HomeMy WebLinkAboutMFP24003346.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24003346
IVR Number: 24003346
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:07/02/2024Application Date:3342700495Parcel Number: 1307 N 38TH ST
Permit Type:07/11/2024Issue Date:Franchise
Permit Work Class:07/11/2025Expiration Date:Minor Utility
Job Number: 101175006Franchise Type:Electric
Description: Puget Sound Energy Electric CREW TO PARK IN ROW AND CUSTOMER TO BORE ACROSS THE STREET AND
SIDEWALK IN ROW. CREW TO INSTALL UG SERVICE. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER
CITY OF RENTON STANDARDS.
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
1307 N 38th St
101175006
TONY CONTRERAS 206-637-3648
MFP24003346
Monday Friday 8:00am 3:00pm
Scott Warlick CED 7/11/2024
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
131313 13 N 38TH STPARK AVE N111113 13
10101414MEADOW AVE NN 38TH STPARK AVE N
HH1STOP
STOP
FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREARESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREW20-1ROAD
WORK
AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-1ROADWORKAHEADW20-1ROADWORKAHEADX'≥X'≥NSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVGreg Harwood(425) 424-6425gregory.harwood@pse.com1 OF 21308 N 38th St, Renton, WA0 51424012506/06/2024Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall 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 burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-6658LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYHAND-HELDCHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOP
WORK PITMFP24003346
131313 13 N 38TH STPARK AVE N111113 13
10101414MEADOW AVE NN 38TH STPARK AVE N
STOPSTOPRESIDENT(S) WILL BE INFORMED OFTEMPORARY DRIVEWAY CLOSUREW20-1ROAD
WORK
AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-7AW20-1ROADWORKAHEADW20-4ONE LANEROADAHEADX'≥X'≥X'≥FROM TO
TOW AWAY AREA
PHONE 684-5444
NAME OF FIRM XXX-XXX-XXXX
NO PARKINGPLACE SIGNS BOTHSIDES OF WORK AREAW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4 X'≥X'≥X'≥W20-7AW20-1ROADWORKAHEADBEPREPAREDTOSTOPW3-4X'≥X'≥X'≥W20-7A
Project Address:PagePSEPUGETSOUNDENERGYDesigner:Job #REVGreg Harwood(425) 424-6425gregory.harwood@pse.com2 OF 21308 N 38th St, Renton, WA0 51424012506/06/2024Notes:1. All signs and spacing to conform to theMUTCD and City of Renton standards.2. All sidewalks, driveways, exits and egressesshall 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 burningType C lights on all State State Routes and Hwys.4. Sign size can be a minimum of 36" x 36" andshall not obstruct pedestrian access.5. Crew is required to leave a minimum of 10' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place during approved work hours asper jurisdictional requirements. (Generally between 9a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3p.m. on arterials. If night time work is approved,signaling and flagges shall conform to WAC296-155-305. Night time work to take place between_____________and ______________.)8. All Flagger and Downstream tapers shall be 50'-100'.TEMPORARY TRAFFIC CONTROL PLANPuget Sound EnergyTraffic Control Supervisor:John CrofootCard No. 012613Card Exp. 10/31/24John.Crofoot@pse.com(425)424-6658LEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYHAND-HELDCHEVRONARROW BOARDFLAGGERUNIFORMEDPOLICE OFFICERPOLICESTOP
WORK PITNSIGN SPACINGMPH60/6545/5535/403025"X"1000'500'350'200'100'CHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040MFP24003346
3820
1302
3813
1320
3826
1308
1314 1400
1313
3734 1307
3805
3741 PARK AVE NN 38TH ST
PARK AVE NDWY50'
ROW
25' EOP BHAZ
15
70'
ROW
319494-166253
75 kVA 120/240V (B)
319482-166226
37.5 kVA 120/240V (B)
319499-166227
UNK (25T)
SLAH4824
GREEN SPACE
HAZ1590°
R=48"
3/4" CUBIC YARD SAND
4' X 4' WORK PIT
1-3" SCH 40 DISCONTINUOUS PVC CONDUIT ± 30'
PSE SUPPLIED & INST.
