The URL can be used to link to this page

Home My WebLink AboutMFP20003813.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20003813 IVR Number: 20003813 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:08/27/2020Application Date:7227801075Parcel Number: 2715 SUNSET LN NE, APT Permit Type:02/12/2021Issue Date:Franchise Permit Work Class:02/14/2022Expiration Date:Minor Utility Job Number: 101128849Franchise Type:Electric Description: Puget Sound Energy Electric TRUCK TO BE SET AT P1A, P01, P02 & J01. CREW TO PULL WIRE FROM P1A TO J01, J01 TO J02. WIRE TO BE REMOVED FROM P02 TO P01. HS CUTS AT J01 AND P1A. CUSTOMER PROVIDED ADDRESS 1073 HARRINGTON AVE NE. UPDATED ADDRESS PROVIDED TO US FROM CITY. 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) 437-6708Contact COLPITTS SUNSET LLC 2256 38TH PL E SEATTLE , WA 98112 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 MFP20003813 Scott Warlick CED 2/12/2021 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 SUNSET LN NE1010P1A P01 P02 Vault J01 SUNSET LN NEGLENNWOOD AVE NE1212 1010 10 10 RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE PLACE SIGNS BOTH SIDES OF WORK AREA FROMTOTOW AWAY AREAPHONE 888-9999 INFRASOURCE LLC 000 00000 00 NO PARKINGNO-PARK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKSTOP FLAGGERW20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'W20-7AROADWORKAHEADW20-1W20-4ONE LA N E ROAD AHEAD 100'X'X' ROA D WOR K AHEA D W20-1100'FLAGGERS SHALL STOP TRAFFIC IN ALL DIRECTIONS (SHORT DURATION: APPROX 10 MINUTES) FOR LINE DROP. STOP FLAGGER USE MAXIMUM AVAILABLE SPACE FOR SIGNS CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 N TEMPORARY TRAFFIC CONTROL PLANPuget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB101128849 1073 HARRINGTON AVE NE, RENTON 08/04/2020 FLAVIANA.NUNES@PSE.COM 425-424-7809 SHEET 1 of 2 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. 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY VAULTVault MFP20003813 SUNSET LN NE1010P1A P01 P02 Vault J01 SUNSET LN NEGLENNWOOD AVE NE1212 1010 10 10 PLACE SIGNS BOTH SIDES OF WORK AREA FROMTOTOW AWAY AREAPHONE 888-9999 INFRASOURCE LLC 000 00000 00 NO PARKINGNO-PARK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKSTOP FLAGGERW20-7AROADWORKAHEADW20-1W20-4ONE LANEROADAHEAD100'100'100'FLAGGERS SHALL STOP TRAFFIC IN ALL DIRECTIONS (SHORT DURATION: APPROX 10 MINUTES) FOR LINE DROP. STOP FLAGGER W20-7AROADWORKAHEADW20-1BEPREPAREDTOSTOPW3-4100'100'100'W20-7AROAD WORK AHEAD W20-1BEPREPAR E D TOSTOP W3-4100'100'100'STOP FLAGGER 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP POLE WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 N TEMPORARY TRAFFIC CONTROL PLANPuget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 PSE PUGETSOUNDENERGY JOB101128849 1073 HARRINGTON AVE NE, RENTON 08/04/2020 FLAVIANA.NUNES@PSE.COM 425-424-7809 SHEET 2 of 2 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. VAULTVault MFP20003813 N Vicinity Map 47.5007, -122.1828 Owner / Developer Contact Info officeATTN: RENTON HOUSING AUTHORITY 2900 NE 10TH ST RENTON, WA 98056 SEAN MCCARTY 425.226.1850 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" 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 509236944 101128849 N/A 108120687 N/A 583064085 N/A 593219649 N/A 594136910 N/A N/A N/A N/A N/A N/A N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Removal OH XFMR OH Wire UG MISC Job Order Distribution Service Stubs HP Svc/MSA Phone INTOLIGHT Contact Information: MATT MAYNARD 425.559.3448 