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HomeMy WebLinkAboutMFP20003094.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP20003094 IVR Number: 20003094 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:07/20/2020Application Date:3123059022Parcel Number: 4827 TALBOT RD S Permit Type:10/26/2020Issue Date:Franchise Permit Work Class:10/26/2021Expiration Date:Major Utility Job Number: 101124761Franchise Type:Electric Description: Puget Sound Energy Electric Truck setup and temporary lane closures along Talbot Road S, for installation of new skip pole and OH transformer of (P1A: 316250 165882), new slack span installation on (P01: 316241 165895), pole removal of (P02:316226 165895), new term and switch installation on (P03: 316210 165895). Trenching approximately 330+/ (Southbound) for conduit installation and exaction for vault installation (J01) and intercept pit for wire pull. POTHOLE ALL EXISTING UTILITIES. RESTORATION PER CITY OF RENTON STANDARDS. APPROVED WITH COMMENTS OR REDLINES Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 6905 S 228TH St KENT, WA 98032 C: (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 SAPPHIRE HOMES INC 16805 SE 43RD CT BELLEVUE , WA 98006 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 MFP20003094 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 10/26/2020 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 TALBOT RD STALBOT RD SS 46TH PL(PVT RD) S 47TH ST(PVT RD) COPPER RIDGE APARTMENTS (PVT RD) S 48TH St (PVT RD) S 48TH ST(PVT RD) SHATTUCK PL S (PVT RD) 111111 11 11 11 S 50TH ST S 50TH ST GATE GATE 99PV1 J1A P01 P02 J03 E01 P1A CONETOPPERCONETOPPERARRW-BRDROADWORKAHEADW20-1350'350'350'RIGHT LANECLOSEDAHEADW20-5RW4-2LW20-1ROADWORKAHEAD12121818CONETOPPERW20-1ROADWORKAHEADROAD WORK AHEAD W20-1W20-7ARIGHT LANECLOSED AHEAD W20-5R350'350'350'RIGHT KEEP R4-7B RIGHTKEEPR4-7BW20-7A STOP FLAGGER CONETOPPER CONETOPPERSTOP FLAGGER W20-7AFLAGGERS SHALL STOP TRAFFIC IN ALL DIRECTIONS (SHORT DURATION: APPROX 10 MINUTES) FOR LINE DROP.W20-7A350'RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE PLACE SIGNS ALONG WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK111111 SIDEWALKCLOSEDR9-9 SIDEWALKCLOSEDR9-9Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 TEMPORARY TRAFFIC CONTROL PLAN PSE PUGETSOUNDENERGY JOB#101124761 4827 TALBOT RD S, RENTON, WA 98056 05/07/20 JOHN.CROFOOT@PSE.COM 425-424-6658 SHEET 1 of 3 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. N TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION STOP FLAGGER LEGEND CHEVRONARROW BOARD 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 MFP20003094 TALBOT RD STALBOT RD SS 47TH ST(PVT RD) S 48TH ST (PVT RD) S 48TH ST(PVT RD) SHATTUCK PL S (PVT RD) 11 11 11 S 50TH ST S 50TH ST S 50TH PL GATE GATE 99P02 