HomeMy WebLinkAboutMFP24001694.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Minor Franchise Permit: MFP24001694
IVR Number: 24001694
Permit Information
Permit Name: Puget Sound Energy - Electric
Address/Location:04/01/2024Application Date:0522059078Parcel Number: 19805 108TH AVE SE
Permit Type:04/18/2024Issue Date:Franchise
Permit Work Class:04/18/2025Expiration Date:Minor Utility
Job Number: 105098906Franchise Type:Electric
Description: Puget Sound Energy Electric Truck set up for pole work at P01. Approximately +/ 65' of excavation at P01. Trench to
be approximately 24” in width and +\ 36” in depth. 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
105098906
19805 108TH AVE SE
LEE BROWN 425-417-8620
MFP24001694
Monday - Friday 8:00AM - 3:00PM
Scott Warlick CED 4/18/2024
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
1212
1212
1010SE 199TH ST
106TH AVE SEP01 106TH AVE SESTOP
STOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7A100'≥W20-7AW20-1ROAD
WORK
AHEAD W20-4ONE LANEROADAHEAD100'≥100'≥W20-1
ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥100'≥
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH
SIDES OF WORK AREA
H1C H1AH1CH1CH1CH1C
N
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
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Ina Ustemchuk
425-398-6063
ina.ustemchuk@pse.com
1 OF 219805 108th Ave SE, Renton, WA
0
511138318
03/19/2024
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,
if indicated use ADA compliant channelization.
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flagges shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-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
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRONARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
POLE
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Ina Ustemchuk
Card No. 012928
Card Exp. 07/31/2025Ina.Ustemchuk@pse.com(425)424-6063
MFP24001694
1212
1212
1010SE 199TH ST
106TH AVE SEP01 106TH AVE SESTOP
STOPW20-1ROADWORKAHEADW20-4ONE LANEROADAHEAD100'≥100'≥100'≥W20-7A100'≥W20-7AW20-1ROAD
WORK
AHEAD W20-4ONE LANEROADAHEAD100'≥100'≥W20-1
ROADWORKAHEADBEPREPAREDTOSTOPW3-4100'≥100'≥
RESIDENT(S) WILL BE INFORMED OF
TEMPORARY DRIVEWAY CLOSURE
FROMTOTOW AWAY AREAPHONE 684-5444NAME OF FIRM XXX-XXX-XXXXNO PARKINGPLACE SIGNS BOTH
SIDES OF WORK AREA
H1C H1A
Project Address:
Page
PSE PUGETSOUNDENERGY
Designer:
Job #
REV
Ina Ustemchuk
425-398-6063
ina.ustemchuk@pse.com
2 OF 219805 108th Ave SE, Renton, WA
0
511138318
03/19/2024
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,
if indicated use ADA compliant channelization.
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 10' for
traveling lane width.
6. Alert affected residents and businesses.
7. Work to take place during approved work hours as
per jurisdictional requirements. (Generally between 9
a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3
p.m. on arterials. If night time work is approved,
signaling and flagges shall conform to WAC
296-155-305. Night time work to take place between
