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Home My WebLink AboutMFP17004813DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Franchise Permit: MFP17004813 IVR Number: 17004813 Permit Informa!on Permit Name:Puget Sound Energy - Electric Address/Loca!on:10/05/2017Applica!on Date:7564600055Parcel Number:1144 HARRINGTON AVE NE Permit Type :10/19/2017Issue Date:Franchise Permit Work Class:10/19/2018Expira!on Date :Minor U,lity Job Number:105084051Franchise Type :Electric Descrip!on:Extend underground primary from PO 1 to new padmount transformer at VO 1 on private property . Restora,on Per City of Renton Standards . Contacts Name Address PhoneTypeBilling ANISH KUMAR PUGET SOUND ENERGY - ELECTRIC - BILLING 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Applicant Vicki Henson Potelco Inc 8001 212th St S Kent, WA 98032 B: (253) 863-0484Contractor Business License Number: BL.005109Electrical Contractor : POTELI*344O4 Construc!on Contractor : POTELI*227PL CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner ANISH KUMAR PUGET SOUND ENERGY - ELECTRIC - BILLING 6905 S 228th St Kent, WA 98032 B: (253) 208-2183Specialized Billing X General Condi!ons & 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. This permit and plans must be posted at the job site at all times. 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. Call (425) 430-7203 or go to: www.MyBuildingPermit.com one working day in advance to schedule an inspections and for ANY work in the Right of Way. Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation. 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 425.457.5816) 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. (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 | Published: 3/30/2017 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 3/30/2017 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $360.50. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: Please check all that apply: ☐ New Construction ☐ Repair/Relocate ☐ Underground ☐ Overhead ☐ Sidewalk ☐ Street ☐ Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $75/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date MFP17004813 Scott Warlick 10/12/2017 Justin Johnson 10-18-2017 CITY OF RENTON TRAFFIC CONTROL PLAN PROJECT NAME: PERMIT# CONSTRUCTION COMPANY: PHONE#: CONTACT NAME: PHONE#: ADDRESS: CELL#: E-MAIL ADDRESS: FAX#: PROJECT LOCATION: N/E/S/W OF: WORK TIME: APPROVED BY: WORK DATE: APPROVAL DATE: OFFICE COPY T- CONTRACTOR DEV. SERVICE, INSPECTION P. MILLER DEV. SERVICE, PLAN REVIEW B. BANNWARTH POLICE CHARLES KARLEWICZ FIRE FIRE MARSHALL FS #13 Permit Holder agrees to all the following: • 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. • 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 through 47.36.220, 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. • By my signature herein, I acknowledge all the above requirements. PRINT NAME: DATE: SIGNATURE: Reset FormPrint Form MFP17004813 monday through friday 8:00 am to 3:00 pm Justin Johnson 10-18-2017 SKETCH I -- NORTH -- I NOTES: • Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by sketch or reference to WSDOT. • The plan must be submitted to the City’s PW/Transportation Division for review and/or approval at least three working days prior to work. • Approved Temporary Traffic Control Plan must be at the work site during work hours. • Contractor or entity must call Renton School District (425-204-4455) or any public/private agency to be affected by a