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Home My WebLink AboutMFP21005285.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP21005285 IVR Number: 21005285 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:11/01/2021Application Date:7222000382Parcel Number: 2004 SHATTUCK AVE S Permit Type:11/30/2021Issue Date:Franchise Permit Work Class:11/30/2022Expiration Date:Minor Utility Job Number: 105092112Franchise Type:Electric Description: Puget Sound Energy Electric CREW TO REPLACE POLE AT P01 (317161 165919) WITH NEW POLE 7' AWAY AT P02 (317161 165913) AND REPLACE POLE AT P03 (317146 165919) WITH NEW POLE APPROX 7' AWAY AT P04 (317147 165913). CREW TO INSTALL NEW HH AND RUN SEC OH UG LINE EXT FROM P02 HH.HH TO RUN SERVICE TO 3 SHORT PLOT LOTS IN TRENCH AND CONDUIT. RESTORATION PER CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 6905 S 228TH St KENT, WA 98032 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 GILL TARSEM SINGH+SIDHU HAR 10120 SE 260TH ST #21 KENT , WA 98030 Owner Corrie Rydberg Puget Sound Energy 6905 S 228TH St KENT, WA 98032 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 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 4 4 4 4 4 4 4 4 4 4 4 105092112 2004 SHATTUCK AVE S Monday Friday 8:00am 3:00pm PLEASE SEE ATTACHED POTELCO, INC 425 892 0416 CHRIS.MORRIS@PSE.COM 6905 S. 228TH ST KENT, WA 98032 MFP21005285 Scott Warlick CED 11/30/2021 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 1111 16161010S 20TH PL 1010 991111 P01 P02 P04 P03 STOP FLAGGER STOP FLAGGER STOP FLAGGER W20-7AROAD WORK AHEAD W20-1W20-4ONE LANE ROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1100'100'ROADWORKAHEADW20-1W20-7AROADWORKAHEADW20-1 BEPREPAREDTOSTOPW3-4 100'100'100' 1010 SHATTUCK AVE SPRIVATE DRIVE PRIVAT E D R I V E 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 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 TEMPORARY TRAFFIC CONTROL PLAN N 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. 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 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m.Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV 10/18/2021 105092112 0 2004 SHATTUCK AVE S, RENTON, WA 98055. John Crofoot 425-424-6658 John.Crofoot@PSE.com 1 OF 1 Puget Sound Energy Traffic Control Supervisor: John Crofoot Card No. 012613 Card Exp. 10/31/24 John.Crofoot@pse.com (425)424-6658 1922 501 1928 1920 1918 1940 1934 2008 2003 2005 LOT 1 LOT 2 LOT 3 SHATTUCK AVE SS 20TH PLACE PARCEL # 7222000382ROW60'ROW 40'DW Y 317146-165919 317147-165913 25 kVA 120/240V (C) (25T) SLAE4800 317161-165919 25 kVA 120/240V (C) GRA 25 317161-165913 T0/11 37.5 kVA 120/240V (C) SLAG7057 #4CU#4CUCNCN317161-165913 T0/11 37.5 kVA 120/240V (C) SLAG7057 CUSTOMER SUPPLIED 5'6" X 4'5" WORK PIT CUSTOMER SUPPLIED 1-3" SCH'L 80 DISCONTINUOUS PVC CONDUIT ± 105' CUSTOMER SUPPLIED 1-3" SCH'L 80 DISCONTINUOUS PVC CONDUIT ± 70' 4' X 4' WORK PITCUSTOMER SUPPLIED 1 CUBIC YARD 5/8" CRUSHED ROCKCUSTOMER SUPPLIED 45° R=30" 90° R=48" 105'40'30'40'55' 5' CUSTOMER SUPPLIED 1-3" SCH'L 80 DISCONTINUOUS PVC CONDUIT ± 60' CUSTOMER SUPPLIED 1-3" SCH'L 80 DISCONTINUOUS PVC CONDUIT ± 40' PSE SUPPLIED / CUSTOMER INSTALLED 1-3" SCH'L 80 DISCONTINUOUS