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Home My WebLink AboutPermit EL19-0031 - ELECTRIFY AMERICA - ELECTRIC VEHICLE CHARGING STATION TO INCLUDE: (1) UTILITY TRANSFORMER; (1) SWITCHBOARD ASSEMBLY;ELECTRIFY AMERICA 301 STRANDER BLVD ELI 9-0031 Parcel No: Address: Project Name: 0 �~^�xx "�� Tukwila v��~� v�n u H�m`��oa 0 Department of Community Development 63VOSouthcenterBoulevard, Suite #1OV Tukwila, Washington 98100 Phone: 206'431'3670 Inspection Request Line; 3O6'438'93S0 Web site: http://www.TukwilaWA.gov ELECTRICAL PERMIT 2633049005 Permit Number: EL19'0031 3015TK4NDERBLVD ELE[TR|FYAKxER|C4 Issue Date: 5/17/2019 Permit Expires On: 11/13/2019 Contact Person: Name: Address: Contractor; Name: License No: Address: TARGET CORPORATION TO6Z7 POBOX 94S6C/O PROPERTY TAX/TPN 095O,N1|NNEAPOL|S,WA, 55440 5D85MEADOWS DE, SUITE 7OO'LAKE OSVVEGO'VVA 97035 CABIN CREEK ELECTRIC LL[ 4O9NPINE STREET, ELLENSBURG' WA, 98926 Phone; (913)458-6725 Phone: (509) 968' 444 Expiration Date: 9/19/2019 DESCRIPTION OF WORK: ELECTRIC VEHICLE CHARGING STATION TO INCLUDE: (1) UTILITY TRANSFORMER; (1) SWITCHBOARD ASSEMBLY; (S)l50KVVBT[POWER UNITS; (5)l50KVVOTCDISPENSERS; (2)PEDESTRIAN LIGHT POLE AND FIXTURE. Valuation ofsingle family: $0.00 Valuation ofmf/comnn: $75'000.00 Type of Work: NEW Fees Collected: $1,726,05 Electrical Service Provided by: PUGETSOUND ENERGY Water District: TUKVV|LA SmwerDistdct: TVKVV|LA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: international Fuel Gas Code: ized Signature: National Electrical Code: VVACities Electrical Code: VVA[Z96'468: WA State Energy Code: 2017 2017 2017 2015 l(I • I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: S i 7. I t)• This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: <NONE> PERMIT INSPECTIONS REQUIRED Permit Inspection Line (206) 438-9350 2100 ELECTRICAL FINAL 7003 ROUGH -IN ELECTRICAL 7002 SERVICE 7001 UNDERGROUND/SLAB CITY OF TUKW Community Development Department Permit Center 6300 Southeenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA gov Electrical Permit No. Project No. Date Application Accepted: Date Application Expires: (For office only) 09) ELECTRICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 301 Strander Blvd, Tukwila, WA 98188 King Co Assessor's Tax No.: 2623049005 Suite Number: Floor: Tenant Name: Electrify America WA20020J Tukwila (Target T0627) New Tenant: PROPERTY OWNER Name: Target Corporation Address: 301 Strander Blvd City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Christina Suarez Address: 5885 Meadows Dr, Suite 700 City: Lake Oswego State: WA Zip: 97035 Phone: 9 ) 458-6725 Fax: Email: suarezc@bv.com Mobile: (541)490-3080 Yes ..No ELECTRICAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tulcwila Business License No.; Valuation of Project (contractor's bid price): $ 75,000 Scope of Work (please provide detailed information): Electric Vehicle Charging Station to include: (1) Utility Transformer; (1) Switchboard Assembly; (5) 150kW BTC Power Units; (5) 150kW BTC Dispensers; (1) Pedestrian Light Pole and Fixture. Will service be altered? Yes Z1 No Adding more than 50 amps? II Yes LJ No Type of Use: Type of:work: New 0 Addition D Service Change 0 Remodel 0 Tenant Improvement Low Voltage CI Generator 0 Fire Alarm 0 Telecommunication 0 Temporary Service Property Served by: 21 Puget Sound Energy 0 Seattle City Light WAPermit Center\ Applications-HandoutWermit Applications \PDFAElectrical Permit Application Revised 1 -1 -17.doex Revised: January 2017 bh RESIDENTIAL NEW RESIDENTIAL SERVICE 0 New single family dwellings (including an attached garage) O Garages, pools, spas and outbuildings 0 Low voltage systems (alarm, furnace thermostat) RESIDENTIAL REMODEL AND SERVICE CHANGES O Service change or alteration $83.54 (no added/altered circuits) O Service change with added/altered circuits . .$83.54 number of added circuits $12.00 ea O Circuits added/altered without service change $55.69 (up to 5 circuits) O Circuits added/altered without service change $55.69 (6 or more circuits) $7.65 ea O Meter/mast repair $69.62 O Low voltage systems $61.05 (alarm, furnace thermostat) MULTI -FAMILY AND COMMERCIAL $155.91 Fees are based on the valuation of the electrical contract. $83.54 ea $61.05 ea MISCELLANEOUS FEES 0 Temporary service (residential) $66.30 D Temporary service (generator) $82.52 C] Manufactured/mobile home service $87.98 (excluding garage or outbuilding) 0 Carnivals ......... ........... ......... .......... ..... ....... ....... $82.21 Number of concessions $11.02 ea Each ride and generator truck $11.02 ea ***EFFECTIVE JANUARY 1, 2014 EACH PERMIT WILL BE ASSESSED A 5% TECHNOLOGY FEE*** PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR ELECTRICAL CONTRACTOR: Signature: Date: . 01/09/2019 Print Name: Christina Suarez Day Telephone: (913) 458-6725 Mailing Address: 5885 Meadows Dr, Suite 700 Lake Oswego, OR 97035 Mobile (541) 490-3080 City State Zip W: \ Permit Center \Applications-l-lardouts\ Permit Applications \ PDFMlectrical Permit Application Revised I- 1-1 7.docx Revised: January 2017 bh Page 2 of 2 DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $1,726.05 EL19-0031 Address: 301 STRANDER BLVD Apn: 2623049005 $1,726.05 ELECTRICAL $1,659.66 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $1,327.73 PLAN CHECK FEE R000.345.832.00.00 0.00 $331.93 TECHNOLOGY FEE $66,39 TECHNOLOGY FEE R000.322.900.04.00 0.00 $66.39 TOTAL FEES PAID BY RECEIPT: R16407 $1,726.05 Date Paid: Wednesday, January 09, 2019 Paid By: OVERLAND CONTRACTING INC Pay Method: CHECK 35133153 Printed: Wednesday, January 09, 2019 11:48 AM 1 of 1 SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-36 Project: TypeRinspection: ] i Address: •Date Called: Special Instructions: p Date Wanted: — . n . Requester: Phone No. 5 Approved per applicable codes, OMMENTS: Corrections required prior to approval. s Date: REINSPECTION FEE REQUIRED. Prior to next inspection. feemust be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. P R?IT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:tecet L�+w Type of Inspection: Address: , / Date Called: Special Instructions: 000 0 0 Date Wanted: Requester: ] Phone No: 5-6 7 Sm-tO 16-5-2-- proved per applicable codes. Corrections required prior to approval. COMMENTS: e D 0iJ Au.- kroi %E�l2�1 o'fS L»Stioalc�j PuF6.S��ch K,�✓�rz-� 45,5E41.4tc-E Co,IpJ�pCS TAT• Ins Date: ! 1 REINSPECT. N FEE REQUIRED. Prior to next inspection. fee trust be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: � Type of inspection. Address: Date Called: Special instructions: qooC.l _ Date Wanted: 7 a.m. p.m. Requester: Phone No: d 7 6 x+' C,jo, L] Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: 4' 6Ats.( Inspector: i (6/67\14J6ic ...j.--- . Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. SEPARATE PERMIT REO IREDFOR: Mellaficei p Elect lumbirrg ®/Gas Pi''' City ofTukwlla BUILDING DIVISION REVISIONS No Changes snail Pe made to the scope IN of work wl:nout onor aporoval of the Tukwila Building Division NOTE: Revisions will require a new plan ubmitial and may Include additional plan reviet SITE INFORMATION EV SITE ADDRESS: 301 STRANDER BLVD TUKWILA, WA 98188 PROPERTY OWNER: TARGET CORPORATION EQUIPMENT SUPPLIER: ELECTRIFY AMERICA, LLC. 2003 EDMUND HALLEY DRIVE SURE NO RESTON, VIRGINIA 20191 POWER COMPANY: PUGET SOUND ENERGY COUNTY: KING LATITUDE{NAD831: 47° 27' 20.50" N 47.455699° LONGITUDE 1NAD831: 122°1526.50"W .122.157357° CONTACT ENGINEER: RUSSELL POLLOM (913)455.6274 POLLOMRE@BVCOM APPLICABLE CODES ALL WORK SHALL COMPLY WITH THE 70110 1NG APPLICABLE CODES: 2015INTERNA710NAL BUILDING CODE 2017 NATIONAL ELECTRICAL CODE 2012 UNIFORM PLUMBING CODE 2015 UNIFORM MECHANICAL CODE 2015 INTERNATIONAL FIRE CODE 2015INTERNA110NAL ENERGY CONSERVATION CODE IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHAH PREVAIL ZONING INFORMATION PERMITINGJURISDICTION: CITY OF TUKWILA ZONING CLASS: TUC7 FLOOD HAZARD AREA NOTE THIS SITE IS LOCATED IN FLOOD ZONE "X", AREA OF MINIMAL FLOOD HAZARD CONTRACTOR NOTE felectrify america WA200201 TUKWILA TALLATION OF ELECTRIC VEHICLE CHARGING EQUIPMENT TARGET T0627 301 STRANDER BLVD TUKWILA, WA 98188 r AREA MAP _STRANDER : LVO CORPORATE DR N CORPORATE DR S MINKLR BLVD CALL BEFORE YOU DIG BAKER BLVD 4 TRECK DR l OCATION MAP DO NOT SCALE DRAWINGS PROPERTY SURVEY STAGING PLAN FDLEffC��OPn Fk,�mmn Na YNI �'ll Plan revew approval IS SubleC to errors ana omissions Approval of ;OnSlrudlon Documents does 101 aulr rce the violation of any aaoDted code or ordinance Receipt of aDoroveo Flela Coot/ and Conditions s ackn ed By Dale: C+W 01 Tukwi a PUILDING DIVISION EVIE ED FO OOMPLIANCE WITH NFPA TO • NEC fEao5ION of Tukwila IIDIkG DNISION PROJECT DESCRIPTION INSTALL 111 UTILITY TRANSFORMER INSTALL IIISWITCHBOARDASSEMBLY INSTALL 161150KW BTC POWER UNITS INSTALL t51150KW BTC DISPENSERS INSTALL I11 PEDESTRIAN LIGHT POLE DRAWING INDEX EETNO: SHEET TITLE T.1 TITLE SKEET S PROJECT DATA N. GENERAL NOTES 1 GN•2 GENERAL NOTES2 GN•3 GENERAL NOTES3 C. OVERALL SITE PLAN C•2 DEMo1RION SREPLAN C. ENLARGED SITE PLAN G4 ENLARGED PROPOSED EQUIPMENTLAYOUT SITE ELEVATION E.1 UTILITY PLAN E.2 ELECTRICALPLAN E•3 SINGLE LINE DUiGRA6 E.4 ELECTRIC AL DETAILS E•5 ELECTRICAL DETAILS G. GROUNDING DETAILS D•1 EQUIPMENT DETAILS D. EQUIPMENT DETAILS ND APING PIAN,DETNLS S PLANT SCHEDULE RECEIVED CITY OF TaWIEA JAN092019 FOR REFERENCE ONLY DRAWINGS PERT n ( 1E ENGINEER OF RECORD CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED AND THE SEALED SET OF DRAWINGS, ANY NECESSARY DEVIATIONS FROM THE DRAWINGS MUST RE SUBMITTED THROUGH AN RFI REQUEST PROCESS 88 TH ENGINEERING FOR AH APPROVAL PRIOR TO CONTRACTOR PROCEEDING WITH A DEVIATION OF THE SIGNED AND SEALED SET OF DRAWINGS. UNDERGROUND SERVICE ALERT UTILITY NOTIFICATION CENTER OFWASHINGTON 811 OR 1900-4245535 3 WORMING DAYS MY NOTIFICATION PRIOR 10 CONSTRUCTION CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE JOB SOE 5 SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK, 111x11" PLOT WILL BE HALF SCALE UNLESS NOTED ROBLEY A. EVANS PE143489 BLACKS VEATCH CORPORATION E(I''I 00 9ielectnfy america ELECTRIFY AMERICA, SIC 10O3 EDMUND HALLEY DRWE SUITE DOD NESTOR VIRGMIA 21191 BLACK & VEATCH 000 W 11 S0 ST, SUITE 2192 OVERLAND PARR, MS 66111 NI711562506 OJECTKO DRAWN BY: MAP CHECKED BY; NMB DATE ISSUED FOR CON STRUCIVN DESCRIPTION OISAWAAmvUWFORANYPERSON, uss TNEYAAE ACTWOUNDERTHEDCnON OF A EMENSED MMASMAI MINER TO Alt ER INIS ooW. WA200201 TUKWILA TARGET TO621 301 STRANDER BLVD TUKWILA, WA 98188 SHEETIITLE TITLE SHEET & PROJECT DATA SHEET NUMBER T.1 GENERAL CONSTRUCTION NOTES 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINmONS SHALL APPLY GENERAL CONTRACTOR:OVERLAND CONTRACTING INC. (BLACK A VEATCH) CONTRACTOR: (CONSTRUCTION) OWNER: ELECTRIFY AMERICA 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS. 3. THE GENERAL CONTRACTOR SHALL VISIT THE STTEAND SHALL FAMILIARIZETHEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT DOCUMENTS, FIELD CONDIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAYBE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORN. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH AU. APPLICABLE CODES, REGULATIONS, AND ORDINANCES GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY MTH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WOTH ALL APPLICABLE MLHICIPAL AND UT1LITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 1. PLANS ARE NOT TO BE SCALED, THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS NAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING M TH WORK, 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9, IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTMTIES WITH OTHER DISCIPLINES. 12. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. 13. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION, 14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK, 15. THE CONTRACTOR SHALL PROTECT EXISTING IMIPROVENENTS,PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER, 16. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 11. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE ANDIOR BUILDING. 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 19. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WRN ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 20. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A:10•BO AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 21. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES, THE CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO AI FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND DI TRENCHING & EXCAVATION. GENERAL CONSTRUCTION NOTES CONT, 22. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH MILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER ANDIOR LOCAL UTILITIES. 23. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT OR DRNEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SFTE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REWIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL 25. NO FILL 0R EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND, FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT, 26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE, ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FIOWABLE FILL OR OTHER MATERIAL PRE•APPROVED BY THE LOCAL JURISDICTION. 21. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 28, ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 29. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF ASOUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 30. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEM CONDITION. 31. THE PROPOSED FACILITY MILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 32, NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ME PROPOSED. 