HomeMy WebLinkAboutMFP24002830.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24002830
IVR Number: 24002830
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:06/03/2024Application Date:0423059247Parcel Number: 3926 NE 12TH ST
Permit Type:06/26/2024Issue Date:Franchise
Permit Work Class:06/26/2025Expiration Date:Minor Utility
Job Number: 101166021Franchise Type:Electric
Description: Puget Sound Energy Electric SHELTON AVE NE & UNION AVENUE ON NE 12TH ST. CREW TO INSTALL POLES
P01 THROUGH P04 AND REMOVE CREW P07 THROUGH P09. 3 80' TRENCHES TO GO ACROSS NE 12TH SO
FOR CROSSING X01, X04 AND X06. APPROX 275' OF TRENCHING ON THE N SIDE OF NE 12TH ST FOR4
CROSSING X02,X03,X05 AND X,07. 1 CONCRETE CUT AND 6 SOFT SURFACE CUTS ANTICIPATED.
RESTORATION PER CITY OF RENTON STANDARDS.
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
101166021
3926 NE 12TH ST
RANDY BLACKIE 425.457.2614
Monday Friday 8:00am 3:00pm
Scott Warlick CED 6/26/2024
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
c-curbc-curbc-curbc-curbP06V01P07P02P03P04P05P09P11P08J01V0212.512.5NE 12TH STc-curbBUSSTOPBUSSTOPBUSSTOPBUSSTOPNE 11TH PLSHELTON AVE NEREDMOND PL NE181816169912.512.5
12.512.5 NE 12TH ST12.512.5 NE 12TH STP01HH2H1ASTOP
STOP
STOP
FROM TOTOW AWAY AREA
PHONE 684-5444
NAME OF FIRM XXX-XXX-XXXX
NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAEXISTING GATEW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-1ROADWORKAHEAD W20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROAD
WORK
AHEAD W20-4ONE LANEROADAHEAD
100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEAD100'≥S/WCLOSEDR9-9S/WCLOSEDR9-9
CROSS HERES/W CLOSEDAHEADR9-11 PLACE AT THEINTERSECTIONWITH NE 11TH STC/W
CLOSEDR9-3RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREFLAGGERS SHALL STOP TRAFFIC IN ALLDIRECTIONS AND ESCORT PEDESTRIANSAROUND/THRU WORK AREANSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVFlaviana Nunes425-424-7386flaviana.rodriguesnunes@pse.com1 OF 43926 NE 12th St, Renton0 51441197005/01/2024Notes: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,if indicated use ADA compliant channelization.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 hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. 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 WAYFLAGGERSTOPPOLETEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386UG/BOX/VAULTVAULTHANDHOLETRENCHMFP24002830
c-curbc-curbc-curbc-curbP06V01P07P02P03P04P05P09P11P08J01V0212.512.5NE 12TH STc-curbBUSSTOPBUSSTOPBUSSTOPBUSSTOPNE 11TH PLSHELTON AVE NEREDMOND PL NE181816169912.512.5 NE 12TH ST12.512.5 NE 12TH STP01HH2STO
P STOP
STOP EXISTING GATEW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4100'≥100'≥100'≥W20-7ARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURESTOP
W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4
100'≥100'≥100'≥W20-7AW20-1ROAD
WORK
AHEAD W20-4ONE LANE
ROADAHEAD100'≥100'≥100'≥W20-7AH1AProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVFlaviana Nunes425-424-7386flaviana.rodriguesnunes@pse.com2 OF 43926 NE 12th St, Renton0 51441197005/01/2024Notes: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,if indicated use ADA compliant channelization.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 hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. 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 WAYFLAGGERSTOPPOLETEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040UG/BOX/VAULTVAULTHANDHOLETRENCHMFP24002830
c-curbc-curbc-curbc-curbc-curbP06V01P07P02P03P04P05P09P11P08J01V0212.512.5NE 12TH STc-curbBUSSTOPBUSSTOPBUSSTOPBUSSTOPNE 11TH PLSHELTON AVE NEREDMOND PL NE18181616 9912.512.5 NE 12TH ST12.512.5 NE 12TH STP01HH2H1ASTO
P STOP
STOP EXISTING GATEW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADW20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4100'≥100'≥100'≥W20-7ARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURESTOP
W20-1ROADWORK
AHEAD W20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROAD
WORK
AHEAD W20-4ONE LANE
ROADAHEAD100'≥100'≥100'≥W20-7AS/WCLOSEDR9-9S/WCLOSEDR9-9
C/W
CLOSEDR9-3FROM TOTOW AWAY AREA
PHONE 684-5444
NAME OF FIRM XXX-XXX-XXXX
NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAFLAGGERS SHALL STOP TRAFFIC IN ALLDIRECTIONS AND ESCORT PEDESTRIANSAROUND/THRU WORK AREACROSS HERE
S/W CLOSEDAHEAD
R9-11PLACE AT THEINTERSECTION WITHTACOMA AVE NEProject Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVFlaviana Nunes425-424-7386flaviana.rodriguesnunes@pse.com3 OF 43926 NE 12th St, Renton0 51441197005/01/2024Notes: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,if indicated use ADA compliant channelization.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 hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. 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 WAYFLAGGERSTOPPOLETEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040UG/BOX/VAULTVAULTHANDHOLETRENCHMFP24002830
c-curbc-curbc-curbc-curbc-curbP06V01P07P02P03P04P05P09P11P08J01V0212.512.5NE 12TH STUNION AVE NEBUSSTOPBUSSTOPBUSSTOPBUS
STOP
UNION AVE NE SHELTON AVE NE181812.512.5
12.512.5 NE 12TH ST1111P01HH2H1ASTOP
STOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEAD 100'≥RESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSURESTOP
NE 11TH PL
1616W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4
100'≥100'≥100'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4200'≥200'≥200'≥
W20-7A
W20-1ROADWORKAHEAD BEPREPAREDTOSTOPW3-4
200'≥200'≥200'≥W20-7AMOVE BUS STOP 200' WEST.KING COUNTY METRO WILL BECONTACTED AT 206-477-1150 FIVE DAYSIN ADVANCE OF SCHEDULED DATE.Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVFlaviana Nunes425-424-7386flaviana.rodriguesnunes@pse.com4 OF 43926 NE 12th St, Renton0 51441197005/01/2024Notes: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,if indicated use ADA compliant channelization.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 hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. 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 WAYFLAGGERSTOPPOLETEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Flaviana R. NunesCard No. 013414Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040UG/BOX/VAULTVAULTHANDHOLETRENCHMFP24002830
N
Vicinity Map
47.5031, -122.1667
Owner / Developer Contact Info
officeATTN:
DR. HORTON
11241 SLATER AVENUE NE, STE #200
KIRKLAND, WA 98033
CLINT LUCAS 425.821.3400
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
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.
