HomeMy WebLinkAboutMFP23005837.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP23005837
IVR Number: 23005837
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:11/22/2023Application Date:6198400125Parcel Number: 19016 116TH AVE SE
Permit Type:07/12/2024Issue Date:Franchise
Permit Work Class:07/14/2025Expiration Date:Minor Utility
Job Number: 101142585Franchise Type:Electric
Description: Puget Sound Energy Electric CREW TO OPEN TRENCH FROM EXISTING P01 (316042 166554) TO EXISTING P02
(316054 166554). CREW WILL INSTALL APPROX 350FT OF 3PHASE PRIMARY UG CABLE IN CONDUIT. CREW TO
REMOVE EXISTING OH WIRE FROM P01 TO P02.
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031ApplicantX
Vicki Henson
Potelco Inc
8001 212th St S
Kent, WA 98032
B: (253) 863-0484Contractor
Business License Number: 5109Electrical Contractor: POTELI*344O4
Construction Contractor: POTELI*227PL
Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08
Bellevue, WA 98009
B: (888) 225-5773Emergency
Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
Corrie Rydberg
Puget Sound Energy
3702 71st Ave W
University Place, WA 98466
C: (253) 905-5031Specialized
Billing
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
Ÿ
This permit and plans must be posted at the job site at all times.Ÿ
I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to
Renton Trench Restoration and Street Overlay Requirements.
Ÿ
Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY
work in the Right of Way.
Ÿ
Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ
In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010)
(Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission
pipeline company prior to performing any construction or excavation activities. This requirement to consult with the
transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122.
Ÿ
(Date)(Signature)
Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
DEPARTMENT OF PUBLIC WORKS
Page 1 of 3 | Published: 10/27/2021
Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380
Website: rentonwa.gov
TRAFFIC CONTROL PLAN APPLICATION
Published: 10/27/2021
TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION
FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK.
The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a traffic control
plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted
within the city's right-of-way.
1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents.
2. The following items are all required for submittal of the TCP Application:
☐Electronic Copy of the TCP Application
☐Electronic Copy of the TCP Layout, on 11” X 17” paper size format, which shall:
Include map(s) showing the location of the project and work area.
Be legible lettering and clear, contrasting, symbols of viewing or printing.
Must indicate street names, and north arrow and scale.
Types of plans required:
o Work hour plan – show all mobility impacts during construction hours.
o Non-work plan - show all mobility impacts after work hours when limited or no work is
happening in the right-of-way (ROW), if applicable.
o Changing construction phases – show construction sequence and each construction phase
change even if the traffic control is not modified, if applicable.
o Pedestrian access/detour plan, if applicable.
- Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the
Evergreen Safety Council.
3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].”
Project Name: Permit #:
Site Address:
Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________
Construction Company:
Contact Name: Phone/Cell: _________________________
Business Address: City/State: Zip:
Description of Work:
Approval By: _________________________________________________ Date:____________________
Transportation Engineering
PLEASE SEE ATTACHED
POTELCO, INC
6905 S 228TH ST KENT, WA 98032
101142585
19016 116TH AVE SE
RANDY BLACKIE 425-457-2614
MFP23005837
Monday Friday 8:00am 3:00pm
Scott Warlick CED 7/12/2024
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 3 | Published: 10/27/2021
PERMIT HOLDER AGREES TO ALL THE FOLLOWING:
Must have approved Traffic Control Plan (TCP) prior to commencing the work.
Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time,
with the least possible inconvenience or delay to pedestrians.
WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the
traveled way.
Comply with all traffic regulations of the City of Renton and the State of Washington.
Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street
and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control
Devices.
Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures.
Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public
transit, to be affected by a temporary lane or road closure a minimum of five business days (excluding weekends
and holidays) prior to starting any work.
Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum
of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a
temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a
minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140
with any questions.
Any lane or street closures not in conformance with the approved traffic control plan and/or without notification
of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at
thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes.
Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles and
the acts of the Permit Holder’s agents and employees.
The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in
such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable
attorney’s fees and litigation costs incurred resulting from such claim.
In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for
legal counsel chosen by the City to defend against same.
Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
All permit conditions shall be met.
NOTES:
Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD)
and shown by a traffic control plan layout or reference to WSDOT.
Approved Temporary Traffic Control Plan must be at the work site during work hours.
Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery
road conditions during work and non-work hours.
Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company
logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous
place on the vehicle or equipment.
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 3 of 3 | Published: 10/27/2021
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for
vacate parking or curb lane usage.
Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the
project site.
Temporary traffic control devices must be removed immediately when work is done or no construction activities
are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555
NE 2nd Street).
I certify that the information on this application and within the submittal documents are accurate to the best of my
knowledge and I acknowledge all the requirements on this application.
Applicant’s Signature Date
Applicant’s Name (Print)
CORRIE RYDBERG
P01
P02
111111
SE 190TH LN 116TH AVE SE11 11 17
1111
11111111 116TH AVE SE1111
SE 189TH PL
SE 189TH PL
11111212116TH AVE SESTOP
STOP
STOP
W20-1ROAD
WORKAHEAD W20-4ONE LANEROADAHEAD200'≥200'≥200'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD200'≥200'≥200'≥W20-7AW20-1
ROADWORKAHEAD100'≥W20-1ROADWORKAHEAD100'≥W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4
100'≥100'≥100'≥W20-7ARESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
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 PUGETSOUNDENERGY
Designer:
Job #
REV
Flaviana Nunes
425-424-7386
flaviana.rodriguesnunes@pse.com
1 OF 119016 116th Ave SE, Renton
0
511750967
11/08/2023
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 during approved work hours
as per jurisdictional requirements. (Generally
between 9 a.m. and 4 p.m. on non-arterials and
from 9 a.m. to 3 p.m. on arterials. If night time
work is approved, Night time work to take place between
_____________and ______________.)
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
FLAGGER
STOP
POLE
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Flaviana R. Nunes
Card No. 013414
Card Exp. 11/2026flaviana.rodriguesnunes@pse.com(425)424-7386
TRENCHX'X'PLACE W20-1 SIGNS ON ALL
ADJACENT STREETS WITHIN
FEET OF WORK AREA
ROADWORK
AHEAD W20-1ROADWORKAHEADW20-1600
MFP23005837
19016 116th Ave SE
Renton
WA 98058
USA
P01
P02
111111
SE 190TH LN 116TH AVE SE11 11 17
1111
11111111 116TH AVE SE1111
SE 189TH PL
SE 189TH PL
11111212116TH AVE SESTOP
STOP
STOP
W20-1ROAD
WORKAHEAD W20-4ONE LANEROADAHEAD200'≥200'≥200'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD200'≥200'≥200'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4
100'≥100'≥100'≥W20-7AP03
P04
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
EMERGENCY VEHICLES WILL BE
ALLOWED TO PASS WORK ZONE.
W20-1
ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥100'≥W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4
100'≥100'≥
PLACE SIGNS
BOTH SIDES OF
WORK AREA
FROMTOTOW AWAY AREAPHONE 88
8-
9999INFR
ASO
URC
E
L
LC
00
0
000
00
00 NO PARKINGNO-PARK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK
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 PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
1 OF 219016 116th Ave SE, Renton, WA 98058
1
511750967
05/23/2024
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,
if indicated use ADA compliant channelization.
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 during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flagges shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
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
CHEVRONARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
TRENCH
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Safaa Al Neema
Card No. 012611Card Exp. 10/31/2024Safaa.alneema@pse.com(425)398-6077
MFP23005837
19016 116th Ave SE
Renton
WA 98058
USA
P01
P02
SE 190TH LN 116TH AVE SE11 11 17
1111
11111111 116TH AVE SE1111
SE 189TH PL
SE 189TH PL
11111212116TH AVE SESTOP
STOP
W20-1ROAD
WORKAHEAD W20-4ONE LANEROADAHEAD200'≥200'≥200'≥W20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD200'≥200'≥200'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4
100'≥100'≥100'≥W20-7AP03
P04
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
EMERGENCY VEHICLES WILL BE
ALLOWED TO PASS WORK ZONE.
W20-1
ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥100'≥W20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4
100'≥100'≥
PLACE SIGNS
BOTH SIDES OF
WORK AREA
FROM
TOTOW AWAY AREAPHONE 88
8-
9999
INFR
ASO
URC
E
LL
C
0
00
0
00
00
00 NO PARKINGNO-PARK FROMTOTOW AWAY AREAPHONE 888-9999INFR
A
S
O
U
R
C
E
L
L
C
0
0
0
0
0
0
0
0
0
0
NO PARKINGNO-PARK
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Safaa Al Neema
(425) 398-6077
safaa.alneema@pse.com
2 OF 219016 116th Ave SE, Renton, WA 98058
1
511750967
05/23/2024
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,
if indicated use ADA compliant channelization.
