HomeMy WebLinkAboutMFP20005881.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP20005881
IVR Number: 20005881
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:12/20/2020Application Date:7227801075Parcel Number: 2715 SUNSET LN NE, APT
Permit Type:02/04/2021Issue Date:Franchise
Permit Work Class:02/04/2022Expiration Date:Minor Utility
Job Number: 105095874Franchise Type:Electric
Description: Puget Sound Energy Electric Potelco crew to install 1 4" SCHL80 conduit and UG primary cable from J02 to V01 in
customer provided trench. Install new UG primary cable from J01 to J02 in existing conduit. Install new PM
Transformer and connect temp service. Restoration per City of Renton standards
PRE CONSTRUCTION MEETING REQUIRED. PLEASE CALL IN FOR LOCATES BEFORE SCHEDULING THE PRE
CON.
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) 437-6708Contact
COLPITTS SUNSET LLC 2256 38TH PL E
SEATTLE , WA 98112
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
MFP20005881
Scott Warlick CED 1/13/2021
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 1ϭ/Ϯϱ/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
x TCP must be approved prior to commencing the work, and all permit conditions shall be met.
x Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
x Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
x The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
x Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.
x Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including
public transit, to be affected by a temporary lane or road closure.
x TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
x Any lane or street closures not in conformance with the approved traffic control plan and/or without
notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State
and City codes.
x Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles
and the acts of the Applicant’s agents and employees.
x The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and
in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s
reasonable attorney’s fees and litigation costs incurred resulting from such claim.
x In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay
for legal counsel chosen by the City to defend against same.
x Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
x Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
x Approved Temporary TCP must be at the work site during work hours.
x Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
x Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number at a
conspicuous place on the vehicle or equipment.
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
x Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
x Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
x The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.
x Temporary traffic control devices must be removed immediately when work is done or no construction
activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance
shop (3555 NE 2nd Street; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
2020NE SUNSET BLVDN
E
S
U
N
S
E
T
B
L
V
D
101112111016
16
1011121110islandBUSSTOPNE 10TH ST1011121110BUSSTOPSHELL STATIONBU
S
ST
O
P1111SUNSET LN
NEHARRINGTON AVE NEM01STOPFLAGGERSTOPFLAGGER STOPFLAGGER
W20-7AROADWORKAHEAD
W20-1 BEPREPAREDTOSTOPW3-4100'100'100'W20-1ROADWORK
AHEA
DW20-1ROADWORKAHEADW20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD10
0
'
100'
10
0
'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'THE CREW SHALL CEASEWORK FOR A FLAGGER/SPOTTERTO ESCORT PEDESTRIANSAROUND THE WORK AREANPSEPUGETSOUNDENERGY-OBNovember 19, 20201050958742715 Sunset Ln NE, Renton, Washingtoneduard.volianskyi@pse.comSHEET 1 of 1TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 012238Card Exp. 09/30/2023gregory.harwood@pse.com(425)424-6425SIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840L=W S602WORK PIT28" TRAFFIC CONELEGENDTRAFFIC FLOWSIGN LOCATIONFLAGGERSTOPWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYNotes:1. All signs and spacing to conform to theMUTCD and 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 30" x 30" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.MFP20005881
FOREMAN (CHECK BOX WHEN COMPLETED)
#1 Print Name ___________________________________ Date ______________
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Material VERIFIED and CHANGES noted on Paperwork.
Company ID#'s RECORDED in correct location on As-built.
Deviations noted on the As-built and their reason.
I certify that the work performed meets PSE's standards and procedures
#1 Foreman's Signature _______________________________________________
and that all quality requirements are met.
Field Changes RED-LINED on As-built.
Total PRIMARY Cable noted on As-built.
Correct QC Checklist(s) reviewed.
OVERHEAD APPARATUS
"When performing planned work on a pole with an existing transformer or device, the Service
Provider will change out bolted connectors to pressed connectors". Use unit 1-3A to charge
time.
If you are working on a pole with the pole ground connected with a hot tap, replace it. If the
transformer has split bolts on the secondary neutral or services, replace them. If the primary
neutral is connected with a hot tap, replace it. If the transformer bank has a 2-bolt connector on
the neutral bus, replace it.
#1 #2
#2 Print Name ___________________________________ Date ______________
#2 Foreman's Signature _______________________________________________
PSE GENERAL SPECIFICATIONS
General
- All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards
are available upon request.
- Work sites shall be kept clear of debris and all construction materials, equipment and
packing shall be removed daily.
- Return all unused and removed poles, transformers and hardware to PSE, storeroom. All
copper shall be coiled and returned the day it is removed from the poles. Remove all unused
pins and insulators.
- Return all Street lights, area lights and floodlights.
- All fault indicators will be maintained in their current location on the 1/0 cables upon
completion of the job. If it is noted to remove any of the indicators they shall be returned to
local PSE first response department for re-issue.
Preconstruction
- Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by
permitting agency, in advance of starting work in Right-of-way involving a Permit.
- All system switching shall be approved by System Operations (425-882-4652) a minimum
of 48 hours in advance.
- Notify customers of all outages 48 hours in advance.
Work Drawings & Documents
- Field design changes shall be approved by Project Manager or Engineer.
- Mark all field changes, equipment ID numbers and Underground cable information in red on
Foreman's copy of work sketch.
- Return one Foreman's copy of work sketch to Project Manager at completion of job.
- When permits are required, a copy shall be available on work site at all times.
Safety
- Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements.
- Refer to PSE standards 6275.9050 for personal protective grounding requirements.
- Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements.
- Proper line clearances shall be taken at the beginning, and released at the end, of each
work day, or as otherwise instructed by the System Operator.
Traffic /Pedestrian control notes
- Utilize flagging and other vehicle traffic control as necessary and in conformance with local
traffic regulations.
-The uniform code of traffic control shall be adhered to at all times..
-Provide signs, barricades, and traffic control in conformance with local permit regulations.
-Provide route for pedestrians when working on or near sidewalks.
-Maintain traffic flow as required by permitting agency.
NOTE: Completely rebuild terminations. EXCEPTION: DO NOT REPLACE CUTOUTS
UNLESS THEY ARE THE OLDER "BOX TYPE" OR 50 AMP "TRIP LINK" TYPE CUTOUT.