_____________and ______________.)
8. All Flagger and Downstream tapers shall be 50'-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
LEGEND
28" TRAFFIC CONE
SIGN LOCATION
TRAFFIC FLOW
WORK VEHICLE/
FLASHING LIGHTS
RIGHT OF WAY
WORK AREA
CHEVRONARROW BOARD
FLAGGER
UNIFORMED
POLICE OFFICERPOLICE
STOP
POLE
TEMPORARY TRAFFIC CONTROL PLAN
Puget Sound Energy
Traffic Control Supervisor:
Ina Ustemchuk
Card No. 012928
Card Exp. 07/31/2025Ina.Ustemchuk@pse.com(425)424-6063
N
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
MFP24001694
NVicinity Map47.4249, -122.1996Owner / Developer Contact InfoofficeATTN:SIMRIT DHILLON14519 SE 262ND STKENT, WA 98042SIMRIT DHILLON206.293.7700THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)PSENoNoNoYesYesYesNoYesDeveloper"Flagging Required""Outages Required""Locates Required"ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSIONSTRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)EROSION & SEDIMENT CONTROL REQUIREMENTSNOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROLEROSION & 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.GASPHONECABLE TV511138318105098906N/A105105198N/AN/AN/AN/AN/AN/AN/AN/A511184962107061296N/A106381792N/AN/APROJECT PHASEPWRNOTIF#ORDER#SuperiorStreet LightRelocationRemovalTemporaryJob OrderDistributionService StubsHP Svc/MSA10.9.8.7.6.5.4.3.2.1.THE CUSTOMER IS RESPONSIBLE FOR PROVIDING ALL TRENCHING, PER THE TRENCHPROFILE, AND ALL EXCAVATIONS AT THE TRANSFORMER/HANDHOLE VAULT SITESSUCH THAT PSE FACILITIES WILL MATCH FINAL GRADE. VAULT HOLES WILL HAVESTABLE LEVEL BOTTOMS. CUSTOMER WILL PROVIDE 6" OF CRUSHED ROCK FORVAULT BEDDING. ALL TRENCHES WILL HAVE 6" OF WASHED SAND COVER AND 4"BEDDING FOR ALL CONDUITS. THE CUSTOMER WILL PROVIDE SELECT BACKFILL, IFREQUIRED, AND COMPACTION AS NECESSARY. THE CUSTOMER IS RESPONSIBLE FORDISPOSAL OF ALL NATIVE SPOILS NOT SUITABLE FOR USE AS BACKFILL. ALLTRENCHES MAY BE JOINT WITH GAS, TELEPHONE AND TV CABLE.ALL CABLES/CONDUITS TO BE INSTALLED IN CUSTOMER'S TRENCH AT THE DEPTHINDICATED IN TRENCH DETAIL (DEPENDENT UPON SIZE OF CONDUIT BEING INSTALLEDTO MEET MIN 36" OF COVER). INSTALL CABLE ID TAGS AT EACH END OF THE PRIMARYCABLES PER THE CIRCUIT ONE-LINE DIAGRAM.UNLESS OTHERWISE SPECIFIED BY MUNICIPALITIES, INSTALL PVC (DB-120) ROADCROSSINGS AS INDICATED ON THE CROSSINGS CONDUIT TABLE & AS SHOWN ONWORK SKETCH. CROSSINGS SHALL BE INSTALLED BY CUSTOMER/DEVELOPER PERPUGET SOUND ENERGY STANDARDS.AT SYMBOL: INSTALL UNDERGROUND PRIMARY CABLES INCONDUIT. CABLE LENGTH AND CONDUIT SIZE AS INDICATED ON PRIMARY CABLE &CONDUIT TABLE.AT SYMBOL: INSTALL 600 VOLT UG SECONDARY CABLES INCONDUIT. CABLE/CONDUIT SIZE AND LENGTH AS INDICATED ON SECONDARY CABLE &CONDUIT TABLE.AT SYMBOL: INSTALL MINI-PAD HANDHOLE & PADMOUNT TRANSFORMER.ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE.AT SYMBOL: INSTALL SECONDARY PEDESTAL/HANDHOLE W/ (3)MULTI-CONNECTORS. SIZE AS INDICATED ON SECONDARY HH/PEDESTAL TABLE.