PHONE
CABLE TV
514411970 101166021
N/A 108155358
N/A 583076600
N/A 593257787
N/A 584051507
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Removal
OH Transformer
OH Modification
UG Transformer 101166021N/ADESIGNED BY
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
R. BLACKIE 425.457.2614 .
A. VASQUEZ .02.02.24
N/A .N/A
A. VASQUEZ .02.02.24
REDT # ( RW-134179 )RENTON
TOWNS ON 12TH
SCH 73 OH TO UG CONVERSION
P# 0423059063; 3926 NE 12TH ST, RENTON, WA 98056
PUGET SOUND ENERGY
N/A N/A
N/A 101166021
AS SHOWN 1 OF 5
KING N/A N/A QCSOKE
SE04-T23-R05E N/A N/A
2305E016 2305E040 2305E016 HIG-13
COMCAST
JAMES COHN
253.569.0636
LUMEN
.
.
ZAYO GROUP
.
.
RIGHT OF WAY
FABIANA DODSON
425.462.3281
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:RANDY BLACKIE
425.457.2614
randy.blackie@pse.com
...
...
...
CBLUCAS@DRHORTON.COM
SITE
TOWNS ON 12TH
SCHEDULE 73
OH TO UG CONVERSION
GENERAL
1. Pre-construction
Notify appropriate City or County 48 to 72 hours or as required by
permitting agency before starting work on any right-of-way involving a permit.
Follow all requirements as outlined by the permitting agency.
Locate and mark all underground utilities prior to start of construction. If there is a
conflict with the intended trench route as shown on the site plan and existing utilites or
obstructions, trench route may need to be moved to opposite side of street.
2. 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. 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.
In the event of damage to an underground utility, notify Puget Sound Energy at once.
Contractor agrees to make work force and resources available at once to Puget Sound
Energy or municipal authorities to repair damage at no cost.
3. Work Drawings
Maintain on site, in good condition, a complete file of all work drawings. These
drawings shall be available at all times to a Puget Sound Energy representative.
Corrections and changes made during the job shall be recorded continuously on these
drawings. All underground electrical facilities shall have a minimum of 36 inches of
cover. Any change must be approved by the PSE engineer or project manager.
Furnish Puget Sound Energy a complete set of as built prints (foreman's copies) at the
end of the job.
4. Safety
Provide signs, barricades, and traffic control in conformance with local jurisdictions and
regulations. Provide flagging and or other vehicle traffic control as needed in
conformance with local regulations. (see SPM # 100.4000) Provide adequate signage
and protection to traffic during non-working hours. Maintain traffic flow as required by
permitting agency. Provide signs and barricades to warn pedestrians, motorcycles and
bicycles.
Install warning barricades at least every 50 feet along the trench route from the time the
trench is opened until the trenching is complete.
5. Existing Systems
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 Puget Sound Energy's representative.
EARTHWORK
See Puget Sound Energy SPM 6800.4050
1. Back hoe, Hand Dug Excavations
Paved Surfaces
Cut the edges of the trench prior to digging. Use the narrowest bucket practical or plow
off the edge of paved surface far enough to minimize asphalt disturbance. Repair any
blow out areas (where edge has been broken) by sawing. The depth of the trench shall
be enough to allow 36" of cover. Backfill material shall be Controlled Density Fill (CDF)
cover or select fill (5/8" minus) to meet permit requirements.
Unpaved Surfaces
Conduit/cable trenches are to be excavated just off the existing road edge or in the
shoulder of the road behind the existing ditch line. Contractor shall use a back hoe with
the narrowest width bucket practical or plow. Trench shall be deep enough to allow a
minimum of 36" of cover over the top most cable. All ditch crossings shall have a
minimum of 36" cover from the lowest point within the existing ditch line.
Culverts; when installing facilities under a culvert, excavation must be filled with packed
crush rock. If any culvert is damaged it will be repaired or replaced in accordance with
permitting agency and contractors responsibility.
Spoils shall be removed quickly to minimize blocking of traffic. All spoils and wastes
become the property of the contractor immediately upon removal. Remove spoils and
wastes promptly to an approved disposal site. Remove spoils containing asphalt or
concrete to a disposal site specifically approved for such materials. Provide Puget
Sound Energy with a disposal receipt for all spoils.
2. Backfill
Unpaved Road Surfaces
Backfill for unpaved road crossings shall consist of 1-1/2" to 2-1/2" material compacted
to 95% density. Backfill for unpaved road sections shall consist of native material
compacted to 95% density.
At the end of each workday, backfill or plate all trench, remove all spoils and clean
roadway surface of large hazardous debris.