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 during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flagges shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-100'.
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
CHEVRONARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
TRENCH
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Safaa Al Neema
Card No. 012611Card Exp. 10/31/2024Safaa.alneema@pse.com(425)398-6077
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
MFP23005837
Owner / Developer Contact Info
officeATTN:
19016 116TH, LLC
39805 212TH AVE SE
ENUMCLAW, WA 98022
SCOTT L JEPSON 253.592.4299
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION
STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)
EROSION & SEDIMENT CONTROL REQUIREMENTS
NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES
(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING
0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE
& ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS.101142585N/ADESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
R. BLACKIE 425.457.2614 .
CE FEASEL 253.263.5276 10.24.23
N/A .N/A
S. LEWISON .09.22.23
RW-131369 RENTON
WANG
SCH 73 OH TO UG CONVERSION
19016 116TH AVE SE, RENTON, WA 98058
PUGET SOUND ENERGY
N/A N/A
N/A 101142585
AS SHOWN 1 OF 3
KING N/A N/A QCSOKE
33SW-T23N-R05E N/A N/A
2305E131 2305E136 2305E131 PAN-15
COMCAST
TODD ZIMNY
360.507.0598
LUMEN
AMY ALLISTON
206.794.8534
RIGHT OF WAY
FABIANA DODSON
425.462.3281
.
.
.
3/5/2024 CE Feasel Poles added. Services Adjusted
...
...
SCOTT@ANAIYAHHOMES.COM
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.
WANG
SCHEDULE 73
OH TO UG CONVERSION
GENERAL
1. Pre-construction
Notify appropriate City or County 48 to 72 hours or as required by
permitting agency before starting work on any right-of-way involving a permit.
Follow all requirements as outlined by the permitting agency.
Locate and mark all underground utilities prior to start of construction. If there is a
conflict with the intended trench route as shown on the site plan and existing utilites or
obstructions, trench route may need to be moved to opposite side of street.
2. Existing Utilities
Hand excavate (pothole) all marked utility crossings to verify exact location and depth
at point of crossing. Protect underground utilities during excavation. Use hand
excavation methods if necessary to avoid damage. Fabricate and install adequate
temporary structures to support and protect underground utilities while exposed during
construction.
Maintain 6" minimum clearance at crossings between existing utilities and new duct
installations. Transition trench or tunnel profile gradually as required at crossings.
Maintain 24" minimum separation between new trench or tunnel and parallel existing
utilities or as required by the permit agency.
In the event of damage to an underground utility, notify Puget Sound Energy at once.
Contractor agrees to make work force and resources available at once to Puget Sound
Energy or municipal authorities to repair damage at no cost.
3. Work Drawings
Maintain on site, in good condition, a complete file of all work drawings. These
drawings shall be available at all times to a Puget Sound Energy representative.
Corrections and changes made during the job shall be recorded continuously on these
drawings. All underground electrical facilities shall have a minimum of 36 inches of
cover. Any change must be approved by the PSE engineer or project manager.
Furnish Puget Sound Energy a complete set of as built prints (foreman's copies) at the
end of the job.
4. Safety
Provide signs, barricades, and traffic control in conformance with local jurisdictions and
regulations. Provide flagging and or other vehicle traffic control as needed in
conformance with local regulations. (see SPM # 100.4000) Provide adequate signage
and protection to traffic during non-working hours. Maintain traffic flow as required by
permitting agency. Provide signs and barricades to warn pedestrians, motorcycles and
bicycles.
Install warning barricades at least every 50 feet along the trench route from the time the
trench is opened until the trenching is complete.
5. Existing Systems
Maintain existing electrical system in service until new system is complete, tested, and
ready for service. Disable existing system only to make cutovers and connections as
directed by Puget Sound Energy's representative.
