HomeMy WebLinkAboutMFP21003032.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP21003032
IVR Number: 21003032
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:06/29/2021Application Date:1723059166Parcel Number: 330 VUEMONT PL NE
Permit Type:11/15/2021Issue Date:Franchise
Permit Work Class:11/15/2022Expiration Date:Minor Utility
Job Number: 101115971Franchise Type:Electric
Description: Puget Sound Energy Electric From BP5 bore Northwest approximately 330' before continuing 130' North to BP4 to
access V04. From BP4 bore North approximately 145' to BP3 to access V03. From BP2 enter the ROW on the West
side and bore East approximately 60' to access the existing bore path.
Pothole all existing utilities. Restoration per City of Renton standards.
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
6905 S 228TH St
KENT, WA 98032
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
PEAK 88 RENTON 36 LLC 400 112TH AVE NE # 400
BELLEVUE , WA 98004
Owner
Corrie Rydberg
Puget Sound Energy
6905 S 228TH St
KENT, WA 98032
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.
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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.
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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 206.510.0575) (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
DEPARTMENT OF PUBLIC WORKS
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 1 of 2 | Published: 1ϭ/Ϯϱ/2019
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN (TCP) APPLICATION
Published: 1ϭ/Ϯϱ/2019
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL NO LATER THAN 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 TCP and
obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
TO THE APPLICANT: Submit the TCP application form and required submittal documents to
TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address.
The following items, electronic copies preferred, are all required for submittal of the TCP Application:
1.܆ A copy of the Traffic Control Plan (TCP) Application form.
2.܆ A copy of the required TCP layout, preferred 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.
܆ All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State
Traffic Control Flagger Certification handbook, by the Evergreen Safety Council.
܆ Types of plans required:
܆ Work hour plan – show all mobility impacts during construction hours.
܆ 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.
܆ Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
܆ Pedestrian access/detour plan, if applicable.
Project Name: ______________________________________________ Permit #: _____________________
Project Address: ____________________________________________________________________________
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Description of Work, Work Schedule, Equipment Used: _____________________________________________
___________________________________________________________________________________________
___________________________________________________________________________________________
Construction Company: ________________________________________ Phone/Cell: (_____) _____-________
Applicant Name: _________________________________ Email: ______________________________________
Business Address: _________________________________ City/State: __________________ Zip: __________
Approved By: _______________________________________________ Date: ________________________
Transportation Operations Engineering
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101115971
405 GRANDEY WAY
Monday Friday 8:00am 3:00pm
PLEASE SEE ATTACHED
POTELCO, INC 425 892 0416
CARRIE YLENNI CARRIE.YLENNI@PSE.COM
6905 S. 228TH ST KENT, WA 98032
MFP21003032
Scott Warlick CED 11/15/2021
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 1ϭ/Ϯϱ/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
x TCP must be approved prior to commencing the work, and all permit conditions shall be met.
x Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
x 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.
x The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
x Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.
x 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.
x TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
x 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 RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State
and City codes.
x 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 Applicant’s agents and employees.
x 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.
x In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay
for legal counsel chosen by the City to defend against same.
x Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
x Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
x Approved Temporary TCP must be at the work site during work hours.
x 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.
x 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.
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
x Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
x 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.
x The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.
x 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; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
CORRIE RYDBERG
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100'FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK
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FLAGGER TO ASSISTPEDESTRIANSSTOPFLAGGERSPOTTER TO ESCORTPEDESTRIANS CROSSINGSTREETSIDEWALK OPEN SOUTHBOUND,NO PEDESTRIAN CROSSING AT RAMPCHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGY-OB101115971333 Vuemont Pl NE Renton, WA9/17/2019stephen.gadke@pse.com425-424-6431SHEET 1 of 2POTHOLE PROJECT TRAFFIC CONTROL PLANNotes: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 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be approx. 15' WCL of Bronson WayNE & 27' SCL of Vuemont Pl .Puget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431WORK PIT28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP21003032
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RCHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Notes: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 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.8. Work area will be approx. 35' ECL of Bronson WayNE & 25' SCL of Vuemont Pl .Puget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431NPSEPUGETSOUNDENERGY-OB101115971333 Vuemont Pl NE Renton, WA9/17/2019stephen.gadke@pse.com425-424-6431SHEET 2 of 2POTHOLE PROJECT TRAFFIC CONTROL PLANWORK PIT28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYMFP21003032
FOREMAN (CHECK BOX WHEN COMPLETED)
#1 Print Name ___________________________________ Date ______________
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Material VERIFIED and CHANGES noted on Paperwork.
