HomeMy WebLinkAboutMFP25006514.pdfNote: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
PUBLIC WORKS DEPARTMENT
Page 1 of 6 | Published: 2/25/2025
Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 2/25/2025
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK AND FOR TRAFFIC SIGNAL
WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK.
FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING
CITY HOLIDAYS.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a Traffic
Control Plan (TCP) and obtain City's approval of that plan when construction, repair, or maintenance work is to be
conducted within the City's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
4. Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as
described in the guidelines. Additional review time may be needed.
By signing, I certify that the information on this application and within the submittal documents are accurate to the
best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip: ___________
Description of Work:
24 Hour Emergency
Contact Name & Phone:
Approval By: ______________________________________________ Date:____________________
PW/Transportation or CED/Development Engineering Division
Potelco, Inc
6905 S 228th St Kent, WA 98466
Please See Attached
4108 SE 2ND PL
101186789
2/23/2026 TBD
Katie Zimmerman
12/18/25
Page 2 of 6 | Published: 2/25/2025
This Page Intentionally Left Blank
Page 3 of 6 | Published: 2/25/2025
APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS:
GENERAL
• Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State
of Washington, including codes and regulations not described in this application.
• Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to Washington State Department of Transportation
(WSDOT) traffic control plans.
• Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) and/or without
notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs
or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable
State and City codes.
• Indemnify and hold harmless the City from any and all claims, actions, and judgments, including all costs of
defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved TCPs including claims arising from towing of private vehicles and the acts
of Applicant’s agents and employees.
• Applicant must comply with all conditions of the application.
• The City shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such
event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable
attorney’s fees and litigation costs incurred resulting from such claim.
• In the event any claim or suit is brought against City within the scope of this application, Applicant is
responsible to pay for legal counsel chosen by the City to defend against same.
• No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted
for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include
construction phasing and sequencing.
• Previously approved TCPs cannot be combined into a new TCP without review and approval by the City.
• Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with
the updated date and time and/or any changes to TCP.
• Applicant must have the approved TCP prior to commencing the work.
• Approved TCP must be at the work site during work hours.
• Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
• Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number
at a conspicuous place on the vehicle or equipment.
• At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP
and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing
vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection
equipment that meets current City’s standards at Applicant’s expense.
• When not in use, temporary traffic control devices shall be removed or covered immediately. It is the
Applicant’s responsible to cover any temporary traffic control devices when not applicable for the
construction activities. Similarly, when work is suspended for short periods of time, traffic control devices
that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove
and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City
is not responsible for any private property from City assets and identifying the property owner.
• Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours.
At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least
possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times,
unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary
Page 4 of 6 | Published: 2/25/2025
pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be
repaired at Applicant’s expense.
• Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all
kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a
work zone.
• Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street
Closure and Street Excavation for details. Applicant is responsible for coordinating with the property
owners and/or residents prior to commencement of the work.
• Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise
approved.
• Accessibility for emergency vehicles shall be maintained at all times.
PUBLIC OUTREACH
• Applicant must notify Transportation Signal Maintenance (425-430-7423) and City inspector (425-430-
7203) at least twenty-four (24) hours before commencing work (lane shift/closure or near a signal)
affecting the vehicle detection.
• Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures
or lane closures.
• Applicant shall call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure a minimum of five (5) working days (excluding
weekends and holidays) prior to starting any work.
• Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140
or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit
operations or facilities. Notification information and guidelines can be found at:
https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts.
WORKING DAYS AND TIMES
• Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur
without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below
for details.
• Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal
within the traveled way.
• If the City determines the closure hours adversely affect traffic during the work, the City may require to
adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to
minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an
arterial street. (See WSDOT Functional Classification Map:
https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass)
• Applicant may request the City for consideration of extended or modified working hours. Such request
must be approved by the City before changing hours of work.
CLOSURES
• All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances).
More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street
closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of
the Renton Municipal Code (RMC).
• Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than
five (5) working days in advance of effective date and time, not including holidays, at location(s) as
identified in the TCP. Other methods of displaying the messages shall be approved by the City.
Page 5 of 6 | Published: 2/25/2025
• Road closure notice messages must include at least the following:
ROAD WILL BE CLOSED
MONTH/DAY – MONTH/DAY
_AM - _PM
• Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as
the impact of the closure to the public. Applicant shall submit detour plans for road closures to
accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road
closures shall require additional temporary traffic control including advance notification, approach and
detour signage.
• Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work
requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the
bags remain intact and shall replace damaged bags as needed or determined necessary by the City of
Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own
expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the
holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of
Renton Transportation Signal Maintenance (425-430-7423) prior to removal.
UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS
• Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require
Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated
by City Transportation for the impacts of traffic signal operations and safety.
• Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic
or pedestrian safety or travel.
• For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized
intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least
twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall
notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal
operations.
TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION
• Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for
each traffic signal controller to be programmed and tested by City Transportation staff before starting the
work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or
modification.
TEMPORARY NO-PARKING
• Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every
hundred (100) feet at least seventy-two (72) hours in advance of effective date and time.
• Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade
locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be
attached to each Temporary No Parking Sign on the project site.
• Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in
this TCP.
NIGHT WORK
• Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7-
8) for night work. Process may take up to twelve (12) weeks. More information can be found at
https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance.
• City may require night work for TCPs that have severe traffic impacts on arterial streets.
Page 6 of 6 | Published: 2/25/2025
• Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained
on an arterial street.
• Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will
functionally reduce an arterial or high-volume collector street to only one lane of traffic.
• The following configurations may require night work:
Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high
volume of left turns occur.
Work at traffic signals that requires shifting two directions of traffic into left turn pockets.
Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a
single approach to the intersection.
Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to
the intersection.
• If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to
confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential
alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the
TCP.
TRAFFIC CONTROL PLAN (TCP) FORMAT
• TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities
impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings,
taper tables and MUTCD illustrations, by themselves, are insufficient.
• Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility
relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable
sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on
the complexity of a project.
• TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase
when more than one TCP layout is submitted.
• TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which
consist of:
Map(s) showing the location of the project and work area.
All fonts shall be legible and a minimum 10-point font size.
All symbols of viewing or printing shall be clear and contrasting.
All streets shall be labeled, and layout must include a north arrow and scale.
Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc.
Show locations where the standard traffic control plans are applied.
