HomeMy WebLinkAboutMFP23004310.pdfDEPARTMENT OF COMMUNITY
AND ECONOMIC DEVELOPMENT
Major Franchise Permit: MFP23004310
IVR Number: 23004310
Permit Information
Permit Name: SPU Franchise Permits
Address/Location:08/17/2023Application Date:6843000140Parcel Number: 2509 SE 16TH ST
Permit Type:09/06/2023Issue Date:Franchise
Permit Work Class:09/05/2024Expiration Date:Major Utility
Description: Excavating SPU pipelines, Cad weld wires to pipe, install zinc matting in ROW approx 2 feet below grade. Bring pipe
wires and zinc wires into ssd box and install in ROW. Restoration per City of Renton standards
Contacts
Name Address PhoneTypeBilling
Chris Cooper
MESA
4445 E 74th Ave E 74th Ave
Tulsa, OK 74145
C: (231) 414-7749Applicant
Ronnie Geddes JR
Seattle Public Utilities
2700 Airport Way S
SEATTLE, WA 98134
B: (206) 386-4045
C: (206) 930-8193
Applicant
Wylie Harper
SEATTLE PUBLIC UTILITIES
Contact
Kevin Black
SEATTLE PUBLIC UTILITIES
Contact
SEATTLE PUBLIC UTILITIES - Billing 700 5th Ave, Suite 4900
Seattle, WA 98104
ContactX
Chris Cooper
MESA
4445 E 74th Ave E 74th Ave
Tulsa, OK 74145
C: (231) 414-7749Contractor
Business License Number: 55831Construction Contractor: MESAPPI886PD
Seattle Public Utilities - Emergency
Contact
B: (206) 386-1800Emergency
Contact
CITY OF RENTON ROW 1055 S Grady Way
Renton, WA 98057-3232
Owner
General Conditions & Signature
Permission is hereby given for the work described on this permit according to the conditions hereon and according to the
approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton.
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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.
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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.
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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.
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(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
SEATTLE PUBLIC UTILITY PIPELINE MITIGATION
912 BEACON WY S
8/21/23 1/1/23 7:00 AM 6:00PM
MESA
CHRIS COOPER
206 Eleanor Ct NW - Unit 350 South Prairie/WA 98385
Excavating SPU Pipelines, Cad Weld wires to pipe, install Zinc Matting in ROW Appx 2 feet below
Grade. Bring pipe wires and zinc wires up into SSD box and install in ROW.
8:00AM - 3:00PM
MFP23004310
Scott Warlick CED 9/6/2023
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)
8-15-23
Chris Cooper
ROADWORKAHEAD
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www.invarion.com
Work Hours: 7:00AM to 6:00PMAccess to Philip
Arnold park shall be
maintained. Flaggers
and steel sheets may
be required to
maintain access.
ROAD CLOSEDTOTHRU TRAFFIC
ROADWORKAHEADROADWORKAHEAD ROADWORKAHEADROADWORKAHEADROADCLOSEDAHEADROADCLOSEDAHEADROADCLOSED
AHEAD ROADCLOSEDAHEADDETOURAHEADDETOURAHEADDETOURAHEADDETOURAHEAD
www.invarion.com
Work Hours: 7:00AM to 6:00PM
Access to Philip
Arnold park shall be
maintained. Flaggers
and steel sheets may
be required to
maintain access.
ROAD
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Project location
Beacon Way S
Renton WA 98055
Designed by:
T&T Traffic Control LLC
Emily Ede TCS(360)-485-3510
THIS TRAFFIC CONTROL PLAN
WAS DRAFTED IN ACCORDANCE
WITH M.U.T.C.D & WSDOT SPECS
T&T TRAFFIC CONTROL LLC
PROVIDED THIS DRAFT TO THE
CUSTOMER AS A SERVICE & IS
TO BE SUBMITTED TO THE
AUTHORITATIVE AGENCY FOR
REVIEW AND MODIFICATION
IF NEEDED. T&T ASSUMES NO
LIABILITY FOR ACCURACY OR
VALIDITY. ALL SIGNAGE SHALL
COMPLY WITH WSDOT TEMP
TRAFFIC CONTROL AND MUTCD.
