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Home My WebLink AboutMFP24005088.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24005088 IVR Number: 24005088 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:10/04/2024Application Date:1463400021Parcel Number: 13818 152ND AVE SE Permit Type:05/29/2025Issue Date:Franchise Permit Work Class:05/29/2026Expiration Date:Minor Utility Job Number: 105105425Franchise Type:Electric Description: Puget Sound Energy Electric Truck parked at J01 (317715 167782) to splice UG cables. Truck parked at V04 (317727 167783) & V05 (317747 167784) to disconnect and abandon UG cables V04.Truck parked at J02 (317693 167775) for switching. Restoration per City of Renton standards Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 3702 71st Ave W University Place, WA 98466 C: (253) 905-5031ApplicantX Vicki Henson Potelco Inc 8001 212th St S Kent, WA 98032 B: (253) 863-0484Contractor Business License Number: 5109Electrical Contractor: POTELI*344O4 Construction Contractor: POTELI*227PL Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08 Bellevue, WA 98009 B: (888) 225-5773Emergency Contact CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Corrie Rydberg Puget Sound Energy 3702 71st Ave W University Place, WA 98466 C: (253) 905-5031Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (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 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. DEPARTMENT OF PUBLIC WORKS Page 1 of 3 | Published: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST 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 traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ☐Electronic Copy of the TCP Application ☐Electronic Copy of the TCP Layout, on 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. Types of plans required: o Work hour plan – show all mobility impacts during construction hours. o 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. o Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering PLEASE SEE ATTACHED POTELCO, INC 6905 S 228TH ST KENT, WA 98032 105105425 13818 152nd Ave SE Randy Blackie 425.457.2614 MFP24005088 Monday Friday 8:00am 3:00pm Scott Warlick CED 5/29/2025 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING: Must have approved Traffic Control Plan (TCP) prior to commencing the work. Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way. Comply with all traffic regulations of the City of Renton and the State of Washington. Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures. 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 a minimum of five business days (excluding weekends and holidays) prior to starting any work. Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions. 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 R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. 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 Permit Holder’s agents and employees. 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. In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. All permit conditions shall be met. NOTES: Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to WSDOT. Approved Temporary Traffic Control Plan must be at the work site during work hours. 