HomeMy WebLinkAboutMFP25002749.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP25002749
IVR Number: 25002749
Permit Information
Permit Name: Puget Sound Energy - Electric
143009053-Maple Wood Sub-6303 NE 4th St, Renton, WA 98059Address/Location:06/02/2025Application Date:1423059106Parcel Number: 6303 NE 4TH ST
Permit Type:04/30/2026Issue Date:Franchise
Permit Work Class:04/30/2027Expiration Date:Major Utility
Job Number: 143009053Franchise Type:Electric
Description: Puget Sound Energy Electric
This project will be placing new UG fiber from Maplewood Sub to an existing PSE UG splice case outside of the
Renton Technical School. At each location we will be tying into existing UG vaults with splice cases in them.
Contacts
Name Address PhoneTypeBilling
Katie Zimmerman
Puget Sound Energy
1660 Park Lane
Burlington, WA 98233
B: (425) 620-6742
C: (425) 620-6742
ApplicantX
Tyler Libadia
Puget Sound Energy
9515 Willows Rd NE
Redmond, WA 98052
B: (253) 202-8366
H: (253) 202-8366
C: (253) 202-8366
Contact
Vicki Henson
Potelco Inc
8001 212th St S
Kent, WA 98032
B: (253) 863-0484Contractor
Business License Number: 5109Electrical Contractor: POTELI*344O4
Construction Contractor: POTELI*227PL
Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08
Bellevue, WA 98009
B: (888) 225-5773Emergency
Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Katie Zimmerman
Puget Sound Energy
1660 Park Lane
Burlington, WA 98233
B: (425) 620-6742
C: (425) 620-6742
Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
Note: 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
Katie Zimmerman
6/2/2025
143009053- Maple Wood Sub
6303 NE 4th St, Renton, WA 98059
Rori Campbell 425-417-1536
3:00pmMondayFriday
Scott Warlick CED 5/11/2026
MFP25002749
9:00am
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.
POLICEUPO
W2
0
-
1
ROAD
WORKAHEAD
RIGHT LANECLOSEDAHEAD W2
0
-
5
R
W4
-
2
R
W2
0
-
7
A
X'
≥
X'
≥
X'≥
X'
≥
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
W20-7A
ARRW-BRD
LE
F
T
KE
E
P
R4
-
8
B
CO
N
E
TO
P
P
E
R
KE
E
P
R4
-
7
B
RI
G
H
T
KE
E
P
R4
-
7
B
RI
G
H
T
C/W
CLOSEDR9
-
3
C/W
CLOSED R9
-
3
S/
W
CL
O
S
E
D
R9-9
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
W2
0
-
1
ROAD
WORKAHEAD
BE PREPAREDTO
STOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
CE
N
T
E
R
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W9-3
X'≥X'≥X'≥
W20-7A
10
10
10
10
10
10 10 10 10
10 10 10 10
MO
N
R
O
E
A
V
E
N
E
NE 4TH ST
10
10
15
10
10
W1-4L
DIRECTIONAL BORE PATH
ARRW-BRD
PLACE SIGN AT
INTERSECTION OF NE 4TH
ST & JEFFERSON AVE NE
CROSS HERE
S/W CLOSEDAHEAD
R9
-
1
1
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
1 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
MFP25002749
Set up PCMS boards 5 days in
advance of the proposed work.Pre-construction
meetings required to
discuss traffic
control at all
intersections
BUSSTOP
NE 4TH ST
ARRW-BRD
KE
E
P
R4
-
7
B
RI
G
H
T
LE
F
T
KE
E
P
R4
-
8
B
W20-1
RO
A
D
WO
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K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥
W1-4L
C/W
CLOSEDR9
-
3
C/W CLOSEDR9
-
3
S/
W
CL
O
S
E
D
R9-9
S/
W
CL
O
S
E
D
R9-9
10
10
15
10
10
BUSSTOP
POLICEUPO
QU
E
E
N
A
V
E
N
E
ARRW-BRD
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
WORKAHEAD
BEPREPAREDTO
STOP
W3
-
4X'≥
X'
≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORKAHEAD
BE
PREPAREDTOSTOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORKAHEAD
CENTER LANE CLOSED
AHEADW9
-
3
X'
≥
X'
≥
W2
0
-
1
ROAD
WORKAHEAD
CENTER LANE
CLOSEDAHEADW9
-
3
X'
≥
X'
≥
ONLY
R3-5R
ONLY
R3-5R
MO
N
R
O
E
A
V
E
N
E
10 10 10 10
10 10 10 10
10
10
10
10
10
NE 4TH ST
KE
E
P
R4
-
7
B
RI
G
H
T
18 181717
OL
Y
M
P
I
A
A
V
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N
E
LE
F
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5L W4-2L
X'≥X'≥
518'305'
DIRECTIONAL BORE PATH
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
MOVE BUS STOP 300' WEST.
MAINTAIN ACCESS TO ALL
DRIVEWAYS
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
2 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
1121 11
C-Curb
BU
S
ST
O
P
NE 4TH ST
BUSSTOP
BUS
STOP
NE 4TH ST
BUSSTOP
UN
I
O
N
A
V
E
N
E
W2
0
-
1
ROADWORK
AHEAD
BEPREPAREDTOSTOP
W3
-
4X'
≥
X'≥
X'≥
W2
0
-
7
A
BI
K
E
LA
N
E
EN
D
S
W9-1B
BIK
E
S
ME
R
G
E
W
I
T
H
TR
A
F
F
I
C
W4-1B
X'≥X'≥
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
W20-7A
13 11 11WH
I
T
M
A
N
CT
N
E
11
11
12
11
11
W2
0
-
1
ROAD
WORKAHEAD
W1-4L
ARRW-BRD
LE
F
T
KE
E
P
R4
-
8
B
W20-1
RO
A
D
WO
R
K
AH
E
A
D
CE
N
T
E
R
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W9-3
X'≥X'≥X'≥
W20-7A
10
10
15
10
10
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
W2
0
-
1
ROADWORK
AHEAD
X'≥
X'
≥
X'≥
X'
≥
RIGHT LANE CLOSEDAHEADW2
0
-
5
R
W1
-
4
L
W2
0
-
7
A
LEFT
KEEP
R4-8B
11 11 11
KE
E
P
R4
-
7
B
RIG
H
T
POLICEUPO
CO
N
E
TO
P
P
E
R
873'
DIRECTIONAL BORE PATH
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
3 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
C-Curb
BU
S
ST
O
P
BUSSTOP
NE 4TH ST
BUS
STOP
UN
I
O
N
A
V
E
N
E
W2
0
-
1
ROAD
WORKAHEAD
LEFT LANECLOSED
AHEAD
W2
0
-
5
L
W2
0
-
7
A
BIK
E
LA
N
E
EN
D
S
W9-1B
BIK
E
S
ME
R
G
E
W
I
T
H
TR
A
F
F
I
C
W4-1B
X'≥X'≥
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
W20-7A
13 11 11WH
I
T
M
A
N
CT
N
E
11
11
12
11
11
W2
0
-
1
ROADWORK
AHEAD
W1-4L
ARRW-BRD
LE
F
T
KE
E
P
R4
-
8
B
W2
0
-
1
ROAD
WORKAHEAD
X'
≥
X'
≥
X'≥
X'≥
RIGHT LANE CLOSED
AHEADW2
0
-
5
R
W1
-
4
L
W2
0
-
7
A
LEFT
KEEP
R4-8B
11 11 11
POLICEUPO
CO
N
E
TOP
P
E
R
X'≥
X'
≥
X'≥
22 22
KEEP
R4-7B
RIGHT
KEEP
R4-7B