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
#1 Foreman's Signature _______________________________________________
and that all quality requirements are met.
Field Changes RED-LINED on As-built.
Total PRIMARY Cable noted on As-built.
Correct QC Checklist(s) reviewed.
OVERHEAD APPARATUS
"When performing planned work on a pole with an existing transformer or device, the Service
Provider will change out bolted connectors to pressed connectors". Use unit 1-3A to charge
time.
If you are working on a pole with the pole ground connected with a hot tap, replace it. If the
transformer has split bolts on the secondary neutral or services, replace them. If the primary
neutral is connected with a hot tap, replace it. If the transformer bank has a 2-bolt connector on
the neutral bus, replace it.
#1 #2
#2 Print Name ___________________________________ Date ______________
#2 Foreman's Signature _______________________________________________
PSE GENERAL SPECIFICATIONS
General
- All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards
are available upon request.
- Work sites shall be kept clear of debris and all construction materials, equipment and
packing shall be removed daily.
- Return all unused and removed poles, transformers and hardware to PSE, storeroom. All
copper shall be coiled and returned the day it is removed from the poles. Remove all unused
pins and insulators.
- Return all Street lights, area lights and floodlights.
- All fault indicators will be maintained in their current location on the 1/0 cables upon
completion of the job. If it is noted to remove any of the indicators they shall be returned to
local PSE first response department for re-issue.
Preconstruction
- Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by
permitting agency, in advance of starting work in Right-of-way involving a Permit.
- All system switching shall be approved by System Operations (425-882-4652) a minimum
of 48 hours in advance.
- Notify customers of all outages 48 hours in advance.
Work Drawings & Documents
- Field design changes shall be approved by PSE Project Manager or Engineer.
- Mark all field changes, equipment ID numbers and Underground cable information in red on
Foreman's copy of work sketch.
- Return one Foreman's copy of work sketch to Project Manager at completion of job.
- When permits are required, a copy shall be available on work site at all times.
Safety
- Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements.
- Refer to PSE standards 6275.9050 for personal protective grounding requirements.
- Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements.
- Proper line clearances shall be taken at the beginning, and released at the end, of each
work day, or as otherwise instructed by the System Operator.
Traffic /Pedestrian control notes
- Utilize flagging and other vehicle traffic control as necessary and in conformance with local
traffic regulations.
-The uniform code of traffic control shall be adhered to at all times..
-Provide signs, barricades, and traffic control in conformance with local permit regulations.
-Provide route for pedestrians when working on or near sidewalks.
-Maintain traffic flow as required by permitting agency.
NOTE: Completely rebuild terminations. EXCEPTION: DO NOT REPLACE CUTOUTS
UNLESS THEY ARE THE OLDER "BOX TYPE" OR 50 AMP "TRIP LINK" TYPE CUTOUT.
REPLACE J-BOXES IF REQUIRED. UTILIZE FEED-THRU T.U.T.s AND REMOVE
J-BOXES IF POSSIBLE. REPLACE ALL TRANSFORMER JUMPERS WITH NEW 1/0
JACKETED CABLE.
UNDERGROUND CONSTRUCTION
Additional notes to standards.
-Erosion control must be placed before construction starts. Silt bags must be installed in
downstream catch basins.
Existing Utilities:
Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point
of crossing. Protect underground utilities during excavation. Use hand excavation methods if
necessary to avoid damage to existing utilities. Fabricate and install adequate temporary
structures to support and protect underground utilities while exposed during construction.
Maintain 6" minimum clearance at crossings between existing utilities and new duct
installations. Transition trench or tunnel profile gradually as required at crossings. Maintain
24" minimum separation between new trench or tunnel and parallel existing utilities or as
required by the permit agency.
Excavation
- Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of
36" of cover for primary conductors and 24" of cover for secondary conductors.
- Road crossings and all trenches within the Right-of-way shall be of sufficient depth to
provide a minimum of 36" of cover for all conductors or as required by the permitting Agency.
- No rocks larger than 10" shall be included in backfill.
- Back fill in road crossings and within the Right-of-way shall be compacted to 95% density or
as required by the permitting Agency.
