HomeMy WebLinkAboutMFP20003094.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP20003094
IVR Number: 20003094
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:07/20/2020Application Date:3123059022Parcel Number: 4827 TALBOT RD S
Permit Type:10/26/2020Issue Date:Franchise
Permit Work Class:10/26/2021Expiration Date:Major Utility
Job Number: 101124761Franchise Type:Electric
Description: Puget Sound Energy Electric Truck setup and temporary lane closures along Talbot Road S, for installation of new
skip pole and OH transformer of (P1A: 316250 165882), new slack span installation on (P01: 316241 165895), pole
removal of (P02:316226 165895), new term and switch installation on (P03: 316210 165895). Trenching
approximately 330+/ (Southbound) for conduit installation and exaction for vault installation (J01) and intercept pit for
wire pull.
POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS. APPROVED WITH
COMMENTS OR REDLINES
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
6905 S 228TH St
KENT, WA 98032
C: (253) 905-5031ApplicantX
Carli Bunkelman
PSE/POTELCO - Billing
6905 S 228th St
Kent, WA 98032
B: (253) 437-6708Contractor
Business License Number: 5109Construction Contractor: POTELI*227PL
SAPPHIRE HOMES INC 16805 SE 43RD CT
BELLEVUE , WA 98006
Owner
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 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
MFP20003094
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 10/26/2020
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
TALBOT RD STALBOT RD SS 46TH PL(PVT RD)
S 47TH ST(PVT RD)
COPPER RIDGE
APARTMENTS (PVT RD)
S 48TH St
(PVT RD)
S 48TH ST(PVT RD)
SHATTUCK PL S (PVT RD)
111111
11 11 11
S 50TH ST
S 50TH ST
GATE
GATE 99PV1
J1A
P01
P02
J03
E01
P1A
CONETOPPERCONETOPPERARRW-BRDROADWORKAHEADW20-1350'350'350'RIGHT LANECLOSEDAHEADW20-5RW4-2LW20-1ROADWORKAHEAD12121818CONETOPPERW20-1ROADWORKAHEADROAD
WORK
AHEAD W20-1W20-7ARIGHT LANECLOSED
AHEAD W20-5R350'350'350'RIGHT
KEEP
R4-7B RIGHTKEEPR4-7BW20-7A
STOP
FLAGGER
CONETOPPER
CONETOPPERSTOP
FLAGGER
W20-7AFLAGGERS SHALL STOP TRAFFIC
IN ALL DIRECTIONS (SHORT DURATION:
APPROX 10 MINUTES) FOR LINE DROP.W20-7A350'RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
PLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK111111
SIDEWALKCLOSEDR9-9 SIDEWALKCLOSEDR9-9Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
PSE PUGETSOUNDENERGY
JOB#101124761
4827 TALBOT RD S, RENTON, WA 98056
05/07/20
JOHN.CROFOOT@PSE.COM
425-424-6658
SHEET 1 of 3
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
N
TRENCH
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
STOP
FLAGGER
LEGEND
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
MFP20003094
TALBOT RD STALBOT RD SS 47TH ST(PVT RD)
S 48TH ST (PVT RD)
S 48TH ST(PVT RD)
SHATTUCK PL S (PVT RD)
11 11 11
S 50TH ST
S 50TH ST
S 50TH PL
GATE
GATE 99P02
J03
E01
J021818
P03
RIGHTKEEPR4-7BRIGHT
KEEP
R4-7B
CONETOPPER
CONETOPPERCENTER LANECLOSEDAHEAD W9-3ROADWORKAHEAD W20-1W4-2R100'100'100'ROADWORKAHEADW20-1100'100'100'RIGHT LANECLOSEDAHEADW20-5RW4-2LARRW-BRD W20-1ROADWORKAHEADW20-1ROADWORKAHEAD
PLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKPuget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
N
TRENCH
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
STOP
FLAGGER
LEGEND
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
PSE PUGETSOUNDENERGY
JOB#101124761
4827 TALBOT RD S, RENTON, WA 98056
05/07/20
JOHN.CROFOOT@PSE.COM
425-424-6658
SHEET 2 of 3
MFP20003094
TALBOT RD STALBOT RD SS 46TH PL(PVT RD)
S 47TH ST(PVT RD)
S 48TH ST (PVT RD)
S 48TH ST(PVT RD)
SHATTUCK PL S (PVT RD)
111111
11 11 11
S 50TH ST
S 50TH ST
GATE
GATE 99P02
J03
E01
J021818
STOP
FLAGGER
STOP
FLAGGER
STOP
FLAGGER
RIGHT
KEEP
R4-7B RIGHTKEEPR4-7BARRW-BRD