RIGHT
KE
E
P
R4
-
7
B
RI
G
H
T
KE
E
P
R4
-
7
B
RIG
H
T
W20-1
RO
A
D
WO
R
K
AH
E
A
D
CE
N
T
E
R
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W9-3
X'≥X'≥X'≥
W20-7A
10
10
15
10
10
CONETOPPER
POTHOLE FOR
DIRECTIONAL BORE
C/W
CLOSEDR9
-
3
C/W CLOSEDR9
-
3
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
4 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
C-Curb
BU
S
ST
O
P
BUSSTOP
NE 4TH ST
BUS
STOP
UN
I
O
N
A
V
E
N
E
W2
0
-
1
ROAD
WORKAHEAD
LEFT LANECLOSED
AHEAD
W2
0
-
5
L
W2
0
-
7
A
BIK
E
LA
N
E
EN
D
S
W9-1B
BIK
E
S
ME
R
G
E
W
I
T
H
TR
A
F
F
I
C
W4-1B
X'≥X'≥
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
W20-7A
13 11 11WH
I
T
M
A
N
CT
N
E
11
11
12
11
11
W2
0
-
1
ROADWORK
AHEAD
W1-4L
ARRW-BRD
LE
F
T
KE
E
P
R4
-
8
B
W2
0
-
1
ROAD
WORKAHEAD
X'
≥
X'
≥
X'≥
X'≥
LEFT LANE CLOSEDAHEAD
W2
0
-
5
L
W2
0
-
7
A
KEEP
R4-7B
RIGHT
11 11 11
POLICEUPO
CO
N
E
TOP
P
E
R
X'≥
X'
≥
X'≥
22 22
KEEP
R4-7B
RIGHT
KEEP
R4-7B
RIGHT
KE
E
P
R4
-
7
B
RI
G
H
T
KE
E
P
R4
-
7
B
RIG
H
T
W20-1
RO
A
D
WO
R
K
AH
E
A
D
CE
N
T
E
R
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W9-3
X'≥X'≥X'≥
W20-7A
10
10
15
10
10
CONETOPPER C/W
CL
O
S
E
D
R9-3
C/
W
CL
O
S
E
D
R9-3
POTHOLE FOR
DIRECTIONAL BORE
W1
-
4
R
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
5 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
C-Curb
BU
S
ST
O
P
BUS
STOP
NE 4TH ST
BUSSTOP
BIK
E
LA
N
E
EN
D
S
W9-1B
BIK
E
S
ME
R
G
E
W
I
T
H
TR
A
F
F
I
C
W4-1B
X'≥X'≥
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
W20-7A
W1-4L
ARRW-BRD
LE
F
T
KE
E
P
R4
-
8
B
POLICEUPO
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
W20-7A
13 11 11WH
I
T
M
A
N
CT
N
E
11
11
12
11
11
W2
0
-
1
ROAD
WORKAHEAD112111
W2
0
-
1
ROADWORK
AHEAD
BEPREPARED
TOSTOP
W3
-
4X'
≥
X'≥
X'≥
W2
0
-
7
A
KE
E
P
R4
-
7
B
RI
G
H
T
KE
E
P
R4
-
7
B
RIG
H
T
W20-1
RO
A
D
WO
R
K
AH
E
A
D
CE
N
T
E
R
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W9-3
X'≥X'≥X'≥
W20-7A
10
10
15
10
10
CON
E
TO
P
P
E
R
NE 4TH ST
MATCHLINE
UN
I
O
N
A
V
E
N
E
13
13
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W2
0
-
1
ROADWORKAHEAD
RIGHT
LANEENDS
W9
-
1
R
X'
≥
X'
≥
X'≥
W2
0
-
7
A
BIKELANEENDSW9
-
1
B
BIKES MERGE WITH TRAFFICW4
-
1
B
X'
≥
X'
≥
11 11 11
MATCHLINE
DIRECTIONAL BORE PATH
S/W CLOSEDR9
-
9
S/WCLOSEDR9
-
9
SPOTTER/ FLAGGER ON SITE
ESCORT PEDESTRIANS
AROUND/THRU WORK AREA
DURING DIRECTIONAL BORE
NE 4TH PL
UN
I
O
N
A
V
E
N
E
C/W
CLOSEDR9
-
3
C/W
CLOSEDR9
-
3
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
CHEVRONARROW BOARD
FLAGGER
UNIFORMEDPOLICE 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
6 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
C-Curb
BU
S
ST
O
P
BUS
STOP
NE 4TH ST
BUS
STOP
KE
E
P
R4
-
7
B
RIG
H
T
KE
E
P
R4
-
7
B
RI
G
H
T
ARRW-BRD
LE
F
T
KE
E
P
R4
-
8
B
POLICEUPO
1121 11
UN
I
O
N
A
V
E
N
E
11 11 11
W20-1
RO
A
D
WO
R
K
AH
E
A
D
CE
N
T
E
R
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W9-3
X'≥X'≥X'≥
W20-7A
11
11
12
11
11
W2
0
-
1
ROADWORK
AHEAD
BE
PREPAREDTOSTOP
W3
-
4X'
≥
X'
≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORKAHEAD
X'
≥
X'
≥
X'≥
X'
≥
RIGHT LANE
CLOSED
AHEADW2
0
-
5
R
W1
-
4
L
W2
0
-
7
A
LE
F
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5L W4-2L
X'≥X'≥
LEFT
KEEP
R4-8B
SH
E
E
T
7
SH
E
E
T
8
MA
T
C
H
L
I
N
E
DIRECTIONAL BORE PATH
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
7 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
BR
E
M
E
R
T
O
N
AV
E
N
E
BUS
STOP
DU
V
A
L
L
AV
E
N
E
NE 4TH ST
DU
V
A
L
L
A
V
E
N
E
BUSSTOP
11 11 11
12 12 12
KE
E
P
R4
-
7
B
RI
G
H
T
POLICEUPO
ARRW-BRD
LE
F
T
KE
E
P
R4
-
8
B
CO
N
E
TOP
P
E
R
CO
N
E
TO
P
P
E
R
11
11
11
11
11
11
W1-4L W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
W20-7A
W2
0
-
1
ROAD
WORKAHEAD
W2
0
-
1
ROADWORK
AHEAD
13 11 11
WH
I
T
M
A
N
CT
N
E
W2
0
-
1
ROADWORK
AHEAD
BEPREPAREDTOSTOP
W3
-
4X'
≥
X'
≥
X'≥
W2
0
-
7
A
S/W
CL
O
S
E
D
R9-9
S/W
CL
O
S
E
D
R9-9
W2
0
-
1
ROAD
WORKAHEAD
LEFT LANE CLOSEDAHEAD
W2
0
-
5
L
X'≥
X'
≥
W2
0
-
1
ROAD
WORKAHEAD
LEFT LANECLOSEDAHEAD
W2
0
-
5
L
X'
≥
X'
≥
CO
N
E
TOP
P
E
R
14 15
MOVE BUS STOP 600' EAST
11 11 11 11 11
405'
SH
E
E
T
7
SH
E
E
T
8
MA
T
C
H
L
I
N
E
DIRECTIONAL BORE PATH
CR
O
S
S
H
E
R
E
S/W
C
L
O
S
E
D
AH
E
A
D
R9-11
CR
O
S
S
H
E
R
E
S/W
C
L
O
S
E
D
AH
E
A
D
R9-11
MAINTAIN ACCESS TO ALL
DRIVEWAYS
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
8 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
ARRW-BRD
WH
I
T
M
A
N
C
T
N
E
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥KE
E
P
R4
-
7
B
RI
G
H
T
11
11
11
11
R11-2
STREET
CLOSED
W20-1
RO
A
D
WO
R
K
AH
E
A
D
LE
F
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5L
X'≥X'≥
11
11
12
11
11
12 11 12 W2
0
-
1
ROAD
WORK
AHEAD
X'
≥
X'
≥
W2
0
-
3
ROAD
CLOSED
AHEAD
NE 4TH ST
NE 4TH ST
POTHOLE FOR
DIRECTIONAL BORE
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
9 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
BR
E
M
E
R
T
O
N
AV
E
N
E
BUSSTOP
DU
V
A
L
L
A
V
E
N
E
11 11 11
12 12 12
15 17
KE
E
P
R4
-
7
B
RI
G
H
T
KE
E
P
R4
-
7
B
RIG
H
T
POLICEUPO
W2
0
-
1
ROADWORK
AHEAD
BE
PREPAREDTOSTOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORKAHEAD
BE PREPAREDTOSTOP
W3
-
4
X'
≥
X'≥
X'≥
W2
0
-
7
A
CR
O
S
S
H
E
R
E
S/W
C
L
O
S
E
D
AH
E
A
D
R9-11
11 11 11 11 11
W20-1
RO
A
D
WO
R
K
AH
E
A
D
CE
N
T
E
R
L
A
N
E
CLO
S
E
D
AH
E
A
D
W9-3
X'≥X'≥X'≥
W20-7A
W2
0
-
1
ROAD
WORKAHEAD
W2
0
-
1
ROADWORKAHEAD
S/
W
CL
O
S
E
D
R9-9
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
11
11
12
11
11
CLOSE BUS STOP
CO
N
E
TO
P
P
E
R
CO
N
E
TO
P
P
E
R
MA
T
C
H
L
I
N
E
NE 4TH ST
BUS
STOP
16 16FI
E
L
D
