HomeMy WebLinkAboutMFP20001845.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP20001845
IVR Number: 20001845
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:05/05/2020Application Date:7231502265Parcel Number: 201 WILLIAMS AVE S
Permit Type:05/07/2020Issue Date:Franchise
Permit Work Class:05/07/2021Expiration Date:Major Utility
Job Number: 101121074Franchise Type:Electric
Description: Puget Sound Energy Electric CREW TO RELOCATE UG FEEDER AND PRIMARY FROM J01 TO J02 and SW01 TO
PV01 DUE TO CABLE IN CONFLICT WTIH PROPROSED STORM AND WATER ALIGNMENT. 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
KASHI 201 WILLIAMS LLC 3509 CARPENTER RD SE
LACEY , WA 98503
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
MFP20001845
Scott Warlick CED 5/7/2020
Monday - Friday 8:00AM - 3:00PM
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
SW01S/W
CLOSEDR9-9CROSS HERE
SIDEWALK CLOSEDAHEAD
10 11 11 11 141613151410 11 11 11
RIGHT
KEEP
R4-7BS/WCLOSEDR9-9R9-3C/WCLOSEDR9-3C/WCLOSEDROADWORK
AHEAD W20-1100'100'100'RIGHT LANE
CLOSEDAHEAD W20-5RW4-2LROAD
WORKAHEADW20-1RIGHT LANE
CLOSED
AHEADW20-5RW4-2L100'100'100'LOGAN AVE SS 2ND STPLACE AT INTERSECTION OFBURNETT AVE S & S 2ND STNPuget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431TEMPORARY TRAFFIC CONTROL PLANPSEPUGETSOUNDENERGYJOB101121074800 S 2ND ST, RENTON05/01/2020JUSTIN.DOMINGUEZ@PSE.COM425-424-6545SHEET 1 of 3LEGENDTRENCHSIGN LOCATIONTRAFFIC FLOW28" TRAFFIC CONEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYCHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840UG/BOX/VAULTVaultNotes:1. All signs and spacing to conform to theMUTCD and City of King County standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.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 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.MFP20001886
WILLIAMS AVE S S 2ND STWELLS AVE S
10 11 11 11
14 11
14 11 11
111019101212111212J01S/WCLOSEDR9-9S/WCLOSEDR9-9
2119CROSS HERESIDEWALK CLOSEDAHEADPLACE AT INTERSECTION OFWILLIAMS AVE S & S 3RD STROADWORKAHEADW20-1SHOULDERWORKW21-5100'100'ROADWORKAHEADW20-1SHOULDERWORKW21-5100'100'
ROAD
WORK
AHEADW20-1100'ROAD
WORK
AHEAD W20-1100'LEGENDTRENCHSIGN LOCATIONTRAFFIC FLOW28" TRAFFIC CONEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYCHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840NPuget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431TEMPORARY TRAFFIC CONTROL PLANPSEPUGETSOUNDENERGYJOB101121074800 S 2ND ST, RENTON05/01/2020JUSTIN.DOMINGUEZ@PSE.COM425-424-6545SHEET 2 of 3UG/BOX/VAULTVaultNotes:1. All signs and spacing to conform to theMUTCD and City of King County standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.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 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.MFP20001886
WILLIAMS AVE SS 2ND STWELLS AVE S
10 11 11 11
14 11
14 11 11
1110191012121112122119RIGHT
KEEP
R4-7B
RIGHT
KEEP
R4-7B IP01IP02ROAD
WORKAHEAD W20-1100'100'100'W4-2LRIGHT
TWO LANES
CLOSEDAHEAD W20-5RROAD
WORKAHEADW20-1100'100'100'W4-2LRIGHTTWO LANESCLOSED
AHEADW20-5RROADWORKAHEADW20-1
100'ROADWORKAHEADW20-1
100'PV01J01S/WCLOSEDR9-9CROSS HERE
SIDEWALK CLOSEDAHEADCROSS HERESIDEWALK CLOSEDAHEADLEGENDTRENCHSIGN LOCATIONTRAFFIC FLOW28" TRAFFIC CONEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYCHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT80604055 +60/6545/5535/403025SIGN SPACING"X"800500'350'200'100'MINIMUM TAPER LENGTH=L (FT.)LANEWIDTH101112207075802510511512530150165180352052252454027029532045475495540POSTED SPEED (MPH)505005506005555060566060-66072065--78070--840NPuget Sound EnergyTraffic Control Supervisor:Stephen R GadkeCard No. 010741Exp.5/31/2021stephen.gadke@pse.com(425) 424-6431TEMPORARY TRAFFIC CONTROL PLANPSEPUGETSOUNDENERGYJOB101121074800 S 2ND ST, RENTON05/01/2020JUSTIN.DOMINGUEZ@PSE.COM425-424-6545SHEET 3 of 3UG/BOX/VAULTVaultNotes:1. All signs and spacing to conform to theMUTCD and City of King County standards.2. All sidewalks, driveways, exits and egressesshall be completely clear unless otherwise indicated.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 11' fortraveling lane width.6. Alert affected residents and businesses.7. Work to take place between 9 a.m. and 4 p.munless otherwise specified. All work for arterialsand major roadways will be from 9 a.m. to 3 p.m.MFP20001886
N
Vicinity Map
101121074OVERHEAD CIRCUIT MAP (2305E076, 088)
SCALE: NONE
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.