J03 E01 J021818 P03 RIGHTKEEPR4-7BRIGHT KEEP R4-7B CONETOPPER CONETOPPERCENTER LANECLOSEDAHEAD W9-3ROADWORKAHEAD W20-1W4-2R100'100'100'ROADWORKAHEADW20-1100'100'100'RIGHT LANECLOSEDAHEADW20-5RW4-2LARRW-BRD W20-1ROADWORKAHEADW20-1ROADWORKAHEAD PLACE SIGNS ALONG WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKPuget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 TEMPORARY TRAFFIC CONTROL PLAN 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. N TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION STOP FLAGGER LEGEND CHEVRONARROW BOARD 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 PSE PUGETSOUNDENERGY JOB#101124761 4827 TALBOT RD S, RENTON, WA 98056 05/07/20 JOHN.CROFOOT@PSE.COM 425-424-6658 SHEET 2 of 3 MFP20003094 TALBOT RD STALBOT RD SS 46TH PL(PVT RD) S 47TH ST(PVT RD) S 48TH ST (PVT RD) S 48TH ST(PVT RD) SHATTUCK PL S (PVT RD) 111111 11 11 11 S 50TH ST S 50TH ST GATE GATE 99P02 J03 E01 J021818 STOP FLAGGER STOP FLAGGER STOP FLAGGER RIGHT KEEP R4-7B RIGHTKEEPR4-7BARRW-BRD 5'8'Cold Mix 5' x 8' steel plate 3/4"-1" thick, non-skid material cold mixcold mix non-skid plate PLACE PLATE OVER TRENCH TO PROVIDE PEDESTRIAN ACCESS. (SEE DETAIL) ROADWORK AHEAD W20-1W20-7ARIGHT LANE CLOSED AHEAD W20-5R350'350'350'ROADWORKAHEADW20-1W20-7ACENTER LANECLOSEDAHEADW9-3350'350'350'W20-7A W20-7APLACE SIGNS ALONG WORK AREAFROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK ROADWORKAHEADW20-1Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 TEMPORARY TRAFFIC CONTROL PLAN 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. N TRENCH 28" TRAFFIC CONE TRAFFIC FLOW SIGN LOCATION STOP FLAGGER LEGEND CHEVRONARROW BOARD 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 PSE PUGETSOUNDENERGY JOB#101124761 4827 TALBOT RD S, RENTON, WA 98056 05/07/20 JOHN.CROFOOT@PSE.COM 425-424-6658 SHEET 3 of 3 MFP20003094 N Vicinity Map 47.4360, -122.2130 Owner / Developer Contact Info officeATTN: SAPPHIRE HOME, INC 16805 SE 43RD COURT BELLEVUE, WA 98006 JEREMY STEADMAN 425.770.8072 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 508511709 101124761 N/A 108117250 N/A 593214020 N/A 594135273 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Removal OH Misc UG Misc Temporary Job Order Distribution Service Stubs HP Svc/MSA 101124761N/ADESIGNED 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 425.457.2614 02.03.20 R. MILLER 253.234.6558 02.03.20 --- R. MILLER 253.234.6558 02.03.20 REDT # (RW-117931)CITY OF RENTON SAPPHIRE ON TALBOT SCHEDULE 73 OH-UG CONVERSION 4827 TALBOT RD S, RENTON, WA 98056 PUGET SOUND ENERGY N/A IP 132-60 N/A 101124761 N/A 1 OF 4 KING N/A N/A QCSOKE 31SE-T23N-R05E N/A N/A 2305E124 2305E124 2305E124 NOP-26 COMCAST BILL WALKER 253.288.7538 CENTURYLINK KENNETH LUU 206.346.0144 RIGHT OF WAY VAL CONNELL 425- 462-3518 . . . E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 425.457.2614 randy.blackie@pse.com x ... ... ... JERM2121@GMAIL.COM SITE OVERHEAD CIRCUIT MAP (2305E124) - EXISTING SCALE: 6" = 1 MILE 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. LEGEND EXISTING PROPERTY LINE EXISTING UG RISER NEW UG RISER SVC STUB J-BOX NEW TRENCH LINE EXIST. 