33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. II, THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 35, INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS ANDIOR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING W1TH CONSTRUCTION. STRUCTURAL STEEL NOTES 1, STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, UNLESS NOTED OTHERWISE: WIDE FLANGE SHAPE: A992, 50ksi ANGLE AND CHARNEL SHAPE: ASTM A36,36Ls1 PLATE: ASTM A36, 36Asi PIPE: ASTM A53 GRADE B, 35 h1 HSS: ASTM A500 GRADE B, 461s1 2. HIGHSTRENGTH BOLTS SHALL CONFORM TO ASTM A325: ONE HIGHSTRENGTH BOLT ASSEMBLY SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT, A HEAVY NUT, A HARDENED WASHER CONFORMING TO ASTM F436, THE HARDENED WASHER SHALL BE INSTALLED AGAINST ELEMENT TURNED W TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS. 3. WELDING ELECTRODES SHALL COMPLY WITH AWSD1,1USING ASIORAS,5ENO( AND SHALL BE COMPATIBLE WITH THE WELDING PROCESS SELECTED. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1.1. 4. UNLESS NOTED OTHERWISE ON THE DRAWING, ALL ANCHOR BOLTS SNAIL CONFORM TO ASTM F1554, GRADE 36, WITH HEAVY HEXAGONAL NUT. 5, FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH RISC SPECIFICATION. 6. ALL EXPOSED STRUCTURAL STEEL, BOLTS, AND HARDWARE SHALL BE NOT DIP GALVANIZED PER ASTMA123. T. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL DESIGNATIONS, AND TOP STEEL ELEVATIONS FOR APPROVAL. THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS, SUCH APPROVAL SHALL NOT RELIEVE THE FABRICATORICONTRACTOR OF THE RESPONSIBILITY FOR EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS OR THE GENERAL FFT•UP OF PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD 8. PRIMER SHALL BE RED O0DE•CHROMATE PRIME COMPLYING WITH STEEL STRUCTURES PAINTING COUNCIL (SSPC) PAINT SPECIFICATION NUMBER 11 CONCRETE MASONRY NOTES 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TOASTHC90,GRADE N•1, )FM=1,500 PSI(, MEDIUM WEIGHT. (115 PCF) 2, MORTAR SHALL BE TYPE S" ABOVE GRADE, TYPE 'I" BELOW GRADE CONFORMING TO ASTM C210, (MINIMUM;000 P51 AT 28 DAYS) 3, GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS CONFORMING TO ASTMC476, 4. ALL CELLS CONTANING REINFORCING STEEL OR EMBEDDED ITEMS, ALL CELLS IN RETAINING WALLS, AND WALLS BELOW GRADE SHALL BE SOLID GROUTED, 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1.1I2" BELOW TOP OF THE UPPERMOST UNIT, 1. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS, 8. PROVIDE INSPECTION AND CLEAN•OVT TOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'A" OF HEIGHT. 9, ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS. SEE NOTES UNDER "REINFORCED CONCRETE NOTES" FOR RE REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING. LAP SPLICES S DIAMETERS, MINIMUM, 00 12. PROVIDE ONE BAR DIAMETER (AMINIMUM OF112")GROUT BEIWEENMAIN RBNF MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MUM GROUT POUR HEIGHT IS 4 FEET. pC NEC FEB 051019 14, NIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITHROJECL Iti OfT 18 SPECIFICATIONS AND SECTION 2104OF IBC. LLii BUILDING DWI 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCIMTA NOTED IN THE DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CELLS CONTAINING REINFORCING STEEL. 11. REFER TO DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE, 15. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE, ALKALI CA ORGANIC MATERIAL 19. ALL MORTAR FIN OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM INSIDE OF CELLS PRIOR TO GROUTING. REINFORCED CONCRETE NOTES 1, CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS UNLESS OTHERWISE NOTED CONTINUOUS INSPECTION IS NOT REQUIRED. SLUMP:4" MIN 16" MAX AIR ENTRAINMENT:1112%. TV BY VOLUME 2. REINFORCEMENT SOLL BE A NEW BILLET STEEL DEFORMED BARS CONFORMING TO ASTM SPECIFICATION A615 GRADE 65, MAXIMUM COARSE AGGREGATE SIZE SHALL BE T4". 3. REINFORCEMENT SHALL COMPLY WITH THE LATEST EDITION OF ACI 318 FOR MINIMUM CLEARANCES AND CONCRETE COVER, 4, ALL EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACEMENT OF CONCRETE, ALL CONCRETE SHALL BE READY.MLKED IN ACCORDANCE WITH ASTM C94. 5, MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES FAHRENHEIT, 6. 00 NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY -MIX CONCRETE AT THE JOB SITE, 7. WELDED MIRE FABRIC SHALL CONFORM TO ASTM A185, 8, EXCEPT AS DETAILED OR AUTHORIZED, MAKE BARS CONTINUOUS AROUND CORNERS WHERE PERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE CLASS "9" TENSION LAPS UNLESS NOTED OTHERWISE. 9, DETAIL BARS IN ACCORDANCE MTH"ACIDETAILING MANUAL",PUBLICATION 5P.66AND " BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318. 10, PRO0DEACCESSOMESNECESSARY TOPROPERLY SUPPORT REINFORCING. 11, EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS MERE THE CONCRETE PAD ABUTS CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND AS SHOWN ON APPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONE•HALF INCH PREFABRICATED NOIEXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB, ivelectrtfy / america ELECTRIFY AMERICA, LAC, 2003EDMUND HALIEY DRIVE SUITE h10 RESTON WRGI1II L0191 BLACK & VEATCH MOD W 1156 S1, 51111E 229E OVERLAND DAVIS 66l11 R1311M30D0 DRAWN BY: CHECKED BY: NRB DA ISSUED FOR C0NSIRUCDON DPSCWPTION IT6AVIOLAION OF LAWFORANYPERSON, ENLESS INEYAREACRNGWIERI1HIRECIINOFA UCENSEO PROEESSIcaIL ENGRBER, IO ALTER IRB DOCUMENT. WA200201 TUKWILA TARGET TO621 301 STRANDER BLVD TUKWILA, WA 98188 SHEET MI GENERAL NOTES 1 SLEET NUMBER GN•1 GENERAL SITE WORK NOTES CONT, PART 2• PRODUCTS GENERAL SITE WORK NOTES CONT. ANCHORAGE INSTALLATION NOTES 1. DRILLING THROUGH EXISTING SLAB REBAR DURING POST4NSTALLED ANCHOR BOLTS INSTALLATION IS NOT PERMITTED, 2 POST4NSTALLED ANCHOR BOLT INSTALLATION SHALL BE PERFORMED BY PERSONNEL TRAINED TO INSTALL THE SYSTEM PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPNI, AS INCLUDED IN THE ANCHOR PACKAGING, 3. EXPANSION AND ADHESIVE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURERS INSTRUCTIONS USING STANDARD EMBEDMENTS AND EDGE DISTANCES UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONCRETE SIDEWALK CONSTRUCTION REQUIREMENTS 1, PLACING AND FINISHING CONCRETE THE CONTRACTOR SHALL PROVIDE ADEQUATE TOOLS AND EQUIPMENT TO PRODUCE QUALITY WORKMANSHIP IN PLACING AND FINISHING CONCRETE. THE SIDEWALK AND RAMPS SHALL BE FINISHED TO THE TOP OF THE FORMS AND THE SURFACE FINISHED WITH A WOOD OR STEEL FLOAT AND SURFACE TEXTURE SHALL BE A COURSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE SIDEWALK OR RAMP. NO "PLASTERING" OF THE SURFACE SHALL BE PERMITTED, 2. CONTRACTION JOINTS THE SIDEWALK SURFACE SHALL BE MARKED OFF INTO NOMINAL SQUARES OF DIMENSION TO THE WIDTH OF THE SIDEWALK WITH A MAXIMUM DISTANCE BETWEEN JOINTS OF SEVEN FEET SAWING JOINTS, THE CONTRACTOR SHALL BEGIN AS SOON AS THE CONCRETE HARDENS SUFFICIENTLY TO PREVENT EXCESSIVE RAVELING ALONG THE SAW CUT AND SHALL FINISH BEFORE CONDITIONS INDUCE UNCONTROLLED CRACKS, REGARDLESS OF THE TIME OR WEATHER. 3. EXPANSION JOINTS EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK ABUTS EXISTING CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES, AND EVERY TWO HUNDRED FIFTY FEET AND AS SHOWN ON APPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONHALF INCH PREFABRICATED NON•EXTRUDING FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB, GENERAL SITE WORK NOTES PART 1•GENERAL CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. 