3. Surface Restoration
Unpaved Surfaces
Restore ground surface to original contour. Restore to original condition or better.
4. Landscaping
Arrange and perform work to minimize impact to existing landscaping. Restore
landscaping that has been disturbed during the course of work, including seeding of
banks and fills. Vaults set in bank areas may require re-sloping the surrounding land to
avoid sloughing. Leave area in its original state or better at the end of construction.
Hand dig if required to prevent damage to tree roots.
GENERAL OVERHEAD NOTES:
1. Poles, conductors, devices to be installed per PSE Standards & Specifications.
2. Poles are to be installed or relocated as staked.
3. All new poles set shall be the class indicated on the sketch or better.
4. Install ground plate assembly on all new poles.
5. Install grid numbers on all new and existing poles as shown on sketch.
6. Treat all field-drilled poles with copper Naphthenate wood preservative.
7. Customer/Developer to coordinate between utilities.
8. All new and relocated poles -locations- to be approved by the City of Renton
ELECTRICAL
1. Conduit
Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC DB120 or 2", 3", 4", or 6"
by the permitting agency.
Where conduit is routed from road edge to vault location, maintain 36" minimum cover above top
conduit at all times or as required by the permitting agency. Bends shall be made with as long a
radius as possible (48" minimum). Avoid making sharp bends or kinks in conduit during
installation. Obtain exact location of conduit entrance into vault from Puget Sound Energy before
penetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stub the
4" or 6" PVC 2"-3" into vault interior and grout between the conduit and vault wall. Leave a 10'
minimum of extra pull rope in each end of installed conduit where 4" or 6" PVC is installed and
cap conduit to prevent the entry of dirt and moisture.
Arrange work so conduit plays directly off reel into trench. Place the conduit in the trench as
straight as possible. Avoid vertical and horizontal "snaking" of the conduit. Multiple conduit runs
may be stacked vertically. Where conduit must be pulled through a trench to allow a crossing
under an existing utility, cap conduit end before pulling to avoid contamination. If a kink occurs,
cut the conduit ahead of kink and splice to new conduit to continue run.
2. Underground Primary Cable
Primary cable shall be 1/O Alum Sol Jacketed Cable rated for 15 KV service with a polyethylene
jacket. Primary cable shall be 61 strand 750 MCM aluminum conductor rated for 15 KV service
with a copper tape neutral conductor and polyethylene jacket. A 4/0 copper neutral shall be run
with each 3 phase circuit of 750 MCM.
Install cable into existing or new conduit systems using approved installation equipment.
Approved equipment includes either cable pullers and/or cable pushers. Pulling socks shall be
non-conductive or similar material. Steel pulling socks are prohibited. Bare steel cable shall not
be used to pull cable. Cable pulling equipment (winches, hoist, driven reels, etc.) shall be
equipped with instrumentation to continually monitor and record peak tension encountered during
a pull. Before installing cable, obtain rated pulling tension for cable from Puget Sound Energy.
Do not exceed rating at any time during installation. Notify Puget Sound Energy immediately if
pulling tension equals or exceeds rating (828/1657lbs for 1/0 or 5000lbs for 750 .) Do not exceed
minimum bend radius of cable or impose kinks or sharp bends on cable during pulling operations.
Install cable directly off reel without dragging it on the ground. Apply Puget Sound Energy
approved lubricant to cable continually during pulling to reduce pulling tension and to permit future
removal.
Install adequate amounts of 3/4 " plywood on existing sidewalk areas to support pulling equipment
and prevent unnecessary damage to sidewalks.
Train and coil cables in vaults as required to form a smooth transition from conduit to termination.
If terminations are to be performed by others, coil 15' of cable in vault and cap end.
3. Terminations and Splices
Install approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115-
5119. Unless otherwise directed, approved terminations will be load break elbows in vaults and
cold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317.
Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splice
cables in runs between vaults. See Puget Sound Energy SPM 2233.2075-2076.
4. Concrete Vaults
Excavate, install base material, and compact base material in accordance with Puget Sound
Energy SPM 6775.0040.
Install and seal precast sections in accordance with Puget Sound Energy SPM 6775.0040. Use
precast neck and shaft sections to bring manhole entrance to proper elevation. Install manholes
plumb. Set the top of each manhole to finished elevation or no higher than 6" above existing road
elevation. Install hillholders as required on sketch or by construction notes.
5. Grounding
Install ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cable
is terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depth
in undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2
copper jumper or to Concrentric neutral at each splice vault location. Minimum grounding
requirement is 4 grounds per mile.
6. Existing Underground Primary Cable (if applicable)
Abandon existing primary cable in place. Cut off old cable ends inside vault flush with wall.
Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Return
scrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults as
required by permitting agency.
7. Traffic Control
All traffic control to comply with current specifications in M.U.T.C.D.
EX OVERHEAD CIRCUIT MAP 2305E040
SCALE: 6" = 1 MILE
LEGEND
EXISTING PROPERTY LINE
EXISTING UG RISER
NEW UG RISER
J-BOX
NEW TRENCH LINE
EXIST. 3Ø WIRE
EXISTING CENTER LINE
EXISTING CONDUCTOR TO BE REMOVED
DISCONNECT - FUSED
EXIST. 1Ø WIRE
EXISTING RIGHT OF WAY
PROPOSED PULL VAULT
EXISTING POLE
DOWN GUY
EXISTING SECONDARY SERVICE LINE
DISCONNECT - UNFUSED
EXISTING STREETLIGHT
NEW POLE
PROPOSED PADMOUNT TRANSFORMER
EXISTING PADMOUNT TRANSFORMER
HANDHOLE
DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND INCLUDING
EXCAVATION, BACKFILL, SHORING, TRENCH MAINTENANCE,
SANDING FOR DUCT, SELECT 5/8" CRUSH FOR UNDER VAULTS,
COMPACTION, ALL HARDSURFACE RESTORATION AND RELATED
LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE
TEMPORARY EXCAVATION PLATING (IF REQUIRED),
NOTE:
No
No
No
Yes
Yes
Yes
"Flagging Required"
"Outages Required"
"Locates Required"