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 R. BLACKIE 253.395.6850 07.22.20 A.M. PAULSEN 206.437.9150 07.22.20 ... A.M. PAULSEN 206.437.9150 07.22.20 REDT # ( RW-118748 )CITY OF RENTON SUNSET OAKS SCHEDULE 73 OH-UG CONVERSION 1073 HARRINGTON AVE NE, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101128849 NOTED 1 OF 4 KING N/A N/A QCSOKE 09NW-T23N-R05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 COMCAST BILL WALKER 253.288.7538 CENTURYLINK KENNETH LUU 206 346.0144 RIGHT OF WAY VALERIE CONNELL 425.462.3518 . . . E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 253.395.6850 randy.blackie@pse.com x xx 11/18/20 R.BLACKIE NEW CAD, NEW TRENCH ROUTE ... ... sm@rentonhousing.org SITE x SUNSET OAKS SCHEDULE 73 OH TO UG CONVERSION NOTE: DEVELOPER TO PROVIDE ALL CIVIL WORK: TO AND INCLUDING EXCAVATION, BACKFILL, SHORING, TRENCH MAINTENANCE, SANDING FOR DUCT, SELECT 5/8" CRUSH FOR UNDER VAULTS, COMPACTION, ALL HARDSURACE RESTORATION AND RELATED LANDSCAPING RESTORATION. DEVELOPER TO PROVIDE TEMPORARY EXCAVATION PLATING (IF REQUIRED). & ANY ADDITIONAL LOCAL JURISDICITON REQUIREMENTS. EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES EROSION & SEDIMENT CONTROL REQUIREMENTS STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION GENERAL 1. Pre-construction Notify appropriate City or County 48 to 72 hours or as required by permitting agency before starting work on any right-of-way involving a permit. Follow all requirements as outlined by the permitting agency. Locate and mark all underground utilities prior to start of construction. If there is a conflict with the intended trench route as shown on the site plan and existing utilities or obstructions, trench route may need to be moved to opposite side of street. Cooperation with Quality Inspector, Puget Sound Energy Contractor, City or County authorities during Pre-construction meeting will determine the final trench route. 2. Existing Utilities Hand excavate (pothole) all marked utility crossings to verify exact location and depth at point of crossing. Protect underground utilities during excavation. Use hand excavation methods if necessary to avoid damage. Fabricate and install adequate temporary structures to support and protect underground utilities while exposed during construction. Maintain 6" minimum clearance at crossings between existing utilities and new duct installations. Transition trench or tunnel profile gradually as required at crossings. Maintain 24" minimum separation between new trench or tunnel and parallel existing utilities or as required by the permit agency. In the event of damage to an underground utility, notify Puget Sound Energy at once. Contractor agrees to make work force and resources available at once to Puget Sound Energy or municipal authorities to repair damage at no cost. 3. Work Drawings Maintain on site, in good condition, a complete file of all work drawings. These drawings shall be available at all times to a Puget Sound Energy representative. Corrections and changes made during the job shall be recorded continuously on these drawings. All underground electrical facilities shall have a minimum of 36 inches of cover. Any change must be approved by the PSE engineer or project manager. Furnish Puget Sound Energy a complete set of as built prints (foreman's copies) at the end of the job. 4. Safety Provide signs, barricades, and traffic control in conformance with local jurisdictions and regulations. Provide flagging and or other vehicle traffic control as needed in conformance with local regulations. (see SPM # 100.4000) Provide adequate signage and protection to traffic during non-working hours. Maintain traffic flow as required by permitting agency. Provide signs and barricades to warn pedestrians, motorcycles and bicycles. Install warning barricades at least every 50 feet along the trench route from the time the trench is opened until the trenching is complete. 