1.1 REFERENCES: A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION•CURRENT EDITION), B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS), C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 1,2 INSPECTION AND TESTING: A GENERAL CONTRACTOR SHALL PERFORPXALL WORK INCONFORMANCE WITH THE PLANS ANC SPECIFICATIONS, PERFORM INSPECTIONS BEFORE CONCEALING WORK WITH FOLLOWON ACTIVITIES (BACKFILL CONCRETE POUR, ETC), 1,3 SITE MAINTENANCE AND PROTECTION: A PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE CONTRACT, B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITES THAT ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. C. KEEP SITE FREE OF ALL PONDING WATER. D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING AGENCY AND EPA REQUIREMENTS. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. 2.1 SUITABLE MATERIAL-SUITABLEEEMATERIALAREUSEDFORGRADINGANDBACKFILL.SUITABLE MATERIALS ARE ON SITE SOILS REMOVED FROM EXCAVATIONS THAT EXCLUDE FROZEN SOIL, ROOTS OR ORGANIC MATERIAL DEBRIS, TRASH, REFUSE, OR PARTICLES SIZE GREATER THAN 3•INCH. SUITABLE SOILS HAVE MOISTURE CONTENTS THAT ALLOW THEM TO BE COMPACTED TO THE SAME DENSITY AS THE NATIVE SOILS. 2,1 UNSUITABLE MATERIAL- SOILS THAT ARE FROZEN, CONTAIN ROOTS OR ORGANIC MATERIAL DEBRIS, TRASH, REFUSE, OR PARTICLES SIZES GREATER THAN RICH. SOILS THAT ARE TOO WET OR TOO DRY TO BE COMPACTED TO THE SANE DENSITY AS THE NATIVE SOILS ARE UNSUITABLE. 1.3 GRANULAR BACKFILL- SHALL MEET THE FOLLOWING GRADATION SIEVE SIZE TOTAL PERCENT PASSING 1112INCH (37.5 NMI 100 NO. 44.75MMI 30 TV 60 NO 260 (0.07S MMI 3 TO 1S 2.4 GRANULARBEDOING- WELL.GRADEDSANDMEETINGTHEGRADATIONREQUIREMENTOF ASTM C 33 FINE AGGREGATE. 2.5 CONTROLLED LOW STRENGTH MATERIAL (CLSM)- A SELF LEVELING AND SELF COMPACTING CEMENTITIOUS MATERIAL COMPOSED OF SAND, COARSE AGGREGATE, CEMENT, FLY ASH, WATER AND ADMIXTURES. CLSM SHALL BE EXCAVATABLE AND SHALL HAVE A DESIGNED UNCONFINED COMPRESSIVE STRENGTH OF BETWEEN 50 TO IDS PSI. 2.6 BACKFILL-PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL, GRANULAR BEDDING, GRANULAR BACKFILL OR CLSM, 27 TOPSOIL - SOIL WITH AN ORGANIC CONTENT SUFFICIENT TO ALLOW VEGETATIVE GROWTH. PART I. EXECUTION 3,1 GENERAL: A BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT CONTROL MEASURES, THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES. B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK, CONDUCT UTILITY LOCATE IN ACCORDANCE WITH THE ONECALL NOTIFICATION C. CLEAR AND GRUB THE AREA WITHIN THE UNITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON DR PROTRUDING THROUGH THE SURFACE OF THE SITE AREA TO BE CLEARED. D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES, AND REMOVE TO A DEPTH OF 11INCH ES ALL ROOTS AND OTHER DEBRIS THEREBY EXPOSED. E REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MEETS THE DEFINITION OF TOPSOIL, AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE MATERIALS, SUFFICIENT TOPSOIL MAY BE STOCKPILED ON SITE FOR USE DURING FINAL SITE GRADING, F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL. G. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED, H. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED ANDIOR TRENCHED TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION, NOTIFY THE CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPUSHMENT OF THE WORK AS INDICATED ON THE DRAWINGS. F. EXISTING UTTUIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILMES OCCUPIED BY THE SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL, ALL EXCESS OWNER OR OTHERS; EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFFSITE IN,A LEGAL MANNER. THEN ONLY AFTER ACCEPTABLE TEMPORARY UTIUTY SERVICES HAVE BEEN PROVIDED. G. PROVIDE A MINIMUM 40 HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE, H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST FROST, IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED. J. DURING EXCAVATION, THE CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. 32 BACKFILL: A. AS 500N AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST4N•PLACE CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE, B. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL BE REMOVED AND THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MATERIALS. C, DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL, D. PLACE BACKFILL MATERIAL OR SELECT GRANULAR BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN 6•INCHES LOOSE THICKNESS AND COMPACT TO THE SAME DENSITY AS NATIVE SOIL. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4INCHES IN LOOSE DEPTH AND COMPACTED. E. WHENEVER TESTWG INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER, THE CONTRACTOR SHALL TAKE WHATEVERAPPROPRIATE ACTION IS NECESSARY, SUCH AS DRYING, ADDING WATER, OR INCREASING THE COMPACTWE EFFORT TO MEET THE COMPACTION REQUIREMENTS. 3.3 TRENCH EXCAVATION: A, UTILITY TRENCHES SHALL BE EXCAVATED TO THE UNESAND GRADES SHOWN ONTHE DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. B. EXTEND THE TRENCH MOTH A MINIMUM OF 6INCHES BEYOND THE OUTSIDE EDGE OF THE OUTERMOST CONDUIT, C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDTTONS ARE ENCOUNTERED, EXCAVATE THE REWIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE REQUIRED ELEVATION, THEN BACKFILL WITH 12" OF GRANULAR BEDDING MATERIAL, 3.4 TRENCH BACKFILL A PROVIDE GRANULAR BEDDING MATERIAL OR FLOWABLE FILL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY REQUIREMENTS, B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFIWNG. C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING,BACKFILL AND COMPACT TRENCH BEFORE ACCEPTANCE TESTING, D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 3INCH UNCOMPACTED LIFTS UNTIL 121NCHES OVER THE CONDUITS. SOURLY RAM AND TAMP BACKFILL INTO SPACE AROUND CONDUITS, E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING, F, ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL MATERIAL IN 64NCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. G, COMPACT FINAL TRENCH BACKFILL TOAwan EQUAL TOORGREATER THAN THAT OFTNE EXISTING UNDISTURBED MATERAL IMMEDIATELY ADJACENT TO THE TRENCH 3.5 FINISH GRADING: A, PERFORM ALL GRADING TO PROW POSITIVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. GRADING SHALL BE COMPATIBLE CH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE MATERIALS, C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED D TO THEIR ORIGINAL CONDITION. 