PL
N
E
ARRW-BRD
W1-4L
LE
F
T
KE
E
P
R4
-
8
B
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
W20-7A
S/
W
CL
O
S
E
D
R9-9
S/
W
CL
O
S
E
D
R9-9
11
11
11
11
11
W2
0
-
1
ROAD
WORKAHEAD
KE
E
P
R4
-
7
B
RI
G
H
T
DIRECTIONAL BORE PATH
MA
T
C
H
L
I
N
E
NE 4TH ST
PLACE SIGN AT
INTERSECTION OF NE 4TH
ST & HOQUIAM AVE NE
CROSS HERE
S/W CLOSEDAHEAD
R9
-
1
1
MAINTAIN ACCESS TO ALL
DRIVEWAYS
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
10 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
W1
-
4
L
ARRW-BRD
W2
0
-
1
ROAD
WORKAHEAD
RIGHT LANE CLOSED
AHEADW2
0
-
5
R
W4
-
2
R
X'
≥
X'
≥
X'≥
X'
≥
W2
0
-
7
A
11 11 12 11 11
DU
V
A
L
L
A
V
E
N
E
BUSSTOP
BU
S
ST
O
P
NE 4TH ST
DU
V
A
L
L
A
V
E
N
E
BUSSTOP
11 11 11
POLICEUPO
11
11
12
11
11
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
W20-7A
ARRW-BRD
W1-4L
LE
F
T
KE
E
P
R4
-
8
B
KE
E
P
R4
-
7
B
RIG
H
T
KE
E
P
R4
-
7
B
RI
G
H
T
LEFT
KEEP
R4-8B
11
11
12
11
11
W20-1
RO
A
D
WO
R
K
AH
E
A
D
CE
N
T
E
R
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W9-3
X'≥X'≥X'≥
W20-7A
C/W
CLOSEDR9
-
3
C/W
CLOSEDR9
-
3
POTHOLE FOR
DIRECTIONAL BORE
MATCHLINE
MATCHLINE
W2
0
-
1
ROAD
WORKAHEAD
BEPREPAREDTO
STOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
NE 4TH ST
MAINTAIN ACCESS TO ALL
DRIVEWAYS
TEMPORARY TRAFFIC CONTROL PLAN
N
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
11 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRONARROW BOARD
FLAGGER
UNIFORMEDPOLICE OFFICERPOLICE
STOP
WORK PIT
MFP25002749
BU
S
ST
O
P
DU
V
A
L
L
A
V
E
N
E
BUSSTOP
POLICEUPO
KEEP
R4-7B
RIGHT
KEEP
R4-7B
RIGHT
11 11 12 11 11
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
W20-7A
ARRW-BRD
W1-4L
LE
F
T
KE
E
P
R4
-
8
B
NE 4TH ST
11
11
12
11
11
W2
0
-
1
ROAD
WORKAHEAD
X'≥
X'
≥
X'≥
X'
≥
RIGHT LANECLOSEDAHEAD W2
0
-
5
R
W1
-
4
L
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
11
11
12
11
11
W2
0
-
1
ROADWORK
AHEAD
CENTER LANE
CLOSEDAHEADW9
-
3
W2
0
-
7
A
X'
≥
X'
≥
X'≥DU
V
A
L
L
AV
E
N
E
LEFT
KEEP
R4-8B
CONETOPPER
C/WCLOSEDR9
-
3
C/W CLOSED R9
-
3
POTHOLE FOR
DIRECTIONAL BORE
MAINTAIN ACCESS TO ALL
DRIVEWAYS
TEMPORARY TRAFFIC CONTROL PLAN
N
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
12 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRONARROW BOARD
FLAGGER
UNIFORMEDPOLICE OFFICERPOLICE
STOP
WORK PIT
MFP25002749
NE 4TH ST
16 16
FI
E
L
D
P
L
N
E
W2
0
-
1
ROAD
WORKAHEAD
W20-1
RO
A
D
WO
R
K
AH
E
A
D
11
11
12
11
11
11
S/
W
CL
O
S
E
D
R9-9
S/
W
CL
O
S
E
D
R9-9
MA
T
C
H
L
I
N
E
POLICEUPO
16 16 11 11 11
13 12 13
GR
A
H
A
M
AV
E
N
E
HO
Q
U
I
A
M
AV
E
N
E
ARRW-BRD
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
S/
W
CL
O
S
E
D
R9-9CR
O
S
S
H
E
R
E
S/W
C
L
O
S
E
D
R9-11A
11
11
12
11
11
W2
0
-
1
ROAD
WORKAHEAD
W20-7A
W2
0
-
1
ROAD
WORKAHEAD
BEPREPAREDTOSTOP
W3
-
4X'≥
X'
≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORKAHEAD
BE PREPAREDTOSTOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
BUSSTOP
CLOSE BUS STOP
MA
T
C
H
L
I
N
E
NE 4TH ST
DIRECTIONAL BORE PATH
PLACE SIGN AT
INTERSECTION OF NE 4TH
ST & DUVALL AVE NE
CROSS HERE
S/W CLOSEDAHEAD
R9
-
1
1
CR
O
S
S
H
E
R
E
S/W
C
L
O
S
E
D
AH
E
A
D
R9-11
PLACE SIGN AT
INTERSECTION OF NE 4TH
ST & 144TH AVE SE
CROSS HERE
S/W CLOSEDAHEAD
R9
-
1
1
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
13 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
POLICEUPO
16 16
11 11 11
GR
A
H
A
M
AV
E
N
E
HO
Q
U
I
A
M
AV
E
N
E
BUS
STOP
ARRW-BRD
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
W20-7A
NE 4TH PL
11
11
12
11
11
11
11
12
11
11
STOP
W2
0
-
1
ROAD
WORKAHEAD
RIGHT LANE CLOSED
AHEADW2
0
-
5
R
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W20-1
RO
A
D
WO
R
K
AH
E
A
D
20
14
20
14
12 12
W2
0
-
1
ROADWORK
AHEAD
BEPREPARED
TOSTOP
W3
-
4X'
≥
X'
≥
X'≥
W2
0
-
7
A
POTHOLE FOR
DIRECTIONAL BORE
C/W
CLOSEDR9
-
3
C/W
CLOSEDR9
-
3
CLOSE BUS 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
WORKAHEAD
NE 4TH ST
NE 4TH ST
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
14 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
POLICEUPO
11 11 11
13 12 13
15 11 11
12 12 16
14
4
T
H
A
V
E
S
E
HO
Q
U
I
A
M
AV
E
N
E
BUSSTOP
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥
11
11
12
11
11
S/W
CL
O
S
E
D
R9-9CR
O
S
S
H
E
R
E
S/W
C
L
O
S
E
D
R9-11A
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W2
0
-
1
ROADWORK
AHEAD
W2
0
-
1
ROAD
WORK
AHEAD
11
11
12
11
11
ARRW-BRD
W2
0
-
1
ROAD
WORK
AHEAD
BE
PREPAREDTOSTOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORKAHEAD
BE PREPAREDTO
STOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
BE
PR
E
P
A
R
E
D
TO
ST
O
P
W3-4
X'≥X'≥
W20-7A
S/
W
CL
O
S
E
D
R9-9
S/W
CL
O
S
E
D
R9-9CR
O
S
S
H
E
R
E
S/W
C
L
O
S
E
D
AH
E
A
D
R9-11
382'
DIRECTIONAL BORE PATH
NE 4TH ST
NE 4TH ST
PLACE SIGN AT
INTERSECTION OF NE 4TH
ST & NILE AVE NE
CROSS HERE
S/W CLOSEDAHEAD
R9
-
1
1
MAINTAIN ACCESS TO ALL
DRIVEWAYS
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
15 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
POLICEUPO
LY
O
N
S
A
V
E
N
E
NI
L
E
AV
E
N
E
15 12 12
10 12 14
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
E
CL
O
S
E
D
AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥X'≥
11
11
12
11
11
ARRW-BRD
W20-7A
W2
0
-
1
ROAD
WORKAHEAD
BEPREPAREDTO
STOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
W2
0
-
1
ROAD
WORKAHEAD
BE PREPAREDTO
STOP
W3
-
4
X'
≥
X'
≥
X'≥
W2
0
-
7
A
S/W
CL
O
S
E
D
R9-9
S/
W
CL
O
S
E
D
R9-9CR
O
S
S
H
E
R
E
S/W
C
L
O
S
E
D
AH
E
A
D
R9-11
16 16
16 16
W2
0
-
1
ROAD
WORKAHEAD
W2
0
-
1
ROAD
WORK
AHEAD
S/
W
CL
O
S
E
D
R9-9
S/
W
CL
O
S
E
D
R9-9
11
11
12
