HomeMy WebLinkAboutEx_05_Minor_Franchise_PermitDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP23003590
IVR Number: 23003590
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:07/10/2023Application Date:7227900075Parcel Number: 2900 NE 10TH ST
Permit Type:07/13/2023Issue Date:Franchise
Permit Work Class:07/12/2024Expiration Date:Minor Utility
Job Number: 101137749Franchise Type:Electric
Description: Puget Sound Energy Electric PSE TO REMOVE POLES & PRIMARY ON INDEX AVE NE & INSTALL UG PRIMARY
FROM GRID#318508 166750 ALONG INDEX AVE NE TO GRID#318547 166768 IN CUSTOMER PROVIDED
TRENCH.
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
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
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
101137749
2900 NE 10TH ST
JENNY CHAU 253-208-9480
MFP23003590
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 7/13/2023
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
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.
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
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
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
2900 NE 10th St Renton WA 98056 USA19
19
1313NE 10TH STJEFFE
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ROADWORKAHEADRESIDENT(S) WILL BE INFORMEDOF POSSIBLE TEMPORARYDRIVEWAY CLOSUREUSE MAXIMUM AVAILABLESPACE FOR SIGNSLEFTKEEPR4-8BNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVMatlock Highbarger(808) 375-4152Matlock.Highbarger@PSE.com1 OF 22900 Northeast 10th Street, Renton, WA0 51097640306/20/2023Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.3. Channelizing devices are 28" traffic cones.Use traffic drums (barrels) with steady burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYWORK AREACHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOPPOLEMINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425MFP23003590DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
2900 NE 10th St
Renton
WA 98056
USA
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RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
USE MAXIMUM AVAILABLE
SPACE FOR SIGNS
N
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
Project Address:
Page
PSE PUGET
SOUNDENERGY
Designer:
Job #
REV
Matlock Highbarger
(808) 375-4152
Matlock.Highbarger@PSE.com
2 OF 22900 Northeast 10th Street, Renton, WA
0
510976403
06/20/2023
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 10' 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.
MINIMUM TAPER LENGTH=L (FT.)
LANE
WIDTH
10
11
12
20
70
75
80
25
105
115
125
30
150
165
180
35
205
225
245
40
270
295
320
45
475
495
540
POSTED SPEED (MPH)
50
500
550
600
55
550
605
660
60
-
660
720
65
-
-
780
70
-
-
840
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRON
ARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
POLE
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
MFP23003590
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
J.CHAU (253) 208-9480 6/20/22
A.PERNELL 253-289-8568 4/1/21
N/A N/A N/A
A.PERNELL 253-289-8568 4/1/21
RW-130851 RENTON
SUNSET GARDENS
PRIMARY OH/UG CONVERSION SCH 73
2900 NE 10TH ST, RENTON, WA 98056
N/A N/A
N/A 101137749
AS NOTED 1 OF 3
KING N/A N/A CSPSKEPM
NW 9-23N-05E N/A N/A
2305E034 2305E040 2305E034 PRE-11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
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 HARD SURFACE RESTORATION AND RELATED
LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE
TEMPORARY EXCAVATION PLATING (IF REQUIRED).
ALL CROSSING TO BE DONE PARALLEL OR PERPENDICULAR TO
ROAD. STRAIGHT CROSSING ONLY.
OVERHEAD CIRCUIT MAP: 2305E040
SCALE: 6" = 1 MILE
JOB SITE
N
Vicinity Map
47.5,-122.179
Owner / Developer Contact Info
officeATTN:
SINSET GARDENS
2900 NE 10TH ST
RENTON, WA, 98056
RYAN ARP 206-285-2966
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
108127699
N/A
N/A N/A
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Removal
Distribution
HP Svc/MSA
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:JENNY CHAU
(253) 208-9480
JENNY.CHAU@PSE.COM 101137749THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
Service Stubs
101137749
N/A
N/A
510976403
N/A
JOBSITE
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-BOXJ
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 VAULTP
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
PSE GENERAL SPECIFICATIONS
General
-All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards
are available upon request.
-Work sites shall be kept clear of debris and all construction materials; equipment and
packing shall be removed daily.
-Return all unused and removed poles, transformers and hardware to PSE, storeroom. All
copper shall be coiled and returned the day it is removed from the poles. Remove all
unused pins and insulators.
-Return all streetlights, area lights and floodlights to Sumner yard.
