HomeMy WebLinkAboutMFP24000590.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24000590
IVR Number: 24000590
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:02/08/2024Application Date:3340402805Parcel Number: 209 SW 12TH ST
Permit Type:02/29/2024Issue Date:Franchise
Permit Work Class:02/28/2025Expiration Date:Minor Utility
Job Number: 101169545Franchise Type:Electric
Description: Puget Sound Energy Electric CREW TO PARK IN ROW AT P01, J01, EM1 CREWS EQUIPMENT TO BE IN ROW
ALONG TRENCH. NO WORK IN ROW.
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031ApplicantX
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
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
101169545
209 SW 12TH ST
JENNY CHAU 253-208-9480
Scott Warlick CED
Monday - Friday 8:00AM - 3:00PM
MFP24000590
2/29/2024
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
MAPLE AVE SW
SW 12TH STP01SW 12TH
STMAPLE AVE SW
PV1EM1V01209MM0112121212121218181818STOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7AS GRADY WAYSTOP
W20-1ROAD
WORK
AHEAD W20-4ONE LANE
ROAD
AHEAD
X'≥X'≥X'≥W20-7ARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREFROM
TO
TOW AWAY AR
E
A
PHONE 684-54
4
4
NAME OF FIRM
X
X
X
-
X
X
X
-
X
X
X
X
NO PARKINGPLACE S
IGNS
BOTHSIDES OF WORK
AREA1313131311111111111111NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVJason Bisenius425-424-7316jason.bisenius@pse.com1 OF 1209 SW 12TH ST, RENTON, WA 980550 51377367501/31/2024Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hoursas per jurisdictional requirements. (Generallybetween 9 a.m. and 4 p.m. on non-arterials andfrom 9 a.m. to 3 p.m. on arterials. If night timework is approved, Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPTRENCHMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425MFP24000590
1-4" SCH'L 80 CONDUIT
317433-165738 T0/14
37.5 kVA 120/240V (B)
SW#_____ (100T)
317441-165737
317424-165742
500 kVA 277/480V (ABC)
1-4" SCH'L 80 CONDUIT
1-4" SCH'L 80 CONDUIT
SW 12TH S
T ROW50'
317450-165764 T145/1
112.5 kVA 208V (ABC)
GRA
26
317443-165738 T144/19X
317444-165761 T0/13
50 kVA 120/240V (B)
SLAG7001
101
215
317433-165738 T0/14
37.5 kVA 120/240V (B)
SW#_____ (100T)
209
336ACSR
336ACSRABC
317424-165742
500 kVA 277/480V (ABC)
317441-165737
317433-165738 T0/14
37.5 kVA 120/240V (B)
SW#_____ (100T)
317441-165737
317424-165742
500 kVA 277/480V (ABC)
3Ø PRI 12KV 1/0 UG
A: EJN448
B: EJN449
C: EJN450
OVERHEAD CIRCUIT MAP 2305E076
SCALE: 6" = 1 MILE 101169545SITE SPECIFIC NOTES
P01 EXISTING 317433-165738:
-EXISTING 1962 75FT CL-1 POLE TO REMAIN
-INSTALL 200A 3-PHASE TERM LI TERM 6043.1003(TSU3LTW)
-INSTALL (3) FUSES @100T (MID:3412700)
-INSTALL SW#______
-INSTALL 4" PRI RISER ON S/O BRACKETS 6042.1000(RIS4CSS)
PV1 NEW 317441-165737:3-20
-INSTALL 4'-8" X 7'X 6' VAULT W/ ADJ ANTI-SKID MID:9996162 6051.1500(SVTDAAS)
-COIL CABLES TWICE AROUND VAULT
-INSTALL GRID#
V01 NEW 317424-165742:3-19B, 1-08A
-INSTALL 7' X 7' 6'-2" VAULT 6045.5000(PM3P12D)
-INSTALL 8' X 8' COVER (MID:7918001)
-INSTALL GALVANIZED LADDER RACK (MID:9997916)
-SET 500KVA, 277/480V PM XFMR (MID:6259250)
-INSTALL (4) #501 - 750KCMIL SECONDARY CONNECTOR BARS (MID:7651003)
-INSTALL (16) CONNECTOR LUGS BOLT KITS (MID:7651008)
-INSTALL (3) L/B ELBOWS 6041.1000, ELB10J
-INSTALL GRID #
-CONNECT CUSTOMERS, OWNED, INSTALLED, AND MAINTAINED 2-RUNS OF 600KCMIL
EM1 NEW:
-INSTALL ELECTRONIC MARKER BALL (MID:7668501)
M01 NEW:
-PSE METER DEPT. INSTALL METER ON 800A PANEL
SPAN NOTES:
-SEE SITE PLAN, ONE-LINES AND TABLES FOR INSTALL
SCALE: NONE
CONDUIT ONE-LINE
CUSTOMER NOTES
Customer is responsible for all trenching, select backfill, compaction & restoration per Puget Sound Energy
Standards & Local Municipality (See PSE Electric Service Handbook for more details).
1.Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to
commencing work to get the underground facilities located.
2.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.
3.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.