(EXCAVATION: 3' SQ.)AT SYMBOL: INSTALL JUNCTION BOX HANDHOLE. ADDITIONAL EQUIPMENT ASINDICATED ON VAULT TABLE.AT SYMBOL: INSTALL SECONDARY CABLE & CONDUIT STUB-OUT.AT SYMBOL: INSTALL STREET LIGHTING STANDARD. SIZE AND TYPE OFSTANDARD/LUMINARIE AS INDICATED ON STREET LIGHTING TABLE. (CUSTOMER TOEXCAVATE & INSTALL CORRUGATED STREET LIGHT TUBES FOR PLACEMENT OF THESTREET LIGHT STANDARDS. )INCLEMENT WEATHER CONDITIONS MAY CAUSE DELAYS IN CONSTRUCTION TIMESAND DATES.POWER GENERAL NOTES - PLAT PROJECT105098906107061296PhoneINTOLIGHT Contact Information:MATT MAYNARD253.395.6863DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPL. BROWN425.417.8620.A.BITINAS425-417-009202.23.24A.BTIINAS425-417-009202.23.24L. HU.02.15.22REDT # ( RW-124194 )RENTONMADUENO SHORT PLAT1Ø PRIMARY U/G LINE EXTENSION - 6 S/F LOTS19805 108TH AVE SE, RENTON, WA 98055PUGET SOUND ENERGYN/AIP 132-60107061296105098906N/A1 OF 3KING132CCIKNCQCSOKE05NW-T22N-R05E216.080216.0822205E0182205E0362205E018EVA-23COMCASTTODD ZIMNY360.357.1234 LUMENAMY ALLISTON206.794.8534RIGHT OF WAYSNITA PHOMMAVONG425.462.3427...11.E-Mail:Cell Phone:Project Manager Contact Information:Manager:LEE BROWN425.417.8620Lee.Brown@pse.comxx.........SIMRITDHILLON77@YAHOO.COMVAULT DETAIL @ V01NOT TO SCALETOP VIEWSIDEVIEWEXCAVATION:4-2/3 CUBIC YARDSRockCrushed6"3'-6"2"6'6'48"42"36"38"42"StrutsFRONTFRONTTYPICAL NOTCH-OUT FOR TRANSFORMER,NOT TO SCALE& SECONDARY PEDESTAL/HANDHOLEBACK OF EASEMENTSTANDARDEASEMENTLINEROW10'PL1'4' - 5'Min.1'7'7'TRANSFORMER(WHEN PRESENT)42"45°42"1'45°Property LineRoad SideTop View of Mainline Trench forSingle Stubout Location4'Property LineRoad SideTop View of Mainline Trench for Pedestalor Double Stubout Location42"45°4'45°STUBOUT EXCAVATION DIMENSIONSNOT TO SCALEJOINT TRENCH DETAILNOT TO SCALE JOINT TRENCH DETAILNOTES: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)ROAD SIDENATIVESECONDARY POWERPEDESTALMATERIALP/LPowerSecondaryPowerPrimaryConduitTel. & TV12" Min12" SandCover whengas line is intrenchSand6" or 12"4" Sand Bedding1'36"Cover42"Gas12"18"Lower2"10"PedestalPSE 10' FRONTAGEEASEMENT1'CoverROAD SIDEMINIPADMINIPADFIELD SIDEVAULT6" of crushed rock(base for vault)P/LPowerSecondaryPowerPrimaryGas12" Min Horizontal SeparationCommunications42" Min21"1'Feeder38"2"4" Sand Bedding12" SandCover36"Cover4" Sand Bedding42"6" Additional depth whenFeeder is requiredPSE 10' FRONTAGE EASEMENT1'TRANSFORMERFinalBackfillInitialBackfillTrench Depth42" - 48"PrimaryDirt PileFinal Grade24" Min36"Min CoverOver Power48"MaxDepthFinal BackfillGas4" Sand BeddingProperty Lineintercept (depth varies).SidewalkCurbLocation of roof drain48" TypicalWidth may vary perNumber of Utilitiesand Conduits6" or 12" Min Sand ShadingOver Gas after Compaction12" MinR/W orExcavated12" TypicalPowerSecondaryPowerTV & TEL12" Min12" MinSeparation4,51,21366" or 12" Min Sand Shading Over Power after Compaction1MINIMUM CLEARANCES FOR PSE EQUIPMENTNOT TO SCALEOIL-FILLED EQUIPMENTTRANSFORMERAPPROVEDAREACOMBUSTIBLE BUILDING WALLS & ROOF10'10'10'COOLING5' MIN5' MIN10' MIN5'MINFINSACCESSCONCRETE PADMINIMUM CLEARANCES FOR PSE EQUIPMENTNOT TO SCALECURB OR EDGE OF PAVEMENTCURB OR EDGE OF PAVEMENT5' MINROAD ORPARKING AREATYP. PAD& TRANS-FORMER3'MIN3' MINDOORACCESSDOORREQUIREDWORK SPACEAREA3' MINSHALL