HomeMy WebLinkAboutMFP23006060.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP23006060
IVR Number: 23006060
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:12/06/2023Application Date:3340404006Parcel Number: 1601 LIND AVE SW
Permit Type:12/14/2023Issue Date:Franchise
Permit Work Class:12/13/2024Expiration Date:Minor Utility
Job Number: 101160733Franchise Type:Electric
Description: Puget Sound Energy Electric CREW TO PARK IN ROW. NO HS CUTS
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
101160733
1601 LIND AVE SW
JENNY CHAU JENNY.CHAU@PSE.COM
MFP23006060
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 12/14/2023
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
1601 Lind Ave SW Renton WA 98057 USA121212BUSSTOP221222SW 16TH STSENECA AVE SW1313SW 16TH STSW 16TH STRAYMOND AVE SW RAYMOND AVE SW14131418181112132020
JSSSW1BP1W20-1ROADWORKAHEADX'≥X'≥X'≥RIGHT LANECLOSEDAHEADW20-5RW1-4LW20-1ROADWORKAHEADW20-1ROADWORKAHEADRESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURESW 16TH STLIND AVE SW
W20-1
ROADWORKAHEADW20-1ROAD
WORK
AHEAD
CENTER LANECLOSEDAHEAD W9-3X'≥X'≥CONETOPPER
CONETOPPERCONETOPPERCONETOPPERLEFTKEEPR4-8BNSIGN 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 11601 LIND AVE SW, RENTON, WA 980570 51387147311/22/2023Notes: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 ______________.)LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPUG/BOX/VAULTVAULTMINIMUM 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)424-6425MFP23006060
1601SENECA AVE SWS.W. 16TH STREET
N89°34'32"E 1027.81'
STREET
SIGN
30' DWY
N89°34'32"E
32.54'
"NO TRESPASSING"
SIGN
17 P.S.
FLAG POLE
APPROXIMATE
FLOOD ZONE
BOUNDRY PER
FEMA FLOOD MAP
17 P.S.
(6) "H/C
PARKING"
SIGNS
CONC.
STAIRS
CRW
BENCH
PRIMARY ENTRANCE
2"DEC
2"DEC 2"DEC
4"DEC
BENCH
GENERATOR
GENERATOR
ENTRANCE / EXIT
CRW
D
EXISTING FENCE ENCLOSURE
2 P.S.
DISTANCE TO FIRE
DEPARTMENT VEHICLE ACCESS
2"DEC
(TYP.)
8 P.S.
8008200077
FRONT SETBACK
5.00'S01°22'05"W
6'CONC. WALK
BUS SHELTER
"FLOOD
EVAC. ROUTE""BUS STOP"
O/H E
"15 MIN
PARKING"
O/H E
PROPERTY LINEN01°20'40"E460.23'11 P.S.105'-0"20.0'CROSSWALK(22)(20)(24)(2
4
)
(24
)(25)(23)(25)
22.6
5
23.
6
7
23.
5
3
23.
5
1
19.
6
3
19.
9
4
19.
4
4
19.3
0
23.0
6
EOP EOP EOP EOP
EOP EOP
317313-165612
317317-165612
SLAG7035
317292-165615
317321-165606 s3/17
317315-165598
317290-165600
2500 kVA 277/480V (ABC)
317290-165598
317315-165602
U2224
317317-165591 4/1
317317-165610
317292-165616
1500 kVA 480V (ABC)ROW80'317317-165609
EAR
17
317315-165600
U2233
4/0 CUABCN
336.4 MCMACSR ABCNPSE SUBSTATION JJJ
JCUSTOMER PROVIDED & INSTALLED 1-4"
CONTINUOUS SCH'L 80 PVC CONDUIT ±5' IN
CUSTOMER PROVIDED TRENCH±10'22°
R=48"
CUSTOMER PROVIDED
WORK PIT
BORE TO END AT
ENTRANCE OF J02
13'8'2'13'11'20'
CUSTOMER PROVIDED & INSTALLED 1-4"
CONTINUOUS RED POLY HDPE CONDUIT SEE
CONDUIT DIAGRAM FOR TOTAL FOOTAGE
CUSTOMER PROVIDED & INSTALLED 1-4"
CONTINUOUS SCH'L 80 PVC CONDUIT ±5' IN
CUSTOMER PROVIDED TRENCH
NON-COMBUSTIBLE WALL
9' X 11' X 6"
BEDDING OF 5/8" OF
CRUSHED ROCK
11' X' 11 X 6" BEDDING OF
5/8" OF CRUSHED ROCK
JJPSE INST. 1-RUN 3Ø PRI. 12KV1/0 UG JKT
CABLE ±315'
(AØEJN517)
(BØEJN518)
(CØEJN519)
PSE INST. 1-RUN 3Ø PRI. 12KV1/0 UG JKT
CABLE ±25'
(AØEJN520)
(BØEJN521)
(CØEJN522)N.O.