1-RUN 350 UG TPX ± 145'
4'-5" X 4'-6" WORK PIT
FIELD
BEND±60'
ABANDON EXISTING DIRECT
BURIED 1/0 UG TPX CABLE
±35'±20'1-3" HDPE DISCONTINUOUS PVC CONDUIT ± 60'
"B"±10'
"A"
3" SCH 40 DISCONTINUOUS PVC CONDUIT ± 35'
4' X 4' WORK PIT
4' X 4' WORK PIT
SITE PLAN
POWER GENERAL NOTES - RESIDENTIAL PROJECT
N
Vicinity Map
47.5256, -122.2009
Owner / Developer Contact Info
officeATTN:
WEAVER CONSTRUCTION, LLC
13060 SE KENT KANGLEY RD PMB 533
KENT, WA 98030
MELISSA DOW 253-670-5173
OVERHEAD CIRCUIT MAP 2405E136
SCALE: 6" = 1 MILE
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
HAZ-15
10/22
216.00 235.00 231.00
0.00 2.84 0.00
216.00 237.84 231.00
Meter
Existing Svc Removal
HH Retirement
Service Replacement
Superior
ORDER#NOTIF#
PWR
PROJECT PHASE
3002667299
108156499
101175007515070770
108156498
CABLE TV
PHONE
GAS
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.
SCALE: 1" = 50'101175006THIS 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)
101175006514240125
PSE
No
No
No
Yes
Yes
Yes
No
YesDeveloper
"Flagging Required"
"Outages Required"
"Locates Required"
UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
T. CONTRERAS 206-637-3648 5/16/24
H. DAY 253-243-5816 5/16/24
H. DAY 253-243-5816 5/16/24
RW-132408 RENTON
AKHONDI CUSTOM HOME
REPLACE HH, UG SERVICE
1307 N 38TH ST, RENTON, WA 98056
N/A N/A
N/A 101175006
AS SHOWN 1 OF 2
KING N/A N/A CSPSKEPM
NW32-24N-05E N/A N/A
2405E126 2405E136 2405E126 HAZ-15
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
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:TONY CONTRERAS
206-637-3648
TONY.CONTRERAS@PSE.COM
UNDERGROUND CIRCUIT MAP 2405E126
SCALE: NTS
JOB SITEJOB SITE
JOB SITE
CIRCUIT FEET ADDED: 0'
LRC:
% V. Drop:
% Flicker:
Sq. Footage:
Panel Size:
Heat Type:
Est. Demand:
3373 SQ. FT.
320A AMPS
GAS
19.4
115 A
2.5%
2.7%
00 1"2"
00 50'100'
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.
-BORING FOR CROSSINGS ARE REQUIRED 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'-5"-4'-6" WORK PIT & 6" WORTH OF 5/8" MINUS CRUSHED ROCK AT HH1
-REQUIRED TO PROVIDE 4’ X 4’ WORK PIT AT "A"
-REQUIRED TO PROVIDE 4’ X 4’ WORK PIT AT "B"
-REQUIRED TO PROVIDE 4’ X 4’ WORK PIT & 3/4 CUBIC YARD OF SAND AT M01
TRENCHING & CONDUIT.
-TRENCH & INSTALL ± 35' OF 1-3 SCH 80 GRAY PVC CONDUIT FROM HH1 TO "A".
-TRENCH & INSTALL ± 60' OF 1-3 HDPE RED POLY CONDUIT FROM "A" TO "B".
-TRENCH & INSTALL ± 30' OF 1-3 SCH 80 GRAY PVC CONDUIT FROM "B" TO "M01".
-REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL 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.