5'8'Cold Mix
5' x 8'
steel plate
3/4"-1" thick,
non-skid
material
cold mixcold mix
non-skid plate
PLACE PLATE OVER TRENCH
TO PROVIDE PEDESTRIAN
ACCESS. (SEE DETAIL)
ROADWORK
AHEAD W20-1W20-7ARIGHT LANE
CLOSED
AHEAD W20-5R350'350'350'ROADWORKAHEADW20-1W20-7ACENTER LANECLOSEDAHEADW9-3350'350'350'W20-7A W20-7APLACE SIGNS ALONG
WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK ROADWORKAHEADW20-1Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
TEMPORARY TRAFFIC CONTROL PLAN
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
N
TRENCH
28" TRAFFIC CONE
TRAFFIC FLOW
SIGN LOCATION
STOP
FLAGGER
LEGEND
CHEVRONARROW BOARD
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
PSE PUGETSOUNDENERGY
JOB#101124761
4827 TALBOT RD S, RENTON, WA 98056
05/07/20
JOHN.CROFOOT@PSE.COM
425-424-6658
SHEET 3 of 3
MFP20003094
N
Vicinity Map
47.4360, -122.2130
Owner / Developer Contact Info
officeATTN:
SAPPHIRE HOME, INC
16805 SE 43RD COURT
BELLEVUE, WA 98006
JEREMY STEADMAN 425.770.8072
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)
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
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.
GAS
PHONE
CABLE TV
508511709 101124761
N/A 108117250
N/A 593214020
N/A 594135273
N/A N/A
N/A N/A
N/A N/A
N/A N/A
N/A N/A
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Removal
OH Misc
UG Misc
Temporary
Job Order
Distribution
Service Stubs
HP Svc/MSA 101124761N/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 02.03.20
R. MILLER 253.234.6558 02.03.20
---
R. MILLER 253.234.6558 02.03.20
REDT # (RW-117931)CITY OF RENTON
SAPPHIRE ON TALBOT
SCHEDULE 73 OH-UG CONVERSION
4827 TALBOT RD S, RENTON, WA 98056
PUGET SOUND ENERGY
N/A IP 132-60
N/A 101124761
N/A 1 OF 4
KING N/A N/A QCSOKE
31SE-T23N-R05E N/A N/A
2305E124 2305E124 2305E124 NOP-26
COMCAST
BILL WALKER
253.288.7538
CENTURYLINK
KENNETH LUU
206.346.0144
RIGHT OF WAY
VAL CONNELL
425- 462-3518
.
.
.
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:RANDY BLACKIE
425.457.2614
randy.blackie@pse.com
x
...
...
...
JERM2121@GMAIL.COM
SITE
OVERHEAD CIRCUIT MAP (2305E124) - EXISTING
SCALE: 6" = 1 MILE
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.
LEGEND
EXISTING PROPERTY LINE
EXISTING UG RISER
NEW UG RISER
SVC STUB
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
PROPOSED TOTAL UNDERGROUND TRANSFORMER
EXISTING TOTAL UNDERGROUND TRANSFORMER
HANDHOLE
PRIMARY METERING POINT
NOTE:
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 HARDSURACE RESTORATION AND RELATED LANDSCAPING RESTORATION. DEVELOPER TO
PROVIDE TEMPORARY EXCAVATION PLATING (IF REQUIRED).
x
xx
SAPPHIRE ON TALBOT
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 utilities or
obstructions, trench route may need to be moved to opposite side of street.
Cooperation with Quality Inspector, Puget Sound Energy Contractor, City or County
authorities during Pre-construction meeting will determine the final trench route.
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.
Provide temporary wiring and connections to maintain existing systems in service during
construction; if a scheduled outage is not possible. When work must be performed on
energized equipment or circuits, use qualified personnel for such operations.
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.
ELECTRICAL
1. Conduit
Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC SCH 80.
Maintain 36" minimum cover above top conduit at all times or as required 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 SCH 80 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 SCH 80 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 un-necessary 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 Concentric 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.
