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HomeMy WebLinkAboutMFP23003992DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP23003992 IVR Number: 23003992 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:08/01/2023Application Date:1457500021Parcel Number: 16327 SE 132ND ST Permit Type:08/28/2023Issue Date:Franchise Permit Work Class:08/27/2024Expiration Date:Major Utility Job Number: 105098534Franchise Type:Electric Description: Puget Sound Energy Electric CREW TO TRENCH IN SOFT SURFACE ROW ACROSS 164TH AVE SE AT X01 AND X02. NO HS CUTS ANTICIPATED Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 3702 71st Ave W University Place, WA 98466 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 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 105098534 PARCEL 1457500023 RANDY BLACKIE 425-457-2614 MFP23003992 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 8/17/2023 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 RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE SE 132ND ST 164TH AVE SECREW SHALL SHIFT CONES AND EQUIPMENT FOR EMERGENCY VEHICLES ACCESS X'X'W20-1ROAD WORK AHEAD ROAD CLOSED AHEAD W20-3X'X' W20-1ROADWORKAHEAD ROADCLOSEDAHEADW20-3 V01 H1A M W20-7A W20-4ONE LANEROADAHEADX'X'X'W20-1ROADWORKAHEAD ROADCLOSEDAHEADW20-3 X'W20-7AW20-4ONE LANEROADAHEADX'X'X'W20-1ROADWORKAHEADROADCLOSEDAHEADW20-3X'STOP FLAGGER STOP FLAGGER CREW SHALL SHIFT CONES AND EQUIPMENT FOR EMERGENCY VEHICLES ACCESS E02 E01 E01 V02 H2B JH2B991111 13131414FROMTOTOW AWAY AREAPHONE 888 -9999 INFR ASOURC E LLC 0 00 000 000 0 NO PARKINGNO-PAR K FROMTOTOW AWAY AREAPHONE 888-9999INFRASOURCE LLC 000 0000000NO PARKINGNO-PARK RESIDENT(S) WILL BE INFORMED OF POSSIBLE TEMPORARY DRIVEWAY CLOSURE TEMPORARY TRAFFIC CONTROL PLAN 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 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 5. Crew is required to leave a minimum of 11' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place between 9 a.m. and 4 p.m unless otherwise specified. All work for arterials and major roadways will be from 9 a.m. to 3 p.m.Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV 05/30/2023 105898534 0 16300 SE 132ND ST, RENTON, WA 98059. JOSE RODRIGUEZ 425-424-6658 Jose.rodriguez@pse.com 1 OF 1 Puget Sound Energy Traffic Control Supervisor: Gregory Harwood Card No. 012238 Card Exp. 09/30/2023 gregory.harwood@pse.com (425)424-6425 0'80'40'TRENCH 28" TRAFFIC CONE LEGEND TRAFFIC FLOW SIGN LOCATION FLAGGER STOP WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY MFP23003992 N Vicinity Map 47.4844, -122.1219 Owner / Developer Contact Info officeATTN: DR HORTON 11241 SLATER AVE NE, STE 200 KIRKLAND, WA 98033 WES MACKIE 253.606.0654 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 511708602 105098534 N/A 105101544 N/A N/A N/A N/A N/A N/A N/A N/A 511708605 107061098 N/A 106380645 N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Commercial L/E Relocation Removal Temporary Job Order 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 105098534 107061098 