www.invarion.com
Work Hours: 7:00AM to 6:00PM
ROADCLOSEDRO
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WORKAHEADROADWORKAHEADROADWORKAHEADROADWORKAHEADROADCLOSEDAHEADROADCLOSEDAHEADROADCLOSEDAHEADROADCLOSEDAHEAD
ROADCLOSEDAHEAD
ROADCLOSEDAHEAD
Project location:
SE 16th St and Beacon way SE
Renton Wa
Designed by:
T&T Traffic Control LLC
Emily Ede
TCS Washington #013736
(360)485-3510
This traffic control plan was drafted in
accordance with M.U.T.C.D &
WSDOT specs. T&T provided this
draft to the customer as a service & is
to be submitted to the authoritative
agency for review and modification if
needed. T&T assumes no liability for
accuracy or validity. All signage shall
comply with WSDOT temp traffic
control MUTCD.
www.invarion.com
Work Hours: 7:00AM to 6:00PM
This work shall take place between 9am and
3:00pm. Steel sheets will be required to
cover the hole and open the road back up at
the end of the working hours.
TALBOT HILLSUBSTATIONMAPLE VALLEYSUBSTATIONRENTONTHIS DRAWING WAS PREPARED BY POWERENGINEERS, INC. FOR A SPECIFIC PROJECT,TAKING INTO CONSIDERATION THESPECIFIC AND UNIQUE REQUIREMENTS OFTHE PROJECT. REUSE OF THIS DRAWINGOR ANY INFORMATION CONTAINED IN THISDRAWING FOR ANY PURPOSE ISPROHIBITED UNLESS WRITTEN PERMISSIONFROM BOTH POWER AND POWER'S CLIENTIS GRANTED.REVREVISIONSDATE DRN DSGN CKD APPDREFERENCE DRAWINGSDSGNDRNCKDFOR 22x34 DWG ONLYSCALE:JOB NUMBER REVDRAWING NUMBER162180TRANSFERRED VOLTAGE PIPELINE MITIGATIONCOVER SHEETTV-MIT-01PROJECT OVERVIEWCKK 03/31/2020DLK 03/31/2020KPP 03/31/2020AS NOTEDSEATTLE PUBLIC UTILITYPIPELINE MITIGATIONINDEX OF SHEETSSHEET TITLESHEET NUMBERPROJECT OVERVIEW TV-MIT-01RENTON AREATV-MIT-02TALBOT HILL AREA NORTHTV-MIT-03TALBOT HILL AREA SOUTHTV-MIT-04FAIRWOOD AREATV-MIT-05EXOTHERMIC WELD CONNECTION DETAIL TV-MIT-06UNDER I-405 VAULT PIPE DETAILTV-MIT-07DECOUPLER TO PIPELINE DETAILTV-MIT-08ARRESTER TO PIPELINE DETAILTV-MIT-09GRADIENT CONTROL MAT DETAILTV-MIT-10VALVE AND VAULT GRADIENT MAT DETAILTV-MIT-11GROUND WELL DETAILTV-MIT-12BILL OF MATERIALS / DIVISION OF RESPONSIBILITIESTV-MIT-13PLAN VIEW1" = 1,500'10ISSUED FOR CONSTRUCTION07/24/2020 AMH CKK KPP JFS1 UPDATES PER ONSITE VISIT02/19/2021 AMH CKK KPP JFSKnow what'sbelow.before you dig.CallRSUBSTATIONSLEGENDNSPU WATER PIPELINES1TV-MIT021TV-MIT031TV-MIT041TV-MIT05Digitally signed by Kyle Davis BennettDate: 2022.07.12 16:15:32-07'00'This permit is for Major construction work in the ROW and will be billed at an additional$158/HR for inspections. After hours and weekend work will be billed at $175/HR