SCALE: NONE
UNDERGROUND CIRCUIT MAP (2305E066, 067, 069, 072)
Yes
Yes
Yes
"Flagging Required"
"Outages Required"
"Locates Required"
RENTON S 2ND ST & WILLIAMS AVE S
UG FEEDER AND PRIMARY
RELOCATION
GENERAL SPECIFICATIONS
Scope of Work
PSE project limits: Relocating UG Feeder and Distribution cable in conflict with
proposed storm and water alignment.
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.
Preconstruction
- 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
- Field design changes shall be approved by PSE Project Manager or Engineer.
- Mark all field changes, equipment ID numbers and Underground cable information in
red on Foreman's copy of worksketch.
- Return one Foreman's copy of worksketch to Project Manager at completion of job.
- When permits are required, a copy shall be available on work site at all times.
Safety
- Refer to PSE standards 6275.3000 and 6275.6000 for system ground requirements.
- Refer to PSE standards 6275.9050 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 work day, 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.
Erosion & Sediment Control
- Refer to PSE standards 0150.3200 for minimum requirements.
- Comply with all requirements of permitting agency.
- Installed erosion & sediment devices shall be maintained until vegetation has been
re-established or disturbed soil has been otherwise permanently stabilized.
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 napthenate wood preservative.
- Remove old poles after communication companies have transferred off and return to
PSE storeroom. Fill and crown pole holes and restore 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 all
transformers. Install at all sites being worked within the scope of the project where
they are currently missing.
- Use 397 AAC and Ampact connectors for all bare conductor feeder jumpers and 600
amp switch jumpers. Install tree wire conductor for jumpers on all poles that are
double deadended with tree wire.
- 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 overhead and
underground taps with fused protection above 40T.
- Install Wildlife Protectors on all transformers.
UNDERGROUND CONSTRUCTION
Excavation
-Trenching outside of the Right-of-way shall be of sufficient depth to provide a
minimum of 36” of cover for primary conductors and 24” of cover for secondary
conductors.
-Road crossings and all trenches within the Right-of-way shall be of sufficient depth
to provide a minimum of 36” of cover for all conductors or as required by the
permitting Agency.
-All conductors/conduits shall have a minimum of 3” of bed and 3” of clean sand
cover.
-No rocks larger than 6” shall be included in backfill.
-Backfill in road crossings and within the Right-of-way shall be compacted to 95%
density or as required by the permitting Agency.
-Restore all excavated areas to original condition.
- If four or more six inch conduits are installed in a trench, fluidized thermal backfill
(FTB) shall be installed around the conduits to a depth of six inches above and to
the sides of the conduit, and two inches underneath, per PSE Standard 6790.0140.
Vaults & Handholes
- Refer to PSE standard 6775.0040 “Vault and Handhole Installation”
- Vaults shall be placed level and 2” above final grade in landscaped areas and flush
with final grade when placed in hard surface areas.
- A minimum 6” bed of 5/8” crushed rock shall be placed under all vaults.
