HomeMy WebLinkAboutMFP20005056.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP20005056
IVR Number: 20005056
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:11/02/2020Application Date:7227801690Parcel Number: 2800 NE 12TH ST
Permit Type:02/08/2022Issue Date:Franchise
Permit Work Class:02/08/2023Expiration Date:Minor Utility
Job Number: 101131608
Description: Puget Sound Energy Electric Truck Setup and temporary lane closure (Eastbound Direction) for Removal and
Relocation of P01 (318672 166703) along NE 13TH ST. New pole (P1A) to be relocated approx. 21ft WEST, outside of
proposed driveway. OH services to be transferred to P1A along with the installation of (2) 3" secondary risers. See
detail “A” for approx. location.
RESTORATION PER CITY OF RENTON STANDARDS.
Contacts
Name Address PhoneTypeBilling
Corrie Rydberg
Puget Sound Energy
6905 S 228TH St
KENT, WA 98032
C: (253) 905-5031ApplicantX
Carli Bunkelman
PSE/POTELCO - Billing
6905 S 228th St
Kent, WA 98032
B: (253) 437-6708Contractor
Business License Number: 5109Construction Contractor: POTELI*227PL
GREYSTOKE LLC 720 N 10TH ST #A-282
RENTON , WA 98057
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
4
4
4
4
4
4
4
4
4
4
4
101131608
2800 NE 12TH STREET
Monday Friday 8:00am 3:00pm
PLEASE SEE ATTACHED
POTELCO, INC 425 892 0416
Randy Blackie randy.blackie@PSE.COM
6905 S. 228TH ST KENT, WA 98032
MFP20005056
Scott Warlick CED 2/8/2022
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
CORRIE RYDBERG 11/2/2020
2800 NE 12th St
Renton
WA 98056
USABUSSTOPHARRINGTON AVE NEHARRINGTON AVE NENE 13
T
H
S
T INDEX AVE NE1212
12121010
1010
PLACE SIGNS
BOTH SIDES OF
WORK AREA
FROMTOTOW AWAY AREAPHONE 888-9999
INFRASOURCE
LLC
00
0
0000000NO PARKINGNO-PAR
K FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKW20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROAD
WORK
AHEAD W20-1W20-4ONE LANEROADAHEAD
100'100'100'191919191018
Resident(s) will be informed
of temporary driveway
closure
Emergency vehicles will be
allowed to pass construction
zone.
P01P01A RELOCATENEW
ROADWORKAHEADW20-1
350'
350'ROADWORKAHEADW20-1100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'STOP
FLAGGER
STOP
FLAGGER
STOP
FLAGGER
N
TEMPORARY TRAFFIC CONTROL PLAN PSE PUGETSOUNDENERGY
-OB101131608
2800 NE 12th St Renton, WA
1021/2020
Yuriy.Bashtovoy@pse.com
(425) 424-6603
SHEET 1 of 1
Puget Sound Energy
Traffic Control Supervisor:
Yuriy S. Bashtovoy
Card No. 011687
Card Exp. 06/30/2022
Yuriy.Bashtovoy@pse.com
(425)424-6603
PRINT ON 11 X 17
SHEETS ONLY
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 30" x 30" 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.
CHANNELIZATION
DEVICE SPACING
MPH
55/70
35/45
25/30
TAPER
40
30
20
TANGENT
80
60
40
55 +
60/65
45/55
35/40
30
25
SIGN SPACING
"X"
800
500'
350'
200'
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
WORK PIT
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
0'60'30'
MFP20005056
NE 12TH ST
HARRINGTON AVE NEHARRINGTON AVE NE#6CUA #6CURELOCATE
FEED HIG
13
1308
FUTURE
28 HUNDRED
PLAT
2812
28011170
2800
2810
2811
2821
2831
RELOCATE60'
29'
A
50'
NE 13
T
H
S
T
SEE DETAIL "A"
SEE DETAIL "B"
FEED
HIG
13
50'
NEW
NE 12TH ST
2812
7'
25'
NEW
1" = 50'
N
Vicinity Map
47.5038, -122.1819
Owner / Developer Contact Info
officeATTN:
GREYSTOKE, LLC
2325 NE 28TH STREET
RENTON, WA 98056
JIM HOWTON 425.985.2024
THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES
CALL (800) 424-5555
2 BUSINESS DAYS BEFORE YOU DIG
For contacts below dial 1-888-CALL PSE (225-5773)
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
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.
FOREMAN (CHECK BOX WHEN COMPLETED)
PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.