RENTONCP SITE 91 RECTIFIER ON S 134THS 134TH ST - RECTIFIER ON 134THCP SITE 7 (E) - RECTIFIER ON S 2ND STI-405 UPPERI-405MAIN AVE.WELLS AVE. SWILLIAMS AVE. SLOGAN AVE.S 2ND STRAINER AVE. S.HARDE AVE. SW84TH AVE. SSW LANGSTON RDS LANGSTON
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6TH AVE. SSE 134TH STLIND AVE. SWLAKE AVE. SS 2ND STSHATTUCK AVE. SWHITEWORTH AVE. SMORRIS AVE. SBURNETT AVE. SBRONSON WAY SHOUSER WAY SRECTIFIER 59I-405 LOWEREXOTHERMIC WELDCONNECTION IN VAULTUNDER I-405Know what'sbelow.before you dig.CallRNTHIS DRAWING WAS PREPARED BY POWERENGINEERS, INC. FOR A SPECIFIC PROJECT,TAKING INTO CONSIDERATION THESPECIFIC AND UNIQUE REQUIREMENTS OFTHE PROJECT. REUSE OF THIS DRAWINGOR ANY INFORMATION CONTAINED IN THISDRAWING FOR ANY PURPOSE ISPROHIBITED UNLESS WRITTEN PERMISSIONFROM BOTH POWER AND POWER'S CLIENTIS GRANTED.REVREVISIONSDATE DRN DSGN CKD APPDREFERENCE DRAWINGSDSGNDRNCKDFOR 22x34 DWG ONLYSCALE:JOB NUMBER REVDRAWING NUMBER162180TRANSFERRED VOLTAGE PIPELINE MITIGATIONPLAN VIEWTV-MIT-02RENTON AREACKK 03/31/2020DLK 03/31/2020KPP 03/31/2020N.T.S.DETAIL 1ARRESTER ADDITIONSGRADIENT CONTROL MATLEGENDGROUND WELLSUBSTATIONSSPU WATER PIPELINESQUANTITYMITIGATION DESCRIPTION RESPONSIBILITIES6 ARRESTERADD AN ARRESTER FOR EACH RECTIFIER (SEE SHEET TV-MIT-09)CONTRACTOR3 EXOTHERMIC WELDEXOTHERMIC WELD AT EACH WATER PIPE TO BE ELECTRICALLY CONTINUOUS (SEE SHEET TV-MIT-07)CONTRACTOR20ISSUED FOR CONSTRUCTION 07/24/2020 AMH CKK KPP JFS1 UPDATES PER ONSITE VISIT 02/19/2021 AMH CKK KPP JFS2 ISSUED FOR CONSTRUCTION 07/12/2022 CKK CKK KPP JFSDigitally signed by Kyle Davis BennettDate: 2022.07.12 16:16:03-07'00'
AIR VALVE (IN GROUND VAULT)ACCESS HOLECATHODIC TESTING STATIONACCESS HOLEAIR VALVE(IN GROUND VAULT)AIR VALVEBURIED ACCESS HOLE(SPU TO LOCATE AND INSTALLMANHOLE CHAMBER VAULT)BURIED ACCESS HOLE(SPU TO LOCATE AND INSTALLMANHOLE CHAMBER VAULT)BLOW OFF VALVE(DECOUPLERLOCATED ADJACENTTO BLOW OFF VALVE)ACCESS HOLE(IN GROUND VAULTS TO BE INSTALLED)CP SITE 5 RECTIFIER ON BEACON AND JONESBEACON WAYSOUTHS 7TH ST.JONES AVE SSE
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LINCOLN AVE SESE 8TH STACCESS HOLE WITH 1 METER VAULTACCESS HOLE WITH 1 METER VAULTCATHODIC TESTING STATIONACCESS HOLEACCESS HOLEACCESS HOLEABANDONED METER BOX AND METER VAULTCATHODIC TESTING STATIONACCESS HOLE(IN GROUND VAULTS TO BE INSTALLED)ACCESS HOLE(IN GROUND VAULTS TO BE INSTALLED)THIS DRAWING WAS PREPARED BY POWERENGINEERS, INC. FOR A SPECIFIC PROJECT,TAKING INTO CONSIDERATION THESPECIFIC AND UNIQUE REQUIREMENTS OFTHE PROJECT. REUSE OF THIS DRAWINGOR ANY INFORMATION CONTAINED IN THISDRAWING FOR ANY PURPOSE ISPROHIBITED UNLESS WRITTEN PERMISSIONFROM BOTH POWER AND POWER'S