4.Roads shall be paved or have a compacted , crushed rock base in place.
5.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.
6. All work is to be done in accordance with local municipal and county permit requirements as applicable.
7.Inclement weather conditions may cause delays in construction times and dates.
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.
9.EROSION & SEDIMENT CONTROL: Erosion & sediment control shall be per PSE standard practice
0150.3200 techniques for temporary erosion & sediment control & any additional local jurisdiction
requirements. (Local jurisdiction may have additional requirements including notes detailing where
erosion or sediment control structures are to be installed, cross section details of the typical erosion
structures, & special requirements for work in sensitive areas.)
10.Customer is required to have meter inspected and approved by L&I/City prior to construction.
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
500kVA 277/480v
6259250
V01
317424-165742
POWER GENERAL NOTES - COMMERCIAL PROJECT
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.
1.
2.
N
Vicinity Map
47.469457, -122.220439
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
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)
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 02/22/23
R. REYNOLDS 253-262-7409 02/22/23
R.REYNOLDS 253-262-7409 02/22/23
RW-______RENTON
BROTHERTON CADILLAC PERM POWER
3-PHASE L/E
209 SW 12TH ST, RENTON, WA 98055
N/A N/A
N/A 101169545
AS NOTED 1 OF 2
KING N/A N/A CSPSKEPM
NW 19-23N-05E N/A N/A
2305E074 2305E076 2305E074SE GRA-26
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#
Owner / Developer Contact Info
officeATTN:
BROTHERTON CADILLAC
209 SW 12TH ST
RENTON, WA 98055
BRAD BROTHERTON 425-981-1000
513773675
.
.
.
101169545
Dist UG Maint
Dist OH Maint
Superior
SITE PLAN
SCALE: 1" = 50'
JOB SITE
& ANY ADDITIONAL LOCAL JURISDICITON REQUIREMENTS.
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
EROSION & SEDIMENT CONTROL REQUIREMENTS
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
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.
-PROVIDE A 11' X 11' WORK PIT & 6" BEDDING OF 5/8" CRUSHED ROCK AT V01.
-PROVIDE A 4' X 4' WORK PIT AT P01.
-PROVIDE A 9' X 11' WORK PIT & 6" BEDDING OF 5/8" CRUSHED ROCK AT PV1.
TRENCHING & CONDUIT.
-TRENCH AND INSTALL ±130' OF 1-4" SCH'L 80 GREY PVC CONDUIT FROM P01 TO PV1.
-TRENCH AND INSTALL ±260' OF 1-4" SCH'L 80 GREY PVC CONDUIT FROM PV1 TO V01.
-TRENCH AND INSTALL ±60' OF 1-4" SCH'L 80 GREY PVC CONDUIT FROM PV1 TO EM1.
-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 .
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
20,000
800A
ELECTRIC
176KW
383A
1.0%
2.4%
CIRCUIT FEET ADDED: 450'
CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE
BLDG.# OF
METERS SOURCE # OF RUNS WIRE SIZE REMARKS
M01 1 V01 2 600KCMIL -
ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
GRA-26
06/2020
87.00 91.00 86
9.60 9.60 9.60
96.60 100.60 95.6
SCALE: NONE
CABLE ONE-LINE
00 1"2"
00 50'100'
ONE-LINE LEGEND
PROPOSED UG RISER
PROPOSED CABLE
DISCONNECT - FUSED
PROPOSED PULL VAULT
EXISTING POLE
PROPOSED PADMOUNT TRANSFORMER
PROPOSED CONDUIT
NOTE: PRIMARY CONDUIT IS PSE PROVIDED & CUSTOMER
INSTALLED, UNLESS OTHERWISE SPECIFIED.
PRIMARY CABLE IS PSE PROVIDED & INSTALLED
Primary Cable & Conduit Table (Foreman to Complete)
LOCATION CONDUIT PRIMARY CABLE
QTY OF LUBE (gal.)AS BUILT
INFORMATION
From To Size
(in)
Qty
Design
Length
(ft)
Actual
Length
(ft)
TYPE BENDS PULL
(lbs)
PULL
Rev
(lbs)
Cable
Size Design
Length
(ft)
Actual
Length
(ft)
CABLE NUMBERS MANUFACTURING
INFORMATION
FOR FEEDER CABLE
ONLY Check applicable box
DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Tape CN #4/0 NEU Design As Built
Actual Amount
Installed
(Conduit &
Cable)
P01 PV1 4"1 130'X 1 0 0 0 211 185.2
PRI
12KV
1/0 UG 480'EJN448 EJN449 EJN450
PV1 V01 4"1 260'X 2 0 1 0 454.4 562.2
PRI
12KV
1/0 UG
PV1 EM1 4"1 60'X 0 2 0 0 N/A N/A CONDUIT ONLY
PROPOSED ELECTRONIC MARKER
FAULT CURRENT TABLE
3Ø PM TRANSFORMERS (480Y/277V)
277V WINDINGS 480V WINDINGS
LOCATION SIZE R/X MIN.
%Z
FAULT
CURRENT
MIN.
