HomeMy WebLinkAboutMFP23000559DEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP23000559
IVR Number: 23000559
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:02/01/2023Application Date:3119900130Parcel Number: 1127 ABERDEEN AVE NE
Permit Type:04/05/2023Issue Date:Franchise
Permit Work Class:04/04/2024Expiration Date:Minor Utility
Job Number: 101154308Franchise Type:Electric
Description: Puget Sound Energy Electric PSE TO INSTALL NEW POLE AT P01 GRID:318607 166473. PRI L/E AT P01 IN
CUSTOMER PROVIDED TRENCH AND CONDUIT. CUSTOMER IS RESPONSIBLE FOR RESTORATION.
1:2'X3' HARD SURFACE CUT ANTICIPATED
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031ApplicantX
Test UserContact
Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08
Bellevue, WA 98009
B: (888) 225-5773Emergency
Contact
PUGET REAL ESTATE LLC 23211 244TH AVE SE
MAPLE VALLEY , WA 98038
Owner
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031Specialized
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.
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
101154308
1127 ABDERDEEN AVE NE
Jonathan King 206) 452-9624
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
1164
2019
2013
1165
1161
1158
1152
1147
1127
2007
1155
1167
1153 ABERDEEN AVE NEROW
60'
318600-166475 T69
318616-166476
37.5 kVA 120/240V (A)
SLAH4933
318630-166478
37.5 kVA 120/240V (C)
1129
318598-166452
HIG
16
318615-166458
318632-166464
318606-166459
25 kVA 120/240V (A)
ROW
75'CBA336.4MCMACSR31860-16647
SW#T88934 (25T)ABERDEEN AVE NE21'21'
14'
ROW
60'
18'
1-2" SCH'L 80 DISCONTINUOUS PVC CONDUIT ± 60'
CUSTOMER SUPPLIED & INSTALLED
PSE INST. 1-RUN 4/0 UG TPX ± 90'
CUSTOMER SUPPLIED
1-3" SCH'L 40 DISCONTINUOUS PVC CONDUIT ± 80'
PSE INST. 1-RUN 4/0 UG TPX ± 165'
CUSTOMER SUPPLIED
1-3" SCH'L 40 DISCONTINUOUS PVC CONDUIT ± 155'
4' X 4' WORK PITCUSTOMER SUPPLIED
4' X 4' WORK PITCUSTOMER SUPPLIED
3/4" CUBIC YARD SANDCUSTOMER SUPPLIED
4' X 4' WORK PIT
CUSTOMER SUPPLIED
3/4" CUBIC YARD SAND
CUSTOMER SUPPLIED
90°
R=48"90°
R=48"
70'10'130'25'6' X 6' WORK PIT
CUSTOMER SUPPLIED
1 CUBIC YARD 5/8" CRUSHED ROCK
CUSTOMER SUPPLIED
90°
R=48"
6" BEDDING OF 5/8 CRUSHED ROCK
PSE INST. 1-RUN 1/0 UG JKT CABLE ± 160'
CUSTOMER SUPPLIES AND INSTALLED
1-2" RED POLY CONDUIT ±60 '
4' X 4' RECEIVING PIT
CUSTOMER SUPPLIED
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
P01 V01 2 1 120'1 50 105 1/0AL JKT 160'EJN017 ---
2" PVC (FT) & BENDS =120'1 0 0 0 1/0 AL JKT TOTAL (FT) =160'
SITE SPECIFIC NOTES
AT P01:318602-166475
-REMOVE EXISTING 40' CL & YR UNK B.O POLE
-INSTALL NEW 45' CL-3 DISTRIBUTION POLE W/ GROUNDS PER STD 6010.1000 (PD453)
-INSTALL (1) 3-PH TANGENT POLE TOP PIN. 397AAC 6033.1012 ( TAN313)