3Ø WIRE EXISTING CENTER LINE EXISTING CONDUCTOR TO BE REMOVED DISCONNECT - FUSED EXIST. 1Ø WIRE EXISTING RIGHT OF WAY PROPOSED PULL VAULT EXISTING POLE DOWN GUY EXISTING SECONDARY SERVICE LINE DISCONNECT - UNFUSED EXISTING STREETLIGHT NEW POLE PROPOSED PADMOUNT TRANSFORMER EXISTING PADMOUNT TRANSFORMER PROPOSED TOTAL UNDERGROUND TRANSFORMER EXISTING TOTAL UNDERGROUND TRANSFORMER HANDHOLE PRIMARY METERING POINT 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). x xx SAPPHIRE ON TALBOT SCHEDULE 73 OH TO UG CONVERSION 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 SCH 80. 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 SCH 80 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 SCH 80 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 JOB SITE MFP20003094 This permit is for Major construction work in the ROW and will be billed at an additional $60/HR for inspections. After hours and weekend work will be billed at $125/HR 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 425.457.2614 02.03.20 R. MILLER 253.234.6558 02.03.20 --- R. MILLER 253.234.6558 02.03.20 REDT # (RW-117931)CITY OF RENTON SAPPHIRE ON TALBOT SCHEDULE 73 OH-UG CONVERSION 4827 TALBOT RD S, RENTON, WA 98056 PUGET SOUND ENERGY N/A IP 132-60 N/A 101124761 AS SHOWN 2 OF 4 KING N/A N/A QCSOKE 31SE-T23N-R05E N/A N/A 2305E124 2305E124 2305E124 NOP-26 COMCAST BILL WALKER 253.288.7538 CENTURYLINK KENNETH LUU 206.346.0144 RIGHT OF WAY VAL CONNELL 425- 462-3518 . . . ... ... ... 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 (2305E124) SCALE: 1:50 SCALE: 1:100 UNDERGROUND CIRCUIT MAP - EXISTING (2305E124) JOB SITE JOB SITE NOT TO SCALE TYPICAL POLE WITH RISER DETAIL (P01, P03) 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 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 NOT TO SCALE ANCHOR DETAIL - PLATE (P1A, P03) 6' to 8' 6" to 12" Backfill and Compact Cut slot to lay rod in Cables should enter the vault so that all of the cables will lay in the same direction. TOP VIEW J- BOX CABLE ENTRY DETAIL Not to scale CLEAR WORKING SPACE FOR VAULTS NOT TO SCALE FIELD SIDE (PREFERRED) ROAD SIDE (PREFERRED) 6' MIN 3' MIN 3' MIN 3' MIN PLACE PEA GRAVEL BAGS (MID 9995892) FOR SEDIMENT TRAP PLACE STRAW MULCH ON DISTURBED AREA AUGERED HOLE POLE TYPICAL AUGERED WORK SITE - 0150.3200 TECHNIQUES FOR EROSION AND SEDIMENT CONTROL DITCH OR SENSITIVE AREA 4'-0" 1'-0" 5'-8" 8" 7'-0" Tubes for 1" adjustable bolts ( 4) Cover 