EXISTING GATE
SE 2ND PL
17
17
U
N
I
O
N
A
V
E
S
E
EVERGREEN DR
18 18
U
N
I
O
N
A
V
E
S
E
18 18
U
N
I
O
N
A
V
E
S
E
18 18
16
16
J03
STOP
STOP
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD X'
≥
X'
≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
S/W
CLOSEDR9
-
9
DETOURM4
-
9
B
S/W
CLOSEDR9
-
9
DETOUR
M4
-
9
B
W20-7A CREW WILL USE ADA COMPLIANT
RAMPS FOR PEDESTRIAN DIVERSION
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
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
1 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
EXISTING GATE
SE 2ND PL
17
17
U
N
I
O
N
A
V
E
S
E
EVERGREEN DR
18 18
U
N
I
O
N
A
V
E
S
E
18 18
U
N
I
O
N
A
V
E
S
E
18 18
16
16
STOP
STOP
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD X'
≥
X'
≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W20-7A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
BE
PR
E
P
A
R
E
D
TO
ST
O
P
W3-4
X'≥X'≥X'≥
W20-7A
THE CREW SHALL CEASE
WORK AND ESCORT PEDESTRIANS
AROUND/THRU WORK AREA
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
2 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
VASHON AV
E
S
E
SE 1
S
T
P
L
EXISTING GATE
VA
S
H
O
N
A
V
E
S
E
SE 2ND PL
VA
S
H
O
N
A
V
E
S
E
17
17
SE 2ND PL
17
17
UN
I
O
N
A
V
E
S
E
EVERGREEN DR
18 18
UN
I
O
N
A
V
E
S
E
18 18
16
16
13 13
16 16
16
16
16
16
J01
STOP
STOP
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
W2
0
-
1
ROAD
WORK
AHEAD
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
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD
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
RO
A
D
WO
R
K
AH
E
A
D
BE
PR
E
P
A
R
E
D
TO
ST
O
P
W3-
4
X'≥
X'≥
X'≥
W2
0
-
7
A
S/
W
CL
O
S
E
D
R9-9
DE
T
O
U
R
M4-9B
S/W
CLOSEDR9
-
9
DETOUR
M4
-
9
B
W2
0
-
1
ROAD
WORK
AHEAD
W20-4
ON
E
L
A
N
E
RO
A
D
AH
E
A
D
X'≥X'≥
W20-7A
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
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
SOUNDENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
3 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
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:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
VASHON
A
V
E
S
E
SE
1
S
T
P
L
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
16
16
S
E
1
S
T
P
L
SE 2ND PL
V
A
S
H
O
N
A
V
E
S
E
17
17
SE 2ND PL
17
17
13 13
16 16
16
16
16 16
16
16
STOP
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
STOP
W20-1
RO
A
D
WO
R
K
AH
E
A
D
BE
PR
E
P
A
R
E
D
TO
ST
O
P
W3-4
X'≥X'≥X'≥
W20-7A
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD
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
W2
0
-
4
ONE LANE
ROAD
AHEAD X'
≥
X'
≥
X'≥
W2
0
-
7
A
S/W
CLOSEDR9
-
9
DETOURM4
-
9
B
S/W
CL
O
S
E
D
R9-9
DE
T
O
U
R
M4-
9
B
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
W20-1
RO
A
D
WO
R
K
AH
E
A
D
BE
PR
E
P
A
R
E
D
TO
ST
O
P
W3-4
X'≥X'≥X'≥
W20-7A
CREW WILL USE ADA COMPLIANT
RAMPS FOR PEDESTRIAN DIVERSION
Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
4 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
VASHON
A
V
E
S
E
SE
1
S
T
P
L
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
16
16
S
E
1
S
T
P
L
SE 2ND PL
V
A
S
H
O
N
A
V
E
S
E
17
17
SE 2ND PL
17
17
13 13
16 16
16
16
16 16
16
16
V01
STOP
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
STOP
W20-1
RO
A
D
WO
R
K
AH
E
A
D
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
BE
PR
E
P
A
R
E
D
TO
ST
O
P
W3-4
X'≥X'≥X'≥
W20-7A
S/W
CL
O
S
E
D
R9-
9
DE
T
O
U
R
M4-
9
B
S/W
CLOSEDR9
-
9
DETOUR
M4
-
9
B
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
W20-1
RO
A
D
WO
R
K
AH
E
A
D
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
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
5 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
VASHON
A
V
E
S
E
SE
1
S
T
P
L
SE 1ST PL
16
16
S
E
1
S
T
P
L
16 16
16
16
16 16
16
16
V02
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
STOP
W20-1
RO
A
D
WO
R
K
AH
E
A
D
S/W
CLOSEDR9
-
9
DETOURM4
-
9
B
S/
W
CL
O
S
E
D
R9-9
DE
T
O
U
R
M4-9B
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
CREW WILL USE ADA COMPLIANT
RAMPS FOR PEDESTRIAN DIVERSION
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
W20
-
4
ON
E
L
A
N
E
RO
A
D
AH
E
A
D
X'≥
X'≥
W20
-
7
A
W2
0
-
1
ROAD
WORK
AHEAD
Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
6 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
16
16
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
VASHON AV
E
S
E
SE 1
S
T
P
L
VASHON AVE SE
16
16
SE 1ST PL
16
16
SE
1
S
T
P
L
16 16
16
16
1
6
16
16 16
16
16
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
STOP
S/
W
CL
O
S
E
D
R9-9
DE
T
O
U
R
M4-9B
S/
W
CL
O
S
E
D
R9-9
DE
T
O
U
R
M4-9B
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
CREW WILL USE ADA COMPLIANT
RAMPS FOR PEDESTRIAN DIVERSION
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
W20-4
ON
E
L
A
N
E
RO
A
D
AH
E
A
D
X'≥X'≥
W20-7A
W2
0
-
1
ROAD
WORK
AHEAD
X'≥
Project Address:
Page
PSE PUGET
SOUNDENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
7 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
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:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
16
16
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
VASHON AV
E
S
E
VASHON AVE SE
BR
E
M
E
R
T
O
N
A
V
E
S
E
BR
E
M
E
R
T
O
N
P
L
S
E
16
16
SE 1ST PL
16
16
SE
1
S
T
P
L
16
16
16
16
16 16
16 16
16 16
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
STOP
S/
W
CL
O
S
E
D
R9-9
CR
O
S
S
H
E
R
E
S/
W
C
L
O
S
E
D
AH
E
A
D
R9-11
S/
W
CL
O
S
E
D
R9-9
CR
O
S
S
H
E
R
E
S/
W
C
L
O
S
E
D
AH
E
A
D
R9-11
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
W2
0
-
1
ROA
D
WOR
K
AHE
A
D
BEPRE
P
A
R
E
D
TO
STO
P W3
-
4
X'≥
X'≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORK
AHEAD
BE
PR
E
P
A
R
E
D
TO
ST
O
P
W3-4
X'
≥
X'≥X'≥
W20-7A
W2
0
-
1
ROAD
WORK
AHEAD
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
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
Project Address:
Page
PSE PUGET
SOUNDENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
8 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
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:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
16
16
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
VASHON AV
E
S
E
VASHON AVE SE
BR
E
M
E
R
T
O
N
A
V
E
S
E
BR
E
M
E
R
T
O
N
P
L
S
E
16
16
SE 1ST PL
16
16
SE
1
S
T
P
L
16
16
16
16
16 16
16 16
16 16
V03
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
STOP
S/
W
CL
O
S
E
D
R9-9
CR
O
S
S
H
E
R
E
S/
W
C
L
O
S
E
D
AH
E
A
D
R9-11
S/
W
CL
O
S
E
D
R9-9
CRO
S
S
H
E
R
E
S/W
C
L
O
S
E
D
AHE
A
D
R9
-
1
1
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
W2
0
-
1
ROA
D
WOR
K
AHE
A
D
BEPRE
P
A
R
E
D
TO
STO
P W3
-
4
X'≥
X'≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORK
AHEAD
BE
PR
E
P
A
R
E
D
TO
ST
O
P
W3-4
X'
≥
X'≥X'≥
W20-7A
W2
0
-
1
ROAD
WORK
AHEAD
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
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
Project Address:
Page
PSE PUGET
SOUNDENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
9 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
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:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
16
16
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
VASHON AV
E
S
E
VASHON AVE SE
BR
E
M
E
R
T
O
N
A
V
E
S
E
BR
E
M
E
R
T
O
N
P
L
S
E
16
16
SE 1ST PL
16
16
SE
1
S
T
P
L
16
16
16
16
16 16
16 16
16 16
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
STOP
S/
W
CL
O
S
E
D
R9-9
DE
T
O
U
R
M4-9B
S/W
CLO
S
E
D
R9
-
9
DET
O
U
R
M4
-
9
B
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
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
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
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
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
CREW WILL USE ADA COMPLIANT
RAMPS FOR PEDESTRIAN DIVERSION
J04
Project Address:
Page
PSE PUGET
SOUNDENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
10 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
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:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
16
16
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
VASHON AVE SE
B
R
E
M
E
R
T
O
N
A
V
E
S
E
B
R
E
M
E
R
T
O
N
P
L
S
E
B
R
E
M
E
R
T
O
N
P
L
S
E
N
E
1
S
T
P
L
16
16
16 16
16 16
16 16
16
16
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
S/W
CLOSED
R9
-
9
CRO
S
S
H
E
R
E
S/W
C
L
O
S
E
D
AHE
A
D
R9
-
1
1
C
R
O
S
S
H
E
R
E
S
/
W
C
L
O
S
E
D
R9-11
A
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
STOP
STOP
STOP
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD X'
≥
X'
≥
X'≥
W2
0
-
7
A
W
2
0
-
1
RO
A
D
WO
R
K
AH
E
A
D
BE
PR
E
P
A
R
E
D
TO
STO
P
W
3
-
4
X'≥
X'≥
X'≥
W
2
0
-
7
A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
BE
PR
E
P