-INSTALL (1) 9' DOUBLE CROSSARM FRAME PER STD 6011.1011 (AR32S09)
-INSTALL (1) STEEL ARM PINS & INSULATORS (MID: 8722100)
-INSTALL (1) STIRRUP, BOLTED & HOT CLAMP 1/0-397.5 & TAP AØ (MID: 2254100 & 2153100)
-INSTALL (1) 12kV 200AMP OH/UG TERMINATION PER STD 6043.1000 (TSU1C1)
-INSTALL (1) LB C/O ON NEW FG ARM, FUSE @ 25T (MID: 3412400)
-INSTALL SWITCH #T88934
-RE-ATTACH EXISTING OH PRIMARY
-INSTALL (1) 2" PRIMARY RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 (RIS2CSS)
-INSTALL GRID#
AT P02: 318598-166452
-POLE TO BE REMOVED AT A LATER DATE ( CL, HT & YR UNK)
AT P03: 318616-166476
-EXISTING 1957 40' CL UNK POLE TO REMAIN
-EXISTING 37.5kVA 120/240V XFMR TO REMAIN
AT V01: 318606-166459
-INSTALL (1) 36" X 42" 38" MINI-PAD UNISTRUT HH W/ GROUNDS PER STD 6045.1010 (MINU1SR)
-INSTALL (1) 25KVA PADMOUNT TRF (MID: 6247000)
-INSTALL (1) 12kV ELBOW KIT PER STD 6041.1000 (ELB10J)
-INSTALL (1) DUST CAP (MID: 7630600)
-INSTALL GRID #
M01 AT "1127": NEW METER BASE
-INSTALL 200A METER
M02 AT "1129": NEW METER BASE
-INSTALL 200A METER
M03 AT "1127": EXISTING OH METER
-REMOVE EXISTING OH METER
M04 AT "1129": EXISTING OH METER
-REMOVE EXISTING OH METER
SPAN SPECIFIC NOTES
*PLEASE SEE SITE PLAN, TABLES & ONE LINE DIAGRAMS FOR INSTALL**
___
___
___
SITE PLAN
SCALE: 1" = 50'
POWER GENERAL NOTES - RESIDENTIAL PROJECT
7.
6.
5.
4.
3.
2.
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.
Inclement weather conditions may cause delays in construction times and dates.
8.
9.
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:
VAULTS & WORK PITS.
-REQUIRED TO PROVIDE 4' X 4' WORK PIT AT P01 & BP1
-REQUIRED TO PROVIDE 6' X 6' WORK PIT 1 CUBIC YARDS OF 5/8” CRUSHED ROCK AT V01
-REQUIRED TO PROVIDE 4’ X 4’ WORK PIT & 3/4 CUBIC YARD OF SAND AT M01 & M02
TRENCHING & CONDUIT.
-INSTALL ± 60' OF 1-2" RED POLY CONDUIT FROM P01 TO BP1.
-INSTALL ± 60' OF 1-3" SCH'L 80 GREY PVC CONDUIT FROM BP1 TO V01.
-INSTALL ± 80' OF 1-3" SCH'L 40 GREY PVC CONDUIT FROM V01 TO M01.
-INSTALL ± 155' OF 1-3" SCH'L 40 GREY PVC CONDUIT FROM V01 TO M02.
-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 .
JOB SITE
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER
10.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.
PARTIAL PLAN DETAIL
SCALE: 1" = 20'
NOT TO SCALE
CROSS SECTION - ABERDEEN AVE NE
LOOKING NORTH
E60' ROWW
GAS
PHONE
CABLE TV
PROJECT PHASE
PWR
NOTIF#ORDER#
511390097
593247367
108141299
101154308
OH Misc
Pole/Wire Removal
Superior
JOB SITE
NEW CABLE & CONDUIT DIAGRAM
NOT TO SCALE
___
___
___
___
___
___
00 1"2"
00 50'100'
N
Vicinity Map
47.5018,-122.1913
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.