5. Existing Systems Maintain existing electrical system in service until new system is complete, tested, and ready for service. Disable existing system only to make cutovers and connections as directed by Puget Sound Energy's representative. Provide temporary wiring and connections to maintain existing systems in service during construction; if a scheduled outage is not possible. When work must be performed on energized equipment or circuits, use qualified personnel for such operations. EARTHWORK See Puget Sound Energy SPM 6800.4050 1. Back hoe, Hand Dug Excavations Paved Surfaces Cut the edges of the trench prior to digging. Use the narrowest bucket practical or plow off the edge of paved surface far enough to minimize asphalt disturbance. Repair any blow out areas (where edge has been broken) by sawing. The depth of the trench shall be enough to allow 36" of cover . Backfill material shall be Controlled Density Fill (CDF) cover or select fill (5/8" minus) to meet permit requirements. Unpaved Surfaces Conduit/cable trenches are to be excavated just off the existing road edge or in the shoulder of the road behind the existing ditch line. Contractor shall use a back hoe with the narrowest width bucket practical or plow. Trench shall be deep enough to allow a minimum of 36" of cover over the top most cable. All ditch crossings shall have a minimum of 36" cover from the lowest point within the existing ditch line. Culverts; when installing facilities under a culvert, excavation must be filled with packed crush rock. If any culvert is damaged it will be repaired or replaced in accordance with permitting agency and contractors responsibility. Spoils shall be removed quickly to minimize blocking of traffic. All spoils and wastes become the property of the contractor immediately upon removal. Remove spoils and wastes promptly to an approved disposal site. Remove spoils containing asphalt or concrete to a disposal site specifically approved for such materials. Provide Puget Sound Energy with a disposal receipt for all spoils. 2. Backfill Unpaved Road Surfaces Backfill for unpaved road crossings shall consist of 1-1/2" to 2-1/2" material compacted to 95% density. Backfill for unpaved road sections shall consist of native material compacted to 95% density. At the end of each workday, backfill or plate all trench, remove all spoils and clean roadway surface of large hazardous debris. 3. Surface Restoration Unpaved Surfaces Restore ground surface to original contour. Restore to original condition or better. 4. Landscaping Arrange and perform work to minimize impact to existing landscaping. Restore landscaping that has been disturbed during the course of work, including seeding of banks and fills. Vaults set in bank areas may require re-sloping the surrounding land to avoid sloughing. Leave area in its original state or better at the end of construction. Hand dig if required to prevent damage to tree roots. ELECTRICAL 1. Conduit Conduit for installation in unpaved areas shall be 2", 3", 4", or 6" PVC SCH80 direct burial. Maintain 36" minimum cover above top conduit