CLIENTIS GRANTED.REVREVISIONSDATE DRN DSGN CKD APPDREFERENCE DRAWINGSDSGNDRNCKDFOR 22x34 DWG ONLYSCALE:JOB NUMBER REVDRAWING NUMBER162180TRANSFERRED VOLTAGE PIPELINE MITIGATIONPLAN VIEWTV-MIT-03TALBOT HILL AREA NORTHCKK 03/31/2020DLK 03/31/2020KPP 03/31/2020N.T.S.Know what'sbelow.before you dig.CallRNDETAIL 1QUANTITYMITIGATIONDESCRIPTIONRESPONSIBILITIES1ARRESTERADD AN ARRESTER FOR EACH RECTIFIER (SEE SHEET TV-MIT-09)CONTRACTOR11GROUND MATEACH GROUND MAT CONNECTED TO EXISTING APPERTANACE AND PIPE THROUGH DECOUPLER (SEE SHEET TV-MIT-10)CONTRACTOR3GROUND MATEACH GROUND MAT CONNECTED TO NEW ACCESS HOLE AND PIPE THROUGH DECOUPLER (SEE SHEET TV-MIT-10)CONTRACTORARRESTER ADDITIONSGRADIENT CONTROL MATLEGENDGROUND WELLSUBSTATIONSSPU WATER PIPELINESNOTES:1. ALL DECOUPLER BOXES INSTALLED AT EDGE OF RIGHT OF WAY UNLESS OTHERWISE NOTED.30 ISSUED FOR CONSTRUCTION07/24/2020 AMH CKK KPP JFS1 UPDATES PER ONSITE VISIT02/19/2021 AMH CKK KPP JFS2 ISSUED FOR CONSTRUCTION07/12/2022 CKK CKK KPP JFS3 ADDED GROUND MAT ABOVE VAULTS 06/27/2023 CKK CKK KPP JFS33COMPLAINT, NO MITIGATION
ACCESS HOLE(IN GROUND VAULTS TO BE INSTALLED)ACCESS HOLE(IN GROUND VAULTS TO BE INSTALLED)CATHODICTESTING STATIONBURIED ACCESS HOLE(SPU TO LOCATE AND INSTALL MANHOLECHAMBER/VAULT DECOUPLER INSTALLEDADJACENT TO TEST STATION AND ACCESS HOLE)GINGER CREEK - RECTIFIER AT KIRLAND AVE.BEACON WAY SEEDMONDSAVE SEPUGET DR SEKIRKLAND AVE SEROYAL HILLS DR SE116TH SE AVE.EDMONDS WAY SESE 16TH
SE 18TH PL BEACON WAY SEKnow what'sbelow.before you dig.CallRNTHIS DRAWING WAS PREPARED BY POWERENGINEERS, INC. FOR A SPECIFIC PROJECT,TAKING INTO CONSIDERATION THESPECIFIC AND UNIQUE REQUIREMENTS OFTHE PROJECT. REUSE OF THIS DRAWINGOR ANY INFORMATION CONTAINED IN THISDRAWING FOR ANY PURPOSE ISPROHIBITED UNLESS WRITTEN PERMISSIONFROM BOTH POWER AND POWER'S CLIENTIS GRANTED.REVREVISIONSDATE DRN DSGN CKD APPDREFERENCE DRAWINGSDSGNDRNCKDFOR 22x34 DWG ONLYSCALE:JOB NUMBER REVDRAWING NUMBER162180TRANSFERRED VOLTAGE PIPELINE MITIGATIONPLAN VIEWTV-MIT-04TALBOT HILL AREA SOUTHCKK 03/31/2020DLK 03/31/2020KPP 03/31/2020N.T.S.DETAIL 1ARRESTER ADDITIONSGRADIENT CONTROL MATLEGENDGROUND WELLSUBSTATIONSSPU WATER PIPELINESQUANTITYMITIGATIONDESCRIPTIONRESPONSIBILITIES1ARRESTERADD AN ARRESTER FOR EACH RECTIFIER (SEE SHEET TV-MIT-09)CONTRACTOR2GROUND MATEACH GROUND MAT CONNECTED TO EXISTING APPERTANACE AND PIPE THROUGH DECOUPLER (SEE SHEET TV-MIT-10)CONTRACTOR2GROUND MATEACH GROUND MAT CONNECTED TO NEW ACCESS HOLE AND PIPE THROUGH DECOUPLER (SEE SHEET TV-MIT-10)SEATTLE PUBLIC UTILITIESNOTES:1. ALL DECOUPLER BOXES INSTALLED AT EDGE OF RIGHT OF WAY UNLESS OTHERWISE NOTED.20 ISSUED FOR CONSTRUCTION07/24/2020 AMH CKK KPP JFS1 UPDATES PER ONSITE VISIT02/19/2021 AMH CKK KPP JFS2 ADDED GROUND MAT ABOVE VAULTS 06/27/2023 CKK CKK KPP JFS2COMPLAINT, NO MITIGATION