A
R
E
D
TO
ST
O
P
W3-4
X'≥X'≥X'≥
W20-7A
W2
0
-
1
ROA
D
WOR
K
AHE
A
D
W2
0
-
4
ONE
L
A
N
E
ROA
D
AHEA
D
X'≥
X'≥
X'≥
W2
0
-
7
A
C/W
CL
O
S
E
D
R9-3
DE
T
O
U
R
M4-9B
Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
11 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
V04
16
16
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL VASHON AVE SE
B
R
E
M
E
R
T
O
N
A
V
E
S
E
B
R
E
M
E
R
T
O
N
P
L
S
E
B
R
E
M
E
R
T
O
N
P
L
S
E
N
E
1
S
T
P
L
16
16
16 16
16 16
16 16
16
16
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
CR
O
S
S
H
E
R
E
S/
W
C
L
O
S
E
D
R9-11A
C
R
O
S
S
H
E
R
E
S/
W
C
L
O
S
E
D
R9-1
1
A
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
STOP
STOP
STOP
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORK
AHEAD
X'
≥
W
2
0
-
1
RO
A
D
WO
R
K
AH
E
A
D
W20-1
RO
A
D
WO
R
K
AH
E
A
D
BE
PR
E
P
A
R
E
D
TO
ST
O
P
W3-4
X'≥X'≥X'≥
W20-7A
W2
0
-
1
ROA
D
WOR
K
AHE
A
D
W2
0
-
4
ONE
L
A
N
E
ROAD
AHEA
D
X'≥
X'≥
X'≥
W2
0
-
7
A
BE
PREPARED
TO
STOP
W3
-
4
X'
≥
X'≥
W2
0
-
7
A
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
12 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
J02
16
16
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
B
R
E
M
E
R
T
O
N
A
V
E
S
E
B
R
E
M
E
R
T
O
N
P
L
S
E
B
R
E
M
E
R
T
O
N
P
L
S
E
N
E
1
S
T
P
L
16
16
16
16
16 16
16 16
16 16
16
16
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
S/W
CLOSEDR9
-
9
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
STOP
STOP
W2
0
-
1
ROAD
WORK
AHEAD
BE
PREPARED
TO
STOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD X'
≥
X'
≥
X'≥
W2
0
-
7
A
W
2
0
-
1
RO
A
D
WO
R
K
AH
E
A
D
BE
PR
E
P
A
R
E
D
TO
STO
P
W
3
-
4
X'≥
X'≥
X'≥
W
2
0
-
7
A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
X'≥
W2
0
-
1
ROA
D
WOR
K
AHE
A
D
X'≥
STOP
STOP
VASHON AVE SE
BE
PR
E
P
A
R
E
D
TO
ST
O
P
W3-4
X'≥X'≥
W20-7A
DETOURM4
-
9
B
S/W
CLO
S
E
D
R9
-
9
DET
O
U
R
M4
-
9
B
CREW WILL USE ADA COMPLIANT
RAMPS FOR PEDESTRIAN DIVERSION
Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
13 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
16
16
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
VASHON AV
E
S
E
VASHON AVE SE
BR
E
M
E
R
T
O
N
A
V
E
S
E
BR
E
M
E
R
T
O
N
P
L
S
E
16
16
SE 1ST PL
16
16
SE
1
S
T
P
L
16
16
16
16
16 16
16 16
16 16
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
S
/
W
C
L
O
S
E
D
R9-9
C
R
O
S
S
H
E
R
E
S
/
W
C
L
O
S
E
D
A
H
E
A
D
R9-11
CROS
S
H
E
R
E
S/W C
L
O
S
E
D
R9
-
1
1
A
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
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
STOP
STOP
W20-1
RO
A
D
WO
R
K
AH
E
A
D
BE
PR
E
P
A
R
E
D
TO
ST
O
P
W3-4
X'≥X'≥X'≥
W20-7A
W2
0
-
1
ROAD
WORK
AHEAD
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
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
PLACE AT THE
INTERSECTION
WITH SE 1ST PL
Project Address:
Page
PSE PUGET
SOUNDENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
14 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
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:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
16
16
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
VASHON AV
E
S
E
VASHON AVE SE
BR
E
M
E
R
T
O
N
A
V
E
S
E
BR
E
M
E
R
T
O
N
P
L
S
E
16
16
SE 1ST PL
16
16
SE
1
S
T
P
L
16
16
16
16
16 16
16 16
16 16
V05
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
S/
W
CL
O
S
E
D
R9-9
C
R
O
S
S
H
E
R
E
S
/
W
C
L
O
S
E
D
A
H
E
A
D
R9-11
C
R
O
S
S
H
E
R
E
S/
W
C
L
O
S
E
D
A
H
E
A
D
R9-
1
1
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
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
STOP
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W2
0
-
4
ONE
L
A
N
E
ROA
D
AHEA
D
X'
≥
X'≥
X'≥
W2
0
-
7
A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
PLACE AT THE
INTERSECTION
WITH SE 1ST PL
S/
W
CL
O
S
E
D
R9
-
9
Project Address:
Page
PSE PUGET
SOUNDENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
15 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
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:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
16
16
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
VASHON AV
E
S
E
SE 1
S
T
P
L
VASHON AVE SE
16
16
SE 1ST PL
16
16
SE
1
S
T
P
L
16 16
16
16
1
6
1
6
16 16
16
16
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
S/
W
CL
O
S
E
D
R9-9
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
W20
-
1
RO
A
D
WO
R
K
AH
E
A
D
W2
0
-
1
ROAD
WORK
AHEAD
W20-4
ON
E
L
A
N
E
RO
A
D
AH
E
A
D
X'≥X'≥
X'≥
W20-7A
STOP
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W2
0
-
4
ONE
L
A
N
E
ROAD
AHEA
D
X'≥
X'≥
W2
0
-
7
A
W20-1
R
O
A
D
W
O
R
K
A
H
E
A
D
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
DE
T
O
U
R
M4-9B
S
/
W
C
L
O
S
E
D
R9-9
D
E
T
O
U
R
M4-9
B
CREW WILL USE ADA COMPLIANT
RAMPS FOR PEDESTRIAN DIVERSION
Project Address:
Page
PSE PUGET
SOUNDENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
16 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
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:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
16
16
VA
S
H
O
N
A
V
E
S
E
VASHON AV
E
S
E
SE 1
S
T
P
L
SE
1
S
T
P
L
SE 2ND PL
VA
S
H
O
N
A
V
E
S
E
17
17
SE 2ND PL
17
17
13 13
16 16
16
16
16 16
16
16
V06
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
S
/
W
C
L
O
S
E
D
R9-9
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
STOP
DE
T
O
U
R
M4-9B
S/
W
CL
O
S
E
D
R9-9
DE
T
O
U
R
M4-9B
CREW WILL USE ADA COMPLIANT
RAMPS FOR PEDESTRIAN DIVERSION
STOP
W2
0
-
1
ROA
D
WOR
K
AHE
A
D
W2
0
-
4
ONE
L
A
N
E
ROA
D
AHEA
D
X'≥
X'≥
X'≥
W2
0
-
7
A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
W2
0
-
1
ROAD
WORK
AHEAD
BE
PREPARED
TO
STOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
Project Address:
Page
PSE PUGET
SOUNDENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
17 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
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:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
16
16
VA
S
H
O
N
A
V
E
S
E
VASHON AV
E
S
E
SE 1
S
T
P
L
SE
1
S
T
P
L
SE 2ND PL
VA
S
H
O
N
A
V
E
S
E
17
17
SE 2ND PL
17
17
13 13
16 16
16
16
16 16
16
16
STOP
FR
O
M
TO
TO
W
A
W
A
Y
A
R
E
A
PH
O
N
E
6
8
4
-
5
4
4
4
NA
M
E
O
F
F
I
R
M
X
X
X
-
X
X
X
-
X
X
X
X
NO
P
A
R
K
I
N
G
PLACE SIGNS BOTH
SIDES OF WORK AREA
S/W
CL
O
S
E
D
R9-9
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
STOP
DE
T
O
U
R
M4-
9
B
S/
W
CL
O
S
E
D
R9-9
DE
T
O
U
R
M4-9B
CREW WILL USE ADA COMPLIANT
RAMPS FOR PEDESTRIAN DIVERSION
STOP
W2
0
-
1
ROA
D
WOR
K
AHE
A
D
W2
0
-
4
ONE
L
A
N
E
ROAD
AHEA
D
X'≥
X'≥
X'≥
W2
0
-
7
A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
4
ONE LANE
ROAD
AHEAD X'
≥
X'
≥
X'≥
W2
0
-
7
A
Project Address:
Page
PSE PUGET
SOUNDENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
18 OF 184108 SE 2nd Pl, Renton
0
12022684
11/19/2025
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton 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
WORK PIT
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:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026
flaviana.rodriguesnunes@pse.com
(425)424-7386
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
OVERHEAD APPARATUS
"When performing planned work on a pole with an existing transformer or device, the Service
Provider will change out bolted connectors to pressed connectors". Use unit 1-3A to charge
time.
If you are working on a pole with the pole ground connected with a hot tap, replace it. If the
transformer has split bolts on the secondary neutral or services, replace them. If the primary
neutral is connected with a hot tap, replace it. If the transformer bank has a 2-bolt connector on
the neutral bus, replace it.
PSE GENERAL SPECIFICATIONS
General
- All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards
are available upon request.
- Work sites shall be kept clear of debris and all construction materials, equipment and
packing shall be removed daily.
- Return all unused and removed poles, transformers and hardware to PSE, storeroom. All
copper shall be coiled and returned the day it is removed from the poles. Remove all unused
pins and insulators.
- Return all Street lights, area lights and floodlights.
- All fault indicators will be maintained in their current location on the 1/0 cables upon
completion of the job. If it is noted to remove any of the indicators they shall be returned to
local PSE first response department for re-issue.
Preconstruction
- Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by
permitting agency, in advance of starting work in Right-of-way involving a Permit.
- All system switching shall be approved by System Operations (425-882-4652) a minimum
of 48 hours in advance.
- Notify customers of all outages 48 hours in advance.
Work Drawings & Documents
- Field design changes shall be approved by Project Manager or Engineer.