PVC CONDUIT ± 135' 317147-165913 25 kVA 120/240V (C) (25T) SLAE4800 2008 LOT 1 LOT 2 RD DW Y 317161-165913 T0/11 37.5 kVA 120/240V (C) SLAG7057 317147-165913 25 kVA 120/240V (C) (25T) SLAE4800 317146-165919 317161-165919 25 kVA 120/240V (C) 5' 7' 11' 15' 22' 10' 11' 8' ROW 40' 3'7'7'SHATTUCK AVE S317161-165913 T0/11 37.5 kVA 120/240V (C) SLAG7057 PSE INST. 1-RUN 350 UG TPX ± 100' PSE INST. 1-RUN 4/0 UG TPX ± 60' PSE INST. 1-RUN 4/0 UG TPX ± 125' PSE INST. 1-RUN 4/0 UG TPX ± 90' 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 P02 -REQUIRED TO PROVIDE 4' X 4' WORK PIT & 1 CUBIC YARD 5/8" CRUSHED ROCK AT P04 -REQUIRED TO PROVIDE 5’6" X 4’5" WORK PIT & 3/4 CUBIC YARD OF SAND AT HH1 TRENCHING & CONDUIT. -INSTALL ± 40' OF 1-3" SCH'L 80 GREY PVC CONDUIT FROM HH1 TO S1. -INSTALL ± 70' OF 1-3" SCH'L 80 GREY PVC CONDUIT FROM HH1 TO S2. -INSTALL ± 105' OF 1-3" SCH'L 80 GREY PVC CONDUIT FROM HH1 TO S3. -INSTALL ± 135' OF 1-3" SCH'L 80 GREY PVC CONDUIT FROM P02 TO P04. -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 47.4617,-122.2119 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 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. 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 C.MORRIS 253-259-1894 7/1/21 A.PERNELL 253-289-8568 7/1/21 E. SCHOTT 714-893-2405 05/24/19 N/A RENTON MOORMAN SHORT PLAT SEC L/E TRANS POLE INSLTALL & 3 STUBOUTS 2004 SHATTUCK AVE S, RENTON, WA 98055 N/A N/A N/A 105092112 AS NOTED 1 OF 2 KING N/A N/A CSPSKEIN SE 19-23N-05E N/A N/A 2305E076 2305E076 2305076SE GRA-25 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:CHRIS MORRIS 425-563-9618 CHRIS.MORRIS@PSE.COM GAS PHONE CABLE TV PROJECT PHASE PWR NOTIF#ORDER#105092112SCALE: 6" = 1 MILE OVERHEAD CIRCUIT MAP 2305E076 Owner / Developer Contact Info officeATTN: TARSEM S. GILL 10120 SE 260TH ST KENT , WA 98030 TARSEM S. GILL 425-984-4015 CIRCUIT FEET ADDED: SQ. FOOTAGE: PANEL SIZE: HEAT TYPE: EST. DEMAND: LRC: % V. DROP: % FLICKER: 0' 3,500 SQ FT 200A GAS 10kW 115A 3.5% 3.9% SITE SPECIFIC NOTES AT P01: 317161-165919 -REMOVE EXISTING 70' CL-1 (1963) B/O POLE (POLE TO BE CHARGED TO 108113907) -REMOVE EXISTING 25kVA TRF -TRANSFER EXISTING EQUIPMENT AND ATTACHMENTS TO P02 AT P02: 317161-165913 -INSTALL NEW 70' CL-1 TRANSMISSION POLE 7' E OF P01 PER STD 6031.4010 (PT701) (POLE TO BE CHARGED TO 101_____) -INSTALL (1) 12kV 1Ø SINGLE WING PER STANDARD 6031.4010 (TASW115) -INSTALL (1) BOLTED & HOT CLAMP #4-4/0 & TAP CØ (MID: 2153100) -INSTALL (1) 37.5kVA OH TRF 120/240v W/ LB C/O (FUSE @ 15T) PER STD 6025.1000 (TRPRXF) -INSTALL (1) 3" SEC RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 (RIS3CSS) ± 30' ___' ACTUAL -INSTALL GRID #317161-165913 AT P03: 317146-165919 -REMOVE EXISTING 40' CL-UNK (1989) B/O POLE (POLE TO BE CHARGED TO 108113907) -TRANSFER EXISTING EQUIPMENT AND ATTACHMENTS TO P04 AT P04: 317147-165913 -INSTALL NEW 40' CL-1 DISTRIBUTION POLE 7' E & 3' S OF P03 W/ GROUNDS PER STD 6031.1000 (PD401) (POLE TO BE CHARGED TO 101_____) -INSTALL (1) BOLTED & HOT CLAMP #4-4/0 & TAP CØ (MID: 2153100) -TRANSFER EXISTING (1) 25kVA OH TRF FROM P03 120/240v W/ LB C/O (FUSE @ 10T) PER STD 6025.1000 (TRFNXF) -INSTALL GRID #317147-165913 AT HH1: -INSTALL (1) 17"x30" PE SECONDARY