500 FOOT GROUND WELL(MINIMUM 20 FEET FROMPIPELINE. INSTALL ADJACENTTO EXISTING GRAVELACCESS ROAD.)340 FEET DEEP WELL ANODE AT 133500 FOOT GROUND WELL(MINIMUM 40 FEET FROMTRANSMISSION LINES)132 ND PLACE SESE FAIRWOOD BLVD.Know what'sbelow.before you dig.CallRNTHIS DRAWING WAS PREPARED BY POWERENGINEERS, INC. FOR A SPECIFIC PROJECT,TAKING INTO CONSIDERATION THESPECIFIC AND UNIQUE REQUIREMENTS OFTHE PROJECT. REUSE OF THIS DRAWINGOR ANY INFORMATION CONTAINED IN THISDRAWING FOR ANY PURPOSE ISPROHIBITED UNLESS WRITTEN PERMISSIONFROM BOTH POWER AND POWER'S CLIENTIS GRANTED.REVREVISIONSDATE DRN DSGN CKD APPDREFERENCE DRAWINGSDSGNDRNCKDFOR 22x34 DWG ONLYSCALE:JOB NUMBER REVDRAWING NUMBER162180TRANSFERRED VOLTAGE PIPELINE MITIGATIONPLAN VIEWTV-MIT-05FAIRWOOD AREACKK 03/31/2020DLK 03/31/2020KPP 03/31/2020N.T.S.DETAIL 1ARRESTER ADDITIONSGRADIENT CONTROL MATLEGENDGROUND WELLSUBSTATIONSSPU WATER PIPELINESQUANTITYMITIGATION DESCRIPTION RESPONSIBILITIES1 ARRESTERCONNECT PIPELINES TO DEEP ANODE THROUGH ARRESTER (SEE SHEET TV-MIT-09)CONTRACTOR2 EXOTHERMIC WELDEACH GROUND WELL CONNECTED TO PIPELINE THROUGH DECOUPLER (SEE SHEET TV-MIT-08)CONTRACTORNOTES:1. ALL DECOUPLER BOXES INSTALLED AT EDGE OF RIGHT OF WAY UNLESS OTHERWISE NOTED.10ISSUED FOR CONSTRUCTION07/24/2020 AMH CKK KPP JFS1 UPDATES PER ONSITE VISIT02/19/2021 AMH CKK KPP JFSDigitally signed by Kyle Davis BennettDate: 2022.07.12 16:17:38-07'00'
INSTALLATION INSTRUCTIONS:1. STRIP CABLE INSULATION BARE AND CLAMP.2. USE CHARGE AND METHODS RECOMMENDED BY EXOTHERMIC WELD MANUFACTURER.3. WHEN WELD HAS SET, REMOVE MOLD AND TEST EXOTHERMIC WELD CONNECTION BY RAPPINGSHARPLY WITH HAMMER.4. CLEAN SLAG FROM WELD AND PIPE.5. ALL COATING DAMAGE SHALL BE REPAIRED.6. FOR ALL MATERIAL CALLOUTS, SEE DRAWING TV-MIT-13, BILL OF MATERIALS.CABLE ATTACHMENTWELD DETAIL1TV-MIT06EXOTHERMIC WELD CONNECTIONDETAIL2TV-MIT06CABLE SHALL BE BURIED 3'-0" BELOW GRADE (MINIMUM).PLACE EXOTHERMIC WELD CONNECTIONON SIDE OF PIPE IF COVER IS LESS THAN 2'-0"COATING SEALDETAIL3TV-MIT062TV-MIT063TV-MIT06REPAIR COATING AFTERATTACHING CABLESINSULATED COPPER CABLE#6 AWG OR LARGERPIPEREPAIR COATINGPIPE COATINGCOMPLETED EXOTHERMIC WELDPIPESEAL WELD WITHEPOXY OR SIMILARPIPE COATINGPIPEINSULATEDCOPPERCABLE #6 AWGTHIS DRAWING WAS PREPARED BY POWERENGINEERS, INC. FOR A SPECIFIC PROJECT,TAKING INTO CONSIDERATION THESPECIFIC AND UNIQUE REQUIREMENTS OFTHE PROJECT. REUSE OF THIS DRAWINGOR ANY INFORMATION CONTAINED