EARTHWORK
See Puget Sound Energy SPM 6800.4050
1. Back hoe, Hand Dug Excavations
Paved Surfaces
Cut the edges of the trench prior to digging. Use the narrowest bucket practical or plow
off the edge of paved surface far enough to minimize asphalt disturbance. Repair any
blow out areas (where edge has been broken) by sawing. The depth of the trench shall
be enough to allow 36" of cover. Backfill material shall be Controlled Density Fill (CDF)
cover or select fill (5/8" minus) to meet permit requirements.
Unpaved Surfaces
Conduit/cable trenches are to be excavated just off the existing road edge or in the
shoulder of the road behind the existing ditch line. Contractor shall use a back hoe with
the narrowest width bucket practical or plow. Trench shall be deep enough to allow a
minimum of 36" of cover over the top most cable. All ditch crossings shall have a
minimum of 36" cover from the lowest point within the existing ditch line.
Culverts; when installing facilities under a culvert, excavation must be filled with packed
crush rock. If any culvert is damaged it will be repaired or replaced in accordance with
permitting agency and contractors responsibility.
Spoils shall be removed quickly to minimize blocking of traffic. All spoils and wastes
become the property of the contractor immediately upon removal. Remove spoils and
wastes promptly to an approved disposal site. Remove spoils containing asphalt or
concrete to a disposal site specifically approved for such materials. Provide Puget
Sound Energy with a disposal receipt for all spoils.
2. Backfill
Unpaved Road Surfaces
Backfill for unpaved road crossings shall consist of 1-1/2" to 2-1/2" material compacted
to 95% density. Backfill for unpaved road sections shall consist of native material
compacted to 95% density.
At the end of each workday, backfill or plate all trench, remove all spoils and clean
roadway surface of large hazardous debris.
3. Surface Restoration
Unpaved Surfaces
Restore ground surface to original contour. Restore to original condition or better.
4. Landscaping
Arrange and perform work to minimize impact to existing landscaping. Restore
landscaping that has been disturbed during the course of work, including seeding of
banks and fills. Vaults set in bank areas may require re-sloping the surrounding land to
avoid sloughing. Leave area in its original state or better at the end of construction.
Hand dig if required to prevent damage to tree roots.
GENERAL OVERHEAD NOTES:
1. Poles, conductors, devices to be installed per PSE Standards & Specifications.
2. Poles are to be installed or relocated as staked.
3. All new poles set shall be the class indicated on the sketch or better.
4. Install ground plate assembly on all new poles.
5. Install grid numbers on all new and existing poles as shown on sketch.
6. Treat all field-drilled poles with copper Naphthenate wood preservative.
7. Customer/Developer to coordinate between utilities.
8. All new and relocated poles -locations- to be approved by City of Renton
ELECTRICAL
1. Conduit
Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC SCH80 or 2", 3", 4", or 6"
by the permitting agency.
Where conduit is routed from road edge to vault location, maintain 36" minimum cover above top
conduit at all times or as required by the permitting agency. Bends shall be made with as long a
radius as possible (48" minimum). Avoid making sharp bends or kinks in conduit during
installation. Obtain exact location of conduit entrance into vault from Puget Sound Energy before
penetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stub the
4" or 6" PVC 2"-3" into vault interior and grout between the conduit and vault wall. Leave a 10'
minimum of extra pull rope in each end of installed conduit where 4" or 6" PVC is installed and
cap conduit to prevent the entry of dirt and moisture.
Arrange work so conduit plays directly off reel into trench. Place the conduit in the trench as
straight as possible. Avoid vertical and horizontal "snaking" of the conduit. Multiple conduit runs
may be stacked vertically. Where conduit must be pulled through a trench to allow a crossing
under an existing utility, cap conduit end before pulling to avoid contamination. If a kink occurs,
cut the conduit ahead of kink and splice to new conduit to continue run.
2. Underground Primary Cable
Primary cable shall be 1/O Alum Sol Jacketed Cable rated for 15 KV service with a polyethylene
jacket. Primary cable shall be 61 strand 750 MCM aluminum conductor rated for 15 KV service
with a copper tape neutral conductor and polyethylene jacket. A 4/0 copper neutral shall be run
with each 3 phase circuit of 750 MCM.
Install cable into existing or new conduit systems using approved installation equipment.