PSE INST. 1-RUN 3Ø PRI. 12KV1/0 UG JKT
CABLE ±25'
(AØEJN523)
(BØEJN524)
(CØEJN525)JJ±20'
90°
R=48"±5'CUSTOMER PROVIDED
6' X 6' MIN BOREPIT
CUSTOMER PROVIDED
4' X 4' WORKPIT
±10'
FIELD
BEND
90°
R= ±87'±60'±45'22°
R=48"
SEE PARTIAL PLAN FOR BENDS, CONDUIT
FOOTAGE, AND WORK PITS
CUSTOMER PROVIDED & INSTALLED
1-4" CONTINUOUS RED POLY HDPE
CONDUIT ±285'
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.
Owner / Developer Contact Info
officeATTN:
UNIVERSITY OF WASHINGTON
PO BOX 352210
SEATTLE, WA 98101
RICK CARTE 425-223-1805 101160733GAS
PHONE
CABLE TV
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:JENNY CHAU
(253) 208-9480
JENNY.CHAU@PSE.COM
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 05-09-23
R. REYNOLDS (253) 262-7409 05-09-23
R.REYNOLDS (253) 262-7409 7-14-23
RW-_____RENTON
UW CENTRAL LAB
3Ø PRIMARY L/E , JBOX SET, 1/0 SYSTEM LOOP
1601 LIND AVE SW, RENTON, WA 98057
N/A N/A
N/A 101160733
AS NOTED 1 OF 2
KING N/A N/A CSPSKEPM
SW 19-23N-05E N/A N/A
2305E075 2305E076 2305E075NW EAR-17
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
101160733513871473
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
VIC-14
10/2022
108 110 108
107 107 107
215 217 215
SITE PLAN
SCALE: 1" = 50'
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.
- 4' X 4' WORK PIT AND 6'X 6' MIN. RECEIVE PIT AT SW1
- 6' X 6' MIN. BORE PIT AT BP1
- 4' X 4' WORK PIT AT J01
- 9' X 11' WORK PIT WITH 6" BEDDING OF 5/8" CRUSHED ROCK AT J02
- 11' X 11' WORK PIT WITH 6" BEDDING OF 5/8" CRUSHED ROCK AT V01
TRECHING AND CONDUIT.
- INSTALL ±285' OF 1-4" RED POLY HDPE CONDUIT FROM SW1 TO J02
- INSTALL ±10' OF 1-4" SCH'L 80 GREY PVC CONDUIT FROM J02 TO J01
- INSTALL ±10' OF 1-4" SCH'L 80 GREY PVC 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 .
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
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)
SITE SPECIFIC NOTES
AT SW1 EXISTING: 317315-165602
-EXISTING VAULT TO REMAIN
-EXISINTG SWITCH TO REMAIN
AT J01 EXISTING: 317292-165602 2-36, 2-55, 2-57, 2-59
-EXISTING VAULT TO REMAIN
-INSTALL (3) L/B ELBOW KITS 6041.1000,ELB10J
-PARK CABLES AØEJN520, BØEJN521, CØEJN522
AT J02 NEW: 317290-165598 3-19B, 2-57
-INSTALL NEW 5' X 7' X 5' VAULT W/ 4 POS 6055.1030, JBOX15L
-INSTALL (9) L/B ELBOW KITS 6041.1000,ELB10J
-INSTALL (3) DUST CAPS MID: 7630600
AT V01 NEW: 317290-165600 3-19B
-INSTALL NEW 7' X 7' X 6'-2 VAULT W/ 8' X 10' COVER 6045.5000, PM3P12D
-INSTALL CABLE LADDER RACK MID: 9997916
-INSTALL 2500kVA 277/480V XFMR MID: 6259500
-INSTALL (16) 501 - 750KCMIL CONNECTOR BARS MID: 7651003
-INSTALL (64) CONNECTOR LUGS MID: 7651008
-INSTALL (3) L/B ELBOW KITS 6041.1000,ELB10J
-INSTALL GRID#
-CONNECT CUSTOMERS OWNED, INSTALLED, AND MAINTAINED (22) RUNS OF 500KCMIL
AT M01 NEW:
- PSE METER DEPT. TO INSTALL (2) METERS ON (2) 4000A PANELS.
