HomeMy WebLinkAboutMFP25000098.pdfNote: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
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.
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. The following items are all required for submittal of the TCP Application:
☐Electronic Copy of the TCP Application
☐Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
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:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
PLEASE SEE ATTACHED
POTELCO, INC
6905 S 228TH ST KENT, WA 98032
105106268
751 PARK AVE N
JENNY CHAU 253-208-9480
MFP25000098
Monday Friday 9 am 3 pm
Holly Powers - CED 1/14/2025
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
Contractor or entity must 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 business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
Any lane or street closures not in conformance with the approved traffic control plan 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 of Renton 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 traffic control plans including claims arising from towing of private vehicles and
the acts of the Permit Holder’s agents and employees.
The City of Renton 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 Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
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.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555
NE 2nd Street).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
CORRIE RYDBERG
1/7/2025
12
11
12
11
12
12
11
12
11
12
BU
S
ST
O
P
P
A
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K
A
V
E
N
N 8TH ST
12111112
J01
S/W
CLOSED R9
-
9
CROSS HERE
S/W CLOSED
R9
-
1
1
A
W2
0
-
1
ROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
W2
0
-
5
R
W4
-
2
R
X'
≥
X'
≥
X'≥
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W2
0
-
1
ROAD
WORK
AHEAD
12 11 12 11 12
ARRW-BRD
PLACE SIGN AT
INTERSECTION OF PARK AVE
N & N 6TH ST
CROSS HERE
S/W CLOSEDAHEAD
R9
-
1
1
BU
S
ST
O
P
N
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Kali-Jamal Collins
424-425-6425
Kali-jamal.collins@pse.com
1 OF 2751 Park Ave N, Renton, WA
0
514972400
11/08/2024
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated,
if indicated use ADA compliant channelization.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flaggers shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
UG/BOX/VAULTVAULT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. Collins
Card No. 013375
Card Exp. 10/2026
Kali-Jamal.Collins@pse.com
(425)424-6425
12
11
12
11
12
12
11
12
11
12
BU
S
ST
O
P
P
A
R
K
A
V
E
N
N 8TH ST
12111112
12111112
PV1
J02
V01
ARRW-BRD
W2
0
-
1
ROAD
WORK
AHEAD
RIGHT LANE
CLOSED
AHEAD
W2
0
-
5
R
W4
-
2
R
X'
≥
X'
≥
X'≥
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W20-1
RO
A
D
WO
R
K
AH
E
A
D
W2
0
-
1
ROAD
WORK
AHEAD
BU
S
ST
O
P
MOVE BUS STOP 500' SOUTH.
KING COUNTY METRO WILL BE
CONTACTED AT
206-477-1150 FIVE DAYS IN ADVANCE
OF SCHEDULED DATE.
CROSS HERE
S/W CLOSED
R9
-
1
1
A
S/W
CLOSEDR9
-
9
PLACE SIGN AT
INTERSECTION OF PARK AVE
N & N 6TH ST
CROSS HERE
S/W CLOSEDAHEAD
R9
-
1
1
Project Address:
Page
PSE PUGET
SOUND
ENERGY
Designer:
Job #
REV
Kali-Jamal Collins
424-425-6425
Kali-jamal.collins@pse.com
2 OF 2751 Park Ave N, Renton, WA
0
514972400
11/08/2024
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated,
if indicated use ADA compliant channelization.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flaggers shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
UG/BOX/VAULTVAULT
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Jamal I. Collins
Card No. 013375
Card Exp. 10/2026
Kali-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
If needed, inspector may require
additional Traffic control
measures in the field.