11
11
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'≥
W20-7A
320'315'310'
DIRECTIONAL BORE PATHNE 4TH ST
NE 4TH ST
PLACE SIGN AT
INTERSECTION OF NE 4TH
ST & 144TH AVE SE
CROSS HERE
S/W CLOSEDAHEAD
R9
-
1
1
PLACE SIGN AT
INTERSECTION OF NE 4TH
ST & 156TH AVE SE
CROSS HERE
S/W CLOSEDAHEAD
R9
-
1
1
MAINTAIN ACCESS TO ALL
DRIVEWAYS
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
16 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
17 17
11 11 11 11 RO
S
A
R
I
O
AV
E
N
E
SH
A
D
O
W
AV
E
N
E
24 24
ARRW-BRD
S/W
CL
O
S
E
D
R9-9
S/W
CL
O
S
E
D
R9-9
S/W
CL
O
S
E
D
R9-9
S/W
CL
O
S
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D
R9-9
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
1
ROAD
WORK
AHEAD
W2
0
-
1
ROADWORK
AHEAD
W20-1
RO
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WO
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RIG
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W20-5RW4-2R
X'≥X'≥X'≥
11
11
11
11
11
11
12
11
11
W20-1
RO
A
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WO
R
K
AH
E
A
D
BUSSTOP
CLOSE BUS STOP
430'
235'
DIRECTIONAL BORE PATH
NE 4TH ST
NE 4TH ST
PLACE SIGN AT
INTERSECTION OF NE 4TH
ST & 156TH AVE SE
CROSS HERE
S/W CLOSEDAHEAD
R9
-
1
1
PLACE SIGN AT
INTERSECTION OF NE 4TH
ST & 144TH AVE SE
CROSS HERE
S/W CLOSEDAHEAD
R9
-
1
1
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
17 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
SH
A
D
O
W
AV
E
N
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24 24
11 11
15
5
T
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AV
E
S
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W20-1
RO
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AH
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A
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RIG
H
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CL
O
S
E
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AH
E
A
D
W20-5RW4-2R
X'≥X'≥X'≥
W2
0
-
1
ROADWORK
AHEAD
W2
0
-
1
ROAD
WORK
AHEAD
11
11
12
11
11
S/
W
CL
O
S
E
D
R9-9
S/W
CL
O
S
E
D
R9-9
W20-1
RO
A
D
WO
R
K
AH
E
A
D
ARRW-BRD
W2
0
-
1
ROAD
WORKAHEAD 12 12
15
6
T
H
AV
E
S
E
DIRECTIONAL BORE PATH
SID
E
W
A
L
K
CL
O
S
E
D
AH
E
A
D
R9-11
11
11
11
11
NE 4TH ST
NE 4TH ST
PLACE SIGN AT
INTERSECTION OF NE 4TH
ST & 144TH AVE SE
CROSS HERE
S/W CLOSEDAHEAD
R9
-
1
1
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
18 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
FIBER ENTERS
PRIVATE PROPERTY
15
6
T
H
AV
E
S
E
ARRW-BRD
ARRW-BRD
W20-1
RO
A
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WO
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K
AH
E
A
D
RI
G
H
T
L
A
N
E
CL
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S
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AH
E
A
D
W20-5R W4-2R
X'≥X'≥X'≥
W20-1
RO
A
D
WO
R
K
AH
E
A
D
RIG
H
T
L
A
N
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CL
O
S
E
D
AH
E
A
D
W20-5R
W4-2R
X'≥X'≥X'≥
W2
0
-
1
ROAD
WORK
AHEAD 12 12
11 11
15
5
T
H
AV
E
S
E
W2
0
-
1
ROAD
WORK
AHEAD
11
11
18
11
11
11
11
11
NE 4TH ST
NE 4TH ST
DIRECTIONAL BORE PATH
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) on all State State Routes
and Hwys. (Unless otherwise noted.)
4. All signs shall be sized as outlined in sections 6G and 6H
of the MUTCD unless otherwise specified.
5. Crew is required to leave a minimum of 11' 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
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
45/65
20/40
10-20
10-20
80
40
2-Way, 1-Lane Alternating Traffic
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Kali-Jamal Collins
425-424-7491
Kali-Jamal.Collins@pse.com
19 OF 196303 NE 4th St, Renton, WA
1
12078881
04/29/2026
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. CollinsCard No. 013375Card Exp. 10/2026Kali-Jamal.Collins@pse.com
(425)424-6425
MFP25002749
Pr
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SNOQUALMIE TO TALBOT CITY OF RENTON UNDERGROUND
PUGET SOUND ENERGY •6303 NE 4TH ST RENTON, WA 98059 •WO# 143009053
UNDERGROUND INSTALLATIONS:
·INSTALL TRACER WIRE WITH ALL UNDERGROUND FIBER OPTIC CABLES.
·MAXIMUM PULLING TENSION SHALL NOT EXCEED 600 LBS.
·SEAL ALL FIBER ENDS TO PREVENT MOISTURE INGRESS.
COMMUNICATION MARKERS:
·INSTALL WRAP-AROUND COMMUNICATION MARKERS AT EACH POLE
LOCATION
FIBER HANDLING:
·HANDLE FIBER OPTIC CABLE WITH CARE AT ALL TIMES.
·MAINTAIN MINIMUM BEND RADIUS OF 20X CABLE DIAMETER.
·PSE WILL TEST FIBER BEFORE AND AFTER INSTALLATION TO CONFIRM
INTEGRITY.
RESTORATION:
·ALL DISTURBED SURFACES SHALL BE RESTORED PER CITY OF RENTON
STANDARDS AND SPECIFICATIONS.
·RESTORATION SHALL INCLUDE, BUT IS NOT LIMITED TO, PAVEMENT,
SIDEWALK, CURB, GUTTER, DRIVEWAYS, LANDSCAPING, AND OTHER
AFFECTED IMPROVEMENTS.
·CONTRACTOR SHALL MATCH EXISTING MATERIALS AND GRADES TO THE
SATISFACTION OF THE CITY OF RENTON.
·FINAL RESTORATION SHALL BE SUBJECT TO CITY OF RENTON
INSPECTION AND APPROVAL
SAFETY REQUIREMENTS:
·CONTRACTOR SHALL PROVIDE ALL FLAGGING, BARRICADES, AND
WARNING SIGNAGE.
·TRAFFIC CONTROL MUST COMPLY WITH MUTCD AND WSDOT
STANDARDS.
·ALL WORK MUST MEET FEDERAL, STATE, AND LOCAL SAFETY
REGULATIONS.
PERMITTING & NOTIFICATIONS:
·NOTIFY THE APPROPRIATE CITY/STATE AUTHORITY AT LEAST 48 HOURS
PRIOR TO CONSTRUCTION START.
·FAILURE TO NOTIFY MAY RESULT IN PERMIT REVOCATION.
·FOREMAN MUST KEEP COPIES OF ALL REQUIRED PERMITS ON-SITE AT
ALL TIMES.
ADMINISTRATION & DOCUMENTATION:
·CONTRACTOR MAY MAKE REASONABLE ON-SITE ADJUSTMENTS AS
NEEDED.
·FOREMAN SHALL MARK AND SIGN AS-BUILT DRAWINGS AND RETURN
THEM TO PSE.