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 City of Renton
JOB
SITE
MFP20003094
This permit is for Major construction work in the ROW and will be billed at an additional
$60/HR for inspections. After hours and weekend work will be billed at $125/HR
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 02.03.20
R. MILLER 253.234.6558 02.03.20
---
R. MILLER 253.234.6558 02.03.20
REDT # (RW-117931)CITY OF RENTON
SAPPHIRE ON TALBOT
SCHEDULE 73 OH-UG CONVERSION
4827 TALBOT RD S, RENTON, WA 98056
PUGET SOUND ENERGY
N/A IP 132-60
N/A 101124761
AS SHOWN 2 OF 4
KING N/A N/A QCSOKE
31SE-T23N-R05E N/A N/A
2305E124 2305E124 2305E124 NOP-26
COMCAST
BILL WALKER
253.288.7538
CENTURYLINK
KENNETH LUU
206.346.0144
RIGHT OF WAY
VAL CONNELL
425- 462-3518
.
.
.
...
...
...
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)
UNIVERSAL MAP - EXISTING (2305E124)
SCALE: 1:50
SCALE: 1:100
UNDERGROUND CIRCUIT MAP - EXISTING (2305E124)
JOB
SITE
JOB
SITE
NOT TO SCALE
TYPICAL POLE WITH RISER DETAIL (P01, P03)
Schedule 80 Bend
Ground Line
10' (Overall)
Schedule 80
Conduit8'
Min.
20'
DB 120
Conduit
36" Primary
24" Secondary
Note: Schedule 80 conduit shall
extend a minimum of 8' above
and 12" below ground line.
Ground Line
Common Neutral
6" Minimum above common neutral.
even with the common neutral for secondary.
12
13
10
11
3
5"
Min.
5
6 7
1
4
2
CL
Climbing
Space
Climbing
Space
Direction of Vehicular Traffic
5" Min.
Conduit
Conduit Clamp
Standoff Bracket
15" Min Length
Field Face
Quadrant
Road Face
Quadrant
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 (P1A, P03)
6' to 8'
6" to 12"
Backfill and
Compact
Cut slot
to lay rod in
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
CLEAR WORKING SPACE FOR VAULTS
NOT TO SCALE
FIELD SIDE (PREFERRED)
ROAD SIDE (PREFERRED)
6' MIN
3'
MIN
3'
MIN
3' MIN
PLACE PEA GRAVEL
BAGS (MID 9995892)
FOR SEDIMENT TRAP
PLACE STRAW MULCH
ON DISTURBED AREA
AUGERED HOLE
POLE
TYPICAL AUGERED WORK SITE - 0150.3200
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
DITCH OR SENSITIVE AREA
4'-0"
1'-0"
5'-8"
8"
7'-0"
Tubes for 1"
adjustable bolts ( 4)
Cover
2,490 lbs
Top Section
1,835 lbs
Base
4,760 lbs
4'-8"
(2) 3' Square
Anti-Skid Doors
SIDE VIEW
TOP VIEW
9'-0"
11'-0"
6"Crushed
Rock
VAULT & EXCAVATION DETAIL - J01
Excavation - 24 cubic yards
Not to scale
6'-2"
MFP20003094
FEEDSOUTH 48TH COURT
(PUBLIC)
S 48TH STTALBOT ROAD SOUTH(COLLECTOR ARTERIAL)S 48TH ST
NEW (600A) SB
SW#T83217
RESIDENTIAL
ACCESS ROAD
(PUBLIC)
13,633 S.F.
TO BE REMOVED
EXIST POLE TO REMAIN
NEW
ABC
NOP
26
60'
60'336ACSR/115KV"AA""BB"EXIST"CC""DD"EXIST
SEE CONST. DETAIL
SEE SHT 4
(600A) SB
SW#:T83243
FUSE @ 100T
EXIST POLE TO REMAIN
NEW
POLE/XFMR
TALBOT ROAD SOUTH(COLLECTOR ARTERIAL)S 48TH ST
60'200A600AFEEDABC
NOP
26
130'
AØ33133
BØ33134
CØ33067
NEW (600A) SB
SW#T83217
EXIST
FUSE @ 100T
EXIST POLE
TO REMAIN
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 02.03.20
R. MILLER 253.234.6558 02.03.20
---
R. MILLER 253.234.6558 02.03.20
REDT # (RW-117931)CITY OF RENTON
SAPPHIRE ON TALBOT
SCHEDULE 73 OH-UG CONVERSION
4827 TALBOT RD S, RENTON, WA 98056
PUGET SOUND ENERGY
N/A IP 132-60
N/A 101124761
AS SHOWN 3 OF 4
KING N/A N/A QCSOKE
31SE-T23N-R05E N/A N/A
2305E124 2305E124 2305E124 NOP-26
COMCAST
BILL WALKER
253.288.7538
CENTURYLINK
KENNETH LUU
206.346.0144
RIGHT OF WAY
VAL CONNELL
425- 462-3518
.