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CO
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T
318377-166192
318374-166191
25 kVA 120/240V (A)
318366-166182
ROW
90'
PCR
24
10
'
PA
R
K
A
V
E
N
751
318361-166185
318359-166185
50 kVA 120/240V (A)
J
J
CUSTOMER SUPPLIED
9' X 11' WORK PIT
W/ 6" BEDDING OF 5/8" CRUSHED ROCK
CUSTOMER SUPPLIED
8' X 10' WORK PIT
W/ 6" BEDDING OF 5/8" CRUSHED ROCK
PSE PROVIDED & CUSTOMER INSTALLED
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 240'
IN CUSTOMER PROVIDED TRENCH
J
318359-166185
50 kVA 120/240V (A)
318361-166185
318377-166192
CUSTOMER SUPPLIED
4' X 4' RECEIVING PIT
PSE PROVIDED & CUSTOMER INSTALLED
1-2" SCH'L 80 CONTINUOUS PVC CONDUIT ± 15'
IN CUSTOMER PROVIDED TRENCH
90°
R=60"
105'
13
5
'
15
'
J
CUSTOMER PROVIDED & INSTALLED
1-4" HDPE PVC CONDUIT ± 105'
IN CUSTOMER PROVIDED TRENCH
CUSTOMER SUPPLIED
4' X 4' MINIMUM RECEIVING PIT
PSE INST. 1-RUN 1/0 UG JKT CABLE ± 260'
(AØEKA446)
(BØEKA447)
(CØEKA448)
PSE INST. 1-RUN 1/0 UG JKT CABLE ± 35' (AØEKA449)
J
318359-166185
50 kVA 120/240V (A)
318361-166185
318377-166192
J
PRIMARY CABLE & CONDUIT TABLE
LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE
FROM TO SIZE
(IN)QTY.
DESIGN
LENGTH
(FT)
BENDS PULL
(LBS)
PULL
REV
(LBS)
CABLE SIZE
DESIGN
LENGTH
(FT)
PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED
90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE
J01 J02 4 1 240 1 298 305 3Ø 1/0AL JKT 260 EKA446 EKA447 EKA448 -
J02 V01 2 1 15 51 46 1Ø 1/0AL JKT 35 EKA449 --
2" PVC (FT) & BENDS =15 0 0 0 0 1Ø 1/0 AL JKT TOTAL (FT) =35
4" PVC (FT) & BENDS =240 1 0 0 0 3Ø 1/0 AL JKT TOTAL (FT) =260
UNDERGROUND CIRCUIT MAP
SCALE: 1" = 100'
SITE PLAN
SCALE: 1" = 50'
JOB SITE
CUSTOMER DEVELOPMENT NOTES:
A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE WORK.
CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND
ENERGY STANDARDS & LOCAL MUNICIPALITY.
**DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL**
CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING:
CROSSING/BORING.
-OPEN TRENCH OR BORING FOR CROSSINGS ARE ALLOWED PER LOCAL MUNICIPALITY PERMIT REQUIREMENTS.
-CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO CONSTRUCTION.
-PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION WORK IN
RIGHT OF WAY.
-EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY.
VAULTS & WORK PITS.
-REQUIRED TO PROVIDE 4' X 4' WORK PIT AT J01
-REQUIRED TO PROVIDE 9' X 11' WORK PIT W/ 6" BEDDING OF 5/8" CRUSHED ROCK AT J02
-REQUIRED TO PROVIDE 8' X 10' WORK PIT W/ 6" BEDDING OF 5/8" CRUSHED ROCK AT V01
TRENCHING & CONDUIT.
-INSTALL ±105' OF 1-4" HDPE CONDUIT FROM J01 TO BP1
-INSTALL ± 135' OF 1-4" SCH'L 80 CONDUIT FROM BP1 TO J02.
-INSTALL ± 15' OF 1-2" SCH'L 80 CONDUIT FROM J02 TO V01.
-REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL OF THE CONDUITS.
JOB SITE READINESS.
-JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE.
-ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL MUNICIPALITY.
-ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5
BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE.
-REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT
ALL TIMES.
-REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING.
- IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED.
-PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT.
-IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A
MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS .
N
Vicinity Map
47.49504, -122.20223
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
EROSION & SEDIMENT CONTROL REQUIREMENTS
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
FOREMAN (CHECK BOX WHEN COMPLETED)
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
Field Changes RED-LINED on As-built.