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. 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. 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. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 10/27/2021 In the case of Temporary No Parking Zones, all the following apply in addition to previous: Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. 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. The cover sheet of this Traffic Control Plan form must be attached to each Temporary No Parking Sign on the project site. 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). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. Applicant’s Signature Date Applicant’s Name (Print) CORRIE RYDBERG JV05 V01 J01 V04 FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARKFROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARK STOP FLAGGER STOP FLAGGER STOP FLAGGER STOP FLAGGER RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE 152ND AVE SEW20-1ROADWORKAHEADX'≥X'≥W20-7AW20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROAD WORK AHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AW20-1ROADWORKAHEAD W20-4ONE LANEROADAHEADX'≥X'≥X'≥W20-7AUSE MAXIMUM AVAILABLE SPACE FOR SIGNS 131313131010 88 SE 139TH PL SE 138TH PL FUTURE ST (SE 5TH PL) 0'60'30' N 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 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jose.rodriguez@pse.com 425-424-6658 JOSE RODRIGUEZ 1 OF 1 13818 152ND AVE SE, RENTON, WA 98059 0 514948654 09/25/2024 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 10' 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. 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 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMEDPOLICE OFFICERPOLICE STOP WORK PIT TEMPORARY TRAFFIC CONTROL PLAN Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. ES2 000299Card Exp. 09/30/2027gregory.harwood@pse.com(425)424-6425 MFP24005088 N Vicinity Map 47.4780, -122.1375 Owner / Developer Contact Info officeATTN: THE CONNER HOMES GROUP LLC 12600 SE 38TH ST, STE 250 BELLEVUE, WA 98006 RON BOWEN 425.766.8579 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 514948654 105105425 N/A N/A 105106405 N/A 108157938 N/A 594161344 N/A N/A N/A N/A N/A N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Commercial Removal UG Expense UG Distribution Distribution Service Stubs HP Svc/MSA 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. THE CUSTOMER IS RESPONSIBLE FOR PROVIDING ALL TRENCHING, PER THE TRENCH PROFILE, AND ALL EXCAVATIONS AT THE TRANSFORMER/HANDHOLE VAULT SITES SUCH THAT PSE FACILITIES WILL MATCH FINAL GRADE. VAULT HOLES WILL HAVE STABLE LEVEL BOTTOMS. CUSTOMER WILL PROVIDE 6" OF CRUSHED ROCK FOR VAULT BEDDING. ALL TRENCHES WILL HAVE 6" OF WASHED SAND COVER AND 4" BEDDING FOR ALL CONDUITS. THE CUSTOMER WILL PROVIDE SELECT BACKFILL, IF REQUIRED, AND COMPACTION AS NECESSARY. THE CUSTOMER IS RESPONSIBLE FOR DISPOSAL OF ALL NATIVE