Pre-Construction
-Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by
permitting agency, in advance of starting work in Right-of-way involving a Permit.
-All system switching shall be approved by System Operations (425-882-4652) a minimum
of 48 hours in advance.
-Notify customers of all outages 48 hours in advance.
Work Drawings & Documents
-PSE Project Manager or Engineer shall approve field design changes.
-Mark all field changes, equipment ID numbers and Underground cable information in red on
Foreman's copy of work sketch.
-Return one Foreman's copy of work sketch to Project Manger at completion of job.
-When permits are required, a copy of the permits shall be available on work site at all times.
Safety
- efer to PSE standards 6275.3000 for requirements on System Grounding
-Refer to PSE standards 6275.9210, 6275.9230 and 6275.9250 for personal protective
grounding requirements.
-Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements.
-Proper line clearances shall be taken at the beginning, and released at the end, of each
workday, or as otherwise instructed by the System Operator.
-Provide signs, barricades, and traffic control in conformance with permit regulations.
-Utilize flagging and other vehicle traffic control as necessary and in conformance with local
traffic regulations.
-Maintain traffic flow as required by permitting agency.
Joint Facilities
-Coordinate with Communication Companies for transfers.
OVERHEAD CONSTRUCTION
Poles & Structures
-Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location
measurements are from the center of the pole.
-All new poles set shall be the class indicated on the sketch, or better. Do not set a lower
class pole than specified.
-Install ground plate assembly on all new poles. Install Switch Ground Assembly per
standard specification 6014.1000 at new gang operated switch locations.
-Install grid numbers on all new and existing poles as shown on sketch.
-Straighten existing poles as indicated or as necessary.
-Treat all field-drilled poles with copper napthenate wood preservative.
-Remove old poles after communication companies have transferred off and return to PSE
storeroom. Fill and crown pole holes and restore the area similar to adjacent landscaping.
Conductors & Equipment
-Transfer all overhead and underground primary, secondary and service conductors and
guys to new poles set, unless otherwise indicated on this sketch.
-Transfer existing transformers to new poles unless otherwise indicated on this sketch.
-Use stirrups to connect all overhead and underground primary taps, and all transformers.
Install at all sites being worked within the scope of the project where they are currently
missing.
- For 12vK construction, install avian protection with #4 CU-covered jumpers (MID#9998076)
and #4 SD Aluminum covered tie-wire (MID#8309760). For 34vK construction use bare
wire primary jumpers with pre-formed helical-grip ties and avian protection devices when
required per Std. 6015.2000. Jumpers for poles that are double dead ended with tree wire
can be either the same size tree wire conductor or covered CU.
-Apply grit inhibitor on all Ampact, stirrup, and dead-end connections.
-Connect primary taps and transformers to same phase as existing unless otherwise shown
on the drawing.
-All neutral connections to be made with solid compression connectors. Connect all pole
grounds to common neutral.
-Use Load-interrupter cutouts (with arc shields) on all primary overheads and underground
taps with fused protection above 40T.
-Install Wildlife Protectors on all transformers.
-If four or more six inch conduits are installed in a trench, fluidized thermal backfill (FTB)
shall be installed around the conduits to a depth of six inches above and to the sides of the
conduit, and two inches underneath, per PSE Standard 6790.0140.
Materials
-The City will provide a schedule of when vault excavation will be ready. All vaults will be
delivered by the manufacture to the job site as follows:
--575 and smaller with a minimum 3 days advanced notice to PSE storeroom.
--5106 and larger with a minimum 5 days advanced notice to PSE storeroom.
-If vault excavation is not ready when vaults are delivered, city will provide necessary
equipment to install vaults.
UNDERGROUND CONSTRUCTION
Vault Installation
-Vaults shall be installed in accordance with PSE standards 6775.0035 and 6775.0040.
-All PSE vaults shall be clean and clear of construction debris with all knockouts and cover
adjustments grouted to PSE satisfaction prior to PSE accepting delivery of bare conduit &
vault system.
Conduit Installation
-All PSE conduit installations shall conform to PSE standards 6800.6000, 6800.6050,
6800.8050, and 6825.6505.
-All conduits shall be routed and installed per conduit tables, installation diagrams, and
details in this work sketch.
-A plug shall be installed in all spare conduits.
-All conduits entering PSE vaults shall be through the appropriate knockouts to ensure
proper cable lay. Vault entries shall not cause cables to cross each other in the vault, or lay
in the vault unevenly.