·ALL CONSTRUCTION-RELATED QUESTIONS SHOULD BE DIRECTED TO:
TYLER LIBADIA
PUGET SOUND ENERGY
CONTRACT NETWORK FIBER ENGINEER
1002 37TH ST NW AUBURN, WA
EMAIL: TYLER.LIBADIA@PSE.COM
CELL: (253) 202-8366
ABBREVIATIONSLEGENDSHEET INDEX
VICINITY MAPGENERAL NOTES
Start
End
End
M
S
L
MFP25002749This permit is for Major construction work in the ROW and will be billed at an additional
$158/HR for inspections. After hours and weekend work will be billed at $175/HR
Pre-Construction meeting required
PL
SW
8'
14'
13'
3'
4'
DW SW
PL
SW SW
SW SW SW SW
PL PL PL
PL PL
PL SW
DWDWDWDW
DW
4'
5'5'
19'
6'
72'
28'
26'
25'
9'
28'
8'6'
15'6'
34'
7'
14'
119'86'75'66'
43'32'25'22'24'26'
21'
19'
23'
5'
5'
14'
50'
15'20'19'
49'
20'
6'8'
10'10'
3
6'
40'
24'20'1 3
1 3
15'
1 3
174'
16
13'
413
S
S
1 3 4
467'
SW
DW
13'
7'
103'234'10'13'
17'
29'
6'
11'
7'
40'
40'
106'
471'
11'5'6'
123'
6'9'
SW5'
6'
18'28'
47'52'
42'18'
39'
18'
41'
57'55'
28'
1 3
1 3
13
1 3
1 3
13'
13'
3
28'
143'
62'
54'
1 3
1 3
L
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9
0
0
0NEW JOINT POLE
JOINT POLE
EXISTING RISER
STORAGE 10606FT
12406FT
0
0DOUBLE DEADENDS
TANGENT CLAMPS
FIBER FTG. W/ STORAGE
FIBER FTG. W/OUT STORAGE
R
200'
RE
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CONTRACTOR TO POTHOLE AND VERIFY DEPTH,
LOCATION, AND SIZE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
1KEY NOTES:SYMBOL CORRESPONDS TO PHOTO
LOCATIONS AND ORIENTATION. SEE
SHEET 3 FOR SITE PHOTOGRAPHS.
#CONTRACTOR TO MAINTAIN 5' OF SEPARATION
AROUND EXISTING FIRE HYDRANTS AND CITY
UTILITIES.
2
RESTORATION AT BORE ENTRY/EXIT PITS AND SURFACE
DISTURBANCE PER CITY OF RENTON STANDARDS.
REFER TO CITY OF RENTON STANDARD PLANS FOR
TYPICAL TRENCH AND TRANSVERSE PATCH DETAILS.
3 4 CROSSWALK WILL BE AFFECTED, VERIFY ADA
RESTORATION REQUIREMENTS ON DETAIL 2,
SHEET 13
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
MFP25002749
239'
SW
SW SW
DW DW
105'
6'
34'
31'
52'
67'
5'
92'
6'7'18'
5'56'36'
92'
37'
28'
346'
28'
15'19'9'9'9'5'
5'6'6'
5'
7'
19'
11'
18'
40'
119'19'
40'40'
28'
28'18'28'
1 3
1 3
1 3 1 313
1 31313'13'5'
255'
13'
3
1 3
31'-1 12"
1 3
SW SW SW SW SW SW
75'
28'
152'
162'
52'
30'36'29'32'
11'
5'5'7'
7'
7'5'5'5'5'
DW DW DW DW DW
6'8'
17'28'
40'
17'
30'39'
53'
31'
41'50'
1 3 1 3 1 3 1 3
3
11'
11'
1 3 L
11'
1 3
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0
0
0NEW JOINT POLE
JOINT POLE
EXISTING RISER
STORAGE 10606FT
12406FT
0
0DOUBLE DEADENDS
TANGENT CLAMPS
FIBER FTG. W/ STORAGE
FIBER FTG. W/OUT STORAGE
R
200'
RE
N
T
O
N
Sn
o
q
u
a
l
m
i
e
t
o
T
a
l
b
o
t
.
d
w
g
MA
T
C
H
L
I
N
E
B
→
S
0
2
MA
T
C
H
L
I
N
E
C
→
S
0
3
MA
T
C
H
L
I
N
E
C
→
S
0
3
MA
T
C
H
L
I
N
E
D
→
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0
4
SN
O
Q
U
A
L
M
I
E
T
O
T
A
L
B
O
T
C
I
T
Y
O
F
R
E
N
T
O
N
U
N
D
E
R
G
R
O
U
N
D
CONTRACTOR TO POTHOLE AND VERIFY DEPTH,
LOCATION, AND SIZE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
1KEY NOTES:SYMBOL CORRESPONDS TO PHOTO
LOCATIONS AND ORIENTATION. SEE
SHEET 3 FOR SITE PHOTOGRAPHS.
#CONTRACTOR TO MAINTAIN 5' OF SEPARATION
AROUND EXISTING FIRE HYDRANTS AND CITY
UTILITIES.
2
RESTORATION AT BORE ENTRY/EXIT PITS AND SURFACE
DISTURBANCE PER CITY OF RENTON STANDARDS.
REFER TO CITY OF RENTON STANDARD PLANS FOR
TYPICAL TRENCH AND TRANSVERSE PATCH DETAILS.
3 4 CROSSWALK WILL BE AFFECTED, VERIFY ADA
RESTORATION REQUIREMENTS ON DETAIL 2,
SHEET 13
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
THERE ARE 2 REGIONAL OLYMPIC PIPELINE PETROLEUM TRANSMISSION MAINS IN THIS VICINITY.
REACH OUT TO DAVID CRABTREE (david.crabtree@bp.com, 312-594-0207). YOU WILL NEED TO
OBTAIN A PERMIT AND HAVE A BP REPRESENTATIVE PRESENT WHEN DOING ANY WORK NEAR AN
OPL LINE.
ADDITIONALLY, THESE LINES ARE TYPICALLY EQUIPPED WITH CATHODIC PROTECTION. IF THE
FIBER LINES HAVE ANY METALLIC ARMORED SHEATHING, THEY MUST BE PROPERLY GROUNDED
TO AVOID CORROSION FROM STRAY CURRENTS.
MFP25002749
DW
DW
DW DW
231'30'
49'
26'
32'
40'
14'45'
5'
193'
6'
24'
24'42'25'64'19'
101'
10'38'
5'
6'
SW
SW SW
PL
PLPL16'
4'
10'
34'
33'
28'60'
54'58'
55'
28'
1 3 1 3
1 3
1 3
1 313
12'
12'
3L
17"
34'
DW
DW
DW
DW
102'
124'
8'
73'
146'
43'
24'
36'84'
30'
30'
37'
63'33'
33'
28'
35'
48'
15'
19'
113'
33'
148'
37'44'
18'
47'
17'
18'
15'
39'
23'
13'
7'8'
11'
15'
26'6'
6'
6'6'
6'
SW SW
SW SW
SW
DW
DWDWDW
DW
12'
162'
13'
2
6'
40'
55'
18'
51'
28'
43'52'
32'
58'68'
1 3
1 3
3 1 3
1 3 1 3
13'
12'
5'
3
1
8'
86'
1 3
1 3
1 3
L
S
S
4
Pr
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S
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S
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:
Fi
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:
Ap
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S
9
0
0
0NEW JOINT POLE
JOINT POLE
EXISTING RISER
STORAGE 10606FT
12406FT
0
0DOUBLE DEADENDS
TANGENT CLAMPS
FIBER FTG. W/ STORAGE
FIBER FTG. W/OUT STORAGE
R
200'
RE
N
T
O
N
Sn
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q
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a
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T
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→
S
0
3
MA
T
C
H
L
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N
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E
→
S
0
4
MA
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C
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N
E
E
→
S
0
4
MA
T
C
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F
→
S
0
6
MATCH LINE G→ S05
SN
O
Q
U
A
L
M
I
E
T
O
T
A
L
B
O
T
C
I
T
Y
O
F
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E
N
T
O
N
U
N
D
E
R
G
R
O
U
N
D
CONTRACTOR TO POTHOLE AND VERIFY DEPTH,
LOCATION, AND SIZE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
1KEY NOTES:SYMBOL CORRESPONDS TO PHOTO
LOCATIONS AND ORIENTATION. SEE
SHEET 3 FOR SITE PHOTOGRAPHS.