- All conduit entrances shall be grouted.
Conductors & Conduit
- Refer to PSE standard 6800.6000 “PVC Conduit Installation”.
- Unless splices are called for, or otherwise noted or approved, conduit risers shall be
plumbed directly to road crossing conduits.
- Install insulating caps on all unused primary bushings.
- All “spare” conduits shall be capped at each end.
Owner / Developer Contact Info
officeATTN:
Keith Woolley
City of Renton
kwoolley@rentonwa.gov 425-430-7318PHONE
CABLE TV
11433793 101121074
N/A 584044516
N/A
N/A 108114522
PROJECT PHASE
PWR
NOTIF#ORDER#
Superior
UG Expense
Removal
594128885
UG Expense
E-Mail:
Cell Phone:
Project Manager Contact Information:
Manager:Hong Nguyen
425-449-6609
hong.nguyen@pse.com
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
HONG NGUYEN 425-449-6609 04/23/20
KHADER GOUESSE 253-254-2896 04/23/20
N/A N/A N/A
KEANG LIM 253-395-6916 04/23/20
N/A City of Renton
RENTON S 2ND ST & WILLIAMS AVE S
UG FEEDER AND PRIMARY RELOCATION
800 S 2ND ST RENTON, WA 98057
N/A N/A
N/A 101121074
AS NOTED 1/2
KING N/A N/A CSPSKEPI
T23 S17 R05E N/A N/A
2305E066, 67, 69, 72 2305E076, 088 N/A GRA-17
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
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)
LEGEND
CONDUIT RISER
OVERHEAD TRANSFORMER
JUNCTION VAULT/JUNCTION BOX
NEW CONDUCTOR AND OR TRENCH LINE
DISCONNECT - FUSED
PULL VAULT OR SPLICE VAULT
EXISTING POLE
DOWN GUY
DISCONNECT - UNFUSED
NEW POLE
PADMOUNT TRANSFORMER
SECONDARY HANDHOLE
EXISTING CONDUCTOR TO BE REMOVED
OR ABANDONED
STREET LIGHT
TOTAL UNDERGROUND TRANSFORMER
ENERGY CUSTOMER DEMAND POINT
OR
OR
OR
OVERHEAD JUMPER CONNECTION
JOB SITE
JOB SITE
JOB SITE
NO
HONG NGUYEN 5/5/20
MFP20001886
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S 2ND ST
LOGAN AVE SSW01
317861
166006
EXIST
U352
UG FEEDER
BURNETT AVE SMATCHLINE STA 199+50SAME PAGEUG 3Ø AND FEEDER
N.O.
N.O.••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••J02
317857
166075
EXIST
IP02
PV01
317857
166085
EXISTJ01
317857
166059
EXIST
"201 BANK"
"201 BAR"
S 2ND STWILLIAMS AVE SUG 3Ø AND FEEDER
NEW TRENCH SEE DETAIL
UG FEEDERMATCHLINE STA 199+50SAME PAGEIP01
PROPOSED STORM DRAIN
S
SW01
EXIST
PV01
EXIST
J01
EXIST
J02
EXIST
EXIST 2-6"EXIST 2-6"
EXIST 2-4"EXIST 2-4"
NEW 2-6"
NEW 2-4"
IP1 IP2
EIP351-A
EIP352-B
EIP353-C
NEW 1/0
EHE113-A
EHE114-B
EHE115-C
750N.O.
S
SW01
EXIST
PV01
EXIST
J01
EXIST
J02
EXIST
EXIST 2-4"EXIST 2-4"
SITE PLAN
101121074SCALE: 1" = 20'
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
HONG NGUYEN 425-449-6609 04/23/20
KHADER GOUESSE 253-254-2896 04/23/20
N/A N/A N/A
KEANG LIM 253-395-6916 04/23/20
N/A City of Renton
RENTON S 2ND ST & WILLIAMS AVE S
UG FEEDER AND PRIMARY RELOCATION
800 S 2ND ST RENTON, WA 98057
N/A N/A
N/A 101121074
AS NOTED 2/2
KING N/A N/A CSPSKEPI
T23 S17 R05E N/A N/A
2305E066, 67, 69, 72 2305E076, 088 N/A GRA-17
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
CABLE REMOVAL SCHEDULE
CABLE
NO.