HAND HOLE PER STD 6050.2000 (HH16350) -INSTALL (3) 6-POS FARGOS BARS S1 AT "LOT1": -INSTALL STUBOUT S2 AT "LOT2": -INSTALL STUBOUT S3 AT "LOT3": -INSTALL STUBOUT ___ ___ 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 317161-165919 25kVA 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#: P02 317161-165913 37.5kVA 6211300 New pole at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER TRANSFER Company ID#: Primary phase connected to: Tested Secondary Voltage P04 317147-165913 25kVA ___ ___ ___ ___ ___ ___ NEW CABLE DIAGRAM NOT TO SCALE 40' ROW CL W NOT TO SCALE CROSS SECTION - SHATTUCK AVE S LOOKING NORTH SPAN SPECIFIC NOTES P02 TO HH1: -INSTALL 1-3" CONTINUOUS GREY SCH'L 80 CONDUIT, ± 60', ___' ACTUAL -INSTALL 1-RUN 350MCM UG TPX, ± 100’ ___' ACTUAL HH1 TO S1: -INSTALL 1-RUN 4/0 UG TPX, ± 60’ ___' ACTUAL HH1 TO S2: -INSTALL 1-RUN 4/0 UG TPX, ± 90’ ___' ACTUAL HH1 TO S3: -INSTALL 1-RUN 4/0 UG TPX, ± 125’ ___' ACTUAL CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE GRA-25 10/2018 243.00 222.00 267.00 0.00 0.00 4.39 243.00 222.00 271.39 E 507661384 583061820 108113907 105092112Superior Removal OH Operations OH Maint 593208130 New Pole to be installed behind the future curb line on Shattuck Ave S. Please see approved permit set C18002192, the Moorman Short PLat, for details. MFP21005285 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) 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 C.MORRIS 425-563-9618 7/1/21 A.PERNELL 425-563-9618 7/1/21 E. SCHOTT 714-893-2405 05/24/19 N/A RENTON MOORMAN SHORT PLAT SEC L/E TRANS POLE INSLTALL & 3 STUBOUTS 2004 SHATTUCK AVE S, RENTON, WA 98055 N/A N/A N/A 105092112 AS NOTED 2 OF 2 KING N/A N/A CSPSKEIN SE 19-23N-05E N/A N/A 2305E076 2305E076 2305076SE GRA-25 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 10509211242" 45°42" 1' 45°Property LineRoad Side Top View of Mainline Trench for Single Stubout Location 3'Property LineRoad Side Top View of Mainline Trench for Pedestal or Double Stubout Location 42"45° 3' 45° STUBOUT EXCAVATION DIMENSIONS Not to scale STUBOUTS 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 Field Face Quadrant Road Face Quadrant Climbing Space 5" Min CL Direction of Vehicular TrafficCL TOP VIEW Standoff Bracket 15" Min Length Conduit Clamp Conduit CONDUIT RISER PLACEMENT DETAIL (P02) SCALE: NONE 4'x4' Work Pit UTILITY 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 TV & TEL Electric Service Cable in Conduit 3" Schedule 80 Grey PVC Excavated Dirt Pile Final Grade 24" Min 24" Min to 36" Max Cover Backfill for Conduit Free of rocks larger than 8" in diameter Separation 12" Min in Conduit Schedule 40 Yellow PVC Gas Service Line 32" Typical (Power, Gas, Phone & Cable) Separation 12" Min 12" Min Separation 36" MINIMUM COVER IN RIGHT OF WAY JOINT TRENCH DETAIL Joint Service Line in Conduit (NTS) To Excavated Dirt Pile 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. PSE 1730 POLYETHELYNE HANDHOLE PLAN VIEW 2" APPROX30" APPROX 17"ELECTRIC 4' - 5" PENTABOLTLOCK COVER 5' - 6" 18" SIDE VIEW4" X 4" KNOCKOUT (2 PLACES) APPROX 27"APPROX 40"20" CONDUITS ENTER FROM BENEATH AT ONE END OF HANDHOLE SINGLE PHASE SECONDARY HANDHOLE EXCAVATION DETAIL Not to scale MFP21005285