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)
CL
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
HIG-16
06/2020
178.00 194.00 240.00
2.08 0.00 0.00
180.08 194.00 240.00
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. KING 206-452-9624 10/07/22
A. PERNELL 253-289-8568 10/07/22
E. SCHOTT 714-893-2405 10/07/22
RW-125847 RENTON
HIGHLAND HAVEN
B.O POLE, PRI LE, NEW UG SVC. DEMO REBUILD
1127 ABERDEEN AVE NE RENTON 98056, WA 98038
N/A N/A
N/A 101154308
AS NOTED 1 OF 2
KING N/A N/A CSPSKEPM
NE 8-23N-05E N/A N/A
2305E029 2305E040 2305E029 HIG-16
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:JONATHAN KING
206-452-9624
JONATHAN.KING@PSE.COM 101154308SCALE: 6" = 1 MILE
OVERHEAD CIRCUIT MAP 2305E040
Owner / Developer Contact Info
officeATTN:
PUGET REAL ESTATE LLC
23211 244TH AVE SE
MAPLE VALLEY, WA 98038
JAKE ALGER 253-988-3379
CIRCUIT FEET ADDED:
SQ. FOOTAGE:
PANEL SIZE:
HEAT TYPE:
EST. DEMAND:
LRC:
% V. DROP:
% FLICKER:
Installed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER INSTALLATION
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
V01
318606-166459
25kVA
6247000
SECONDARY CABLE & CONDUIT TABLE
Work
Location
Cable Conduit
Voltage
Drop
Voltage
Flicker
As Built Information
Size Length
Design
(ft)
Size Length
Design
(ft)
Bends Foreman - Complete
FROM TO (1/0,4/0,350)(in)90°45°22°11°(Percent)(Percent)Actual Amount Installed (Conduit & Cable)
V01 M01 (1127)4/0 UG TPX 90'N/A 80'0 0 0 0 2.3%3.5%
V01 M02 (1129)4/0 UG TPX 180'3"170'0 0 0 0 2.3%2.5%
TOTAL 4/0 UG TPX 255'235'0 0 0 0
160'
2,583 SQ FT
200A
ELECTRIC
14.2kW
115A
2.3%
3.5%
SQ. FOOTAGE:
PANEL SIZE:
HEAT TYPE:
EST. DEMAND:
LRC:
% V. DROP:
% FLICKER:
760 SQ FT
200A
ELECTRIC
14.2kW
65A
2.3%
2.5%
1129
1127
POLE TABLE (NEW)
Work
Location
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P01 318607-166473 45 CL-3
Svc Repl (1127)
OH Svc Removal
Svc Repl (1129)101156657
108143331
101154311
WIRE REMOVAL TABLE
Location
Wire Size & Type Quantity
Length
(per
conductor)RemarksFromTo
P01 P03 1/0 OH TPX 1 130'
P01 P02 1/0 OH TPX 1 210'
P02 M01 2/0 OH TPX 1 30'
P02 M02 2/0 OH TPX 1 70'
Total Feet (1/0 OH TPX) Removed= 340'
Total Feet (2/0 OH TPX) Removed= 100'
513382901
513771416
101154308METER DETAIL @ M01 & M02
SCALE: NONE
32"
Typical
24"
Min
24"-36"
4'Top View
Electric & Joint Utility
Work Pit Dimensions
36"
Min
Drainage Pipe
12" Minimum Clearance
from Gas Service Lines
Conduit Depth
24" to 36" Max
Regulator
Gas MeterAssembly
48"
4'8"
Service (Permanent Detail:)
Not to Scale
ConduitEndsClosed
4'8"
24" Min
36" Typical
3'
To Trench
Property Line
Conduit Stakes
Customer Provided
3" Schedule 40 Grey PVC
Power Cable Conduit
Customer Provided
Gas Service Line Conduit
3" Conduit Service Riser
Customer Provided
Elec. Mtr Base
Elec Mtr
utility provided
Gas Meter
Relief Vent
Building Wall
Elec. Mtr
Vent
Utility
Provided
Seal
24"-36"
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.