Grid, Cable, and Switch numbers INSTALLED & VERIFIED.
Field Changes RED-LINED on As-built.
Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.
Foreman's Signature _______________________________________________
Print Name ___________________________________ Date ______________
Material VERIFIED and CHANGES noted on Paperwork.
Total PRIMARY Cable noted on As-built.
Company ID#'s RECORDED in correct location on As-built.
Deviations noted on the As-built and their reason.
I certify that the work performed meets PSE's standards and procedures
and that all quality requirements are met.
GAS
PHONE
CABLE TV
509721521 101131608
N/A 108123022
N/A
584045653
N/A
593223698
N/A
594136972
N/A N/A
N/A N/A
N/A N/A
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
Removal
UG Xfmr Removal
OH Misc
UG Misc
Distribution
Service Stubs
HP Svc/MSA 101131608 N/A
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
L. BROWN 425.417.8620 09.20.20
S. JOHNSON 425.375.4185 09.11.20
N/A .N/A
S. JOHNSON . 09.11.20
REDT # (RW-115276)CITY OF RENTON
28 HUNDRED
RELOCATE (1) POLE & (1) TRANSFORMER
2800 NE 12TH STREET, RENTON, WA 98056
PUGET SOUND ENERGY
N/A N/A
N/A 101131608
AS SHOWN 1 OF 2
KING N/A N/A QCSOKE
04SW-T23N-R05E N/A N/A
2305E015 2305E040 2305E015 HIG-13
COMCAST
JIM COHN
800.934.6489
CENTURYLINK
AMY ALLISTON
206.794.8534
RIGHT OF WAY
AMBER YANG
425.456.2774
.
.
.
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:LEE BROWN
425.417.8620
lee.brown@pse.com
SITE PLAN
x
xx
RETIREMENT POLE TABLE
SITE
#
POLE DATA POLE TRANSFERS REMARKS
GRID # HEIGHT CLASS YEAR
XFMR CO.
ID#TOPPED RMVD TEL TV FIBER ST. LIGHT (ADDITIONAL INFORMATION)
P01 318672
166703 35' 3 2017 COMCAST
10.20.21 S.J.NEW RELO FOR POLE & STLT SVC
01.21.22 S.J.NEW RELO FOR POLE & SEC SVC
...
POLE TABLE (NEW)
Site
#
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P1A 318677-166694 35 3 2022 PSE Equip #
x
PSE GENERAL SPECIFICATIONS
GENERAL
-ALL WORK IS TO BE COMPLETED PER PSE STANDARDS & PRACTICES. COPIES OF ALL PSE
STANDARDS ARE AVAILABLE UPON REQUEST.
-WORK SITES SHALL BE KEPT CLEAR OF DEBRIS AND ALL CONSTRUCTION MATERIALS; EQUIPMENT
AND PACKING SHALL BE REMOVED DAILY.
-RETURN ALL UNUSED AND REMOVED POLES, TRANSFORMERS AND HARDWARE TO PSE,
STOREROOM. ALL COPPER SHALL BE COILED AND RETURNED THE DAY IT IS REMOVED FROM THE
POLES. REMOVE ALL UNUSED PINS AND INSULATORS.
-RETURN ALL STREETLIGHTS, AREA LIGHTS AND FLOODLIGHTS TO SUMNER YARD.
PRE-CONSTRUCTION
-NOTIFY APPROPRIATE CITY, COUNTY OR DOT AUTHORITIES 48 TO 72 HOURS, OR AS REQUIRED BY
PERMITTING AGENCY, IN ADVANCE OF STARTING WORK IN RIGHT-OF-WAY INVOLVING A PERMIT.
-ALL SYSTEM SWITCHING SHALL BE APPROVED BY SYSTEM OPERATIONS (425-882-4652) A MINIMUM OF
48 HOURS IN ADVANCE.
-NOTIFY CUSTOMERS OF ALL OUTAGES 48 HOURS IN ADVANCE.
WORK DRAWINGS & DOCUMENTS
-PSE PROJECT MANAGER OR ENGINEER SHALL APPROVE FIELD DESIGN CHANGES.
-MARK ALL FIELD CHANGES, EQUIPMENT ID NUMBERS AND UNDERGROUND CABLE INFORMATION IN
RED ON FOREMAN'S COPY OF WORK SKETCH.
-RETURN ONE FOREMAN'S COPY OF WORK SKETCH TO PROJECT MANGER AT COMPLETION OF JOB.
