HomeMy WebLinkAboutMFP20000542.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP20000542
IVR Number: 20000542
Permit Information
Permit Name: Puget Sound Energy - 4550 TALBOT DR S
Address/Location:02/06/2020Application Date:3123059067Parcel Number: 4550 TALBOT RD S
Permit Type:03/04/2020Issue Date:Franchise
Permit Work Class:09/04/2021Expiration Date:Minor Utility
Job Number: 105093379
Description: Puget Sound Energy 4550 TALBOT RD S CUSTOMER TO CUT OPEN A 2' X 8' BORE PIT (CONCRETE) AT THE
BASE OF P02 (316305 165895), BORE ACROSS TALBOT RD S TO A 2' X 8' RECEIVING PIT AT PROPERTY LINE.
POTELCO CREW TO INSTALL PRIMARY TERMINATION ON P02, INSTALL (1) 4" PRIMARY RISER ON P02, THEN
INSTALL (1) RUN OF 3PHASE PRIMARY UG JKT CABLE FROM P02 TO PRIVATE PROPERTY.
POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
6905 S 228TH St
KENT, WA 98032
C: (425) 892-0416ApplicantX
Marita Bond
Puget Sound Energy - Billing
6905 S 228th St
Kent, WA 98032
B: (253) 395-6346Contact
WEATHERLY INN-RENTON LLC 606 COLUMBIA ST NW STE #101
OLYMPIA , WA 98501
Owner
Marita Bond
Puget Sound Energy - Billing
6905 S 228th St
Kent, WA 98032
B: (253) 395-6346Specialized
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 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
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
2121S 45TH PL
#4500
PO2
PO1
1212TALBOT RD SS 46TH PL
1111MORRIS AVE S
12 13 10 9
11 19
11 1011
11 11 102121 STOP
FLAGGER
STOP
FLAGGER
PLANTER
STOP
FLAGGER
W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4
350'350'350'ROADWORKAHEADW20-1RIGHT LANECLOSEDAHEADW20-5RW1-4L350'350'350'W20-7A350'M6-2W20-7AROAD
WORK
AHEAD W20-1BE
PREPAREDTO
STOP W3-4350'350'350'ROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W1-4RCONETOPPER
BUSINESS(ES) / RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
WORK PITRIGHTSHOULDERCLOSEDRT-SHLDR-CLSD
W1-4L
350'
11 11 10S/WCLOSEDR9-9S/WCLOSEDR9-9AHEAD
USE OTHER SIDE
SIDEWALK CLOSEDAHEADUSE OTHER SIDESIDEWALK CLOSEDPLACE THIS SIGN
AT THE ADJECENT
NEARBY
CROSSWALK R9-11SIDEWALKCLOSEDAHEADS/WCLOSEDR9-9
S/WCLOSEDR9-9RIGHTKEEPR4-7BRIGHT
KEEP
R4-7B
N PSE PUGETSOUNDENERGY
JOB#105093379
4500 Talbot Rd Renton , WA
24th June, 2020
prachi.joshi@pse.com
425-424-7808
SHEET 1 of 2
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431
TEMPORARY TRAFFIC CONTROL PLAN
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
TRENCH
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
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
2121S 45TH PL
#4500
PO2
1212TALBOT RD SS 46TH PL
1111MORRIS AVE S
12 13 10 9
11 19
11 1011
11 11 102121 STOP
FLAGGER
PLANTER
W20-7AROAD
WORK
AHEAD W20-1BEPREPAREDTO
STOP W3-4350'350'350'W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'
BUSINESS(ES) / RESIDENT(S) WILL BE INFORMED
OF POSSIBLE TEMPORARY
DRIVEWAY CLOSURE
11 11 10
STOP
FLAGGERW20-7AROADWORKAHEADW20-1 W20-4ONE LANEROADAHEAD350'350'350'ROADWORKAHEADW20-1350'
8BXB10-PLATE
steel plate
TRENCHS/WCLOSEDR9-9S/WCLOSED R9-9AHEAD
USE OTHER SIDE
SIDEWALK CLOSEDAHEADUSE OTHER SIDESIDEWALK CLOSEDPLACE THIS AT THE NEAREST
CROSSWALK TOWARDS NORTH
OF TALBOT RD S
PLACE THIS AT THE NEAREST
CROSSWALK TOWARDS
SOUTH OF TALBOT RD S
N PSE PUGETSOUNDENERGY
JOB#105093379
4500 Talbot Rd Renton , WA
24th June, 2020
prachi.joshi@pse.com
425-424-7808
SHEET 2 of 2
Puget Sound Energy
Traffic Control Supervisor:
Stephen R Gadke
Card No. 010741
Exp.5/31/2021
stephen.gadke@pse.com
(425) 424-6431
TEMPORARY TRAFFIC CONTROL PLAN
Notes:
1. All signs and spacing to conform to the
MUTCD and City of Renton standards.