xxx
WORKZONE
NE 12TH ST
NE 11TH PLSUNSET BLVD NE
N/A 594159922UG Modification
MFP24002830
DESIGNED BY
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
R. BLACKIE 425.457.2614 .
A. VASQUEZ .02.02.24
N/A .N/A
A. VASQUEZ .02.02.24
REDT # ( RW-134179 )RENTON
TOWNS ON 12TH
SCH 73 OH TO UG CONVERSION
P# 0423059063; 3926 NE 12TH ST, RENTON, WA 98056
PUGET SOUND ENERGY
N/A N/A
N/A 101166021
N/A 2 OF 5
KING N/A N/A QCSOKE
SE04-T23-R05E N/A N/A
2305E016 2305E040 2305E016 HIG-13
COMCAST
JAMES COHN
253.569.0636
LUMEN
.
.
ZAYO GROUP
.
.
RIGHT OF WAY
FABIANA DODSON
425.462.3281
...
...
...
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
UTILITY POLE EROSION CONTROL DETAIL
Drainage ditches or Dry vegetated sites
TOP VIEW
DRY DRAINAGE DITCH or DRY VEGETATED SITE
SLOPE
Place gravel bags for
Sediment Trap
Place straw mulch
on disturbed areaExcavated or
Augered Hole
Pole
SLOPE
ROAD SIDE
MINIPAD
MINIPAD
FIELD SIDE
VAULT
6" of crushed rock
(base for vault)
P/L
Power
Secondary
Power
Primary
Gas
12" Min Horizontal Separation
Communications
42" Min
21"1'
Feeder
38"
2"
4" Sand Bedding
12" Sand
Cover
36"
Cover
4" Sand Bedding
42"
6" Additional depth when
Feeder is required
PSE 10' FRONTAGE EASEMENT
1'
TRANSFORMER
Final
Backfill
Initial
Backfill
Trench Depth
42" - 48"
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
OIL-FILLED TRANSFORMER
TRANSFORMER
APPROVED
AREA
COMBUSTIBLE BUILDING WALLS & ROOF3'
3'
REDUCED FLAMMABILITY
10'
JOINT TRENCH DETAIL
NOTES:
1. If the final backfill contains rocks greater than 8 inches in diameter, install 12 inches compacted sand shading across the full width of the trench. *
If the final backfill contains rocks 8 inches in diameter or smaller, install 6 inches compacted sand shading across the full width of the trench. *
2. Rocks greater than 10 inches diameter are not permitted in the final backfill.
3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the
side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line.
4. Utilities shall not be stacked over the gas line in the trench.
5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements.
6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies.
* Alternatives to full-width trench shading require PSE approval.
Primary & Secondary-Mainline Gas & Communications (NTS)
Primary
Dirt Pile
Final Grade
24" Min
36"
Min Cover
Over Power 48"
Max
Depth
Final Backfill
4" Sand Bedding
Property Line
intercept (depth varies).
SidewalkCurb
Location of roof drain
48" Typical
Width may vary per
Number of Utilities
and Conduits
R/W or
Excavated
12" Typical
Power
Secondary
Power
TV & TEL
12" Min
4,5
1,2
3
6
6" or 12" Min Sand Shading
Over Power after Compaction1
JOINT TRENCH DETAIL
NOT TO SCALE
COOLING
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
Lock Cover
Captive L-Bolt
service
Customer's
conductors
Set handhole flush
to final grade
Side View
17"
Approx
30"
Approx
2"
18"
Captive L-Bolt
Lock Cover, 10 lbs
40-1/2"27-1/4"
Conductors enter from
beneath and shall be
folded back with handhole
SINGLE PHASE SECONDARY HANDHOLE @ H1A
NOT TO SCALE
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"
VAULT DETAIL @ J01
NOT TO SCALE
TOP VIEW
SIDE
VIEW
EXCAVATION:
4-2/3 CUBIC YARDS
Rock
Crushed
6"
3'-6"
2"
6'
6'
48"42"
36"
38"
42"
Struts
FRONT
FRONTVAULT DETAIL @ V01-V02
NOT TO SCALE
TYPICAL NOTCH-OUT FOR TRANSFORMER,
NOT TO SCALE
& SECONDARY PEDESTAL/HANDHOLE
BACK OF EASEMENT
STANDARD
EASEMENT
LINE
ROW
10'
PL
1'
4' - 5'
Min.
1'
7'7'
TRANSFORMER
(WHEN PRESENT)
Standoff Bracket
15" Min Length
Conduit Clamp
Conduit Field Face
Quadrant
Climbing
SpaceRoad Face
Quadrant
Climbing
Space
5" Min
CL LCDirection of Vehicular Traffic
CONDUIT RISER PLACEMENT DETAIL
TOP VIEW
NOT TO SCALE
NOT TO SCALE
ANCHOR DETAIL - PLATE
6' to 8'
6" to 12"
Backfill and
Compact
Cut slot
to lay rod in
CLEAR WORKING SPACE FOR VAULTS
NOT TO SCALE
FIELD SIDE (PREFERRED)
ROAD SIDE (PREFERRED)
6' MIN
3'
MIN
3'
MIN
3' MIN
Cables should enter the vault so that all of
the cables will lay in the same direction.
TOP VIEW
J- BOX CABLE ENTRY DETAIL
Not to scale
Cables must enter the vault so that
they will lay in the opposite direction.