IN THISDRAWING FOR ANY PURPOSE ISPROHIBITED UNLESS WRITTEN PERMISSIONFROM BOTH POWER AND POWER'S CLIENTIS GRANTED.REVREVISIONSDATE DRN DSGN CKD APPDREFERENCE DRAWINGSDSGNDRNCKDFOR 22x34 DWG ONLYSCALE:JOB NUMBER REVDRAWING NUMBER162180TRANSFERRED VOLTAGE PIPELINE MITIGATIONDETAILTV-MIT-06EXOTHERMIC WELD CONNECTIONCKK 03/31/2020DLK 03/31/2020KPP 03/31/2020N.T.S.8SEE NOTE 6 AND DETAIL 28SEE NOTE 6 AND DETAIL 28SEE NOTE 610ISSUED FOR CONSTRUCTION07/24/2020 AMH CKK KPP JFS1 UPDATES PER ONSITE VISIT02/19/2021 AMH CKK KPP JFSDigitally signed by Kyle Davis BennettDate: 2022.07.12 16:18:36-07'00'
THIS DRAWING WAS PREPARED BY POWERENGINEERS, INC. FOR A SPECIFIC PROJECT,TAKING INTO CONSIDERATION THESPECIFIC AND UNIQUE REQUIREMENTS OFTHE PROJECT. REUSE OF THIS DRAWINGOR ANY INFORMATION CONTAINED IN THISDRAWING FOR ANY PURPOSE ISPROHIBITED UNLESS WRITTEN PERMISSIONFROM BOTH POWER AND POWER'S CLIENTIS GRANTED.REVREVISIONSDATE DRN DSGN CKD APPDREFERENCE DRAWINGSDSGNDRNCKDFOR 22x34 DWG ONLYSCALE:JOB NUMBER REVDRAWING NUMBER162180TRANSFERRED VOLTAGE PIPELINE MITIGATIONDETAILTV-MIT-07UNDER I-405 VAULT PIPE DETAILCKK 06/23/2020AMH 06/23/2020KPP 06/23/2020N.T.S.NOTES:1. EXTEND GRADIENT MAT TO INTERIOR OF VAULT WITH A MAXIMUM 1'-0" SPACING. SPECIFIED MATUSES 6" SPACING.2. FOR ALL MATERIAL CALLOUTS, SEE DRAWING TV-MIT-13, BILL OF MATERIALS.1TV-MIT068CEMENTSUPPORTTYP.GROUND LINESECTION CUTUNDERGROUND VAULTTYP.INSULATED COPPERCABLE #4 AWG10ISSUED FOR CONSTRUCTION07/24/2020 AMH CKK KPP JFS1 UPDATES PER ONSITE VISIT02/19/2021 AMH CKK KPP JFSDigitally signed by Kyle Davis BennettDate: 2022.07.12 16:20:27-07'00'
SOLID STATE DECOUPLERTERMINAL.HEX HEADSTAINLESS STEELBOLT AND WASHERSTAINLESS STEEL WASHERSTAINLESS STEEL NUTLUG FOR #6 AWGCONNECTION DETAILCABLE TO SSD TERMINALNOTES:1. MECHANICAL CONNECTION TO MITIGATION WIRE. CRIMP A TERMINAL/LUG TO THE ENDS OFCABLES, LUGS ARE BOLTED TO SECURE CONNECTION.2. FOR ALL MATERIAL CALLOUTS, SEE DRAWING TV-MIT-13, BILL OF MATERIALS.#6 AWG LEADS WITH TERMINALS ATTACHED ONONE END PLUS NUTS, BOLTS, AND WASHERSSEE NOTE 2429" ID WATER SAMPLING STANDSEE NOTE 25PIPELINE TYP. (PLAN VIEW)PIPELINE DECOUPLERDETAIL1TV-MIT08MAKE LEAD LENGTHS AS SHORT ASPOSSIBLE TO MINIMIZE INDUCTIVEVOLTAGE DROP DUE TO TRANSIENTSSEE NOTE 24THIS DRAWING WAS PREPARED BY POWERENGINEERS, INC. FOR A SPECIFIC PROJECT,TAKING INTO CONSIDERATION THESPECIFIC AND UNIQUE REQUIREMENTS OFTHE PROJECT. REUSE OF THIS DRAWINGOR ANY INFORMATION CONTAINED IN THISDRAWING FOR ANY PURPOSE ISPROHIBITED UNLESS WRITTEN PERMISSIONFROM BOTH POWER AND POWER'S CLIENTIS GRANTED.REVREVISIONSDATE DRN DSGN CKD APPDREFERENCE