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Home My WebLink AboutMFP20005056.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20005056 IVR Number: 20005056 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:11/02/2020Application Date:7227801690Parcel Number: 2800 NE 12TH ST Permit Type:02/08/2022Issue Date:Franchise Permit Work Class:02/08/2023Expiration Date:Minor Utility Job Number: 101131608 Description: Puget Sound Energy Electric Truck Setup and temporary lane closure (Eastbound Direction) for Removal and Relocation of P01 (318672 166703) along NE 13TH ST. New pole (P1A) to be relocated approx. 21ft WEST, outside of proposed driveway. OH services to be transferred to P1A along with the installation of (2) 3" secondary risers. See detail “A” for approx. location. 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 Carli Bunkelman PSE/POTELCO - Billing 6905 S 228th St Kent, WA 98032 B: (253) 437-6708Contractor Business License Number: 5109Construction Contractor: POTELI*227PL GREYSTOKE LLC 720 N 10TH ST #A-282 RENTON , WA 98057 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. 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 101131608 2800 NE 12TH STREET Monday Friday 8:00am 3:00pm PLEASE SEE ATTACHED POTELCO, INC 425 892 0416 Randy Blackie randy.blackie@PSE.COM 6905 S. 228TH ST KENT, WA 98032 MFP20005056 Scott Warlick CED 2/8/2022 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 11/2/2020 2800 NE 12th St Renton WA 98056 USABUSSTOPHARRINGTON AVE NEHARRINGTON AVE NENE 13 T H S T INDEX AVE NE1212 12121010 1010 PLACE SIGNS BOTH SIDES OF WORK AREA FROMTOTOW AWAY AREAPHONE 888-9999 INFRASOURCE LLC 00 0 0000000NO PARKINGNO-PAR K FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKW20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROAD WORK AHEAD W20-1W20-4ONE LANEROADAHEAD 100'100'100'191919191018 Resident(s) will be informed of temporary driveway closure Emergency vehicles will be allowed to pass construction zone. P01P01A RELOCATENEW ROADWORKAHEADW20-1 350' 350'ROADWORKAHEADW20-1100'W20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'STOP FLAGGER STOP FLAGGER STOP FLAGGER N TEMPORARY TRAFFIC CONTROL PLAN PSE PUGETSOUNDENERGY -OB101131608 2800 NE 12th St Renton, WA 1021/2020 Yuriy.Bashtovoy@pse.com (425) 424-6603 SHEET 1 of 1 Puget Sound Energy Traffic Control Supervisor: Yuriy S. Bashtovoy Card No. 011687 Card Exp. 06/30/2022 Yuriy.Bashtovoy@pse.com (425)424-6603 PRINT ON 11 X 17 SHEETS ONLY 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 30" x 30" 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. CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 55 + 60/65 45/55 35/40 30 25 SIGN SPACING "X" 800 500' 350' 200' 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 WORK PIT 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY 0'60'30' MFP20005056 NE 12TH ST HARRINGTON AVE NEHARRINGTON AVE NE#6CUA #6CURELOCATE FEED HIG 13 1308 FUTURE 28 HUNDRED PLAT 2812 28011170 2800 2810 2811 2821 2831 RELOCATE60' 29' A 50' NE 13 T H S T SEE DETAIL "A" SEE DETAIL "B" FEED HIG 13 50' NEW NE 12TH ST 2812 7' 25' NEW 1" = 50' N Vicinity Map 47.5038, -122.1819 Owner / Developer Contact Info officeATTN: GREYSTOKE, LLC 2325 NE 28TH STREET RENTON, WA 98056 JIM HOWTON 425.985.2024 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" 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. GAS PHONE CABLE TV 509721521 101131608 N/A 108123022 N/A 584045653 N/A 593223698 N/A 594136972 N/A N/A N/A N/A N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Removal UG Xfmr Removal OH Misc UG Misc Distribution Service Stubs HP Svc/MSA 101131608 N/A DESIGNED BY 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 L. BROWN 425.417.8620 09.20.20 S. JOHNSON 425.375.4185 09.11.20 N/A .N/A S. JOHNSON . 09.11.20 REDT # (RW-115276)CITY OF RENTON 28 HUNDRED RELOCATE (1) POLE & (1) TRANSFORMER 2800 NE 12TH STREET, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101131608 AS SHOWN 1 OF 2 KING N/A N/A QCSOKE 04SW-T23N-R05E N/A N/A 2305E015 2305E040 2305E015 HIG-13 COMCAST JIM COHN 800.934.6489 CENTURYLINK AMY ALLISTON 206.794.8534 RIGHT OF WAY AMBER YANG 425.456.2774 . . . E-Mail: Cell Phone: Project Manager Contact Information: Manager:LEE BROWN 425.417.8620 lee.brown@pse.com SITE PLAN x xx RETIREMENT POLE TABLE SITE # POLE DATA POLE TRANSFERS REMARKS GRID # HEIGHT CLASS YEAR XFMR CO. ID#TOPPED RMVD TEL TV FIBER ST. LIGHT (ADDITIONAL INFORMATION) P01 318672 166703 35' 3 2017 COMCAST 10.20.21 S.J.NEW RELO FOR POLE & STLT SVC 01.21.22 S.J.NEW RELO FOR POLE & SEC SVC ... POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P1A 318677-166694 35 3 2022 PSE Equip # x PSE GENERAL SPECIFICATIONS GENERAL -ALL WORK IS TO BE COMPLETED PER PSE STANDARDS & PRACTICES. COPIES OF ALL PSE STANDARDS ARE AVAILABLE UPON REQUEST. -WORK SITES SHALL BE KEPT CLEAR OF DEBRIS AND ALL CONSTRUCTION MATERIALS; EQUIPMENT AND PACKING SHALL BE REMOVED DAILY. -RETURN ALL UNUSED AND REMOVED POLES, TRANSFORMERS AND HARDWARE TO PSE, STOREROOM. ALL COPPER SHALL BE COILED AND RETURNED THE DAY IT IS REMOVED FROM THE POLES. REMOVE ALL UNUSED PINS AND INSULATORS. -RETURN ALL STREETLIGHTS, AREA LIGHTS AND FLOODLIGHTS TO SUMNER YARD. PRE-CONSTRUCTION -NOTIFY APPROPRIATE CITY, COUNTY OR DOT AUTHORITIES 48 TO 72 HOURS, OR AS REQUIRED BY PERMITTING AGENCY, IN ADVANCE OF STARTING WORK IN RIGHT-OF-WAY INVOLVING A PERMIT. -ALL SYSTEM SWITCHING SHALL BE APPROVED BY SYSTEM OPERATIONS (425-882-4652) A MINIMUM OF 48 HOURS IN ADVANCE. -NOTIFY CUSTOMERS OF ALL OUTAGES 48 HOURS IN ADVANCE. WORK DRAWINGS & DOCUMENTS -PSE PROJECT MANAGER OR ENGINEER SHALL APPROVE FIELD DESIGN CHANGES. -MARK ALL FIELD CHANGES, EQUIPMENT ID NUMBERS AND UNDERGROUND CABLE INFORMATION IN RED ON FOREMAN'S COPY OF WORK SKETCH. -RETURN ONE FOREMAN'S COPY OF WORK SKETCH TO PROJECT