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Home My WebLink AboutMFP20000412.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20000412 IVR Number: 20000412 Permit Informaon Permit Name:Puget Sound Energy - Electric Address/Locaon :01/29/2020Application Date:3424059117Parcel Number:13911 SE MAY VALLEY RD Permit Type:02/25/2020Issue Date:Franchise Permit Work Class:02/24/2021Expiration Date:Minor Utility Job Number:105092787Franchise Type:Electric Description:AT P01(319199 167490),CREW TO PARK IN ROW & REMOVE EXISTING OH XF AND INSTALL NEW 37.5 OH XF. INSTALL SEC. RISER AND (1) RUN OF 350 UG TPX. CUSTOMER TO TRENCH 80' NW FROM P01. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS . APPROVED WITH COMMENTS OR REDLINES Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 6905 S 228TH St KENT, WA 98032 C: (425) 892-0416ApplicantX Marita Bond Puget Sound Energy - Billing 6905 S 228th St Kent, WA 98032 B: (253) 395-6346Contact Carli Bunkelman PSE/POTELCO - Billing 6905 S 228th St Kent, WA 98032 B: (253) 437-6708Contact DUNCKLEY LUKE & CHELSEA 2018 NE 37TH PL RENTON , W 98056 Owner Marita Bond Puget Sound Energy - Billing 6905 S 228th St Kent, WA 98032 B: (253) 395-6346Specialized Billing General Condions & 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. This permit and plans must be posted at the job site at all times. 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. 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. Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation. 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. (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 1ϭ/Ϯϱ/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 1ϭ/Ϯϱ/2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1.܆ A copy of the Traffic Control Plan (TCP) Application form. 2.܆ A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall: ܆ Include map(s) showing the location of the project and work area. ܆ Be legible lettering and clear, contrasting, symbols of viewing or printing. ܆ Must indicate street names, and north arrow and scale. ܆ All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. ܆ Types of plans required: ܆ Work hour plan – show all mobility impacts during construction hours. ܆ Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. ܆ Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. ܆ Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering 4 4 4 4 4 4 4 13911 SE MAY VALLEY RD TBD TBD TBD TBD POTELCO 425 892 0416 KHADER GOUESSE KHADER.GOUESSE@PSE.COM 6905 S 228TH ST KENT, WA 98023 MFP20000412 Scott Warlick C.E.D 2/10/2020 Monday - Friday 9:00am - 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 CORRIE RYDBERG 01/29/2020 #13911SE MAY VALLEY RDCOAL CREEK PKWY SE1111 1111 P01ROAD WORK AHEAD W20-1SHOUL D E R WORK W21-5200'200'ROADWORKAHEADW20-1SHOULDERWORKW21-5200'200'SE MAY VALLEY RDCHANNELIZATIONDEVICE SPACINGMPH55/7035/4525/30TAPER403020TANGENT806040NPSEPUGETSOUNDENERGYJOB#10509278713911 SE MAY VALLEY RD, RENTON08/15/19FLAVIANA.NUNES@PSE.COM425-424-7809SHEET 1 of 1Puget Sound EnergyTraffic Control Supervisor:Gregory HarwoodCard No. 008997Card Exp. 08/13/2019gregory.harwood@pse.com(425)424-6425TEMPORARY TRAFFIC CONTROL PLANLEGEND28" TRAFFIC CONESIGN LOCATIONTRAFFIC FLOWPOLEWORK VEHICLE/FLASHING LIGHTSRIGHT OF WAYNotes:1. All signs and spacing to conform to theMUTCD and 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.MFP20000412 