2,490 lbs Top Section 1,835 lbs Base 4,760 lbs 4'-8" (2) 3' Square Anti-Skid Doors SIDE VIEW TOP VIEW 9'-0" 11'-0" 6"Crushed Rock VAULT & EXCAVATION DETAIL - J01 Excavation - 24 cubic yards Not to scale 6'-2" MFP20003094 FEEDSOUTH 48TH COURT (PUBLIC) S 48TH STTALBOT ROAD SOUTH(COLLECTOR ARTERIAL)S 48TH ST NEW (600A) SB SW#T83217 RESIDENTIAL ACCESS ROAD (PUBLIC) 13,633 S.F. TO BE REMOVED EXIST POLE TO REMAIN NEW ABC NOP 26 60' 60'336ACSR/115KV"AA""BB"EXIST"CC""DD"EXIST SEE CONST. DETAIL SEE SHT 4 (600A) SB SW#:T83243 FUSE @ 100T EXIST POLE TO REMAIN NEW POLE/XFMR TALBOT ROAD SOUTH(COLLECTOR ARTERIAL)S 48TH ST 60'200A600AFEEDABC NOP 26 130' AØ33133 BØ33134 CØ33067 NEW (600A) SB SW#T83217 EXIST FUSE @ 100T EXIST POLE TO REMAIN 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 425.457.2614 02.03.20 R. MILLER 253.234.6558 02.03.20 --- R. MILLER 253.234.6558 02.03.20 REDT # (RW-117931)CITY OF RENTON SAPPHIRE ON TALBOT SCHEDULE 73 OH-UG CONVERSION 4827 TALBOT RD S, RENTON, WA 98056 PUGET SOUND ENERGY N/A IP 132-60 N/A 101124761 AS SHOWN 3 OF 4 KING N/A N/A QCSOKE 31SE-T23N-R05E N/A N/A 2305E124 2305E124 2305E124 NOP-26 COMCAST BILL WALKER 253.288.7538 CENTURYLINK KENNETH LUU 206.346.0144 RIGHT OF WAY VAL CONNELL 425- 462-3518 . . . ... ... ... 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) 1" = 50' SITE PLAN CIRCUIT FEET REMOVED: 508 FT CIRCUIT FEET ADDED: 675 FT 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) P02 316226 165895 45'CL3 1979 CENTURYLINK/COMCAST SPAN NOTES P1A TO P01 - INSTALL ± 135' 336.4 MCM ACSR OH WIRE; INSTALLED ( ') 336.4 MCM ACSR - INSTALL ± 135' #2 OH WIRE; INSTALLED ( ') #2 P01 TO P02 - REMOVE ± 140' 336 ACSR OH WIRE CIRCUIT FT; REMOVED ( ') 336ACSR P02 TO P03 - REMOVE ± 193' 336 ACSR OH WIRE CIRCUIT FT; REMOVED ( ') 336ACSR J01 TO E01 - INSTALL ± 25' 3" SCH80 CONDUIT AS NEEDED; INSTALLED ( ') 4" SCH80 J01 TO J03 - INSTALL ±180 FT 1/0 AL JKT; INSTALL ( ') 1/0 AL JKT J03 TO P02 - REMOVE EX. ±175 FT 1/0 AL JKT; REMOVE ( ') 1/0 AL JKT - DEVELOPER RESPONSIBLE FOR BACKFILL AT IP1 - LOCATE EXISTING U/G PRIMARY MAIN IN 4" CONDUIT - DEVELOPER TO PROVIDE 10'X5' INTERCEPTOR WORK PIT UNDER PSE SUPERVISION POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P1A 316250-165882 45 CL1 2020 PSE Equip # 24" Min Separation Telephone 2-4" Cable TV 2-4" Primary Power 2-6" and 2-4" 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 6" 4"4" 6" (When Present) (When Present) 1" = 20' T01 DETAIL TREE TRIMMING AND SHAPING SHALL BE COMPLETED BY AN DEVELOPER ALL DEBRIS AND LOOSE VEGETATION GENERATED FROM THE TRIMMING ACTIVITIES SHALL BE COLLECTED AND DISPOSED OF OFF-SITE BY THE DEVELOPER. THE DISTURBED AREAS SHALL BE RAKED TO LEAVE THE PROPERTY IN A CONDITION COMPARABLE TO THAT WHICH EXISTED PRIOR TO THE START OF TRIMMING