MANGER AT COMPLETION OF JOB. -WHEN PERMITS ARE REQUIRED, A COPY OF THE PERMITS SHALL BE AVAILABLE ON WORK SITE AT ALL TIMES. SAFETY -EFER TO PSE STANDARDS 6275.3000 FOR REQUIREMENTS ON SYSTEM GROUNDING -REFER TO PSE STANDARDS 6275.9210, 6275.9230 AND 6275.9250 FOR PERSONAL PROTECTIVE GROUNDING REQUIREMENTS. -REFER TO PSE STANDARDS 6275.9150 FOR VEHICLE GROUNDING AND BARRICADING REQUIREMENTS. -PROPER LINE CLEARANCES SHALL BE TAKEN AT THE BEGINNING, AND RELEASED AT THE END, OF EACH WORKDAY, OR AS OTHERWISE INSTRUCTED BY THE SYSTEM OPERATOR. -PROVIDE SIGNS, BARRICADES, AND TRAFFIC CONTROL IN CONFORMANCE WITH PERMIT REGULATIONS. -UTILIZE FLAGGING AND OTHER VEHICLE TRAFFIC CONTROL AS NECESSARY AND IN CONFORMANCE WITH LOCAL TRAFFIC REGULATIONS. -MAINTAIN TRAFFIC FLOW AS REQUIRED BY PERMITTING AGENCY. JOINT FACILITIES -COORDINATE WITH COMMUNICATION COMPANIES FOR TRANSFERS. OVERHEAD CONSTRUCTION POLES & STRUCTURES -POLES ARE TO BE INSTALLED OR RELOCATED AS STAKED. UNLESS OTHERWISE NOTED, ALL POLE LOCATION MEASUREMENTS ARE FROM THE CENTER OF THE POLE. -ALL NEW POLES SET SHALL BE THE CLASS INDICATED ON THE SKETCH, OR BETTER. DO NOT SET A LOWER CLASS POLE THAN SPECIFIED. -INSTALL GROUND PLATE ASSEMBLY ON ALL NEW POLES. INSTALL SWITCH GROUND ASSEMBLY PER STANDARD SPECIFICATION 6014.1000 AT NEW GANG OPERATED SWITCH LOCATIONS. -INSTALL GRID NUMBERS ON ALL NEW AND EXISTING POLES AS SHOWN ON SKETCH. -STRAIGHTEN EXISTING POLES AS INDICATED OR AS NECESSARY. -TREAT ALL FIELD-DRILLED POLES WITH COPPER NAPHTHENATE WOOD PRESERVATIVE. -REMOVE OLD POLES AFTER COMMUNICATION COMPANIES HAVE TRANSFERRED OFF AND RETURN TO PSE STOREROOM. FILL AND CROWN POLE HOLES AND RESTORE THE AREA SIMILAR TO ADJACENT LANDSCAPING. CONDUCTORS & EQUIPMENT -TRANSFER ALL OVERHEAD AND UNDERGROUND PRIMARY, SECONDARY AND SERVICE CONDUCTORS AND GUYS TO NEW POLES SET, UNLESS OTHERWISE INDICATED ON THIS SKETCH. -TRANSFER EXISTING TRANSFORMERS TO NEW POLES UNLESS OTHERWISE INDICATED ON THIS SKETCH. -USE STIRRUPS TO CONNECT ALL OVERHEAD AND UNDERGROUND PRIMARY TAPS, AND TRANSFORMERS ABOVE 25 KVA. INSTALL AT ALL SITES BEING WORKED WITHIN THE SCOPE OF THE PROJECT WHERE THEY ARE CURRENTLY MISSING. -FOR 12VK CONSTRUCTION, INSTALL AVIAN PROTECTION WITH #4 CU-COVERED JUMPERS (MID#9998076) AND #4 SD ALUMINUM COVERED TIE-WIRE (MID#8309760). FOR 34VK CONSTRUCTION USE BARE WIRE PRIMARY JUMPERS WITH PRE-FORMED HELICAL-GRIP TIES AND AVIAN PROTECTION DEVICES WHEN REQUIRED PER STD. 6015.2000. JUMPERS FOR POLES THAT ARE DOUBLE DEAD ENDED WITH TREE WIRE CAN BE EITHER THE SAME SIZE TREE WIRE CONDUCTOR OR COVERED CU. -APPLY GRIT INHIBITOR ON ALL AMPACT, STIRRUP, AND DEAD-END CONNECTIONS. -CONNECT PRIMARY TAPS AND TRANSFORMERS TO SAME PHASE AS EXISTING UNLESS OTHERWISE SHOWN ON THE DRAWING. -ALL NEUTRAL CONNECTIONS TO BE MADE WITH SOLID COMPRESSION CONNECTORS. CONNECT ALL POLE GROUNDS TO COMMON NEUTRAL. -USE LOAD-INTERRUPTER CUTOUTS (WITH ARC SHIELDS) ON ALL PRIMARY OVERHEADS AND UNDERGROUND TAPS WITH FUSED PROTECTION ABOVE 40T. -INSTALL WILDLIFE PROTECTORS ON ALL TRANSFORMERS. JIMHJIM1111@COMCAST.NET DEVELOPER TO COORDINATE WITH PSE PROJECT MANAGER & SERVICE PROVIDER PRIOR TO EXCAVATING WITHIN 3' OF LOCATE MARKS OF PSE ENERGIZED FACILITIES SITE SITE SPECIFIC NOTES AT P01 (318672-166703) 35' CLASS 3, 2017 -POLE TO BE RELOCATED APPROX 14' EAST, OUTSIDE OF PROPOSED DRIVEWAY -TRANSFER EXISTING STREETLIGHT AND TAG (SLAH5101) TO P1A - REMOVE POLE AND ALL PSE EQUIPMENT - RETAIN & REROUTE EXISTING SEC. MAIN & EXISTING SEC. SVC IN RISERS TO HH1 AT P1A - INSTALL NEW 35' CL 3 POLE (PS353) 6010.1100 (DETAIL 'A') - INSTALL (1) 2" SEC RISER ON NEW STANDOFF BRACKET (RIS2CSS) 6042.1000 - EXTEND RISER UP POLE AND PULL #6 CIC-DIAG WIRE FROM HH1 TO STREETLIGHT - INSTALL GRID # 318677-166697 AT P02 (318671-166688) 40' CLASS UNK, 2015 - DISCONNECT EXISTING STREETLIGHT CIRCUIT ON P02 . - WIRE NEW SEC #6TP TO STREETLIGHT ON P02 . - SPAN #6 TPX FROM P02 TO P03 AT P03 (318688-166689) 40' CLASS 3, 1984 - INSTALL #6 TPX SEC WIRE FROM P02 TO P03. - CONNECT NEW SEC #6TPX TO 25kVA TRANSFORMER. AT IP1 - INTERCEPT, RETAIN & REROUTE EXISTING SEC. MAIN & EXISTING SEC. SVC IN RISERS ON P01 TO HH1. AT SP1 - SPLICE EXISTING DB SECONDARY CABLE FROM P01 & RE-ROUTE TO HH1 SPAN NOTES P01 TO P02 REMOVE ±125' OF SECONDARY OH TPX FROM P01 T0 P02 REMOVED ( ') SECONDARY OH TPX P02 TO P03 INSTALL ±165' OF SECONDARY OH #6TPX FROM P02 TO P03 INSTALL ( ') SECONDARY OH #6TPX COORDINATE WITH PSE ON MAINTAINING ELECTRIC SERVICE TO EXISTING CUSTOMERS DURING ALL PHASES OF CONSTRUCTION EX OVERHEAD CIRCUIT MAP 2305E040 SCALE: 6" = 1 MILE SITE EX UNDERGROUND CIRCUIT MAP 2305E015 NOT TO SCALE SITE 1" = 20' DETAIL 'A' -N/A Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage V01 318648-166704 50kVA Developer Note: The following Fault Current information MUST BE conveyed to the builder of the units: All units may require upgraded house electrical equipment as the fault current at the meter base may exceed 10,000 amps. FAULT CURRENT TABLE 1Ø PM TRANSFORMERS (240/120V) 120V WINDINGS 240V WINDINGS LOCATION SIZE R/X MIN. %Z FAULT CURRENT MIN. %Z FAULT CURRENT V1A 50kVA 0.5 2.33 26,700 AMPS 1.70 17,400 AMPS CIRCUIT FEET ADDED: 10 FT DEDICATED FACILITIES SITE SPAN ADDITIONAL REMARKS LABOR UNITS # FROM TO FOOTAGE V1A --- REDUCED FLAMMABILITY - TOTAL FT= - SITE SPECIFIC NOTES CON'T AT HH1 - INSTALL (1) 2" CONDUIT FROM HH1 TO P1A POLE 2" RISER . - WIRE #6 CIC-DIAG TO (2 ) 3-POS CONNECTORS IN HH1 FOR STREETLIGHT CIRCUIT - CONNECT EXISTING SEC. MAIN & EXISTING SEC. SVC ROUTED FROM P01 AT SP2 - INTERCEPT EXISTING 1/O DB PRIMARY CABLE BØ23647 & RE-ROUTE TO V1A - INSTALL 1/O PRIMARY CABLE SPLICE (SPL10J) 6041.2000 AT V01 (318648-166704) - TRANSFER EXISTING GRID NUMBER AND PRIMARY CABLE TAG FROM V01 TO V1A - REMOVE EXISTING 50kVA XFMR - REMOVE EXISTING VAULT (2-23) (2-24) (2-20A) (2-57) (2-45) (2-60) R2 R2 MFP20005056 RESTORATION PER CITY OF RENTON STANDARDS FEED HIG 13 AØUNK BØ23647 NEW 1/O AL 23647-BØ DESIGNED BY 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 L. BROWN 425.417.8620 09.20.20 S. JOHNSON 425.375.4185 09.11.20 N/A .N/A S. JOHNSON . 