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Foreman's Signature _______________________________________________
Print Name ___________________________________ Date ______________
Material VERIFIED and CHANGES noted on Paperwork.
Total PRIMARY Cable noted on As-built.
Company ID#'s RECORDED in correct location on As-built.
Deviations noted on the As-built and their reason.
I certify that the work performed meets PSE's standards and procedures
and that all quality requirements are met.
JOB SITE
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
NEW CABLE DIAGRAM
NOT TO SCALE
NEW CONDUIT DIAGRAM
NOT TO SCALE
SITE SPECIFIC NOTES
AT J01: 318377-166192 (3) 2-57, 2-59
-EXISTING VAULT TO REMAIN
-INSTALL (3) 12kV ELBOW KIT PER STD 6041.1000 (ELB10J)
-INSTALL CABLE TAGS
AT J02: 318361-166185 2-60, 2-45, (3) 2-57
-INSTALL (1) HH 4'8" X 7' X 5' HH W/ GROUNDS PER STD 6055.1030 (JBOX15L)
-INSTALL (4) 12kV ELBOW KIT PER STD 6041.1000 (ELB10J)
-INSTALL (8) DUST CAPS (MID: 7630600)
-INSTALL GRID #
-INSTALL CABLE TAGS
AT V01: 318359-166185 3-19A
-INSTALL (1) 8' X 10' W/24" X 60" ACCESS PER STD 6315.1000 (9996110)
-INSTALL (1) 50KVA PADMOUNT TRF (MID: 6247100)
-INSTALL (1) 12kV ELBOW KIT PER STD 6041.1000 (ELB10J)
-INSTALL (1) DUST CAP (MID: 7630600)
-INSTALL (3) #6-350 KCMIL SECONDARY CONNECTION BLOCKS (MID: 4842002)
-INSTALL CABLE TAG:
-INSTALL GRID #
-CONNECT 1-RUN OF CUSTOMER OWNED, INSTALLED, & MAINTAINED 250KCMIL SVC
AT PV1: 318366-166182
-EXISTING VAULT TO REMAIN
AT FV1:(2) 2-60
-EXISTING PSE FIBER VAULT TO MOVE 5' TO 10' NORTH OF EXISTING LOCATION
-EXTEND AND RECONNECT EXISTING FIBER AS NEEDED.
AT M01:(2) 2-60
-PSE METER DEPT TO INSTALL METER ON 200A PANEL
SPAN SPECIFIC NOTES
SEE SITE PLAN, TABLES AND ONE LINES FOR INSTALL
J01 TO J02:2-55
00 1"2"
00 50'100'
Installed at site:
Grid Number:
kVA Rating:
TRANSFORMER INSTALLATION (PM)
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
Foreman to redline the following information
50kVA 120/240v
6247100
V01
318359-166185
AØ
POWER GENERAL NOTES - COMMERCIAL PROJECT
8.
EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and
restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over
PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer
will provide any and all shoring or they will side slope the trench to 1:1.
All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from
this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy.
All switching arrangements and/or outage arrangements are to be made with the Project Manager at least
three (3) working days in advance.
Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing
work to get the underground facilities located.
STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk,
etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager.
SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction
materials which would restrict construction and/or equipment access, before work can begin.
Roads shall be paved or have a compacted , crushed rock base in place.
CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from
combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard
posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water,
storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them, or
as required by your local municipality.
All work is to be done in accordance with local municipal and county permit requirements as applicable.
Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits
and crossings from the individual unit's meter base to the designated connection point on private property.
Inclement weather conditions may cause delays in construction times and dates.
1.
2.
3.
4.
5.
6.
7.
9.
11.
10.