- Restore all excavated areas to original condition.
Vaults & Hand holes
- Refer to PSE standard 6775.0040 "Vault and Hand hole Installation"
- Vaults shall be placed level and 2" above final grade in landscaped areas and flush with
final grade when placed in hard surface areas.
- A minimum 6" bed of 5/8" crushed rock shall be placed under all vaults.
- All conduit entrances shall be grouted.
Conductors & Conduit
- Refer to PSE standard 6800.6000 "PVC Conduit Installation".
- Unless splices are called for, or otherwise noted or approved, conduit risers shall be
plumbed directly to road crossing conduits.
- Install insulating caps on all unused primary bushings.
- Civil crew to install Conduit plug on each end until new cable to be installed.
- All "spare" conduits shall be capped at each end.
Surface Restoration
Restore ground surface to original contour and original condition or better. Restore asphalt
and concrete in accordance with requirements of local permitting agency. Cold patch or plate
trench when necessary. Leave area in its original state or better at the end of construction.
SCOPE OF WORK
The general scope of this project is to remediate primary 1/Ø cables within the project area by the most economic
means possible using replacement, or abandonment.
The project involves replacing existing electrical cables in new conduit.
Project type : Planned
Project location :
Number of Cables : 11
Cable Footage Estimated : 1,669'
Cable Numbers Injected : 0
Cable Numbers Repaired : 0
Cable Numbers Abandoned : 30014,3798, 3799, 3800
Cable Numbers Replaced : , 4208, 4209, 4210, 4211, 4212, 4213, 30012
Trench Footage Estimated : 725'
There will be an advance notice provided by the contractor
24-hour advance notice of no parking in work areas. Access will be maintained to all residences and their
driveways. When work is occurring directly in front of driveways, the contractor will work with the residence to
manage access.
Traffic Revisions
Flagging crews will maintain one lane; flaggers will assist vehicles alternating through the roadway during work
hours.
For more information on the project
24-hour project information (888) 471-7339, (360) 825-5236
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
No
No
No
Yes
Yes
Yes
"Flagging Required"
"Outages Required"
"Locates Required"
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.
POTELCO DESIGN AND
Signature _________________________________________
Print Name _________________________________________
This design complies with PSE
Any/all variations have been
Design/Engineering Standards.
QUALITY ASSURANCE
pre-approved/documented by the
appropriate PSE Representative.
Date _________________
JOB SITE
JOB SITE
MAKE NO CHANGES TO THIS JOB WITHOUT PRIOR APPROVAL
Notify Customers and Service Area
48 HRS Prior To Planned Outages
Trench Method:
CABLE REPLACEMENT
Approximate Trench Footage:
Abandon Cable Segments:
Approximate New 1Ø/3Ø pri. Cable Footage:
Approximate 2"/4" SCH80/Poly Conduit Footage:
Replaced Cable Segments:
Vaults:
BORE
760'
4
10
190'/810'
170'/750
0
ORDER#NOTIF#PROJECT PHASE
MAINTENENCE
O & M
SUPERIOR
FAILED SILICONE
REMOVAL
EXPENSE
11462643 101115971
N/A
108109712
VICINITY MAP
OVERHEAD CIRCUIT: MAP # .
SCALE 6" = 1 MILE
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
C. YLENNI 253-720-9700 01/09/19
C. TOBIN 253-548-4516 01/09/19
N/A N/A N/A
M. POMEROY 206-234-6560 01/09/19
REQ-CITY OF RENTON
HIG-16 VUEMONT PL NE 2019 CRP
CABLE REMEDIATION PROGRAM
333 Vuemont Pl NE, Renton, WA 98056
N/A N/A
N/A 101115971
AS NOTED 1/3
KING N/A N/A QSEPRE
T23N, R05E, 17NE N/A N/A
2305E065 2305E088 2305E065 HIG-16
5/6/19 R.POPE ALTERNATE ROUTE
N/A N/A N/A
N/A N/A N/A
Potelco, Inc.DESIGNED BY 101115971333 Vuemont Pl NE, Renton, WA 98056
SURFACE IMPROVEMENT AND RESTORATION
1) ALL SPOILS WILL BE HAULED OFF SITE. 5/8" MINUS CRUSHED ROCK
WILL BE USED FOR BACKFILL OF ALL BORE PITS AND OPEN TRENCHES.