2. All sidewalks, driveways, exits and egresses
shall be completely clear unless otherwise indicated.
3. Channelizing devices are 28" traffic cones.
Use traffic drums (barrels) with steady burning
Type C lights on all State State Routes and Hwys.
4. Sign size can be a minimum of 36" x 36" and
shall not obstruct pedestrian access.
5. Crew is required to leave a minimum of 11' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place between 9 a.m. and 4 p.m
unless otherwise specified. All work for arterials
and major roadways will be from 9 a.m. to 3 p.m.
SIGN SPACING
MPH
60/65
45/55
35/40
30
25
"X"
1000'
500'
350'
200'
100'
TRENCH
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
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
SIGNS TO BE USED AFTER
HOURS PRECEDING AREAS
(LANES) THAT HAVE PLATES
ON ROADWAY
CAUTIONSTEEL PLATEON ROADWAY
T78-A
MOTORCYCLESUSE EXTREMECAUTION
W21-1701
X'X'
ENTRANCE TO
PROPERTY
TALBOT ROAD SEPARKING LOTFFE:167.00
C
C C C C C
C
336.4 ACSRTALBOT RD S10' EASEMENTNOP
26
ABC
316316-165892
336.4 ACSRJTALBOT ROAD SE316321-165893
50 kVA 120/240V (C)316322-165908
1000 kVA 120/208V (ABC) (3x333)
316305-165895 T2/24
SW# T82901 (100T)
SLAG9098
316320-165895
37.5 kVA 120/240V (C)
UNK
SITE PLAN 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.
SCALE: 1" = 20'
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
JOB SITE
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. Myer
00 1"2"
00 50'100'
POWER GENERAL NOTES - COMMERCIAL PROJECT
8.
EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and
restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over
PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer
will provide any and all shoring or they will side slope the trench to 1:1.
All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from
this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy.
All switching arrangements and/or outage arrangements are to be made with the Project Manager at least
three (3) working days in advance.
Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing
work to get the underground facilities located.
STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk,
etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager.
SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction
materials which would restrict construction and/or equipment access, before work can begin.
Roads shall be paved or have a compacted , crushed rock base in place.
CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from
combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard
posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water,
storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them, or
as required by your local municipality.
All work is to be done in accordance with local municipal and county permit requirements as applicable.
Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits
and crossings from the individual unit's meter base to the designated connection point on private property.
Inclement weather conditions may cause delays in construction times and dates.
1.
2.
3.
4.
5.
6.
7.
9.
11.
10.
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
K.GOUESSE 253-254-2896 10/3/2019
K. GOUESSE 253-254-2896 10/3/2019
A.DEREMIAH 206-247-1049 10/7/2019
RW-115808 RENTON
WEATHERLY INN RENTON - PHASE 2
SET 3Ø J-BOX & 3Ø TRF, 3Ø PRIM L/E & CONNECT COMMERCIAL SVC
4500 TALBOT RD S, RENTON, WA 98055
N/A N/A
N/A 105093379
AS NOTED 1 OF 3
KING N/A N/A CSPSKEIN
NE 31-23N-05E N/A N/A
2305E121 230E124 2305E121 NOP-26