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
PCR-24
11/2023
103.00 96.00 98.00
6.58 0.00 0.00
109.58 96.00 98.00
JOB SITE
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
J. CHAU 253-208-9480 10/09/24
J. CHAU 253-208-9480 10/09/24
E. SCHOTT 714-893-2405 10/09/24
REQUIRED RENTON
LIVAWAY SUITES
3Ø PRI L/E TO NEW JBOX, 1Ø L/E TO NEW PM XFMR, RELO FIBER VAULT
751 PARK AVE N, RENTON, WA 98057
N/A N/A
N/A 105106268
AS NOTED 1 OF 2
KING N/A N/A CSPSKEPM
SW 8-23N-05E N/A N/A
2305E031 2305E040 2305E031NW PCR-24
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:JENNY CHAU
253-208-9480
JENNY.CHAU@PSE.COM
GAS
PHONE
CABLE TV
PROJECT PHASE
PWR
NOTIF#ORDER#
10
5
1
0
6
2
6
8
SCALE: 6" = 1 MILE
OVERHEAD CIRCUIT MAP 2305E040
Owner / Developer Contact Info
officeATTN:
WEST 77 PARTNERS
2265 116TH AVE NE. SUITE 110-C
BELLEVUE, WA 98004
TODD LUST 206-909-0944
CIRCUIT FEET ADDED:
SQ. FOOTAGE:
PANEL SIZE:
HEAT TYPE:
EST. DEMAND:
LRC:
% V. DROP:
% FLICKER:
255'
59,712 SQ FT
2500A
ELECTRIC
45kW
65A
1.6%
0.7%
515323774
514972400
3002776511
104364627
594162211
105106268
Temp Meter
Temp PM XFMR
Fiber Vault Relocate
Superior
FAULT CURRENT TABLE
1Ø PM TRANSFORMERS (240/120V)
120V WINDINGS 240V WINDINGS
LOCATION SIZE R/X MIN.
%Z
FAULT
CURRENT
MIN.
%Z
FAULT
CURRENT
V01 50KVA 0.5 2.34 18,700 AMPS 1.80 12,300 AMPS
CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE
SITE # OF
METERS SOURCE # OF RUNS WIRE SIZE REMARKS
M01 1 V01 1 250KCMIL -
ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE
VAULT & EQUIPMENT TABLE
SITE #GRID #
VAULT SIZE &
COVER
TYPE & SIZE
EQUIPMENT IN
VAULT
PRIMARY
BUSHINGS TRANSFORMER ID NUMBERS
(COMPANY ID)
AS-BUILT INFORMATION
LB DC FOREMAN: INCLUDE PHASE TAPPED
J02 318367-
166181
4'8"x7'x5'
w/2-3' Sq Doors
Matid: 7663200
J-Box Below Grade
w/4-Pos J-Bus x3
Matid: 7625900
4 8
V01 318368-
166178
8'x10' w/
24"x60" Access
Matid: 9996110
50KVA MP TRF
120/240
Matid: 6247100
1 1
MFP25000098
pothole all utilities - including
new utilities that are not shown
on this sketch.
Communications
Primary Power
Cables or Conduit
Excavated Dirt Pile
ROADSIDE
Final Grade
24" Min
12" Min
Separation
36"
Min
Cover
48"
Max
Backfill
(No rocks over 10" diameter)
Separation
12" Min
Gas
4" Sand Bedding
32" Typical
(Power, Gas, and
Communications)
JOINT TRENCH DETAIL
Primary-Mainline Gas & Communications (NTS)
Separation
12" Min
6" or 12" Min Sand Shading after Compaction
- A 6" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter.
Trench and backfill requirements for primary electric line extension trenches (No PSE gas)
- A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter.
FLOW DIRECTION
LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,
SECURE WITH PEA GRAVEL BAGS.