REPLACE J-BOXES IF REQUIRED. UTILIZE FEED-THRU T.U.T.s AND REMOVE
J-BOXES IF POSSIBLE. REPLACE ALL TRANSFORMER JUMPERS WITH NEW 1/0
JACKETED CABLE.
UNDERGROUND CONSTRUCTION
Additional notes to standards.
-Erosion control must be placed before construction starts. Silt bags must be installed in
downstream catch basins.
Existing Utilities:
Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point
of crossing. Protect underground utilities during excavation. Use hand excavation methods if
necessary to avoid damage to existing utilities. Fabricate and install adequate temporary
structures to support and protect underground utilities while exposed during construction.
Maintain 6" minimum clearance at crossings between existing utilities and new duct
installations. Transition trench or tunnel profile gradually as required at crossings. Maintain
24" minimum separation between new trench or tunnel and parallel existing utilities or as
required by the permit agency.
Excavation
- Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of
36" of cover for primary conductors and 24" of cover for secondary conductors.
- Road crossings and all trenches within the Right-of-way shall be of sufficient depth to
provide a minimum of 36" of cover for all conductors or as required by the permitting Agency.
- No rocks larger than 8" shall be included in backfill.
- Back fill in road crossings and within the Right-of-way shall be compacted to 95% density or
as required by the permitting Agency.
- Restore all excavated areas to original condition.
Vaults & Hand holes
- Refer to PSE standard 6775.0040 "Vault and Hand hole Installation"
- Vaults shall be placed level and 2" above final grade in landscaped areas and flush with
final grade when placed in hard surface areas.
- A minimum 6" bed of 5/8" crushed rock shall be placed under all vaults.
- All conduit entrances shall be grouted.
Conductors & Conduit
- Refer to PSE standard 6800.6000 "PVC Conduit Installation".
- Unless splices are called for, or otherwise noted or approved, conduit risers shall be
plumbed directly to road crossing conduits.
- Install insulating caps on all unused primary bushings.
- Civil crew to install Conduit plug on each end until new cable to be installed.
- All "spare" conduits shall be capped at each end.
Surface Restoration
Restore ground surface to original contour and original condition or better. Restore asphalt
and concrete in accordance with requirements of local permitting agency. Cold patch or plate
trench when necessary. Leave area in its original state or better at the end of construction.
Existing System:
Maintain existing electrical system in service until new system is complete, tested, and ready for service. Disable
existing system only to make cutovers and connections as directed by PSE System Operator.
SCOPE OF WORK
Install approx. 100' of 3Ø UG Pri. line extention.
Install (3) J-Boxes in vault 318527-166698.
Install 3Ø 500KVA Padmount and vault.
Install UG Temp approx. 40'
Project type : Planned
Project location :
There will be an advance notice provided by the contractor
24-hour advance notice of no parking in work areas. Access will be maintained to all residences and their
driveways. When work is occurring directly in front of driveways, the contractor will work with the residence to
manage access.
Traffic Revisions
Flagging crews will maintain one lane; flaggers will assist vehicles alternating through the roadway during work
hours.
For more information on the project
24-hour project information (888) 471-7339, (360) 825-5236
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
No
No
No
Yes
Yes
Yes
"Flagging Required"
"Outages Required"
"Locates Required"
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
EROSION & SEDIMENT CONTROL REQUIREMENTS
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
POTELCO DESIGN AND
Signature _________________________________________
Print Name _________________________________________
This design complies with PSE
Any/all variations have been
Design/Engineering Standards.
QUALITY ASSURANCE
pre-approved/documented by the
appropriate PSE Representative.
Date _________________
JOB SITE
JOB SITE
MAKE NO CHANGES TO THIS JOB WITHOUT PRIOR APPROVAL
Notify Customers and Service Area
48 HRS Prior To Planned Outages
Trench Method:
CABLE REPLACEMENT
Approximate Trench Footage:
Abandon Cable Segments:
Approximate New 3Ø pri. Cable Footage:
Approximate 4" SCH80 Conduit Footage:
Install New Cable Segments:
Vaults:
Approximate Trench PVT/ROW:
TRENCH
35
0'/35'
0
6
100'
20'
1
ORDER#NOTIF#PROJECT PHASE
MAINTENENCE
O & M
SUPERIOR
TEMP SERVICE
METER
EXPENSE
VICINITY MAP
OVERHEAD CIRCUIT: MAP # .
SCALE 6" = 1 MILE
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
T. NGUYEN 253-437-6703 10/27/20
C. TOBIN 253-548-4516 10/27/20
N/A N/A N/A
C. CHAVEZ 253-234-6307 10/27/20
N/A CITY OF RENTON
SUNSET TERRACE TEMP
(1) INSTALL NEW XFMR & J-BOX (CSP)
2715 SUNSET LN NE #TEMP, RENTON, WA 98056
N/A N/A
N/A 105095874
AS NOTED 1 OF 2
KING N/A N/A CSPSKEPM
T23N, R05E, 9-NW 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
Potelco, Inc.DESIGNED BY 1050958742801 NE 10TH ST, RENTON, WA 98056
INDEX
PAGE 1 - GENERAL NOTES
PAGE 2 - SITE PLAN, CABLE & CONDUIT DIAGRAM
Overflow
Filter fabric walls for
Catch Basin Grate
dewatering sedimentCollected Sediment
Catch Basin Insert
MID 9995728
Filter fabric skirt
Secured with grate.
EROSION CONTROL
NOT TO SCALE
2305E040
LEGEND
SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV
THREE PHASE WIRE/CABLE - 12.5 KV
CABLE TERMINATION BUS (J-BOX)
NEW OVERHEAD TO UNDERGROUND CABLE
OVERHEAD TO UNDERGROUND CABLE TERM.
10T, 15T, 25T, 40T, 100T - INDICATES FUSE SIZE
TOTAL UNDERGROUND XFMR (T.U.T.)
NEW COMBINATION J-BOX/PADMOUNT XFMR
UNDERGROUND COMBINATION J-BOX/XFMR
N.T.S. = NOT TO SCALE
X.F.M.R. = TRANSFORMER
P.E. = POLYETHYLENE
ABBREVIATIONS
PRIMARY METERING
CABLE SPLICE
FAULT INDICATOR
WILL NOT PHASE (WNØ)
NORMAL OPEN (N.O.)
