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Home My WebLink AboutLUA26-000158 Site Plan4411 4601 4311 4325 AN A C O R T E S A V E N E NE SU N S E T B L V D NE SU N S E T B L V D 4401 ROW 90' MAP 16 318675-167217 318686-167236 225 kVA 120/208V (ABC) 318700-167266 DWY 318676-167219 25kVA 120/240V (B) EOP 70' 318660-167178 25kVA 120/240V (B) PRE 14 PRE 14 AØAEIP573 BØAEIP574 CØAEIP575 318666-167249 150 kVA 208V (ABC) 318659-167248 50 kVA (A) 318659-167248 50 kVA (A) 318659-167275 4400 4308 4308 N/O 4300 MAP & RECORDS NOTE: FLOW DIRECTION IS OPPOSITE BETWEEN 318668-167115 & 318700-167266 BLDG AA BLDG Z BLDG B BLDG A 318685-167233 J J J 3-19B 3-21 105109395 Perm Service 517063365 104374579 Panel A 3003558097 SITE PLAN N Vicinity Map 47.504, -122.160 Owner / Developer Contact Info officeATTN: ADF PROPERTIES LLC 15007 WOODINVILLE-REDMOND RD WOODINVILLE, WA 98072 DALE FONK 206-799-3247 OVERHEAD CIRCUIT MAP 2305E040 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. 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 PRE-14 1/20/2026 347 290 344 6 6 6 353 296 350 NOT TO SCALE UNDERGROUND CIRCUIT MAP 2305E011 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. SCALE: 1" = 50' 10 5 1 0 9 3 9 5 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) PROJECT PHASE PWR NOTIF# Superior 516299632 E-Mail: Cell Phone: Project Manager Contact Information: Manager:AMY HILL 253-243-5089 AMY.HILL@PSE.COM PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" 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 AMY HILL 253-243-5089 11/10/25 A. BETTENCOURT 206-584-4182 11/10/25 A. BETTENCOURT 206-584-4182 11/10/25 RW-31525 RENTON SUNSET BLVD MEDICAL PRI LE/NEW UG XFMR/NEW UG SVC 4401 NE SUNSET BLVD , RENTON, WA 98056 N/A N/A N/A 105109395 AS NOTED 1 OF 3 KING N/A N/A CSPSKEPM NE 19-23N-05E N/A N/A 2305E011 2305E040 2305E011 PRE-14 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 SITE SPECIFIC NOTES: V01 - NEW #318686-167236 -INSTALL (1) HH 7' X 7' X 4' W/60" X 24" ACCESS PER STD 6045.5000 (PM3P15M) -INSTALL (1) 225kVA 120/208V PADMOUNT XFMR (MID: 6258150) -INSTALL (3) 12KV ELBOW KIT PER STD 6041.1000 (ELB10J) -INSTALL (4) 4-POS SECONDARY BAR CONNECTORS FOR #2 TO 500 KCMIL (MID 7651002) -INSTALL (12) MOUNTING BOLT KITS (MID 7651008) -INSTALL GRID # - INSTALL CABLE TAGS PER ONE LINE - CONNECT (3) RUNS OF CUSTOMER OWNED, INSTALLED, & MAINTAINED 250 ALUM WIRE J01 - EXISTING #318660-167178 -EXISTING VAULT AND EQUIPMENT TO REMAIN - DE-ENERGIZE 3Ø PRI. CABLES EIP573, EIP574, EIP575 TO ALLOW WORK TO BE PERFORMED - RE-ENERGIZE 3Ø PRI. CABLES AFTER WORK IS COMPLETED J02 - EXISTING #318676-167219 -EXISTING VAULT AND EQUIPMENT TO REMAIN - DISCONNECT 3Ø PRI. CABLES AEC594, AEC595, AEC596 -INSTALL (3) 12KV ELBOW KIT PER STD 6041.1000 (ELB10J) - REMOVE EXISTING CABLE TAGS - INSTALL NEW CABLE TAGS PER ONE LINE J03 - NEW #318685-167233 -INSTALL (1) HH 5' X 7' X 6' W/2-3' SQ DOORS PER STD 6055.1030 (JBOX3AS) -INSTALL (3) 4-POS JBOX(MID: 7625900) -INSTALL (9) 12KV ELBOW KIT PER STD 6041.1000 (ELB10J) -INSTALL (3) INSULATED CAPS (MID: 7630600) -INSTALL NEW CABLE TAGS PER ONE LINE J04 - EXISTING 318700-167266 - EXISTING VAULT AND EQUIPMENT TO REMAIN - INSTALL (3) 12KV ELBOW KIT PER STD 6041.1000 (ELB10J) -REMOVE EXISTING CABLE TAGS - INSTALL NEW CABLE TAGS PER ONE LINE M01 NEW METER BASE - PSE METER DEPT. TO INSTALL (3) 200 AMP METER SERVICE SPAN NOTE: -SEE SITE PLAN, ONE-LINE DIAGRAMS, & TABLES FOR REMOVALS AND INSTALLS JOB SITE JOB SITE 517307140 Panel B House Panel CIRCUIT FEET ADDED: SQ. FOOTAGE: PANEL SIZE: HEAT TYPE: EST. DEMAND: LRC: % V. DROP: % FLICKER: 545' 5200 600A N/A 42.9kW 372A 0.8% @ V01 1.2% @ V01 CIRCUIT FEET REMOVED: 455' 517307142 517307147 (3)2-57 2-59 (3)2-57 JOB SITE 3003558143 3003558182 108178526UG Cable Retirement (3)2-57 318686-167236 225 kVA 120/208V (ABC) 318676-167219 1-4" SCH 80 EXISTING CONDUIT 1-4" SCH 80 CONDUIT 318700-167266 1-4" SCH 80 CONDUIT 1-4" SCH 80 EXISTING CONDUIT 1-4" SCH 80 CONDUIT 318685-167233 J 318686-167236 225 kVA 120/208V (ABC) 318676-167219 (2-55) 3Ø 1/0 AL JKT UG PRI CABLE ±40' AØEKE781 BØEKE782 CØEKE783 (3-19b) 318700-167266 3Ø 1/0 AL JKT UG PRI CABLE ±140' AØEKE775 BØEKE776 CØEKE777 (2-55) 3Ø 1/0 AL JKT UG PRI CABLE ±365' AØEKE778 BØEKE779 CØEKE780 (2-55) 318685-167233 J AØAEC594 318675-167217 318700-167266 318676-167219 25kVA 120/240V (B) BØAEC595 CØAEC596 PRE 14 REMOVE J J 318675-167217 318686-167236 225 kVA 120/208V (ABC) 318700-167266 318676-167219 25kVA 120/240V (B) NEW CABLE TAGS PRE 14 NEW CABLE TAGS AØEKE778BØEKE779 CØEKE780 AØEKE781BØEKE782 CØEKE783 AØEKE775BØEKE776 CØEKE777 NEW CABLE TAGS J J 10 5 1 0 9 3 9 5 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 AMY HILL 253-243-5089 11/10/25 A. BETTENCOURT 206-584-4182 11/10/25 A. BETTENCOURT 206-584-4182 11/10/25 RW-31525 RENTON SUNSET BLVD MEDICAL PRI LE/NEW UG XFMR/NEW UG SVC 4401 NE SUNSET BLVD , RENTON, WA 98056 N/A N/A N/A N/A AS NOTED 2 OF 3 KING N/A N/A CSPSKEPM NE 19-23N-05E N/A N/A 2305E011 2305E040 2305E011 PRE-14 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 Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (PM) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information 225kVA 120/208v 6258150 V01 318686-167236 CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE BLDG.# OF METERS SOURCE # OF RUNS WIRE SIZE REMARKS 4401 4 V01 3 250 ALUM WIRE - ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE Vault & Equipment Table Work Location Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) ASBUILT INFORMATION Foreman-CompleteLBDC V01 318686-167236 PM3P15M (7'x7'x4')PAD-3P-12-120/2 08-225 (225 kVA)3 0 J03 318685-167233 JBOX15L (5'x7'x5')JBOX 9 3 SCALE: NONE NEW CONDUIT DIAGRAM Primary Cable & Conduit Table (Foreman to Complete) LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.) AS BUILT INFORMATION From To Size (in)Qty Design Length (ft) Actual Length (ft) TYPE BENDS PULL (lbs) PULL Rev (lbs)Cable Size Design Length (ft) Actual Length (ft) CABLE NUMBERS MANUFACTURING INFORMATION FOR FEEDER CABLE ONLY Check applicable box DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Tape CN #4/0 NEU Design As Built Actual Amount Installed (Conduit & Cable) J02 J03 EXISTING CONDUIT 112 106 3Ø 1/0 140 EKE775 EKE776 EKE777 IP1 J03 4"1 15 X CONDUIT ONLY J03 IP1 4"1 15 X CONDUIT ONLY J03 J04 4"1 EXISTING CONDUIT 148 171 3Ø 1/0 365 EKE778 EKE779 EKE780 J03 V01 4"1 20 X 45 44 3Ø 1/0 40 EKE781 EKE782 EKE783 **ALL CONDUIT WILL BE PROVIDED BY PSE & INSTALLED BY THE CUSTOMER. ALL TRENCHING & WORK PITS WILL BE PROVIDED BY THE CUSTOMER, SEE CUSTOMER DEVELOPMENT NOTES FOR DETAILS.