2) FOLLOWING FINAL GRADING ACTIVITY, HOT MIX ASPHALT WILL BE
APPLIED AT FINAL RESTORATION TO PROVIDE PERMANENT EROSION
PROTECTION.
INDEX
PAGE 1 - GENERAL NOTES
PAGE 2 - SITE PLAN
PAGE 3 - CABLE & CONDUIT DIAGRAM
PAGE 4 - CIVIL SITE PLAN
Overflow
Filter fabric walls for
Catch Basin Grate
dewatering sedimentCollected Sediment
Catch Basin Insert
MID 9995728
Filter fabric skirt
Secured with grate.
EROSION CONTROL
NOT TO SCALE
2305E088
LEGEND
SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV
THREE PHASE WIRE/CABLE - 12.5 KV
CABLE TERMINATION BUS (J-BOX)
NEW OVERHEAD TO UNDERGROUND CABLE
OVERHEAD TO UNDERGROUND CABLE TERM.
10T, 15T, 25T, 40T, 100T - INDICATES FUSE SIZE
TOTAL UNDERGROUND XFMR (T.U.T.)
NEW COMBINATION J-BOX/PADMOUNT XFMR
UNDERGROUND COMBINATION J-BOX/XFMR
N.T.S. = NOT TO SCALE
X.F.M.R. = TRANSFORMER
P.E. = POLYETHYLENE
ABBREVIATIONS
PRIMARY METERING
CABLE SPLICE
FAULT INDICATOR
WILL NOT PHASE (WNØ)
NORMAL OPEN (N.O.)
FUSED DISCONNECT:
SOLID BLADE DISCONNECT
HANDHOLE
PULL VAULT
UNDERGROUND SWITCH
UNDERGROUND J-BOX
NEW PADMOUNT XFMR
NEW UNDERGROUND XFMR
PAD MOUNT XFMR
ELECTRONIC MARKER
COMBINATION J-BOX/PADMOUNT XFMR
NEW UNDERGROUND COMBINATION J-BOX/XFMR
TERMINATION
CABLE TO REPLACE
PROPERTY LINE
RIGHT OF WAY
CENTERLINE
EASEMENT
CL
Primary Power in DB120 Conduit (ROW)
Excavated Dirt Pile
ROADSIDE
Final Grade
24" Min
(ROW) 36" Min Cover
(PVT PROP)
36"
48"
Max
Backfill
(No rocks over 10" diameter)
3" Sand Bedding or 5/8" minus
12" Typical
TRENCH DETAIL
NOT TO SCALE
12" Min Sand Shading or 5/8" minus
- A 3" layer of sand, 5/8" minus or clean shading is allowed when excavated native material contains rocks no larger than 8" in diameter.
Trench and backfill requirements for primary electric line extension trenches
- A 12" layer of sand, 5/8" minus or clean shading is required when excavated native material contains rocks up to 10" in diameter.
FOREMAN TO CONTACT REGIONAL CONSTRUCTION MANAGER FOR COVER DEVIATIONS FROM THIS DETAIL
PHOTOS AND DETAILED NOTES SHALL BE PROVIDED BY FOREMAN
12"
MIN
48" MAX
36" MIN
EXISTING
PAVEMENT / SIDEWALK
VERTICAL SAW
CUT LINE
CRUSHED SURFACING
MATERIAL COMPACT
TO 95% MAX DENSITY.
EXCAVATION AND HARD RESTORATION DETAIL
NOT TO SCALE
12" MIN
Primary Cable(S)
3" Sand Bedding or 5/8" minus
12" Min Sand Shading or 5/8" minus
12" MIN
ASPHALT PATCH, 2" MIN
MATCH EXISTING
in Conduit
(ROW) 36" MIN
(PVT PROP)
36"
For contacts below dial 1-888-CALL PSE (225-5773)
Contact Information
PSE: PLANNER
22884 RYEN DR NW
POULSBO, WA 98370
DOUG JONES
360-394-6636
ABANDONING PRIMARY CABLES PSE std. 6825.6200
In a Vault if the cable is
______________________________________________________________________________________
In conduit, -Remove the cable
______________________________________________________________________________________
Not in conduit or it cannot be pulled out, -Cut the cable off approximately one foot
from the vault wall. Cap old cable.