FUSED DISCONNECT:
SOLID BLADE DISCONNECT
HANDHOLE
PULL VAULT
UNDERGROUND SWITCH
UNDERGROUND J-BOX
NEW PADMOUNT XFMR
NEW UNDERGROUND XFMR
PAD MOUNT XFMR
ELECTRONIC MARKER
COMBINATION J-BOX/PADMOUNT XFMR
NEW UNDERGROUND COMBINATION J-BOX/XFMR
TERMINATION
CABLE TO REPLACE
PROPERTY LINE
RIGHT OF WAY
CENTERLINE
EASEMENT
CL
Conduit
Excavated Dirt Pile
ROADSIDE
Final Grade
24" Min
(ROW) 36" MIN Cover
(PVT PROP)
36" MIN
48"
Max
Backfill
(No rocks over 8" diameter)
3" Bedding Clean Native Soil, Sand or 5/8" Minus
12" Typical
TRENCH DETAIL
NOT TO SCALE
12" Min Shading Clean Native Soil, Sand or 5/8" Minus
- A 3" layer of sand, 5/8" minus or clean shading is allowed when excavated native material contains rocks no larger than 8" in diameter.
Trench and backfill requirements for primary electric line extension trenches
- A 12" layer of sand, 5/8" minus or clean shading is required when excavated native material contains rocks up to 8" in diameter.
FOREMAN TO CONTACT REGIONAL CONSTRUCTION MANAGER FOR COVER DEVIATIONS FROM THIS DETAIL
PHOTOS AND DETAILED NOTES SHALL BE PROVIDED BY FOREMAN
12"
MIN
48" MAX
36" MIN
EXISTING
PAVEMENT / SIDEWALK
VERTICAL SAW
CUT LINE
CRUSHED SURFACING
MATERIAL COMPACT
TO 95% MAX DENSITY.
EXCAVATION AND HARD RESTORATION DETAIL
NOT TO SCALE
12" MIN
3" Sand Bedding or 5/8" Minus
12" Min Sand Shading or 5/8" Minus
12" MIN
ASPHALT PATCH, 2" MIN
MATCH EXISTING
Conduit
(ROW) 36" MIN
(PVT PROP)
36" MIN
For contacts below dial 1-888-CALL PSE (225-5773)
OWNER/DEVELOPER
OAK HILLS CONSTRUCTION
901 ALGONA BLVD N
ALGONA, WA 98001
RYAN COVINGTON
417-283-1076
UNDERGROUND CIRCUIT: MAP # .
SCALE 1" = 100'
2305E040
JOB SITE
503383771 105095874
587032377
3001059186
510093412
510349424
FLOW DIRECTION
LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,
SECURE WITH PEA GRAVEL BAGS (MID 9995692).
6'
3'
8"
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
FILTER FENCE DETAIL
Not to Scale 0150.3200
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
OIL-FILLED EQUIPMENT
TRANSFORMER
APPROVED
AREA
COMBUSTIBLE BUILDING WALLS & ROOF10'
10'
10'
GUARD POST INSTALLATION
GUARD POST LOCATIONS
10' MIN. REQUIRED
ROAD OR PARKING AREA
GUARD
POSTS
5'
MIN
MIN
WORK SPACE
5'
MAX
5'
MAX
6"
CONCRETE
5'
MAX
5'
MIN
5'
MIN
PAINTED
YELLOW
MIN
2'-6"
6"
3'-6"
6'-0"
CURB OR EDGE
OF PAVEMENT
CURB OR EDGE
OF PAVEMENT
The following styles of guard posts are approved for Puget Sound Energy transformers:
- 6 ft x 4 in. diameter Schedule 40 or better galvanized steel pipe filled with concrete.
The concrete shall have a minimum compressive strength of 3000 psi after 28 days.
The exposed portion of the post shall be painted traffic yellow.
- 6 ft x 9 in. diameter precast steel-reinforced concrete post.
Available from Utility Vault Company, Auburn, WA; or Hanson Inc., Tacoma, WA.
The exposed portion of the post shall be painted traffic yellow.
PAD &
FRONT
GUARD
XFMR
3' MIN
TYPICAL
MIN
18"18"
MIN
MIN
3'
LENGTH
GUARD POST INSTALLATION
Not to scale 0700.1600-02
PRE-CONSTRUCTION MEETING REQUIRED. PLEASE CALL
IN FOR LOCATES BEFORE SCHEDULING THE PRE-CON.
2801
SUNSE
T L
N
N
E
2680
NE SUNSET BLVD (SR-900)N
E
1
0
T
H
S
T
2725
2705
NEW 7' X 7' X 4'
500KVA XFMR
HARRINGTON
AVE
NE
CUSTOMER TO
PROVIDE TRENCH
50KVA 120/240v
PRE
11
PRE
11
ROW
100'
ROW
50'
ROW
63'
2715
2715
EHC880 - AØ
EHC881 - BØ
EHC882 - CØ
EXISTING TO
REMAIN
EHC850 - AØ
EHC851 - BØ
EHC852 - CØ
EXISTING TO
REMAIN
NEW 7' X 7' X 4'
500KVA XFMR
+ 45'
EXISTING SCH80 CONDUIT
+ 20'
EXISTING 5' x 7' x5' J-BOX
EXISTING 5' x 7' x5' VAULT,
PSE WILL INSTALL 3-4 POS J-BUS
CUSTOMER TO TRENCH FROM
J02 TO V01 + 20'.
CUSTOMER TO INSTALL PSE
PROVIDED 1-4" SCH80 CONDUIT
FROM J02 TO V01 + 20'.