#CONTRACTOR TO MAINTAIN 5' OF SEPARATION
AROUND EXISTING FIRE HYDRANTS AND CITY
UTILITIES.
2
RESTORATION AT BORE ENTRY/EXIT PITS AND SURFACE
DISTURBANCE PER CITY OF RENTON STANDARDS.
REFER TO CITY OF RENTON STANDARD PLANS FOR
TYPICAL TRENCH AND TRANSVERSE PATCH DETAILS.
3 4 CROSSWALK WILL BE AFFECTED, VERIFY ADA
RESTORATION REQUIREMENTS ON DETAIL 2,
SHEET 13
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
THIS IS AN SPU TRANSMISSION MAIN CROSSING. APPLICANT
WILL NEED TO REACH OUT TO SPU FOR REVIEW AND
APPROVAL OF THIS CROSSING
MFP25002749
GPRESIDENT PARK
SUBSTATION
TELCO BLDG
PL
DW
12'
3'SW
14'
15'
11'
74'161'
58'129'47'
31'30'30'19'19'
69'
80'
29'
25'
7'8'6'SWSWSW
PL PL3'
3'3'
7'
DWDWDW
DW
SW
7'
1 1 1 12'
1
1
1
4'PL
6'SW6'SW 1 12'
2
4'
26'
40'
43'
4'3'
31'
2
3
3 3
3
3
33
3
1 3
Pr
o
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a
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o
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:
5
T.
S
m
i
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J.
S
m
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h
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S
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:
Fi
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:
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d
b
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-
d
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:
Ch
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Co
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P
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En
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NT
S
9
0
0
0NEW JOINT POLE
JOINT POLE
EXISTING RISER
STORAGE 10606FT
12406FT
0
0DOUBLE DEADENDS
TANGENT CLAMPS
FIBER FTG. W/ STORAGE
FIBER FTG. W/OUT STORAGE
R
200'
RE
N
T
O
N
Sn
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q
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a
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m
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t
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T
a
l
b
o
t
.
d
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2
MA
T
C
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L
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G
→
S
0
4
SN
O
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A
L
M
I
E
T
O
T
A
L
B
O
T
C
I
T
Y
O
F
R
E
N
T
O
N
U
N
D
E
R
G
R
O
U
N
D
CONTRACTOR TO POTHOLE AND VERIFY DEPTH,
LOCATION, AND SIZE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
1KEY NOTES:SYMBOL CORRESPONDS TO PHOTO
LOCATIONS AND ORIENTATION. SEE
SHEET 3 FOR SITE PHOTOGRAPHS.
#CONTRACTOR TO MAINTAIN 5' OF SEPARATION
AROUND EXISTING FIRE HYDRANTS AND CITY
UTILITIES.
2
RESTORATION AT BORE ENTRY/EXIT PITS AND SURFACE
DISTURBANCE PER CITY OF RENTON STANDARDS.
REFER TO CITY OF RENTON STANDARD PLANS FOR
TYPICAL TRENCH AND TRANSVERSE PATCH DETAILS.
3 4 CROSSWALK WILL BE AFFECTED, VERIFY ADA
RESTORATION REQUIREMENTS ON DETAIL 2,
SHEET 13
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
MFP25002749
193'39'99'
31'
131'
18'
178'
37'
9'
19'
20'
25'
15'
14'
4'5'
5'
6'5'
5'5'SW
SW SW
SW SW
PL
PL PL
PL
PL
DW
DW DW
PL
10'
9
1 3 1 313
1 3 1 3
1 3
13'
28'
28'
12'
200'
13'
3
63'
109'
40'18'
29'41'
33'
166'
30'
8'
29'
35'
40'
72'
23'
12'
25'7'
10'5'
6'6'
5'5'13'
SW
SW
PL
SW
DW DW DW
DW
DW
1 313 1 3 1 3 1 3
13'
28'
13'
375'
3
1 3
S
S
4
Pr
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9
0
0
0NEW JOINT POLE
JOINT POLE
EXISTING RISER
STORAGE 10606FT
12406FT
0
0DOUBLE DEADENDS
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FIBER FTG. W/ STORAGE
FIBER FTG. W/OUT STORAGE
R
200'
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MA
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0
6
MA
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0
7
SN
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D
E
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G
R
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D
CONTRACTOR TO POTHOLE AND VERIFY DEPTH,
LOCATION, AND SIZE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
1KEY NOTES:SYMBOL CORRESPONDS TO PHOTO
LOCATIONS AND ORIENTATION. SEE
SHEET 3 FOR SITE PHOTOGRAPHS.
#CONTRACTOR TO MAINTAIN 5' OF SEPARATION
AROUND EXISTING FIRE HYDRANTS AND CITY
UTILITIES.
2
RESTORATION AT BORE ENTRY/EXIT PITS AND SURFACE
DISTURBANCE PER CITY OF RENTON STANDARDS.
REFER TO CITY OF RENTON STANDARD PLANS FOR
TYPICAL TRENCH AND TRANSVERSE PATCH DETAILS.
3 4 CROSSWALK WILL BE AFFECTED, VERIFY ADA
RESTORATION REQUIREMENTS ON DETAIL 2,
SHEET 13
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
MFP25002749
327'
36'
260'
30'
100'
15'
93'
30'
10'
16'
6'6'5'SW SW SW
DW
1 3 1 3 1 3
28'
13'
3
625'
38'
8'
172'
35'
202'178'
5'
6'6'SW
SW SW
28'
13'23'
582'
13'
3
13'25'
1 3
S
Pr
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0
0
0NEW JOINT POLE
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EXISTING RISER
STORAGE 10606FT
12406FT
0
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FIBER FTG. W/ STORAGE
FIBER FTG. W/OUT STORAGE
R
200'
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0
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MA
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C
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→
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0
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SN
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T
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D
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G
R
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D
CONTRACTOR TO POTHOLE AND VERIFY DEPTH,
LOCATION, AND SIZE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
1KEY NOTES:SYMBOL CORRESPONDS TO PHOTO
LOCATIONS AND ORIENTATION. SEE
SHEET 3 FOR SITE PHOTOGRAPHS.
#CONTRACTOR TO MAINTAIN 5' OF SEPARATION
AROUND EXISTING FIRE HYDRANTS AND CITY
UTILITIES.
2
RESTORATION AT BORE ENTRY/EXIT PITS AND SURFACE
DISTURBANCE PER CITY OF RENTON STANDARDS.
REFER TO CITY OF RENTON STANDARD PLANS FOR
TYPICAL TRENCH AND TRANSVERSE PATCH DETAILS.
3 4 CROSSWALK WILL BE AFFECTED, VERIFY ADA
RESTORATION REQUIREMENTS ON DETAIL 2,
SHEET 13
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
MFP25002749
14'13'13'
115'
29'
81'74'48'46'92'171'
26'15'50'
6'5'
24'
15'14'39'
47'
5'
41'
38'
8'
SW SW SW
DW DW DW DW DW DW
PSHLD5'PSHLD7'PSHLD 6'
59'
1 313 1 3 1 3 1 3
24'
24'
569'
13'
13'
3
5'
201'
497'
5'
22'
8'
10'
28'
31'
14'
SW
SW
PSHLDPSHLD
6'5'
22'22'
52'
1 3
23'
13'13'13'
3
Pr
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9
0
0
0NEW JOINT POLE
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EXISTING RISER
STORAGE 10606FT
12406FT
0
0DOUBLE DEADENDS
TANGENT CLAMPS
FIBER FTG. W/ STORAGE
FIBER FTG. W/OUT STORAGE
R
200'
RE
N
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CONTRACTOR TO POTHOLE AND VERIFY DEPTH,
LOCATION, AND SIZE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
1KEY NOTES:SYMBOL CORRESPONDS TO PHOTO
LOCATIONS AND ORIENTATION. SEE
SHEET 3 FOR SITE PHOTOGRAPHS.
#CONTRACTOR TO MAINTAIN 5' OF SEPARATION
AROUND EXISTING FIRE HYDRANTS AND CITY
UTILITIES.
2
RESTORATION AT BORE ENTRY/EXIT PITS AND SURFACE
DISTURBANCE PER CITY OF RENTON STANDARDS.