TOP VIEW
21" Min. bend radius
LSG317
on 750 cable
Mark each cable with
cable numbers
Nylon cable tie
PULL VAULT CABLE ENTRY DETAIL
Not to scale
NOT TO SCALE
ANCHOR DETAIL - SINGLE HELIX
6" to 12"
Under Normal
Conditions
40" Min for Single Helix
65" Min for Triple Helix
MFP24002830
575
1'1'
10'
3642
ROW 2
7 1
ROW 1
13
20
1116151412
10
1718
5698
19222123
23
ROW 4
4
TRACT B
TRACT A
4018
1225
1200
TRACT O
TRACT N
NE 12TH ST
NE 11TH PLSHELTON AVE NEROAD AROW 2 ROW 1
ROW 4FUTURE
TOWNS AT 12TH
PLAT
DWY DWY DWY
4010
HIG
HIG
13
PRE
14
CN#2ACSR3816 3828
3818
1159
1174DWY
3901CBA336ACSRDWY B#2ACSRREMOVE
REMOVECBA336ACSR
4015REMOVE
REMOVED
336ACSRCBAABC
COMCAB
TRANSFER
SOLID BLADE
SW#T91309
FUSE @ 100T
SW#T91310
NEW
SOLID BLADE
SW#T91307
FUSE @ 100T
SW#T91308
NEW
FUSE @ 65T
SW#T91311
NEW
FUSE @ 40T
SW#T91312
TRANSFER
1-4"
2-6"'C'
'A'
20'
TRANSFER
'F'
'H'
'I'
NEW TRANSFER
EXISTING:
VD: 2.0
FL: 2.7
NEW:
VD: 2.6
FL: 1.6
EXISTING:
VD: 2.1
FL: 2.4
NEW:
VD: 2.4
FL: 1.4
EXISTING:
VD: 2.1
FL: 2.4
NEW:
VD: 2.4
FL: 1.4
EXISTING:
VD: 1.2
FL: 3.1
NEW:
VD: 1.1
FL: 3.1
EXISTING:
VD: 0.8
FL: 2.0
NEW:
VD: 2.1
FL: 1.5
115KV
115KVUNION AVENUE2-6"60'50'
60'72'60'53'C'G'
'B'
'D'
'E'
TO REMAIN
N.O.
1-4"
NEW 2-6"
NEW 1-4"
NEW 2-2"
'AA'
EXISTING:
VD: 2.0
FL: 2.7
NEW:
VD: 2.6
FL: 1.6
EXISTING:
VD: 2.0
FL: 2.7
NEW:
VD: 2.6
FL: 1.6 EXISTING:
VD: 3.0
FL: 5.9
NEW:
VD: 2.4
FL: 2.7
REMAIN
1" = 50'
DESIGNED BY
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
R. BLACKIE 425.457.2614 .
A. VASQUEZ .02.02.24
N/A .N/A
A. VASQUEZ .02.02.24
REDT # ( RW-134179 )RENTON
TOWNS ON 12TH
SCH 73 OH TO UG CONVERSION
P# 0423059063; 3926 NE 12TH ST, RENTON, WA 98056
PUGET SOUND ENERGY
N/A N/A
N/A 101166021
1" = 50'3 OF 5
KING N/A N/A QCSOKE
SE04-T23-R05E N/A N/A
2305E016 2305E040 2305E016 HIG-13
COMCAST
JAMES COHN
253.569.0636
LUMEN
.
.
ZAYO GROUP
.
.
RIGHT OF WAY
FABIANA DODSON
425.462.3281
SITE PLAN
...
...
...
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
CIRCUIT FEET REMOVED: 530'
CIRCUIT FEET ADDED: 1,670'
DEVELOPER TO COORDINATE WITH PSE
PROJECT MANGER & SERVICE PROVIDER
PRIOR TO EXCAVATING WITHIN 3' OF LOCATE
MARKS OF PSE ENERGIZED FACILITIES
DEVELOPER TO PROVIDE TYPICAL 10' PSE
FRONTAGE EASEMENT FOR OPERATION
AND MAINTENANCE OF PSE EQUIPMENT.