-When practical, attach the old cable
number to the cable stub.
______________________________________________________________________________________
In a Minipad hand hole
______________________________________________________________________________________
In conduit, -Remove the cable
______________________________________________________________________________________
Not in conduit or it cannot be pulled out, -Cut the cable off as much as practical
-When practical, attach the old cable number to
the cable stub.
-Stuff the tail into the bottom of the
handhole. Be sure the new cables are not
trapped by the old cables or the concentric
neutrals.
______________________________________________________________________________________
At Risers if the cable is
______________________________________________________________________________________
In Conduit -Remove Cable
______________________________________________________________________________________
Direct buried or it cannot be pulled out, -Cut off riser and old cable just below grade.Cap old cable.
-Re-fill ground back to existing grade.
and the pole will remain. -Attach the old cable number to the cable stub.
______________________________________________________________________________________
DIRECT BURIED
Direct buried or it cannot be pulled out, -Remove the riser.
and the pole will be replaced -Cut off old cable just below grade.
-Re-fill ground back to existing grade.
______________________________________________________________________________________
The cable is direct buried or it cannot be -Cut off riser and old cable just below grade.
-Re-fill ground back to existing grade.
______________________________________________________________________________________
NOTE: If the pole is to be replaced, remove the abandoned riser and elbow, and stand off brackets
(unless they support other conduits).
NOTE: If the riser is made of transite material, it shall be removed following procedures in standard 0100.5000,
"Transite Pipe Removal and Disposal."
_______________________________________________________________________________________
-Remove (not abandon) aboveground transite riser when it is encountered in the field. Belowground transite may be left in
place and backfilled. (Transite is a mixture of asbestos and cement. It is nonmetallic, flame-retardant, and resistant
to moisture, low temperature, and corrosive agents).
-For removal use an approved certified abatement contractor. Call the Environmental Services Department 24-hour pager
(206-994-3186) to have a contractor dispatched.
Procedure to Abandon Primary Cables:
1. Call the Systems Operator to request a clearance.
2. Follow the directions to ensure the cable is de-energized, apply proper tags as specified in Standard Practice
0201.1011, "Switching and Clearances Handbook," and report back to the Systems Operator.
3. Obtain a clearance from the Systems Operator on the cable to be abandoned.
4. Cut the ends of the cable.
5. The cable number tag may be left on the abandoned cable.
NOTE: The cable number shall not be reused.
6. Call the Systems Operator and release the clearance.
7. Remove all "Danger Do Not Operate" tags.
8. The System Operator will then close the Incident Number (I-number).
Existing System:
Maintain existing electrical system in service until new system is complete, tested, and ready for service.
Disable existing system only to make cutovers and connections as directed by PSE System Operator.
MFP21003032
VUEMONT PL NE (PAVED)353
P#1723059112
P#1723059182
GATE
GATE
P#9476700050
ROW=60'
EOP=34'
BP-2
BP-3
GATEPARKING LOTPARKING LOTBP-1 BORE ~ 25'PARKING LOTVU
E
M
O
N
T
P
L
N
E
(
P
A
V
E
D
)
BO
R
E
~
3
3
0
'BORE ~ 145'BP-4
BP-5
310
PARKING LOT270
330
333
330
351
P#1723059156
P#1723059157
P#1723059153
BRO
N
S
O
N
WA
Y
NE (PA
VE
D)BRONSON WAY NE (PAVED)ROW=60'
EOP=27'
EOP=36'
ROW=70'
P#1723059160
P#1723059159
P#
1
7
2
3
0
5
9
1
2
0
P#1723059166
EOP=26'BORE ~ 130'40T
UNK
T81501
BORE ~ 90'
BORE ~ 15'
BORE ~ 10'
BORE ~ 15'
40T
UNK
AØ4208
BØ4209
CØ4210
AØ4211
BØ4212
CØ4213
AØ30013
BØ30014
AØUNK
BØ30012
VU
E
M
O
N
T
P
L
N
E
(
P
A
V
E
D
)
BRO
N
S
O
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W
AY
N
E (P
A
VE
D)VUEMONT PL NE (PAVED)BRONSON WAY NE (PAVED)
AØ3798
BØ3799
CØ3800
EHV826 - AØ
EHV827 - BØ
EHV828 - CØ
1-4" - L______'
EHV829 - AØ
EHV830 - BØ
EHV831 - CØ
1-4" - L______'
UNK - BØ
JUMPER
EHV832 - BØ
1-2" - L______'
2-4" - L______'
1-4" - L______'
ABANDON
3798 - AØ
3799 - BØ
3800 - CØ
40T
T81501
1-2" - L______'
4404 - AØ
4405 - BØ
4406 - CØ
EXISTING
TO REMAIN
4238 - AØ
4239 - BØ
4240 - CØ
EXISTING
TO REMAIN
4235 - AØ
4236 - BØ
4237 - CØ
EXISTING
TO REMAIN
EHV823 - AØ
EHV824 - BØ
EHV825 - CØ
1-4" - L______'
89
5
.