CUSTOMER WILL PROVIDE 11' X 11' WORK
PIT & INSTALL PSE PROVIDED VAULT
CUSTOMER TO PROVIDE
4' X 4' WORK PIT
221.2 lbs 221.2 lbs
311.5 lbs 313.9 lbs
NEW
EHH765 - AØ
EHH766 - BØ
EHH767 - CØ
NEW
EHH768 - AØ
EHH769 - BØ
EHH770 - CØ
EHC880 - AØ
EHC881 - BØ
EHC882 - CØ
EXISTING TO
REMAIN
EHC850 - AØ
EHC851 - BØ
EHC852 - CØ
EXISTING TO
REMAIN
NEW 7' X 7' X 4'
500KVA XFMR
PSE TO INSTALL 3 RUN OF 1/0 AL
SOL JCKT UG PRI CABLE FROM
J01 TO J02 + 65 (L=________' )
PSE TO INSTALL 3 RUN OF 1/0 AL
SOL JCKT UG PRI CABLE FROM
J02 TO V01 + 35 (L=________' )
+ 65'
+ 35'
SITE PLAN
SCALE: 1:50
CREW TO PROVIDE ALL PROPERTY OWNER'S THAT ARE
IMPACTED BY PROJECT PRIOR NOTICE AND MAKE AN EFFORT
TO WORK WITH PROPERTY OWNER'S TO MAINTAIN THEIR
ACCESS TO THEIR PROPERTY, AS WELL AS, REDUCE THE
IMPACT OF OUR WORK ON THEIR USE OF THEIR PROPERTY.
CIRCUIT FEET REMOVED: 0'
CIRCUIT FEET ADDED: 70'
WIRE CREW FOREMAN NOTE:
ALL FAULT INDICATORS WILL BE MAINTAINED IN THEIR CURRENT
LOCATION ON 1/0 CABLES AFTER NEW CABLE IS INSTALLED
UNLESS OTHERWISE SPECIFIED. PLEASE RED-MARK ALL FAULT
INDICATORS ON "CABLE DIAGRAM" FOR MAPPING.
CIVIL CREW FOREMAN NOTE:
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. FURNISH
PUGET SOUND ENERGY A COMPLETE SET OF AS-BUILT PRINTS
(FOREMAN'S COPIES) AT THE END OF THE JOB.
EXISTING UNDERGROUND MAP: # .
SCALE: 1:100
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
T. NGUYEN 253-437-6703 10/27/20
C. TOBIN 253-548-4516 10/27/20
N/A N/A N/A
C. CHAVEZ 253-234-6307 10/27/20
N/A CITY OF RENTON
SUNSET TERRACE TEMP
(1) INSTALL NEW XFMR & J-BOX (CSP)
2715 SUNSET LN NE #TEMP, RENTON, WA 98056
N/A N/A
N/A 105095874
AS NOTED 2 OF 2
KING N/A N/A CSPSKEPM
T23N, R05E, 9-NW 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
2305E034
105095874FOREMAN NOTE:
CALL (800) 424-5555 UTILITY NOTIFICATION CENTER 24/7
BEFORE BEGINNING ANY EXCAVATION PREVENTS DAMAGE
TO UNDERGROUND FACILITIES, SERVICE INTERRUPTIONS &
BODILY INJURY.
Potelco, Inc.DESIGNED BY
VAULT & EQUIPMENT TABLE
SITE GRID
NUMBER VAULT SIZE & COVER TYPE & SIZE
EQUIPMENT IN VAULT
PRIMARY
BUSHINGS TRANSFORMER
ID NUMBERS
(COMPANY ID)
REMARKS
LB DC
J01 318512
166685
EXISTING
JUNCTION BOX
J-BOX BELOW GRADE
W/ 3-4 POS. J-BUS
EXISTING
3 - REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
J02 318527
166698
EXISTING
JUNCTION BOX 6 6 INSTALL NEW 3-4 POS. J-BUS
V01 318511
130703
HH 7' X 7' X 4'
W/60" X 24" ACCES
W/8' SQ COVER
MAT ID: 7917901
NEW 500kVA PM XFMR
277/480v 3 -
INSTALL NEW 7' X 7' X 4' 3-PH PM
500KVA XFMR. INSTALL NEW ELBOWS &
CONDUCTORS. WIRE CREW TO INSTALL
GRID NUMBERS
TOTALS :12 6
CIVIL CREW NOTE: ALL 4" - 90° BENDS MIN 60" RADIUS SCH-80 PVC
ALL 4" - 45° BENDS SCH-80 PVC
- ALL CONDUITS SHALL BE CAPPED AT EACH END UNTIL
CABLE IS INTALLED
PRIMARY CABLE & CONDUIT TABLE (FOREMAN TO COMPLETE)
LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE
(gal.)REMARKS
FROM TO SIZE
(in)QTY DESIGN
LENGTH (ft)
ACTUAL
LENGTH
(ft)
TYPE BENDS PULL
(lbs)
PULL
REV
(lbs)
SIZE
DESIGN
LENGTH
(ft)
ACTUAL
LENGTH
(ft)
CABLE NUMBERS MANUFACTURING INFORMATION For Feeder Cable Only
Check applicable box
DB120 HDPE SCH 80 90 45 22 11 A B C MANUFACTURER COMPOUND YEAR TAPE CN #4/0 NEU DESIGN AS
BUILT
J01 J02 4 -45
(EXISTING)X 221.2 221.2 1/0 AL JKT 65 EHH765 EHH766 EHH767 #
J02 V01 4 -20 X X 313.9 311.5 1/0 AL JKT 35 EHH768 EHH769 EHH770 0.1
TOTAL 4"20'TOTAL 3Ø 100'TOTAL LUBE 0.1
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
Svc Size:
Svc Length:20'
#250 AL
3.6%
0.5%
450 AMPS
59 KW
N/A
400 AMPS
>3,500'
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#:
V01
318511-130703
500 KVA
6259250
SITE SPECIFIC NOTES
J01 (EXISTING) 318512-166685
-INST (3) L/B ELBOW (ELB10J)
J02 (EXISTING) 318527-166698
-INST (3) J-BOX 200A 15KV 4-BSH
-INST (6) L/B ELBOW (ELB10J)
-INST (6) DUST CAPS (7630600)
V01 (NEW) 318511-130703
-INST HH AND GNDS 7' X 7' X 4' (6045.5000 PM3P15M) (3-19B)
-INST COVER HH 8' SQ W/60" X 24" ACCESS (MID:9996109)
-INST 500KVA, 277/480V PM XFMR (MID: 6259250)
-INST (4) #2 TO 500KCMIL CONNECTOR LUGS (MID: 7651002)
-INST (9) MOUNTING BOLT KITS (MID: 7651008)
-CONNECT 2-RUNS CUSTOMER OWNED #250 AL
-INSTALL GRID # 318511-130703
SPAN SPECIFIC NOTES
J01 - J02
-INST (3) 1/0 AL SOL JCKT PRI CABLE, + 65' (L=______' ) IN EXISTING (2-55)
PSE INSTALLED 4" SCH80 CONDUIT
-INST CABLE TAGS AS SHOWN IN ONE LINE
J02 - V01
-INST (3) 1/0 AL SOL JCKT PRI CABLE + 35' (L+______' ) IN (2-55)
CUSTOMER PROVIDED TRENCH AND 4" SCH80 CONDUIT (2-36)
W/ 3/8" POLLY PULL ROPE
-INST CABLE TAGS AS SHOWN IN ONE LINE
V01 - M01
-CONNECT AND TAG CUSTOMER OWNED WIRE
SECONDARY CABLE & CONDUIT TABLE
LOCATION CABLE Assumed
Lot Corner
CONDUIT VOLTAGE
DROP
VOLTAGE
FLICKER ASBUILT INFORMATION
SIZE LENGTH
Design
(ft)
SIZE LENGTH
Design
(ft)
BENDS
Foreman - Complete
FROM TO (1/0,4/0,350)to Meter(ft)(in)90°45°22°11°(Percent)(Percent)Actual Amount Installed (Conduit & Cable)
V01 M01 250 30 20 3 20 0.5%3.6%
CONDUIT DIAGRAM
NOT TO SCALE
PRIMARY CABLE DIAGRAM
NOT TO SCALE
3Ø PM TRANSFORMERS (480Y/277V)
277V WINDINGS 480V WINDINGS
LOCATION SIZE R/X MIN %Z FAULT
