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Home My WebLink AboutMFP20005796.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20005796 IVR Number: 20005796 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:12/15/2020Application Date:2143701730Parcel Number: 701 SW SUNSET BLVD Permit Type:03/12/2021Issue Date:Franchise Permit Work Class:03/14/2022Expiration Date:Minor Utility Job Number: 105096305Franchise Type:Electric Description: Puget Sound Energy Electric Truck setup at P01. Crew to trench 45'E from P01 across Sunset Blvd NE and 130'S to property line. RESTORATION PER CITY OF RENTON STANDARDS Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 6905 S 228TH St KENT, WA 98032 C: (253) 905-5031ApplicantX Carli Bunkelman PSE/POTELCO - Billing 6905 S 228th St Kent, WA 98032 B: (253) 437-6708Contact MATTHAI E H 701 SW SUNSET BLVD RENTON , WA 98057 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 Scott Warlick CED 3/12/2021 MFP20005796 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 STOP SPEEDLIMIT30 SPEEDLIMIT30 NE 7th St NE 7th St Aberdeen Ave NE NE 6th PlSunset Blvd NE Sunset Blvd NE Sunset Blvd NE Sunset Blvd NE Aberdeen Ave NE Aberdeen Ave NE NE 9 t h S tSTOP W20-7A UTILITYWORKAHEAD W21-7 ONE LANEROADAHEAD CW20-4 ONE LANEROADAHEAD CW20-4 UTILITYWORKAHEAD W21-7 UTILITYWORKAHEAD W21-7 UTILITYWORKAHEAD W21-7 ONE LANEROADAHEAD CW20-4W20-7A W20-7A ONE LANEROADAHEAD CW20-4 UTILITYWORKAHEAD W21-7 SIDEWALK CLOSEDAHEAD CROSS HERE R9-11(R) SIDEWALKCLOSED R9-9 P01 NEED TRUCK SET UP FOR P01 INSTALLER RISER ON P01 TO FEED NEW PLAT TRENCHING ROUGHLY 45'WEST TO 'A' THEN ANOTHER APROX 112' SOUTH AND APROX 32' SOUTH WEST INTO CUSTOMERS PROPERTY Trenching Switch Controls to close the SB Lane and close driveway for apartments while trenching in front of driveway. CUSTOMER: CONTACT: LOCATION: DATE:W/O # Designed By: Robert Pratt Off: 503-723-7287 Ext 1013 Cell # 503-539-0548 WATCP@KNDSERVICES.NET WSTCS#010077 ORTCS#05152 PSE Mitch Peterson (425)-398-6071 PLEASE SCHEDULE WITH DISPATCH @ 800-343-4049 OPT.1 AND PROVIDE A COPY OF THE APPROVED TRAFFIC CONTROL PLAN NOT TO SCALE N S EW NOTIFY EMS, FIRE AND POLICE 72 HOURS IN ADVANCE K&D Services, as the preparer of this traffic control plan makes no representation as to its' general adequacy or being approved for implementation. Approval must result from the Traffic Engineer or other Public Official having statutory enforcement authority in the jurisdiction. Utilization and implementation of this plan shall be a result of that approval. Ref. MUTCD 2009 6A-01 (10) Notes: 1. Maintain ped. access to and through crosswalks 2. Maintain Min. 10' lanes 3. Maintain local access 4. Notify Transit Authority at least 48 hrs. in advance of bus stop closure 5. Traffic control plan and all devices shall comply with MUTCD, PROWAG & WSDOT 6. DEVICE SPACING Flag Taper 20' Signs per WSDOT Tapers per WSDOT 7. 28" Cones 36" Barrels 48" Signs 24" Paddle 8. Adjust to field conditions Legend Bucket truck Cone ONE LANEROADAHEAD CW20-4 one lane road ahead Flagger Pole SIDEWALK CLOSEDAHEAD CROSS HERE R9-11(R) Sidewalk Closed Ahead, Cross Here R9-11(R) SIDEWALKCLOSED R9-9 R9-9 Spotter W20-7A Flagger Ahead UTILITYWORKAHEAD W21-7 utility work ahead Work Area Work Truck INVENTORY: 5-UTILTIY WORK AHEAD 4-ONE LANE ROAD AHEAD 3-FLAGGER AHEAD 1-SIDEWALK CLOSED 1-SIDEWALK CLOSED AHEAD CROSS HERE (R) 30-CONES 2-FLAGGERS 1-SPOTTER 701-707 Sunset Blvd NE Renton WA 10509066401/21/19 105096305 MFP20005796 SUNSET BLVD. NENE 7TH S T 15 BLDG 1 BLDG 2 BLDG 3 BLDG 4 39.5 30 30 X4083336.4 MCMACSR'A''B'(1) 350KCMIL SW#T81638 FUSE @ 65T FEEDHIG 16 (1) 250KCMIL (2) 350KCMIL (2) 350KCMIL TO BE REMOVED SITE PLAN POWER GENERAL NOTES - MULTIFAMILY PROJECT Owner / Developer Contact Info officeATTN: Pacific Crest Realty Advisors, LLC 10900 NE 4th St, Suite 2300 Bellevue, WA 98004 Charlee Conway 425.830.6962 CUSTOMER-SUPPLIED TRENCH FOR PRIMARY CABLE SCALE: NONE 11. 