REFER TO CITY OF RENTON STANDARD PLANS FOR
TYPICAL TRENCH AND TRANSVERSE PATCH DETAILS.
3 4 CROSSWALK WILL BE AFFECTED, VERIFY ADA
RESTORATION REQUIREMENTS ON DETAIL 2,
SHEET 13
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
MFP25002749
482'
5'
5'5'
33'
14'
43'
5'SW SW
SW
PL
PSHLD PSHLD
18'14'
59'1 3
9'
12'
3
189'781'
5'5'
34'19'
86'
5'SW SW
DW DW
PSHLDPSHLD5'
57'
59'1 313
22'
13'
13'
3
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EXISTING RISER
STORAGE 10606FT
12406FT
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0DOUBLE DEADENDS
TANGENT CLAMPS
FIBER FTG. W/ STORAGE
FIBER FTG. W/OUT STORAGE
R
200'
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CONTRACTOR TO POTHOLE AND VERIFY DEPTH,
LOCATION, AND SIZE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
1KEY NOTES:SYMBOL CORRESPONDS TO PHOTO
LOCATIONS AND ORIENTATION. SEE
SHEET 3 FOR SITE PHOTOGRAPHS.
#CONTRACTOR TO MAINTAIN 5' OF SEPARATION
AROUND EXISTING FIRE HYDRANTS AND CITY
UTILITIES.
2
RESTORATION AT BORE ENTRY/EXIT PITS AND SURFACE
DISTURBANCE PER CITY OF RENTON STANDARDS.
REFER TO CITY OF RENTON STANDARD PLANS FOR
TYPICAL TRENCH AND TRANSVERSE PATCH DETAILS.
3 4 CROSSWALK WILL BE AFFECTED, VERIFY ADA
RESTORATION REQUIREMENTS ON DETAIL 2,
SHEET 13
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
MFP25002749
MAPLEWOOD
SUBSTATION
TELCO
BLDG
194'50'
113'
7'
67'
5'5'
5'5'
15'15'
22'
22'20'73'
35'
47'
22'7'SW SW
PL PL
DW DW DW DW DW
23
3
57'
1 3 1 3
1 3
1
31
11'
3
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9
0
0
0NEW JOINT POLE
JOINT POLE
EXISTING RISER
STORAGE 10606FT
12406FT
0
0DOUBLE DEADENDS
TANGENT CLAMPS
FIBER FTG. W/ STORAGE
FIBER FTG. W/OUT STORAGE
R
200'
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CONTRACTOR TO POTHOLE AND VERIFY DEPTH,
LOCATION, AND SIZE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
1KEY NOTES:SYMBOL CORRESPONDS TO PHOTO
LOCATIONS AND ORIENTATION. SEE
SHEET 3 FOR SITE PHOTOGRAPHS.
#CONTRACTOR TO MAINTAIN 5' OF SEPARATION
AROUND EXISTING FIRE HYDRANTS AND CITY
UTILITIES.
2
RESTORATION AT BORE ENTRY/EXIT PITS AND SURFACE
DISTURBANCE PER CITY OF RENTON STANDARDS.
REFER TO CITY OF RENTON STANDARD PLANS FOR
TYPICAL TRENCH AND TRANSVERSE PATCH DETAILS.
3 4 CROSSWALK WILL BE AFFECTED, VERIFY ADA
RESTORATION REQUIREMENTS ON DETAIL 2,
SHEET 13
PRIOR TO CONSTRUCTION,
CONTRACTOR SHALL PERFORM
SUPPLEMENTAL SURVEY AND FIELD
VERIFICATION OF ALL EXISTING
UTILITIES ALONG THE PROPOSED
BORE ALIGNMENT TO CONFIRM
LOCATION, DEPTH, AND SIZE
MFP25002749
11/14
COUNTY
KING
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GENERAL NOTES AND RESTORATION REQUIREMENTS
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STANDARD:
UTILITY LOCATIONS / CONFLICTS
THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR
TO CONSTRUCTION. THE CONTRACTOR, AT THEIR OWN EXPENSE, SHALL PERFORM POTHOLE INVESTIGATIONS, TEST
EXCAVATIONS, AND/OR BORINGS AHEAD OF THE WORK AS NECESSARY TO DETERMINE THE EXACT LOCATION, DEPTH, AND
SIZE OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES.
IT IS UNDERSTOOD THAT INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS, OR STRUCTURES MAY BE
ENCOUNTERED THAT ARE NOT SHOWN, ARE SHOWN INCORRECTLY, OR HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE
FIELD. SUCH CONDITIONS ARE CONSIDERED NORMAL AND CUSTOMARY FOR UNDERGROUND CONSTRUCTION.
THE CONTRACTOR UNDERSTANDS THAT THE PROPOSED ALIGNMENT MAY BE IN CLOSE PROXIMITY TO EXISTING UTILITIES AND
UNDERGROUND STRUCTURES NOT SHOWN ON THE PLANS, WHICH MAY REQUIRE CHANGES IN CONSTRUCTION OPERATIONS
AND MAY RESULT IN ADDITIONAL TRAFFIC CONTROL, PAVEMENT RESTORATION, BACKFILL, COSTS, AND TIME. A REASONABLE
NUMBER OF SUCH OCCURRENCES IS CONSIDERED USUAL AND ORDINARY AND IS REFLECTED IN THE BID AND PLAN OF
OPERATION. THE CONTRACTOR SHALL PROVIDE FOR THESE CONFLICTS AND ALLOW A REASONABLE AMOUNT OF TIME FOR
DESIGN CHANGES AND/OR UTILITY RELOCATIONS.
CALL BEFORE YOU DIG:
CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 PRIOR TO CONSTRUCTION.
INSPECTIONS:
THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AND OTHER APPLICABLE JURISDICTIONS TO SCHEDULE REQUIRED
INSPECTIONS.
EXCESS WATER / DEWATERING:
SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO DEWATER
IN ACCORDANCE WITH LOCAL JURISDICTION STANDARD SPECIFICATIONS PRIOR TO CONTINUING CONSTRUCTION.
EROSION CONTROL:
NO SILT-LADEN WATER SHALL BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH APPROVED EROSION AND
SEDIMENT CONTROL MEASURES.
PUBLIC SAFETY / ORDINANCES:
THE CONTRACTOR SHALL SCHEDULE AND CONTROL WORK TO COMPLY WITH ALL APPLICABLE ORDINANCES AND TO PREVENT
HAZARDS TO PUBLIC SAFETY, HEALTH, AND WELFARE.
HOUSEKEEPING:
ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS.
PLANS ON SITE:
AN APPROVED COPY OF THESE PLANS SHALL BE KEPT ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
JOB SITE RESPONSIBILITY:
THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR JOB SITE CONDITIONS, INCLUDING THE SAFETY OF
ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT APPLIES CONTINUOUSLY AND
IS NOT LIMITED TO NORMAL WORKING HOURS.
ACCESS:
PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHERE
PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED.
OPEN EXCAVATIONS:
BARRICADE OPEN DEPRESSIONS AND EXCAVATIONS OCCURRING AS PART OF THIS WORK AND POST WARNING LIGHTS WHERE
ADJACENT PROPERTIES HAVE PUBLIC ACCESS. OPERATE WARNING LIGHTS FROM DUSK TO DAWN AND AS OTHERWISE
REQUIRED.
PROTECTION OF EXISTING IMPROVEMENTS:
PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL
MOVEMENT, UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY CONSTRUCTION OPERATIONS.
TRAFFIC CONTROL:
LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY
CLOSURES DETERMINED NECESSARY TO ACCOMPLISH SPECIFIC TASKS. NO LANE OR ROADWAY CLOSURES SHALL OCCUR
WITHOUT PRIOR APPROVAL.
ALL TRAFFIC LANES AND SHOULDERS SHALL BE KEPT CLEAR OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS.
EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON STREETS. CONTRACTOR PERSONNEL SHALL NOT PARK PRIVATE
VEHICLES ALONG ROADWAYS OR MEDIANS.
SITE:
SOD AND LAWN REMOVAL SHALL BE CUT TO A NEAT VERTICAL LINE A MINIMUM OF 6 INCHES BEYOND TRENCH LIMITS. SOD
SHALL BE REMOVED FROM THE SITE OR STOCKPILED FOR REUSE.
