HomeMy WebLinkAboutMFP21004378.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP21004378
IVR Number: 21004378
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:09/09/2021Application Date:7564600270Parcel Number: 207 GARDEN AVE N, LOT
Permit Type:09/30/2021Issue Date:Franchise
Permit Work Class:09/30/2022Expiration Date:Minor Utility
Job Number: 101141675Franchise Type:Electric
Description: Puget Sound Energy Electric To bore approximately 52' from property line to 2'X2' receiving pit on opposite side of
road. Trench approximately 10' north to pole location and leave 4'X4' work pit. Install SCH 80 conduit in trench. Crew
to remove and replace BO pole P01 (318008 166223) and install new OH UG riser at P01 and install new service.
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: (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
ELVES RYEN+SCHAFFER MELISSA 122 WELLS AVE S
RENTON , WA 98057
Owner
Corrie Rydberg
Puget Sound Energy
6905 S 228TH St
KENT, WA 98032
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 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
101141675
207 Garden Ave N
Monday Friday 8:00am 3:00pm
PLEASE SEE ATTACHED
POTELCO, INC 425 892 0416
Matthew Fode matthew.fode@pse.com
6905 S. 228TH ST KENT, WA 98032
MFP21004378
Scott Warlick CED 9/30/2021
Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document.
Page 2 of 2 | Published: 1ϭ/Ϯϱ/2019
APPLICANT AGREES TO ALL THE FOLLOWING:
x TCP must be approved prior to commencing the work, and all permit conditions shall be met.
x Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner
at a time, with the least possible inconvenience or delay to pedestrians.
x Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or
slippery road conditions during work and non-work hours.
x The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of
traffic. This includes set up within the traveled way or immediately adjacent to the roadway.
x Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures.
x Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including
public transit, to be affected by a temporary lane or road closure.
x TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on
Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT)
and all traffic regulations of the City of Renton and Revised Code of Washington (RCW).
x Any lane or street closures not in conformance with the approved traffic control plan and/or without
notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or
Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State
and City codes.
x Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all
costs of defense and attorney’s fees incurred in defending against same, arising from and related to
implementation of the approved traffic control plans including claims arising from towing of private vehicles
and the acts of the Applicant’s agents and employees.
x The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and
in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s
reasonable attorney’s fees and litigation costs incurred resulting from such claim.
x In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay
for legal counsel chosen by the City to defend against same.
x Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or
pedestrian safety or travel.
x Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.
x Approved Temporary TCP must be at the work site during work hours.
x Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or
walkway is impeded to safely redirect pedestrians around a work zone.
x Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a
company logo or any legally acceptable sign showing the company name, address, and telephone number at a
conspicuous place on the vehicle or equipment.
In the case of Temporary No Parking Zones, all the following apply in addition to previous:
x Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations
for vacate parking or curb lane usage.
x Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block
seventy-two (72) hours in advance of effective date and time.
x The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site.
x Temporary traffic control devices must be removed immediately when work is done or no construction
activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance
shop (3555 NE 2nd Street; 425-430-7423).