-All conduits entries into PSE vault shall be straight and level with a minimum of 6' straight
section outside the vault wall and 2” on conduit extending into the vault with bell ends
installed.
-PSE conduits shall be placed in the trench maintaining a minimum of 1-1/2” of separation.
Use conduit spacers (provided by PSE) every10'.
-PSE conduit runs shall be placed straight and level. If it becomes necessary to alter
conduit alignments, in order to avoid other utilities, the maximum bend radius allowed is
22-1/2 degrees. Bend radius greater than 22-1/2 degrees require prior approval from PSE
engineering representatives.
-All PSE conduits shall be placed with the minimum separation between other utility facilities
as specified in PSE standard 6790.0130. Refer to the typical utility trench cross section
detail in this work sketch.
-All PSE conduits shall have a minimum of 36” of cover. Cover of less than 36” is
permissible on a case by case basis provided that such installations adhere to PSE
standard 6790.0130 figure 2. Pre-approved by PSE engineering representatives is
required.
Cable Tags and Pulling
-Primary Underground Cable Identification Tag installation shall conform to PSE standards
6825.6050.
-Cable Pulling shall conform to PSE standards 6825.6100 and 6825.6150
RESPONSIBILITIES OF THE CITY
Documentation
-The city and their contractor shall attend a pre-construction meeting specifically for
installation of bare duct and vault system.
-Field changes shall be pre-approved by PSE or designated representative prior to
construction with proof of acceptance required prior to PSE acceptance of completed duct
and vault system.
Safety
-The city contractor shall not access energized power vaults without the assistance of PSE
line workers.
-The city contractor shall not expose energized power conductors (direct buried or in
conduit) without the assistance of PSE line workers.
Trench and Excavation
-The city shall provide all trench excavation and backfill for the installation of new or
modified PSE underground distribution system within the construction area.
-All trench excavation shall conform to PSE standards 6790.0075, 6790.0130, 6790.0140,
6790.0250, and 6790.3050.
-PSE plans show general trench alignment. They do not show specific cross sections with
existing or proposed other utilities. It is the City's responsibility to install PSE facilities at
necessary depths to avoid and provide required clearances to other existing or proposed
utilities.
-Construct the shared utility trench where the various utilities can transition in and out of the
trench line in an orderly fashion without altering duct bank alignments of other utility.
Separation of crossing utilities sharing the common utility trench is 6”.
-Placement of other utility vaults within the trench line alignment encumbering access to
PSE facilities is not allowed.
- After the new underground system is installed and energized, additional excavation may be
necessary to re-train existing underground cables into the new vaults. This excavation will
be provided by the city with 48 hours notice.
-City shall provide all surveying necessary to assure all PSE vaults are installed in the
alignment location specified in this document. The city shall be responsible for establishing
grade elevation for PSE vaults. Adjustment of vault lids to final grade will be the
responsibility of the City.
-Vault hole excavation shall be prepared level and free of debris with a minimum 6” base of
crushed rock to prevent vault settling.
-PSE Vaults in planter areas shall be set 2” above final grade.
-PSE Conductors and equipment are energized.
-PSE line Note: The city contractor will not be allowed to make vault adjustments after PSE
conductors and equipment are energized. PSE line crew will perform the adjustments on a
change order basis.
MFP23003590
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
1000
2804
2900ROW
50'
P
R
E
11
318547-166768
225 kVA 208V (ABC)
ROW
60'
318508-166750
318505-166760
15 kVA (B)
SLAH5030 318538-166767ROW
50'318536-166771FENCE AREA318536-166771318532-166753318527-166761318548-166768
225 kVA 208V (ABC)
318528-166784
75 kVA (B)318527-166778FIELD BEND JJJUTILITIES
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
D.FOGEL 360-722-2783 4/1/21
A.PERNELL 253-289-8568 4/1/21
N/A N/A N/A
A.PERNELL 253-289-8568 4/1/21
RW-130851 RENTON
SUNSET GARDENS
PRIMARY OH/UG CONVERSION SCH 73
2900 NE 10TH ST, RENTON, WA 98056
N/A N/A
N/A 101137749
AS NOTED 2 OF 5
KING N/A N/A CSPSKEPM
NW 9-23N-05E N/A N/A
2305E034 2305E040 2305E034 PRE-11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A 101137749THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
SITE PLAN
SCALE: 1" = 50'
SITE SPECIFIC NOTES
AT P01: 318508-166750 ( EXISTING)
-EXISTING 2017 45' CL 3 POLE TO REMAIN
AT P02: 318533-166758 (EXISTING)
REMOVE EXISTING 45' CL 3 POLE (1981)
-REMOVE FRAMING
-REMOVE DOWN GUY
-REMOVE ANCHOR
-REMOVE EXISTING 150 KVA OH XFMR BANK AND RETURN TO PSE YARD
AT P03: 318548-165763 (EXISTING)
-REMOVE EXISTING 45' CL 1 POLE (1969)
-REMOVE (2) PRIMARY RISERS
- REMOVE EXISTING PRIMARY CABLES EHE500, EHE501 & EHE502
AT J04: 318536-166771(EXISTING)
-REMOVE EXISTING B.O J- BOX
AT P04: 318547-166768 (EXISTING)
-EXISTING 40' CL 1 POLE (1959) TO REMAIN
-150 KVA OH XFMR BANK TO REMAIN
POWER GENERAL NOTES - COMMERCIAL PROJECT
8.
EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and
restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over
PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer
will provide any and all shoring or they will side slope the trench to 1:1.
All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from
this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy.
All switching arrangements and/or outage arrangements are to be made with the Project Manager at least
three (3) working days in advance.
Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing
work to get the underground facilities located.
STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk,
etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager.
SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction
materials which would restrict construction and/or equipment access, before work can begin.
Roads shall be paved or have a compacted , crushed rock base in place.
CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from
combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard
posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water,
storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them.
All work is to be done in accordance with local municipal and county permit requirements as applicable.
Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits
and crossings from the individual unit's meter base to the designated connection point.
Inclement weather conditions may cause delays in construction times and dates.
1.
2.
3.
4.
5.
6.
7.
9.
11.
10.
WIRE REMOVAL TABLE
Location
Wire Size & Type Quantity
Length
(per
conductor)RemarksFromTo
P01 P02 #2ACSR 4 250'
P02 P03 #2ACSR 4 150'
P03 P04 #2ACSR 4 100'
Total Feet #2 ACSR Removed: 1000'
POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS
SITE
#
POLE DATA POLE
TEL TV FIBER TRAN RMVD ID NUMBER
GRID #HEIGHT CLASS YEAR TOPPED RMVD
P02 318533-166758 45 3 1981
P03 318548-166763 45 3 1961
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P02
318533-166758
50kVA
CIRCUIT FEET REMOVED: 500'
00 1"2"
00 50'100'
UNDERGOUND CIRCUIT MAP: 2305E034
JOBSITE
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P02
318533-166758
50kVA
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
P02
318533-166758
50kVA
SCALE: 1" = 50'
MFP23003590
Please see the
attached utility plan
for location of V01
and J01 in relation
to the new water
services and meters.
POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
1000
2804
2900ROW
50'
P
R
E
11
318547-166768
225 kVA 208V (ABC)
ROW
60'
318508-166750
318505-166760
15 kVA (B)
SLAH5030 318538-166767ROW
50'318536-166771FENCE AREA318536-166771318532-166753318527-166761318548-166768
225 kVA 208V (ABC)
318528-166784
75 kVA (B)318527-166778FIELD BEND JJJUTILITIES
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
D.FOGEL 360-722-2783 4/1/21
A.PERNELL 253-289-8568 4/1/21
N/A N/A N/A
A.PERNELL 253-289-8568 4/1/21
RW-130851 RENTON
SUNSET GARDENS
PRIMARY OH/UG CONVERSION SCH 73
2900 NE 10TH ST, RENTON, WA 98056
N/A N/A
N/A 101137749
AS NOTED 3 OF 5
KING N/A N/A CSPSKEPM
NW 9-23N-05E N/A N/A
2305E034 2305E040 2305E034 PRE-11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
SITE SPECIFIC NOTES
AT P01: 318508-166750 ( EXISTING)
-EXISTING 2017 45' CL 3 POLE TO REMAIN
-INSTALL 3Ø DE #2ACSR PER STD 6033.1040 (DE2315)
-INSTALL (1) STIRRUP, BOLTED & HOT CLAMP #4-4/0 & TAP ABCØ (MID: 2254000 & 2153100)
-INSTALL (1) 12kV 200AMP OH/UG TERMINATION PER STD 6043.1000 (TSU3C1F)
-INSTALL (3) LB C/O ON NEW FG ARM, FUSE @ 25T (MID: 3412400)
-INSTALL SWITCH #T__________
-INSTALL (1) 4" PRIMARY RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000
(RIS4CSS)