-WHEN PERMITS ARE REQUIRED, A COPY OF THE PERMITS SHALL BE AVAILABLE ON WORK SITE AT
ALL TIMES.
SAFETY
-EFER TO PSE STANDARDS 6275.3000 FOR REQUIREMENTS ON SYSTEM GROUNDING
-REFER TO PSE STANDARDS 6275.9210, 6275.9230 AND 6275.9250 FOR PERSONAL PROTECTIVE
GROUNDING REQUIREMENTS.
-REFER TO PSE STANDARDS 6275.9150 FOR VEHICLE GROUNDING AND BARRICADING REQUIREMENTS.
-PROPER LINE CLEARANCES SHALL BE TAKEN AT THE BEGINNING, AND RELEASED AT THE END, OF
EACH WORKDAY, OR AS OTHERWISE INSTRUCTED BY THE SYSTEM OPERATOR.
-PROVIDE SIGNS, BARRICADES, AND TRAFFIC CONTROL IN CONFORMANCE WITH PERMIT
REGULATIONS.
-UTILIZE FLAGGING AND OTHER VEHICLE TRAFFIC CONTROL AS NECESSARY AND IN CONFORMANCE
WITH LOCAL TRAFFIC REGULATIONS.
-MAINTAIN TRAFFIC FLOW AS REQUIRED BY PERMITTING AGENCY.
JOINT FACILITIES
-COORDINATE WITH COMMUNICATION COMPANIES FOR TRANSFERS.
OVERHEAD CONSTRUCTION
POLES & STRUCTURES
-POLES ARE TO BE INSTALLED OR RELOCATED AS STAKED. UNLESS OTHERWISE NOTED, ALL POLE
LOCATION MEASUREMENTS ARE FROM THE CENTER OF THE POLE.
-ALL NEW POLES SET SHALL BE THE CLASS INDICATED ON THE SKETCH, OR BETTER. DO NOT SET A
LOWER CLASS POLE THAN SPECIFIED.
-INSTALL GROUND PLATE ASSEMBLY ON ALL NEW POLES. INSTALL SWITCH GROUND ASSEMBLY PER
STANDARD SPECIFICATION 6014.1000 AT NEW GANG OPERATED SWITCH LOCATIONS.
-INSTALL GRID NUMBERS ON ALL NEW AND EXISTING POLES AS SHOWN ON SKETCH.
-STRAIGHTEN EXISTING POLES AS INDICATED OR AS NECESSARY.
-TREAT ALL FIELD-DRILLED POLES WITH COPPER NAPHTHENATE WOOD PRESERVATIVE.
-REMOVE OLD POLES AFTER COMMUNICATION COMPANIES HAVE TRANSFERRED OFF AND RETURN TO
PSE STOREROOM. FILL AND CROWN POLE HOLES AND RESTORE THE AREA SIMILAR TO ADJACENT
LANDSCAPING.
CONDUCTORS & EQUIPMENT
-TRANSFER ALL OVERHEAD AND UNDERGROUND PRIMARY, SECONDARY AND SERVICE CONDUCTORS
AND GUYS TO NEW POLES SET, UNLESS OTHERWISE INDICATED ON THIS SKETCH.
-TRANSFER EXISTING TRANSFORMERS TO NEW POLES UNLESS OTHERWISE INDICATED ON THIS
SKETCH.
-USE STIRRUPS TO CONNECT ALL OVERHEAD AND UNDERGROUND PRIMARY TAPS, AND
TRANSFORMERS ABOVE 25 KVA. INSTALL AT ALL SITES BEING WORKED WITHIN THE SCOPE OF THE
PROJECT WHERE THEY ARE CURRENTLY MISSING.
-FOR 12VK CONSTRUCTION, INSTALL AVIAN PROTECTION WITH #4 CU-COVERED JUMPERS
(MID#9998076) AND #4 SD ALUMINUM COVERED TIE-WIRE (MID#8309760). FOR 34VK CONSTRUCTION
USE BARE WIRE PRIMARY JUMPERS WITH PRE-FORMED HELICAL-GRIP TIES AND AVIAN PROTECTION
DEVICES WHEN REQUIRED PER STD. 6015.2000. JUMPERS FOR POLES THAT ARE DOUBLE DEAD
ENDED WITH TREE WIRE CAN BE EITHER THE SAME SIZE TREE WIRE CONDUCTOR OR COVERED CU.
-APPLY GRIT INHIBITOR ON ALL AMPACT, STIRRUP, AND DEAD-END CONNECTIONS.