.
.
...
...
...
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)
1" = 50'
SITE PLAN
CIRCUIT FEET REMOVED: 508 FT
CIRCUIT FEET ADDED: 675 FT
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)
P02 316226 165895 45'CL3 1979 CENTURYLINK/COMCAST
SPAN NOTES
P1A TO P01
- INSTALL ± 135' 336.4 MCM ACSR OH WIRE; INSTALLED ( ') 336.4 MCM ACSR
- INSTALL ± 135' #2 OH WIRE; INSTALLED ( ') #2
P01 TO P02
- REMOVE ± 140' 336 ACSR OH WIRE CIRCUIT FT; REMOVED ( ') 336ACSR
P02 TO P03
- REMOVE ± 193' 336 ACSR OH WIRE CIRCUIT FT; REMOVED ( ') 336ACSR
J01 TO E01
- INSTALL ± 25' 3" SCH80 CONDUIT AS NEEDED; INSTALLED ( ') 4" SCH80
J01 TO J03
- INSTALL ±180 FT 1/0 AL JKT; INSTALL ( ') 1/0 AL JKT
J03 TO P02
- REMOVE EX. ±175 FT 1/0 AL JKT; REMOVE ( ') 1/0 AL JKT
- DEVELOPER RESPONSIBLE FOR BACKFILL
AT IP1
- LOCATE EXISTING U/G PRIMARY MAIN IN 4" CONDUIT
- DEVELOPER TO PROVIDE 10'X5' INTERCEPTOR WORK PIT UNDER PSE SUPERVISION
POLE TABLE (NEW)
Site
#
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P1A 316250-165882 45 CL1 2020 PSE Equip #
24" Min
Separation
Telephone 2-4"
Cable TV 2-4"
Primary Power
2-6" and 2-4"
Gas
12" Min
Separation
NOTE: Install 12" shading
if the backfill contains rocks
greater than 10" dia.
48"
Max
36"
Min
Cover
24" Min
Final Grade
ROADSIDE
Excavated Dirt Pile
NOT TO SCALE
TRENCH EXCAVATION DETAIL
12"
48" Typical
(Power, Gas, and
Communications)
Over Power Conduits
6" Min Sand Cover
6"
4"4"
6"
(When Present)
(When Present)
1" = 20'
T01 DETAIL
TREE TRIMMING AND SHAPING SHALL BE COMPLETED BY AN DEVELOPER
ALL DEBRIS AND LOOSE VEGETATION GENERATED FROM THE TRIMMING
ACTIVITIES SHALL BE COLLECTED AND DISPOSED OF OFF-SITE BY THE
DEVELOPER. THE DISTURBED AREAS SHALL BE RAKED TO LEAVE THE
PROPERTY IN A CONDITION COMPARABLE TO THAT WHICH EXISTED PRIOR TO
THE START OF TRIMMING OPERATIONS.
DEVELOPER TO DO A RE-ALIGNMENT OF
WALL AND SIDEWALK AT SOUTH
PROPERTY LINE.