EASEMENT TO BE CLEAR OF ALL BUILDING
OVERHANGS AND FOUNDATION FOOTINGS
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P07
318639-167065
37.5kVA
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER INSTALLATION
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
V01
318644-167060
50kVA
Material ID#:6247100
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER INSTALLATION
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
V02
318643-167083
37.5kVA
Material ID#:6247050
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P09
318639-167091
25kVA
SITE SPECIFIC NOTES
AT P01
-INSTALL NEW 45' CL 3 POLE (PD453) 6010.1000
-SET POLE IN ROW APPROX 62' SOUTH, 12' WEST OF P06
-INSTALL 1Ø DEADEND #2 ACSR (DE2115) 6031.1040
-INSTALL 1Ø TERM ON FIBERGLASS ARM W/
LOAD INTERRUPTER C/O & SURGE ARRESTOR (UTSU1L1) 6043.1001
-ALUM "H" CONNECTOR (2167000)
-FUSE @ 65T (3412600); TAP 'C' PHASE
-INSTALL SWITCH # T91311
-INSTALL 2" PRI RISER ON NEW STANDOFF BRACKETS (RIS2CSS) 6042.1000
-INSTALL 3/8" PRI DG (GYD3SA) TO NEW ANCHOR 6013.0100
-INSTALL 3/8" NEUT DG (GYD3SAN) TO NEW ANCHOR 6013.0100
-INSTALL SINGLE HELIX ANCHOR (ANDH1) 6012.1000 (L = 10' N)
-INSTALL GRID # 318635-167049
AT P02
-INSTALL NEW 30' CL 3 POLE (PS303) 6010.1100
-SET POLE IN ROW APPROX 45' SOUTH, 8' EAST OF P07
-TRANSFER EX. SVC FROM P07
-INSTALL 3" SEC RISER ON NEW STANDOFF BRACKETS (RIS3CSS) 6042.1000
-INSTALL GRID # 318636-167065
AT P03
-INSTALL NEW 45' CL 3 POLE (PD453) 6010.1000
-SET POLE IN ROW APPROX 69' SOUTH, 2' WEST OF P08
-INSTALL 1Ø DEADEND #2 ACSR (DE2115) 6031.1040
-INSTALL 1Ø TERM ON FIBERGLASS ARM W/
LINK BREAK C/O & SURGE ARRESTOR (UTSU1C1) 6043.1001
-ALUM "H" CONNECTOR (2167000)
-FUSE @ 40T (3412500); TAP 'B' PHASE
-INSTALL SWITCH # T91312
-INSTALL 2" PRI RISER ON NEW STANDOFF BRACKETS (RIS2CSS) 6042.1000
-INSTALL 3/8" PRI DG (GYD3SA) TO NEW ANCHOR 6013.0100
-INSTALL 3/8" NEUT DG (GYD3SAN) TO NEW ANCHOR 6013.0100
-INSTALL SINGLE HELIX ANCHOR (ANDH1) 6012.1000 (L = 10' N)
-INSTALL GRID # 318633-167076
AT P04
-INSTALL NEW 45' CL 1 POLE (PD451) 6010.1000
-SET POLE IN ROW APPROX 44' WEST OF P05
-INSTALL 12kV FEEDER TERM, DEADEND (TSU3DF1) 6043.1020
-(3) WEDGE CONNECTORS (2368200)
-(10') WIRE #2 7 STR XLP XHHW COVERED BLACK
-TRANSFER EX. SVC FROM P09.
-INSTALL 6" PRI RISER ON NEW 24" S/O BRACKETS (9995948) (RIS6CSS) 6042.1000
-INSTALL 6" PARTIAL RISER: (7645601) (7642600) (7633600) (7643400) 6042.1000
-INSTALL 4" PARTIAL RISER: (7645401) (7642400) (7633400) (7643200) 6042.1000
-INSTALL 3" SEC RISER ON EX. S/O BRACKET (RIS3CSS) 6042.1000
-INSTALL 7/16" DBL PRI (GYDD71A) DG TO NEW ANCHOR 6013.0100
-INSTALL 3/8" NEUT (GYD3SAN) DG TO NEW ANCHOR 6013.0100
-INSTALL 24" PLATE ANCHOR (ANDP24) 6012.1000 (L = 25' W)
-INSTALL GRID # 318640-167104
AT P05 (318639-167110) 50' CLASS H1, 2020
POLE TO REMAIN
SITE SPECIFIC NOTES CONT.
AT P06 (318640-167052) 45' CLASS 2, 1962
POLE TO REMAIN
-REMOVE EXISTING 3Ø TAN PTP FRAMING
-RETAIN (1) EX. RISER FOR UG SECONDARY
-RETAIN EX. OH TPX SVCS (ADDRESSES 1159, 1174, & 3816)
-INSTALL 3Ø DE 336 ACSR (DE3315) 6033.1042 (WEST)
-TRANSFER EXISTING #2 ACSR OH PRI & NEUT WIRES TO P01
-SPLICE & SHORTEN AS NECESSARY
-INSTALL 3Ø DE 1/0 & FEEDER TERM 336.4ACSR (TSU6D31) 6043.1022
-SUB (3) LINKBREAK C/O'S W/ (3) LOAD INTERRUPTER C/O'S (9999109)
-(3) WEDGE CONNECTORS (2368200)
-(3) STIRRUPS (2254100)
-(3) FUSE @ 100T (3412700)
-INSTALL SWITCH # T91307 @ 600A SOLID BLADE
-INSTALL SWITCH # T91308 @ 200A
-INSTALL 6" PRI RISER ON NEW 24" S/O BRACKET (9995948) (RIS6CSS) 6042.1000
-INSTALL 6" PARTIAL RISER: (7645601) (7642600) (7633600) (7643400) 6042.1000
-INSTALL 4" PRI RISER ON EX. S/O BRACKET (RIS4CSS) 6042.1000
-INSTALL 7/16" DBL PRI (GYDD71A) DG TO NEW ANCHOR 6013.0100
-INSTALL 3/8" NEUT (GYD3SAN) DG TO NEW ANCHOR 6013.0100
-INSTALL 24" PLATE ANCHOR (ANDP24) 6012.1000 (L = 25' W)
AT P07 (318639-167065) 45' CLASS 2, 2017
POLE TO BE REMOVED
-REMOVE EX. 37.5kVA OH TRANSFORMER
-TRANSFER #2 OH TPX SVC ('3901') TO P02
-SPLICE & SHORTEN AS NECESSARY
-REMOVE POLE AND ALL PSE FACILITIES
AT P08 (318640-167080) 45' CLASS 1, 1963
POLE TO BE REMOVED
-REMOVE POLE AND ALL PSE EQUIPMENT
AT P09 (318639-167091) 45' CLASS 3, 2014
POLE TO BE REMOVED
-TRANSFER EX. OH BRIDLE SVC ('4010') TO P04
-SPLICE AND SHORTEN AS NECESSARY
-REMOVE EX. 25kVA OH TRANSFORMER
-REMOVE EX. ST. LIGHT (SLAP1781)
-REMOVE POLE AND ALL PSE FACILITIES
AT SP1:
-DEVELOPER TO PROVIDE A 4x4 SPLICE PIT
-RETAIN (2) EX. TPX SVC CABLES IN RISERS AND RE-ROUTE TO
HH1.