09.11.20 REDT # (RW-115276)CITY OF RENTON 28 HUNDRED RELOCATE (1) POLE & (1) TRANSFORMER 2800 NE 12TH STREET, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101131608 N/A 2 OF 2 KING N/A N/A QCSOKE 04SW-T23N-R05E N/A N/A 2305E015 2305E040 2305E015 HIG-13 COMCAST JIM COHN 800.934.6489 CENTURYLINK AMY ALLISTON 206.794.8534 RIGHT OF WAY AMBER YANG 425.456.2774 . . . 10.20.21 S.J.NEW RELO FOR POLE & STLT SVC 01.21.22 S.J.NEW RELO FOR POLE & SEC SVC ... NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE FROM TO SIZE (IN)QTY. DESIGN LENGTH (FT) BENDS PULL (LBS) PULL REV (LBS) CABLE SIZE DESIGN LENGTH (FT) PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED LUBRICANT (Gal.) 90°45°22° 11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE EST. ACTUAL V1A SP3 2 1 30 1 - - -34 35 1/0 AL JKT 35 -23647 -(2-36, 2-54)0.6 2" SCH80 PVC (FT) & BENDS =30 1 0 0 0 --TTL (Gal.) =0.6 VAULT & EQUIPMENT TABLE SITE # GRID # VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFORMER ID NUMBERS (COMPANY ID) AS-BUILT INFORMATION LB DC FOREMAN: INCLUDE PHASE TAPPED V1A 318648 133704 42"x48"x38" Unistrut HH Matid: 7663001 50kVA RF MP 120/240 Matid: 9995529 1 1 MINU1SR 6045.1010 BØ (2-60) COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 3' MIN 3' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA 3' MIN JOINT TRENCH DETAIL NOT TO SCALE ROAD SIDE MINIPAD MINIPAD FIELD SIDE VAULT 6" of crushed rock (base for vault) P/L Power Secondary Power Primary Gas 12" Min Horizontal Separation Communications 42" Min 21"1' Feeder 38" 2" 4" Sand Bedding 12" Sand Cover 36" Cover 4" Sand Bedding 42" 6" Additional depth when Feeder is required PSE 10' FRONTAGE EASEMENT 1' TRANSFORMER Final Backfill Initial Backfill Trench Depth 42" - 48" TYPICAL NOTCH-OUT FOR TRANSFORMER, NOT TO SCALE & SECONDARY PEDESTAL/HANDHOLE BACK OF EASEMENT STANDARD EASEMENT LINE ROW 10' PL 1' 4' - 5' Min. 1' 7'7' TRANSFORMER (WHEN PRESENT) JOINT TRENCH DETAIL NOTES: 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) Primary Dirt Pile Final Grade 24" Min 36" Min Cover Over Power 48" Max Depth Final Backfill Gas 4" Sand Bedding Property Line intercept (depth varies). SidewalkCurb Location of roof drain 48" Typical Width may vary per Number of Utilities and Conduits 6" or 12" Min Sand Shading Over Gas after Compaction 12" Min R/W or Excavated 12" Typical Power Secondary Power TV & TEL 12" Min 12" Min Separation 4,5 1,2 1 3 6 6" or 12" Min Sand Shading Over Power after Compaction1 NOT TO SCALE NEW CONDUIT DIAGRAM SECONDARY 2" SECONDARY 3" PRIMARY 2" CONDUIT LEGEND TOP VIEW SIDE VIEW EXCAVATION: 4-2/3 CUBIC YARDS Rock