CROSSING CONDUIT TABLE
X-ING
#
LOCATION POWER
XING
LENGTH
TYPE OF CROSSING
(Feeder, Primary, Secondary, etc.)FROM TO
SIZE
(IN)TYPE QTY
X01 AA BB 4 SCH 80 2 50 PRIMARY
6 2 50 FEEDER, FEEDER SPARE
X02 CC DD
3 SCH 80 1 60 FUTURE
4 SCH 80 2 60 PRIMARY
6 SCH 80 2 60 FEEDER, FEEDER SPARE
3" SCH 80 GREY PVC = 60 FT 3" PVC PLUG /CAPS = 2
4" SCH 80 GREY PVC = 220 FT 4" PVC PLUG /CAPS = 8
6" SCH 80GREY PVC = 220 FT 6" PVC PLUG /CAPS = 8
TREE TRIMMING IS THIS AREA REQUIRED. SEE
ADDITIONAL NOTES ON CONDITIONS
SITE NOTES
P1A - (NEW POLE)
- INSTALL CL1 - 45' (PD451) 6010.1000, (DEVELOPER TO STAKE), DEEP SET
- INSTALL NEW 25KVA OH TRF 120/240V & C/O (TRFNXF) PER STD 6025.1000
- INSTALL NEW 12 kV 3Ø TANGENT DE (DE3310) PER STD 6033.1042 (N)
- INSTALL NEW 12 kV 3Ø SLACK SPAN (SSF312DE) PER STD 6033.5010 (S)
- INSTALL (3) STIRRUPS (MID: 2254100)
-INSTALL (3) WEDGE CONNECTORS (MID: 2368200)
- INSTALL (2) 7/16" PRIMARY DOWN GUY (GYDD7SA) PER STD 6013.0100 (S)
-INSTALL 3/8" NEUTRAL DOWN GUY (GYD3SAN) PER STD 6013.0100 (S)
-INSTALL 24" ANCHOR PLATE, 1" ROD (ANDP24) PER STD 6012.1000 ± 25 FT LEAD (S)
-INSTALL FIBERGLASS GUY INSULATORS AS NEEDED
- INSTALL GRID NO. (316250-165882)
P01- (316241-165895) 1979 70' - CL1 (POLE TO REMAIN)
-INSTALL NEW 12 kV 3Ø SLACK SPAN (SSF312DE) PER STD 6033.5010 (N)
-INSTALL 12 kV 3Ø 600A TERM (TSU3NF1) PER STD 6043.1020
-INSTALL (3) NEW FUSE @ 100T (3412700)
-INSTALL (3) NEW SOLID BLADE CUTOUTS (9995955)
-INSTALL (3) STIRRUPS (MID: 2254100)
-INSTALL (3) WEDGE CONNECTORS (MID: 2368200)
-INSTALL (2) NEW 6” CONDUIT RISER (RIS6CSS) 6042.1000 ON NEW STAND OFF BRACKETS
-INSTALL NEW 4” CONDUIT RISER (RIS4CSS) 6042.1000 TO BE CAPPED AT 10'
- INSTALL SWITCH #T83217 (600A)
P02- (316226-165895) 1979 45' - CL3 (TO BE REMOVED)
- REMOVE POLE AND ALL PSE EQUIPMENT
- AMR UNIT (MCC 15727) TO BE REMOVED
P03 (316210-165895) 1979 80' - CL1 (POLE TO REMAIN)
- INSTALL 3Ø 600A OH TO UG TERMINATION (TUS3DF1) 6043.1000
-INSTALL NEW (3) SOLID BLADE CUTOUTS (9995955)
-INSTALL (3) STIRRUPS (MID: 2254100)
-INSTALL (3) WEDGE CONNECTORS (MID: 2368200)
- INSTALL SWITCH #T83243 (600A)
- INSTALL (2) NEW 6” CONDUIT RISER (RIS6CSS) 6042.1000 ON NEW STAND OFF BRACKETS
-INSTALL NEW 4” CONDUIT RISER (RIS4CSS) 6042.1000 TO BE CAPPED AT 10'
- INSTALL (2) 7/16" PRIMARY DOWN GUY (GYDD7SA) PER STD 6013.0100 (N)
-INSTALL 3/8" NEUTRAL DOWN GUY (GYD3SAN) PER STD 6013.0100 (N)
-INSTALL 24" ANCHOR PLATE, 1" ROD ( ANDP24) PER STD 6012.1000 ± 25 FT LEAD (N)
- INSTALL FIBERGLASS GUY INSULATORS AS NEEDED
J02 (316243-165891) - EXISTING
- REMOVE EXISTING 15kV 200 AMP SPLICES
- INSTALL (3) PRIMARY CONNECTOR BARS WITH THE 4 BUSHINGS (7625900) PER STD 6055.1030
- INSTALL (3) NEW 15kV ELBOWS FOR EXISTING 1/0 PRIMARY CABLES (AØ033133, BØ033134, CØ033067)
-INSTALL (6) NEW 15kV ELBOWS FOR NEW 1/0 PRIMARY CABLES FROM P01 (_______-AØ, _______-BØ, _______-CØ)
AND (3) DUST CAPS
E01 - NEW
- INSTALL ELECTRONIC MARKER AT NEW 1-3" CONDUIT FROM J01
POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
MFP20003094
2-6"
EXIST
NEW
EXIST "AA""BB""CC""DD"2-4"
1-3" FUT.