- Mark all field changes, equipment ID numbers and Underground cable information in red on
Foreman's copy of work sketch.
- Return one Foreman's copy of work sketch to Project Manager at completion of job.
- When permits are required, a copy shall be available on work site at all times.
Safety
- Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements.
- Refer to PSE standards 6275.9050 for personal protective grounding requirements.
- Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements.
- Proper line clearances shall be taken at the beginning, and released at the end, of each
work day, or as otherwise instructed by the System Operator.
Traffic /Pedestrian control notes
- Utilize flagging and other vehicle traffic control as necessary and in conformance with local
traffic regulations.
-The uniform code of traffic control shall be adhered to at all times..
-Provide signs, barricades, and traffic control in conformance with local permit regulations.
-Provide route for pedestrians when working on or near sidewalks.
-Maintain traffic flow as required by permitting agency.
NOTE: Completely rebuild terminations. EXCEPTION: DO NOT REPLACE CUTOUTS
UNLESS THEY ARE THE OLDER "BOX TYPE" OR 50 AMP "TRIP LINK" TYPE CUTOUT.
REPLACE J-BOXES IF REQUIRED. UTILIZE FEED-THRU T.U.T.s AND REMOVE
J-BOXES IF POSSIBLE. REPLACE ALL TRANSFORMER JUMPERS WITH NEW 1/0
JACKETED CABLE.
UNDERGROUND CONSTRUCTION
Additional notes to standards.
-Erosion control must be placed before construction starts. Silt bags must be installed in
downstream catch basins.
Existing Utilities:
Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point
of crossing. Protect underground utilities during excavation. Use hand excavation methods if
necessary to avoid damage to existing utilities. Fabricate and install adequate temporary
structures to support and protect underground utilities while exposed during construction.
Maintain 6" minimum clearance at crossings between existing utilities and new duct
installations. Transition trench or tunnel profile gradually as required at crossings. Maintain
24" minimum separation between new trench or tunnel and parallel existing utilities or as
required by the permit agency.
Excavation
- Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of
36" of cover for primary conductors and 24" of cover for secondary conductors.
- Road crossings and all trenches within the Right-of-way shall be of sufficient depth to
provide a minimum of 36" of cover for all conductors or as required by the permitting Agency.
- No rocks larger than 8" shall be included in backfill.
- Back fill in road crossings and within the Right-of-way shall be compacted to 95% density or
as required by the permitting Agency.
- Restore all excavated areas to original condition.
Vaults & Hand holes
- Refer to PSE standard 6775.0040 "Vault and Hand hole Installation"
- Vaults shall be placed level and 2" above final grade in landscaped areas and flush with
final grade when placed in hard surface areas.
- A minimum 6" bed of 5/8" crushed rock shall be placed under all vaults.
- All conduit entrances shall be grouted.
Conductors & Conduit
- Refer to PSE standard 6800.6000 "PVC Conduit Installation".
- Unless splices are called for, or otherwise noted or approved, conduit risers shall be
plumbed directly to road crossing conduits.
- Install insulating caps on all unused primary bushings.
- Civil crew to install Conduit plug on each end until new cable to be installed.
- All "spare" conduits shall be capped at each end.
Surface Restoration
Restore ground surface to original contour and original condition or better. Restore asphalt
and concrete in accordance with requirements of local permitting agency. Cold patch or plate
trench when necessary. Leave area in its original state or better at the end of construction.
SCOPE OF WORK
The general scope of this project is to remediate primary cables within the project area by the most economic
means possible using replacement, or abandonment.
The project involves replacing existing electrical cables in new conduit.
Project type : Planned
Project location : 4114 SE 1ST PL, RENTON, WA 98059
Number of Cables : 11
Cable Footage Estimated : 4,693'
Cable Numbers Injected : 0
Cable Numbers Repaired : 0
Cable Numbers Abandoned : 0
Cable Numbers Replaced : 30054, 30053, 30055, 30056, 30057, 30058, 30059, 30060, 30043, 30044, 30045
Trench Footage Estimated : 4,693'
There will be an advance notice provided by the contractor
24-hour advance notice of no parking in work areas. Access will be maintained to all residences and their
driveways. When work is occurring directly in front of driveways, the contractor will work with the residence to
manage access.
Traffic Revisions
Flagging crews will maintain one lane; flaggers will assist vehicles alternating through the roadway during work
hours.
For more information on the project
24-hour project information (888) 471-7339, (360) 825-5236
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
No
No
No
Yes
Yes
Yes
"Flagging Required"
"Outages Required"
"Locates Required"
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
EROSION & SEDIMENT CONTROL REQUIREMENTS
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
POTELCO DESIGN AND
Signature _________________________________________
Print Name _________________________________________
This design complies with PSE
Any/all variations have been
Design/Engineering Standards.
QUALITY ASSURANCE
pre-approved/documented by the
appropriate PSE Representative.
Date _________________
JOB SITE
JOB SITE
MAKE NO CHANGES TO THIS JOB WITHOUT PRIOR APPROVAL
Notify Customers and Service Area
48 HRS Prior To Planned Outages
ORDER#NOTIF#PROJECT PHASE
MAINTENANCE
O & M
SUPERIOR
FAILED SILICONE
REMOVAL
EXPENSE
12022684 101186789
N/A
108164751
OVERHEAD CIRCUIT: MAP # .
SCALE 6" = 1 MILE
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
C. YLENNI 253-720-9700 07/08/25
A. NAWFAL 253-509-7147 07/08/25
N/A N/A N/A
C. RAVANERA 253-308-8956 07/08/25
REQ-CITY OF RENTON
PRE-13 SE 1ST PL CRP 2027
CABLE REMEDIATION PROGRAM
4108 SE 2ND PL, RENTON, WA 98059
N/A N/A
N/A 101186789
AS NOTED 1 OF 5
KING N/A N/A QSEPRE
NW 15-05-23 N/A N/A
2305E058 2305E088 2305E058 PRE-13
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
Potelco, Inc.DESIGNED BY
10
1
1
8
6
7
8
9
INDEX
PAGE 1 - GENERAL NOTES
PAGE 2 - SITE PLAN
PAGE 3 - PRE AND POST CONSTRUCTION UG MAPS
PAGE 4 - PRIMARY CABLE & CONDUIT DIAGRAM
PAGE 5 - EXISTING CABLE MAPPING
Overflow
Filter fabric walls for
Catch Basin Grate
dewatering sedimentCollected Sediment
Catch Basin Insert
MID 9995728
Filter fabric skirt
Secured with grate.
EROSION CONTROL
NOT TO SCALE
2305E088
LEGEND
SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV
THREE PHASE WIRE/CABLE - 12.5 KV
CABLE TERMINATION BUS (J-BOX)
NEW OVERHEAD TO UNDERGROUND CABLE
OVERHEAD TO UNDERGROUND CABLE TERM.
10T, 15T, 25T, 40T, 100T - INDICATES FUSE SIZE
TOTAL UNDERGROUND XFMR (T.U.T.)
NEW COMBINATION J-BOX/PADMOUNT XFMR
UNDERGROUND COMBINATION J-BOX/XFMR
N.T.S. = NOT TO SCALE
X.F.M.R. = TRANSFORMER
P.E. = POLYETHYLENE
ABBREVIATIONS
PRIMARY METERING
CABLE SPLICE
FAULT INDICATOR
WILL NOT PHASE (WNØ)
NORMAL OPEN (N.O.)
FUSED DISCONNECT:
SOLID BLADE DISCONNECT
HANDHOLE
PULL VAULT
UNDERGROUND SWITCH
UNDERGROUND J-BOX
NEW PADMOUNT XFMR
NEW UNDERGROUND XFMR
PAD MOUNT XFMR
ELECTRONIC MARKER
COMBINATION J-BOX/PADMOUNT XFMR
NEW UNDERGROUND COMBINATION J-BOX/XFMR
TERMINATION
CABLE TO REPLACE
PROPERTY LINE
RIGHT OF WAY
CENTERLINE
EASEMENT
CL
CABLE TO CUT AND ABANDON
Conduit
Excavated Dirt Pile
ROADSIDE
Final Grade
24" Min
(ROW) 36" MIN Cover
(PVT PROP)
36" MIN
48"
Max
Backfill
(No rocks over 8" diameter)
3" Bedding Clean Native Soil, Sand or 5/8" Minus
12" Typical
TRENCH DETAIL
NOT TO SCALE
12" Min Shading Clean Native Soil, Sand or 5/8" Minus
- A 3" layer of sand, 5/8" minus or clean shading is allowed when excavated native material contains rocks no larger than 8" in diameter.
Trench and backfill requirements for primary electric line extension trenches
- A 12" layer of sand, 5/8" minus or clean shading is required when excavated native material contains rocks up to 8" in diameter.