SCALE: NONE
NEW CABLE & CONDUIT DIAGRAM
SITE SPECIFIC NOTES
AT V01: 319494-166253
-EXISTING 75kVA 120/240V VAULT AND TRF TO REMAIN
AT HH1
-REMOVE (1) EXISTING SECONDARY HAND HOLE AND RETURN TO PSE YARD
-INSTALL (1) 17" X 30" #10-350 6-POS SECONDARY HANDHOLE 6050.2000 (HH16350)
-INSTALL (3) #10-350 6-POS BAR CONNECTORS (MID: 7651006)
-TRANSFER EXISTING SERVICES
M02 AT: "1307" TEMP METER BASE
-REMOVE EXISTING UG 200A TEMP METER
M01 AT: "1307" NEW METER BASE
-PSE METER DEPT TO INSTALL 320A METER
SPAN SPECIFIC NOTES
SPAN SPECIFIC NOTES SEE SITE PLAN, ONE-LINE DRAWING & TABLES FOR
REMOVALS & NEW INSTALLS
SECONDARY HH/PEDESTAL TABLE
Work
Location
Pedestal
or
Handhole
Number of
Positions
Required
Remarks
HH1 HANDHOLE:
HH16350 6
SECONDARY CABLE & CONDUIT TABLE
Work
Location
Cable
Assumed
Lot Corner
Conduit
Voltage
Drop
Voltage
Flicker
As Built Information
Size Length
Design
(ft)
Size Length
Design
(ft)
Bends Foreman - Complete
FROM TO (1/0,4/0,350)to Meter(ft)(in)90°45°22°11°(Percent)(Percent)Actual Amount Installed (Conduit & Cable)
HH1 M01 SEC 350 UG
TPX 145'0 3"125'1 0 0 0 2.5%2.7%
ABANDONED / REMOVE / REPLACED CABLE SCHEDULE
CABLE
NO.
SAP
EQUIP
LOCATIONS CABLE
(LF) EST
EXISTING CABLE
MFG. NAME
EXISTING CABLE
MFG. DATE
CABLE
REPLACED?FROM TO
-TEMP HH1 M02 ±130'
3-22
** CUSTOMER TO SUPPLY ALL
TRENCHING, CONDUIT INSTALL,
SAND & WORK PITS
MFP24003346
POTHOLE ALL EXISTING UTILITIES
RESTORATION PER CITY OF RENTON STANDARDS
101175006UTILITIES
CONTACT
PHONE#
COUNTY
1/4 SEC
U-MAP NO (POWER)
OP MAP
Emer Sect Gas Wk Ctr POWER WK CTR
PLAT MAP
JOINT FACILITIES ARRANGEMENTS
DRAWN BY
CHECKED BY
APPROVED BY
FOREMAN #1
FOREMAN #2
MAPPING
INCIDENT MAOP
Gas Order Elect Order
SCALE PAGE
ENGR - POWER
ENGR - GAS
FUNCTION
PROJECT MGR
PERMITREAL ESTATE/EASEMENT
2
1
REV#
3
DATE DESCRIPTIONBY
CONTACT PHONE NO DATE
OH CKT MAP CIRCUIT NOUG CKT MAP
T. CONTRERAS 206-637-3648 N/A
H. DAY 253-243-5816 N/A
H. DAY 253-243-5816 N/A
RW-132408 RENTON
AKHONDI CUSTOM HOME
REPLACE HH, UG SERVICE
1307 N 38TH ST, RENTON, WA 98056
N/A N/A
N/A 101175006
AS SHOWN 2 OF 2
KING N/A N/A CSPSKEPM
NW32-24N-05E N/A N/A
2405E126 2405E136 2405E126 HAZ-15
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
CUSTOMER-SUPPLIED SERVICE TRENCH
FLOW DIRECTION
LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL,
SECURE WITH PEA GRAVEL BAGS (MID 9995692).
6'
3'
8"
TECHNIQUES FOR EROSION AND SEDIMENT CONTROL
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" Min36" Typical
3'
To Trench
Property Line
Conduit Stakes
Customer Provided
3" Schedule 40 or 80 Grey PVC
Power Cable Conduit
Customer Provided
Gas Service Line Conduit
2.5" 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"
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.
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.
TOP VIEW 18" MIN
3' MIN WORKINGSPACE
18" MIN
3' MIN 4' MIN6' MAX
5' PREFERRED
6" MIN6' MAX
3' MIN
3' MIN
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Working SpaceMETER CLEARANCES
SCALE: NONE
PLAN VIEW
2"
APPROX30"
APPROX17"
ELECTRIC
4' - 5"
PENTABOLTLOCK COVER
5' - 6"18"
SIDE VIEW
4" X 4"
KNOCKOUT
(2 PLACES)
APPROX 27"APPROX 40"
1Ø "1730" SECONDARY HANDHOLE EXCAVATION
DETAIL
Not to Scale
6"
CRUSHED
ROCK
CONDUITS ENTER FROM
BENEATH AT ONE END
OF THE HANDHOLE
20"
MFP24003346