AT SP2:
-RETAIN & REROUTE EX. CABLE IN RISER TO V02
Oil-Filled Equipment Clearances per PSE Std 0700.1500
If the oil-filled equipment is adjacent to… Clearance
Requirement
Combustible walls or roof (including stucco).10 FT
Combustible walls using a reduced-flammability transformer. Gas
service meter relief vent.3 FT
Noncombustible walls, soffits, and roofs (including brick, concrete,
steel and stone) providing the side of the transformer facing the wall
does not have doors. Materials that pass UBC Std. 2-1 or ASTM
E136-79 are considered to be noncombustible.
3 FT
Generators, customer-owned transformers, fire sprinkler valves,
standpipes, and fire hydrants.6 FT
Doors, windows, vents, fire escapes, or other building openings.10 FT
The water's edge of a swimming pool or any body of water.15 FT
Facilities used to dispense or store LP, hazardous liquids, or fuel.20 FT
Individual domestic and irrigation wells. Clearance not required on
pole mounted transformers (pole placement still applies as stated in
6450.3000), TUT's installed in sealed vaults, 7200V single-phase
padmount transformers 50kva or less, and reduced flammability oil.
100 FT
CROSSING CONDUIT TABLE
X-ING
#
LOCATION POWER
XING
LENGTH
ASBUILT
LOCATION
TYPE OF CROSSING
(Feeder, Primary, Secondary, etc.)FROM TO
SIZE
(IN)
TYPE
SCHED.QTY
X01 "A""B"2 80 1 85 ( )' WCL PRIMARY
X02
P06 "C"
2 80 1 80 ( )' NCL PRIMARY
4 80 1 80 ( )' NCL PRIMARY
6 80 2 80 ( )' NCL FEEDER
"AA""C"3 80 1 65 ( )' NCL SECONDARY
P06 "AA"3 80 3 15 ( )' NCL SECONDARY
X03 'C'TR. N
2 80 1 30 ( )' NCL PRIMARY
3 80 1 30 ( )' NCL SECONDARY
4 80 1 30 ( )' NCL PRIMARY
6 80 2 30 ( )' NCL FEEDER
X04 'D''E'3 80 1 80 ( )' WCL SECONDARY
X05 'F'TR. O
2 80 3 60 ( )' NCL PRIMARY
4 80 1 60 ( )' NCL PRIMARY
6 80 2 60 ( )' NCL FEEDER
X06 'F'"G"2 80 1 80 ( )' ECL PRIMARY
X07 'H''I'
6 80 2 105 ( )' NCL FEEDER
4 80 1 105 ( )' NCL PRIMARY
3 80 1 105 ( )' NCL
2" SCH. 80 GREY PVC = 455 FT 2" PVC PLUG /CAPS = 14
3" SCH. 80 GREY PVC = 325 FT 3" PVC PLUG /CAPS = 14
4" SCH. 80 GREY PVC = 275 FT 4" PVC PLUG /CAPS = 8
6" SCH. 80 GREY PVC = 550 FT 6" PVC PLUG /CAPS = 16
WIRE REMOVAL TABLE
Location
Pri Sec Wire Size & Type Quantity
Length
(ft per
conductor)RemarksFromTo
P06 P04 X 336.4 ACSR PRI & 4/0 ACSR NEUT 4 540
P06 P07 X 1/0 OH TPX 2 145
P08 P09 X #2 OH TPX 1 75
Total Feet (336.4ACSR PRI) Removed 1620
Total Feet (4/0ACSR NEUT) Removed 540
Total Feet (1/0 OH TPX) Removed 290
Total Feet (#2 OH TPX) Removed 75
RETIREMENT POLE TABLE
SITE
#
POLE DATA POLE TRANSFERS REMARKS
GRID #HEIGHT CLASS YEAR XFMR CO.
ID#TOPPED RMVD TEL TV FIBER ST. LIGHT (ADDITIONAL INFORMATION)
P07 318639-167065 45'2 2017 ZAYO GROUP/LUMEN/COMCAST
P08 318640-167080 45'1 1963 ZAYO GROUP/LUMEN/COMCAST
P09 318639-167091 45'3 2014 ZAYO GROUP/LUMEN/COMCAST
POLE TABLE (NEW)
Site
#
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P01 318635-167049 45 3 PSE Equip #
P02 318636-167065 30 3 PSE Equip #
P03 318633-167076 45 3 PSE Equip #
P04 318640-167104 45 1 PSE Equip #
VAULT FARM #1 DETAIL
1" = 10'
P10 REMOVED ON SEPARATE WO 108155234
MFP24002830
RESTORATION PER CITY OF RENTON STANDARDS
HIG
13
HIG
13
PRE
14CBA336ACSR
#2ACSR336ACSRCBAABCSOLID BLADE
SW#T91309
NEW
SOLID BLADE
SW#T91307
FUSE @ 100T
SW#T91308 NEW
FUSE @ 65T
SW#T91311
NEW
FUSE @ 40T
SW#T91312
TO REMAIN
N.O.
AØACW426
BØACW427
CØACW428
NEW 1/O AL
EJS938-AØ
NEW 750 MCM
EJS940-AØ
EJS941-BØ
EJS942-CØ
NEW 1/O AL
EJS937-BØ
NEW 1/O AL
EJS936-CØ
BØACG742
AØACG293
BØACG294
CØACG295
NEW 1/O AL
EJS933-AØ
EJS934-BØ
EJS935-CØ NEW 1/O AL
EJS939-AØ
DESIGNED BY
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
R. BLACKIE 425.457.2614 .
A. VASQUEZ .02.02.24
N/A .N/A
A. VASQUEZ .02.02.24
REDT # ( RW-134179 )RENTON
TOWNS ON 12TH
SCH 73 OH TO UG CONVERSION
P# 0423059063; 3926 NE 12TH ST, RENTON, WA 98056
PUGET SOUND ENERGY
N/A N/A
N/A 101166021
N/A 4 OF 5
KING N/A N/A QCSOKE
SE04-T23-R05E N/A N/A
2305E016 2305E040 2305E016 HIG-13
COMCAST
JAMES COHN
253.569.0636
LUMEN
.