Approved equipment includes either cable pullers and/or cable pushers. Pulling socks shall be
non-conductive or similar material. Steel pulling socks are prohibited. Bare steel cable shall not
be used to pull cable. Cable pulling equipment (winches, hoist, driven reels, etc.) shall be
equipped with instrumentation to continually monitor and record peak tension encountered during
a pull. Before installing cable, obtain rated pulling tension for cable from Puget Sound Energy.
Do not exceed rating at any time during installation. Notify Puget Sound Energy immediately if
pulling tension equals or exceeds rating (828/1657lbs for 1/0 or 5000lbs for 750 .) Do not exceed
minimum bend radius of cable or impose kinks or sharp bends on cable during pulling operations.
Install cable directly off reel without dragging it on the ground. Apply Puget Sound Energy
approved lubricant to cable continually during pulling to reduce pulling tension and to permit future
removal.
Install adequate amounts of 3/4 " plywood on existing sidewalk areas to support pulling equipment
and prevent unnecessary damage to sidewalks.
Train and coil cables in vaults as required to form a smooth transition from conduit to termination.
If terminations are to be performed by others, coil 15' of cable in vault and cap end.
3. Terminations and Splices
Install approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115-
5119. Unless otherwise directed, approved terminations will be load break elbows in vaults and
cold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317.
Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splice
cables in runs between vaults. See Puget Sound Energy SPM 2233.2075-2076.
4. Concrete Vaults
Excavate, install base material, and compact base material in accordance with Puget Sound
Energy SPM 6775.0040.
Install and seal precast sections in accordance with Puget Sound Energy SPM 6775.0040. Use
precast neck and shaft sections to bring manhole entrance to proper elevation. Install manholes
plumb. Set the top of each manhole to finished elevation or no higher than 6" above existing road
elevation. Install hillholders as required on sketch or by construction notes.
5. Grounding
Install ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cable
is terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depth
in undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2
copper jumper or to Concrentric neutral at each splice vault location. Minimum grounding
requirement is 4 grounds per mile.
6. Existing Underground Primary Cable (if applicable)
Abandon existing primary cable in place. Cut off old cable ends inside vault flush with wall.
Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Return
scrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults as
required by permitting agency.
7. Traffic Control
All traffic control to comply with current specifications in M.U.T.C.D.
EX OVERHEAD CIRCUIT MAP 2305E136
SCALE: 6" = 1 MILE
DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND INCLUDING
EXCAVATION, BACKFILL, SHORING, TRENCH MAINTENANCE,
SANDING FOR DUCT, SELECT 5/8" CRUSH FOR UNDER VAULTS,
COMPACTION, ALL HARDSURFACE RESTORATION AND RELATED
LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE
TEMPORARY EXCAVATION PLATING (IF REQUIRED),
NOTE:
WORKZONE
LEGEND
EXISTING PROPERTY LINE
EXISTING UG RISER
NEW UG RISER
J-BOX
NEW TRENCH LINE
EXIST. 3Ø WIRE
EXISTING CENTER LINE
EXISTING CONDUCTOR TO BE REMOVED
DISCONNECT - FUSED
EXIST. 1Ø WIRE
EXISTING RIGHT OF WAY
PROPOSED PULL VAULT
EXISTING POLE
DOWN GUY
EXISTING SECONDARY SERVICE LINE
DISCONNECT - UNFUSED
EXISTING STREETLIGHT
NEW POLE
PROPOSED PADMOUNT TRANSFORMER
EXISTING PADMOUNT TRANSFORMER
HANDHOLE
PHONE
CABLE TV
511750967 101142585
N/A 108152047
N/A 593255019
N/A 583076717
N/A 594158163
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Removal
OH Modification
OH Transformer
UG Modification
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:RANDY BLACKIE
425.457.2614
randy.blackie@pse.com
No
No
No
Yes
Yes
Yes
"Flagging Required"
"Outages Required"
"Locates Required"
xxx
N
Vicinity Map
47.4316, -122.1864
SITE
SE 192ND ST
116TH AVE SESE 188TH STSE 188TH ST
120TH AVE SE115TH CT SESE 189TH PL
R1 R1MFP23005837
116TH AVE SESE 189TH PLACE
(PUBLIC)
SE 191ST ST
(PUBLIC)(PUBLIC)116TH AVENUE SE(PUBLIC)ROAD A
ROAD A
EX: 1-2"115KV115KV397 AACABCN
C#4ACSR
117TH PL SE(PUBLIC)EX: 1-2"
60'26'47'33'
FEED
PAN
15
FEEDPAN
15 397 AAC397 AACABCN
ABCN
19100
19030
19009
19015 397 AACABCN
35'
R50'
72'
SE 190TH LN (PRIVATE)
SOLID BLADE
SW#T90515
SOLID BLADE
SW#T90516
'D'
'A'
19021
WANG SHORT PLAT
105094139
DRIVEWAY 18925
DRIVEWAY 19003
DRIVEWAY 19009
DRIVEWAY 19015
TRANSFER
EXISTING
VD: 1.0
FL: 3.0
NEW
VD: 0.6
FL: 3.1
EXISTING
VD: 0.8
FL: 2.8
NEW
VD: 0.7
FL: 2.8
'C'
'B''E'
TO REMAIN
11645
TRANSFER
TRANSFER
TO REMAIN
NEW
NEW
1" = 50'
DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
R. BLACKIE 425.457.2614 .
CE FEASEL 253.263.5276 10.24.23
N/A .N/A
S. LEWISON .09.22.23
RW-131369 RENTON
WANG
SCH 73 OH TO UG CONVERSION
19016 116TH AVE SE, RENTON, WA 98058
PUGET SOUND ENERGY
N/A N/A
N/A 101142585
1" = 50'2 OF 3
KING N/A N/A QCSOKE
33SW-T23N-R05E N/A N/A
2305E131 2305E136 2305E131 PAN-15
COMCAST
TODD ZIMNY
360.507.0598
LUMEN
AMY ALLISTON
206.794.8534
RIGHT OF WAY
FABIANA DODSON
425.462.3281
.
.
.
SITE PLAN
3/5/2024 CE Feasel Poles added. Services Adjusted
...
...
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
CIRCUIT FEET REMOVED: 230'
CIRCUIT FEET ADDED: 170'
WIRE REMOVAL TABLE
Location
Pri Sec Wire Size & Type Quantity
Length
(ft per
conductor)
RemarksFromTo
P01 P03 397AAC & 4/0ACSR NEUT 4 230
Total Feet (397AAC) Removed 690
Total Feet (4/0ACSR NEUT) Removed 230
SITE SPECIFIC NOTES
AT P01 (316042-166554) 85' CLASS H1, 1975
-TRANSMISSION POLE TO REMAIN
-REMOVE EXISTING SNGL ARM FRAMING
-INSTALL 3Ø DE UNDERBUILD 397AAC (DEH315) 6034.1042
-INSTALL 4/0 PRIMARY NEUTRAL DE
-INSTALL 3Ø DE FEEDER TERM (TSU3DF1)6043.1020
-(3)WEDGE CONNECTORS (2368200)
-(3)STIRRUPS (2254200)
-(3) H CONNECTORS (9725300)
-H CONNECTOR (2167900)
-INSTALL SWITCH # T90515
-INSTALL 6" PRI RISER ON NEW 24" S/O BRACKETS (9995948) (RIS6CSS) 6042.1000
-INSTALL 6" PRIMARY RISER BEND (7645601), 6" CONDUIT (7642600) & CAP (9997424)
-INSTALL 4" PRIMARY RISER BEND (7645401), 4" CONDUIT (7642400) & CAP (9997423)
-INSTALL DBL 7/16" PRI DG'S (GYDD7SA) 6013.0100 TO NEW ANCHOR
-INSTALL 24" PLATE ANCHOR (ANDP24) 6012.1000 (L=30' N)
AT P02 (316054-166554) 85' CLASS H1, 2006
-TRANSMISSION POLE TO REMAIN
-REMOVE EXISTING SNGL ARM FRAMING
-REMOVE EXISTING 37.5KVA TRANSFORMER
AT P03
-INSTALL NEW 50' CLASS 1 POLE (PD501) 6010.1000
-APPROX 65' (N) & 14' (E) OF P02
-INSTALL NEW 37.5kVA OH TRANSFORMER (B PH)
-INSTALL 3Ø DE UNDERBUILD 397AAC (DEH315) 6034.1042
-INSTALL 4/0 PRIMARY NEUTRAL DE
-INSTALL 3Ø DE FEEDER TERM (TSU3DF1) 6043.1020
-(3)WEDGE CONNECTORS (2368200)
-(3)STIRRUPS (2254200)
-(3)H CONNECTORS (9725300)
-H CONNECTOR (2167900)
-INSTALL SWITCH # T90516
-INSTALL 6" PRI RISER ON NEW 24" S/O BRACKETS (9995948) (RIS6CSS) 6042.1000
-INSTALL 6" PRIMARY RISER BEND (7645601), 6" CONDUIT (7642600) & CAP (9997424)