LOCATIONS CABLE
(LF) EST CABLE TYPE YEAR INST
FROM TO
AØACI532 J01 J02 215 1/0 AL JKT
BØACI533 J01 J02 215 1/0 AL JKT
CØACI534 J01 J02 215 1/0 AL JKT
AØEHE113 SW01 PV01 695 750 KCMIL
BØEHE114 SW01 PV01 695 750 KCMIL
CØEHE115 SW01 PV01 695 750 KCMIL
Vault & Equipment Table
Site Working Space Grid
Number
Vault Size
& Cover
Type & Size
Equipment
In Vault
Primary Bushings Transformer
ID Numbers
(Company ID)
MATERIAL
INFORMATION
ASBUILT INFORMATION
Foreman-CompleteLBDC
J01 EXISTING 317857
166059 4'8" Vault -3 -Install 3-ELB10J
J02 EXISTING 317857
166075 4'8" Vault -3 -Install 3-ELB10J
SW01 EXISTING 317861
166006 5106 Vault VISTA 431 3 -3-750 TERM
PV01 EXISTING 317857
166085 575 Vault 600A Cable Splices
Mat ID: 7666050 3 -Install 3-SPL750
CABLE ONE-LINE DIAGRAM
SCALE: NONE
Primary Cable & Conduit Table (Forman to Complete)
LOCATION CONDUIT PRIMARY CABLE
QTY OF LUBE (gal.)AS BUILT INFORMATION
From To Size
(in)
Qty
Design
Length
(ft)
Actual
Length
(ft)
TYPE BENDS PULL
(lbs)
PULL
Rev
(lbs)
Cable
Size Design
Length
(ft)
Actual
Length
(ft)
CABLE NUMBERS MANUFACTURING INFORMATION FOR FEEDER CABLE ONLY
Check applicable box
DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Tape CN #4/0 NEU Design As Built Actual Amount Installed
(Conduit & Cable)
IP1 IP2 4 2 40 X 4
IP1 IP2 6 2 40 X 4
J01 J02 X 1/0 AL JKT 220 EIP351 EIP352 EIP353
SW01 PV01 X 750 KCMIL 700 EHE113 EHE114 EHE115 CABLE N.O. TO SW01
Phone & TV Primary Power Cable
Direct Buried or in PSE provided
Excavated Dirt Pile
Final Grade
24" Min
48"
Max
18"
Backfill for DB 120 Conduit/Direct Buried Cable
12" Min
Separation
6" or 12" of sand, 5/8" minus
3" of sand, 5/8" minus, or clean backfill bedding
JOINT TRENCH DETAIL
36"
Min
Cover
ROADSIDE
Typical To Excavated Dirt Pile
(No Rocks over 10" Diameter)
or clean backfill shading
DB120 Grade Conduit
Primary-Direct Buried or DB 120 (NTS)
- A 6" layer of sand, 5/8" minus, or clean shading is allowed when excavated native material
contains rocks no larger than 8" in diameter.
Trench and backfill requirements for primary electric line extension trenches (No PSE gas)
- A 12" layer of sand, 5/8" minus, or clean shading is required when excavated native material
contains rocks up to 10" in diameter.
CONDUIT DIAGRAM
SCALE: NONE
CB TYPE 1
STA 200+90.72, 14.22' RT
RIM 40.64
IE IN 37.20 (8"S)
IE OUT 36.78 (15"W)
IE IN 36.79 (15"E)
CONNECT EXISTING
PIPE TO NEW
STRUCTURE
7 LF 8" DIP S=10.93%
SHALLOW CONCRETE INLET
STA 200+90.72, 21.08' RT
RIM 40.35
IE OUT 37.95 (8"N)
NEW PSE TRENCH 5'
BELOW CB
LOOKING EAST
*CONSTRUCTION NOTE
IP1-IP2: INTERCEPT EXISTING CONDUITS
(2-4" & 2-6")
INSTALL AT DEEP DEPTH 5' TO GO
BELOW THE NEW SD AND INLET SYSTEM
HONG NGUYEN 5/5/20
MFP20001886