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A 105093379SCALE: 6" = 1 MILE
OVERHEAD CIRCUIT MAP 230E124
SITE SPECIFIC NOTES
AT P01: 316320-165895
-REMOVE EXISTING OH-UG TERMINATION
-REMOVE EXISTING CABLE TAG CØ30011
AT P02: 316305-165895
-INSTALL 3Ø 1/0 AL PRIMARY TERMINATION ON FG TRI-UNIT ARM PER STD 6043.1000 (TSU3L1F)
-INSTALL (3) L/I C/O'S & SURGE ARRESTERS, FUSE @ 100T
-INSTALL SW# T82901
-INSTALL (3) STIRRUPS
-INSTALL 4" PRIMARY RISER ON STANDOFF BRACKET PER STD 6042.1000 (MID: )
-INSTALL CABLE TAGS AØEIB171, BØEIB172, CØEIB173
AT J01: 316316-165892
-INSTALL (1) 4'8" X 7' X 5' JBOX W/ 4-8' X 7' X 5'-8" ANTI-SKID PER STD 6055.1030 (JBOX35AS)
-INSTALL (3) 4-POS J-BOX
-INSTALL (8) JBOX 200A 15kV BUSH CAP PER STD 6055.1030
-INSTALL (4) ELBOW 15kV 1/0 SOL JACK (ELB10J) PER STD 6055.1030
-INSTALL CABLE TAG CØEIB174 (TO V01)
-INSTALL CABLE TAGS AØEIB171, BØEIB172, CØEIB173
-INSTALL CABLE TAGS AØEIB175, BØEIB176, CØEIB177 (TO V02)
-INSTALL GRID #316316-165892
AT V01: 316321-165893
-REMOVE EXISTING CABLE TAG CØ30011
-INSTALL CABLE TAG CØEIB174
AT V02: 316322-165908
-INSTALL (1) 7' X 7' X 4' PAD W/ GROUNDS PER STD 6045.5000 (PM3P15L)
-INSTALL (1) 1000KVA 3Ø 120/208V PADMOUNT TRF (MID: 6262250)
-INSTALL (3) 15kV ELBOW KIT PER STD 6041.1000 (ELB10J)
-INSTALL (4) #2 TO #2 "C" CONNECTION BLOCKS (MID: 2162100)
-INSTALL CABLE TAGS AØEIB175, BØEIB176, CØEIB177
-INSTALL GRID #316322-165908
AT EM1: (CONSTRUCTED IN PHASE 1)
-EXISTING SPARE CONDUIT TO REMAIN
UNDERGROUND CIRCUIT MAP 2305E121
SCALE: NONE
JOB SITE
SPAN SPECIFIC NOTES
P02 TO J01:
-INSTALL 1-RUN 3Ø 1/0 UG JKT CABLE, ± 200' ___' ACTUAL
J01 TO EM1:
-INSTALL 1-RUN 1/0 UG JKT CABLE, ± 200' ___' ACTUAL
J01 TO V02:
-INSTALL 1-RUN 3Ø 1/0 UG JKT CABLE, ± 200' ___' ACTUAL
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:KHADER GOUESSE
253-254-2896
KHADER.GOUESSE@PSE.COM
Owner / Developer Contact Info
officeATTN:
WEATHERLY INN - RENTON LLC
606 COLUMBIA ST. NW #101
OLYMPIA, WA 98501
DICK VELDSMA 541-279-1545
N
Vicinity Map
N/A
JOB SITE
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.
CIRCUIT FEET ADDED: 180'
Sq. Footage: 143,279 SF
Panel Size: 2500A CT
Heat Type: ELECTRIC
Est. Demand: 474.1 kW
LRC: 193 A
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
NOP-26
08/2019
194.00 185.00 227.00
8.52 8.52 8.52
202.52 193.52 235.52
PROJECT PHASE
PWR
NOTIF#ORDER#
508331380 105093379Superior
CIRCUIT FEET REMOVED: 278'
AT V02:
%V. Drop: 2.0 %
%Flicker: 0.9 %
2' X 8' BORE PIT
RECEIVING PIT
PARCEL #
3123059067
___
___
CUSTOMER DEVELOPMENT NOTES:
A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE WORK.
CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND
ENERGY STANDARDS & LOCAL MUNICIPALITY.
**DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL**
CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING:
CROSSING/BORING.
-OPEN TRENCH FOR CROSSINGS IS ONLY ALLOWED PER LOCAL MUNICIPALITY PERMIT REQUIREMENTS.
-CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO CONSTRUCTION.
-PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION WORK IN RIGHT
OF WAY.
-EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY.
VAULTS & WORK PITS.
-REQUIRED TO PROVIDE 4' X 4' WORK PIT W/ 2/3 CUBIC YARDS OF 6” CRUSHED ROCK AT P02
-REQUIRED TO PROVIDE 2' X 8' WORK PIT AT BORE PIT 'A'
-REQUIRED TO PROVIDE 2' X 8' WORK PIT AT RECEIVING PIT 'B'
-REQUIRED TO PROVIDE 8' X 6' WORK PIT AT J01
-REQUIRED TO PROVIDE 4' X 4' WORK PIT W/ 3/4" CUBIC YARD OF SAND AT EM1
-REQUIRED TO PROVIDE 11' X 11' WORK PIT W/ 2/3 CUBIC YARDS OF 6” CRUSHED ROCK AT V02
TRENCHING & CONDUIT.