CURRENT
MIN %Z FAULT
CURRENT
V01 500KVA 0.2 --2.30 24,918 A
6054.5000Not to scale
VAULT & EXCAVATION DETAIL
COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
CURB OR EDGE OF PAVEMENT
CURB OR EDGE OF PAVEMENT
5' MIN
ROAD OR
PARKING AREA
TYP. PAD
& TRANS-
FORMER
3'
MIN
3' MIN
3' MIN
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
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 12kV CABLE ROUTING
11'-0"
TOP VIEW
11'-0"
No Secondary
2"
Excavation - 29.1 cubic yards
SIDE VIEW
6'-6"6"
Crushed
Rock
8'-0"
7'-0"
8'-0"8"
7'-0"
6'-2"
5'-6"
PRE-CONSTRUCTION MEETING REQUIRED. PLEASE CALL
IN FOR LOCATES BEFORE SCHEDULING THE PRE-CON.
FOREMAN (CHECK BOX WHEN COMPLETED)
#1 Print Name ___________________________________ Date ______________
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Material VERIFIED and CHANGES noted on Paperwork.
Company ID#'s RECORDED in correct location on As-built.
Deviations noted on the As-built and their reason.
I certify that the work performed meets PSE's standards and procedures
#1 Foreman's Signature _______________________________________________
and that all quality requirements are met.
Field Changes RED-LINED on As-built.
Total PRIMARY Cable noted on As-built.
Correct QC Checklist(s) reviewed.
OVERHEAD APPARATUS
"When performing planned work on a pole with an existing transformer or device, the Service
Provider will change out bolted connectors to pressed connectors". Use unit 1-3A to charge
time.
If you are working on a pole with the pole ground connected with a hot tap, replace it. If the
transformer has split bolts on the secondary neutral or services, replace them. If the primary
neutral is connected with a hot tap, replace it. If the transformer bank has a 2-bolt connector on
the neutral bus, replace it.
#1 #2
#2 Print Name ___________________________________ Date ______________
#2 Foreman's Signature _______________________________________________
PSE GENERAL SPECIFICATIONS
General
- All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards
are available upon request.
- Work sites shall be kept clear of debris and all construction materials, equipment and
packing shall be removed daily.
- Return all unused and removed poles, transformers and hardware to PSE, storeroom. All
copper shall be coiled and returned the day it is removed from the poles. Remove all unused
pins and insulators.
- Return all Street lights, area lights and floodlights.
- All fault indicators will be maintained in their current location on the 1/0 cables upon
completion of the job. If it is noted to remove any of the indicators they shall be returned to
local PSE first response department for re-issue.
Preconstruction
- Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by
permitting agency, in advance of starting work in Right-of-way involving a Permit.
- All system switching shall be approved by System Operations (425-882-4652) a minimum
of 48 hours in advance.
- Notify customers of all outages 48 hours in advance.
Work Drawings & Documents
- Field design changes shall be approved by Project Manager or Engineer.
- Mark all field changes, equipment ID numbers and Underground cable information in red on
Foreman's copy of work sketch.
- Return one Foreman's copy of work sketch to Project Manager at completion of job.
- When permits are required, a copy shall be available on work site at all times.
Safety
- Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements.
- Refer to PSE standards 6275.9050 for personal protective grounding requirements.
- Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements.
- Proper line clearances shall be taken at the beginning, and released at the end, of each
work day, or as otherwise instructed by the System Operator.
Traffic /Pedestrian control notes
- Utilize flagging and other vehicle traffic control as necessary and in conformance with local
traffic regulations.
-The uniform code of traffic control shall be adhered to at all times..
-Provide signs, barricades, and traffic control in conformance with local permit regulations.
-Provide route for pedestrians when working on or near sidewalks.
-Maintain traffic flow as required by permitting agency.
NOTE: Completely rebuild terminations. EXCEPTION: DO NOT REPLACE CUTOUTS
UNLESS THEY ARE THE OLDER "BOX TYPE" OR 50 AMP "TRIP LINK" TYPE CUTOUT.
REPLACE J-BOXES IF REQUIRED. UTILIZE FEED-THRU T.U.T.s AND REMOVE
J-BOXES IF POSSIBLE. REPLACE ALL TRANSFORMER JUMPERS WITH NEW 1/0
JACKETED CABLE.
UNDERGROUND CONSTRUCTION
Additional notes to standards.
-Erosion control must be placed before construction starts. Silt bags must be installed in
downstream catch basins.
Existing Utilities:
Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point
of crossing. Protect underground utilities during excavation. Use hand excavation methods if
necessary to avoid damage to existing utilities. Fabricate and install adequate temporary
structures to support and protect underground utilities while exposed during construction.