Crushed 6" 3'-6" 2" 6' 6' 48"42" 36" 38" 42" Struts FRONT FRONTVAULT DETAIL @ V1A NOT TO SCALE Oil-Filled Equipment Clearances per PSE Std 0700.1500 If the oil-filled equipment is adjacent to… Clearance Requirement Combustible walls or roof (including stucco).10 FT Combustible walls using a reduced-flammability transformer. Gas service meter relief vent.3 FT Noncombustible walls, soffits, and roofs (including brick, concrete, steel and stone) providing the side of the transformer facing the wall does not have doors. Materials that pass UBC Std. 2-1 or ASTM E136-79 are considered to be noncombustible. 3 FT Generators, customer-owned transformers, fire sprinkler valves, standpipes, and fire hydrants.6 FT Doors, windows, vents, fire escapes, or other building openings.10 FT The water's edge of a swimming pool or any body of water.15 FT Facilities used to dispense or store LP, hazardous liquids, or fuel.20 FT Individual domestic and irrigation wells. Clearance not required on pole mounted transformers (pole placement still applies as stated in 6450.3000), TUT's installed in sealed vaults, 7200V single-phase padmount transformers 50kva or less, and reduced flammability oil. 100 FT Standoff Bracket 15" Min Length Conduit Clamp Conduit Field Face Quadrant Climbing SpaceRoad Face Quadrant Climbing Space 5" Min CL LCDirection of Vehicular Traffic CONDUIT RISER PLACEMENT DETAIL TOP VIEW NOT TO SCALE UTILITY POLE EROSION CONTROL DETAIL NOT TO SCALE Drainage ditches or Dry vegetated sites 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 SINGLE PHASE SECONDARY CONCRETE HANDHOLE - H1A, HH1 Not to scale 6050.2020-1 TOP VIEW SIDE VIEW 2'-4" EXCAVATION: 5-1/3 CUBIC YARDS 7'-0" 6'-0" 2" 2'-6" Install PVC bell endsand grout into wall 2'-6" Handhole 820 lbs Conduits and conductors shall enter fromends of handhole through knockouts provided Typical customer runservice conductors in duct Steel Door Seal conduitwith foam 6" Crushed rock SECONDARY HH/PEDESTAL TABLE Site Pedestal or Handhole Number of Positions Required Remarks H1A HANDHOLE 3 HH14350AS 6050.2020 (2-34) HH1 HANDHOLE 3 HH14350AS 6050.2020 (2-34) MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE OIL-FILLED TRANSFORMER TRANSFORMER APPROVED AREA COMBUSTIBLE BUILDING WALLS & ROOF3' 3' REDUCED FLAMMABILITY 3' SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE CONDUIT VOLTAGE ASBUILT INFORMATION SIZE LENGTH SIZE LENGTH BENDS DROP FLICKER Foreman - Complete FROM TO (1/O,4/O,350 )Design (ft) (in) Design (ft)90° 45°22° 11°(Percent) (Percent)Actual Amount Installed Cable Conduit P1A HH1 #6 50 2 15 1 1 1.9 2.3 (2-36, 2-54A) HH1 IP1 4/O 20 3 20 1 2.1 2.4 (2-36, 2-54A) HH1 SP2 4/O 20 3 20 1 2.3 2.5 (2-36) V1A H1A 350 15 3 15 2 1.5 1.6 (2-36, 2-54A) #6 UG Triplex (ft) =50 2" SCH80 PVC & BENDS (ft)=15 1 1 4/O UG Triplex (ft) =40 3" SCH80 PVC & BENDS (ft)=55 4 0.4 350 UG Triplex (ft) =15 TOTAL QTS OF GLUE 0.4 ST. LT. CIC #6 R2