-INSTALL ± 40' OF 1-4" RED POLY CONDUIT FROM 'A' TO 'B'.
-INSTALL ± 40' OF 1-4" DB-120 PVC CONDUIT FROM 'B' TO J01.
-INSTALL ± 100' OF 1-4" DB-120 PVC CONDUIT FROM J01 TO V01.
-INSTALL ± 110' OF 1-4" DB-120 PVC CONDUIT FROM J01 TO V02.
-REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL OF THE CONDUITS.
JOB SITE READINESS.
-JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO
CONSTRUCTION DATE.
-ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL
MUNICIPALITY.
-ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5
BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE.
-REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT
ALL TIMES.
-REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING.
- IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED.
-PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT.
-IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A
MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS .
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#:
V02
316322-165908
1000kVA
6262250
'B'
'A'
CUSTOMER OWNED & MAINTAINED WIRE
METER
ROOM
___
___
___
W/ 2.37 CUBIC YARD OF SOIL DISPLACEMENT
W/ 2.37 CUBIC YARD OF SOIL DISPLACEMENT
MFP20000542
POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
J
11' X 11' WORK PIT
CUSTOMER SUPPLIED
2/3 CUBIC YARDS OF 6” CRUSHED ROCK
CUSTOMER SUPPLIED
316303-165892
90°
R=60"55'316322-165908
1000 kVA 120/208V (ABC) (3x333)
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 100'
IN CUSTOMER PROVIDED TRENCH
PSE PROVIDED AND INSTALLED
90°
R=60"
30'
30'
40'
316321-165893
50 kVA 120/240V (C)
CUSTOMER SUPPLIED
2' X 8' RECEIVING PIT
CUSTOMER SUPPLIED
2' X 8' BORE PIT
'A''B'316305-165895 T2/24
SW# T82901 (100T)
SLAG9098
1 CUBIC YARD 5/8" CRUSHED ROCK
CUSTOMER SUPPLIED
4' X 4' WORK PIT
CUSTOMER SUPPLIED
1-4" DB120 CONTINUOUS CONDUIT ± 30'
IN CUSTOMER PROVIDED TRENCH
PSE PROVIDED AND INSTALLED
9' X 11' WORK PIT
CUSTOMER SUPPLIED 1 CUBIC YARD 5/8" CRUSHED ROCK
CUSTOMER SUPPLIED
4' X 4' WORK PIT
CUSTOMER SUPPLIED
90°
R=60"
1-4" RED POLY CONTINUOUS CONDUIT ± 40'
PSE PROVIDED AND INSTALLED
1 CUBIC YARD 5/8" CRUSHED ROCK
CUSTOMER SUPPLIED
1-4" SCH'L 80 CONTINUOUS PVC CONDUIT ± 100'
IN CUSTOMER PROVIDED TRENCH
PSE PROVIDED AND INSTALLED
J
11' X 11' WORK PIT
CUSTOMER SUPPLIED
2/3 CUBIC YARDS OF 6” CRUSHED ROCK
CUSTOMER SUPPLIED
316303-165892
90°
R=60"55'316322-165908
1000 kVA 120/208V (ABC) (3x333)
90°
R=60"
30'
30'
40'
CONSTRUCTED IN PHASE 1
316321-165893
50 kVA 120/240V (C)
316305-165895 T2/24
SW# T82901 (100T)
SLAG9098
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 130'
(AØEIB171)
(BØEIB172)
(CØEIB173)
PSE INST. 1-RUN 3Ø 1/0 UG JKT CABLE ± 140'
(AØEIB175)
(BØEIB176)
(CØEIB177)
PSE INST. 1-RUN 1Ø 1/0 UG JKT CABLE ± 130'
(CØEIB174)
90°
R=60"
316305-165895 T2/24
SW# T82901 (100T)
SLAG9098
18'
FOG LINE
EOP
FOG LINE
EOP
8'11'14'
4.74 CUBIC YARD OF SOIL DISPLACEMENT TOTAL
6'7'
30'
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. Myer
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
K.GOUESSE 253-254-2896 10/3/2019
K. GOUESSE 253-254-2896 10/3/2019
A.DEREMIAH 206-247-1049 10/7/2019
RW-115808 RENTON
WEATHERLY INN RENTON - PHASE 2
SET 3Ø J-BOX & 3Ø TRF, 3Ø PRIM L/E & CONNECT COMMERCIAL SVC
4500 TALBOT RD S, RENTON, WA 98055
N/A N/A
N/A 105093379
AS NOTED 2 OF 3
KING N/A N/A CSPSKEIN
NE 31-23N-05E N/A N/A
2305E121 230E124 2305E121 NOP-26
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A 105093379THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
PRIMARY CABLE & CONDUIT TABLE
LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE
FROM TO SIZE
(IN)QTY.