10'
10'
APPROVED
TRANSFORMER
AREA
10'
TRANSFORMER CLEARANCES FROM COMBUSTIBLE SURFACESCOMBUSTIBLE BUILDING WALLS AND ROOFTOP VIEW
SIDE VIEW
EXCAVATION: 4-2/3 CUBIC YARDS
Rock
Crushed
6"
3'-6"
2"
6'
6'
48"42"
36"
38"
42"
Struts
VAULT & EXCAVATION DETAIL
Not to scale 6045.1000
1950 lbs
TV & TEL Electric Service Cable in Conduit
3" Schedule 40 Grey PVC
Excavated Dirt Pile
Final Grade
24" Min
24" Min
to
36" Max
Cover
Backfill for Conduit
Free of rocks
larger than 8"
in diameter
Separation
12" Min
in Conduit
Schedule 40 Yellow PVC
Gas Service Line
32" Typical
(Power, Gas,
Phone & Cable)
Separation
12" Min
12" Min
Separation
36" MINIMUM COVER
IN RIGHT OF WAY
JOINT TRENCH DETAIL
Joint Service Line in Conduit (NTS)
To Excavated Dirt Pile
Backfill for In Conduit - The backfill layer shall be soil that is free from construction debris,
glass, sharp rocks, frozen clods, and rocks larger than 8" in diameter.
UTILITY POLE EROSION CONTROL DETAIL
TOP VIEW
DRY DRAINAGE DITCH or DRY VEGETATED SITE
SLOPE
Place gravel bags for
Sediment Trap
Place straw mulch
on disturbed areaExcavated or
Augered Hole
Pole
SLOPE
Not to scale Drainage ditches or Dry vegetated sites
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
COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR PADMOUNT TRANSFORMER AND VAULT
CURB OR EDGE OF PAVEMENT
CURB OR EDGE OF PAVEMENT
5' MIN
ROAD OR
PARKING AREA
TYP. PAD
& TRANS-
FORMER
1.5' MIN
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
Not to scale
1.5' MIN
3'
MIN
3' MIN
3' MIN
10' MIN
3'
MIN
CONDUIT RISER PLACEMENT DETAIL (P01)
SCALE: NONE
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER
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)
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. KING 206-452-9624 10/07/22
A. PERNELL 253-289-8568 10/07/22
E. SCHOTT 714-893-2405 10/07/22
RW-125847 RENTON
HIGHLAND HAVEN
B.O POLE, PRI LE, NEW UG SVC. DEMO REBUILD
1127 ABERDEEN AVE NE RENTON 98056, WA 98038
N/A N/A
N/A 101154308
AS NOTED 2 OF 2
KING N/A N/A CSPSKEPM
NE 8-23N-05E N/A N/A
2305E029 2305E040 2305E029 HIG-16
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
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.
Field Face
Quadrant
Climbing
Space
Road Face
Quadrant
Climbing
Space
5" Min
CL
LCDirection of Vehicular TrafficTOP VIEW
1111 ABERDEEN AVE NESUNSE
T
B
L
V
D
N
E
(
S
R
-
9
0
0
)
P01
P02
V01
11471127
STOP
FLAGGER
STOP
FLAGGER
W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROAD
WORK
AHEAD W20-1W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
PLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PAR
K
P04
P03
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
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.
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 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
11/21/2022
511390097
0
1127 Aberdeen Ave NE, Renton, WA.
Ina Ustemchuk
425-398-6063
Ina.ustemchuk@pse.com
1 OF 2
Puget Sound EnergyTraffic Control Supervisor:
Ina Ustemchuk
Card No. 010768
Card Exp.06/30/2021
ina.ustemchuk@pse.com
(425)398-6063
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
POLE
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
1111 ABERDEEN AVE NESUNSE
T
B
L
V
D
N
E
(
S
R
-
9
0
0
)
P01P02
V01
11471127
STOP
FLAGGER
STOP
FLAGGER
W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROAD
WORK
AHEAD W20-1W20-7AW20-4ONE LANEROADAHEAD100'100'100'ROADWORKAHEADW20-1RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
PLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PAR
K
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.
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 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
11/21/2022
511390097
0
1127 Aberdeen Ave NE, Renton, WA.
Ina Ustemchuk
425-398-6063
Ina.ustemchuk@pse.com
2 OF 2
Puget Sound EnergyTraffic Control Supervisor:
Ina Ustemchuk
Card No. 010768
Card Exp.06/30/2021
ina.ustemchuk@pse.com
(425)398-6063
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
POLE
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
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