13928 13821 13829 ROW60'SE MA Y V A L L E Y R D 13911 319199-167490 15 kVA 120/240V (A) 37.5 kVA 120/240V (A) SLAU0541 319200-167368 319198-167371 319186-167368 #4/0 A C S R ABC#4/0 A C S R ABCMAP 16 4' X 4' WORK PIT CUSTOMER SUPPLIED 1 CUBIC YARD 5/8'' CRUSHED ROCK CUSTOMER SUPPLIED 4' X 4' WORK PIT CUSTOMER SUPPLIED 3/4" CUBIC YARD SAND CUSTOMER SUPPLIED 4' X 8' RECEIVING PIT 4' X 8' BORE PIT 90° R=48" 80'36'54''A' 'B'ROW60'10'4'1'13'2'4'SE M A Y V A L L E Y R D ADU RETAINING WALL 9'319199-167490 15 kVA 120/240V (A) 37.5 kVA 120/240V (A) 4' X 8' BORE PIT 18'18'4' X 8' RECEIVING PIT DWY FOG FOG FOG FOG FOG FOG 'A' 'B' W/ 4.74 CUBIC YARD OF SOIL DISPLACEMENT W/ 4.74 CUBIC YARD OF SOIL DISPLACEMENT 00 1"2" 00 50'100' SITE PLAN SCALE: 1" = 50' JOB SITE POWER GENERAL NOTES - RESIDENTIAL PROJECT 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, or as required by your local municipality. 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. 8. 9. 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. -OPEN TRENCH OR BORING FOR CROSSINGS ARE ALLOWED 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' X 4' WORK PIT & 1 CUBIC YARD 5/8'' CRUSHED ROCK AT P01 -REQUIRED TO PROVIDE 4' X 8' BORING PITS AT 'A' AND 'B' -REQUIRED TO PROVIDE 4’ X 4’ WORK PIT & 3/4 CUBIC YARD OF SAND AT M01 TRENCHING & CONDUIT. -INSTALL ± 80' OF 1-3" SCH'L 80 GREY PVC CONTINUOUS CONDUIT FROM P01 TO 'A'. -INSTALL ± 36' OF 1-3" RED OR GREY POLY CONTINUOUS CONDUIT FROM 'A' TO 'B'. -INSTALL ± 54' OF 1-3" SCH'L 40 GREY PVC CONTINUOUS CONDUIT FROM 'B' TO M01. -REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL OF THE CONDUITS. JOB SITE READINESS. -JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE. -ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL MUNICIPALITY. -ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE. -REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT ALL TIMES. -REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING. - IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED. -PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT. -IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS . N Vicinity Map N/A 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. JOB SITE ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required"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) NEW CABLE & CONDUIT DIAGRAM NOT TO SCALE 10.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. PARTIAL PLAN DETAIL SCALE: 1" = 20'PSE INST. 1-RUN 350 UG TPX ± 210' CUSTOMER SUPPLIED 1-3" RED POLY CONTINUOUS CONDUIT ± 36' N 60' ROW CL S NOT TO SCALE CROSS SECTION - SE MAY VALLEY RD LOOKING WEST SITE SPECIFIC NOTES AT P01: 319199-167490 -EXISTING 1971 40' CL-UNKNOWN POLE TO REMAIN -REMOVE (1) EX. 15kVA TRF, RETURN TO PSE YARD -INSTALL (1) STIRRUP, BOLTED & HOT CLAMP 1/0-397.5 & TAP AØ (MID: 2254100 & 2153100) -INSTALL (1) LB C/O BRACKET FUSE @ 15T (MID: 3412300) -INSTALL (1) 37.5kVA OH TRF 120/240v PER STD 6025.1000 (TRFPXF) -TRANSFER EXISTING SVC AT "13927" TO NEW TRF -INSTALL (1) 3" SEC RISER ON EXISTING STANDOFF BRACKETS PER STD 6042.1000 (RIS3CSS) ± 30' ___' ACTUAL M01: REMOTE TEMP METER -INSTALL 200A METER M02 AT "13911": NEW METER BASE -PSE METER DEPART. TO INSTALL 320A METER AT LATER TIME SPAN SPECIFIC NOTES P01 TO M01: -INSTALL 1-RUN 350MCM UG TPX, ± 210’ ___' ACTUAL ___ ___ ___ Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P01 319199-167490 