DESIGN
LENGTH
(FT)
BENDS PULL
(LBS)
PULL
REV
(LBS)
CABLE SIZE
DESIGN
LENGTH
(FT)
PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED
90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE
P02 'A'4 1 35 1 -----3Ø 1/0AL JKT 45 X X X -
'A''B'4 1 40 ----3Ø 1/0AL JKT 40
'B'J01 4 1 30 2 ---3Ø 1/0AL JKT 45
J01 V01 4 1 100 2 -----1Ø 1/0AL JKT 130 X
J01 V02 4 1 100 4 -----3Ø 1/0AL JKT 140 X X X
4" PVC (FT) & BENDS =3 0 0 0 1/0 AL JKT TOTAL (FT) =820'
VAULT & EQUIPMENT TABLE
SITE #GRID #VAULT SIZE & COVER
TYPE & SIZE EQUIPMENT
IN VAULT
PRIMARY
BUSHINGS TRANSFORMER ID NUMBERS
(COMPANY ID)
AS-BUILT INFORMATION
LB DC FOREMAN: INCLUDE PHASE TAPPED
J01 316316- 165892
4'8"x7'x5'8"
PM HH
MAT ID: 9996162
--
V02 316322 - 165908
7'x7'x4'
PM HH
MAT ID: 7917900
25KVA MP TRF
120/208
MAT ID: 6258350
WIRE REMOVAL TABLE
LOCATION
Wire Size & Type
PRI/
NEUT
Quantity
Length Per
Conductor
REMARKS
FROM TO
P01 V01 1/0 SOL AL PRIM 1 278'-
NEW CABLE DIAGRAM
NOT TO SCALE
NEW CONDUIT DIAGRAM
NOT TO SCALE
S
CL
N
NOT TO SCALE
CROSS SECTION - TALBOT RD S
LOOKING EAST
PARTIAL PLAN DETAIL
SCALE: 1" = 20'
MFP20000542
ASPLUNDH CONSTRUCTION CORP. - QA/QC T. Myer
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
K.GOUESSE 253-254-2896 10/3/2019
K. GOUESSE 253-254-2896 10/3/2019
A.DEREMIAH 206-247-1049 10/7/2019
RW-115808 RENTON
WEATHERLY INN RENTON - PHASE 2
SET 3Ø J-BOX & 3Ø TRF, 3Ø PRIM L/E & CONNECT COMMERCIAL SVC
4500 TALBOT RD S, RENTON, WA 98055
N/A N/A
N/A 105093379
AS NOTED 3 OF 3
KING N/A N/A CSPSKEIN
NE 31-23N-05E N/A N/A
2305E121 230E124 2305E121 NOP-26
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A 105093379THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
Communications
Primary Power
Cables or Conduit
Excavated Dirt Pile
ROADSIDE
Final Grade
24" Min
12" Min
Separation
36"
Min
Cover
48"
Max
Backfill
(No rocks over 10" diameter)
Separation
12" Min
Gas
4" Sand Bedding
32" Typical
(Power, Gas, and
Communications)
JOINT TRENCH DETAIL
Primary-Mainline Gas & Communications (NTS)
Separation
12" Min
6" or 12" Min Sand Shading after Compaction
- A 6" layer of sand 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 is required when excavated native material contains rocks up to 10" in diameter.
TV & TEL Electric Service Cable in Conduit
3" Schedule 40 Grey PVC
Excavated Dirt Pile
Final Grade
24" Min
Backfill for Conduit
Free of rocks
larger than 8"
in diameter
Separation
12" Min
in Conduit
Schedule 40 White PVC
Gas Service Line
32" Typical
(Power, Gas,
Phone & Cable)
Separation
12" Min
12" Min
Separation
36" MINIMUM COVER
IN RIGHT OF WAY
JOINT TRENCH DETAIL
Joint Service Line in Conduit (NTS)
To Excavated Dirt Pile
Backfill for In Conduit - The backfill layer shall be soil that is free from construction debris,
glass, sharp rocks, frozen clods, and rocks larger than 8" in diameter.