3.6 ASPHALT PAVING ROAD: WASHINGTON STANDARD SPECIFICATION DIVISION 5• WSDOT PAVEMENT EED 05101E Cky of Tukwila SU1LDING DIVISION A. CONTRACTOR RESPONSIBLE FOR RESIRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISE SPECIFIED. RECEIVED CITY OF TUKWILA JAN 0 9 2019 PERMIT CENTER JlMCbNlfy / america ELECTRIFYAMERICALL6, 1009EDMUNO HALEYDRIVE SUITE EN RESTON, VIRGIROA MI91 BLACK & VEATCH 6100 W 1150ST,d4F1E 229E OVERLAND PARK,KS66211 1911117F2000 PROJECINO: DRAWN BY: KAP CHECKED BY: NMB WWI 0SUERFOR CONSTRUCfgR DATE DESCRIPTION ITISAVIPIANOFLAWFORANYPE3SON,UNLESS THEY ARE AC11N0 UNDER THE DRECNON OF A LESSEDROFESSIONALENGIPEERMAITERTHIS MOMENT, WA200201 TUKWILA TARGET T0621 301 STRANDER BLVD TUKWILA, WA 98188 SKEET TIE GENERAL NOTES 2 SHEET NUI6EA GN.2 ELECTRICAL NOTES ELECTRICAL NOTES CONT. 1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANYIALL ELECTRICAL WORK INDICATED. ANYIALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANYIALL APPUCABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORN, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH ANYIALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF, THE CONDITION OF EXISTING ELECTRICAL EQUIP„ LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FORA COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION AND SHALL INCLUDE BUT NOT BE LIMITED TO: A, UL • UNDERWRITERS LABORATORIES B. NEC • NATIONAL ELECTRICAL CODE C. NEMA • NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA • OCCUPATIONAL SAFETY AND HEALTH ACT E. SBC • STANDARD BUILDING CODE F, NFPA • NATIONAL FIRE PROTECTION ASSOCIATION 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT, BUT CONFIRM WITH CONSTRUCTION MANAGER' ANY SIZES AND LOCATIONS WHEN NEEDED. S. EXISTING SERVICES: THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 6, THE CONTRACTOR SHALL PAY FOR ANYIALL PERMITS, FEES, INSPECTIONS AND TESTING, THE CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING THE EQUIPMENT, 1. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL 6. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANYIALL REQUIREMENTS SUCH AS THE: LLIG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC, ANYIALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK, 9. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTMTY COPPER OR ALUMINUM WITH TYPE (THWN•2( INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS. 10. ALL (THWN•2) WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, 11. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WETIDAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 12. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FORA COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. CONTRACTOR 15 TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS OTHERWISE DIRECTED. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION, 15. CONTRACTOR SHALL GUARANTEE ANYIALL MATERIALS AND WORK FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED VATHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. IT, ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANYIALL PROPERTY DAMAGE FOR THE DURATION OF WORK, 18, PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WARES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19, TRENCHING AND BACKFILL: THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT ANDIOR CABLES INCLUDING EXCAVATION AND BACKFILUNG AND COMPACTION, REFER TO GENERAL SITE WORK NOTES. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON 111E LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF THE NEC, NEMA AND IEEE 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANYIALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATRON, 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY•DUTY, QUICKMAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. aS. ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS'NOALOX" BY IDEAL INDUSTRIAL INC., COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM & COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED • NO SUBSTITUTIONS. 26, ALL EXTERIOR ANO INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED OTHERWISE ALL BURIED CONDUITS SHALL BE SCH 10 PVC UNLESS SPECIFIED OTHERWISE, 21. RACEWAYS: CONDUR SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2 • 191, THE CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS • 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 3 FT. RADIUS, RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL•6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS W'ITH'BRITE ZINC' OR 'GOLD BALM, 26. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST•ON CONNECTORS FOR N0.10 AWG AND SMALLER, USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO.8 AWG AND LARGER 30. THE CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12' BELOW GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTION TAPE TO READ "CASON BURIED ELECTRIC", 31, WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS 31. ALL BOLTS SHALL BE STAINLESS STEEL 33. ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BE NEW AND UNUSED. GROUNDING NOTES 1, All HARDWARE SHALL BE STAINLESS STEEL 1/6" DIAMETER OR LARGER. ALL HARDWARE 164 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES W'RH AN ANTIOXIDANT COMPOUND BEFORE MATING. 2, FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTIOXIDANT COMPOUND BEFORE MATING, 3, ENSURE THE WIRE INSULATION TERMINATION IS WITHIN I/O' OF THE BARREL (NO SHINERS). 4. ALL BELOW GRADE BONDS TO BE EXOTHERMIC WELDS OR IRREVERSIBLE COMPRESSION TYPE CONNECTIONS LISTED FOR USE IN THE APPLICATION WHICH THEY ARE INSTALLED, QED FO` PLIAiNCE WITH NFPA TO • NEC fEB051019 CNy of Tukwila ILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 91019 PERMIT CE VTER 4velectrify america ELECTRIFY AMERICA LTC. MOO EDMUND PALLEY ORM SUTE2W RESTOH*GPM 2E191 BLACK & VEATCH RNWI15051, SU RMt OVERLAND PARK, KS 64111 01114A.TAI PROJECT NO: 197479 DRAWN BY: CHECKED BY: MID 914419 I99LFD FOR CDNS1RUC11ON REV DATE DESCRIPTION N ISAWOATItlN OE LAWPARANYPEAWN, UNESS THEY ARE ACTING UNDER THE WRECTWN OF A UCENSPD PROPEUNd4AL ENCNMER TO ALTER TNS WPM WA200201 TUKWILA TARGET TO627 301 STRANDER BLVD TUKWILA, WA 98188 SHEET IRE GENERAL NOTES 3 SHEETMIMBER GN•3 NOTE 1. TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY SPECIFICATION. ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED AT THE DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL, EXISTING ELECTRIC — -_ I ) w_ r BOX TYP • iw 0310 °l2 EXISTING IRRIGATION \ Flw °ly CONTROL VALVE (TYP)- --SS ---SS .— 1� zl�' .2L7 EXISTING FIBER OPTIC 2 —2.2. MANHOLE (TYPI EXISTINGWALL(TYPI TARGET 11 / LI 71 r EXISTING j PROPERTY LINE EXISTING SANITARY MANHOLE jTYPI EXISTING FIBER OPTIC PEDESTAL ISS -- ss -- i ,I EXISTING FIRE .'10 HYDRANT (TYP) EXISTING WATER JJLVALVE(TYP) I I I IIII yl I I cc �. SS —G„r EXISTING SANITARY CLEANOUT(TYR) \ STRANDER BLVD --- -ss II11 I SEEENLARGEDSITE PLANSHEETC•3 J\ E PROPOSED STORM �, DRAIN FILTER EXISTING PARKING 'F 1 LINE(TYP) 1 IIi' - I g 1 101EXISTING I JF ( 1 111 TREE (TYP) U II I I I I I I !' I & 1 INLET (TYP) EXISTING UNDERGROUND EXISTING STORM / 1 ELECTRIC LINE (TYP) EXISTING UNDERGROUND TI STORM LINE (TYP) EXISTING CONTOUR ; 1 UI I f I of III j\ I I IU I V I �„11 I 111 ( h I 1 1 11" 71— �i1 I 'I11 1 I 1I I I' 1 1 1i 1 III EXISTING UNDERGROUND 2-2 WATER LINE jTYPI I I I 1 I III I EXISTING CONCRETE CURB WITH GUTTER ITYPI 7 EXISTING CART 0- CORRAL (TYP) 1 I 1 — j T__* _r__L_ (1 I- I I U I 11 1I I N 11 1I I I , I11III 1 I EXISTING UNDERGROUND SANITARY LINE (TYP) EXISTING UNDERGROUND FIBER OPTIC LINE (TYP) - F EXISTING UNDERGROUND GAS LINE v 22 02- EXISTING TRAFFIC ii `nF `I SIGNAL MAST f 71 �I- EXISTINGTRAFFICSIGNAL d I CONTROL BOX (TYPI I EXISTING , ', SIDEWALK (TYE') -- +: ---'00S 00L — EXISTING LIGHT 1 h POLE (TYP) --' ~- ST — Sr — T — Sr — c —B EXPARI NG KING LOTLT UTH CENTER PLAZA f Tgkwila DIVISION 1111111111111111 lTlijj11i1 jlijlll RECEIVED �111111 ii1,1111hrA \ 1 1 1 CITYOFITUKN'IV �+ II 11 71 1 I 1 1 I I 1 ';; Iljllji7�� l -- I- = ! 