-INSTALL 4" PRIMARY RISER BEND (7645401), 4" CONDUIT (7642400) & CAP (9997423)
-INSTALL 3" PRIMARY RISER ON NEW 24" S/O BRACKETS (9995948) (RIS3CSS) 6042.1000
-INSTALL 2" PRIMARY RISER BEND (7645201), 2" CONDUIT (7642200) & CAP (9997421)
-INSTALL DBL 7/16" PRI DG'S (GYDD7SA) 6013.0100 TO NEW ANCHOR
-INSTALL 24" PLATE ANCHOR (ANDP24) 6012.1000 (L = 25'S)
-INSTALL GRID # 316056-166554
AT P04
-INSTALL NEW 35' CLASS 1 POLE (PS351) 6010.1100
-APPROX 55' W OF P02 PER DEVELOPER STAKE
-INSTALL 3" PRIMARY RISER ON NEW 24" S/O BRACKETS (9995948) (RIS3CSS) 6042.1000
-TRANSFER EX SERVICE (19009) FROM P02
-TRANSFER EX SERVICE (19015) FROM P02
-INSTALL GRID # 316050-166537
Standoff Bracket
15" Min Length
Conduit Clamp
Conduit Field Face
Quadrant
Climbing
SpaceRoad Face
Quadrant
Climbing
Space
5" Min
CL LCDirection of Vehicular Traffic
CONDUIT RISER PLACEMENT DETAIL
TOP VIEW
NOT TO SCALE
CROSSING CONDUIT TABLE
X-ING #
LOCATION POWER
XING
LENGTH
ASBUILT
LOCATION
TYPE OF CROSSING
(Feeder, Primary, Secondary, etc.)FROM TO
SIZE
(IN)TYPE QTY
X01 'A''B'
6 SCH 80 2 70 ( )'ECL FEEDER
4 SCH 80 1 70 ( )'ECL PRIMARY
3 SCH 80 1 70 ( )'ECL SECONDARY
2 SCH 80 1 70 ( )'ECL SECONDARY
X02 'B''C'
6 SCH 80 2 30 ( )'ECL FEEDER
4 SCH 80 1 30 ( )'ECL PRIMARY
2 SCH 80 1 30 ( )'ECL SECONDARY
X03 'C''D'
6 SCH 80 2 135 ( )'ECL FEEDER
4 SCH 80 1 135 ( )'ECL PRIMARY
X04 'B''E'3 SCH 80 1 65 ( )'NCL SECONDARY
2" SCH80 GREY PVC = 100 FT 2" PVC PLUG /CAPS = 2
3" SCH80 GREY PVC = 135 FT 3" PVC PLUG /CAPS = 2
4" SCH80 GREY PVC = 235 FT 4" PVC PLUG /CAPS = 2
6" SCH80 GREY PVC = 470 FT 6" PVC PLUG /CAPS = 4
JOINT TRENCH DETAIL
Primary-Direct Buried or SCH80 (NTS)
Phone & TV Primary Power Cable
Direct Buried or in PSE provided
Excavated Dirt Pile
Final Grade
24" Min
48"
Max
18"
Backfill for DB 120 Conduit/Direct Buried Cable
4" Min
Separation
6" or 12" of sand, 5/8" minus
4" of sand, 5/8" minus, or clean backfill bedding
36"
Min
Cover
ROADSIDE
Typical To Excavated Dirt Pile
(No Rocks over 10" Diameter)
or clean backfill shading
DB120 Grade Conduit
- A 6" 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 (No PSE gas)
- A 12" layer of sand, 5/8" minus, or clean shading is required when excavated native material
contains rocks up to 10" in diameter.