6
l
b
s
8
4
4
.
0
l
b
s
EXISTING30013 - AØ
ABANDON
EHR424 - BØ
175.0 lbs 171.8 lbs32.5 lbs 32.5 lbs93.2 lbs 93.7 lbs
SITE PLAN
SCALE: 1:50
CIRCUIT FEET REMOVED: 725'
CIRCUIT FEET ADDED: 760'
EXISTING UNDERGROUND MAP: # .
SCALE: 1:100
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
C. YLENNI 253-720-9700 01/09/19
C. TOBIN 253-548-4516 01/09/19
N/A N/A N/A
M. POMEROY 206-234-6560 01/09/19
REQ-CITY OF RENTON
HIG-16 VUEMONT PL NE 2019 CRP
CABLE REMEDIATION PROGRAM
333 Vuemont Pl NE, Renton, WA 98056
N/A N/A
N/A 101115971
AS NOTED 2/3
KING N/A N/A QSEPRE
T23N, R05E, 17NE N/A N/A
2305E065 2305E088 2305E065 HIG-16
5/6/19 R.POPE ALTERNATE ROUTE
N/A N/A N/A
N/A N/A N/A
Potelco, Inc.DESIGNED BY
2305E065 101115971CONSTRUCTION NOTES
P01
-CUT OFF 1-4" L _____' RISER JUST BELOW GRADE
-CUT OFF BARE CONCENTRIC CABLE L_____' JUST BELOW GRADE
-REFILL GROUND BACK TO GRADE
-REMOVE OLD C/O & TERM
VAULT & EQUIPMENT TABLE
SITE GRID
NUMBER VAULT SIZE & COVER TYPE & SIZE
EQUIPMENT IN VAULT
PRIMARY
BUSHINGS TRANSFORMER
ID NUMBERS
(COMPANY ID)
REMARKS
LB DC
J01 318087
166430
EXISTING
JUNCTION BOX
J-BOX BELOW GRADE
W/ 3-4 POS. J-BUS
EXISTING
9 - REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
V01 318090
166430
EXISTING
VAULT
112.5kVA PM XFMR
120/208v
EXISTING
3 - REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
V02 318082
166428
EXISTING
VAULT
300kVA PM XFMR
120/208v
EXISTING
3 - REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
V03 318089
166438
EXISTING COMBO
VAULT W/ 3-4 POS.
J-BUS
100kVA PM XFMR
120/240v
EXISTING
7 - REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
V04 318075
166438
EXISTING
VAULT
100kVA PM XFMR
120/240v
EXISTING
1 - REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
J03 318054
166464
EXISTING
JUNCTION BOX
J-BOX BELOW GRADE
W/ 3-4 POS. J-BUS
EXISTING
9 - REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
TOTALS :32 -
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
192219.89146.11
08.89-8.89
192211155
1/11/2019
HIG-16
ABANDONED / REMOVE / REPLACED CABLE SCHEDULE
CABLE
NO.