FOREMAN TO CONTACT REGIONAL CONSTRUCTION MANAGER FOR COVER DEVIATIONS FROM THIS DETAIL
PHOTOS AND DETAILED NOTES SHALL BE PROVIDED BY FOREMAN
12"
MIN
48" MAX
36" MIN
EXISTING
PAVEMENT / SIDEWALK
VERTICAL SAW
CUT LINE
CRUSHED SURFACING
MATERIAL COMPACT
TO 95% MAX DENSITY.
EXCAVATION AND HARD RESTORATION DETAIL
NOT TO SCALE
12" MIN
3" Sand Bedding or 5/8" Minus
12" Min Sand Shading or 5/8" Minus
12" MIN
ASPHALT PATCH, 2" MIN
MATCH EXISTING
Conduit
(ROW) 36" MIN
(PVT PROP)
36" MIN
For contacts below dial 1-888-CALL PSE (225-5773)
Contact Information
PSE: PLANNER
355 - 110TH AVE NE
BELLEVUE, WA 98004
STEPHEN HARTNETT
425-283-9970
ABANDONING PRIMARY CABLES PSE std. 6825.6200
In a Vault if the cable is
______________________________________________________________________________________
In conduit, -Remove the cable
______________________________________________________________________________________
Not in conduit or it cannot be pulled out, -Cut the cable off approximately one foot
from the vault wall. Install a cap on the tail.
-When practical, attach the old cable
number to the cable stub.
______________________________________________________________________________________
In a Minipad hand hole
______________________________________________________________________________________
In conduit, -Remove the cable
______________________________________________________________________________________
Not in conduit or it cannot be pulled out, -Cut the cable off as much as practical. Install a cap on the tail.
-When practical, attach the old cable number to
the cable stub.
-Stuff the tail into the bottom of the
handhole. Be sure the new cables are not
trapped by the old cables or the concentric
neutrals.
______________________________________________________________________________________
At Risers if the cable is
______________________________________________________________________________________
In Conduit -Remove Cable
______________________________________________________________________________________
Direct buried or it cannot be pulled out, -Cut off the cable at the top of the riser. Install a cap on the tail.
and the pole will remain. -When practical, attach the old cable number to the cable stub.
______________________________________________________________________________________
DIRECT BURIED
Direct buried or it cannot be pulled out, -Remove the riser.
and the pole will be replaced -Cut off old cable just below grade.
-Re-fill ground back to existing grade.
______________________________________________________________________________________
DIRECT BURIED
Direct buried or it cannot be pulled out, -Cut off the cable just below grade.
and the pole will be removed
______________________________________________________________________________________
NOTE: If the pole is to be replaced, remove the abandoned riser and elbow, and stand off brackets
(unless they support other conduits).
NOTE: If the riser is made of transite material, it shall be removed following procedures in standard 0100.5000,
"Transite Pipe Removal and Disposal."
_______________________________________________________________________________________
-Remove (not abandon) aboveground transite riser when it is encountered in the field. Belowground transite may be left in
place and backfilled. (Transite is a mixture of asbestos and cement. It is nonmetallic, flame-retardant, and resistant
to moisture, low temperature, and corrosive agents).
-For removal use an approved certified abatement contractor. Call the Environmental Services Department 24-hour pager
(206-994-3186) to have a contractor dispatched.
Procedure to Abandon Primary Cables:
1. Call the Systems Operator to request a clearance.
2. Follow the directions to ensure the cable is de-energized, apply proper tags as specified in Standard Practice
0201.1011, "Switching and Clearances Handbook," and report back to the Systems Operator.
3. Obtain a clearance from the Systems Operator on the cable to be abandoned.
4. Cut the ends of the cable.
5. The cable number tag may be left on the abandoned cable.
NOTE: The cable number shall not be reused.
6. Call the Systems Operator and release the clearance.
7. Remove all "Danger Do Not Operate" tags.
8. The System Operator will then close the O# (Operations number).
Existing System:
Maintain existing electrical system in service until new system is complete, tested, and ready for service. Disable
existing system only to make cutovers and connections as directed by PSE System Operator.
Trench Method:
CABLE REPLACEMENT
Approximate Trench Footage:
Abandon Cable Segments:
Approximate New 1Ø/3Ø pri. Cable Footage:
Approximate 2"/4" Poly Conduit Footage:
Replaced Cable Segments:
BORE
3,075'
20'/3,055'
0
11
3,520'/465'
Vaults:
3,380'/445'
Approximate Trench PVT/ROW:
1
FOREMAN (CHECK BOX WHEN COMPLETED)
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
Field Changes RED-LINED on As-built.
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Foreman's Signature _______________________________________________
Print Name ___________________________________ Date ______________
Material VERIFIED and CHANGES noted on Paperwork.
Total PRIMARY Cable noted on As-built.
Company ID#'s RECORDED in correct location on As-built.
Deviations noted on the As-built and their reason.
I certify that the work performed meets PSE's standards and procedures
and that all quality requirements are met.
VICINITY MAP
CARLOS CHAVEZ
07/14/25
C. CHAVEZ 253-691-2840 07/14/25
SE 2ND PL(PAVED)
SE 2ND PL
BR
E
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(
P
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BRE
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104 4126
4130 4134 4202 4206 4210 4214 4304
4308 4312
107
103
100
123
102108
114
118
202
229
223
129
235
208
214
220
226
232
238
244
250
4206
4212 4218
4102 4108
249
243
4106
4110
4114
4118
4122
101
4111 4117 4203
4207 4211
4215
4305
4309
115
201207
213219
225
2314109
P#2525000760 P#2525000240
P#2525000230 P#2525000220 P#2525000210
P#2525000200 P#2525000190
P#2525000250
P#2525000260
P#2525000270
P#2525000280
P#2525000290
P2525000740 P#2525000730
P#2525000720
P#2525000300
P#2525000310
P#2525000460
P#2525000330P#2525000320 P#2525000340
P#2525000350 P#2525000360
P#2525000450
P#2525000440 P#2525000430
P#2525000420
P#2525000370
P#2525000380 P#2525000390
P#2525000400
P#2525000410
P#2525000180 P#2525000170 P#2525000160
P#2525000150
P#2525000140
P#2525000130
P#2525000120
P#2525500250
P#2525000590
P#2525000600
P#2525000760
P#2525000760
P2525000760
P#2525000530
P#2525000540
P#2525000550
P#2525000560
P#2525000570
P#2525000520
P#2525000510
P#2525000500
P#2525000490
P#2525000480
P#2525000470
P#2525000710
P#2525000700
P#2525000680 P#2525000670
P#2525000770
P#2525000580
4302
P#2525000670
4308
P#2525000660
4314
P#2525000650
241
P2525000640
228
P#2525000040
234
P#2525000030
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/WD/WD/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
D/W
D/W
SE 1ST PL (PAVED)
SE
1
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T
P
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P
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)
VA
S
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A
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E
(
P
A
V
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D
)
EOP=35'
ROW=60'
EOP=30'
ROW=50'
EOP=30'
ROW=50'
EOP=30'
ROW=50'
EOP=30'
ROW=50'
EOP=30'
ROW=50'
VA
S
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A
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(
P
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)
BP-2
8
BP-10 BP-11
BP-12 BP-13
BP-15
BP-21
BP
-
2
0
BP-4
BP-18
BP-24
BP-26
BP-27
BP-22
BO
R
E
~
1
8
0
'
OPEN TRENCH ~ 5'
BO
R
E
~
1
6
5
'
BORE ~ 40'
BOR
E
~
6
0
'
BORE ~ 65'
BORE ~ 180'BORE ~ 190'
BORE ~ 150'
OPEN TRENCH ~ 45'
OPEN TRENCH ~ 50'
OPEN TRENCH ~ 10'
BO
R
E
~
1
2
5
'
ROW=50'
EOP=30'
ROW=50'
BORE ~95'
BOR
E
~
6
5
'
BORE ~ 1
5
5
'
BORE ~95
'
OPEN TRE
N
C
H
~
5
'
OPEN TRENCH ~ 50'
R0W=50'
BP-14
BP-17
EOP=40'
ROW=60'201
P#1623059015
121
P#1623059067
117
P#1623059092
103
P#1623059096
215
P#1623059086
201
P#1623059015
UN
I
O
N
A
V
E
S
E
(
P
A
V
E
D
)
BP-1
OPEN TRENCH ~ 15'
BORE ~ 220'
OPEN TRENCH ~ 10'
BO
R
E
~
2
0
0
'
BP-2
BP-3
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/WD/WD/W
D/W
A
D
A
S/W
S
/
W
S/W S/W
S/W
S/
W
S/W
S
/
W
S/W
D/W
AD
A
AD
A
NEW 4'8"
SQ J-BOX
ROW=50'
EOP=30'
BP-5
BP-6
BP
-
7
BP-
9
BP
-
8
D/WOPEN TRENCH ~ 5'
OPEN TRENCH ~ 5'
BP-1
6
BP-19
BP-22
BP-25
BORE ~ 75'
EOP=30'
B
O
R
E
~
7
0
'
BO
R
E
~
6
0
'
OPEN
T
R
E
N
C
H
~
3
5
'
EOP=30'
OPEN TRENCH ~ 25'
BO
R
E
~
1
1
0
'
BO
R
E
~
7
5
'
BP-2
3
BORE ~ 55'
BORE ~60'
BOR
E
~
6
0
'
BO
R
E
~
6
5
'
BP-2
9
S/W
S/W
BORE
~
1
3
0
'
BORE ~ 60'
BORE ~ 50'
SITE PLAN
SCALE: 1:50
CIRCUIT FEET REMOVED: 3,713'
CIRCUIT FEET ADDED: 3,825'
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
C. YLENNI 253-720-9700 07/08/25
A. NAWFAL 253-509-7147 07/08/25
N/A N/A N/A
C. RAVANERA 253-308-8956 07/08/25
REQ-CITY OF RENTON
PRE-13 SE 1ST PL CRP 2027
CABLE REMEDIATION PROGRAM
4108 SE 2ND PL, RENTON, WA 98059
N/A N/A
N/A 101186789
AS NOTED 2 OF 5
KING N/A N/A QSEPRE
NW 15-05-23 N/A N/A
2305E058 2305E088 2305E058 PRE-13
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
10
1
1
8
6
7
8
9
Potelco, Inc.DESIGNED BY
Electric Cable in HDPE Conduit
Final Grade
24" Typical
(6" Min)
36" Min
Cover
Backfill shall not damage the conduit.