AT J01: 318527-166761 (NEW)
-INST NEW 575 JBOX PER STD 6055.1030 (JBOX15L)
-INST HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200)
-INST (3) 4-POS JBOX (MID: 7625900)
-INST (8) LB ELBOWS (6041,1000, ELB10J)
-INST (8) INSULATED CAPS (MID: 7630600)
-INST GRID#
AT J02: 318538-166767 (NEW)
-INST NEW 575 JBOX PER STD 6055.1030 (JBOX15L)
-INST HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200)
-INST (3) 4-POS JBOX (MID: 7625900)
-INST (12) LB ELBOWS (6041,1000, ELB10J)
-INST (12) INSULATED CAPS (MID: 7630600)
-INST GRID# 318538-166767
AT J03: 318548-166771 (EXISTING)
-INST NEW 575 JBOX PER STD 6055.1030 (JBOX15L)
-INST HH 4'8" X 7' X 5' W/ 2-3' SQ DOORS (MID: 7663200)
-INST (3) 4-POS JBOX (MID: 7625900)
-INST (12) LB ELBOWS (6041.1000, ELB10J)
-INST (8) INSULATED CAPS (MID: 7630600)
-RECONNECT EXISTING SVC'S
SITE PLAN
SCALE: 1" = 50'
CIRCUIT FEET ADDED: 860'
00 1"2"
00 50'100'
CUSTOMER DEVELOPMENT NOTES:
A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE
WORK.
CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET
SOUND ENERGY STANDARDS & LOCAL MUNICIPALITY.
**DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL**
CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING:
CROSSING/BORING.
-OPEN TRENCH OR BORING FOR CROSSINGS ARE ALLOWED PER LOCAL MUNICIPALITY PERMIT
REQUIREMENTS.
-CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO
CONSTRUCTION.
-PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION
WORK IN RIGHT OF WAY.
-EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY.
VAULTS & WORK PITS.
-REQUIRED TO PROVIDE 4' X 4' WORK PIT & 1 CUBIC YARD 5/8" CRUSHED ROCK AT P01,P04 & J01
-REQUIRED TO PROVIDE 9' X 11' WORK PIT 20 CUBIC YARDS OF 6” CRUSHED ROCK AT J02 & J03
-REQUIRED TO PROVIDE 8' X 8' CRUSHED ROCK BED AT V01
JOB SITE READINESS.
-JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO
CONSTRUCTION DATE.
-ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL
MUNICIPALITY.
-ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE
COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE.
-REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS &
TRENCH AT ALL TIMES.
-REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE
BACKFILLING.
- IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED.
-PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT.
-IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND
SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS .
Vault & Equipment Table
Site Grid
Number
Vault Size
& Cover
Type & Size
Equipment
In Vault
Primary Bushings Transformer
ID Numbers
(Company ID)
ASBUILT INFORMATION
Foreman-Complete
LB DC
V01 318530
166755
4' 8” X 5' 6” X 6”
Matid: 7655200
PM3P15S
Matid: 6258050
J01 318527
166761
4'8" x 7' x 5' HH
Matid: 7663200
(3) 200A J-BOX
Matid:7625900 3 6
PRIMARY CABLE & CONDUIT TABLE
LOCATION CONDUIT PRIMARY CABLE
ASBUILT INFORMATION
SIZE Qty LENGTH
Design
(ft)
BENDS PULL PULL Cable LENGTH
Design
(ft)
Cable Numbers Foreman Please Record Foreman - Complete
FROM TO (in)90°45°22°11°(lbs)
Rev
(lbs)Size A B C Manufacturer Compound Year Actual Amount Installed (Conduit & Cable)
P01 J01 4 1 230'1 213.58 254
3ØPRI 12KV
1/0 AL SOL 280'
J01 V01 4 1 30'105.6 105.6
3ØPRI 12KV
1/0 AL SOL 40'
V01 P05 4 1 120'49.1 49.1
3ØPRI 12KV
1/0 AL SOL 150''
J01 J02 4 1 210'1 135.4 140.1
3ØPRI 12KV
1/0 AL SOL 220'
J02 J03 4 1 30'36.7 36.7
3ØPRI 12KV
1/0 AL SOL 70'
J03 P04 4 1 90'50.8 70.3
3ØPRI 12KV
1/0 AL SOL 100'
TOTAL 3Ø 1/0 AL JKT:860'
Installed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER INSTALLATION
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
P01
318530-166755
50KVA
6258050
POWER GENERAL NOTES - COMMERCIAL PROJECT
8.
EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and
restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over
PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer
will provide any and all shoring or they will side slope the trench to 1:1.
All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from
this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy.
All switching arrangements and/or outage arrangements are to be made with the Project Manager at least
three (3) working days in advance.
Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing
work to get the underground facilities located.
STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk,
etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager.
SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction
materials which would restrict construction and/or equipment access, before work can begin.
Roads shall be paved or have a compacted , crushed rock base in place.
CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from
combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard
posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water,
storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them.
All work is to be done in accordance with local municipal and county permit requirements as applicable.
Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits
and crossings from the individual unit's meter base to the designated connection point.
Inclement weather conditions may cause delays in construction times and dates.
1.
2.
3.
4.
5.
6.
7.
9.
11.
10.
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
PRE-11
06/4/20
224 231 260
0 0 0
224 231 260
TOTAL 4" CONDUIT: 710'
SITE SPECIFIC NOTES
AT V01: 318530-166755 (NEW)
-INSTALL (1) 4' 8” X 4' 8” X 3' 6” VAULT W/ GROUNDS PER 6045.5000 (PM3P15S)
-INSTALL (1) COVER 4' 8” X 5' 6” X 6” ACCESS LID (MID:7655200)
-INSTALL (1) 150kVA PADMOUNT TRF (MID:6258050)
-INSTALL (3) 12KV LB ELBOWS PER STD 6041.1000 (ELB10J)
-INSTALL (4) SECONDARY #2- 500KCMIL CONNECTION LUGS (MID:7651002)
-INSTALL (16) MOUNTING BOLT KITS (MID:7651008)
-INSTALL GRID:
AT P04: 318547-166768 (EXISTING)
-EXISTING 40' CL 1 POLE (1959) TO REMAIN
-EXISTING 150 KVA OH XFMR BANK TO REMAIN
-INSTALL 12KV 3-PH TANGENT DEAD-END FRAMING (6033.1042, DE3310)
-INSTALL AL "H" CONNECTORS (MID: 2168000)
-INSTALL (1) UG/OH TERMINATION PER STD 6043.1001 (UTSU3C1)
-INSTALL CABLE TAGS
-INSTALL (2) 6" PRIMARY CONDUIT RISERS ON STANDOFF BRACKET (6042.1000, RIS6CSS)
-INSTALL (1) 4" PRIMARY CONDUIT RISER ON STANDOFF BRACKET (6042.1000, RIS4CSS)
-RECONNECT EXISTING SVC
AT P05: 318528-166755 (NEW)
-INSTALL NEW 45' CL-3 DISTRIBUTION POLE W/ GROUNDS PER STD 6010.1000 (PD453)
-INSTALL 1- POLE TOP PIN & INSULATOR PER STD 6031.1010 (TAN112)
-INSTALL 12KV 3-PH TANGENT DEAD-END FRAMING (6033.1042, DE3310)
-INSTALL (1) SINGLE HELIX ANCHOR PER STD (E) 6012.1000
-INSTALL (1) 3/8" PRI & NEUT DOWN GUY PER STD 6012.1000 (GYD3SA & GYD3SAN)
-INSTALL 1- 4" RIGID CLEVIS, NEUTRAL IN COMMON POSITION (N)
-INSTALL (1) STIRRUP, BOLTED & HOT CLAMP 1/0-397.5 & TAP CØ (MID: 2254100 & 2153100)
-INSTALL (3) 50kVA OH TRF 120/240v W/ LB C/O (FUSE @ 15T) PER STD 6025.1000 (TRF...)
-INSTALL (1) 4" PRIMARY CONDUIT RISER ON STANDOFF BRACKET (6042.1000, RIS4CSS)
SPAN SPECIFIC NOTES
**REFER TO SITE PLAN, ONE LINE DIAGRAMS AND TABLES FOR INSTALL**
POLE TABLE (NEW)
Site
#
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P05 318528-166755 45 3 PSE Equip #
P06 318548-166768 55'1
E
50' R.O.W.