Maintain 6" minimum clearance at crossings between existing utilities and new duct
installations. Transition trench or tunnel profile gradually as required at crossings. Maintain
24" minimum separation between new trench or tunnel and parallel existing utilities or as
required by the permit agency.
Excavation
- Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of
36" of cover for primary conductors and 24" of cover for secondary conductors.
- Road crossings and all trenches within the Right-of-way shall be of sufficient depth to
provide a minimum of 36" of cover for all conductors or as required by the permitting Agency.
- No rocks larger than 8" shall be included in backfill.
- Back fill in road crossings and within the Right-of-way shall be compacted to 95% density or
as required by the permitting Agency.
- Restore all excavated areas to original condition.
Vaults & Hand holes
- Refer to PSE standard 6775.0040 "Vault and Hand hole Installation"
- Vaults shall be placed level and 2" above final grade in landscaped areas and flush with
final grade when placed in hard surface areas.
- A minimum 6" bed of 5/8" crushed rock shall be placed under all vaults.
- All conduit entrances shall be grouted.
Conductors & Conduit
- Refer to PSE standard 6800.6000 "PVC Conduit Installation".
- Unless splices are called for, or otherwise noted or approved, conduit risers shall be
plumbed directly to road crossing conduits.
- Install insulating caps on all unused primary bushings.
- Civil crew to install Conduit plug on each end until new cable to be installed.
- All "spare" conduits shall be capped at each end.
Surface Restoration
Restore ground surface to original contour and original condition or better. Restore asphalt
and concrete in accordance with requirements of local permitting agency. Cold patch or plate
trench when necessary. Leave area in its original state or better at the end of construction.
Existing System:
Maintain existing electrical system in service until new system is complete, tested, and ready for service. Disable
existing system only to make cutovers and connections as directed by PSE System Operator.
SCOPE OF WORK
Install approx. 100' of 3Ø UG Pri. line extention.
Install (3) J-Boxes in vault 318527-166698.
Install 3Ø 500KVA Padmount and vault.
Install UG Temp approx. 40'
Project type : Planned
Project location :
There will be an advance notice provided by the contractor
24-hour advance notice of no parking in work areas. Access will be maintained to all residences and their
driveways. When work is occurring directly in front of driveways, the contractor will work with the residence to
manage access.
Traffic Revisions
Flagging crews will maintain one lane; flaggers will assist vehicles alternating through the roadway during work
hours.
For more information on the project
24-hour project information (888) 471-7339, (360) 825-5236
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
No
No
No
Yes
Yes
Yes
"Flagging Required"
"Outages Required"
"Locates Required"
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
EROSION & SEDIMENT CONTROL REQUIREMENTS
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.
POTELCO DESIGN AND
Signature _________________________________________
Print Name _________________________________________
This design complies with PSE
Any/all variations have been
Design/Engineering Standards.
QUALITY ASSURANCE
pre-approved/documented by the
appropriate PSE Representative.
Date _________________
JOB SITE
JOB SITE
MAKE NO CHANGES TO THIS JOB WITHOUT PRIOR APPROVAL
Notify Customers and Service Area
48 HRS Prior To Planned Outages
Trench Method:
CABLE REPLACEMENT
Approximate Trench Footage:
Abandon Cable Segments:
Approximate New 3Ø pri. Cable Footage:
Approximate 4" SCH80 Conduit Footage:
Install New Cable Segments:
Vaults:
Approximate Trench PVT/ROW:
TRENCH
35
0'/35'
0
6
100'
20'
1
ORDER#NOTIF#PROJECT PHASE
MAINTENENCE
O & M
SUPERIOR
TEMP SERVICE
METER
EXPENSE
VICINITY MAP
OVERHEAD CIRCUIT: MAP # .
SCALE 6" = 1 MILE
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
T. NGUYEN 253-437-6703 10/27/20
C. TOBIN 253-548-4516 10/27/20
N/A N/A N/A
C. CHAVEZ 253-234-6307 10/27/20
REQ-CITY OF RENTON
SUNSET TERRACE TEMP
(1) INSTALL NEW XFMR & J-BOX (CSP)
2715 NE 10TH ST #TEMP, RENTON, WA 98056
N/A N/A
N/A 105095874
AS NOTED 1 OF 2
KING N/A N/A QCNOKE
T23N, R05E, 9-NW 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
Potelco, Inc.DESIGNED BY 1050958742801 NE 10TH ST, RENTON, WA 98056
INDEX
PAGE 1 - GENERAL NOTES
PAGE 2 - SITE PLAN, CABLE & CONDUIT DIAGRAM
PAGE 3 - 774 VAULT, 500KVA PM XFMR & 3Ø J-BOX DETAILS
Overflow
Filter fabric walls for
Catch Basin Grate
dewatering sedimentCollected Sediment
Catch Basin Insert
MID 9995728
Filter fabric skirt
Secured with grate.
EROSION CONTROL
NOT TO SCALE
2305E040
LEGEND
SINGLE PHASE, ONE WIRE/CABLE - 7.2 KV
THREE PHASE WIRE/CABLE - 12.5 KV
CABLE TERMINATION BUS (J-BOX)
NEW OVERHEAD TO UNDERGROUND CABLE
OVERHEAD TO UNDERGROUND CABLE TERM.
10T, 15T, 25T, 40T, 100T - INDICATES FUSE SIZE
TOTAL UNDERGROUND XFMR (T.U.T.)
NEW COMBINATION J-BOX/PADMOUNT XFMR
UNDERGROUND COMBINATION J-BOX/XFMR
N.T.S. = NOT TO SCALE
X.F.M.R. = TRANSFORMER
P.E. = POLYETHYLENE
ABBREVIATIONS
PRIMARY METERING
CABLE SPLICE
FAULT INDICATOR
WILL NOT PHASE (WNØ)
NORMAL OPEN (N.O.)