Backfill hard surface w/
while directional drilling
36" Min
Depth
Final Grade
24" Typical
(6" Min)
8'
L
o
n
g
crushed rock 5/8 minus
Backfill soft surface with
clean natural material
PLAN VIEWTYPICAL BORE COVER
Will maintain 36" Min. depth
BORE PIT DETAIL
NOT TO SCALE
BORE PIT
POT HOLE
*NOTE:BORE PITS, TRENCH HATCHING & POTHOLES ARE NOT
SHOWN TO SCALE FOR VISUAL PURPOSES. PLEASE SEE BORE
PIT DETAIL FOR TYP. BORE PIT & TRENCH DIMENSIONS.
4" Min Shading Clean Native
Soil, Sand or 5/8" Minus
2" Min Bedding Clean Native
Soil, Sand or 5/8" Minus
UNITS OF PROPERTY
INSTALL ONLY
CROSSARMS
MATERIAL QTY
DIST. WOOD
DIST. FIBERGLASS
DIST. STEEL
DIST. OTHERS
TRANS. WOOD
TRANS. FIBERGLASS
TRANS. STEEL
TRANS. OTHERS
UNITS OF PROPERTY
INSTALL ONLY
LINE FIXTURES
MATERIAL QTY
DIST. ARRESTERS
DIST. CUTOUTS
DIST. INSULATORS
TRANS. ARRESTERS
TRANS. INSULATORS
UNITS OF PROPERTY
REMOVAL ONLY
MATERIAL QTY
DIST. ARRESTERS
DIST. CUTOUTS
DIST. INSULATORS
TRANS. ARRESTERS
TRANS. INSULATORS
CROSSARMS
MAPS & RECORDS NOTE:
1) UPDATE THE LOCATION OF THE FOLLOWING EQUIPMENT.
J01 IS APPROX. 8' NORTH & 18' WEST OF EXISTING PSE MAPS LOCATION.
J02 IS APPROX. 5' NORTH & 12' EAST OF EXISTING PSE MAPS LOCATION.
J03 IS APPROX. 33' NORTH & 10' WEST OF EXISTING PSE MAPS LOCATION.
VAULT & EQUIPMENT TABLE
SITE GRID
NUMBER VAULT SIZE & COVER TYPE & SIZE
EQUIPMENT IN VAULT
PRIMARY
BUSHINGS TRANSFORMER
ID NUMBERS
(COMPANY ID)
REMARKS
LB DC
J04
NEW
317894
167207
HH 4'-8" X 4'-8" X 3'-6"
W/3' DPC H20
MATID:7663900,
9996161
J-BOX BELOW GRADE
W/ 2-4 POS. J-BUS
MATID: 7625900
4 4
ADD ADDITIONAL 1-4 POS J-BUS
INSTALL NEW 4'-8" x 4'-8" x 3'-6" J-BOX
WIRE CREW TO INSTALL GRID NUMBERS
J01 317848
167145
EXISTING COMBO
VAULT
J-BOX BELOW GRADE
W/ 3-4 POS. J-BUS
37.5kVA TUT XFMR
120/240v EXISTING
5 - REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
J02 317909
167232
EXISTING
JUNCTION BOX
J-BOX BELOW GRADE
W/ 3-4 POS. J-BUS
EXISTING
2 - REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
J03 317867
167123
EXISTING
JUNCTION BOX
J-BOX BELOW GRADE
W/ 3-4 POS. J-BUS
EXISTING
3 -
REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
V01 317878
167140
EXISTING
VAULT
50kVA PM XFMR
120/240v
EXISTING
2 -
REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
V02 317901
167156
EXISTING
VAULT
75kVA PM XFMR
120/240v
EXISTING
2 -
REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
V03 317894
167193
EXISTING
VAULT
75kVA PM XFMR
120/240v
EXISTING
2 -
REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
V04 317894
167229
EXISTING
VAULT
75kVA PM XFMR
120/240v
EXISTING
2 -
REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
V05 317870
167206
EXISTING
VAULT
75kVA PM XFMR
120/240v
EXISTING
2 - REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
V06 317874
167177
EXISTING
VAULT
75kVA PM XFMR
120/240v
EXISTING
2 - REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
TOTALS :26 4
C. CHAVEZ 253-691-2840 07/14/25
BØ30056
CUT &
ABANDON
BØ30055
CUT &
ABANDON
BØ30053
CUT &
ABANDON
CØ30059
CUT &
ABANDON
CØ30060
CUT &
ABANDON
BØ30057
CUT &
ABANDON
CØ30058
CUT &
ABANDON
VASHON AVE SE
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL SE 1ST PL
SE 2ND PL SE 2ND PL
BRE
M
E
R
T
O
N
A
V
E
S
E
UN
I
O
N
A
V
E
S
E
BR
E
M
E
R
T
O
N
P
L
N
E
CØ30054
CUT &
ABANDON
AØ32928 BØ32929 CØ32930
EXISTING TO REMAIN
AØ32923
BØ32924
CØ32935
EXISTING
TO REMAIN
AØEGU206
EXISTING TO
REMAIN JUMBER
BØEGQ569
EXISTING TO
REMAIN
AØ30043
BØ30044
CØ30045
CUT &
ABANDON
AØ58051 AØ58054 BØ58052
EXISTING TO REMAIN
AØ58048
BØ58049
CØ58050
EXISTING
TO REMAIN
AØ30046 BØ30047 CØ30048
EXISTING TO REMAIN
AØEJQ222
EXISTING TO
REMAIN
AØEJQ222
EXISTING TO
REMAIN
AØ32928 BØ32929 CØ32930
EXISTING TO REMAIN
AØ32923
BØ32924
CØ32935
EXISTING TO
REMAIN
BØEKK928
AØEGU206
EXISTING TO
REMAIN
AØ30046 BØ30047 CØ30048
EXISTING TO REMAIN
BØEGQ569 EXISTING
TO REMAIN
AØEKK925
BØEKK926
CØEKK927
CØEKK937
VASHON AVE SE
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
SE 2ND PL
BR
E
M
E
R
T
O
N
P
L
N
E
AØEGQ566 BØEGQ567 CØEGQ568
EXISTING TO REMAIN
AØ58051 AØ58054 BØ58052
EXISTING TO REMAIN
AØ58048
BØ58049
CØ58050
EXISTING TO
REMAIN
BØEKK929
BØEKK930
BØEKK931
CØEKK936
CØEKK935
CØEKK934
NEW 4'8"
SQ J-BOX
CØEKK933
BØEKK932
N.O.
PRE-CONSTRUCTION UNDERGROUND MAP:2305E058
SCALE: 1:100
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
C. YLENNI 253-720-9700 07/08/25
A. NAWFAL 253-509-7147 07/08/25
N/A N/A N/A
C. RAVANERA 253-308-8956 07/08/25
REQ-CITY OF RENTON
PRE-13 SE 1ST PL CRP 2027
CABLE REMEDIATION PROGRAM
4108 SE 2ND PL, RENTON, WA 98059
N/A N/A
N/A 101186789
AS NOTED 3 OF 5
KING N/A N/A QSEPRE
NW 15-05-23 N/A N/A
2305E058 2305E088 2305E058 PRE-13
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
10
1
1
8
6
7
8
9
Potelco, Inc.DESIGNED BY
POST-CONSTRUCTION UNDERGROUND MAP:2305E058
SCALE: 1:100
ABANDONED / REMOVE / REPLACED CABLE SCHEDULE
CABLE
NO.