** SCALE: NONE NEW CABLE DIAGRAM **ALL CABLE WILL BE PROVIDED & INSTALLED BY PSE** ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE (LF) EST EXISTING CABLE MFG. NAME EXISTING CABLE MFG. DATE CABLE REPLACED?FROM TO AEC594 11430702 J02 J04 455 AEC595 11430703 J02 J04 455 AEC596 11430704 J02 J04 455 TOTAL 1365' PRE CONSTRUCTION DIAGRAM POST CONSTRUCTION DIAGRAM TOTAL 4" SCH'L 80: 50'TOTAL PRI 3Ø 12KV 1/0 UG: 545' SCALE: NONE SCALE: NONE DEDICATED FACILITIES SITE SPAN ADDITIONAL REMARKS LABOR UNITS #FROM TO FOOTAGE ----UPGRADE 45kVA TO 225kVA TOTAL FT=## DEVELOPER & CUSTOMER 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: VAULTS & WORK PITS -PROVIDE A 5' X 10' WORK PIT AT IP1/IP2. -PROVIDE A 11' X 11' WORKPIT & 6" BEDDING OF 5/8" CRUSHED ROCK AT V01. -PROVIDE A 9' X 11' WORK PIT & 6" BEDDING OF 5/8" CRUSHED ROCK AT J03. TRENCHING & CONDUIT -REQUIRED TO PROVIDE ±15' TRENCH FROM IP1/IP2 TO J03 -REQUIRED TO PROVIDE ±15' TRENCH FROM J03 TO IP1 - REQUIRED TO PROVIDE ±20' TRENCH FROM J03 TO V01 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 WSDOT, A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS . 10 5 1 0 9 3 9 5 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 AMY HILL 253-243-5089 11/10/25 A. BETTENCOURT 206-584-4182 11/10/25 A. BETTENCOURT 206-584-4182 11/10/25 RW-31525 RENTON SUNSET BLVD MEDICAL PRI LE/NEW JBOX/NEW UG SVC 4401 NE SUNSET BLVD , RENTON, WA 98056 N/A N/A N/A 105109395 AS NOTED 3 OF 3 KING N/A N/A CSPSKEPM NE 19-23N-05E N/A N/A 2305E011 2305E040 2305E011 PRE-14 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 2" Excavation - 20 cubic yards 8'-0" or 10'-0" 7'-0" 8'-0"8" 4'-2" SIDE VIEW 4'-6"Crushed 6" Rock 11' 11' TOP VIEW 3'-6" 7'-0" 6045.5000Not to scale VAULT & EXCAVATION DETAIL FLOW DIRECTION LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS. 6' 3' 8" TECHNIQUES FOR EROSION AND SEDIMENT CONTROL SILT FENCE DETAIL Not to Scale 0150.3200 COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PADMOUNT TRANSFORMER AND VAULT CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 1.5' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA Not to scale 1.5' MIN 3' MIN 3' MIN 3' MIN 10' MIN 3' MIN 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 Excavated Dirt Pile Final Grade 24" Min Backfill for Schedule 80 Conduit (NO Rocks over 10" Diameter or foreign objects)Separation 12" Min 18" Min JOINT TRENCH DETAIL Primary-Schedule 80 (NTS) 48" Max 36" Min Cover Phone & TV Primary Power Cable in Customer Provided Schedule 80 Conduit ROADSIDE To Excavated Dirt Pile FR O N T TOP VIEW 18" MIN 3' MIN WORKING SPACE 18" MIN 3' MIN 4' MIN 6' MAX5' PREFERRED 6" MIN 6' MAX 3' MIN 3' MIN Neares t S i d e W a l l or Ob s t r u c t i o n An y O b s t r u c t i o n Ab o v e M e t e r CT E n c l o s u r e Working Spa c e CT Clearances SCALE: NONE PM XFMR VAULT B-FLY DETAIL (V01) SCALE: NONE Prop 4" (J03) J-BOX B-FLY DETAIL (J03) SCALE: NONE Customer Owned Service Prop 4" (V01) Prop 4" (J02) Prop 4" (J04) PROPOSED UG CONDUIT EXISTING UG CONDUIT CONDUIT ELBOWS CONDUIT INTERCEPTION DETAIL SCALE: NONE 4'-0" 1'-0" 5'-8" 8" 7'-0" Tubes for 1" adjustable bolts ( 4) Cover 2,490 lbs Top Section 1,835 lbs Base 4,760 lbs 4'-8" (2) 3' Square Plate Doors NOTE: For Installations in pavement or sidewalks with adjustable cover SIDE VIEW TOP VIEW 9'-0" 11'-0" 2" 6'-0" 6"Crushed Rock 3-piece handhole, increase excavation Depth to 6'-6" and 24 cubic yards. 4'-8" x 7' Handhole ( 575) w/adjustable Cover MID#: 7663206 VAULT & EXCAVATION DETAIL Not to scale 6051.1500 Excavation - 20 cubic yards FR O N T