SPOILS NOT SUITABLE FOR USE AS BACKFILL. ALL TRENCHES MAY BE JOINT WITH GAS, TELEPHONE AND TV CABLE. ALL CABLES/CONDUITS TO BE INSTALLED IN CUSTOMER'S TRENCH AT THE DEPTH INDICATED IN TRENCH DETAIL (DEPENDENT UPON SIZE OF CONDUIT BEING INSTALLED TO MEET MIN 36" OF COVER). INSTALL CABLE ID TAGS AT EACH END OF THE PRIMARY CABLES PER THE CIRCUIT ONE-LINE DIAGRAM. UNLESS OTHERWISE SPECIFIED BY MUNICIPALITIES, INSTALL PVC (DB-120) ROAD CROSSINGS AS INDICATED ON THE CROSSINGS CONDUIT TABLE & AS SHOWN ON WORK SKETCH. CROSSINGS SHALL BE INSTALLED BY CUSTOMER/DEVELOPER PER PUGET SOUND ENERGY STANDARDS. AT SYMBOL: INSTALL UNDERGROUND PRIMARY CABLES IN CONDUIT. CABLE LENGTH AND CONDUIT SIZE AS INDICATED ON PRIMARY CABLE & CONDUIT TABLE. AT SYMBOL: INSTALL 600 VOLT UG SECONDARY CABLES IN CONDUIT. CABLE/CONDUIT SIZE AND LENGTH AS INDICATED ON SECONDARY CABLE & CONDUIT TABLE. AT SYMBOL: INSTALL MINI-PAD HANDHOLE & PADMOUNT TRANSFORMER. ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE. AT SYMBOL: INSTALL SECONDARY PEDESTAL/HANDHOLE W/ (3) MULTI-CONNECTORS. SIZE AS INDICATED ON SECONDARY HH/PEDESTAL TABLE. (EXCAVATION: 3' SQ.) AT SYMBOL: INSTALL JUNCTION BOX HANDHOLE. ADDITIONAL EQUIPMENT AS INDICATED ON VAULT TABLE. AT SYMBOL: INSTALL SECONDARY CABLE & CONDUIT STUB-OUT. AT SYMBOL: INSTALL STREET LIGHTING STANDARD. SIZE AND TYPE OF STANDARD/LUMINARIE AS INDICATED ON STREET LIGHTING TABLE. (CUSTOMER TO EXCAVATE & INSTALL CORRUGATED STREET LIGHT TUBES FOR PLACEMENT OF THE STREET LIGHT STANDARDS. ) INCLEMENT WEATHER CONDITIONS MAY CAUSE DELAYS IN CONSTRUCTION TIMES AND DATES. POWER GENERAL NOTES - PLAT PROJECT 105105425 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 R. BLACKIE 425.457.2614 . CE FEASEL . 06.27.24 N/A .N/A S. LEWISON . 06.27.24 REDT # ( RW-134866 )RENTON CHAMBERS CUT IN 1Ø JBOX/UG REROUTE/1ØPRIM U/G LINE EXT-12 S/F LOTS 13818 152ND AVE SE, RENTON, WA 98059 PUGET SOUND ENERGY N/A N/A N/A 105105425 N/A 1 OF 3 KING N/A N/A QCSOKE 14SW-T23N-R05E N/A N/A 2305E055 2305E076 2305E055 MAP-13 COMCAST JAMES COHN 253.569.0636 CENTURY LINK KENNETH LUU 206.346.0144 RIGHT OF WAY FABIANA DODSON 425.462.3281 . . . 11. E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 425.457.2614 RANDY.BLACKIE@PSE.COM x x x ... ... ... x RONB@CONNERHOMES.COM VAULT DETAIL @ V01 & V02 NOT TO SCALE 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 FRONTTYPICAL 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) 42" 45°42" 1' 45°Property LineRoad Side Top View of Mainline Trench for Single Stubout Location 4'Property LineRoad Side Top View of Mainline Trench for Pedestal or Double Stubout Location 42"45° 4' 45° STUBOUT EXCAVATION DIMENSIONS NOT TO SCALE MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE OIL-FILLED EQUIPMENT TRANSFORMER APPROVED AREA COMBUSTIBLE BUILDING WALLS & ROOF10' 10' 10' 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 CLEAR WORKING SPACE FOR VAULTS NOT TO SCALE FIELD SIDE (PREFERRED) ROAD SIDE (PREFERRED) 6' MIN 3' MIN 3' MIN 3' MIN J-BOX CABLE ENTRY DETAIL NOT TO SCALE 12kV CABLE ROUTING Cables should enter the vault so that all of the cables