at all times or as required by the permitting agency. Where conduit is routed from road edge to vault location, maintain 36" minimum cover above top conduit at all times or as required by the permitting agency. Bends shall be made with as long a radius as possible (48" minimum). Avoid making sharp bends or kinks in conduit during installation. Obtain exact location of conduit entrance into vault from Puget Sound Energy before penetrating vault. Penetrate the vault using existing knockout or use core drilled holes. Stub the 4" or 6" PVC 2"-3" into vault interior and grout between the conduit and vault wall. Leave a 10' minimum of extra pull rope in each end of installed conduit where 4" or 6" PVC is installed and cap conduit to prevent the entry of dirt and moisture. Arrange work so conduit plays directly off reel into trench. Place the conduit in the trench as straight as possible. Avoid vertical and horizontal "snaking" of the conduit. Multiple conduit runs may be stacked vertically. Where conduit must be pulled through a trench to allow a crossing under an existing utility, cap conduit end before pulling to avoid contamination. If a kink occurs, cut the conduit ahead of kink and splice to new conduit to continue run. 2. Underground Primary Cable Primary cable shall be 1/O Alum Sol Jacketed Cable rated for 15 KV service with a polyethylene jacket. Primary cable shall be 61 strand 750 MCM aluminum conductor rated for 15 KV service with a copper tape neutral conductor and polyethylene jacket. A 4/0 copper neutral shall be run with each 3 phase circuit of 750 MCM. Install cable into existing or new conduit systems using approved installation equipment. Approved equipment includes either cable pullers and/or cable pushers. Pulling socks shall be non-conductive or similar material. Steel pulling socks are prohibited. Bare steel cable shall not be used to pull cable. Cable pulling equipment (winches, hoist, driven reels, etc.) shall be equipped with instrumentation to continually monitor and record peak tension encountered during a pull. Before installing cable, obtain rated pulling tension for cable from Puget Sound Energy. Do not exceed rating at any time during installation. Notify Puget Sound Energy immediately if pulling tension equals or exceeds rating (828/1657lbs for 1/0 or 5000lbs for 750 .) Do not exceed minimum bend radius of cable or impose kinks or sharp bends on cable during pulling operations. Install cable directly off reel without dragging it on the ground. Apply Puget Sound Energy approved lubricant to cable continually during pulling to reduce pulling tension and to permit future removal. Install adequate amounts of 3/4 " plywood on existing sidewalk areas to support pulling equipment and prevent un-necessary damage to sidewalks. Train and coil cables in vaults as required to form a smooth transition from conduit to termination. if terminations are to be performed by others, coil 15' of cable in vault and cap end. 3. Terminations and Splices Install approved terminations on cables in accordance with Puget Sound Energy SPM 2247.5115- 5119. Unless otherwise directed, approved terminations will be load break elbows in vaults and cold shrink pin terminals on pole risers per Puget Sound Energy SPM 2247.9317. Splice cable with approved splice kits in vaults, hand holes or similar enclosures. Do not splice cables in runs between vaults. See Puget Sound Energy SPM 2233.2075-2076. 