11 p�'�I�p�� ggi��nn� I I 1rU7 Gird Y , el y america ELECTRIFY COCA, LLD 2001EONUND HALLEY DRIVE SURE 200 RESTON,VRGINIA22191 11, BLACK & VEATCH 6000 W I I Hh ST, SUITE 2202 OVERLMDPARK, KSSR11 013142000 PROJECT NO: 101110 MAWNDY: KOP ACHECKED BY: NOB O90Li9 ISSUEDFOR CONSTRUCTION REV DAZE DESCRIPTION P W A NOU90N OF LAW FORANY PERSWI, WAESS 2NEYAREACTH ONOERDIE NRECR0R OFA UCEN&0 PROFESSKNAt FNGWEEA, Y0 AITER➢NS OCCUMENT WA200201 TUKWILA TARGET T0621 301 STRANDER BLVD TUKWILA, WA 90188 SHEET TITLE OVERALL SITE PLAN SHEET CARER OVERALL SITE PLAN PERMIT CENTER 2P 10' 0 20' IO C•1 NOTES I TTHE CONT CONTRACTOR LLRETURN UR SIDEWALKS, LANDSCAPITOTPLANTERS, IRRIGATION SYSTEENT OF THE MS, A DANY OMERFACILDIESDISTURBED BYTHE WORK ME OR ER N THAN EXISTED PRIOR HE 2, ALL QUANTITIES USED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING. 3, TRENCHING 15 TO BE USED EXCEPT IN HEAVY TRAFFIC AREAS, MAIN DRIVE AISLES AND ACROSS STORE ENTRANCES, ES —GE— r— UG --- UD UG — V6 — UG UG EXISTING 8%7" TON EXISTING UNDERGROUND FIBER OPTIC LINE XISTING UNDERGROUND _— EX GE -- E3 SANITARY LINE (TYP) UC — —GG--11G - r EXISTING PROPERTY LINE UG — UG — Uc —'UG -- 7 EXISTING UNDERGROUND ELECTRIC LINE ITYPI EXISTING UNDERGROUND GAS LINE i I EXPOLE(TYPIISTING LIGHT — — /r---- EXISTING BUSH (TYP) 4 a 12'A" yV / / / / / / / X // // X y X X /y / / / /y / 7 aEEDEMO REMOVE EXISTING PARNING QUANTITIES TABLE LINE ITYP OF 91 - EXISTING ASPHALT PARKING LOT -- EXISTING PARKING LINE 1TYP) 7 EXISTING CURBITYPI I' ',I r EXISTING / STORM INLET EXISTING IRRIGATN) CONTROL VALVE -- EXISTING SIGN BOARD — EXISTING UNDERGROUND STORM LINE FO OOMPLIk NFPA 70 FEB 051019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 9 20 PERMIT CENTER 10' ,vekstnfy america WAR 24E110415C. 200116114110 BAILEY DRIVE SUITE240 RES10N,VIRGINIA4091 BLACK & VEATCH 6000W11fih A,SV 2101 OVERLAND PARK, KS 66111 0131451.2000 PROJECTf9100 OUYA BY: NNP CNECNEDB IL . - ISSUED FOR CONS1R0CAGY DEVOTION DIRE WA200201 TUKWILA TARGET T0627 301 STRANDER BLVD TUKWILA, WA98188 A $NEEtA7lE DEMOLITION SITE PLAN EEI NUMBER C.2 neon! mfN SITE PLAN 6' 4' T 0 -0' NOTES 1, SOD PLANTED IN THE FALL MUST ESTABLISH RS ROOTS BEFORE THE FIRST WINTER FROST. DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, USE STRAW UNTIL S00 CAN BE INSTALLED. 2, THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, PLANTERS, IRRIGATION SYSTEMS, AND ANY OTHER FACILIIIES DISTURBED BY THE WORK TO THE SAME OR BETTER CONDRION THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. PROJECT AREA STALL COUNT EXISTING STALL COUNT 13 PROPOSED STALL COUNT S APPROVED STALL cow 13 PROPOSED DISPENSER DISPENSER NUMBER 1S0KW CABLE TYPE 1 1 CNADeMOICCS 2 1 CCS 3 1 CCS 4 1 CCS 5 1 CCS SS -- S; — SS — SS — SS — SS SS — SS — S — SS -- SS —.. SS SS — SS --- SS -- SS -- SS — SS EXISTING SANITARY rEXISTING PROPERTY LINE MANHOLE (VP) Luc PROPOSED UTILITY METER MOUNTED ON EXISTING UNDERGROUND H•FRAME FIBER OPTIC LINE PROPOSED UTILI C6 —TRANSFORMER PROPOSED UTILITY BOLLARD (TYP) 16'•T" 7] (FIELDVERIFYI EXISTING 8'. (TYP) pp) EXISTING UNDERGROUND SANTARY LINE PRO OSED CONCRETE CURB - 39'•6" — — ED . SEE ENLARGED PROPOSED EQUIPMENT LAYOUT SHEET C.4 -SS — SS — SS -- SS — SS — SS - -SS $SS —SS —SS- - LD — CG — - E@ — UG—UG—UG—UG—UG—UG—UG—UG—UGa - p.6" 2' (TYP) L= 74" (TYP) 154' EXISTING ASPHALT PARKING LOT -- \ PROPOSED BUSH (TYP) PROPOSED DISPENSER (TYP) 10'•0" (TYPOF6) PROPOSED PEDESTRIAN LIGHT POLE (TYP) EXISTING UNDERGROUND j ELECTRIC LINE (TYP) EXISTING r EXISTING t UNDERGROUND / STORM INLET GAS LINE EXISTING LIGHT 2 POLE(TYPI ____ _____ G --- US — UG -- UG bG - - EXISTING / EXISTING UNDERGROUND BUSH (TYP) STORM LINE EXISTING UNDERGROUND SANITARY LINE (TYP) PROPOSEDSTUB OUT FOR FUTURE DISPENSER E•2 — PROPOS DWHEEL STOP (TYP OF 5)) EXISTING IRRIGATION CONTROL VALVE PROPOSED PARKING STRIPE (TYP OF 6) EXISTING SIGN BOARD EXISTING CONTOUR LINE (TYP) /EXISTING PARKING LINE(TYPI EXISTING I CURB(TYP) FEB 0510I9 Clty of Tukwila BUILDING DW I RECENED CITY OF TUKWILA JAN 09 2019 PERMIT CENTER r america ELECTRfYANERICALLC 2001 EDMUND HALLEY DROE SURE MO RESTON, VIRGIHIA 10191 BLACK & VEATCH 66011'1115Ih 51 , SUITE 2192 MOUND PART, KS 66211 1912145410W PROJEO1 N0: 191429 DRAWN EY: CHECKED BY: 01E19 DATE KKP MB ISSUED FOR CONSTRUC19M DESCRFDON rcISAV719110NOF UW FORANY 904099,MKLEBO YHEYAle AC11NOUNOR1MEO OIONOF4 LNENSEOOROFESSIONALEIGNEER,TO# lERTHR MUER WA200201 TUKWILA TARGET T062T 301 STRANDER BLVD TUKWILA, WA 98188 5NEE1ttNE ENLARGED SITE PLAN SHEET NUMBER ENLARGED SITE PLAN 6' 4' Y 0 S' 1e A16`-1'4' C.3 BOARD© SWITC CONCRETEPADa OWERUNITMuy POWERUNIT ASSEMBLY ® (TYPOF5) 'd� m _ _ ,� I�I 1 L iNl — 1 r INCOMING 1 0 0 II ." 1 ,xr' _•tt_�-...__�__1_-. FFELEV:16.20' ",, 0 II 11 i r 41 1 I Iw j II \ i L /111 1 \ /\ // aro. 4�• 0 f II 0 0 / t 0 vi V /R\ / \ /\ a 1 II 1 lI I 1( /II 2" f I lV I) II I II III --- mP) ; UI I PROPOSED NEYSAFE PRO S7 (PROWDED BY CONTRACTORI —' PROPOSEDGFCI RECEPTACLE IN WEATHERPROOF ENCLOSURE IL 1 VIED FO PLIANCE WITH NFPA10•NEC FEB 051019 Clty of Tukwila BUILDING DIVISION RECEIVED II CITY OF TUKWILA JAN 0 91019 PERPIT CENTER ,electrify america ELECTRIFY AMERICA, LLC. 2001 EDMUNO HALLEY ORNE 9UI1F 100 RESTON, V T01110191 BLACK & VEATCH ROW IISM ST, SUITE 1191 OYERUND PARK, KS Kill (911)1SS1050 PROJECT KO: 191490 DRAWN BY: KKP CIMCNFA BY: NMI 51152119 ISSUED FOR CONSTRUCRON DATE DESCRIPOON P WA WOlA1IM9OF LAWFORANYPERSON.ON1ESS TOW ACTING 2429919E MAiIO ON OF A LICENSED PROFESSIWl01EIWINEER YOALIERTAW 1)0CU1MNf. WA200201 TUKWILA TARGET T0627 301 STRANDER BLVD TUKWILA, WA 99166 SNEETTITLE ENLARGED PROPOSED EQUIPMENT LAYOUT SNEE1 NWBER ENLARGED PROPOSED EQUIPMENT LAYOUT IY S' 0 MCSIum• SM`•1'0 C•4 EXISTING LIGHT POLE ITYP) EXISTING PROPOSED TREE TREE (TYP) EXISTING BUSH (TYP) EXISTING ASPHALT tuir PROPOSED UTILITY TRANSFORMER rr PROPOSED UTILITY BOLLARD PROPOSED UTILITY METER MOUNTED ON H•FRAME PROPOSED LIGHT POLE o4444=4ncl PROPOSED CONCRETE CURB (TYP) PROPOSED CONCRETE PAD PROPOSED DISPENSER PROPOSED BUSHY) EXISTING 4 CONCRETE CURB (TYP) PROPOSED WHEELQ STOP (TYP) VIE D FO QOMPA7 CE• NECTn fEB D51019 Clty of Tukwila @UILDING DIVISION RECEIVED CITY OFTUKWILA JAN 0 9 2019 PERMIT CENTER J8lectrify amenca ELECTRIFY AMERICA, L16. 