-CONNECT PRIMARY TAPS AND TRANSFORMERS TO SAME PHASE AS EXISTING UNLESS OTHERWISE
SHOWN ON THE DRAWING.
-ALL NEUTRAL CONNECTIONS TO BE MADE WITH SOLID COMPRESSION CONNECTORS. CONNECT ALL
POLE GROUNDS TO COMMON NEUTRAL.
-USE LOAD-INTERRUPTER CUTOUTS (WITH ARC SHIELDS) ON ALL PRIMARY OVERHEADS AND
UNDERGROUND TAPS WITH FUSED PROTECTION ABOVE 40T.
-INSTALL WILDLIFE PROTECTORS ON ALL TRANSFORMERS.
JIMHJIM1111@COMCAST.NET
DEVELOPER TO COORDINATE WITH PSE
PROJECT MANAGER & SERVICE PROVIDER
PRIOR TO EXCAVATING WITHIN 3' OF LOCATE
MARKS OF PSE ENERGIZED FACILITIES
SITE
SITE SPECIFIC NOTES
AT P01 (318672-166703) 35' CLASS 3, 2017
-POLE TO BE RELOCATED APPROX 14' EAST, OUTSIDE OF PROPOSED DRIVEWAY
-TRANSFER EXISTING STREETLIGHT AND TAG (SLAH5101) TO P1A
- REMOVE POLE AND ALL PSE EQUIPMENT
- RETAIN & REROUTE EXISTING SEC. MAIN & EXISTING SEC. SVC IN RISERS TO HH1
AT P1A
- INSTALL NEW 35' CL 3 POLE (PS353) 6010.1100 (DETAIL 'A')
- INSTALL (1) 2" SEC RISER ON NEW STANDOFF BRACKET (RIS2CSS) 6042.1000
- EXTEND RISER UP POLE AND PULL #6 CIC-DIAG WIRE FROM HH1 TO STREETLIGHT
- INSTALL GRID # 318677-166697
AT P02 (318671-166688) 40' CLASS UNK, 2015
- DISCONNECT EXISTING STREETLIGHT CIRCUIT ON P02 .
- WIRE NEW SEC #6TP TO STREETLIGHT ON P02 .
- SPAN #6 TPX FROM P02 TO P03
AT P03 (318688-166689) 40' CLASS 3, 1984
- INSTALL #6 TPX SEC WIRE FROM P02 TO P03.
- CONNECT NEW SEC #6TPX TO 25kVA TRANSFORMER.
AT IP1
- INTERCEPT, RETAIN & REROUTE EXISTING SEC. MAIN & EXISTING SEC. SVC IN
RISERS ON P01
TO HH1.
AT SP1
- SPLICE EXISTING DB SECONDARY CABLE FROM P01 & RE-ROUTE TO HH1
SPAN NOTES
P01 TO P02
REMOVE ±125' OF SECONDARY OH TPX FROM P01 T0 P02
REMOVED ( ') SECONDARY OH TPX
P02 TO P03
INSTALL ±165' OF SECONDARY OH #6TPX FROM P02 TO P03
INSTALL ( ') SECONDARY OH #6TPX
COORDINATE WITH PSE ON MAINTAINING
ELECTRIC SERVICE TO EXISTING CUSTOMERS
DURING ALL PHASES OF CONSTRUCTION
EX OVERHEAD CIRCUIT MAP 2305E040
SCALE: 6" = 1 MILE
SITE
EX UNDERGROUND CIRCUIT MAP 2305E015
NOT TO SCALE
SITE
1" = 20'
DETAIL 'A'
-N/A
Removed at site:
Grid Number:
kVA Rating:
Foreman to redline the following information
TRANSFORMER REMOVAL
Company ID#:
Primary phase connected to:
Tested Secondary Voltage
V01
318648-166704
50kVA
Developer Note:
The following Fault Current information MUST BE conveyed
to the builder of the units:
All units may require upgraded house electrical equipment as the
fault current at the meter base may exceed 10,000 amps.
FAULT CURRENT TABLE
1Ø PM TRANSFORMERS (240/120V)
120V WINDINGS 240V WINDINGS
LOCATION SIZE R/X
MIN.
%Z
FAULT
CURRENT
MIN.