SPAN NOTES:
-SEE SITE PLAN, TABLES AND ONE-LINES FOR INSTALL
00 1"2"
00 50'100'
CIRCUIT FEET ADDED: 295'
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
200,000
4000A
GAS
2067.7KW
543A
3.6%
1.1%
CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE
BLDG.# OF
METERS SOURCE # OF RUNS WIRE SIZE REMARKS
M01 2 V01 14 700KCMIL -
ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE
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
DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Design As Built
Actual Amount
Installed
(Conduit & Cable)
SW1 J02 4"1 285'X 2 2 631.8 552.1
3Ø PRI
12KV 1/0
UG
315'EJN517 EJN518 EJN519
J02 J01 4"1 5'X 138 137.2
3Ø PRI
12KV 1/0
UG
30'ENJ520 EJN521 EJN522
J02 V01 4"1 5'X 31.2 31.2
3Ø PRI
12KV 1/0
UG
30'ENJ523 EJN524 EJN525
4" PVC (FT) & BENDS 295'3Ø PRI UG TOTAL (FT)375'
PARTIAL PLAN
SCALE: 1" = 10'
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 2500KVA 0.1 --5.30 56,700 AMPSInstalled 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
2500kVA 277/480v
6259500
V01
317260-165600
Vault & Equipment Table
Site Grid
Number
Vault Size
& Cover
Type & Size
Equipment
In Vault
Primary Bushings Transformer
ID Numbers
(Company ID)
ASBUILT INFORMATION
Foreman-Complete (Include Transformer
Phase Tapped and Test Secondary Voltage)LB DC
J02 317290
165598
JBOX15L
(5'x7'x6')JBX15 9 3
V02 317290
165600
PM3P12D
(7'x7'x6.167')
PAD-3P-12-277/480-2
500 (2500 kVA)3 1
NEW CABLE DIAGRAM
NOT TO SCALE
NEW CONDUIT DIAGRAM
NOT TO SCALE
UNDERGOUND MAP 2305E075NW
NOT TO SCALE
JOB SITE
OVERHEAD CIRCUIT MAP 2305E076
SCALE: 6" = 1 MILE
JOB SITE
MFP23006060
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
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.
COOLING FINS
&-J-BOX
ENCLOSURES
18"MIN
1-PHASE &
TOP VIEW
TRANSFORMERS
PADMOUNT
3-PHASE
10'MIN
ACCESS DOORS
3'MIN
18"MIN
CLEAR WORKING SPACE FOR PM XFMRS
Not to scale 6775.0035.01
AND ABOVE GROUND J-BOX ENCLOSURES
101160733UTILITIES
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 05-09-23
R. REYNOLDS (253) 262-7409 05-09-23
R.REYNOLDS (253) 262-7409 7-14-23
RW-_____RENTON
UW CENTRAL LAB
3Ø PRIMARY L/E , JBOX SET, 1/0 SYSTEM LOOP
1601 LIND AVE SW, RENTON, WA 98057
N/A N/A
N/A 101160733
AS NOTED 2 OF 2
KING N/A N/A CSPSKEPM
SW 19-23N-05E N/A N/A
2305E075 2305E076 2305E075NW EAR-17
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
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
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.
3'
10'
APPROVED
TRANSFORMER
AREA
3'
TRANSFORMER CLEARANCES
FROM NON- COMBUSTIBLE SURFACESNON-COMBUSTIBLE BUILDING WALLS AND ROOF2"
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
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
Not to scale 6051.1500
J-BOX B-FLY DETAIL (J01)
SCALE: NONE
Exist 4" (317292-165616)
Prop 4" (SW1)
Exist 4" (317292-165562)
Exist 4" (317313-165612)
J-BOX B-FLY DETAIL (J02)
SCALE: NONE
Prop 4" (V01)
Prop 4" (J01)
Prop 4" (J02)
Customer Owned Services
Prop 4" (J02)
PM XFMR VAULT B-FLY DETAIL (V01)
SCALE: NONEFRONT OF TRANSFORMERPM SWITCH VAULT B-FLY DETAIL (SW1)
SCALE: NONE
EXIST 4" (317315-165598)
SPARE 4"
EXIST 4" (317315-165598)
SPARE 4"
EXIST 6" (SUB)
EXIST 6" (317317-165610)
EXIST 4" (FEED THROUGH)
EXIST 4" (FEED THROUGH)
EXIST 4" (FEED THROUGH)
Prop 4" (J02)
EXIST 4" (317315-165598)
AØ - ACW439
BØ - ACW440
CØ - ACW441
3
2
1
3
2
1 1
2
3
3
2
1
CØ - EHE191
BØ - EHE190
AØ - EHE189
AØ - EJN517
BØ - EJN518
CØ - EJN519
CØ -VACANT
BØ - VACANT
AØ - VACANT
PMH-11 CONNECTION DIAGRAM
NEW CONNECTION (SW1)
NOT TO SCALE 6056.1000-6
U2233
TO J02
317315-165600
MFP23006060