_______________________________ _______________________________ _______________________
Applicant’s Signature Print Name Date
CORRIE RYDBERG
207 Garden Ave N
Renton
WA 98057
USA
W20-7AROAD
WORK
AHEAD W20-1W20-4ONE LANEROADAHEAD100'100'100'STOP
FLAGGER
STOP
FLAGGER
STOP
FLAGGERW20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEADW20-7AROADWORKAHEADW20-1
W20-4ONE LANEROADAHEADP01
2020
THE CREW SHALL CEASE
WORK FOR A FLAGGER/SPOTTER
TO ESCORT PEDESTRIANS
AROUND THE WORK AREA
1515SBNBS/WCLOSEDR9-9CROSS HERE
SIDEWALK CLOSEDAHEAD
STOP
FLAGGER
FLAGGERS WILL ASSIST
PEDESTRIANS TO
CROSS STREETCROSS HERESIDEWALK CLOSEDAHEADPLACE SIGN AT THE
SE CORNER (CROSSWALK)
AT N 3RD ST.maintain 12' minGARDEN AVE NGARDEN AVE NNE 2ND ST NE 2ND ST
NE 3RD ST
PLACE SIGNS BOTHSIDES OF WORK AREAFROM TO
TOW AWAY AREA
PHONE 888-9999
INFRASOURCE LLC 000 0000000
NO PARKING
NO-PARK
PLACE SIGNS BOTHSIDES OF WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK100'100'100'
100'100'100'
WORK PIT
28" TRAFFIC CONE
LEGEND
TRAFFIC FLOW
SIGN LOCATION
FLAGGER
STOP
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
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
TEMPORARY TRAFFIC CONTROL PLAN
N
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
08/06/2021
101141675
0
207 GARDEN AVE N, RENTON, WA
MATLOCK HIGHBARGER
808-375-4152
MATLOCK.HIGHBARGER@PSE.COM
1 OF 1
Puget Sound Energy
Traffic Control Supervisor:
Gregory Harwood
Card No. 012238
Card Exp. 09/30/2023
gregory.harwood@pse.com
(425)424-6425
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.
MFP21004378
225226
227
223
217
1218
215
211
1210
1206
220
215
211
216
210
223
203
204
200
1300
1311207 GARDEN AVE NN 2ND ST
207
DWY
318008-166223
25kVA 120/240v (A)
318017-166223
37.5kVA 120/240v (A)
318020-166217
317999-166222
X554 (65T)
317999-166234
25kVA 120/240v (B)
N 2ND ST
317993-166216 317988-166223
ROW
60'
ROW
60'
ROW
60'#2ACSRCBA#2ACSRCBA#2ACSR CBA#2ACSRCBA "A"
317993-166201
1x50kVA 120/240v (C)
1x25kVA 120/240v (A)
207
DWY
ROW
60'
"A"
2'
48'
2'
10'
40'SIDEWALKGARDEN AVE NSIDEWALK317999-166222
X554 (65T)
318008-166223
25kVA 120/240v (A)
4'
10'
11'
12'
2'
38'
SITE PLAN
POWER GENERAL NOTES - RESIDENTIAL PROJECT
N
Vicinity Map
47.48511, -122.20079
Owner / Developer Contact Info
officeATTN:
RYEN ELVES
122 WELLS AVE S,
RENTON, WA 98057
DARRYL ELVES 360-981-3292
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.
CIRCUIT LOADING TABLE
AS OF
EXIST. PEAK LOAD
EST. NEW LOAD
TOTAL
CIRCUIT:
A PHASE B PHASE C PHASE
PCR-14
06/20
92.00 124.00 74.00
0.00 1.89 0.00
92.00 124.00 74.00
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.
10.
7.
6.
5.
4.
3.
2.
1.All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from
this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy.
All switching arrangements and/or outage arrangements are to be made with the Project Manager at least
three (3) working days in advance.
Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing
work to get the underground facilities located.
STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk,
etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager.
SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction
materials which would restrict construction and/or equipment access, before work can begin.
Roads shall be paved or have a compacted , crushed rock base in place.
CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from
combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard
posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water,
storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them.
All work is to be done in accordance with local municipal and county permit requirements as applicable.
Inclement weather conditions may cause delays in construction times and dates.
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.
8.
9.
