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Home My WebLink AboutMFP25000076.pdfMFP25000076 Monday - Friday 9 am 3 pm Holly Powers - CED 1/8/2025 215301 211 460 456 461 472 466 462 458 457 451 454 452 426 420 425 421 452 450 401 NW 5TH ST T A Y L O R P L N W MA P L E A V E N W 318179-165727 37.5 kVA 120/240V (A) SLAG7726 318167-165733 10 kVA 120/240V (A) EOP 28' 318158-165725 SLAG7727 ROW 60' 318200-165734 25 kVA 120/240V (C) SLAG7730 318154-165741 37.5 kVA 120/240V (B) 25T SLAG7725 PCR 13 # 4 A C S R ABC # 4 A C S R # 4 A C S R ABC ABC SITE PLAN POWER GENERAL NOTES - RESIDENTIAL PROJECT N Vicinity Map 47.7893, -122.2213 Owner / Developer Contact Info officeATTN: PNW RESTORATION LLC 9805 NE 116 ST #7220 KIRKLAND WA, 98034 KEVIN HACKETT 425-248-0076 OVERHEAD CIRCUIT MAP SCALE: 6" = 1 MILE ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PCR-13 12/4/2024 343 353 286 1.1 -- 344.1 353 286 HP Svc/MSA Distribution TEMP REMOVAL Superior ORDER#NOTIF# PWR PROJECT PHASE N/AN/A N/A 108161897 CABLE TV PHONE GAS 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. 10. 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. 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. 9. PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" SCALE: 1" = 50' 10 1 1 8 3 0 5 8 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) Service Stubs 101183058 N/A N/A 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 RUBY OTIS 253-243-4463 12/11/24 JAMES WORKMAN N/A 12/13/24 N/A N/A N/A JAMES WORKMAN N/A 12/17/24 RW-136956 RENTON DELPH FIRE DAMAGE NEW OH BRIDLE SVC (200A) 457 MAPLE AVE NW, RENTON WA, 98057 N/A N/A N/A 101183058 AS NOTED 1/1 KING N/A N/A CSPSKEPM SW 7-23N-05E N/A N/A 2305E027 2305E028 2305E027 PCR-13 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 515765773 N/A SERVICE BRACKET SERVICE DROP NO. 6 COPPERWELD, AIRCRAFT CABLE OR EQUIVALENT 3/4" RIGID GALVANIZED 45˚ MIN 18" MIN SEE DETAIL 1 FLASHING STRUCTURAL FRAMING AND FINISH MATERIALS 5/16" U-BOLT 2" X 4" BACKING BLOCKING BETWEEN MAST AND BUILDING RIGID STEEL CONDUIT STRUCTURAL FRAMING AND FINISH MATERIALS GROUND GROUND 5/16" U-BOLT 2" X 4" BACKING RIGID STEEL CONDUIT CONDUIT OR EQUIVALENT ENDS FLATTENED AND DRILLED SHARP BEND; NO RADIUS (SEE DETAIL 2)45˚ MIN COLLARS, CYCLONE FENCE CLAMP OR EQUIVALENT WITH 3/8" MIN BOLT SIZE WEATHERHEAD DETAIL 1 DETAIL 2 GALVANIZED THIMBLE AND CABLE CLAMP FLASHING OR MASTIC METHOD OF GUYING ATTACHMENT SEE DETAIL 1 GALVANIZED BOLT; EYE-BOLT OPTIONAL PULL 60˚ - 90˚ GUY WIRES 60˚ - 90˚ APART PULL COLLARS, CYCLONE FENCE CLAMP OR EQUAL WITH 3/8" MIN BOLT SIZE GUYED SERVICE MAST DETAIL SCALE: NONE SERVICE LINE (UTILITY OWNED) SERVICE MAST CONNECTION POINT 26' 17-1/2' 12'13' STATE HIGHWAYS STREETS, ALLEYS, COUNTY ROADS, DRIVEWAYS, AND PARKING AREAS RESIDENTIAL PROPERTY OVERHEAD SERVICE CLEARANCE DETAIL SCALE: NONE TOP VIEW 18" MIN 3' MIN WORKING SPACE 18" MIN 3' MIN 4' MIN 6' MAX 5' PREFERRED 3' MIN 3' MIN Neares t S i d e W a l l or Obs t r u c t i o n A n y O b s t r u c t i o n A b o v e M e t e r Working Space Meter Clearances SCALE: NONE LRC: % V. Drop: % Flicker: Sq. Footage: Panel Size: Heat Type: Est. Demand: 1771 SQ FT 200 AMPS GAS 7.7 80 A 1.5% 2.9% 00 1"2" 00 50'100' CIRCUIT FEET ADDED: 0' WIRE STRINGING SECONDARY Location Usage Wire Size & Type Quantity of wires Length (per wire)TotalFromTo P01 P02 SPAN GUY 3/8" STEEL WIRE 1 120'120' P01 BRIDLE SVC 1/0 OH TPX 1 25'25' BRIDLE M01 SVC 1/0 OH TPX 1 100'100' SITE SPECIFIC NOTES AT P01: 318179-165727 -EXISTING 45'' CL UNK 1985 DISTRIBUTION POLE TO REMAIN -EXISTING 37.5kVA 120/240V OH TRF TO REMAIN -INSTALL 120' 3/8" SPAN GUY TO P02 -INSTALL (1) BRIDLE SVC #1/0 TRIPLEX FROM P01 TO M01 6024.1000 (BSTPX) -INSTALL (1) 4" RIGID CLEVIS, NEUTRAL IN COMMON POSITION 6015.1000 (INDNRC) -INSTALL ZIP TIES AS NEEDED TO PREVENT SAGGING AT P02: 318167-165733 -EXISTING 40' CL UNK 1969 DISTRIBUTION POLE TO REMAIN -EXISTING 10kVA 120/240V OH TRF TO REMAIN AT M01: NEW METER BASE -INSTALL 200A METER SPAN SPECIFIC NOTES -SEE SITE PLAN, ONE-LINE DRAWING AND TABLES FOR NEW INSTALLS (3)3-5 3-6 E-Mail: Cell Phone: Project Manager Contact Information: Manager:RUBY OTIS (253) 243-4463 RUBY.OTIS@PSE.COM JOBSITE JOBSITE CUSTOMER DEVELOPMENT NOTES: A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE WORK. CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND ENERGY STANDARDS & LOCAL MUNICIPALITY. **DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL** CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING: CROSSING/BORING. -OPEN TRENCH OR BORING FOR CROSSINGS ARE ALLOWED PER LOCAL MUNICIPALITY PERMIT REQUIREMENTS. -CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. -PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION WORK IN RIGHT OF WAY. -EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY. JOB SITE READINESS. -JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE. -ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL MUNICIPALITY. -ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE. -REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT ALL TIMES. -REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING. -IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED. -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.