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 253.263.5276 04.14.23 CE FEASEL 253.263.5276 04.14.23 E. PASAYE .11.15.22 REDT # ( RW-125252 )RENTON SKYHORSE 1Ø PRIMARY U/G LINE EXTENSION - 8 S/F LOTS P# 1457500023; 16327 SE 132ND STREET, RENTON, WA 98059 PUGET SOUND ENERGY N/A IP 088-60 107061098 105098534 N/A 1 OF 3 KING 088A CIKNC QCSOKE 14NE-T23N-R05E 208.086 208.089 2305E053 2306E076 2305E053 MAP-15 COMCAST JAMES COHN 253.569.0636 LUMEN AMY ALLISTON 206.794.8534 RIGHT OF WAY PEYTON TAMAYO 425.462.3055 . . . 11. E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 425.457.2614 randy.blackie@pse.com x x x ... ... ... x WESLIEMACKIE@GMAIL.COM VAULT DETAIL @ 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 JOINT TRENCH DETAIL NOT TO SCALE JOINT TRENCH DETAIL NOTES: 1. If the final backfill contains rocks greater than 8 inches in diameter, install 12 inches compacted sand shading across the full width of the trench. * If the final backfill contains rocks 8 inches in diameter or smaller, install 6 inches compacted sand shading across the full width of the trench. * 2. Rocks greater than 10 inches diameter are not permitted in the final backfill. 3. Sand bedding is required under PSE gas pipe. Bedding is not required for the full width of the trench; it shall extend from the side of the trench nearest to where the gas main/service is installed to a minimum of 6 inches on the opposite side of the gas line. 4. Utilities shall not be stacked over the gas line in the trench. 5. If wet utilities will be included in the trench, please contact PSE or local power company directly for clearance requirements. 6. Reduced clearance of 4 inches between power and communication, must have approval of the communications companies. * Alternatives to full-width trench shading require PSE approval. Primary & Secondary-Mainline Gas & Communications (NTS) 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" Primary Dirt Pile Final Grade 24" Min 36" Min Cover Over Power 48" Max Depth Final Backfill Gas 4" Sand Bedding Property Line intercept (depth varies). SidewalkCurb Location of roof drain 48" Typical Width may vary per Number of Utilities and Conduits 6" or 12" Min Sand Shading Over Gas after Compaction 12" Min R/W or Excavated 12" Typical Power Secondary Power TV & TEL 12" Min 12" Min Separation 4,5 1,2 1 3 6 6" or 12" Min Sand Shading Over Power after Compaction1 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 @ H2A & H2B SHALL BE STAGGERED CONNECTOR BARS IN THE FRONT NEUTRALS SHALL BE 18" 16" 13" 12"10" 2" 10" Pedestal will accept up to six 3" conduits SEALED WITH FOAM CONDUIT SHALL BE 120 PVC CONDUIT ELBOWS TYPICAL 24" RADIUS DB SIDE VIEW WITH CONDUIT 10" 18" 16" 13" 10" 2" 36" FRONT VIEW WITH CONDUIT SECONDARY PEDESTAL DETAIL NOT TO SCALE 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 SITE SE 132ND ST 164TH AVE SEMFP23003992 TYPICAL PSE EASEMENT AS DESIGNED MAPLE HIGHLANDS 105098533 107061099 ST LT IRR LOT 7 LOT 8 TRACT C STORMWATER LOT 6 R.O.W. DEDICATION LOT 2 TRACT A PUBLIC ACCESS/UTILITY LOT 3 LOT 4 ROW DEDICATION