FUSED DISCONNECT:
SOLID BLADE DISCONNECT
HANDHOLE
PULL VAULT
UNDERGROUND SWITCH
UNDERGROUND J-BOX
NEW PADMOUNT XFMR
NEW UNDERGROUND XFMR
PAD MOUNT XFMR
ELECTRONIC MARKER
COMBINATION J-BOX/PADMOUNT XFMR
NEW UNDERGROUND COMBINATION J-BOX/XFMR
TERMINATION
CABLE TO REPLACE
PROPERTY LINE
RIGHT OF WAY
CENTERLINE
EASEMENT
CL
Conduit
Excavated Dirt Pile
ROADSIDE
Final Grade
24" Min
(ROW) 36" MIN Cover
(PVT PROP)
36" MIN
48"
Max
Backfill
(No rocks over 8" diameter)
3" Bedding Clean Native Soil, Sand or 5/8" Minus
12" Typical
TRENCH DETAIL
NOT TO SCALE
12" Min Shading Clean Native Soil, Sand or 5/8" Minus
- A 3" layer of sand, 5/8" minus or clean shading is allowed when excavated native material contains rocks no larger than 8" in diameter.
Trench and backfill requirements for primary electric line extension trenches
- A 12" layer of sand, 5/8" minus or clean shading is required when excavated native material contains rocks up to 8" in diameter.
FOREMAN TO CONTACT REGIONAL CONSTRUCTION MANAGER FOR COVER DEVIATIONS FROM THIS DETAIL
PHOTOS AND DETAILED NOTES SHALL BE PROVIDED BY FOREMAN
12"
MIN
48" MAX
36" MIN
EXISTING
PAVEMENT / SIDEWALK
VERTICAL SAW
CUT LINE
CRUSHED SURFACING
MATERIAL COMPACT
TO 95% MAX DENSITY.
EXCAVATION AND HARD RESTORATION DETAIL
NOT TO SCALE
12" MIN
3" Sand Bedding or 5/8" Minus
12" Min Sand Shading or 5/8" Minus
12" MIN
ASPHALT PATCH, 2" MIN
MATCH EXISTING
Conduit
(ROW) 36" MIN
(PVT PROP)
36" MIN
For contacts below dial 1-888-CALL PSE (225-5773)
OWNER/DEVELOPER
OAK HILLS CONSTRUCTION
901 ALGONA BLVD N
ALGONA, WA 98001
RYAN COVINGTON
417-283-1076
UNDERGROUND CIRCUIT: MAP # .
SCALE 1" = 100'
2305E040
JOB SITE
503383771 105095874
587032377
3001059186
510093412
510349424
2801
SUNSE
T L
N
N
E
2680
NE SUNSET BLVD (SR-900)N
E
1
0
T
H
S
T
2725
2705
NEW 7' X 7' X 4'
500KVA XFMR
HARRINGTON
AVE
NE
CUSTOMER TO
PROVIDE TRENCH
EHC880 - AØ
EHC881 - BØ
EHC882 - CØ
EXISTING TO
REMAIN
EHC850 - AØ
EHC851 - BØ
EHC852 - CØ
EXISTING TO
REMAIN
NEW 7' X 7' X 4'
500KVA XFMR
+ 45'
EXISTING SCH80 CONDUIT
+ 20'
EXISTING 5' x 7' x5' J-BOX
EXISTING 5' x 7' x5' VAULT,
PSE WILL INSTALL 3-4 POS J-BUS
CUSTOMER TO TRENCH FROM
J02 TO V01 + 20'.
CUSTOMER TO INSTALL PSE
PROVIDED 1-4" SCH80 CONDUIT
FROM J02 TO V01 + 20'.
CUSTOMER WILL PROVIDE 11' X 11' WORK
PIT & INSTALL PSE PROVIDED VAULT
CUSTOMER TO PROVIDE
4' X 4' WORK PIT
221.2 lbs 221.2 lbs
311.5 lbs 313.9 lbs
EHH765 - AØ
EHH766 - BØ
EHH767 - CØ
EHH768 - AØ
EHH769 - BØ
EHH770 - CØ
EHC880 - AØ
EHC881 - BØ
EHC882 - CØ
EXISTING TO
REMAIN
EHC850 - AØ
EHC851 - BØ
EHC852 - CØ
EXISTING TO
REMAIN
NEW 7' X 7' X 4'
500KVA XFMR
PSE TO INSTALL 3 RUN OF 1/0 AL
SOL JCKT UG PRI CABLE FROM
J01 TO J02 + 65 (L=________' )
PSE TO INSTALL 3 RUN OF 1/0 AL
SOL JCKT UG PRI CABLE FROM
J02 TO V01 + 35 (L=________' )
+ 65'
+ 35'
SITE PLAN
SCALE: 1:50
CREW TO PROVIDE ALL PROPERTY OWNER'S THAT ARE
IMPACTED BY PROJECT PRIOR NOTICE AND MAKE AN EFFORT
TO WORK WITH PROPERTY OWNER'S TO MAINTAIN THEIR
ACCESS TO THEIR PROPERTY, AS WELL AS, REDUCE THE
IMPACT OF OUR WORK ON THEIR USE OF THEIR PROPERTY.
CIRCUIT FEET REMOVED: 0'
CIRCUIT FEET ADDED: 70'
WIRE CREW FOREMAN NOTE:
ALL FAULT INDICATORS WILL BE MAINTAINED IN THEIR CURRENT
LOCATION ON 1/0 CABLES AFTER NEW CABLE IS INSTALLED
UNLESS OTHERWISE SPECIFIED. PLEASE RED-MARK ALL FAULT
INDICATORS ON "CABLE DIAGRAM" FOR MAPPING.
CIVIL CREW FOREMAN NOTE:
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. FURNISH
PUGET SOUND ENERGY A COMPLETE SET OF AS-BUILT PRINTS
(FOREMAN'S COPIES) AT THE END OF THE JOB.
EXISTING UNDERGROUND MAP: # .
SCALE: 1:100
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
T. NGUYEN 253-437-6703 10/27/20
C. TOBIN 253-548-4516 10/27/20
N/A N/A N/A
C. CHAVEZ 253-234-6307 10/27/20
REQ-CITY OF RENTON
SUNSET TERRACE TEMP
(1) INSTALL NEW XFMR & J-BOX (CSP)
2715 NE 10TH ST #TEMP, RENTON, WA 98056
N/A N/A
N/A 105095874
AS NOTED 2 OF 2
KING N/A N/A QCNOKE
T23N, R05E, 9-NW 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
2305E034
105095874FOREMAN NOTE:
CALL (800) 424-5555 UTILITY NOTIFICATION CENTER 24/7
BEFORE BEGINNING ANY EXCAVATION PREVENTS DAMAGE
TO UNDERGROUND FACILITIES, SERVICE INTERRUPTIONS &
BODILY INJURY.