temporary lane or road closure. • Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded. • Total road closure lasting more than 24 hours is subject to the approval by the City Council. • 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: • 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 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). HARRINGTON AVE NE1111 1616 P01 STOP FLAGGERONE LANEROADAHEADW20-4100'100'100'ROADWORKAHEADW20-1W20-7ABEPREPAREDTOSTOPW3-4 100'100'100'ROADWORKAHEADW20-1 W20-7A BEPREPAREDTOSTOPW3-4X'X'X'ROADWORKAHEADW20-1W20-7AONE LANE ROAD AHEAD W20-4100'100'100'ROAD WORK AHEAD W20-1W20-7APRIVATE DR GLENNWOOD AVE NE STOP FLAGGERDETOURM4-9bR9-9SIDEWALKCLOSEDR9-9SIDEWALK CLOSED FLAGGERS WILL ASSIST PEDESTRIANS WITH SIDEWALK CLOSURE FROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARK NO PARK SIGNAGE WILL BE PLACED ON ALL STREETS TO SURROUND WORK ZONE #1124 Job#105084051 1124 Harrington Ave NE, Renton WA September 29, 2017 Sheet 1 of 2 ryan.honeysett@pse.com (425)457-5381 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 N PSE PUGET SOUND ENERGY 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. 4. Sign size can be a minimum of 48" x 48" 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. BORE PIT 28" TRAFFIC CONE LEGEND TRAFFIC FLOW WORK VEHICLE SIGN LOCATION WARNING FLAG FLAGGER STOP Puget Sound Energy Traffic Control Supervisor: Ryan Honeysett Card No. 010760 Card Exp. 06/30/2021 ryan.honeysett@pse.com (425)457-5381 MFP17004813 HARRINGTON AVE NE1111 1616 P01ONE LANEROADAHEADW20-4100'100'100'ROADWORKAHEADW20-1W20-7ABEPREPAREDTOSTOPW3-4 100'100'100'ROADWORKAHEADW20-1 W20-7A BEPREPAREDTOSTOPW3-4X'X'X'ROADWORKAHEADW20-1W20-7AONE LANE ROAD AHEAD W20-4100'100'100'ROAD WORK AHEAD W20-1W20-7APRIVATE DR GLENNWOOD AVE NE STOP FLAGGER R9-9SIDEWALK CLOSED FLAGGERS WILL ASSIST PEDESTRIANS WITH SIDEWALK CLOSURE FROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARK NO PARK SIGNAGE WILL BE PLACED ON ALL STREETS TO SURROUND WORK ZONE #1124 V01 R9-9SIDEWALKCLOSEDDETOURM4-9bSTOP FLAGGER Job#105084051 1124 Harrington Ave NE, Renton WA September 29, 2017 Sheet 2 of 2 ryan.honeysett@pse.com (425)457-5381 CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 N PSE PUGET SOUND ENERGY 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. 4. Sign size can be a minimum of 48" x 48" 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. BORE PIT 28" TRAFFIC CONE LEGEND TRAFFIC FLOW WORK VEHICLE SIGN LOCATION WARNING FLAG FLAGGER STOP Puget Sound Energy Traffic Control Supervisor: Ryan Honeysett Card No. 010760 Card Exp. 06/30/2021 ryan.honeysett@pse.com (425)457-5381 MFP17004813 318611-166710 75kVA 120/240v 318602-166683 100kVA 120/240v CUSTOMER OWNED, MAINTAINED AND INSTALLED SECONDARY CUSTOMER OWNED, MAINTAINED AND INSTALLED SECONDARY 318620-166726 X787 F: Unk N.O. 318622-166725 35'85'50 ' 318619-166715 100kVA 120/240v 70'25'318600-166677 SW # T78962 F: 40T HARRINGTON AVE NEHARRINGTON PL NE (PVT)DRIVEWAY (PVT) 60' ROW HARRINGTON PL NE (PVT)318622-166681 40T X5116 318622-166681 100kVA 120/240V 318596-166715 3X25kVA 120/208V ABCNABC# 2 A C S R #2 AC S R 318608-166723 3X37.5kVA 120/208V #2 ACSR CBAN"1159" "1143" "1135" "1177"CBAN#4 CUBGLENWOOD AVE NE SITE PLAN SCALE: 1" = 40' CIRCUIT FEET ADDED: 270'POWER GENERAL NOTES - COMMERCIAL PROJECT 8. EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer will provide any and all shoring or they will side slope the trench to 1:1. All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy. All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working days in advance. Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction materials which would restrict construction and/or equipment access, before work can begin. Roads shall be paved or have a compacted , crushed rock base in place. CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water, storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them. All work is to be done in accordance with local municipal and county permit requirements as applicable. Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduits and crossings from the individual unit's meter base to the designated connection point. Inclement weather conditions may cause delays in construction times and dates. 1. 2. 3. 4. 5. 6. 7. 9. 11. 10. SITE SPECIFIC NOTES P01 (318600-166677) -INST. 1 - 12KV 200A FG OH/UG TERMINATION PSE STD 6043.1000 (TSU1C1) -INST. 1 - #4CU - 2/0CU STRAIGHT LINE CLAMP (MID: 9240000) -1 - L/B C/O FUSE ON FG ARM @ 40T - INST. 1 - SWITCH # T78962 -INST. 1 - 2" RISER ON EXISTING STANDOFF BRACKETS PER STD 6042.1000 (RIS2CSS) V01 (318602-166683) -INST. 48" X 48" X 38" UNISTRUT MINIPAD VAULT W/ GNDS PER STD 6045.1010 (MINU1LR) -INST. 100KVA 120/240V PADMOUNT TRANSFORMER PER STD 6045.1010 (MID: 6247200) -INST. 1 - 12KV ELBOW KIT PER STD 6041.1000 (ELB10J) - INST. 1 - 12KV DUST CAP - CONNECT AND TAG 4 RUNS OF CUSTOMER INSTALLED, OWNED, AND MAINTAINED 500 KCMIL UG TRIPLEX- INST. GRID # 318602-166683 J01 (318622-166725) - REPLACE EXISTING B/O 4'8" X 4'8" LID W/ 1 - 3' SQUARE DIAMOND PLATE DOOR WITH LIKE KIND LID (MID: 7656400) -INST. 1 - 12KV ELBOW KIT PER STD 6041.1000 (ELB10J) V02 (318619-166715) -INST. 48" X 48" X 38" UNISTRUT MINIPAD VAULT W/ GNDS PER STD 6045.1010 (MINU1LR) - INST. 100KVA 120/240V PADMOUNT TRANSFORMER PER STD 6045.1010 (MID: 6247200) -INST. 2 - 12KV ELBOW KITS PER STD 6041.1000 (ELB10J) - CONNECT AND TAG 6 RUNS OF CUSTOMER INSTALLED, OWNED, AND MAINTAINED 400 KCMIL UG TRIPLEX - INST. GRID # 318619-166715 V03 (318611-166710) - INST. 48" X 48" X 38" UNISTRUT MINIPAD VAULT W/ GNDS PER STD 6045.1010 (MINU1LR) -INST. 1 - 75KVA 120/240V PADMOUNT TRANSFORMER PER STD 6045.1010 (MID:6247150) - INST. 1 - 12KV ELBOW KIT 6041.1000 (ELB10J) -INST. 1 - 12KV DUST CAP - CONNECT AND TAG 3 RUNS OF CUSTOMER INSTALLED, OWNED, AND MAINTAINED 500 KCMIL UG TRIPLEX - INST. GRID # 318611-166710 SPAN NOTES ** SEE TABLES AND ONE-LINE DIAGRAMS, PG2 ** DEVELOPER CIVIL CONTRACTOR NOTES: ·REQUIRED TO PROVIDE A 7' X 7' PIT AT V01, V02 AND V03. ·REQUIRED TO PROVIDE A 4' X 4' PIT AT EXISTING PSE FACILITIES. ·REQUIRED TO PROVIDE 6” CRUSHED ROCK AT V01, V02 AND V03. ·REQUIRED TO PROVIDE AND HAVE EQUIPMENT TO PUMP OUT WATER FOR METER BASE PITS & TRENCH AT ALL TIMES. CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND ENERGY STANDARDS# 6750.6500. **DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL ** DEVELOPER EXCAVATION NOTES: ·REQUIRED TO EXCAVATE & EXPOSED EXISTING PSE UG FACILITIES 48 HOURS BEFORE CONSTRUCTION ·ALL EQUIPMENT MUST BE PROTECTED FROM VANDALS WITH STEEL PLATE 48 HOURS BEFORE CONSTRUCTION. ·EXCAVATION MUST BE COMPLETED 48 HOURS PRIOR TO CONSTRUCTION. ·REQUIRED TO HAVE EXCAVATION EQUIPMENT ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING FOR THE UG PRIMARY & INSTALLATION OF THE 1PH OR 3PH VAULT. ·BACKFILL / COVER REQUIRED ON PRIMARY. CONTRACTOR TRENCHING IN CITY OR COUNTY OR W.S. DOT RIGHT OF WAY NOTES: PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT. IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS ALL INSPECTIONS ARE REQUIRED BY POTELCO INC ·IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEES WILL BE APPLIED. 