PAVEMENT SHALL BE SAWCUT TO NEAT VERTICAL LINES A MINIMUM OF 8 TO 12 INCHES BEYOND TRENCH LIMITS. PAVEMENT
SHALL BE REPLACED WITH LIKE MATERIAL (ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE).
ALL EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR.
TRENCH EXCAVATION AND BACKFILL:
WHERE EXCAVATED MATERIAL IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK-RUN GRAVEL OR
MAY ELECT TO USE CONTROLLED DENSITY FILL (CDF). STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. MIX 1121 SHALL
BE USED IN TRAFFIC-BEARING AREAS.
COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH CITY OF RENTON REQUIREMENTS.
UTILITY DUCT:
BURIED DUCT SHALL BE SCHEDULE 80 PVC OR APPROVED EQUIVALENT UNLESS NOTED OTHERWISE. MINIMUM CONDUIT
COVER SHALL BE 36 INCHES WITH A MINIMUM SLOPE OF 0.5 PERCENT TOWARD VAULTS.
CONDUITS SHALL BE CLEANED PRIOR TO INSTALLATION AND KEPT FREE OF DEBRIS THROUGHOUT CONSTRUCTION. CONDUIT
ENDS SHALL BE PLUGGED TO PREVENT WATER AND DEBRIS INTRUSION.
AFTER INSTALLATION, EACH DUCT SHALL BE PROOFED, CLEANED, AND PROVIDED WITH PULL ROPE AND WATERTIGHT
COMPRESSION PLUGS.
WATER QUALITY:
CONSTRUCTION ACTIVITIES ADJACENT TO STORM DRAINAGE FACILITIES SHALL COMPLY WITH STATE OF WASHINGTON WATER
QUALITY STANDARDS.
THE USE OF PETROLEUM PRODUCTS ON SITE SHALL BE MINIMIZED.
DIRECTIONAL BORING:
WHEN BORING ROADWAYS, INSTALL ONE (1) 4-INCH SCHEDULE 40 PVC CONDUIT WITH PULL ROPE AND PLUGS UNLESS NOTED
OTHERWISE.
EXISTING UTILITIES SHALL BE PROTECTED. POTHOLE INVESTIGATIONS SHALL BE PERFORMED AS REQUIRED TO VERIFY
UTILITY LOCATIONS PRIOR TO BORING.
FIRE PROTECTION:
ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT.
ALL FIRE-SEALED DUCT ENDS AND CORES SHALL BE TWO-HOUR FIRE RATED. ANY EXISTING FIRE SEALS DISTURBED DURING
CONSTRUCTION SHALL BE REPAIRED OR REPLACED.
SITE RESTORATION:
ALL DISTURBED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN PRE-CONSTRUCTION CONDITIONS
AND SHALL CONFORM TO CITY OF RENTON RESTORATION STANDARDS AND SPECIFICATIONS.
VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED IN KIND AND WATERED TO ENSURE SURVIVAL.
RESTORATION REQUIREMENTS APPLY TO TRENCHING, POTHOLE INVESTIGATIONS, AND DIRECTIONAL BORING ACTIVITIES.
CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS
·ALL TRENCHING, POTHOLE INVESTIGATIONS, AND DIRECTIONAL BORING ACTIVITIES WITHIN THE CITY OF RENTON
RIGHT-OF-WAY SHALL COMPLY WITH THE CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS,
CITY OF RENTON STANDARD PLANS, AND APPLICABLE CITY-ADOPTED STANDARD SPECIFICATIONS.
·WHERE REFERENCED BY THE CITY OF RENTON, MATERIALS, WORKMANSHIP, COMPACTION, AND TESTING SHALL
CONFORM TO THE LATEST EDITION OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION AND ASSOCIATED APWA STANDARDS, AS MODIFIED OR SUPPLEMENTED BY THE CITY OF RENTON.
·PAVEMENT REMOVAL MAY BE USED IN LIEU OF GRINDING WHERE APPROVED, PROVIDED FULL-DEPTH PAVEMENT IS
REPLACED TO MEET OR EXCEED EXISTING CONDITIONS. PERMEABLE OR PERVIOUS PAVEMENT MATERIALS SHALL BE
REPLACED IN KIND WHERE FEASIBLE, OR AS APPROVED BY THE CITY ENGINEER.
·TRENCH RESTORATION SHALL BE PERFORMED BY PATCH OR OVERLAY METHODS AS REQUIRED AND INDICATED BY CITY
OF RENTON STANDARD PLANS. ALL SAWCUTS OR GRINDING SHALL EXTEND BEYOND THE EXCAVATED AREA AS REQUIRED
BY CITY STANDARDS.
·TRENCH BACKFILL MATERIALS, LIFT THICKNESSES, AND COMPACTION REQUIREMENTS SHALL CONFORM TO CITY OF
RENTON AND WSDOT/APWA STANDARDS. ALL BACKFILL AND PAVEMENT SECTIONS SHALL BE COMPACTED BY MECHANICAL
METHODS TO MEET REQUIRED DENSITY CRITERIA.
·TEMPORARY RESTORATION FOR OVERNIGHT OR SHORT-TERM USE SHALL BE PROVIDED AS REQUIRED AND MAINTAINED IN
A SAFE AND SERVICEABLE CONDITION UNTIL FINAL RESTORATION IS COMPLETED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTAINING TEMPORARY PATCHES UNTIL FINAL ACCEPTANCE.
·FINAL PAVEMENT RESTORATION SHALL BE COMPLETED AS SOON AS PRACTICABLE AND SHALL MATCH EXISTING
MATERIALS, GRADES, AND SURFACE CONDITIONS. ALL STREET SURFACES, SIDEWALKS, DRIVEWAYS, AND SHOULDERS
SHALL BE FEATHERED AND SHIMMED AS NECESSARY TO PROVIDE A SMOOTH RIDING SURFACE AND POSITIVE DRAINAGE.
·ALL COMPACTION AND MATERIAL TESTING SHALL BE PERFORMED AS REQUIRED BY THE CITY ENGINEER. TESTING SHALL
NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR MEETING CITY OF RENTON RESTORATION REQUIREMENTS.
·A CITY OF RENTON TEMPORARY TRAFFIC CONTROL PLAN, CONSISTENT WITH MUTCD AND WSDOT REQUIREMENTS, SHALL
BE SUBMITTED AND APPROVED PRIOR TO COMMENCEMENT OF WORK WHEN REQUIRED.
·UTILITY LOCATE MARKINGS ON SIDEWALKS WITHIN THE CENTER DOWNTOWN ZONE SHALL BE REMOVED BY THE
PERMITTEE WITHIN FOURTEEN (14) DAYS OF JOB COMPLETION.
MFP25002749
12/14
COUNTY
KING
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SITE DETAILS 1
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MFP25002749
13/14
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KING
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SITE DETAILS 2
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SIDES OF CURB RAMPS
LANDINGS AT THE TOP OF CURB RAMPS
COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS
Counter slopes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall not be steeper than 1:20.
The adjacent surfaces at transitions at curb ramps to walks, gutters, and streets shall be at the same level.
Where provided, curb ramp flares
shall not be steeper than 1:10
Landings shall be provided at the tops of curb ramps.
The landing clear length shall be 36 inches (915mm) minimum.
The landing clear width shall be at least as wide as the curb
ramp, excluding flared sides, leading to the landing.
MFP25002749
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14/14
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SITE PHOTOS #SYMBOL CORRESPONDS TO PHOTO LOCATIONS
AND ORIENTATION. SEE PLAN VIEW SHEET.
PHOTO #1 SHEET 2 PHOTO #3 SEE SHEET 10
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MAPLEWOOD
SUBSTATION
PHOTO #2 SHEET 5
PRESIDENT PARK
SUBSTATION
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MFP25002749
DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Conditions for Permit MFP25002749
Engineering
1 Olympic Pipeline Crossing
There are 2 Regional Olympic Pipeline(OPL) Petroleum transmission mains in the vicinity. Applicant is required
to obtain a permit from OPL and have a representative present when performing work near an OPL line.
2 SPU Transmission Main Crossing
This fiber line crosses a 36" SPU transmission Main. Applicant is required to reach out to SPU for review and
approval of this crossing prior to construction.
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