SAP
EQUIP
LOCATIONS CABLE
(LF) EST
EXISTING CABLE
MFG. NAME
EXISTING CABLE
MFG. DATE
ABANDONED
CABLE LEFT IN
PLACE
ABANDON
CIRCUITRYFROMTO
3798 10583245 P01 J01 317 YES YES
3799 10583254 P01 J01 317 YES YES
3800 10583264 P01 J01 317 YES YES
4208 10584209 J01 V01 85 YES NO
4209 10584218 J01 V01 85 YES NO
4210 10584223 J01 V01 85 YES NO
4211 10584233 J01 V02 70 YES NO
4212 10584243 J01 V02 70 YES NO
4213 10584252 J01 V02 70 YES NO
30013 10502144 J02 V03 81 YES YES
30012 10522133 J02 V04 172 YES NO
TOTAL CIRCUIT FEET 725
VOLUME OF DISTURBANCE TABLE
TYPE DESCRIPTION SIZE (FT)REM CU YD
(APPX)
GRAVEL FILL
CU YD (APPX)
TYPE OF SURFACE REMARKS
BP-1 BORE PIT 2 X 8 1.8 1.8 HARD
BP-2 BORE PIT 2 X 8 1.8 1.8 HARD
BP-3 BORE PIT 2 X 8 1.8 1.8 SOFT
BP-4 BORE PIT 2 X 8 1.8 1.8 SOFT
BP-5 BORE PIT 2 X 8 1.8 1.8 SOFT
TOTAL CU YDS
(APPX)8.9 8.9
PRIMARY CABLE & CONDUIT DIAGRAM
NOT TO SCALE
PRIMARY CABLE & CONDUIT TABLE
LOCATION CONDUIT PRIMARY CABLE REMARKS
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 PLEASE RECORD FOREMAN - COMPLETE
DB120 POLY SCH 80 90 45 22 11 A B C MANUFACTURER COMPOUND YEAR
J03 J01 4 1 710 844.0 895.6 1/0 AL JKT 730 EHV823 EHV824 EHV825
J01 V02 4 1 5 32.5 32.5 1/0 AL JKT 25 EHV826 EHV827 EHV828
J01 V01 4 1 35 171.8 175.0 1/0 AL JKT 55 EHV829 EHV830 EHV831
V03 V04 2 1 170 93.7 93.2 1/0 AL JKT 190 EHV832
TOTAL 4"750'727$/810'
TOTAL 2"170'727$/190'
QTS OF GLUE 2.5 GALS OF LUBE 5.2
CIVIL CREW NOTE: ALL 2" - 90° BENDS MIN 48" RADIUS SCH-80 PVC
ALL 4" - 90° BENDS MIN 60" RADIUS SCH-80 PVC
ALL 4" - 45° BENDS SCH-80 PVC
ALL 2" - 45° BENDS SCH-80 PVC
- ALL CONDUITS SHALL BE CAPPED AT EACH END UNTIL
CABLE IS INTALLED
CREW TO PROVIDE ALL PROPERTY OWNER'S THAT ARE
IMPACTED BY PROJECT PRIOR NOTICE AND MAKE AN EFFORT
TO WORK WITH PROPERTY OWNER'S TO MAINTAIN THEIR
ACCESS TO THEIR PROPERTY, AS WELL AS, REDUCE THE
IMPACT OF OUR WORK ON THEIR USE OF THEIR PROPERTY.
FOREMAN NOTE:
CALL (800) 424-5555 UTILITY NOTIFICATION CENTER 24/7
BEFORE BEGINNING ANY EXCAVATION PREVENTS DAMAGE
TO UNDERGROUND FACILITIES, SERVICE INTERRUPTIONS &
BODILY INJURY.
MAPS & RECORDS NOTE:
-J02 AND V03 IS A COMBO VAULT, NOT A
SEPARATE JBOX AND PADMOUNT AS SHOWN IN
EXISTING UNDERGROUND PSE MAPS.