6"6" MIN GUARD POST INSTALLATION MIN CONCRETE 2'-6" PAINTED YELLOW 3'-6" 6'-0" The following styles of guard posts are approved for Puget Sound Energy transformers: - 6 ft x 4 in. diameter Schedule 40 or better galvanized steel pipe filled with concrete. The concrete shall have a minimum compressive strength of 3000 psi after 28 days. The exposed portion of the post shall be painted traffic yellow. - 6 ft x 9 in. diameter precast steel-reinforced concrete post. Available from Utility Vault Company, Auburn, WA; or Hanson Inc., Tacoma, WA. The exposed portion of the post shall be painted traffic yellow. LENGTH GUARD POST INSTALLATION Not to scale 0700.1600-03 18" PAD & GUARD POST LOCATIONS XFMR FRONT GUARD POSTS 3' MIN MIN 5' MAX 5' MAX TYPICAL 3' MIN 5' MAX 5' MAX 5' MAX 18" MIN 5' MAX 5' MAX 5' MAX 5' MAX 5' MAX COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PSE EQUIPMENT CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 3' MIN 18" MIN 18" MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA 6775.0035 Not to scale LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: Owner / Developer Contact Info officeATTN: Sunset Court LLLP 2900 NE 10th Street Renton WA 98056 Sean McCarty 206-423-0689 105084051THIS 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) 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 N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Misc UG Perm Service 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 D. Goodale 425-495-7049 6/22/17 S. Reed 82-6425 6/22/17 Nate Linville 253-970-7284 Required Renton RHA Sunset Court Apartments (2) New 1Ø Primary Line Extensions and Perm Service 1124-1158 Harrington Ave NE, Renton, WA 98056 105084051 As Noted 1 of 2 King CSPSKEIN 23N 5E 9NW 2305E034 2305E040 2305E034 PRE-11 & HIG-13 E-Mail: Cell Phone: Project Manager Contact Information: Manager:David Goodale 425-495-7049 dave.goodale@pse.com N Vicinity Map BUILDING 2BUILDING 1 BUILDING 3 LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: BUILDING 4 (A & B) LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: 105084051503739870 N/A 5,410 SQ FT 125A (x11) ELEC 52.5KW RES. 65A 1.7% @ XFMR 0.3% @ XFMR 5,410 SQ FT 125A (x11) ELEC 52.5KW RES. 65A 1.7% @ XFMR 0.3% @ XFMR 13,702 SQ FT 125A (x17) ELEC 66KW RESIDENTIAL 65A 1.4% 0.5% 17,526 SQ FT 125A (x23) ELEC 105KW RESIDENTIAL 65A 1.7% 0.3% 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. CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PRE-11 6/13/17 92 99 154 -15.35 - 92 114.35 154 Project Location PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE HIG-13 6/13/17 88 136 113 25.29 -- 113.29 136 113 AT V01, V02, & V03 REPLACE EXISTING 4'8" SQUAIRE VAULT LID V01, V02, & V03 TRANSFORMER CLEARANCES Not to scale 0700.1500-01 MFP17004813 318602-166683 100kVA 120/240v 318600-166677 SWITCH # T78962 F: 40T PSE: 1Ø - 1/0 AL JKT, L = 135' BØ - EHI840 CUSTOMER PROVIDED, INSTALLED AND MAINTAINED SECONDARY (2) RUNS - 500kcmil UG TRIPLEX CUSTOMER PROVIDED, INSTALLED AND MAINTAINED SECONDARY (2) RUNS - 500kcmil UG TRIPLEX 318611-166710 75kVA 120/240v 318622-166725 318619-166715 100kVA 120/240v 318618-166736 225kVA 120/208v PSE: 1Ø - 1/0 AL JKT, L = 55' AØ - EHI841 CUSTOMER PROVIDED, INSTALLED AND MAINTAINED SECONDARY (6) RUNS - 400kcmil UG TRIPLEX PSE: 1Ø - 1/0 AL JKT, L = 155' AØ - EHI842 318575-166698 300kVA 120/208v CUSTOMER PROVIDED, INSTALLED AND MAINTAINED SECONDARY (3) RUNS - 500kcmil UG TRIPLEX EXISTING 3Ø UG CABLE AØ - 32410 BØ - 32411 CØ - 32412 EXISTING 3Ø UG CABLE AØ - 30487 BØ - 30488 CØ - 30489 PSE PROVIDED: (1) - 2" SCH-80 CONDUIT IN CUSTOMER TRENCH DEVELOPER: (1) - 4" SCH-80 CONDUIT EXISTING (1) - 4" SCH-80 CONDUIT CROSSINGDEVELOPER: 7' x 7' WORK PIT DEVELOPER: 7' x 7' WORK PIT PSE PROVIDED: (1) - 2" SCH-80 CONDUIT IN CUSTOMER TRENCH DEVELOPER: 7' x 7' WORK PIT HARRINGTON PL NE (PVT)DRIVEWAY (PVT)HARRINGTON PL NE (PVT)318608-166723 3X37.5kVA 120/208V ONE-LINE DIAGRAM - P01 TO V01 (PRE-11) NOT TO SCALE CUSTOMER-SUPPLIED TRENCHES Communications Primary Power Cables or Conduit Excavated Dirt Pile ROADSIDE Final Grade 24" Min 12" Min Separation 36" Min Cover 48" Max Backfill (No rocks over 10" diameter) Separation 12" Min Gas 4" Sand Bedding 32" Typical (Power, Gas, and Communications) JOINT TRENCH DETAIL Primary-Mainline Gas & Communications (NTS) Separation 12" Min 6" or 12" Min Sand Shading after Compaction - A 6" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter. Trench and backfill requirements for primary electric line extension trenches (No PSE gas) - A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter. AT V01, V02, & V03 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 D. Goodale 425-495-7049 6/22/17 S. Reed 82-6425 6/22/17 Nate Linville (253) 970-7284 Required Renton RHA Sunset Court Apartments (2) New 1Ø Primary Line Extensions and Perm Service 1124-1158 Harrington Ave NE, Renton, WA 98056 105084051 As Noted 2 of 2 King CSPSKEIN 23N 5E 9NW 2305E034 2305E040 2305E034 PRE-11 & HIG-13 Vault & Equipment Table Site Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) ASBUILT INFORMATION Foreman-Complete LB DC V01 318602 166683 48"x48"x38" Unistrut HH Matid: 7663002 100kVA MP TRF 120/240 Matid: 6247200 1 1 V02 318619 166715 48"x48"x38" Unistrut HH Matid: 7663002 100kVA MP TRF 120/240 Matid: 6247200 2 0 V03 318611 166710 48"x48"x38" Unistrut HH Matid: 7663002 75kVA MP TRF 120/240 Matid: 6247150 1 1 EXCAVATION: 6 - 1/3 CUBIC YARDS 3'-6" SIDE VIEW 2" 6" CRUSHED ROCK VAULT & EXCAVATION DETAIL Not to scale 6775.0030 TOP VIEW 7' 7' PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT PRIMARY CABLE ASBUILT INFORMATION SIZE Qty LENGTH Design (ft) BENDS PULL PULL Cable LENGTH Design (ft) Cable Numbers Please Record Foreman - Complete FROM TO (in)90°45°22°11°(lbs) Rev (lbs)Size A B C Manufacturer Compound Year Actual Amount Installed (Conduit & Cable) P01 V01 2 1 95 1 105 103 1/0 135 EHI840 J01 V02 4 1 45 1 72 65 1/0 55 EHI841 *EXISTING 4" CROSSING AT J01 V02 V03 2 1 145 2 153 160 1/0 155 EHI842 Total : 285' = 2" SCH-80 Grey PVC Total : 90° Bends = 4 Total Lube = 6 quarts Total : 345' 1/0 JKT AL INSTALLED ONE-LINE DIAGRAM - J01 TO V02 TO V03 (HIG-13) NOT TO SCALE CONDUIT DIAGRAM - J01 TO V02 TO V03 (HIG-13) NOT TO SCALE CONDUIT DIAGRAM - P01 TO V01 (PRE-11) NOT TO SCALE 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. UNDERGROUND MAP - BEFORE NOT TO SCALE FLOW DIRECTION LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS (MID 9995692). 6' 3' 8" TECHNIQUES FOR EROSION AND SEDIMENT CONTROL FILTER FENCE DETAIL Not to Scale 0150.3200 UTILITY POLE EROSION CONTROL DETAIL TOP VIEW DRY DRAINAGE DITCH or DRY VEGETATED SITE SLOPE Place gravel bags for Sediment Trap Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE Not to scale Drainage ditches or Dry vegetated sites 105084051MFP17004813