DRAWINGSDSGNDRNCKDFOR 22x34 DWG ONLYSCALE:JOB NUMBER REVDRAWING NUMBER162180TRANSFERRED VOLTAGE PIPELINE MITIGATIONDETAILTV-MIT-08DECOUPLER TO PIPELINECKK 03/31/2020DLK 03/31/2020KPP 03/31/2020N.T.S.SEE NOTE 28SEE NOTE 2(3)TYP.CONNECTED TO GROUND MATEXISTING GRADESSD10ISSUED FOR CONSTRUCTION07/24/2020 AMH CKK KPP JFS1 UPDATES PER ONSITE VISIT02/19/2021 AMH CKK KPP JFS(-) (+)Digitally signed by Kyle Davis BennettDate: 2022.07.12 16:20:40-07'00'
NOTES:1. MECHANICAL CONNECTION TO MITIGATION WIRE. USE TERMINAL BLOCKS TO SECURECONNECTION.2. ARRESTERS TO BE MOUNTED INSIDE OF EXISTING RECTIFIER CABINETS VIA FOUR INCHES OFSTANDARD DIN RAIL.3. FOR ALL MATERIAL CALLOUTS, SEE DRAWING TV-MIT-13, BILL OF MATERIALS.THIS DRAWING WAS PREPARED BY POWERENGINEERS, INC. FOR A SPECIFIC PROJECT,TAKING INTO CONSIDERATION THESPECIFIC AND UNIQUE REQUIREMENTS OFTHE PROJECT. REUSE OF THIS DRAWINGOR ANY INFORMATION CONTAINED IN THISDRAWING FOR ANY PURPOSE ISPROHIBITED UNLESS WRITTEN PERMISSIONFROM BOTH POWER AND POWER'S CLIENTIS GRANTED.REVREVISIONSDATE DRN DSGN CKD APPDREFERENCE DRAWINGSDSGNDRNCKDFOR 22x34 DWG ONLYSCALE:JOB NUMBER REVDRAWING NUMBER162180TRANSFERRED VOLTAGE PIPELINE MITIGATIONDETAILTV-MIT-09ARRESTER TO PIPELINE DETAILCKK 06/23/2020AMH 06/23/2020KPP 06/23/2020N.T.S.DEPTH PERMANUFACTURERSSPECIFICATIONSEXISTING GRADEEXISTING CABLEEXISTING RECTIFIER CABINETPIPELINE TYP. (PLAN VIEW)PIPELINE ARRESTERDETAIL1TV-MIT09CONNECTED TO ANODEARRESTER DETAILDIN RAIL MOUNTING FOOT3SEE NOTE 39FOUR INCHES STANDARD DIN RAIL (INSTALL AS NEEDED)EXISTINGCONNECTIONTO PIPELINESEXISTINGCONNECTIONTO ANODE BED4#6 AWG LEADS CONNECTINGV- TO EXISTING CONNECTION TO PIPELINEV+ TO EXISTING CONNECTION TO ANODE BED10 ISSUED FOR CONSTRUCTION 07/24/2020 AMH CKK KPP JFS1 UPDATES PER ONSITE VISIT 02/19/2021 AMH CKK KPP JFSDigitally signed by Kyle Davis BennettDate: 2022.07.12 16:20:55-07'00'
SEE NOTE 25GRADIENT CONTROL MATSEE NOTE 27NOTES:1. 8 FT BY 8 FT GRADIENT CONTROL MATS CONSTRUCTED OF TWO 4 FT BY 8 FT MATS.2. FOR ALL MATERIAL CALLOUTS, SEE DRAWING TV-MIT-13, BILL OF MATERIALS.THIS DRAWING WAS PREPARED BY POWERENGINEERS, INC. FOR A SPECIFIC PROJECT,TAKING INTO CONSIDERATION THESPECIFIC AND UNIQUE REQUIREMENTS OFTHE PROJECT. REUSE OF THIS DRAWINGOR ANY INFORMATION CONTAINED IN THISDRAWING FOR ANY PURPOSE ISPROHIBITED UNLESS WRITTEN PERMISSIONFROM BOTH POWER AND POWER'S CLIENTIS GRANTED.REVREVISIONSDATE DRN DSGN CKD APPDREFERENCE DRAWINGSDSGNDRNCKDFOR 22x34 DWG ONLYSCALE:JOB NUMBER REVDRAWING NUMBER162180TRANSFERRED VOLTAGE PIPELINE MITIGATIONDETAILTV-MIT-10GRADIENT CONTROL MATCKK 03/31/2020DLK 03/31/2020KPP 03/31/2020N.T.S.GRADIENT