7007 EDMUND VALLEY DENS SURE TOO RESTON, 11RGMI 70191 BLACK & VEATCH 6600 W 1ISIN ST, SUITS 1291 OVERLAND PARK, KS ESTII 117141000 PROJECT 140: 197479 DRAWN BY: KKP CHECKED BY: NMB DI191'19 ISSUED TOR CONSYRUCDON REV DATE DESCRIPTION PISAVIOLATIONOFI FORANYPEMNUNLESS TNEY ANE AC11NG UNDER THE DIWCTON OF A LICENSEIMFESMONALENCNNEEI TOALTERTNM OOCUMENY. WA200201 TUKWILA TARGET T0627 301 STRANDER BLVD TUKWILA, WA 98188 SHEET TITLE SITE ELEVATION SHEETNLMBER SITE ELEVATION 6' M T 0 S 10' A16°.1'T C.5 NOTES 1. THE UTILITY DESIGN DETAILS SUMMARIZED ON THIS SHEET ARE FOR PROPERTY OWNER REVIEW, THE CONTRACTOR SHALL REFERENCE THE UTILITY DESIGN PACKAGE jUDPI, PROVIDED WITH THE "ISSUE/FOR CONSTRUCTION" DRAWINGS FOR BIDDING. THE CONTRACTOR SHALL INSTALL THE UTILITY RELATED SCOPE OF WORK PER UTILITY CONSTRUCTION SPECIFICATION REQUIREMENTS. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK AND TERMINATION OF SERVICE CONDUCTORS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER AT TIME OF PRE•CONSTRUCJON MEETING TO ENSURE ACCURACY OF INSTALLATIONS. TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY SPECIFICATION, ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED AT THE DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL. UTILITY SERVICE LATERAL LENGTHS UTILITY LINEAR 'ESTIMATED TRANSFORMER LENGTH (FT) LENGTH (FIT TO SERVICE EQUIPMENT 4 26 TOTAL LENGTH OF WIRE PER CONDUIT 1D4 NUMBER OF WIRE FILLED CONDUITS 6 TOTAL LENGTH OF WIRE= 624 (SEE SHEET E•S FOR PRE CONFIGURATION) TOTAL LENGTH OF WIRE = 4 WIRES PER CONDUIT N ESTIMATED LENGTH E NUMBER OF FILLED CONDUITS 17)PROPOSED I" UNDERGROUND SERVICE LATERAL CONDUITS, FROM TRANSFORMER TO SERVICE EQUIPMENT SWITCHBOARD (2) PRIMARY 4"CONDUITS FROM PROPOSED ELECTRIC BOX TO PROPOSED UTILITY TRANSFORMER PROPOSED TRANSFORMER CLEARANCE PLAN A•A SCALE: NO SCALE PROPOSED UTTUTY METER MOUNTED ON H•PRAME (Q PROPOSED 1112" RG5 METERING PROPOSED UTILITY CONDUIT PROPOSED SWITCHBOARD ASSEMBLY L PROPOSED XXXKVA UTILITY TRANSFORMER 2771420V, 22, 4W ON 8'0"WN841.44'"2"D CONCRETE VAULT PROPOSED UTILITY BOLLARD PENDING UTILITY DESIGN SS A, 11� III I J j 1 TARGET VA r EXISTING PROPERTY LINE EXISTING ELECTRIC BOX — -- — EXISTING FIBER PROPOSED OPTIC PEDESTAL JUNCTION BOX SS --- ss --- Ss -- S ss I(I. I (2) PRIMARY 4" CONDUITS FROM PROPOSED ELECTRIC BOX TO PROPOSED UTILITY 1 \ TRANSFORMER t1`- EXISTING FIRE HYDRANT (TYP( EXISTING WATER VALVE (TYP) 10 SS EXISTING SANITARY MANHOLE (TYPI STRANDER BLVD SS ss 4_ss --)--"_s) ) $ IMO ANN I 7-- — _T---T-- ILL III 1,)11 ..s,55\er I j 1 1 } EXISTING SANITARY CLE S TYP( � , ( PROPOSED STORM DRAIN FILTER ,r I us � �EXISTING PARKING 11 V LINE(TYP( 1 I I I ( EXISTING) I TREE (TYP) -d UE II EXISTING STORM INLET (TYP) I 7 EXISTING UNDERGROUND m j STORM LINE (HP) BUSTING UNDERGROUND WATER LINE (TYPI - EXISTINGONCRETE CURB WITH GUTTER (TYPI �II Iil11 HQ IIIII� 1 N 1 1 1 1 1 1 1 1 11111111u III,II/ 'V 1 ' 111,111 �i111V]� II I I I As=N �I � '1111 IIIIF 4 4 1 I� 1 !I I u UTILITY PLAN EXISTING UNDERGROUND ELECTRIC UNE (TYP) tl SS -M^ 1-1Q 'EXISTING CART CORRAL (TYP( EXISTING UNDERGROUND SANITARY LINE (TYP) - EXISTING UNDERGROUND FIBER OPTIC LINE (TYP) EXISTING UNDERGROUND GAS LINE EXISTING TRAFFIC — SIGNAL MAST EXISTING TRAFFIC SIGNAL CONTROL BOX (TYPI IRRIGATION CONTROL VALVE II EXISTING SIDEWALK(TYP) 7 EXISTING BUSH (TYP( ,% SCUTH CENTER PLAZA DINGDIVISION WL — Sit — IN '— Vk -- , EXISTING LIGHT POLE (TIP) ss —SST —ST --ST —ST -l'•p h✓dLOTLT - CITY OF TUKWIL c 09 $01� fnc , A f ,velectrify america ELECTRIFY AMERICA, LLC. IAOSED in HALLEY DRNE SUITE200 RESTON, 1IRGJNW71I91 BLACK & VEATCH 61100 W I I9m ST, SUITE 219E ONEALANO PARK, NS 66211 1911) 451100 PROSECI la DRAWN BY: CHECOED BY: DATE 191419 NKP ISSUED FOR CONSTRUCTION DESCRIPTION ITISAAOLATMN OF 1AWFORANYPERsoA UNLESS TNEYAAEACKNGUNDERTI gRECriCIVA UCANSEDPAOiESSIONAL ENGu&ERtoALTERtIW MMENT. WA20D201 TUKWILA TARGETT0621 301 STRANDER BLVD TUKWILA, WA 98188 SNEEI TITLE UTILITY PLAN SHEET MUMBER E.1 NOTES 1. CONDUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON PLANS AND ARE ONLY APPROXIMATIONS. THE EXACT LOCATION AND ROUTING PATHS SHALL BE FIELD VERIFIED AND INSTALLED PER JURISDICTIONAL REQUIREMENTS. 2. ALL ELECTRICAL WORN AND RELATED ACTIVITIES PERFORMED ONSITE SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT TIME OF CONSTRUCTION. 3. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORN SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER TO ENSURE ACCURACY OF INSTALLATIONS. 4. REFER TO CONDUIT AND WIRE SCHEDULE ON E.3 FOR CONDUIT AND WIRE REQUIREMENTS. 5. SEE FINAL UTILITY DESIGN PACKAGE NOP) FOR SWITCHBOARD CONDUIT LAYOUT " AC CONDUCTORS:16 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH. "' DC CONDUCTORS: 22 FEET IS ADDED TO THE HORZONTAL RUN LENGTH TO ACCOUNT FOR BURIED DEPTH. 0. SEE NOTES FOR REFERENCE -JC-_VG---UGBG- PROPOSED UTILITY METER MOUNTED ON H•FRAME PROPOSED UTILITY TRANSFORMER --- �ra EXISTING UNDERGROUND FIBER OPTIC LINE -- PROPOSED DISPENSER AROE POST 150 KW NUMBER 2 _0 ®0 - AC AUXILIARY POWER LENGTHS SWITCHBOARD DISPENSER LINEAR LENGTH )FT) "ESTIMATED LENGTH )FT) 1 61 77 1201198V 2 69 85 DISTRIBUTION 3 i9 95 SECTION 4 89 105 S 99 115 h- POWER UNIT LENGTHS POWER UNIT LINEAR LENGTH SWBDTO POWER UNIT "ESTIMATED MTH ®® 29 32 .111 10 26 )SEE SHEET E 3 FOR WIRE CONFIGURATION) EXISTING PROPERTY LANE Gil - LI - LE - LE -Ili - LD' - LT - EDI -.. ED - L - fE --- EE - 2E RG--UG- UG- EE--UG-- UP-Cti- UG- UU--UG-.-UG- UG- UG --uG PROPOSED BUSH )TYP) IE 'D: 1'E ----ftf "NE PROPOSED UNITY 1-PROPOSED BOLLARD CONCRETE CURB APPROXIMATE LOCATION OF PROPOSED CONDUITS STUBBED OUT AND CAPPED BELOW ;, GRADE FOR FUTURE BESS EQUIPMENT PROPOSED DISPENSER)TYP) --FAr. PROPOSED PEDESTRIAN LIGHT POLE 0 0`. ,, 00�, ' 0 0 0 0 0 0 0 4 l y DC CHARGING POST LENGTHS LINEAR 'ESTIMATED POWER UNIT DISPENSER LENGTH ,F?) LENGTH (FT) E 1� 33 0 UT ® lJ 63 B9 )SEE SHEET E3 FOR WIRE CONFIGURATION) EXISTING UNDERGROUND / ELECTRIC LINEITYP) EXISTING j UNDERGROUND GAS LINE v— ——sS—SS— `EXISTING / STORM INLET pI EXISRNGLIGHT tz EXISTING UNDERGROUND POLE .__ _ _STORMLINE ' _ -UG -U f-UG-UG-BG-UG- APPROXIMATE LOCATION OF -S; PROPOSED CONDUITS STUBBED OUT AND CAPPED BELOW GRADE FOR FUTURE DISPENSERS - EXISTING 4 BUSH (TYR) C `PROPOSED WHEEL STOP )TYPI EXISTINGNLRIGATION CONTROL VALVE -- PROPOSED PARKING EXISTING UNDERGROUND SANITARY STRIPE )TYP) LINE RELOCATE AS NECESSARY DURING CONSTRUCTION EXISTING ASPHALT PARKING LOT EXISTING SIGN BOARD EXISTING CURB ITYPI h,. Di Tukwila RECEIVED CITY OF TUKWILA JAN0921L PERMIT CENTER A '_ e_ - f^ amenricacca ELECTRIFY AMER), TLC. m09 EDMUND NALLEY DRIVE SURE 2E RESTON, VIRGNIA 29191 BLACK & VEATCH fi9MWnSMBTSUITE 7192 OVERLANDPARXKS 66211 191111594000 PROJECT NO: 197179 DRAWN BY: CHECXED BY: NHB MONTI ISSUED FOR COMMOTION REY DATE DESCRIPTION MMA VI0IARON OFLAMFDR ANV PERSON,UNLESS 1f 1Y A5E A61110 UIOER IIR PMECT6N OE A UCENSED PROFESSIMML ENGRRER TO ALTER MIS OOCUNENY. WA200201 TURWILA TARGET T0621 301 STRANDER BLVD TUKWILA, WA 98188 S11EEIR1E ELECTRICAL PLAN ELECTRICAL PLAN S 1' Y 0 S 10' B 6`•1'-0` SNEER NUMBER E.2 UTILITY TRANSFORMER, 4801217V, 3$, 4W XXXKVA PROPOSED UTILITY GROUND (PER UTIUTM INCOMING! METERING SECTION #6 SOLID AWG CU GROUNDING ELECTRODE CONDUCTOR PER NEC 250.56 (A) GROUNDING ELECTRODE 5I8"X81" COPPER CLAD GROUND ROD INSTALLATION PER NEC 250.52(45), 250.53 (A) AND 25068 CONCRETE ENCASED ELECTRODE PER NEC 250.52(A 3)(1)0R(2( 2000A GE SWITCHBOARD 211I480V, 3, 4W 65KAIC WITH GROUND FAULT PROTECTION MAIN BREAKER SECTION MANUFACTURER PROVIDED MAIN BONDING JUMPER PER NEC 25011)A) (41,I50.28(C),250.8(A)PI M4 AWG BARE CU GROUNDING ELECTRODE CONDUCTOR PER NEC 250.69( NOTES 1. PROPOSED UTILITY CTS S PTS SHALL BE LOCATED WITHIN THE UTILITY TRANSFORMER AS SHOWN IN THIS DRAWING PACKAGE. 