R.O.W. DEDICATION LOT 1 TRACT D STORMWATER LOT 5 TRACT E TREE TRACT 16310 16320 16326 16327 FEED MAP 15 #2ACSRBN EX: 1-2"B60'60' DEVELOPER RESPONSIBLE FOR CONDUIT/WIRE FROM HH TO METER LOCATION EX: 1-2" FEED MAP 15 60'20'ROAD A 164TH AVE SESE 132ND ST. "A" 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 253.263.5276 04.14.23 CE FEASEL 253.263.5276 04.14.23 E. PASAYE .11.15.22 REDT # ( RW-125252 )RENTON SKYHORSE 1Ø PRIMARY U/G LINE EXTENSION - 8 S/F LOTS P# 1457500023; 16327 SE 132ND STREET, RENTON, WA 98059 PUGET SOUND ENERGY N/A IP 088-60 107061098 105098534 1" = 50' 2 OF 3 KING 088A CIKNC QCSOKE 14NE-T23N-R05E 208.086 208.089 2305E053 2306E076 2305E053 MAP-15 COMCAST JAMES COHN 253.569.0636 LUMEN AMY ALLISTON 206.794.8534 RIGHT OF WAY PEYTON TAMAYO 425.462.3055 . . . SITE PLAN ... ... ... SCHED.SQ. FT. MAX LRC = CIRCUIT FEET ADDED: 290' 17 3000 117 AMPS 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) CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE MAP-15 5.3.22 277 257 260 7 1 N/A 284 258 260 DEVELOPER TO COORDINATE WITH PSE PROJECT MANGER & SERVICE PROVIDER PRIOR TO EXCAVATING WITHIN 3' OF LOCATE MARKS OF PSE ENERGIZED FACILITIES 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 LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: Units: BUILDING # IRRIGATION N/A N/A N/A N/A 1KW 117A 2.7 @ H2A 2.3 @ H2A CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE BLDG.# OF METERS SOURCE # OF RUNS WIRE SIZE REMARKS -1 H1A 1 UNK STREET LIGHTS -1 H2A 1 UNK IRRIGATION ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: Units: BUILDING # STREET LIGHTS N/A N/A N/A N/A 1KW 117A 1.3 @ H1A 2.7 @ H1A DEDICATED FACILITIES (105098534) for Dedicated Stub Location SITE SPAN ADDITIONAL REMARKS LABOR UNITS # FROM TO FOOTAGE -V01 LOT 1 75 DED. CONDUIT & WIRE 2-36, 2-54A -V02 LOT 7 55 DED. CONDUIT & WIRE 2-36, 2-54A TOTAL FT=130 CROSSING CONDUIT TABLE X-ING # LOCATION GAS POWER XING LENGTH ASBUILT LOCATION TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY LOCATION SIZE (IN)TYPE QTY X01 LOT 5 LOT 7 4 40 1 N 2 80 1 70 ( )' SCL GAS MAIN, PRIMARY 3 80 1 SECONDARY X02 LOT 5 LOT 6 2 40 1 N 3 80 2 70 ( )' SCL GAS SVC, SECONDARY X03 LOT 5 LOT 4 4 40 1 E 2 80 1 30 GAS MAIN, PRIMARY X04 LOT 2 LOT 3 2 40 1 E 3 80 2 30 GAS SVC, SECONDARY 2" PVC PLUG /CAPS = 4 2" YELLOW SCH 40 PVC = 100 FT 2" SCH 80 PVC = 100 FT 2" PVC PLUG /CAPS = 4 4" PVC PLUG /CAPS = 4 4" YELLOW SCH 40 PVC = 100 FT 3" SCH 80 PVC = 270 FT 3" PVC PLUG /CAPS = 10 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 Generators, customer-owned transformers, fire sprinkler valves, standpipes, and fire hydrants.6 FT Doors, windows, vents, fire escapes, or other building openings.10 FT The water's edge of a swimming pool or any body of water.15 FT Facilities used to dispense or store LP, hazardous liquids, or fuel.20 FT Individual domestic and irrigation wells. Clearance not required on pole mounted transformers (pole placement still applies as stated in 6450.3000), TUT's installed in sealed vaults, 7200V single-phase padmount transformers 50kva