%Z
FAULT
CURRENT
V1A 50kVA 0.5 2.33 26,700 AMPS 1.70 17,400 AMPS
CIRCUIT FEET ADDED: 10 FT
DEDICATED FACILITIES
SITE SPAN ADDITIONAL REMARKS LABOR UNITS
# FROM TO FOOTAGE
V1A --- REDUCED FLAMMABILITY -
TOTAL FT= -
SITE SPECIFIC NOTES CON'T
AT HH1
- INSTALL (1) 2" CONDUIT FROM HH1 TO P1A POLE 2" RISER .
- WIRE #6 CIC-DIAG TO (2 ) 3-POS CONNECTORS IN HH1 FOR
STREETLIGHT CIRCUIT
- CONNECT EXISTING SEC. MAIN & EXISTING SEC. SVC ROUTED
FROM P01
AT SP2
- INTERCEPT EXISTING 1/O DB PRIMARY CABLE BØ23647 &
RE-ROUTE TO V1A
- INSTALL 1/O PRIMARY CABLE SPLICE (SPL10J) 6041.2000
AT V01 (318648-166704)
- TRANSFER EXISTING GRID NUMBER AND PRIMARY CABLE
TAG FROM V01 TO V1A
- REMOVE EXISTING 50kVA XFMR
- REMOVE EXISTING VAULT
(2-23)
(2-24)
(2-20A)
(2-57)
(2-45)
(2-60)
R2
R2
MFP20005056
RESTORATION PER CITY OF RENTON STANDARDS
FEED
HIG
13
AØUNK
BØ23647
NEW 1/O AL
23647-BØ
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
L. BROWN 425.417.8620 09.20.20
S. JOHNSON 425.375.4185 09.11.20
N/A .N/A
S. JOHNSON . 09.11.20
REDT # (RW-115276)CITY OF RENTON
28 HUNDRED
RELOCATE (1) POLE & (1) TRANSFORMER
2800 NE 12TH STREET, RENTON, WA 98056
PUGET SOUND ENERGY
N/A N/A
N/A 101131608
N/A 2 OF 2
KING N/A N/A QCSOKE
04SW-T23N-R05E N/A N/A
2305E015 2305E040 2305E015 HIG-13
COMCAST
JIM COHN
800.934.6489
CENTURYLINK
AMY ALLISTON
206.794.8534
RIGHT OF WAY
AMBER YANG
425.456.2774
.
.
.
10.20.21 S.J.NEW RELO FOR POLE & STLT SVC
01.21.22 S.J.NEW RELO FOR POLE & SEC SVC
...
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)
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 LUBRICANT (Gal.)
90°45°22° 11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE EST. ACTUAL
V1A SP3 2 1 30 1 - - -34 35 1/0 AL JKT 35 -23647 -(2-36, 2-54)0.6
2" SCH80 PVC (FT) & BENDS =30 1 0 0 0 --TTL (Gal.) =0.6
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
V1A 318648
133704
42"x48"x38"
Unistrut HH
Matid: 7663001
50kVA RF MP
120/240
Matid: 9995529
1 1
MINU1SR 6045.1010 BØ (2-60)
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
DOOR
ACCESS
DOOR
REQUIRED
WORK SPACE
AREA
3' MIN
JOINT TRENCH DETAIL
NOT TO SCALE
ROAD SIDE
MINIPAD
MINIPAD
FIELD SIDE
VAULT
6" of crushed rock
(base for vault)
P/L
Power
Secondary
Power
Primary
Gas
12" Min Horizontal Separation
Communications
42" Min
21"1'
Feeder
38"
2"
4" Sand Bedding
12" Sand
Cover
36"
Cover
4" Sand Bedding
42"
6" Additional depth when
Feeder is required
PSE 10' FRONTAGE EASEMENT
1'
TRANSFORMER
Final
Backfill
Initial
Backfill
Trench Depth
42" - 48"
TYPICAL NOTCH-OUT FOR TRANSFORMER,
NOT TO SCALE
& SECONDARY PEDESTAL/HANDHOLE
BACK OF EASEMENT
STANDARD
EASEMENT
LINE
ROW
10'
PL
1'
4' - 5'
Min.
1'
7'7'
TRANSFORMER
(WHEN PRESENT)
JOINT TRENCH DETAIL
NOTES:
1. If the final backfill contains rocks greater than 8 inches in diameter, install 12 inches compacted sand shading across the full width of the trench. *
If the final backfill contains rocks 8 inches in diameter or smaller, install 6 inches compacted sand shading across the full width of the trench. *
2. Rocks greater than 10 inches diameter are not permitted in the final backfill.
3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the
side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line.
4. Utilities shall not be stacked over the gas line in the trench.
5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements.
6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies.
* Alternatives to full-width trench shading require PSE approval.