will lay in the same direction. TOP VIEW 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 & Communications (NTS) Primary Dirt Pile Final Grade 24" Min 36" Min Cover Over Power 48" Max Depth Final Backfill 4" Sand Bedding Property Line intercept (depth varies). SidewalkCurb Location of roof drain 48" Typical Width may vary per Number of Utilities and Conduits R/W or Excavated 12" Typical Power Secondary Power TV & TEL 12" Min 4,5 1,2 3 6 6" or 12" Min Sand Shading Over Power after Compaction1 TOP VIEW Excavation - 10-1/3 cubic yards SIDE VIEW Rock Crushed 6" 4'-4" 2" 8' 8' 4'-8" 3'-6" 4'-8" 6" VAULT DETAIL @ J01 NOT TO SCALE SE 139TH PL 152ND AVE SESE 138TH PL 154TH AVE SESE 5TH PL SITE JOINT TRENCH DETAIL NOT TO SCALE ROAD SIDE NATIVE SECONDARY POWER PEDESTAL MATERIAL P/L Power Secondary Power Primary Conduit Tel. & TV 12" Min 12" Sand Cover when gas line is in trench Sand 6" or 12" 4" Sand Bedding 1' 36" Cover 42" Gas 12" 18" Lower 2" 10" Pedestal PSE 10' FRONTAGE EASEMENT 1' Cover 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" VAULT DETAIL @ V03 NOT TO SCALE STD 6775.0030 EXCAVATION: _____ CUBIC YARDS 3'-6" SIDE VIEW 2" 6" CRUSHED ROCK TOP VIEW 7' 7' 6 1/3 UG Reroute 101182196 584052522 425-429-4104 12/13/24 MFP24005088 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 26+0027+0028+0029+0030+0031+0032+0033+0051+0052+0053+0053+0566+0067+0068+0069+0070+0071+0072+0073+0074+00154TH AVE SE152ND AVE SELOT 1LOT 2LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 10 LOT 9 LOT 8 LOT 12 LOT 11 TRACT A STORM TRACT B SE 5TH PL SE 138TH PL SE 139TH PL 153RD AVE SESE 5TH PL FEEDMAP 13 TO BE REMOVED 14009 14024 14035 14010 TYPICAL PSE EASEMENT UTILITY CONFLICT UTILITY CONFLICT 60'50'37'56'53'60'53'FUT: 1-2" FUT: 1-2" 13810 DEACTIVATE EX DB CABLE IN PLACE DEACTIVATE EX DB CABLE IN PLACE 14024 DEVELOPER RESPONSIBLE FOR CONDUIT/WIRE TO METER LOCATIONS 1" = 50' 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 . CE FEASEL . 06.27.24 N/A .N/A S. LEWISON . 06.27.24 REDT # ( RW-134866 )RENTON CHAMBERS CUT IN 1Ø JBOX/UG REROUTE/1ØPRIM U/G LINE EXT-12 S/F LOTS 13818 152ND AVE SE, RENTON, WA 98059 PUGET SOUND ENERGY N/A N/A N/A 105105425 AS SHOWN 2 OF 3 KING N/A N/A QCSOKE 14SW-T23N-R05E N/A N/A 2305E055 2305E076 2305E055 MAP-13 COMCAST JAMES COHN 253.569.0636 CENTURY LINK KENNETH LUU 206.346.0144 RIGHT OF WAY FABIANA DODSON 425.462.3281 . . . SITE PLAN CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE MAP-13 06.26.24 197 171 219 28 N/A N/A 225 171 219 ... ... ... SCHED.SQ. FT. MAX LRC = 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 DEVELOPER TO COORDINATE WITH PSE FOR UTILITY CONFLICT INVOLVING ROOF & FOOTING DRAINAGE SYSTEM DEVELOPER TO PROVIDE TYPICAL 10' PSE FRONTAGE EASEMENT FOR OPERATION AND MAINTENANCE OF PSE EQUIPMENT. EASEMENT TO BE CLEAR OF ALL BUILDING OVERHANGS AND FOUNDATION FOOTINGS 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 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 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 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 ones with reduced flammability