
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED a=B00KER SPENCER KARINIEMI
6. 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, TRAFFIC CONTROL SUPERVISOR
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB � E N G I N E E R I N G 360-722-2852 SHEET NUMBER 4 OF 5
TRAFFIC CONTROL PLAN
HOURS OF TCP: 8AM-5PM
24 HR CONTACT:
JAYSON GREGORY
CABLECOM
JAYSON-GREGORY@KBMAIL.NET
JOB NUMBER: N481930
JOB ADDRESS: 21130 HWY 99, EDMONDS
DESCRIPTION: ACCESS VAULT TO
RECEIVE BORE
L/2
270'
ROAD
WORK CENTER
E
AHEAD LAN
CLOSED
AHEAD
W20-1
W20-5C
LEGEND
TRAFFIC CONES
b ®
TEMP SIGN LOCATION
WORK VEHICLE
WORK AREA
DDD
ARROWBOARD
ROAD
W20-1< >
WORK
AHEAD
LANE
MINIMUM TAPER LENGTH = L (FEET)
WIDTH
POSTED SPEED (MPH)
(FEET)
25
30
1 35
1 40
1 45
1 50
10
105
150
205
270
450
500
11
115
165
225
295
495
550
12
1 125
180
245
320
540
600
TYPE OF TCP: WORK HOURS
PHASE OF WORK: BORE
CHANNELIZATION DEVICE
SPACING (FEET)
MPH
TAPER
TANGENT
50
40
80
35/45
30
60
25/30
20
40
BUFFER DATA
LONGITUDINAL BUFFER SPACE = B
SPEED (MPH)
120
125
130
135
140
145
150
155
160
165
LENGTH (FEET)
1115
1155
12001250130513601425149515701645
,NNNN
W20-1
SIGN SPACING = X
RURAL ROADS 45/55 MPH 500'±
RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'±
RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'±
RESIDENTIAL & BUSINESS DISTRICTS
URBAN STREETS 25 MPH OR LESS 100'±
(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
PEDESTRIAN ESCORT: STOP WORK, SECURE
PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON
EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE
FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS
ARE MOVING THROUGH THE WORK ZONE.
L --X�____
450' 21018
21130 21116 21116 21018 - _N- 121018
- - - - - - - - -
:...��� ...... ...........................
.................... ............................... .• .• .• . ... •..•...•.. •...•.....................
...
...... ...... HIGHWAY 99
NOTES:
1. ALL SIGNS ARE 36" - 48" ACROSS
2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE
3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS
4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED a=B00KER SPENCER KARINIEMI
6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 1 V WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, TRAFFIC CONTROL SUPERVISOR
7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB � E N G I N E E R I N G 360-722-2852 SHEET NUMBER 5 OF 5