or less, and reduced flammability oil. 100 FT Gas service meter relief vents.3 FT MFP23003992 RESTORATION PER CITY OF RENTON STANDARDS a street tree is located in approximately the same location. shift location or increase depth to be outside of tree critical root zone. FEED MAP 15 NEW 1/O AL EJI873-AØ AØEJI870 AØEJI871 ST LT IRR LOT 7 LOT 8 LOT 6 LOT 2 LOT 3 LOT 4 LOT 1 LOT 5 EX: 1-2" DEVELOPER RESPONSIBLE FOR CONDUIT/WIRE FROM HH TO METER LOCATION EX: 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 253.263.5276 04.14.23 CE FEASEL 253.263.5276 04.14.23 E. PASAYE . 11.15.22 REDT # ( RW-125252 )RENTON SKYHORSE 1Ø PRIMARY U/G LINE EXTENSION - 8 S/F LOTS P# 1457500023; 16327 SE 132ND STREET, RENTON, WA 98059 PUGET SOUND ENERGY N/A IP 088-60 107061098 105098534 AS SHOWN 3 OF 3 KING 088A CIKNC QCSOKE 14NE-T23N-R05E 208.086 208.089 2305E053 2306E076 2305E053 MAP-15 COMCAST JAMES COHN 253.569.0636 LUMEN AMY ALLISTON 206.794.8534 RIGHT OF WAY PEYTON TAMAYO 425.462.3055 . . . ... ... ... EX OVERHEAD CIRCUIT MAP 2306E076 SCALE: 6" = 1 MILE NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE EX UNDERGROUND CIRCUIT MAP 2305E053 NOT TO SCALE SITE THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT CABLE ASBUILT INFORMATION - FOREMAN COMPLETE FROM TO SIZE (IN)QTY. DESIGN LENGTH (FT) BENDS PULL (LBS) PULL REV (LBS) CABLE SIZE DESIGN LENGTH (FT) PHASE - ID TAG RECORD RECORD PHASE TAPPED & ACTUAL FOOTAGE INSTALLED LUBRICANT (Gal.) 90°45°22° 11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE EST. ACTUAL E01 V02 2 1 150 - - 2 -CONDUIT ONLY ---- J01 V02 CABLE ONLY 114 94 1/0 AL JKT 305 EJI873 ---1.2 V02 E02 2 1 115 2 - - -CONDUIT ONLY ---(2-36) 2" PVC (FT) & BENDS =265 2 0 2 0 1/0 AL JKT TOTAL (FT) =305 TTL(Gal.)=1.2 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 V02 317931 168165 42"x48"x38" Unistrut HH Matid: 7663001 50KVA MP TRF 120/240 Matid: 6247100 1 1 MINU1SR 6045.1010 AØ Existing V01 317943 168144 42"x48"x38" Unistrut HH Matid: Existing 50KVA MP TRF 120/240 Matid: Existing - - Existing J01 317902 168165 4'8"x4'8"x3'6" w/3' Sq Door Matid: Existing 1PH J-Box w/4 Pos J-Bus Matid: Existing 1 - ELB10J 6041.1000 NOT TO SCALE NEW CONDUIT DIAGRAM SECONDARY HH/PEDESTAL TABLE Site Pedestal or Handhole Number of Positions Required Remarks H2A PEDESTAL 3 - SEPS4 6050.1000 CHARGE 105101544 (3-22) H2B PEDESTAL 5 - SEPL6 6050.1000 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 1 4/O 90 60 3 90 1 2.6 3.3 V02 H2A 350 165 3 95 3 2.7 2.3 V02 H2B 350 195 3 195 3 3.8 2.5 V02 LOT 6 4/O 145 60 3 75 2 3.4 3.3 LABEL YELLOW TAG "MUST BE 4/0 TO MTR" V02 LOT 7 4/O 145 60 3 75 2 3.4 3.3 LABEL YELLOW TAG "MUST BE 4/0 TO MTR" H2A LOT 8 1/O 60 3 3.5 3.4 H2B LOT 2 1/O 60 3 4.7 3.6 H2B LOT 3 4/O 35 60 3 5 2 4.5 3.5 LABEL YELLOW TAG "MUST BE 4/0 TO MTR" H2B LOT 4 4/O 35 60 3 5 3 4.5 3.5 LABEL YELLOW TAG "MUST BE 4/0 TO MTR" H2B LOT 5 1/O 60 3 4.7 3.6 4/O UG Triplex (ft) =450 3" PVC & BENDS (ft)=540 16 0 0 0 1.8 350 UG Triplex (ft) =360 TOTAL QTS OF GLUE 1.8 CUST. OWNED SECONDARY 3" PRIMARY 2" CONDUIT LEGEND SITE MFP23003992