oil. 100 FT Facilities used to dispense or store LP, hazardous liquids, or fuel.20 FT Gas service meter relief vent.3 FT Generators, customer-owned transformers, etc.6 FT 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 V01 & V02 50kVA 0.5 2.34 26,700 AMPS 1.80 17,400 AMPS V03 75kVA 0.5 2.30 36,200 AMPS 1.80 23,100 AMPS COORDINATE WITH PSE ON MODIFICATION ON EXISTING FACILITIES ON 152ND AVE SE PRIOR OR DURING PLAT DEVELOPMENT LABOR UNITS 1-08A - - 2-57 - SITE SPECIFIC NOTES AT J02 (317693-167775) -SWAP CABLE # 32894 FROM CØ TO AØ AT SP1 -INTERCEPT EXISTING 1/0AL DB CABLE CØ32894 & RE-ROUTE TO J01 PER PRIMARY & CONDUIT TABLE (PAGE 3) -INSTALL (1) 1/0AL PRI CABLE SPLICE (SPL10J) 6041.2000 -ABANDON DB UG PRI CABLE 32894 NORTH OF SP1 PER STANDARD 6825.6200 CABLE ABANDONMENT TABLE SPAN ACTUAL LENGTH REMARKS FROM TO CABLE TAG LENGTH CONDUIT WIRE SP1 V04 32894 105 - V04 V05 51378 125 - Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage V04 317727-167783 25kVA CIRCUIT FEET ADDED: 1020' 17 3200 115 AMPS CIRCUIT FEET REMOVED: 230' DEDICATED FACILITIES (105105425) for Dedicated Stub Locations SITE SPAN ADDITIONAL REMARKS LABOR UNITS # FROM TO FOOTAGE -V03 LOT 2 65 DED. CONDUIT & WIRE 2-36, 2-54A -V02 LOT 7 65 DED. CONDUIT & WIRE 2-36, 2-54A TOTAL FT=130 CROSSING CONDUIT TABLE X-ING # LOCATION POWER XING LENGTH ASBUILT LOCATION TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY X01 LOT 5 LOT 4 2 SCH80 1 80 ( )'NCL PRIMARY X02 LOT 6 LOT 4 3 SCH80 1 55 ( )'NCL SECONDARY - CHARGE W/O 105106405 X03 LOT 4 LOT 12 3 SCH80 1 65 ( )'ECL SECONDARY X04 LOT 3 LOT 11 3 SCH80 1 65 ( )'ECL SECONDARY 2" SCH80 PVC = 80 FT 2" PVC PLUG /CAPS = 2 3" SCH80 PVC = 185 FT 3" PVC PLUG /CAPS = 6 EX OVERHEAD CIRCUIT MAP 2305E076 SCALE: 6" = 1 MILE EX UNDERGROUND CIRCUIT MAP 2305E055 NOT TO SCALE SITE SITE CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE BLDG.# OF METERS SOURCE # OF RUNS WIRE SIZE REMARKS -1 H2A 1 TBD Street Light Cabinet ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE SIDE VIEW 18" 23-1/4"32-3/4" 2" Captive L-Bolt Lock Cover, 10 lbs 24" Approx Approx 13" Customer's service conductors 4-3/4" X 4-3/4" KNOCKOUT IN 2 PLACES Conductors enter from beneath and shall be folded back with handhole Set handhole flush to final grade Captive L-Bolt Lock Cover SINGLE PHASE SECONDARY HANDHOLE @ H2A Not to scale 6050.2000 LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: Units: BUILDING #Street Light Cabinet N/A N/A 200A N/A 3KW N/A 2.0 @ H2A 1.9 @ H2A COMM. DEMAND: 3KW (STREET LIGHTS) 425-429-4104 12/13/24 MFP24005088 RESTORATION PER CITY OF RENTON STANDARDS FEEDMAP 13 NEW 1/O AL EJY051-AØ CØ32894 NEW 1/O AL 32894-AØ NEW 1/O AL EJY050-AØ NEW 1/O AL EJY052-AØ NEW 1/O AL EJY053-AØ AØ30185 CØ30178 AØAGK810 BØAGK811 CØAGK812 CØAGK815 AØ LOT 1LOT 2 LOT 3LOT 4 LOT 5 LOT 6 LOT 7 LOT 10 LOT 9 LOT 8 LOT 12 LOT 11 FUT: 1-2" FUT: 1-2" 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 . CE FEASEL . 06.27.24 N/A .N/A S. LEWISON . 