7. 6. 5. 4. 3. 2. 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. 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. 8. 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. CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE HIG-16 6.8.20 178 194 240 12 -- 190 194 240 GAS PHONE CABLE TV N/A 105096442 N/A 108125829 N/A N/A N/A N/A N/A N/A N/A N/A N/A PROJECT PHASE PWR NOTIF#ORDER# Superior Commercial HH Removal Relocation Temporary Job Order Distribution HP Svc/MSA 9. 10. E-Mail: Cell Phone: Project Manager Contact Information: Manager:RANDY BLACKIE 425.457.2614 randy.blackie@pse.com N Vicinity Map 47.4960, -122.1923 PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" SCALE: 1" = 50'105096305THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) 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 Service Stubs 105096305 N/A N/A 510410423 N/A ROAD SIDE NATIVE SECONDARY POWER ROAD SIDE MINIPAD MINIPAD FIELD SIDE PEDESTAL MATERIAL VAULT 6" of crushed rock (base for vault) P/L P/L Power Secondary Power Primary 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 Gas 12" Min Horizontal Separation Communications 42" Min 21"1' 1' 36" Cover 42" Gas 12" 18" Lower 2" 10" 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 Pedestal PSE 10' FRONTAGE EASEMENT 1' Final Backfill Initial Backfill Trench Depth 42" - 48" JOINT TRENCH DETAIL Not to scale Cover SCHED.SQ. FT. MAX LRC = CIRCUIT FEET ADDED: 275 17 2410 80 AMPS MINIMUM CLEARANCES FOR PSE EQUIPMENT NOT TO SCALE OIL-FILLED TRANSFORMER TRANSFORMER APPROVED AREA COMBUSTIBLE BUILDING WALLS & ROOF3' 3' REDUCED FLAMMABILITY 3' TYPICAL 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) 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) 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 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 3' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA 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 P01 'A'2 SCH80 1 45 ( )'NCL PRIMARY X02 'A''B'2 SCH80 1 115 ( )'WCL PRIMARY X03 BLDG 1 BLDG 2 2 SCH80 1 30 ( )'WCL PRIMARY 2" SCH80 GREY PVC = 190 FT 2" PVC PLUG /CAPS = 4 R.BLACKIE 425.457.2614 11.20.20 K.COSTLEY 425.272.7075 12.1.20 N/A N/A N/A K.COSTLEY 425.272.7075 12.1.20 REDT # ( RW-112210 )RENTON SUNSETS EDGE TOWNHOMES 1Ø PRIMARY U/G LINE EXTENSION- 15 M/F UNITS 701 SUNSET BLVD NE RENTON, WA 98056 N/A N/A N/A 105096305 1' = 50'1 OF 2 KING N/A N/A QCSOKE 08NE-T25N-R05E 2305E040 N/A 2305E029 2305E040 2305E029 HIG-16 COMCAST JIM COHN . LUMEN TECHNOLOGIES ALEX HARB 253.831.0395 RIGHT OF WAY AMBER YANG 425.456.2774 --- --- x x x 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 75kVA 0.5 2.30 36,200 AMPS 1.80 23,100 AMPS H1A ---8,548 AMPS -11,632 AMPS LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: Units: BUILDING #1 6,180 SQ FT 3 2,060 100A EACH ELEC 27KW 80 1.7 @ V01 0.6 @ V01 LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: Units: BUILDING #2 10,400 SQ FT 5 2,080 100A EACH ELEC 36KW 80 1.7 @ V01 0.6 @ V01 LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: Units: BUILDING #3 4,820 SQ FT 2 2,410 100A EACH ELEC 21KW 80 1.7 @ V01 0.6 @ V01 LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: Units: BUILDING #4 11,960 SQ FT 5 2,392 100A EACH ELEC 36KW 80 1.7 @ V01 0.6 @ V01 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. CLEAR WORKING SPACE FOR VAULTS NOT TO SCALE FIELD SIDE (PREFERRED) ROAD SIDE (PREFERRED) 6' MIN 3' MIN 3' MIN 3' MIN SITE SITE SPECIFIC NOTES At P01 (318416-166456) 1966 CLASS 3- 40' -INSTALL (1) 2" PRIMARY RISER ON EXISTING S/O BRACKETS (RIS2CSS) 6042.1000 -STIRRUP (2254100) -ALUM "H" CONN (2168000) -FUSE @ 65T (3412600), TAP 'A' PHASE -INSTALL SW# T81638 -INSTALL 1Ø TERM ON FG ARM W/ LB C/O & SURGE ARRESTER (TSU1C1) 6043.1000 --- CONSTRUCTION NOTES COSTOMER ELECTRICIAN TO COORDINATE NEW LIGHT CABINET CONNECTION OF SERVICE WITH PSE FROM At P02 (318396-166451) 1988 CLASS 3- 50' At P03 (318395-166446) 1972 CLASS 3- 35' CITY OWNED POLE -CITY OF RENTON ELECTRICIAN TO COORDINATE THE SERVICE LINE INSTALLATION TO NEW CABINET LRC: % V. Drop: % Flicker: Panel Size: Est. Demand: TRAFFIC SIGNAL UNK 2KW 80 1.7 @ H1A 0.9 @ H1A -DISCONNECT OH SECONDARY TO P03 SPAN NOTES P02 TO P03 -REMOVE ± 80' OF 1/0 OH TPX WIRE (_______)' 1/0 OH TPX WIRE CCONWAY@PACCRESTREALTY.COM CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE BLDG.# OF METERS SOURCE # OF RUNS WIRE SIZE REMARKS 1 3 V01 1 350KCMIL - 2 5 V01 2 350KCMIL - 3 2 V01 1 250KCMIL - 4 5 V01 2 350KCMIL - ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE At SP1 -LOCATE AND REROUTE EXISTING WIRE FROM LIGHT CABINET TO H1A -COORDINATE WITH CITY OF RENTON, CONTRACTOR & PSE FOR REMOVAL OF FOREIGN POLE x 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) P03 318395 166446 35'UNK 1972 FOREIGN OWNED RESTORATION PER CITY OF RENTON STANDARDS MFP20005796 'A'336.4 MCMACSRSW#T81638 FUSE @ 65T FEEDHIG 16 DEVELOPER RESPONSIBLE FOR CONDUIT/WIRE FROM VAULT/HH TO METER LOCATION(S) (1) 350KCMIL(1) 250KCMIL (2) 350KCMIL (2) 350KCMIL EX OVERHEAD CIRCUIT MAP 2305E040 SCALE: 6" = 1 MILE NEW PRIMARY UNDERGROUND CIRCUIT ONE-LINE DIAGRAM NOT TO SCALE EX UNDERGROUND CIRCUIT MAP 2305E029 SCALE: 1" = 100' SITE THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO 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 90°45°22°11°A B C MANUFACTURER COMPOUND YEAR NOTES CONDUIT CABLE P01 V01 2 1 90 1 2 --129 183 1Ø AL JKT 320 EHJ699 --- 2" SCH80 PVC (FT) & BENDS =90 1 2 0 0 1/0 AL JKT TOTAL (FT) =320 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 318391 130456 54"x54"x38" Unistrut HH Matid: 7663002 75kVA RF MP 120/240 Matid: 9995530 1 1 MINU1LR 6045.1010 AØ THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) 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 REDT # (RW-112210)RENTON SUNSETS EDGE TOWNHOMES 1Ø PRIMARY U/G LINE EXTENSION- 15 M/F UNITS 701 SUNSET BLVD NE, RENTON, WA 98056 N/A N/A N/A AS SHOWN 2 OF 2 KING N/A N/A QCSOKE 2305E040 N/A 2305E029 2305E040 2305E029 HIG-16 --- --- --- SITE NEW CONDUIT DIAGRAM NOT TO SCALE NEW 1/O AL EHJ699-AØ BØABY113 PRIMARY 2" CONDUIT LEGEND CUSTOMER OWNED SECONDARY 2" SECONDARY HH/PEDESTAL TABLE Site Pedestal or Handhole Number of Positions Required Remarks H1A HANDHOLE 2 - 1324 HH13350 6050.2000 CHARGE TO 105096442 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 H1A 4/0 40 -2 40 2 1.7 0.9 CHARGE TO 105096442 4/0 UG Triplex (ft) =40 2" SCH80 PVC & BENDS (ft)=40 2 0 0 0 0.1 TOTAL QTS OF GLUE 0.1 SIDE VIEW 15" 23-1/4"32-3/4" 2" Captive L-Bolt Lock Cover, 10 lbs 24" Approx Approx 13" Customer's service conductors 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 Not to scale @H1A R.BLACKIE 425.457.2614 11.20.20 K.COSTLEY 425.272.7075 12.1.20 N/A N/A N/A K.COSTLEY 425.272.7075 12.1.20 105096305 COMCAST JIM COHN . LUMEN TECHNOLOGIES ALEX HARB 253.831.0395 RIGHT OF WAY AMBER YANG 425.456.2774 08NE-T25N-R05E VAULT DETAIL @ V01 NOT TO SCALE STD 6775.0030 EXCAVATION: _____ CUBIC YARDS 3'-6" SIDE VIEW 2" 6" CRUSHED ROCK TOP VIEW 7' 7' 6 1/3 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 CONSTRUCTION NOTES CUSTOMER ELECTRICIAN TO COORDINATE NEW LIGHT CABINET CONNECTION OF SERVICE WITH PSE FROM MFP20005796