BE STAGGEREDCONNECTOR BARSIN THE FRONTNEUTRALS SHALL BE18"16"13"12"10"2"10"Pedestal will accept up to six 3" conduitsSEALED WITH FOAMCONDUIT SHALL BE120 PVC CONDUIT ELBOWSTYPICAL 24" RADIUS DBSIDE VIEW WITH CONDUITSITE@ H1A & H1B10"18"16"13"10"2"36"FRONT VIEW WITH CONDUITSECONDARY PEDESTAL DETAIL NOT TO SCALEStandoff Bracket15" Min LengthConduit ClampConduitField FaceQuadrantClimbingSpaceRoad FaceQuadrantClimbingSpace5" MinCLLCDirection of Vehicular TrafficCONDUIT RISER PLACEMENT DETAILTOP VIEWNOT TO SCALExxNOT TO SCALESTREETLIGHT HH @ H1C to final gradeSet handhole flush10 1/4"ApproxApprox15 1/2"Lock CoverSide Viewfolded back with handholebeneath and shall beConductors enter from21 1/8"Lock Cover, 10 lbsCaptive L-Bolt12"1 3/4"15 7/8"Captive L-BoltConduitorCICMFP24001694
106TH AVE SE
108TH AVE SE
CITY OF RENTON
CITY OF KENT PUBLIC ROADABC#2ACSR1966119801
FUT: 1-2"EVA23FEED FUSE @ 40TSW#T86870ABC#2ACSR
397.5AAC397.5AAC CBACBATYPICAL PSEEASEMENTSE 199TH ST60'60'43'19655'A'70'80'DEVELOPER RESPONSIBLEFOR CONDUIT/WIRE FROMH1C TO METER LOCATION1"=50'DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPL. BROWN425.417.8620.A.BITINAS425-417-009202.23.24A.BTIINAS425-417-009202.23.24L. HU.02.15.22REDT # ( RW-124194 )RENTONMADUENO SHORT PLAT1Ø PRIMARY U/G LINE EXTENSION - 6 S/F LOTS19805 108TH AVE SE, RENTON, WA 98055PUGET SOUND ENERGYN/AIP 132-60107061296105098906AS SHOWN2 OF 3KING132CCIKNCQCSOKE05NW-T22N-R05E216.080216.0822205E0182205E0362205E018EVA-23COMCASTTODD ZIMNY360.357.1234 LUMENAMY ALLISTON206.794.8534RIGHT OF WAYSNITA PHOMMAVONG425.462.3427...SITE PLAN.........SCHED.SQ. FT.MAX LRC = CIRCUIT FEET ADDED: 350275000140 AMPSTHIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)DEVELOPER TO PROVIDE TYPICAL 10' PSEFRONTAGE EASEMENT FOR OPERATIONAND MAINTENANCE OF PSE EQUIPMENT.EASEMENT TO BE CLEAR OF ALL BUILDINGOVERHANGS AND FOUNDATION FOOTINGSCIRCUIT LOADING TABLEAS OFEXIST. PEAK LOADEST. NEW LOADTOTALCIRCUIT:A PHASE B PHASE C PHASEEVA-235.18.23951009400695100100SITE SPECIFIC NOTESAt P01 (315797-166203) 1975 CLASS 3 - 45'-INSTALL (1) 2" PRIMARY RISER ON EXISTING STANDOFF BRACKETS-STIRRUP (2254000)-ALUM "H" CONNECTOR (2167000) (RIS2CSS) 6042.1000-FUSE @ 40T (3412500), TAP 'C' PHASE-INSTALL SWITCH# T86870-INSTALL 1Ø TERM ON FIBERGLASS ARM W/ LINKBREAK CUTOUT & SURGE ARRESTOR (TSU1C1) 6043.1000CROSSING CONDUIT TABLEX-ING#LOCATIONGASPOWERXINGLENGTHASBUILTLOCATIONTYPE OF CROSSING(Feeder, Primary, Secondary, etc.)FROMTOSIZE(IN)TYPEQTYLOCATIONSIZE(IN)TYPEQTYX01'A'TR. A4401N280170( )'SCLGAS MAIN, PRIMARY4" PVC PLUG /CAPS = 24" YELLOW SCH 40 PVC = 70 FT2" SCH 80 GREY PVC = 70 FT2" PVC PLUG /CAPS = 2EX UNDERGROUND CIRCUIT MAP 2205E018NOT TO SCALESITEEX OVERHEAD CIRCUIT MAP 2205E036SCALE: 6" = 1 MILESITELRC:% V. Drop:% Flicker:Sq. Footage:Panel Size:Heat Type:Est. Demand:Units:BUILDING #STREET CABINETN/AN/A200N/A1KW3A 0.8 @ H1C0.7 @ H1CCUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLEBLDG.# OFMETERSSOURCE# OF RUNSWIRE SIZEREMARKS-1H1C11/OSTREET CABINETALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLEDeveloper Note:The following Fault Current information MUST BE conveyedto the builder of the units:All units may require upgraded house electrical equipment as thefault current at the meter base may exceed 10,000 amps.FAULT CURRENT TABLE1Ø PM TRANSFORMERS (240/120V)120V WINDINGS240V WINDINGSLOCATIONSIZER/XMIN.%ZFAULTCURRENTMIN.%ZFAULTCURRENTV0150kVA0.52.3426,700 AMPS1.8017,400 AMPSPlease ensure design meets thelatest building code update (EV,solar, etc...)MFP24001694RESTORATION PER CITY OF RENTON STANDARDS
ABC#2ACSREVA23FEEDFUSE @ 40TSW#T86870ABC#2ACSR
NEW 1/O ALEJD223-CØAØEGS673BØEGS674CØEGS675123456DEVELOPER RESPONSIBLEFOR CONDUIT/WIRE FROMH1C TO METER LOCATIONFUT: 1-2"DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPL. BROWN425.417.8620.A.BITINAS425-417-009202.23.24A.BTIINAS425-417-009202.23.24L. HU.02.15.22REDT # ( RW-124194 )RENTONMADUENO SHORT PLAT1Ø PRIMARY U/G LINE EXTENSION - 6 S/F LOTS19805 108TH AVE SE, RENTON, WA 98055PUGET SOUND ENERGYN/AIP 132-60107061296105098906N/A3 OF 3KING132CCIKNCQCSOKE05NW-T22N-R05E216.080216.0822205E0182205E0362205E018EVA-23COMCASTTODD ZIMNY360.357.1234 LUMENAMY ALLISTON206.794.8534RIGHT OF WAYSNITA PHOMMAVONG425.462.3427............NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAMNOT TO SCALEVAULT & EQUIPMENT TABLESITE #GRID #VAULT SIZE &COVERTYPE & SIZEEQUIPMENT INVAULTPRIMARYBUSHINGSTRANSFORMER ID NUMBERS(COMPANY ID)AS-BUILT INFORMATIONLBDCFOREMAN: INCLUDE PHASE TAPPEDV0137672815798742"x48"x38"Unistrut HHMatid: 766300150KVA MP TRF120/240Matid: 624710011MINU1SR 6045.1010 CØTHIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)PRIMARY CABLE & CONDUIT TABLELOCATIONCONDUITCABLEASBUILT INFORMATION - FOREMAN COMPLETEFROMTOSIZE(IN)QTY.DESIGNLENGTH(FT)BENDSPULL(LBS)PULLREV(LBS)CABLESIZEDESIGNLENGTH(FT)PHASE - ID TAGRECORDRECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLEDLUBRICANT (Gal.)90°45°22°11°ABCMANUFACTURERCOMPOUNDYEARNOTESCONDUITCABLEEST.ACTUALP01V01212801---971901/0 AL JKT385--EJD223-1.5V01E0121295----CONDUIT ONLY---FUT-2" PVC (FT) & BENDS =57510001/0 AL JKT TOTAL (FT) =385TTL (Gal.)1.5NOT TO SCALENEW CONDUIT DIAGRAMSECONDARY CABLE & CONDUIT TABLELOCATIONCABLECONDUITVOLTAGEASBUILT INFORMATIONSIZELENGTHASSUMEDSIZELENGTHBENDSDROPFLICKERForeman - CompleteFROMTO(1/O,4/O,350)Design (ft)Lot Corner toMeter (ft)(in)Design (ft)90°45°22°11°(Percent)(Percent)Actual Amount InstalledCableConduitV01H1A350160316022.32.8H1AH1C1/O135313520.80.7V01H1B350160316022.32.8V01LOT 31/O107031012.33.3V01LOT 41/O107031012.33.3H1ALOT 14/O7032.73.6LABEL YELLOW TAG "MUST BE 4/O TO MTR"H1ALOT 24/O7032.73.6LABEL YELLOW TAG "MUST BE 4/O TO MTR"H1BLOT 54/O7032.73.6LABEL YELLOW TAG "MUST BE 4/O TO MTR"H1BLOT 64/O7032.73.6LABEL YELLOW TAG "MUST BE 4/O TO MTR"1/O UG Triplex (ft) =1552" PVC & BENDS (ft)=00000.1350 UG Triplex (ft) =3203" PVC & BENDS (ft)=47580001.0TOTAL QTS OF GLUE1.1SECONDARY HH/PEDESTAL TABLESitePedestalorHandholeNumber ofPositionsRequiredRemarksH1APEDESTAL5- SEPL6 6050.1000H1BPEDESTAL5- SEPL6 6050.1000H1CHANDHOLE3- HHSL3 6050.2000 CHARGE TO WO#105105198CUSTOMER OWNEDSECONDARY 3"PRIMARY 2"CONDUIT LEGENDMFP24001694