OPERATIONS. DEVELOPER TO DO A RE-ALIGNMENT OF WALL AND SIDEWALK AT SOUTH PROPERTY LINE. CROSSING CONDUIT TABLE X-ING # LOCATION POWER XING LENGTH TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY X01 AA BB 4 SCH 80 2 50 PRIMARY 6 2 50 FEEDER, FEEDER SPARE X02 CC DD 3 SCH 80 1 60 FUTURE 4 SCH 80 2 60 PRIMARY 6 SCH 80 2 60 FEEDER, FEEDER SPARE 3" SCH 80 GREY PVC = 60 FT 3" PVC PLUG /CAPS = 2 4" SCH 80 GREY PVC = 220 FT 4" PVC PLUG /CAPS = 8 6" SCH 80GREY PVC = 220 FT 6" PVC PLUG /CAPS = 8 TREE TRIMMING IS THIS AREA REQUIRED. SEE ADDITIONAL NOTES ON CONDITIONS SITE NOTES P1A - (NEW POLE) - INSTALL CL1 - 45' (PD451) 6010.1000, (DEVELOPER TO STAKE), DEEP SET - INSTALL NEW 25KVA OH TRF 120/240V & C/O (TRFNXF) PER STD 6025.1000 - INSTALL NEW 12 kV 3Ø TANGENT DE (DE3310) PER STD 6033.1042 (N) - INSTALL NEW 12 kV 3Ø SLACK SPAN (SSF312DE) PER STD 6033.5010 (S) - INSTALL (3) STIRRUPS (MID: 2254100) -INSTALL (3) WEDGE CONNECTORS (MID: 2368200) - INSTALL (2) 7/16" PRIMARY DOWN GUY (GYDD7SA) PER STD 6013.0100 (S) -INSTALL 3/8" NEUTRAL DOWN GUY (GYD3SAN) PER STD 6013.0100 (S) -INSTALL 24" ANCHOR PLATE, 1" ROD (ANDP24) PER STD 6012.1000 ± 25 FT LEAD (S) -INSTALL FIBERGLASS GUY INSULATORS AS NEEDED - INSTALL GRID NO. (316250-165882) P01- (316241-165895) 1979 70' - CL1 (POLE TO REMAIN) -INSTALL NEW 12 kV 3Ø SLACK SPAN (SSF312DE) PER STD 6033.5010 (N) -INSTALL 12 kV 3Ø 600A TERM (TSU3NF1) PER STD 6043.1020 -INSTALL (3) NEW FUSE @ 100T (3412700) -INSTALL (3) NEW SOLID BLADE CUTOUTS (9995955) -INSTALL (3) STIRRUPS (MID: 2254100) -INSTALL (3) WEDGE CONNECTORS (MID: 2368200) -INSTALL (2) NEW 6” CONDUIT RISER (RIS6CSS) 6042.1000 ON NEW STAND OFF BRACKETS -INSTALL NEW 4” CONDUIT RISER (RIS4CSS) 6042.1000 TO BE CAPPED AT 10' - INSTALL SWITCH #T83217 (600A) P02- (316226-165895) 1979 45' - CL3 (TO BE REMOVED) - REMOVE POLE AND ALL PSE EQUIPMENT - AMR UNIT (MCC 15727) TO BE REMOVED P03 (316210-165895) 1979 80' - CL1 (POLE TO REMAIN) - INSTALL 3Ø 600A OH TO UG TERMINATION (TUS3DF1) 6043.1000 -INSTALL NEW (3) SOLID BLADE CUTOUTS (9995955) -INSTALL (3) STIRRUPS (MID: 2254100) -INSTALL (3) WEDGE CONNECTORS (MID: 2368200) - INSTALL SWITCH #T83243 (600A) - INSTALL (2) NEW 6” CONDUIT RISER (RIS6CSS) 6042.1000 ON NEW STAND OFF BRACKETS -INSTALL NEW 4” CONDUIT RISER (RIS4CSS) 6042.1000 TO BE CAPPED AT 10' - INSTALL (2) 7/16" PRIMARY DOWN GUY (GYDD7SA) PER STD 6013.0100 (N) -INSTALL 3/8" NEUTRAL DOWN GUY (GYD3SAN) PER STD 6013.0100 (N) -INSTALL 24" ANCHOR PLATE, 1" ROD ( ANDP24) PER STD 6012.1000 ± 25 FT LEAD (N) - INSTALL FIBERGLASS GUY INSULATORS AS NEEDED J02 (316243-165891) - EXISTING - REMOVE EXISTING 15kV 200 AMP SPLICES - INSTALL (3) PRIMARY CONNECTOR BARS WITH THE 4 BUSHINGS (7625900) PER STD 6055.1030 - INSTALL (3) NEW 15kV ELBOWS FOR EXISTING 1/0 PRIMARY CABLES (AØ033133, BØ033134, CØ033067) -INSTALL (6) NEW 15kV ELBOWS FOR NEW 1/0 PRIMARY CABLES FROM P01 (_______-AØ, _______-BØ, _______-CØ) AND (3) DUST CAPS E01 - NEW - INSTALL ELECTRONIC MARKER AT NEW 1-3" CONDUIT FROM J01 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS MFP20003094 2-6" EXIST NEW EXIST "AA""BB""CC""DD"2-4" 1-3" FUT. 1-4" NEW 750 MCM EIM051-AØ EIM052-BØ EIM053-CØ AØACS037 BØACS041 FEEDABC NOP 26 NEW 1/O AL 336ACSR/115KVEIM054-AØ EIM055-BØ EIM056-CØ EIM057-AØ EIM058-BØ EIM059-CØ (600A) SB SW#:T83243 NEW 1/O ALFEEDABC NOP 26 EXIST EXIST 200A600ANEW AØ33133 BØ33134 CØ33067 NEW POLE/XFMR EHP637-AØ EHO638-BØ EHP639-CØ NEW (600A) SB SW#T83217 FUSE @ 100T S 48TH ST EXIST NEW 49' 60'TALBOT ROAD SOUTH(COLLECTOR ARTERIAL)FEEDABC NOP 26 SOUTH 48TH COURT (PUBLIC) AØ33133 BØ33134 CØ33067 EXIST 200A200A 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 425.457.2614 02.03.20 R. MILLER 253.234.6558 02.03.20 --- R. MILLER 253.234.6558 02.03.20 REDT # (RW-117931)CITY OF RENTON SAPPHIRE ON TALBOT SCHEDULE 73 OH-UG CONVERSION 4827 TALBOT RD S, RENTON, WA 98056 PUGET SOUND ENERGY N/A IP 132-60 N/A 101124761 AS SHOWN 4 OF 4 KING N/A N/A QCSOKE 31SE-T23N-R05E N/A N/A 2305E124 2305E124 2305E124 NOP-26 COMCAST BILL WALKER 253.288.7538 CENTURYLINK KENNETH LUU 206.346.0144 RIGHT OF WAY VAL CONNELL 425- 462-3518 . . . ... ... ... 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) FEEDER 6" NEW PRIMARY CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE NOT TO SCALE NEW CONDUIT DIAGRAM 1" = 20' T02 DETAIL 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 J01 316218 165880 4'8"x7'x5'8" Adj. w/2-3' Anti Skid Doors MATID: 9996162 J-Box Below Grade w/4 Pos J-Bus Matid: 7625900x3 6 6 JBOX3AS 6055.1030 ELB10J 6041.1000 Existing J02 316243 165891 4'8"x7'x5'8" Adj. w/2-3' Anti Skid Doors Matid: Existing J-Box Below Grade w/4 Pos J-Bus Matid: 7625900x3 9 3 ELB10J 6041.1000 Existing J03 316217 165902 4'8"x7'x5'8" Matid: Existing J-Box Below Grade 3 ELB10J 6041.1000 PRIMARY 3" CONDUIT LEGEND PRIMARY 4" PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE CONDUIT TYPE (SCH80), FEEDER CABLE TYPE (TAPE, CN, #4/O NEU) 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 FOOTAGES & TYPES INSTALLED LUBRICANT (Gal.) 90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT TYPE CABLE TYPE EST.ACTUAL J02 J01 4 2 215 1 4 -824 887 1/0 AL JKT 235 EIM051 EIM052 EIM053 -1.7 P01 J01 6 2 310 698 698 750 MCM 340 EIM054 EIM055 EIM056 -2.7 J01 J03 4 1 150 1 -420 383 1/0 AL JKT 180 EIM057 EIM058 EIM059 -0.3 J02 P01 CABLE TAGS ONLY EHP637 EHP638 EHP639 J01 E01 3 1 25 1 2 --CONDUIT ONLY ---- J01 P03 4 1 130 2 --CONDUIT ONLY --- 3" PVC (FT) & BENDS =25 1 2 4" PVC (FT) & BENDS =710 3 10 3Ø TOTAL (FT) =415 6" PVC (FT) & BENDS =620 750-3Ø TOTAL (FT) =340 TTL (Gal.) 4.7 MFP20003094