%Z
FAULT
CURRENT
V01 500KVA 0.2 --2.30 26,100 AMPS
DEDICATED FACILITIES (V01) for 383 LRC & Dedicated TRF Location
SITE SPAN ADDITIONAL REMARKS LABOR UNITS
#FROM TO FOOTAGE
-DF V01 180 DED. WIRE 2-55
V01 ---UPGRADE 300KVA TO 500KVA
TOTAL FT=180
TOTAL: 4" SCH'L 80 = 450'TOTAL: PRI 12KV 1/0 = 480'TOTAL BENDS 90° = 345° = 222° = 1
applicant should coordinate with the
developer and developer's civil
designer regarding the storm system
contained in this area. the storm system
is shallow and alignment of the
conduit matches that of the storm
system and V01 is located near a storm
line.
MFP24000590
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. CHAU 253-208-9480 02/22/23
R. REYNOLDS 253-262-7409 02/22/23
R. REYNOLDS 253-262-7409 6/1/23
RW-______RENTON
BROTHERTON CADILLAC PERM POWER
3-PHASE L/E
209 SW 12TH ST, RENTON, WA 98055
N/A N/A
N/A 101169545
AS NOTED 2 OF 2
KING N/A N/A CSPSKEPM
NW 19-23N-05E N/A N/A
2305E074 2305E076 2305E074SE GRA-26
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 101169545COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
CURB OR EDGE OF PAVEMENT
CURB OR EDGE OF PAVEMENT
5' MIN
ROAD OR
PARKING AREA
TYP. PAD
& TRANS-
FORMER
3'
MIN
3' MIN
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
3' MIN
Customer Owned Services
Prop 4" (P01,PV1)
PM XFMR VAULT B-FLY DETAIL (V01)
SCALE: NONE FRONT OF TRANSFORMERGUARD POST INSTALLATION
GUARD POST LOCATIONS
10' MIN. REQUIRED
ROAD OR PARKING AREA
GUARD
POSTS
5'
MIN
MIN
WORK SPACE
5'
MAX
5'
MAX
6"
CONCRETE
5'
MAX
5'
MIN
5'
MIN
PAINTED
YELLOW
MIN
2'-6"
6"
3'-6"
6'-0"
CURB OR EDGE
OF PAVEMENT
CURB OR EDGE
OF PAVEMENT
The following styles of guard posts are approved for Puget Sound Energy transformers:
- 6 ft x 4 in. diameter Schedule 40 or better galvanized steel pipe filled with concrete.
The concrete shall have a minimum compressive strength of 3000 psi after 28 days.
The exposed portion of the post shall be painted traffic yellow.
- 6 ft x 9 in. diameter precast steel-reinforced concrete post.
Available from Utility Vault Company, Auburn, WA; or Hanson Inc., Tacoma, WA.
The exposed portion of the post shall be painted traffic yellow.
PAD &
FRONT
GUARD
XFMR
3' MIN
TYPICAL
MIN
18"18"
MIN
MIN
3'
LENGTH
GUARD POST INSTALLATION
Not to scale 0700.1600-02
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.
PRIMARY TRENCH DETAIL
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
CONDUIT RISER PLACEMENT DETAIL (P01)
SCALE: NONE
Field Face
Quadrant
Climbing
Space
Road Face
Quadrant
Climbing
Space
5" Min
CL
LC
Direction of Vehicular Traffic
TOP VIEW
4' x 4' Work Pit
(Pole Butt Must Be Exposed)
TOP VIEW
6'MIN
VAULT LID
3'MIN
3'MIN
3'MIN
ROAD SIDE (PREFERRED)
FIELD SIDE (PREFERRED)
TOP VIEW VAULT LID
6775.0035.02Not to scale
PULL VAULT B-FLY DETAIL (PV1)
SCALE: NONE
Prop 4" (P01)
Prop Spare 4" (J02)
Prop 4" (V01)
Cables must enter the vault so that
they will lay in the opposite direction.
TOP VIEW
21" Min. bend radius
LSG317on 750 cable
Mark each cable withcable numbers
Nylon cable tie
PULL VAULT CABLE ENTRY DETAIL
Not to scale
2"
Excavation - 20 cubic yards
10'-0"
7'-0"
8'-0"
8"
6'-2"
SIDE VIEW
6'-6"Crushed
6"
Rock
11'
11'
TOP VIEW
5'-6"
7'-0"
6045.5000Not to scale
VAULT & EXCAVATION DETAIL
4'-0"
1'-0"
5'-8"
8"
7'-0"
Tubes for 1"
adjustable bolts ( 4)
Cover
2,490 lbs
Top Section
1,835 lbs
Base
4,760 lbs
4'-8"
(2) 3' Square
Plate Doors
NOTE: For Installations in pavement or sidewalks with adjustable cover
SIDE VIEW
TOP VIEW
9'-0"
11'-0"
2"
6'-0"
6"Crushed
Rock
3-piece handhole, increase excavation Depth to 6'-6" and 24 cubic yards.
4'-8" x 7' Handhole ( 575) w/adjustable Cover
MID#: 7663206
VAULT & EXCAVATION DETAIL
Not to scale 6051.1500
Excavation - 20 cubic yards
MFP24000590