4. Concrete Vaults Excavate, install base material, and compact base material in accordance with Puget Sound Energy SPM 6775.0040. Install and seal precast sections in accordance with Puget Sound Energy SPM 6775.0040. Use precast neck and shaft sections to bring manhole entrance to proper elevation. Install manholes plumb. Set the top of each manhole to finished elevation or no higher than 6" above existing road elevation. Install hillholders as required on sketch or by construction notes. 5. Grounding Install ground rod per Puget Sound Energy SPM 6275.6100 at each vault in which primary cable is terminated. Locate rod in trench excavation wherever possible to obtain maximum driven depth in undisturbed soil. Connect each ground individually to ground loop inside vault with bare no. 2 copper jumper or to Concentric neutral at each splice vault location. Minimum grounding requirement is 4 grounds per mile. 6. Existing Underground Primary Cable (if applicable) Abandon existing primary cable in place. Cut off old cable ends inside vault flush with wall. Before cutting, pigtail concentric neutral strands and connect to ground loop inside vault. Return scrap cable and existing cable tags to Puget Sound Energy. Remove or fill existing vaults as required by permitting agency. 7. Traffic Control All traffic control to comply with current specifications in M.U.T.C.D. GENERAL OVERHEAD NOTES: 1. Poles, conductors, devices to be installed per PSE Standards & Specifications. 2. Poles are to be installed or relocated as staked. 3. All new poles set shall be the class indicated on the sketch or better. 4. Install ground plate assembly on all new poles. 5. Install grid numbers on all new and existing poles as shown on sketch. 6. Treat all field-drilled poles with copper Naphthenate wood preservative. 7. Customer/Developer to coordinate between utilities. 8. All new and relocated poles -locations- to be approved by City of Renton OVERHEAD CIRCUIT MAP - EXISTING (2305E040) SCALE: 6" = 1 MILE JOB SITE EXISTING PROPERTY LINE EXISTING UG RISER NEW UG RISER J-BOX NEW TRENCH LINE EXISTING 3Ø WIRE EXISTING CENTER LINE CONDUCTOR TO BE REMOVED DISCONNECT - FUSED EXISTING 1Ø WIRE EXISTING RIGHT OF WAY PULL VAULT EXISTING POLE DOWN GUY EXISTING SECONDARY SERVICE LINE DISCONNECT - UNFUSED STREETLIGHT NEW POLE NEW PADMOUNT TRANSFORMER EXISTING PADMOUNT TRANSFORMER NEW HANDHOLE P ELECTRIC SYMBOLS LEGEND 101128849R1 R1 MFP20003813 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 R. BLACKIE 253.395.6850 07.22.20 A.M. PAULSEN 206.437.9150 07.22.20 ... A.M. PAULSEN 206.437.9150 07.22.20 REDT # ( RW-118748 )CITY OF RENTON SUNSET OAKS SCHEDULE 73 OH-UG CONVERSION 1073 HARRINGTON AVE NE, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101128849 NOTED 2 OF 4 KING N/A N/A QCSOKE 09NW-T23N-R05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 COMCAST BILL WALKER 253.288.7538 CENTURYLINK KENNETH LUU 206 346.0144 RIGHT OF WAY VALERIE CONNELL 425.462.3518 . . . 11/18/20 R.BLACKIE NEW CAD, NEW TRENCH ROUTE ... ... 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) UNIVERSAL MAP - EXISTING (2305E034) SCALE: 1" = 50' SCALE: 1" = 100' UNDERGROUND CIRCUIT MAP - EXISTING (2305E034) JOB SITE JOB SITE 101128849R1 MFP20003813 GLENNWOOD AVE NESUNSET LN NE PUBLIC ALLEY FEED PRI 11#2ACSR#2ACSRABCN 1130 TO BE RELOCATED SW#:T83987 FUSE @ 40T NEW 1123 & 1125 1131 FUT: 1-4" "A" "B" 16' NEW 52' 43' N OF EXST. LOC. TRANSFER TRANSFER TRANSFER 1" = 20' 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 R. BLACKIE 253.395.6850 07.22.20 A.M. PAULSEN 206.437.9150 07.22.20 ... A.M. PAULSEN 