TCP0 514615707 14730 TAHOMA BLVD SE, YELM, WA 98597TA
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N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Jason Bisenius
425-424-7316
jason.bisenius@pse.com
1 OF 514730 TAHOMA BLVD SE, YELM, WA 98597
0
514615707
03/12/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Yelm standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated,
if indicated use ADA compliant channelization.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flaggers shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
TRENCH
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Jason Bisenius
Card No. ES2 000394
Card Exp. 01/31/2028
Jason.Bisenius@pse.com
(425)424-7316
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Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Jason Bisenius
425-424-7316
jason.bisenius@pse.com
2 OF 514730 TAHOMA BLVD SE, YELM, WA 98597
0
514615707
03/12/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Yelm standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated,
if indicated use ADA compliant channelization.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flaggers shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
TRENCH
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Jason Bisenius
Card No. ES2 000394
Card Exp. 01/31/2028
Jason.Bisenius@pse.com
(425)424-7316
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
P01
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N
G
M
I
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YELM HW
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WASHING
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YELM HWY
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E
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STOP
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STOP
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X'
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Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Jason Bisenius
425-424-7316
jason.bisenius@pse.com
3 OF 514730 TAHOMA BLVD SE, YELM, WA 98597
0
514615707
03/12/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Yelm standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated,
if indicated use ADA compliant channelization.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flaggers shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
POLE
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Jason Bisenius
Card No. ES2 000394
Card Exp. 01/31/2028
Jason.Bisenius@pse.com
(425)424-7316
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
PLACE W20-1 SIGNS ON ALL
ADJACENT STREETS WITHIN
X' FEET OF WORK AREA
(USE SIGN SPACING CHART)
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
1
ROAD
WORK
AHEAD
P02
11
11
1
1
11
10
10
LO
N
G
M
I
R
E
S
T
S
E
LONGMIRE ST SE
100TH AVE SE
18
18
STOP
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W20-4
ON
E
L
A
N
E
RO
A
D
AH
E
A
D
X'≥X'≥X'≥
W20-7A
ST
O
P
STO
P
W20
-
1
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A
D
W
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K
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W20
-
4
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A
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A
D
X'≥
X'≥
X'≥
W20
-
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A
W
2
0
-
1
ROA
D
WOR
K
AHE
A
D
BE
PRE
P
A
R
E
D
TO
STO
P
W
3
-
4
X'
≥
X'
≥
X'≥
W
2
0
-
7
A
BI
K
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LA
N
E
EN
D
S
W9-1B
BI
K
E
S
ME
R
G
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W
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T
H
TR
A
F
F
I
C
W4-1B
X'≥X'≥
Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Jason Bisenius
425-424-7316
jason.bisenius@pse.com
4 OF 514730 TAHOMA BLVD SE, YELM, WA 98597
0
514615707
03/12/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Yelm standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated,
if indicated use ADA compliant channelization.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flaggers shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
POLE
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Jason Bisenius
Card No. ES2 000394
Card Exp. 01/31/2028
Jason.Bisenius@pse.com
(425)424-7316
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
PLACE W20-1 SIGNS ON ALL
ADJACENT STREETS WITHIN
X' FEET OF WORK AREA
(USE SIGN SPACING CHART)
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
1
ROAD
WORK
AHEAD
LONGMIRE ST SE
TE
R
R
A
G
L
E
N
N
S
T
S
E
LONGMIRE ST SE
11
11
11 11
11
11
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P03
1
1
1
1
STOP
STOP
STOP
STOP
W2
0
-
1
ROAD
WORK
AHEAD
BE
PREPARED
TO
STOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W20-4
ON
E
L
A
N
E
RO
A
D
AH
E
A
D
X'≥X'≥X'≥
W20-7A
W2
0
-
1
ROAD
WORK
AHEAD
BE
PREPARED
TO
STOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W20-4
ON
E
L
A
N
E
RO
A
D
AH
E
A
D
X'≥X'≥X'≥
W20-7A
BI
K
E
LA
N
E
EN
D
S
W9-1B
TR
A
F
F
I
C
ME
R
G
E
W
I
T
H
BI
K
E
S
W9-2TC
X'≥X'≥
1818
TE
R
R
A
G
L
E
N
N
S
T
S
E
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
THE CREW SHALL CEASE
WORK AND ESCORT PEDESTRIANS
AROUND/THRU WORK AREA
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Project Address:
Page
PSE PUGETSOUND
ENERGY
Designer:
Job #
REV
Jason Bisenius
425-424-7316
jason.bisenius@pse.com
5 OF 514730 TAHOMA BLVD SE, YELM, WA 98597
0
514615707
03/12/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Yelm standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated,
if indicated use ADA compliant channelization.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flaggers shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
POLE
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Jason Bisenius
Card No. ES2 000394
Card Exp. 01/31/2028
Jason.Bisenius@pse.com
(425)424-7316
PLACE W20-1 SIGNS ON ALL
ADJACENT STREETS WITHIN
X' FEET OF WORK AREA
(USE SIGN SPACING CHART)
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
1
ROAD
WORK
AHEAD