NOT TO SCALE
ANCHOR DETAIL - PLATE
6' to 8'
6" to 12"
Backfill and
Compact
Cut slot
to lay rod in
R1
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
316054-166554
37.5kVA
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#:
P03
316056-166554
37.5kVA
6211300
POLE TABLE (NEW)
Site
#
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P03 316056-166554 50 1 2024 PSE Equip #
P04 316050-166537 35 1 2024 PSE Equip #
MFP23005837
RESTORATION PER CITY OF RENTON STANDARDS
397 AACABCN
C#4ACSR
PAN
15 397 AACABCN397 AACABCN
SOLID BLADE
SW#T90515
SOLID BLADE
SW#T90516
FEED397 AACABCN
NEW 750MCM
EJS997-AØ
EJS998-BØ
EJS999-CØ
'A'
'D'
'C'
'B'
45°
45°
'D'
'A'
'B''E'
'C'
45°
45°
DESIGNED BY
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
R. BLACKIE 425.457.2614 .
CE FEASEL 253.263.5276 10.24.23
N/A .N/A
S. LEWISON .09.22.23
RW-131369 RENTON
WANG
SCH 73 OH TO UG CONVERSION
19016 116TH AVE SE, RENTON, WA 98058
PUGET SOUND ENERGY
N/A N/A
N/A 101142585
N/A 3 OF 3
KING N/A N/A QCSOKE
33SW-T23N-R05E N/A N/A
2305E131 2305E136 2305E131 PAN-15
COMCAST
TODD ZIMNY
360.507.0598
LUMEN
AMY ALLISTON
206.794.8534
RIGHT OF WAY
FABIANA DODSON
425.462.3281
.
.
.
3/5/2024 CE Feasel Poles added. Services Adjusted
...
...
NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM
NOT TO SCALE
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
EX UNIVERSAL MAP 2305E131
NOT TO SCALE
EX UNDERGROUND CIRCUIT MAP 2305E131
NOT TO SCALE
WORKZONE
NOT TO SCALE
NEW CONDUIT DIAGRAM
CONDUIT LEGEND
FEEDER 6"
PRIMARY 4"
SECONDARY 3"
WORKZONE
PRIMARY CABLE & CONDUIT TABLE (600A)
LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE CONDUIT TYPE (DB120, HDPE, SCH80), FEEDER CABLE TYPE (TAPE, CN, #4/O NEU)
FROM TO SIZE
(IN)QTY.
DESIGN
LENGTH
(FT)
BENDS PULL
(LBS)
PULL
REV
(LBS)
CABLE
SIZE
DESIGN
LENGTH
(FT)
PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGES & TYPES INSTALLED LUBRICANT (Gal.)
90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT TYPE CABLE TYPE EST.ACTUAL
P01 P03 6 1 5 --2 -756 756 750 MCM 305 EJS997 EJS998 EJS999 -1.8
P01 P03 6 1 5 --2 -CONDUIT ONLY - FUT -
6" SCH80 PVC (FT) & BENDS =10 --4 -3Ø 750 MCM TOTAL (FT) =305 TTL (Gal.)1.8
PRIMARY CABLE & CONDUIT TABLE (200A)
LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE
FROM TO SIZE
(IN)QTY.
DESIGN
LENGTH
(FT)
BENDS PULL
(LBS)
PULL
REV
(LBS)
CABLE
SIZE
DESIGN
LENGTH
(FT)
PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED LUBRICANT (Gal.)
90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE EST.ACTUAL
P01 P03 4 1 10 --2 -CONDUIT ONLY -FUT -
E01 P03 2 1 10 --2 -CONDUIT ONLY -FUT -
2" SCH80 PVC (FT) & BENDS =10 --2 -TTL (Gal.)0.0
4" SCH80 PVC (FT) & BENDS =10 --2 -
R1
SECONDARY CABLE & CONDUIT TABLE
LOCATION
CABLE CONDUIT VOLTAGE ASBUILT INFORMATION
SIZE LENGTH ASSUMED SIZE LENGTH BENDS DROP FLICKER Foreman - Complete
FROM TO (1/O,4/O,350)Design (ft)Lot Corner to Meter (ft)(in)Design (ft)90°45°22°11°(Percent)(Percent)Actual Amount Installed Cable Conduit
P03 P04 350 215 -3 10 3 ---0.6 2.3 -
350 UG Triplex (ft) =215 3" SCH80 PVC (ft) & BENDS=10 3 0 0 0 0.1
TOTAL QTS OF GLUE 0.1
SECONDARY 2"
MFP23005837