CL
W
NOT TO SCALE
CROSS SECTION - INDEX AVE NE
LOOKING EAST
Installed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER INSTALLATION
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
P01
318530-166755
50KVA
6258050
Installed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER INSTALLATION
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
Material ID#:
P01
318530-166755
50KVA
6258050
WIRE STRINGING PRIMARY & SECONDARY
Location
Pri Sec Wire Size & Type Quantity
Length
(per conductor)
Total ActualFromTo
P04 P06 XX #2ACSR 1 XX XX
MFP23003590
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
90°
R=60"
90°
R=60"
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 200'
PSE PROVIDED & CUST INSTALLED
4' X 4' WORK PIT
CUSTOMER SUPPLIED
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 50'
PSE PROVIDED & CUST INSTALLED
4' X 4' WORK PIT
CUSTOMER SUPPLIED
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 120'
PSE PROVIDED & CUST INSTALLED
9' X 11' WORK PIT
CUSTOMER SUPPLIED
BACKFILL
CUSTOMER SUPPLIED
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 210'
PSE PROVIDED & CUST INSTALLED
9' X 11' WORK PIT
CUSTOMER SUPPLIED
BACKFILL
CUSTOMER SUPPLIED
4' X 4' WORK PIT
CUSTOMER SUPPLIED
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 90'
PSE PROVIDED & CUST INSTALLED
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 40'
PSE PROVIDED & CUST INSTALLED
BACKFILL
CUSTOMER SUPPLIED
6' X 6' WORK PIT
CUSTOMER SUPPLIED
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 60'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 230'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 220'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 150'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 100'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 7
0
'
45°
1-6" SCH'L 80 CONTINUOUS PVC CONDUIT ± 400'
PSE PROVIDED & CUST INSTALLED SPARE
FIELD BEND
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 400'
PSE PROVIDED & CUST INSTALLED SPARE
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 60'
PSE PROVIDED & CUST INSTALLED
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 80'JJJ90°
R=60"
90°
R=60"
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 60'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 230'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 220'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 150'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 100'
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 70
'
FIELD BEND
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 80'JJJUTILITIES
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 101137749THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
SCALE: NONE
CONDUIT ONE-LINE DIAGRAM
SCALE: N/A
CABLE ONE-LINE DIAGRAM
J-BOX B-FLY DETAIL (J03)
SCALE: NONE
J-BOX B-FLY DETAIL (J01)
SCALE: NONE
Prop 4" (SW3)
Prop Spare 4" (SW3)
Prop Spare 4" (J02)
Prop 4" (J02)
Prop Spare 4" (V01)
Prop 4" (V01)
J-BOX B-FLY DETAIL (J02)
SCALE: NONE
Prop 4" (SW3)
Prop Spare 4" (SW3)
Prop Spare 4" (J02)
Prop 4" (J02)
Prop Spare 4" (V01)
Prop 4" (V01)
Exist 4"
Exist 4"
Exist 4"
Exist Spare 4"
Exist 4"
Exist Spare 4"
Exist 4"
Exist 4"
D.FOGEL 360-722-2783 4/1/21
A.PERNELL 253-289-8568 4/1/21
N/A N/A N/A
A.PERNELL 253-289-8568 4/1/21
RW-130851 RENTON
SUNSET GARDENS
PRIMARY OH/UG CONVERSION SCH 73
2900 NE 10TH ST, RENTON, WA 98056
N/A N/A
N/A 101137749
AS NOTED 4 OF 5
KING N/A N/A CSPSKEPM
NW 9-23N-05E N/A N/A
2305E034 2305E040 2305E034 PRE-11
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A
MFP23003590
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
4'-0"
1'-0"
5'-8"
8"
7'-0"
Tubes for 1"
adjustable bolts ( 4)
Cover
2,490 lbs
Top Section
1,835 lbs
Base
4,760 lbs
4'-8"
(2) 3' Square
Plate Doors
NOTE: For Installations in pavement or sidewalks with adjustable cover
SIDE VIEW
TOP VIEW
9'-0"
11'-0"
2"
6'-0"
6"
Crushed
Rock
3-piece handhole, increase excavation Depth to 6'-6" and 24 cubic yards.
4'-8" x 7' Handhole ( 575) w/adjustable Cover
MID#: 7663206
VAULT & EXCAVATION DETAIL @ J01, JO2 & J03
Not to scale 6055.1030
Excavation - 20 cubic yards 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 J-BOX
NOT TO SCALE
FIELD SIDE (PREFERRED)
ROAD SIDE (PREFERRED)
6' MIN
3'
MIN
3'
MIN
3' MIN
UTILITY POLE EROSION CONTROL DETAIL
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
Not to scale Drainage ditches or Dry vegetated sites
FLOW DIRECTION
LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,
SECURE WITH PEA GRAVEL BAGS.