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:MATTHEW FODE
425-873-4842
MATTEW.FODE@PSE.COM
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
SCALE: 1" = 50'101141675THIS 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)
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
M. FODE 425-873-4842 02/23/21
M. FODE 425-873-4842 02/23/21
M. FODE 425-873-4842 02/23/21
N/A RENTON
ELVES
BO POLE REPLACEMENT, PERM OH-UG SVC
207 GARDEN AVE N, RENTON, WA 98057
N/A N/A
N/A 101141675
AS NOTED 1 OF 2
KING N/A N/A CSPSKEPM
NW-17-23-5 N/A N/A
2305E066 2305E040 2305E066NE PCR-14
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
00 1"2"
00 50'100'
CIRCUIT FEET ADDED:
SQ. FOOTAGE:
PANEL SIZE:
HEAT TYPE:
EST. DEMAND:
LRC:
% V. DROP:
% FLICKER:
0'
1,675 SQ FT
320A
ELECTRIC
12.9kW
80A
2.6%
2.7%
SITE SPECIFIC NOTES
AT P01: 318008-166223
-EXISTING 1984 40' TO BE TOPPED AT COMM LEVEL
-INSTALL (1) NEW 45' CL-2 DISTRIBUTION POLE PER STD 6010.1000 (PD453)
-INSTALL (1) 12kV 3-Ø TANGENT PTP PER STD 6033.1010 (TAN312)
-INSTALL (1) 4" RIGID CLEVIS, NEUTRAL IN COMMON POSITION STD 6015.1000 (INDNRC)
-TRANSFER EXISTING 25 kVA OH TRF TO NEW POLE
-TRANSFER OH #2 ACSR PRI & NEUTRAL TO NEW POLE
-TRANSFER EXISTING OH SEC TO P02 TO NEW POLE
-TRANSFER EXISTING OH SVC TO NEW POLE
-COMMUNICATIONS TO TRANSFER
-INSTALL (1) 3" SEC RISER ON EXISTING STANDOFF BRACKETS PER STD 6042.1000 (RIS3CSS)
± 30' ___' ACTUAL
AT P02: 317999-166222
-EXISTING 1960 45' CL-UNK POLE TO REMAIN
AT M01: NEW METER BASE
-POTELCO TO SET 200A METER
-PSE METER DEPARTMENT TO SET 320A METER AT A LATER DATE
SPAN SPECIFIC NOTES
P01 TO M01
-INSTALL 1-RUN 4/0 UG TPX, ± 140’ ___' ACTUAL
PROJECT SCOPE
BO POLE REPLACEMENT. INSTALL NEW RISER AT P01. INSTALL NEW OH TO UG SERVICE
FROM P01 TO M01
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.
-CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO
CONSTRUCTION.
-PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION
WORK IN RIGHT OF WAY.
-EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY.
VAULTS & WORK PITS.
-REQUIRED TO PROVIDE 4' X 4' WORK PIT & 1 CUBIC YARD 5/8" CRUSHED ROCK AT P01
-REQUIRED TO PROVIDE 4’ X 4’ WORK PIT & 3/4 CUBIC YARD OF SAND AT M01
TRENCHING & CONDUIT.
-INSTALL ± 70' OF 1-3" SCH'L 80 GREY PVC CONDUIT FROM P01 TO PROPERTY LINE.
-INSTALL ± 20' OF 1-3" SCH'L 40 GREY PVC CONDUIT FROM PROPERTY LINE TO M01.
-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 .
GAS
PHONE
CABLE TV
PROJECT PHASE
PWR
NOTIF#ORDER#
508090948
511633907
104333593
593238504
108130834
101141675
Perm Service
OH Misc
B.O. Pole removal
Superior
PCR
14
PCR
14
PCR
14
JOB SITE
Will maintain 36" Min. depth while directional drilling
36" Min
Depth
Final Grade
TYPICAL BORE COVER
BORING TABLE
LOCATION POWER Length
Remarks (type of crossing)
SIZE Type Qty
(Primary, Feeder, Secondary, St.
FROM TO (in)sched each (ft)Light, Gas Only, etc.)
M01 A 3 80 1 80 SECONDARY
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.
POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS
SITE
#
POLE DATA POLE
TEL TV FIBER TRAN RMVD ID NUMBER
GRID #HEIGHT CLASS YEAR TOPPED RMVD
P01 318008-166223 40 UNK 1984
POLE TABLE (NEW)
Site
#
Pole Data
Grid #Height Class Year Remarks / Location Ref.