15kVA Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: P01 319199-167490 37.5kVA 6211300 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 K. GOUESSE 253-254-2896 07/25/19 K. GOUESSE 253-254-2896 07/25/19 E. SCHOTT 714-893-2405 07/25/19 NOT REQUIRED RENTON DUNCKLEY RESIDENCE POWER OH 1Ø 120/240v TRF UPGRADE & NEW RES. OH-UG SVC 13911 SE MAY VALLEY RD, RENTON, WA 98059 N/A N/A N/A 105092787 AS NOTED 1 OF 2 KING N/A N/A CSPSKEPM SW 34-24N-05E N/A N/A 2405E135 2405E136 2405E135 MAP-16 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:KHADER GOUESSE 253-254-2896 KHADER.GOUESSE@PSE.COM GAS PHONE CABLE TV PROJECT PHASE PWR NOTIF#ORDER# 508105737 507808044 104318304 583062395 105092787 Service Superior 105092787SCALE: 6" = 1 MILE OVERHEAD CIRCUIT MAP 2405E136 Owner / Developer Contact Info officeATTN: LUKE DUNCKLEY 2018 NE 37TH PL RENTON, WA 98056 LUKE DUNCKLEY 208-255-0280 CIRCUIT FEET ADDED: SQ. FOOTAGE: PANEL SIZE: HEAT TYPE: EST. DEMAND: LRC: % V. DROP: % FLICKER: SCHEDULE 17 0' 3850 SQ FT 320A ELECTRIC 15.3kW 140A 1.9% 3.8% CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE MAP-16 05/2019 155.00 191.00 196.00 2.16 0.00 0.00 157.16 191.00 196.00 CUSTOMER SUPPLIED 1-3" SCH'L 80 CONTINUOUS PVC CONDUIT ± 80' CUSTOMER SUPPLIED 1-3" RED POLY CONTINUOUS CONDUIT ± 54' 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. MFP20000412 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER 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) TEMPORARY METER DETAIL @ M01 SCALE: NONE CUSTOMER POST, METER BASE, AND PANEL 6' MAX 5' PREFERRED 4' MIN PSE STUBOUT STUBOUT CONDUIT COVERING THE TEMPORARY CONNECTION 26" CUSTOMER OWNED TEMPORARY SERVICE CONDUCTORS 4' PSE CONDUCTOR 4' 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 K. GOUESSE 253-254-2896 07/25/19 K. GOUESSE 253-254-2896 07/25/19 E. SCHOTT 714-893-2405 07/25/19 NOT REQUIRED RENTON DUNCKLEY RESIDENCE POWER OH 1Ø 120/240v TRF UPGRADE & NEW RES. OH-UG SVC 13911 SE MAY VALLEY RD, RENTON, WA 98059 N/A N/A N/A 105092787 AS NOTED 2 OF 2 KING N/A N/A CSPSKEPM SW 34-24N-05E N/A N/A 2405E135 2405E136 2405E135 MAP-16 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 105092787UTILITY POLE EROSION CONTROL DETAIL TOP VIEW DRY DRAINAGE DITCH or DRY VEGETATED SITE SLOPE Place gravel bags for Sediment Trap Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE Not to scale Drainage ditches or Dry vegetated sites FLOW DIRECTION LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS. 6' 3' 8" TECHNIQUES FOR EROSION AND SEDIMENT CONTROL SILT FENCE DETAIL Not to Scale 0150.3200 METER DETAIL @ M02 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 Meter Assembly 48" 4'8" Service (Permanent Detail:) Not to Scale Conduit Ends Closed 4'8" 24" Min 36" Typical 3' To Trench Property Line Conduit Stakes Customer Provided 3" Schedule 40 Grey PVC Power Cable Conduit Customer Provided Gas Service Line Conduit 3" Conduit Service Riser Customer Provided Elec. Mtr Base Elec Mtr utility provided Gas Meter Relief Vent Building Wall Elec. Mtr Vent Utility Provided Seal 24"-36" CROSSINGS CONDUIT TABLE LOCATION POWER Length Remarks (type of crossing) SIZE Type Qty (Primary, Feeder, Secondary, St. FROM TO (in)sched each (ft)Light, Gas Only, etc.) A B 3 HDPE 1 36 SECONDARY 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 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. Backfill for Conduit Free of rocks larger than 8" in diameter) MFP20000412