.
ZAYO GROUP
.
.
RIGHT OF WAY
FABIANA DODSON
425.462.3281
...
...
...
NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM
NOT TO SCALE
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
VAULT & EQUIPMENT TABLE
SITE #GRID #
VAULT SIZE &
COVER
TYPE & SIZE
EQUIPMENT IN
VAULT
PRIMARY
BUSHINGS TRANSFORMER ID NUMBERS
(COMPANY ID)
AS-BUILT INFORMATION
LB DC FOREMAN: INCLUDE PHASE TAPPED
V01 318644
167060
42"x48"x38"
Unistrut HH
Matid: 7663001
50KVA MP TRF
120/240
Matid: 6247100
1 1
MINU1SL 6045.1010 AØ
V02 318643
167083
42"x48"x38"
Unistrut HH
Matid: 7663001
37.5KVA MP TRF
120/240
Matid: 6247050
2 -
MINU1SR 6045.1010 AØ
J01 318643
167071
4'8"x7'x5'
w/2-3' Sq Doors
Matid: 7663200
J-Box Below Grade
w/4-Pos J-Bus x3
Matid: 7625900
7 5
JBOX15L 6055.1030 3Ø
ELB10J 6041.1000
CAP (7630600)
PRIMARY CABLE & CONDUIT TABLE
LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE
FROM TO SIZE
(IN)QTY.
DESIGN
LENGTH
(FT)
BENDS PULL
(LBS)
PULL
REV
(LBS)
CABLE
SIZE
DESIGN
LENGTH
(FT)
PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED LUBRICANT (Gal.)
90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE EST.ACTUAL
P06 P04 6 2 380 -4 --2879 2999 750 MCM 655 EJS940 EJS941 EJS942 -2.9
P06 J01 4 1 175 -2 --312 650 1/0 AL JKT 385 EJS933 EJS934 EJS935 -2.7
J01 P04 4 1 125 -2 --CONDUIT ONLY ----
J01 P01 2 1 180 1 2 --118 265 1/0 AL JKT 475 --EJS936 -1.9
J01 P03 2 1 75 1 2 --60 178 1/0 AL JKT 215 -EJS937 --0.7
J01 V02 2 1 20 ----39 43 1/0 AL JKT 30 EJS938 ---0.1
V02 V01 2 1 195 ----98 99 1/0 AL JKT 255 EJS939 ---1.0
2" PVC (FT) & BENDS =470 2 4 0 0 1/0 AL JKT TOTAL (FT) =975 TTL (Gal.) = 11
4" PVC (FT) & BENDS =300 0 4 0 0 3Ø 1/0 AL JKT TOTAL (FT) =385
6" PVC (FT) & BENDS =760 0 8 0 0 750 MCM TOTAL (FT) =655
MFP24002830
'C'
'A'
'F'
'H'
'I'
'G''B'
'D'
'E'
'J'
45°
45°
45°
45°
2-6"
2-6"
'AA'
45°
45°
DESIGNED BY
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
R. BLACKIE 425.457.2614 .
A. VASQUEZ .02.02.24
N/A .N/A
A. VASQUEZ .02.02.24
REDT # ( RW-134179 )RENTON
TOWNS ON 12TH
SCH 73 OH TO UG CONVERSION
P# 0423059063; 3926 NE 12TH ST, RENTON, WA 98056
PUGET SOUND ENERGY
N/A N/A
N/A 101166021
N/A 5 OF 5
KING N/A N/A QCSOKE
SE04-T23-R05E N/A N/A
2305E016 2305E040 2305E016 HIG-13
COMCAST
JAMES COHN
253.569.0636
LUMEN
.
.
ZAYO GROUP
.
.
RIGHT OF WAY
FABIANA DODSON
425.462.3281
...
...
...
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
NOT TO SCALE
NEW CONDUIT DIAGRAM
PRIMARY 2"
SECONDARY 3"
PRIMARY 4"
PRIMARY 6"
CONDUIT LEGEND
SECONDARY HH/PEDESTAL TABLE
Site
Pedestal
or
Handhole
Number of
Positions
Required
Remarks
H1A HANDHOLE 5 - 1730 HH16350 6050.2000
EX UNDERGROUND CIRCUIT MAP 2305E016
NOT TO SCALE
EX UNIVERSAL MAP 2305E016
NOT TO SCALE
WORKZONE
SECONDARY CABLE & CONDUIT TABLE
LOCATION
CABLE CONDUIT VOLTAGE ASBUILT INFORMATION
SIZE LENGTH ASSUMED SIZE LENGTH BENDS DROP FLICKER Foreman - Complete
FROM TO (1/O,4/O,350)Design (ft)Lot Corner to
Meter (ft)(in)Design (ft)90°45°22°11°(Percent)(Percent)Actual Amount Installed Cable Conduit
V01 H1A 350 100 -3 5 2 2 --2.4 1.4
V01 P02 350 180 -3 100 1 ---1.1 3.1
HH1 P06 350 55 -3 5 1 ---2.6 1.6
V02 P04 350 270 -3 165 1 2 --2.4 2.7
350 UG Triplex (ft) =605 3" PVC & BENDS (ft)=275 5 4 0 0 0.9
TOTAL QTS OF GLUE 0.9
WORKZONE MFP24002830