P01 318008-166223 45 2 2021 PSE Equip #
SITE PLAN
SCALE: 1" = 50'
E60' ROW
CL
W
NOT TO SCALE
CROSS SECTION - GARDEN AVE N
LOOKING NORTH
MFP21004378
RESTORATION PER CITY OF RENTON STANDARDS
POTHOLE ALL EXISTING UTILITIES
318008-166223
25kVA 120/240v (A)90°
R=48"
22.5°
R=24"
4' X 4' WORK PIT
CUSTOMER SUPPLIED
3/4" CUBIC YARD SAND
CUSTOMER SUPPLIED
1 CUBIC YARD 5/8" CRUSHED ROCK
CUSTOMER SUPPLIED
20'
50'
30'
PSE INST. 1-RUN 4/0 UG TPX ± 140'
CUSTOMER SUPPLIED & INSTALLED1-3" SCH'L 80 DISCONTINUOUS PVC CONDUIT ± 70'
CUSTOMER SUPPLIED & INSTALLED1-3" SCH'L 40 DISCONTINUOUS PVC CONDUIT ± 30'
4' X 4' WORK PIT
CUSTOMER SUPPLIED
"A"2' X 2' WORK PIT
CUSTOMER SUPPLIED
OVERHEAD CIRCUIT MAP
SCALE: 6" = 1 MILE 101141675THIS 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)
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
M. FODE 425-873-4842 02/23/21
M. FODE 425-873-4842 02/23/21
M. FODE 425-873-4842 02/23/21
N/A RENTON
ELVES
BO POLE REPLACEMENT, PERM OH-UG SVC
207 GARDEN AVE N, RENTON, WA 98057
N/A N/A
N/A 101141675
AS NOTED 2 OF 2
KING N/A N/A CSPSKEPM
NW-17-23-5 N/A N/A
2305E066 2305E040 2305E066NE PCR-14
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
NEW CABLE & CONDUIT DIAGRAM
NOT TO SCALE
FLOW DIRECTION
LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,
SECURE WITH PEA GRAVEL BAGS.
6'
3'
8"
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
SILT FENCE DETAIL
Not to Scale 0150.3200
METER DETAIL @ M01
SCALE: NONE
32"
Typical
24"
Min
24"-36"
4'Top View
Electric & Joint Utility
Work Pit Dimensions
36"
Min
Drainage Pipe
12" Minimum Clearance
from Gas Service Lines
Conduit Depth
24" to 36" Max
Regulator
Gas MeterAssembly
48"
4'8"
Service (Permanent Detail:)
Not to Scale
ConduitEndsClosed
4'8"
24" Min
36" Typical
3'
To Trench
Property Line
Conduit Stakes
Customer Provided
3" Schedule 40 Grey PVC
Power Cable Conduit
Customer Provided
Gas Service Line Conduit
3" Conduit Service Riser
Customer Provided
Elec. Mtr Base
Elec Mtr
utility provided
Gas Meter
Relief Vent
Building Wall
Elec. Mtr
Vent
Utility
Provided
Seal
24"-36"
UTILITY POLE EROSION CONTROL DETAIL
TOP VIEW
DRY DRAINAGE DITCH or DRY VEGETATED SITE
SLOPE
Place gravel bags for
Sediment Trap
Place straw mulch
on disturbed areaExcavated or
Augered Hole
Pole
SLOPE
Not to scale Drainage ditches or Dry vegetated sites TV & TEL Electric Service Cable in Conduit
3" Schedule 40 Grey PVC
Excavated Dirt Pile
Final Grade
24" Min
24" Min
to
36" Max
Cover Separation
12" Min
20" Min
JOINT TRENCH DETAIL
Electric Service Cable in Conduit (NTS)
To Excavated Dirt Pile
36" MINIMUM COVER
IN RIGHT OF WAY
Backfill for Conduit
Free of rocks
larger than 8"
in diameter)
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.
Field Face
Quadrant
Road Face
Quadrant
Climbing
Space
5" MinCL
Direction of Vehicular TrafficCL
TOP VIEW
CONDUIT RISER PLACEMENT DETAIL (P01)
SCALE: NONE
JOB SITE