CONTROL MAT DETAILABOVE GROUND APPURTENANCE (TYP.)8'-0" TYP.8'-0" TYP.SSD1TV-MIT068SEE NOTE 22SOLID STATE DECOUPLERSEE NOTE 2#6 AWG LEADSSEE NOTE 24(3)TYP.1'-0"1'-0"ABOVE GROUND APPURTENANCEDECOUPLER DETAIL1TV-MIT10NATIVE BACKFILL10ISSUED FOR CONSTRUCTION07/24/2020 AMH CKK KPP JFS1 UPDATES PER ONSITE VISIT02/19/2021 AMH CKK KPP JFS(-) (+)SEE NOTE 1Digitally signed by Kyle Davis BennettDate: 2022.07.12 16:22:45-07'00'
PIPELINE3'-0" - 4'-0"EXISTING GRADE20 VOLT ISOLATED SURGE PROTECTOR (ISP)SEE NOTE 3101GROUND WELL (2) #4/0 AWGCOPPER CONDUCTORSEE NOTE 31TV-MIT06NATIVEBACKFILLMATERIALNOTES:1. ENSURE THAT THE CONNECTION TO THE PIPELINE IS MADE ONLY AFTER ALL GROUNDINGINSTALLATION IS COMPLETE.2. USE A WEIGHT TO ENSURE CONDUCTOR FEEDS DOWN THE GROUND WELL AND REACHES THEFULL 500 FT.3. FOR ALL MATERIAL CALLOUTS, SEE DRAWING TV-MIT-13, BILL OF MATERIALS.CROSS-SECTIONALDETAILINSTALLATION DETAILSINGLE WIRETHIS DRAWING WAS PREPARED BY POWERENGINEERS, INC. FOR A SPECIFIC PROJECT,TAKING INTO CONSIDERATION THESPECIFIC AND UNIQUE REQUIREMENTS OFTHE PROJECT. REUSE OF THIS DRAWINGOR ANY INFORMATION CONTAINED IN THISDRAWING FOR ANY PURPOSE ISPROHIBITED UNLESS WRITTEN PERMISSIONFROM BOTH POWER AND POWER'S CLIENTIS GRANTED.REVREVISIONSDATE DRN DSGN CKD APPDREFERENCE DRAWINGSDSGNDRNCKDFOR 22x34 DWG ONLYSCALE:JOB NUMBER REVDRAWING NUMBER162180TRANSFERRED VOLTAGE PIPELINE MITIGATIONDETAILTV-MIT-12GROUND WELLCKK 03/31/2020DLK 03/31/2020KPP 03/31/2020N.T.S.10'-0"15'-0"500'-0"5'-0"BENTONITEBACKFILLTHROUGHOUTENTIRE GROUNDWELL4SEE NOTE 38SEE NOTE 3(5)WIRED CONNECTIONS TO ISPEXOTHERMIC WELDCONNECTIONS(ONE PER PIPELINE)PIPELINEPIPELINEPIPELINEDEPTH PERMANUFACTURERSSPECIFICATIONS#6 AWG LEADS WITH TERMINALS ATTACHED ONONE END PLUS NUTS, BOLTS, AND WASHERSSEE NOTE 341PIPELINEPIPELINE8EXOTHERMIC WELDCONNECTIONS(ONE PER PIPELINE)SEE NOTE 31020 VOLT ISOLATED SURGE PROTECTOR (ISP)INSTALLED ON PANEL BOARD INSIDE OF HOFFMAN BOXAN OUTLINE DRAWING TO AID IN INSTALLATION ISPROVIDED WITH EACH UNIT.SEE NOTE 33'-0" NOMINAL8" ID CASTIRON VALVE BOX6COVER WIRESWITH SAND20 ISSUED FOR CONSTRUCTION 07/24/2020 AMH CKK KPP JFS1 UPDATES PER ONSITE VISIT 02/19/2021 AMH CKK KPP JFS2 BENTINITE FILL SPESIFICATIONS 07/12/2022 CKK CKK KPP JFSSEE NOTE 2(-) (+)(-) (+)5'-0"14154" END CAPSSEE NOTE 316UNISTRUTSEE NOTE 316221920213'-0"6'-6"6"2" PVC CONDUITSEE NOTE 3(2)1118131217HOFFMAN BOXMOUNTING HARDWARESEE NOTE 34" GRC15144" GRC10'-0"DIRECT EMBEDCONCRETE8" DIAGROUND LEVELSIDE VIEW(CONDUIT NOT SHOWN FOR CLARITY)111813121711231312IPS MOUNTING HARDWARESEE NOTE 30'-6"Digitally signed by Kyle Davis BennettDate: 2022.07.12 16:25:07-07'00'