Primary & Secondary-Mainline Gas & Communications (NTS)
Primary
Dirt Pile
Final Grade
24" Min
36"
Min Cover
Over Power 48"
Max
Depth
Final Backfill
Gas
4" Sand Bedding
Property Line
intercept (depth varies).
SidewalkCurb
Location of roof drain
48" Typical
Width may vary per
Number of Utilities
and Conduits
6" or 12" Min Sand Shading
Over Gas after Compaction
12" Min
R/W or
Excavated
12" Typical
Power
Secondary
Power
TV & TEL
12" Min
12" Min
Separation
4,5
1,2
1
3
6
6" or 12" Min Sand Shading
Over Power after Compaction1
NOT TO SCALE
NEW CONDUIT DIAGRAM
SECONDARY 2"
SECONDARY 3"
PRIMARY 2"
CONDUIT LEGEND
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
FRONTVAULT DETAIL @ V1A
NOT TO SCALE
Oil-Filled Equipment Clearances per PSE Std 0700.1500
If the oil-filled equipment is adjacent to… Clearance
Requirement
Combustible walls or roof (including stucco).10 FT
Combustible walls using a reduced-flammability transformer. Gas
service meter relief vent.3 FT
Noncombustible walls, soffits, and roofs (including brick, concrete,
steel and stone) providing the side of the transformer facing the wall
does not have doors. Materials that pass UBC Std. 2-1 or ASTM
E136-79 are considered to be noncombustible.
3 FT
Generators, customer-owned transformers, fire sprinkler valves,
standpipes, and fire hydrants.6 FT
Doors, windows, vents, fire escapes, or other building openings.10 FT
The water's edge of a swimming pool or any body of water.15 FT
Facilities used to dispense or store LP, hazardous liquids, or fuel.20 FT
Individual domestic and irrigation wells. Clearance not required on
pole mounted transformers (pole placement still applies as stated in
6450.3000), TUT's installed in sealed vaults, 7200V single-phase
padmount transformers 50kva or less, and reduced flammability oil.
100 FT
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
UTILITY POLE EROSION CONTROL DETAIL
NOT TO SCALE Drainage ditches or Dry vegetated sites
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
SINGLE PHASE SECONDARY CONCRETE HANDHOLE - H1A, HH1
Not to scale 6050.2020-1
TOP VIEW
SIDE VIEW
2'-4"
EXCAVATION: 5-1/3 CUBIC YARDS
7'-0"
6'-0"
2"
2'-6"
Install PVC bell endsand grout into wall
2'-6"
Handhole
820 lbs
Conduits and conductors shall enter fromends of handhole through knockouts provided
Typical customer runservice conductors in duct
Steel Door
Seal conduitwith foam
6" Crushed rock
SECONDARY HH/PEDESTAL TABLE
Site
Pedestal
or
Handhole
Number of
Positions
Required
Remarks
H1A HANDHOLE 3 HH14350AS 6050.2020 (2-34)
HH1 HANDHOLE 3 HH14350AS 6050.2020 (2-34)
MINIMUM CLEARANCES FOR PSE EQUIPMENT
NOT TO SCALE
OIL-FILLED TRANSFORMER
TRANSFORMER
APPROVED
AREA
COMBUSTIBLE BUILDING WALLS & ROOF3'
3'
REDUCED FLAMMABILITY
3'
SECONDARY CABLE & CONDUIT TABLE
LOCATION
CABLE CONDUIT VOLTAGE ASBUILT INFORMATION
SIZE LENGTH SIZE LENGTH BENDS DROP FLICKER
Foreman - Complete
FROM TO
(1/O,4/O,350
)Design (ft) (in)
Design
(ft)90° 45°22° 11°(Percent) (Percent)Actual Amount Installed Cable Conduit
P1A HH1 #6 50 2 15 1 1 1.9 2.3 (2-36, 2-54A)
HH1 IP1 4/O 20 3 20 1 2.1 2.4
(2-36, 2-54A)
HH1 SP2 4/O 20 3 20 1 2.3 2.5 (2-36)
V1A H1A 350 15 3 15 2 1.5 1.6
(2-36, 2-54A)
#6 UG Triplex (ft) =50 2" SCH80 PVC & BENDS (ft)=15 1 1
4/O UG Triplex (ft) =40 3" SCH80 PVC & BENDS (ft)=55 4 0.4
350 UG Triplex (ft) =15
TOTAL QTS OF GLUE 0.4
ST. LT. CIC #6
R2