SAP
EQUIP
LOCATIONS CABLE
(LF) EST
EXISTING CABLE
MFG. NAME
EXISTING CABLE
MFG. DATE
ABANDONED
CABLE LEFT IN
PLACE
ABANDON
CIRCUITRYFROM TO
30054 10522299 J01 V06 527 YES NO
30053 10522287 J01 V01 438 YES NO
30055 10522309 V01 V02 351 YES NO
30056 10522320 V02 V03 433 YES NO
30057 10522330 V03 J02 553 YES NO
30058 10522343 V05 V06 327 YES NO
30059 10522353 V05 V04 397 YES NO
30060 10522364 J02 V04 194 YES NO
30043 10522176 J01 J03 493
30044 10522188 J01 J03 493
30045 10522198 J01 J03 493
TOTAL CIRCUIT FEET 3,713'
TOP VIEW
Excavation - 10-1/3 cubic yards
SIDE VIEW
Rock
Crushed
6"
4'-4"
2"
8'
8'
4'-8"
3'-6"
4'-8"
6"
3,600 lbs
1,300 - 1,365 lbs
Not to scale 6055.1010
VAULT & EXCAVATION DETAIL
Cables should enter the vault so that all of
the cables will lay in the same direction.
TOP VIEW
J- BOX CABLE ENTRY DETAIL
Not to scale
C. CHAVEZ 253-691-2840 07/14/25
AØEJQ222
EXISTING TO
REMAIN
AØ32928 BØ32929 CØ32930
EXISTING TO REMAIN
AØ32923
BØ32924
CØ32935
EXISTING TO
REMAIN
AØEGU206
EXISTING TO
REMAIN JUMPER
AØ30046 BØ30047 CØ30048
EXISTING TO REMAIN
BØEGQ569 EXISTING
TO REMAIN
27
6
.
7
3
l
b
s
2
5
8
.
9
6
l
b
s
190
.
6
8
l
b
s
2
0
2
.
6
3
l
b
s
141.48 lbs 1
4
0
.
4
6
l
b
s
18
2
.
6
3
l
b
s
1
8
7
.
8
7
l
b
s
268.19 lbs 300.75 lbs
133.45 lbs 133.63 lbs
141.20 lbs 137.24 lbs
15
9
.
6
7
l
b
s
1
6
6
.
3
0
l
b
s
VASHON AVE SE
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
SE 2ND PL
BR
E
M
E
R
T
O
N
P
L
N
E
AØ58051 AØ58054 BØ58052
EXISTING TO REMAIN
AØ58048
BØ58049
CØ58050
EXISTING TO
REMAIN
AØEGQ566 BØEGQ567 CØEGQ568
EXISTIING TO REMAIN
BØEKK928
AØEKK925
BØEKK926
CØEKK927
CØEKK937
BØEKK929
BØEKK930
BØEKK931
CØEKK936
CØEKK935
CØEKK933
68
5
.
7
6
l
b
s
6
9
1
.
0
1
l
b
s
NEW 4'8"
SQ J-BOX
BØEKK932
90.50 lbs 82.59 lbs
N.O.
CØEKK934
14
4
.
5
5
l
b
s
1
3
8
.
9
6
l
b
s
2-2" - L______'
1-2" - L______'
1-2" - L______'
1-2" - L______'
2-2" - L______'
1-2" - L______'
1-2" - L______'
1-2" - L______'
2-2" - L______'
2-2" - L______'
2-2" - L______'
2-2" - L______'
2-2" - L______'
2-2" - L______'
VASHON AVE SE
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL
SE 2ND PL
BR
E
M
E
R
T
O
N
P
L
N
E
1-4" - L______'
NEW 4'8"
SQ J-BOX
2-2" - L______'
1-2" - L______'
2-2", 1-4" - L______'
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
C. YLENNI 253-720-9700 07/08/25
A. NAWFAL 253-509-7147 07/08/25
N/A N/A N/A
C. RAVANERA 253-308-8956 07/08/25
REQ-CITY OF RENTON
PRE-13 SE 1ST PL CRP 2027
CABLE REMEDIATION PROGRAM
4108 SE 2ND PL, RENTON, WA 98059
N/A N/A
N/A 101186789
AS NOTED 4 OF 5
KING N/A N/A QSEPRE
NW 15-05-23 N/A N/A
2305E058 2305E088 2305E058 PRE-13
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
10
1
1
8
6
7
8
9
Potelco, Inc.DESIGNED BY
PRIMARY CONDUIT DIAGRAM
NOT TO SCALE
PRIMARY CABLE DIAGRAM
NOT TO SCALE
CIVIL CREW NOTE: ALL 2" - 90° BENDS MIN 48" RADIUS SCH-80 PVC
ALL 2" - 45° BENDS SCH-80 PVC
- ALL CONDUITS SHALL BE CAPPED AT EACH END UNTIL
CABLE IS INSTALLED
PRIMARY CABLE & CONDUIT TABLE (FOREMAN TO COMPLETE)
LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE
(gal.)REMARKS
FROM TO
SIZE
(in)QTY
DESIGN
LENGTH
(ft)
ACTUAL
LENGTH
(ft)
TYPE BENDS PULL
(lbs)
PULL
REV
(lbs)
SIZE
DESIGN
LENGTH
(ft)
ACTUAL
LENGTH
(ft)
CABLE NUMBERS MANUFACTURING INFORMATION For Feeder Cable Only
Check applicable box
DB120 HDPE SCH 80 90 45 22 11 A B C MANUFACTURER COMPOUND YEAR TAPE CN #4/0 NEU DESIGN AS
BUILT
J01 J03 4 1 445 691.01 685.76
1/0 AL JKT 465 EKK925 EKK626 EKK927 1.4
J01 V01 2 1 470 190.68 202.63
1/0 AL JKT 485 -EKK928 -1.5
V01 V02 2 1 360 166.30 159.67
1/0 AL JKT 370 -EKK929 -1.2
V02 V03 2 1 425 137.24 141.20
1/0 AL JKT 435 -EKK930 -1.4
V03 J04 2 1 190 82.59 90.50
1/0 AL JKT 205 -EKK931 -0.6
J04 J02 2 1 345 300.75 268.19
1/0 AL JKT 365 -EKK932 -1.1
J04 V04 2 1 240 133.45 133.63
1/0 AL JKT 255 --EKK933 0.8
V04 J02 2 1 205 144.55 138.96
1/0 AL JKT 220 --EKK934 0.7
J04 V05 2 1 260 182.63 187.87
1/0 AL JKT 275 --EKK935 0.8
V05 V06 2 1 330 141.48 140.46
1/0 AL JKT 340 --EKK936 1.1
V06 J01 2 1 555 276.73 258.96
1/0 AL JKT 570 --EKK937 1.8
TOTAL 4"445'TOTAL 3Ø 465'TOTAL LUBE 12.4
TOTAL 2"3,380'TOTAL 1Ø 3,520'
ALL 4" - 90° BENDS MIN 60" RADIUS SCH-80 PVC
ALL 4" - 45° BENDS SCH-80 PVC
C. CHAVEZ 253-691-2840 07/14/25
SE 2ND PL(PAVED)
SE 2ND PL
BR
E
M
E
R
T
O
N
P
L
N
E
(
P
A
V
E
D
)
BRE
M
E
T
R
O
N
A
V
E
S
E
104 4126
4130 4134 4202 4206 4210 4214 4304
4308 4312
107
103
100
123
102108
114
118
202
229
223
129
235
208
214
220
226
232
238
244
250
4206
4212 4218
4102 4108
249
243
4106
4110
4114
4118
4122
101
4111 4117 4203
4207 4211
4215
4305
4309
115
201207
213219
225
2314109
P#2525000760 P#2525000240
P#2525000230 P#2525000220 P#2525000210
P#2525000200 P#2525000190
P#2525000250
P#2525000260
P#2525000270
P#2525000280
P#2525000290
P2525000740 P#2525000730
P#2525000720
P#2525000300
P#2525000310
P#2525000460
P#2525000330P#2525000320 P#2525000340
P#2525000350 P#2525000360
P#2525000450
P#2525000440 P#2525000430
P#2525000420
P#2525000370
P#2525000380 P#2525000390
P#2525000400
P#2525000410
P#2525000180 P#2525000170 P#2525000160
P#2525000150
P#2525000140
P#2525000130
P#2525000120
P#2525500250
P#2525000590
P#2525000600
P#2525000760
P#2525000760
P2525000760
P#2525000530
P#2525000540
P#2525000550
P#2525000560
P#2525000570
P#2525000520
P#2525000510
P#2525000500
P#2525000490
P#2525000480
P#2525000470
P#2525000710
P#2525000700
P#2525000680 P#2525000670
P#2525000770
P#2525000580
4302
P#2525000670
4308
P#2525000660
4314
P#2525000650
241
P2525000640
228
P#2525000040
234
P#2525000030
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/WD/WD/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