6'
3'
8"
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
SILT FENCE DETAIL
Not to Scale 0150.3200
Excavated Dirt Pile
Final Grade
24" Min
Backfill for Schedule 40 Conduit
(NO Rocks over 10" Diameter
or foreign objects)Separation
12" Min
18" Min
JOINT TRENCH DETAIL
Primary-Schedule 40 (NTS)
48"
Max
36"
Min
Cover
Phone & TV Primary Power Cable
in Customer Provided
Schedule 40 Conduit
ROADSIDE
To Excavated Dirt Pile
Field Face
Quadrant
Road Face
Quadrant
Climbing
Space
5" Min
CL
Direction of Vehicular TrafficCL
TOP VIEW
Standoff Bracket
15" Min Length
Conduit Clamp
Conduit
CONDUIT RISER PLACEMENT DETAIL (P05)
SCALE: NONE
4'x4' Work Pit
COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR PADMOUNT TRANSFORMER AND VAULT
CURB OR EDGE OF PAVEMENT
CURB OR EDGE OF PAVEMENT
5' MIN
ROAD OR
PARKING AREA
TYP. PAD
& TRANS-
FORMER
1.5' MIN
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
Not to scale
1.5' MIN
3'
MIN
3' MIN
3' MIN
10' MIN
3'
MIN
Field Face
Quadrant
Climbing
Space
Road Face
Quadrant
Climbing
Space
5" Min
CL
LC Direction of Vehicular TrafficTOP VIEW
Standoff Bracket
15" Min Length
Conduit Clamp
Conduit
CONDUIT RISER PLACEMENT DETAIL (P04)
SCALE: NONE
4'x4' Work Pit
SCALE: NONE
VAULT DETAIL
TOP VIEW
Excavation - 10-1/3 cubic yards
SIDE VIEW
Rock
Crushed
6"
4'-4"
2"
8'-0"
4'-8"
3'-6"
4'-8"
6"
20"
4'-8"5'-6"
44"
8'-0"
No Secondary
PSE Primary
Conduit
Customer's service wire conduits may
enter at any corner other than the corner
where the primary cable enters the vault.
TV & TEL Electric Service Cable in Conduit
3" Schedule 40 Grey PVC
Excavated Dirt Pile
Final Grade
24" Min
24" Min
to
36" Max
Cover Separation
12" Min
20" Min
JOINT TRENCH DETAIL
Electric Service Cable in Conduit (NTS)
To Excavated Dirt Pile
36" MINIMUM COVER
IN RIGHT OF WAY
Backfill for In Conduit - The backfill layer shall be soil that is free from construction debris,
glass, sharp rocks, frozen clods, and rocks larger than 8" in diameter.
Backfill for Conduit
Free of rocks
larger than 8"
in diameter)
TOP VIEW
6'MIN
VAULT LID
3'MIN
3'MIN
3'MIN
ROAD SIDE (PREFERRED)
FIELD SIDE (PREFERRED)
TOP VIEW VAULT LID
6775.0035.02Not to scale
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
PM XFMR VAULT B-FLY DETAIL (V01)
SCALE: NONE
Customer Owned Services
Prop 4" (J02)
TOP VIEW
Excavation - 10-1/3 cubic yards
SIDE VIEW
Rock
Crushed
6"
4'-4"
2"
8'
8'
4'-8"
3'-6"
4'-8"
6"
20"
4'-8"5'-6"
44"
Not to scale 6045.5000-1
3,600 lbs
1,657 lbs
VAULT & EXCAVATION DETAIL @V01
PAGE
5 OF 5
MFP23003590
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
R
Call 811
two business days
before you dig
RENTON SUNSET GARDENS
2900 NE 10TH ST, RENTON, WA 98056
RENTON SUNSET GARDENSRENTON SUNSET GARDENSTED-40-4199LUA: 21-000168C: 21005145PR: 21-000160R-419929
S-419902
W-419902
WASTEWATER & WATER UTILITY PLANWTRP-27-4199WWP-27-4199WATER UTILITY
jchavez 05/02/2023
DocuSign Envelope ID: 267295FF-9C59-4295-84AB-E6F24DF3BAF4