1-4"
NEW 750 MCM
EIM051-AØ
EIM052-BØ
EIM053-CØ
AØACS037
BØACS041
FEEDABC
NOP
26
NEW 1/O AL
336ACSR/115KVEIM054-AØ
EIM055-BØ
EIM056-CØ
EIM057-AØ
EIM058-BØ
EIM059-CØ
(600A) SB
SW#:T83243
NEW 1/O ALFEEDABC
NOP
26
EXIST
EXIST
200A600ANEW
AØ33133
BØ33134
CØ33067
NEW
POLE/XFMR
EHP637-AØ
EHO638-BØ
EHP639-CØ
NEW (600A) SB
SW#T83217
FUSE @ 100T
S 48TH ST
EXIST
NEW
49'
60'TALBOT ROAD SOUTH(COLLECTOR ARTERIAL)FEEDABC
NOP
26
SOUTH 48TH COURT
(PUBLIC)
AØ33133
BØ33134
CØ33067 EXIST
200A200A
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 02.03.20
R. MILLER 253.234.6558 02.03.20
---
R. MILLER 253.234.6558 02.03.20
REDT # (RW-117931)CITY OF RENTON
SAPPHIRE ON TALBOT
SCHEDULE 73 OH-UG CONVERSION
4827 TALBOT RD S, RENTON, WA 98056
PUGET SOUND ENERGY
N/A IP 132-60
N/A 101124761
AS SHOWN 4 OF 4
KING N/A N/A QCSOKE
31SE-T23N-R05E N/A N/A
2305E124 2305E124 2305E124 NOP-26
COMCAST
BILL WALKER
253.288.7538
CENTURYLINK
KENNETH LUU
206.346.0144
RIGHT OF WAY
VAL CONNELL
425- 462-3518
.
.
.
...
...
...
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)
FEEDER 6"
NEW PRIMARY CIRCUIT ONE-LINE DIAGRAM
NOT TO SCALE
NOT TO SCALE
NEW CONDUIT DIAGRAM
1" = 20'
T02 DETAIL
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
J01 316218
165880
4'8"x7'x5'8"
Adj. w/2-3' Anti
Skid Doors
MATID: 9996162
J-Box Below
Grade
w/4 Pos J-Bus
Matid: 7625900x3
6 6 JBOX3AS 6055.1030
ELB10J 6041.1000
Existing
J02
316243
165891
4'8"x7'x5'8"
Adj. w/2-3' Anti
Skid Doors
Matid: Existing
J-Box Below
Grade
w/4 Pos J-Bus
Matid: 7625900x3
9 3
ELB10J 6041.1000
Existing
J03
316217
165902
4'8"x7'x5'8"
Matid: Existing
J-Box Below
Grade 3
ELB10J 6041.1000
PRIMARY 3"
CONDUIT LEGEND
PRIMARY 4"
PRIMARY CABLE & CONDUIT TABLE
LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE CONDUIT TYPE (SCH80), FEEDER CABLE TYPE (TAPE, CN, #4/O NEU)
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 FOOTAGES & TYPES INSTALLED LUBRICANT (Gal.)
90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT TYPE CABLE TYPE EST.ACTUAL
J02 J01 4 2 215 1 4 -824 887 1/0 AL JKT 235 EIM051 EIM052 EIM053 -1.7
P01 J01 6 2 310 698 698 750 MCM 340 EIM054 EIM055 EIM056 -2.7
J01 J03 4 1 150 1 -420 383 1/0 AL JKT 180 EIM057 EIM058 EIM059 -0.3
J02 P01 CABLE TAGS ONLY EHP637 EHP638 EHP639
J01 E01 3 1 25 1 2 --CONDUIT ONLY ----
J01 P03 4 1 130 2 --CONDUIT ONLY ---
3" PVC (FT) & BENDS =25 1 2
4" PVC (FT) & BENDS =710 3 10 3Ø TOTAL (FT) =415
6" PVC (FT) & BENDS =620 750-3Ø TOTAL (FT) =340 TTL (Gal.) 4.7
MFP20003094