VAULT & EXCAVATION DETAIL
Not to scale 6045.1000
TOP VIEW
SIDE
VIEW
EXCAVATION:
4-2/3 CUBIC YARDS
Rock
Crushed
6"
3'-6"
2"
6'
6'
48"42"
36"
38"
42"
Struts
FRONT
FRONTCOOLING
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
2"
Excavation - 24 cubic yards
6'-4"Crushed
6"
Rock
TOP VIEW
9'
11'
7'-0"
4'-0"
1'
4'-8"
42" Diameter
Access Hole
1'
SIDE VIEW
6051.1500Not to scale
VAULT & EXCAVATION DETAIL
FLOW DIRECTION
LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,
SECURE WITH PEA GRAVEL BAGS
6'
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
SILT FENCE DETAIL
Not to Scale
Standoff Bracket
15" Min Length
Conduit Clamp
ConduitField FaceQuadrantClimbing
Space
Road FaceQuadrantClimbing
Space
5
"
M
i
n CLLC Direction of Vehicular TrafficUNDERGROUND
CABLE CONDUITS
TO THIS QUADRANT
TOP VIEW
CONDUIT RISER PLACEMENT DETAIL
SCALE: NONE
10'
10'
APPROVED
TRANSFORMER
AREA
10'
TRANSFORMER CLEARANCES FROM COMBUSTIBLE SURFACESCOMBUSTIBLE BUILDING WALLS AND ROOFUTILITY POLE EROSION CONTROL DETAIL
TOP VIEW
DRY DRAINAGE DITCH or DRY VEGETATED SITE
SLOPE
Place gravel bags for
Sediment Trap
Place straw mulch
on disturbed areaExcavated or
Augered Hole
Pole
SLOPE
Not to scale Drainage ditches or Dry vegetated sites
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
Will maintain 36" Min. depth while directional drilling
36" Min
Depth
Final Grade
TYPICAL BORE COVER
TYPICAL BORE NOTE
CALL (800) 424-5555 UTILITY NOTIFICATION CENTER A MINIMUM OF 2
BUSINESS DAYS BEFORE BEGINNING ANY EXCAVATION TO PREVENT
DAMAGE TO UNDERGROUND FACILITIES & AVOID BODILY INJURY.
PSE/POTELCO REPRESENTIVE MUST BE ONSITE FOR DURATION OF BORE
POTHOLING IS REQUIRED PRIOR TO BORE. ALL OTHER UTILITIES SHALL
HAVE THEIR ALIGNMENTS AND PROFILES MAPPED. BORING
CONTRACTOR SHALL PREPARE A PROPOSED BORING ALIGNMENT AND
PROFILE ON SITE AND PROVIDE IT TO THE PSE/POTELCO
REPRESENTATIVE FOR APPROVAL BEFORE COMMENCING ANY WORK
BORING CONTRACTOR SHALL USE CONDUIT AND MATERIALS
PROVIDED ONLY BY PSE/POTELCO WHEN OPERATING IN PUBLIC RIGHT
OF WAY
NEW CONDUIT SHALL BE INSTALLED PER PSE STANDARDS AND ADHERE
TO ALL JURISCITION REQUIREMENTS. NEW CONDUIT SHALL BE
INSTALLED AT 36" MINIMUM COVERAGE. LOCAL JURISIDICTIONS MAY
HAVE DIFFERENT REQUIREMENTS FOR MINIMUM COVERAGE IN PUBLIC
RIGHT OF WAY.
NEW CONDUIT SHALL MAINTAIN MINIMUM 1-FOOT VERTICAL
CLEARANCE BETWEEN OUTER SURFACES OF EXISTING UTILITIES AND
STRUCTRES. IT SHALL ALSO MAINTAIN A MINIMUM 5-FOOT
HORIZONTAL SEPARATION OF WATER MAIN, STORM DRAIN AND 5-FOOT
OF SEWER STRUCTURE. LOCAL JURSIDICTION MAY REQUIRE A
DIFFERENT MINIUM SEPARATION.
MFP20000542