206.437.9150 07.22.20 REDT # ( RW-118748 )CITY OF RENTON SUNSET OAKS SCHEDULE 73 OH-UG CONVERSION 1073 HARRINGTON AVE NE, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101128849 NOTED 3 OF 4 KING N/A N/A QCSOKE 09NW-T23N-R05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 COMCAST BILL WALKER 253.288.7538 CENTURYLINK KENNETH LUU 206 346.0144 RIGHT OF WAY VALERIE CONNELL 425.462.3518 . . . SITE PLAN CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PRE-11 6.8.20 188 197 230 0 0 0 224 231 260.333 11/18/20 R.BLACKIE NEW CAD, NEW TRENCH ROUTE ... ... CIRCUIT FEET REMOVED: 340' CIRCUIT FEET ADDED: 440' 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) DEVELOPER TO COORDINATE WITH PSE PROJECT MANGER & SERVICE PROVIDER PRIOR TO EXCAVATING WITHIN 3' OF LOCATE MARKS OF PSE ENERGIZED FACILITIES 101128849 POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS REMARKS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER (ADDITIONAL INFORMATION) GRID # HEIGHT CLASS YEAR TOPPED RMVD P01 318579-166656 45 CL3 1959 SLAT3153 CENTURYLINK, COMCAST POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P1A 318583-166654 45 3 2020 PSE Equip # CROSSING CONDUIT TABLE X-ING # LOCATION POWER XING LENGTH TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY X01 "A" "B" 4 SCH 80 2 25 PRIMARY 4" SCH 80 PVC = 50 FT 4" PVC PLUG /CAPS = 4 TYPICAL AUGERED WORK SITE - 0150.3200 TECHNIQUES FOR EROSION AND SEDIMENT CONTROL NOT TO SCALE TYPICAL POLE WITH RISER DETAIL Schedule 80 Bend Ground Line 10' (Overall) Schedule 80 Conduit8' Min. 20' DB 120 Conduit 36" Primary 24" Secondary Note: Schedule 80 conduit shall extend a minimum of 8' above and 12" below ground line. Ground Line Common Neutral 6" Minimum above common neutral. even with the common neutral for secondary. 12 13 10 11 3 5" Min. 5 6 7 1 4 2 CL Climbing Space Climbing Space Direction of Vehicular Traffic 5" Min. Conduit Conduit Clamp Standoff Bracket 15" Min Length Field Face Quadrant Road Face Quadrant PLACE PEA GRAVEL BAGS (MID 9995892) FOR SEDIMENT TRAP PLACE STRAW MULCH ON DISTURBED AREA AUGERED HOLE POLE DITCH OR SENSITIVE AREA Cables should enter the vault so that all of the cables will lay in the same direction. Top View, 12 kV Cable Routing 24" Min Separation Telephone 2-4" Cable TV 2-4" Primary Power 4" Gas 12" Min Separation NOTE: Install 12" shading if the backfill contains rocks greater than 10" dia. 48" Max 36" Min Cover 24" Min Final Grade ROADSIDE Excavated Dirt Pile NOT TO SCALE TRENCH EXCAVATION DETAIL 12" 48" Typical (Power, Gas, and Communications) Over Power Conduits 6" Min Sand Cover 4" (When Present) (When Present) J- BOX CABLE ENTRY DETAIL NOT TO SCALE 12kV CABLE ROUTING CLEAR WORKING SPACE FOR VAULTS NOT TO SCALE FIELD SIDE (PREFERRED) ROAD SIDE (PREFERRED) 6' MIN 3' MIN 3' MIN 3' MIN 4" 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 318579-166656 25kVA 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. ADDRESS 1123/1125 NEW: %V DROP: 2.2 @ P1A % FLICKER: 2.4 @ P1A EXISTING: % V. DROP: 2.9% @ P01 % FLICKER: 2.5% @ P01 2" Excavation - 19-1/2 cubic yards SIDE VIEW 5'-4"Crushed 6" Rock TOP VIEW 9' 11' 7'-0" 4'-0" 1' 4'-8" VAULT DETAIL @ J01 NOT TO SCALE 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#: P1A 318583-166654 37.5kVA 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. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements. 4. 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. NOT TO SCALE ANCHOR DETAIL - PLATE 6' to 8' 6" to 12" Backfill and Compact Cut slot to lay rod in SITE NOTES AT P01 (318579-166656) 1959 45'- CL 3 RELOCATE POLE APPROX. 