Potelco, Inc.DESIGNED BY
VAULT & EQUIPMENT TABLE
SITE GRID
NUMBER VAULT SIZE & COVER TYPE & SIZE
EQUIPMENT IN VAULT
PRIMARY
BUSHINGS TRANSFORMER
ID NUMBERS
(COMPANY ID)
REMARKS
LB DC
J01 318512
166685
EXISTING
JUNCTION BOX
J-BOX BELOW GRADE
W/ 3-4 POS. J-BUS
EXISTING
3 - REPLACE ELBOWS & CONDUCTORS
WIRE CREW TO INSTALL GRID NUMBERS
J02 318527
166698
EXISTING
JUNCTION BOX 6 6 INSTALL NEW 3-4 POS. J-BUS
V01 318511
130703
HH 7' X 7' X 4'
W/60" X 24" ACCES
W/8' SQ COVER
MAT ID: 7917901
NEW 500kVA PM XFMR
277/480v EXISTING 3 -
INSTALL NEW 7' X 7' X 4' 3-PH PM
500KVA XFMR. INSTALL NEW ELBOWS &
CONDUCTORS. WIRE CREW TO INSTALL
GRID NUMBERS
TOTALS :12 6
CIVIL CREW NOTE: ALL 4" - 90° BENDS MIN 60" RADIUS SCH-80 PVC
ALL 4" - 45° BENDS SCH-80 PVC
- ALL CONDUITS SHALL BE CAPPED AT EACH END UNTIL
CABLE IS INTALLED
PRIMARY CABLE & CONDUIT TABLE (FOREMAN TO COMPLETE)
LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE
(gal.)REMARKS
FROM TO SIZE
(in)QTY
DESIGN
LENGTH
(ft)
ACTUAL
LENGTH
(ft)
TYPE BENDS PULL
(lbs)
PULL
REV
(lbs)
SIZE
DESIGN
LENGTH
(ft)
ACTUAL
LENGTH
(ft)
CABLE NUMBERS MANUFACTURING INFORMATION For Feeder Cable Only
Check applicable box
DB120 HDPE SCH 80 90 45 22 11 A B C MANUFACTURER COMPOUND YEAR TAPE CN #4/0 NEU DESIGN AS
BUILT
J01 J02 --0 221.2 221.2 1/0 AL JKT 65 EHH765 EHH766 EHH767 0
J02 V01 --0 313.9 311.5 1/0 AL JKT 35 EHH768 EHH769 EHH770 0
TOTAL 4"0'TOTAL 3Ø 100'TOTAL LUBE 0
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
Svc Size:
Svc Length:20'
#250 AL
3.6%
0.5%
450 AMPS
59 KW
N/A
400 AMPS
>3,500'
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#:
V01
318511-130703
500 KVA
6259250
SITE SPECIFIC NOTES
J01 (EXISTING) 318512-166685
-INST (3) L/B ELBOW (ELB10J)
J02 (EXISTING) 318527-166698
-INST (3) J-BOX 200A 15KV 4-BSH
-INST (6) L/B ELBOW (ELB10J)
-INST (6) DUST CAPS (7630600)
V01 (NEW) 318511-130703
-INST HH AND GNDS 7' X 7' X 4' (6045.5000 PM3P15M) (3-19B)
-INST COVER HH 8' SQ W/60" X 24" ACCESS (MID:9996109)
-INST 500KVA, 277/480V PM XFMR (MID: 6259250)
-INST (3) #2 TO 500KCMIL CONNECTOR LUGS (MID: 7651002)
-INST (6) MOUNTING BOLT KITS (MID: 7651008)
-CONNECT 2-RUNS CUSTOMER OWNED #250 AL
SPAN SPECIFIC NOTES
J01 - J02
-INST (3) 1/0 AL SOL JCKT PRI CABLE, + 65' (L=______' ) IN EXISTING (2-55)
PSE INSTALLED 4" SCH80 CONDUIT
-INST CABLE TAGS AS SHOWN IN ONE LINE
J02 - V01
-INST (3) 1/0 AL SOL JCKT PRI CABLE + 35' (L+______' ) IN (2-55)
CUSTOMER PROVIDED TRENCH AND 4" SCH80 CONDUIT
W/ 3/8" POLLY PULL ROPE
-INST CABLE TAGS AS SHOWN IN ONE LINE
V01 - M01
-CONNECT AND TAG CUSTOMER OWNED WIRE
SECONDARY CABLE & CONDUIT TABLE
LOCATION CABLE Assumed
Lot Corner
CONDUIT VOLTAGE
DROP
VOLTAGE
FLICKER ASBUILT INFORMATION
SIZE LENGTH
Design
(ft)
SIZE LENGTH
Design
(ft)
BENDS
Foreman - Complete
FROM TO (1/0,4/0,350)to Meter(ft)(in)90°45°22°11°(Percent)(Percent)Actual Amount Installed (Conduit & Cable)
V01 M01 250 30 20 3 20 0.5%3.6%
CONDUIT DIAGRAM
NOT TO SCALE
PRIMARY CABLE DIAGRAM
NOT TO SCALE
3Ø PM TRANSFORMERS (480Y/277V)
277V WINDINGS 480V WINDINGS
LOCATION SIZE R/X MIN %Z FAULT
CURRENT
MIN %Z FAULT
CURRENT
V01 500KVA 0.2 --2.30 24,918 A
2"
Excavation - 20 cubic yards
8'-0"
or 10'-0"
7'-0"
8'-0"8"
4'-2"
SIDE VIEW
4'-6"Crushed
6"
Rock
11'
11'
TOP VIEW
3'-6"
7'-0"
6054.5000Not to scale
VAULT & EXCAVATION DETAIL
COOLING
5' MIN
5' MIN
10' MIN
5'
MIN
FINS
ACCESS
CONCRETE PAD
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
CURB OR EDGE OF PAVEMENT
CURB OR EDGE OF PAVEMENT
5' MIN
ROAD OR
PARKING AREA
TYP. PAD
& TRANS-
FORMER
3'
MIN
3' MIN
3' MIN
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
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 12kV CABLE ROUTING
EXISTING HYDRANT 12"X6" TEE WITH END CAPAND CONCRETE THRUST BLOCK