MFP21003032
VUEMONT PL NE (PAVED)GATEROW=60'EOP=34'BP-2GATEPARKING LOTPARKING LOT
PA
R
K
I
N
G
L
O
T VUEMONT PL NE (PAVED)310PA
R
K
I
N
G
L
O
T270 330333330351P#1723059157P#1723059153B
R
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S
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W
A
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N
E
(
P
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D
)
BRONSON WAY NE (PAVED)ROW=60'EOP=27'EOP=36'ROW=70'P#1723059160P#1723059159P#1723059120P#1723059166EOP=26'BP-2BP-3BP-1BORE ~ 25'BORE ~ 330'BORE ~ 145'BP-4BP-7BORE ~ 130'BORE ~ 90'BORE ~ 15'BORE ~ 10'BORE ~ 15'8CABLE RUN = 9'FROM WATER LINE UTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPC. YLENNI253-720-970001/09/19C. TOBIN253-548-451601/09/19N/AN/AN/AM. POMEROY206-234-656001/09/19REQ-CITY OF RENTONHIG-16 VUEMONT PL NE 2019 CRPCABLE REMEDIATION PROGRAM333 Vuemont Pl NE, Renton, WA 98056N/AN/AN/A101115971AS NOTED3/3KINGN/AN/AQSEPRET23N, R05E, 17NEN/AN/A2305E0652305E0882305E065HIG-16 5/6/19R.POPEALTERNATE ROUTEN/AN/AN/AN/AN/AN/APotelco, Inc.DESIGNED BY101115971CIVIL SITE DETAILED PLANSCALE: 1:30EXISTING WATEREXISTING POWEREXISTING TELEPHONEEXISTING GASEXISTING STORM DRAINEXISTING SEWERLEGENDEXISTING FIBER OPTICSTREET CENTER LINECLRIGHT OF WAYCABLE TO REPLACEBORE PITBORE PIT"BP"- ---SCALE: 1"=___'NEW J-BOX VAULTPROPERTY LINEEASEMENTPOT HOLEWIRE CREW FOREMAN NOTE:ALL FAULT INDICATORS WILL BE MAINTAINED IN THEIR CURRENTLOCATION ON 1/0 CABLES AFTER NEW CABLE IS INSTALLEDUNLESS OTHERWISE SPECIFIED. PLEASE RED-MARK ALL FAULTINDICATORS ON "CABLE DIAGRAM" FOR MAPPING.CIVIL CREW FOREMAN NOTE:MAINTAIN ON SITE, IN GOOD CONDITION, A COMPLETE FILE OF ALLWORK DRAWINGS. THESE DRAWINGS SHALL BE AVAILABLE ATALL TIMES TO A PUGET SOUND ENERGY REPRESENTATIVE.CORRECTIONS AND CHANGES MADE DURING THE JOB SHALL BERECORDED CONTINUOUSLY ON THESE DRAWINGS. FURNISHPUGET SOUND ENERGY A COMPLETE SET OF AS-BUILT PRINTS(FOREMAN'S COPIES) AT THE END OF THE JOB.CIVIL FOREMAN NOTE:POTHOLING IS REQUIRED PRIOR TO DRILLING AND THEBORE PROFILE SHALL BE PREPARED ON SITE AND PROVIDEDTO THE INSPECTOR FOR APPROVAL.NEW CONDUIT SHALL BE AT 36" MINIMUM DEPTH TO THETOP AND MAINTAIN A MINIMUM 1-FOOT VERTICALCLEARANCE BETWEEN OUTER SURFACE OF EXISTINGSTRUCTURE AND MINIMUM 5-FOOT HORIZONTALSEPARATION OF WATER MAIN, STORM DRAIN AND SEWERSTRUCTURE.CALL (800) 424-5555 UTILITY NOTIFICATION CENTER 24/7 BEFOREBEGINNING ANY EXCAVATION PREVENTS DAMAGE TOUNDERGROUND FACILITIES, SERVICE INTERRUPTIONS & BODILYINJURY.INSTALL CATCH BASIN INSERT ON ALL CB WITHCONSTRUCTION ZONE.ALL SPOILS WILL BE HAULED OFF SITE.5/8" MINUS CRUSHED ROCK WILL BE USED FOR BACKFILLElectric Cable in SCH80 POLY ConduitFinal Grade24" Typical(6" Min)36" MinCoverBackfill shall not damage the conduit.Backfill hard surface w/while directional drilling36" MinDepthFinal Grade24" Typical(6" Min)8' Longcrushed rock 5/8 minusBackfill soft surface withclean natural materialPLAN VIEWTYPICAL BORE COVERWill maintain 36" Min. depth BORE PIT DETAILNOT TO SCALEBORE PITPOT HOLE*NOTE:BORE PITS, TRENCH HATCHING & POTHOLES ARE NOTSHOWN TO SCALE FOR VISUAL PURPOSES. PLEASE SEE BOREPIT DETAIL FOR TYP. BORE PIT & TRENCH DIMENSIONS.4" Min Shading Clean NativeSoil, Sand or 5/8" Minus2" Min Bedding Clean NativeSoil, Sand or 5/8" MinusMFP21003032POTHOLE ALL EXISTING UTILITIESRESTORATION PER CITY OF RENTON STANDARDS