D/W
D/W
SE 1ST PL (PAVED)
SE
1
S
T
P
L
(
P
A
V
E
D
)
VA
S
H
O
N
A
V
E
S
E
(
P
A
V
E
D
)
LEGEND
CLP= CENTER LINE OF PAVEMENT
EOB= EDGE OF BUILDING
PROP= EDGE OF PROPERTY LINE
RM= ROAD MONUMENT
EOR= EDGE OF ROAD
EXISTING CABLES LOCATION PROVIDED BY:
LOCATES TICKET # __________________
EOP=35'
ROW=60'
EOP=30'
ROW=50'
EOP=30'
ROW=50'
EOP=30'
ROW=50'
EOP=30'
ROW=50'
EOP=30'
ROW=50'
EXISTING ___' E EOR
PROPOSED 1' E EOR
BUILT ___' E EOR
EXISTING ___' S EOR
PROPOSED 3' S EOR
BUILT ___' S EOR
EXISTING ___' S EOR
PROPOSED 3' S EOR
BUILT ___' S EOR
EXISTING ___' S EOR
PROPOSED 3' S EOR
BUILT ___' S EOR
EXISTING ___' E EOR
PROPOSED 3' E EOR
BUILT ___' E EOR
EXISTING ___' W EOR
PROPOSED 3' W EOR
BUILT ___' W EOR
EXISTING ___' S EOR
PROPOSED 3' S EOR
BUILT ___' S EOR
EXISTING ___' S EOR
PROPOSED 3' S EOR
BUILT ___' S EOR
EXISTING ___' E EOR
PROPOSED 3' E EOR
BUILT ___' E EOR
VA
S
H
O
N
A
V
E
S
E
(
P
A
V
E
D
)
BP-2
8
BP-10 BP-11
BP-12 BP-13
BP-15
BP-21
BP
-
2
0
BP-4
BP-18
BP-24
BP-26
BP-27
BP-22
BO
R
E
~
1
8
0
'
OPEN TRENCH ~ 5'
BO
R
E
~
1
6
5
'
BORE ~ 40'
BOR
E
~
6
0
'
BORE ~ 65'
BORE ~ 180'BORE ~ 190'
BORE ~ 150'
OPEN TRENCH ~ 45'
OPEN TRENCH ~ 50'
OPEN TRENCH ~ 10'
BO
R
E
~
1
2
5
'
ROW=50'
EOP=30'
ROW=50'
BORE ~95'
BOR
E
~
6
5
'
BORE ~ 1
5
5
'
BORE ~95'
OPEN TRE
N
C
H
~
5
'
OPEN TRENCH ~ 50'
R0W=50'
BP-14
BP-17
EOP=40'
ROW=60'201
P#1623059015
121
P#1623059067
117
P#1623059092
103
P#1623059096
215
P#1623059086
221
P#1623059055
201
P#1623059015
UN
I
O
N
A
V
E
S
E
(
P
A
V
E
D
)
BP-1
EXISTING ___' E EOR
PROPOSED 3' E EOR
BUILT ___' E EOR
OPEN TRENCH ~ 15'
BORE ~ 220'
OPEN TRENCH ~ 10'
BO
R
E
~
2
0
0
'
BP-2
BP-3
EXISTING ___' S EOR
PROPOSED 3' S EOR
BUILT ___' S EOR
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/WD/WD/W
D/W
A
D
A
S/W
S
/
W
S/W S/W
S/W
S/
W
S/W
S
/
W
S/W
D/W
AD
A
AD
A
NEW 4'8"
SQ J-BOX
ROW=50'
EOP=30'
BP-5
BP-6
BP
-
7
BP-
9
BP
-
8
D/WOPEN TRENCH ~ 5'
OPEN TRENCH ~ 5'
BP-1
6
BP-19
BP-22
BP-25
BORE ~ 75'
EOP=30'
B
O
R
E
~
7
0
'
BO
R
E
~
6
0
'
OPEN
T
R
E
N
C
H
~
3
5
'
EOP=30'
OPEN TRENCH ~ 25'
BO
R
E
~
1
1
0
'
BO
R
E
~
7
5
'
BP-2
3
BORE ~ 55'
BORE ~60'
BOR
E
~
6
0
'
BO
R
E
~
6
5
'
BP-2
9
S/W
S/W
BORE
~
1
3
0
'
BORE ~ 60'
BORE ~ 50'
EXISTING CABLE MAPPING
SCALE: 1:50
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
C. YLENNI 253-720-9700 07/08/25
A. NAWFAL 253-509-7147 07/08/25
N/A N/A N/A
C. RAVANERA 253-308-8956 07/08/25
REQ-CITY OF RENTON
PRE-13 SE 1ST PL CRP 2027
CABLE REMEDIATION PROGRAM
4108 SE 2ND PL, RENTON, WA 98059
N/A N/A
N/A 101186789
AS NOTED 5 OF 5
KING N/A N/A QSEPRE
NW 15-05-23 N/A N/A
2305E058 2305E088 2305E058 PRE-13
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
10
1
1
8
6
7
8
9
Potelco, Inc.DESIGNED BY
VOLUME OF DISTURBANCE TABLE
TYPE DESCRIPTION PROPERTY
CLASSIFCATION
SIZE (FT) REM CU YD
(APPX)
GRAVEL FILL
CU YD (APPX)
COMMON SURFACE
TYPES
REMARKS
BP-1 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-2 BORE PIT ROW 2 X 14 X 3 3.1 3.1 ASPHALT
BP-3 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT
BP-4 BORE PIT ROW 2 X 14 X 3 3.1 3.1 ASPHALT
BP-5 BORE PIT ROW 2 X 14 X 3 3.1 3.1 CONCRETE
BP-6 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-7 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-8 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-9 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-10 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-11 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-12 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-13 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-14 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-15 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-16 BORE PIT ROW 2 X 8 X 3 1.8 1.8 ASPHALT
BP-17 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-18 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-19 BORE PIT ROW 2 X 14 X 3 3.1 3.1 ASPHALT
BP-20 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-21 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-22 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-23 BORE PIT ROW 2 X 14 X 3 3.1 3.1 CONCRETE
BP-24 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-25 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-26 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-27 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-28 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
BP-29 BORE PIT ROW 2 X 8 X 3 1.8 1.8 CONCRETE
OPEN TRENCH TRENCH PVT PROP 1 X 20 X 3 2.2 2.2 GRASS
OPEN TRENCH TRENCH ROW 1 X 35 X 3 3.9 3.9 GRASS
OPEN TRENCH TRENCH ROW 1 X 85 X 3 9.4 9.4 ASPHALT
OPEN TRENCH TRENCH ROW 1 X 120 X 3 13.3 13.3 CONCRETE
TOTAL PVT PROP CU YDS (APPX)2.2 2.2
TOTAL ROW CU YDS (APPX)84.9 84.9
TOTAL CU YDS (APPX)87.1 87.1
C. CHAVEZ 253-691-2840 07/14/25
NEW 4'8"
SQ J-BOX
BØ30056
CUT &
ABANDON
BØ30055
CUT &
ABANDON
BØ30053
CUT &
ABANDON
CØ30059
CUT &
ABANDON
CØ30060
CUT &
ABANDON
BØ30057
CUT &
ABANDON
CØ30058
CUT &
ABANDON
VASHON AVE SE
VA
S
H
O
N
A
V
E
S
E
SE 1ST PL SE 1ST PL
SE 2ND PL SE 2ND PL
BRE
M
E
R
T
O
N
A
V
E
S
E
UN
I
O
N
A
V
E
S
E
BR
E
M
E
R
T
O
N
P
L
N
E
CØ30054
CUT &
ABANDON
AØ32928 BØ32929 CØ32930
EXISTING TO REMAIN
AØ32923
BØ32924
CØ32935
EXISTING
TO REMAIN
AØEGU206
EXISTING TO
REMAIN JUMBER
BØEGQ569
EXISTING TO
REMAIN
AØ30043
BØ30044
CØ30045
CUT &
ABANDON
AØ58051 AØ58054 BØ58052
EXISTING TO REMAIN
AØ58048
BØ58049
CØ58050
EXISTING
TO REMAIN
AØ30046 BØ30047 CØ30048
EXISTING TO REMAIN
AØEJQ222
EXISTING TO
REMAIN
10
1
1
8
6
7
8
9
FOREMAN MAP: U MAP # / UG MAP # .
SCALE: 1" = 100'
2305E058 2305E058