6'
3'
8"
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
SILT FENCE DETAIL
Not to Scale 0150.3200
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
4'
TRANSFORMER CABINET
FOOTPRINT
1Ø PRIMARY CABLE
IN 1-2" PVC CONDUIT 4'
TOP VIEW
36" MIN COVER
6" CRUSHED ROCK BEDDING
TEMPORARY CONCRETE LID
1Ø PRIMARY CABLE
2" PVC CONDUIT
TEMPORARY CONCRETE
PAD
COMPACTED
BACKFILL
CUSTOMER SUPPLIED
SECONDARY PVC
TEMPORARY TRANSFORMER INSTALLATION DETAIL
Not to scale 6315.1000
CLEAR WORKING SPACE FOR J-BOX
NOT TO SCALE
FIELD SIDE (PREFERRED)
ROAD SIDE (PREFERRED)
6' MIN
3'
MIN
3'
MIN
3' MIN
2"
Excavation - 19-1/2 cubic yards
SIDE VIEW
5'-4"Crushed
6"
Rock
TOP VIEW
9'
11'
7'-0"
4'-0"
1'
4'-8"
4,750 lbs
2,490 lbs
VAULT & EXCAVATION DETAIL @ J02
Not to scale 6055.1030
10
5
1
0
6
2
6
8
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
J. CHAU 253-208-9480 10/09/24
J. CHAU 253-208-9480 10/09/24
E. SCHOTT 714-893-2405 10/09/24
REQUIRED RENTON
LIVAWAY SUITES
3Ø PRI L/E TO NEW JBOX, 1Ø L/E TO NEW PM XFMR, RELO FIBER VAULT
751 PARK AVE N, RENTON, WA 98057
N/A N/A
N/A 105106268
AS NOTED 2 OF 2
KING N/A N/A CSPSKEPM
SW 8-23N-05E N/A N/A
2305E031 2305E040 2305E031NW PCR-24
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
J-BOX B-FLY DETAIL (J01)
SCALE: NONE
Exist 4" (FEED)
Prop 4" (J02)
J-BOX B-FLY DETAIL (J02)
SCALE: NONE
Exist 2" (318377-166192)
Prop 4" (J01)
Prop 2" (V01)
Will maintain 36" Min. depth while directional drilling
36" Min
Depth
Final Grade
TYPICAL BORE COVER
TYPICAL BORE NOTE
CALL (800) 424-5555 UTILITY NOTIFICATION CENTER A MINIMUM OF 2
BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION TO PREVENT
DAMAGE TO UNDERGROUND FACILITIES & AVOID BODILY INJURY.
PSE/POTELCO REPRESENTIVE MUST BE ONSITE FOR DURATION OF BORE
POTHOLING IS REQUIRED PRIOR TO BORE. ALL OTHER UTILITIES SHALL
HAVE THEIR ALIGNMENTS AND PROFILES MAPPED. BORING
CONTRACTOR SHALL PREPARE A PROPOSED BORING ALIGNMENT AND
PROFILE ON SITE AND PROVIDE IT TO THE PSE/POTELCO
REPRESENTATIVE FOR APPROVAL BEFORE COMMENCING ANY WORK
BORING CONTRACTOR SHALL USE CONDUIT AND MATERIALS
PROVIDED ONLY BY PSE/POTELCO WHEN OPERATING IN PUBLIC RIGHT
OF WAY
NEW CONDUIT SHALL BE INSTALLED PER PSE STANDARDS AND ADHERE
TO ALL JURISCITION REQUIREMENTS. NEW CONDUIT SHALL BE
INSTALLED AT 36" MINIMUM COVERAGE. LOCAL JURISIDICTIONS MAY
HAVE DIFFERENT REQUIREMENTS FOR MINIMUM COVERAGE IN PUBLIC
RIGHT OF WAY.
NEW CONDUIT SHALL MAINTAIN MINIMUM 1-FOOT VERTICAL
CLEARANCE BETWEEN OUTER SURFACES OF EXISTING UTILITIES AND
STRUCTRES. IT SHALL ALSO MAINTAIN A MINIMUM 5-FOOT
HORIZONTAL SEPARATION OF WATER MAIN, STORM DRAIN AND 5-FOOT
OF SEWER STRUCTURE. LOCAL JURSIDICTION MAY REQUIRE A
DIFFERENT MINIUM SEPARATION.