43' NORTH REMOVE EX. 25kVA OH TRANSFORMER TO P1A TRANSFER AND EXTEND "1123/1125" EX. OH SVC TPX TO P1A TRANSFER AND SPLICE "1130" EX. OH SVC TPX TO P1A TRANSFER "1131" EX. OH SVC TPX TO P1A REMOVE EX. POLE AND ALL PSE FACILITIES COORDINATE/NOTIFY CITY OF RENTON OF REMOVAL OF PSE LIGHT (SLAT 3153). AT P1A (NEW) INSTALL 45' CL3 POLE (DEVELOPER TO STAKE) (PD453) 6010.1000 INSTALL 3Ø PRIMARY NEUTRAL DEADEND (DEP312) 6033.3040 INSTALL 3Ø TERM ON NEW FIBERGLASS ARM W/ LINKBREAK CUTOUT & SURGE ARRESTOR (TSU3C1F) 6043.1000 INSTALL (3) 40T FUSES (MID: 3412500) INSTALL (3) STIRRUPS (MID: 2254100) 6099.9999 INSTALL "H" CONNECTOR (MID: 2167000) INSTALL SWITCH NUMBER T83987 INSTALL 37.5 KVA120/240V TRANSFORMER (TRFPXF) 6025.1000 TAP BØ INSTALL 4” PRIMARY RISER ON NEW STAND OFF BRACKET (RIS4CSS) 6042.1000 INSTALL 3/8" DOUBLE PRIMARY NEUTRAL DOWN GUYS (GYDD3SA) 6013.0100 (S) INSTALL 20" PLATE ANCHOR (ANDP20) 6012.1000 W/ ± 12 FT LEAD (S) INSTALL NEW GRID (318583-166654) AT P02 (318560-166652) 2017 45'- CL3 POLE TO REMAIN REMOVE PRIMARY DEAD END ARMS REMOVE EX. 3Ø TERM INSTALL NEW 1Ø TERM TO TRANSFORMER CUTOUT REMOVE EX. DOWN GUY AND ANCHOR (S) SPAN NOTES P1A TO P01 REMOVE ± 180' #2 ACSR OH PRIMARY/NEUTRAL WIRE;REMOVED ( ') #2 ACSR P01 TO P02 REMOVE ± 740' #2 ACSR OH PRIMARY/NEUTRAL WIRE; REMOVED ( ') #2 ACSR P02 TO J03 REMOVE ± 155' 3Ø 1/O AL JKT UG PRIMARY; REMOVED ( ') 3Ø 1/O AL JKT P01 TO P1A INSTALL/SPLICE ± 20' 1/O OH TRIPLEX SERVICE TO 1123/1125 INSTALLED ( )' 1/O OH TRIPLEX R1 MFP20003813 CONDUIT LEGEND PRIMARY 4" "A" "B" 45° 45° 45° 45° 22° 45° 22°45° 45°FEED PRI 11 SW#:T83987 FUSE @ 40T#2ACSRABCN NEW 1/O AL EIS443-AØ EIS444-BØ EIS445-CØ NEW 1/O AL EIS446-AØ EIS447-BØ EIS448-CØ AØEHC862 BØEHC863 CØEHC864 NEW 1/O AL EIS442-AØ 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 R. BLACKIE 253.395.6850 07.22.20 A.M. PAULSEN 206.437.9150 07.22.20 ... A.M. PAULSEN 206.437.9150 07.22.20 REDT # ( RW-118748 )CITY OF RENTON SUNSET OAKS SCHEDULE 73 OH-UG CONVERSION 1073 HARRINGTON AVE NE, RENTON, WA 98056 PUGET SOUND ENERGY N/A N/A N/A 101128849 NOTED 4 OF 4 KING N/A N/A QCSOKE 09NW-T23N-R05E N/A N/A 2305E034 2305E040 2305E034 PRE-11 COMCAST BILL WALKER 253.288.7538 CENTURYLINK KENNETH LUU 206 346.0144 RIGHT OF WAY VALERIE CONNELL 425.462.3518 . . . 11/18/20 R.BLACKIE NEW CAD, NEW TRENCH ROUTE ... ... 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 P1A J01 4 1 65 - 2 - -228 520 1/0 AL JKT 135 EIS443 EIS444 EIS445 -1.1 J01 J02 4 1 250 -5 2 -919 906 1/0 AL JKT 270 EIS446 EIS447 EIS448 -3.0 J01 E01 4 1 25 - - - -CONDUIT ONLY ---FUTURE PLAT J03 P02 CABLE ONLY 78 35 1/0 AL JKT 155 EIS442 --EX. 4" CONDUIT 1.0 1Ø 1/0 AL JKT TOTAL (ft) =155 TTL (Gal.)5.1 4" SCH80 (FT) & BENDS =340 - 7 2 -3Ø 1/0 AL JKT TOTAL (ft) =405 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)101128849NOT TO SCALE NEW CONDUIT DIAGRAM NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALEVAULT & 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 J01 318573 166654 4'8"x7'x5' w/2-3' Sq Doors Matid: 7663200 J-Box Below Grade w/4-Pos J-Bus x3 Matid: 7625900 6 6 JBOX15L 6055.1010 ELB10J 6041.1000 Existing J02 318557 166662 4'8"x7'x5' w/2-3' Sq Doors Matid: Existing J-Box Below Grade w/4-Pos J-Bus x3 Matid: Existing 3 - ELB10J 6041.1000 Existing J03 318554 166653 4'8"x7'x5' w/2-3' Sq Doors Matid: Existing J-Box Below Grade w/4-Pos J-Bus x3 Matid: Existing 1 2 CAP(7630600) ELB10J 6041.1000 R1 MFP20003813