06.27.24 REDT # ( RW-134866 )RENTON CHAMBERS CUT IN 1Ø JBOX/UG REROUTE/1ØPRIM U/G LINE EXT-12 S/F LOTS 13818 152ND AVE SE, RENTON, WA 98059 PUGET SOUND ENERGY N/A N/A N/A 105105425 N/A 3 OF 3 KING N/A N/A QCSOKE 14SW-T23N-R05E N/A N/A 2305E055 2305E076 2305E055 MAP-13 COMCAST JAMES COHN 253.569.0636 CENTURY LINK KENNETH LUU 206.346.0144 RIGHT OF WAY FABIANA DODSON 425.462.3281 . . . ... ... ... 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) NOT TO SCALE NEW CONDUIT DIAGRAM SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE CONDUIT VOLTAGE ASBUILT INFORMATION SIZE LENGTH ASSUMED SIZE LENGTH BENDS DROP FLICKER Foreman - Complete FROM TO (1/O,4/O,350)Design (ft)Lot Corner to Meter (ft)(in) Design (ft)90°45°22° 11°(Percent) (Percent)Actual Amount Installed Cable Conduit V01 LOT 8 4/O 90 70 3 90 1 3.6 3.4 - V01 LOT 9 1/O 10 70 3 10 1 3.1 2.7 - V01 LOT 10 1/O 10 70 3 10 1 3.1 2.7 - V02 H2A 4/O 70 -3 15 1 2.0 1.9 CHARGE TO W/O # 105106405 V02 LOT 5 1/O 10 70 3 10 1 3.1 2.7 - V02 LOT 6 1/O 10 70 3 10 1 3.1 2.7 - V02 LOT 7 4/O 145 70 3 145 1 3.5 3.3 4/O TO METER V03 LOT 1 1/O 80 70 3 80 1 4.2 3.5 - V03 LOT 2 1/O 75 70 3 75 1 4.2 3.4 - V03 LOT 3 1/O 10 70 3 10 1 3.3 2.2 - V03 LOT 4 1/O 80 70 3 80 1 4.2 3.5 - V03 LOT 11 1/O 80 70 3 25 2 4.2 3.5 - V03 LOT 12 4/O 150 70 3 95 2 4.2 3.5 - 1/O UG Triplex (ft) =365 3" PVC & BENDS (ft)=655 14 0 0 0 2.2 4/O UG Triplex (ft) =455 TOTAL QTS OF GLUE 2.2 SECONDARY 3" PRIMARY 2" CONDUIT LEGEND 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 V01 317732 167782 36"x42"x38" Unistrut HH Matid: 7663001 50KVA MP TRF 120/240 Matid: 6247100 2 - MINU1SL 6045.1010 AØ (1) 2-57 Charge to 101182196 V02 317723 167805 36"x42"x38" Unistrut HH Matid: 7663001 50KVA MP TRF 120/240 Matid: 6247100 1 1 MINU1SR 6045.1010 AØ V03 317714 167825 48"x48"x38" Unistrut HH Matid: 7663002 75KVA MP TRF 120/240 Matid: 6247150 1 1 MINU1LR 6045.1010 AØ J01 317718 167782 4'8"x4'8"x3'6" w/3' Sq Door Matid: 7663900 Cover: 7656400 1PH J-Box w/4 Pos J-Bus Matid: 7625900 4 -JBOX15S 6055.1010 AØ ELB10J 6041.1000 EXISTING V04 317727 167783 4'8"x4'8"x3'6" w/3' Sq Door Matid: Existing 25KVA MP TRF 120/240 Matid: Existing 2 - MINU1SL 6045.1010 CØ Remove Transformer & PM Vault EXISTING V05 317747 167784 42"x48"x38" Unistrut HH Matid: Existing 50KVA MP TRF 120/240 Matid: Existing 1 - ELB10J 6041.1000 AØ (1) 2-57 Abandon DB Cable 51378 CØ 6825.6200 EXISTING J02 317693 167775 42"x48"x38" Unistrut HH Matid: Existing 3PH J-Box w/4 Pos J-Bus Matid: Existing - -Swap Cable 32894 from CØ to AØ 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 SP1 J01 2 1 15 - - - - 33 33 1/0 AL JKT 20 32894 ---0.1 J01 V01 2 1 145 - - - -72 61 1/0 AL JKT 145 EJY051 ---0.6 V01 V05 2 1 90 -2 - - 101 98 1/0 AL JKT 90 EJY050 --CHARGE TO 101182196 2-36, 2-54 0.6 J01 V02 2 1 330 - 4 - - 176 153 1/0 AL JKT 330 EJY052 ---1.3 V02 E01 2 1 150 - - - -CONDUIT ONLY -FUT - J01 V03 2 1 390 -1 - - 156 149 1/0 AL JKT 470 EJY053 ---1.9 V03 E02 2 1 130 - - - -CONDUIT ONLY -FUT - 2" PVC (FT) & BENDS =1250 - 7 0 0 1/0 AL JKT TOTAL (FT) =1055 TTL (Gal.)4.6 SECONDARY HH/PEDESTAL TABLE Site Pedestal or Handhole Number of Positions Required Remarks H2A HANDHOLE 2 - HH13350 6050.2000 CHARGE W/O 105106405 CUST. OWNED 425-429-4104 12/13/24 MFP24005088