2. 30KVA 480V•1201208V TRANSFORMER AND DISTRIBUTION PANEL ARE INCLUDED AS PART OF THE U.L. LISTED 591 SWITCHBOARD ASSEMBLY. 2111450V DISTRIBUTION SECTION Q a '2000A BUSS" 0 c 0 Q w i50NW POWER UNIT 150KW POWER UNIT #2 ISO KW POWER UNIT POWE UNIT OWER UNIT #5 /0 15MW DISPENSER O ; DISPENSER 150 DOPE 1500 OPENS 15 PE fUTUREj POWER UNIT I I ID /" % (}20 00 00 FUTURE BESS EQUIPMENT IL 1201208V DISTRIBUTION SECTION SEE NOTE 2 XFMR 30KVA \ 480 1201208V PROPOSED GFCI RECEPTACLE PENDING UTILITY DESIGN BTC POWER UNITS AVAILABLE FAULT AVAILABLE FAULT CURRENT BY LOCATION CURRENT PROMDED BY MUD' REACTOR RESULT AFC@ TRANSFORMER (TBDI SSNAORLOWER NO REACTORS REQUIRED AFC @ SWITCHBOARD NA NA AVERAGE AFC @ POWER UNIT (NO REACTOR) NA NA AFC @ POWER UNIT THROUGH REACTOR NA NA °0 0 ) 0/1'/ 06 55 \ •\ i N6 LOAD SUMMARY FLA DTY TOTAL FLA I50KWPOWER UNIT 240 5 1200 30KVA TRANSFORMER 11 1 11 0O VIEWED F0F ,PLIANCE WITH; FPA170•NEC FEB 05100 PROPOS' LIGHTIN — CNy of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 91019 PERMIT CENTER osoaq BTC CONDUIT AND WIRING SCHEDULE FROM TO CONFIGURATION Ot UTIUTYTAANSFORMER PROPOSED SWITCHBOARD (3) 600 MCM AL (THW112)+ (1)600MCMAL(THWN•2(NEUTIN EACH OF (6) 4" CONDUITS+ (II SPARE 4•CONDUIT O PROPOSED SWITCHBOARD PROPOSED POWER UNIT (EV CHARGER) IJISOOMCMALRHWN•1)+ (1(#2INWGCUCOWNTIEGC DUI0PROPOSED SWITCHBOARD FUTURE POWER UNIT (EVCHARGER) I11J^CONDUIT OPROPOSED SWITCHBOARD FUTURE BESS EQUIPMENT (3) 3" CONDUITS + (3)1114"CONDUITS O PROPOSED POWER UNIT (EV CHARGER) PROPOSED DCISOM DISPENSER(POST)DC POWER (2)350MCMAL(XHHW2)1KVr (1)12AWECU(THWN•2)EEC IN EACH OF (2(2112" CONDUITS l°J PROPOSED POWER UNIT(EVCHARGER) PROPOSED DC DISPENSER(POST) COMMUNICATION (1)MULTIMODEFIBER (SIT CONN)+ (1(2CONDUCTOR#16AWG(WISHPAIR) + (Q CAT 6 CABLE IN (1(1112" CONDUIT OT FUTURE POWER UNIT (EV CHARGER) FUTURE DC DISPENSER (POST) DC POWER (2)212"CONDUITS OB FUTURE POWER UNIT (EA CHARGER) FUTURE DC DISPENSER (POST) COMMUNICATION (1(1112"CONDUIT 09 PROPOSED SWITCHBOARD 120/208VSECTION PROPOSED DC DISPENSER (POST) AUXILIARY POWER (1) #10 AM CU )1HW12)+ IQFY0AWGCU(THWN•2)NEUT+ (1)110AWGCU(THWN•2)EEC IN(110M"CONDUIT 10 PROPOSED SWITCHBOARD 120/208VSECTION FUTURE DC DISPENSER (POST) AUXILIARY POWER (1)314"CONDUIT 11 PROPOSED SWITCHBOARD Uw208V SECTION PROPOSED GFCI RECEPTACLE (1)112 AWG CU (1HW21.2)+ (1)112AWGCU(TNWN•IINEUTRAL + (1) N12 AWG CU (THWN•2) EGC N(Q314"CONDUIT 8 PROPOSED SWITCHBOARD 1XEnO8VSECTION PROPOSED LIGHTING EQUIPMENT (1) #12 AWG CU (THWI1.2) r 111#12AWGCU(THWN•2)NEVI + (1)1112AW'GCU(THW11.2)EGC N (1)1114' CONDUIT fvelectrify amenca ELECTRIFY AMERICA LLD, 10N EDMUND HALLEY10145 SUITE 200 RESIOK VIRGINIA20191 BLACK & VEATCH CHOW 1150 S1, SUITE232 OVERLAND PARK KSB6111 51311S&N00 PROJECT No. MITT DRAWN BY: KKP CHECKED BY; NMB 0 01ODI9 ISSUED FOR CON 5TRUCTg11 REV DATE DESCRIPTION ROAVIDLAIONO LAWFORANYPERSON,0&ES9 THEY ARE ACNND UNDER 1NE OIRECNON OF A DCENSEM PROFESSONAMINEER 10 AL15515O DOCUMENT. WA200201 TUKWILA TARGET T0621 301 STRANDER BLVD TUKWILA, WA 98188 SHEET TITLE SINGLE LINE DIAGRAM SHEET NUMBER E•3 AVAILABLE FAULT CURRENT AFC) WILL BE (TBD) UNTIL PROVIDED BY UTILITY TOTAL LOAD =1211A NOTES 1. CONDUITS SHALL BE BURIED BELOW FROST UNE AND IN COMPLIANCE 6WTH LOCAL AND NATIONAL CODE REQUIREMENTS, 2. REFER TO CONDUIT AND WIRE SCHEDULE ONE•3FOR CONDUIT AND WTRE REQUIREMENTS, 3, INSTALL DOTTIE DUCT SEAL COMPOUND PC 6130 (CAT NO. LNDQ (TYP FOR ALL CONDUITS FOR CHARGER CABINETS AND DISPENSERS). 4 REFER TO SHEET E.2 FOR CONDUIT STUB LOCATION 0 0 O . SEE NOTE 2 FOR REFERENCE k PROPOSED 1SOKW DISPENSERRYP) PROPOSED PEDESTRIAN UGHT POST PROPOSED 150KW POWER UNIT (PIP) 0 r PROPOSED POWER DISTRIBUTION CENTER WITHIN SERVICE GEAR 13208V 2TT1480V MAIN DISTRIBUTION OISTRMUNON BREAKER SECTION SECTION SECTION 00 00 INCOMING/ METERING SECTION tkito (1)PROPOSED 11I2'RGS CONDUIT FOR METER PROPOSED UTILITY METER (BY UTILITY) (SEE SHEET E•1 FOR METER LOCATION) PROPOSED UTILITY TRANSFORMER PENDING UTILITY DESIGN 4vy america ELECTRIFY PIAERICA EEC. 2003 EDNUIO HAIIEY DPSE 5UITE240 RESTON, YIRGINL410191 BLACK & VEATCH WOO W I1 S0 ST, SUITE 2792 OVERLAND PARK, KS 66E11 (1I3I431-2G70 PROJECT H0: 197411 DRAWN BY: NNP CHECKED BY; NUB CAR CHARGER CONDUIT ELEVATION NO SCALE A yW W0 Z 4 w UNDISTURBED •x SOIL (RP) HAND TAMPED 1;2" GRANULAR BACKFILI NATIVE SOD EXISTING GRADE ,\ NATIVE BACNFILL CLEAN /\\\ GRANULAR BACKFILL, 6" \� LIFT M06NUM, PLATE TAMP (112'),95% COMPACTION MIN. 1" MIN OF GRANULAR BACNFILL VERTICALLY AND HORIZONTALLY BETWEEN CONDUITS NOTES 1. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH PLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC. 2. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS 0R BETTER, 3, TRENCH DEPTHS ARE REQUIRED TO BE 2'•0' MIN, OR 6' BELOW FROST UNE PER LOCAL JURISDICTION REQUIREMENTS, 4 EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E•I & E•2, EXACT CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONAL REQUIREMENTS. SAW CUT BUSTING PAVEMENT EYJSTING PAVEMENT_/ yW WO DI UNDISTURBED SOIL (TYP( ASPHALT SURFACE ASPHALT BASE EXISTING PAVEMENT FLOWABLE FILL 1' MIN OF FLOWABLE FILL VERTICALLY AND HORIZONTALLY BETWEEN CONDUITS NOTES 1, ASPHALT SHALL COMPLY WITH STANDARD DOT OR LOCAL JURISDICTION SPEC, FOR HMA SURFACE COURSE. 2, ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED, BARRICADED, OR TRENCH PLATED TO INSURE THE SAFETY OF THE GENERAL PUBLIC, 3. TRENCH DEPTHS ARE REQUIRED TO BE 2'41" MIN, OR 6' BELOW FROST UNE PER LOCAL JURISDICTION REQUIREMENTS, 4. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER, S. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET Et & E•2, EXACT CONDUIT PLACEMENT IN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD BASED ON PHYSICAL MEASUREMENTS AND JURISDICTIONAL REQUIREMENTS. City Df Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 9 2019 PERMIT CENTER ISSUED FOR CONSTRUCTION %REV DATE DESCRIPTION ITISAADIATIOVRAWFORANYPERION,KESS THEY ARE ACTING 99DER THE DWEC➢ON W A LICENSED PROE9UONAL ENCUEER TO ALTER TN6 00010. 11A200201 TUKWILA TARGET T062T 301 STRANDER BLVD TUKWILA, WA 98188 54EE1TITLE ELECTRICAL DETAILS SHEET NUMBER TYPICAL NON•UTILTY CONDUIT UNDER SOIL TRENCH DETAIL I NORM B TYPICAL NON•UTILITY CONDUIT UNDER ASPHALT TRENCH DETAIL ND SCALE C DETAIL NOT USED NO Stl1E D E•4 LONG TIME: CURVE: MT PICKUP: 1.00 x In BAND: C2 SHORT TIME: PICKUP: 1.5 x LT BAND: 1 SLOPE: OFF INST; PICKUP: 2,5x1n NOTES 1. FOR SETUP ASSISTANCE SEE SECTION 2 OF THE GE SPECTRA® RMS MOLDED CASE CIRCUIT BREAKER WITH MIROENTELUGUARO TRIP UNIT USER MANUAL: 0EI1.102. LONGTIME: CURVE: I2T PICKUP: 1.00 E In BAND: CO SHORT TIME: PICKUP: IS x LT BAND: 1 SLOPE: OFF INST: PICKUP: 3.5 x In BELT INST: PICKUP: 1.5 xln GF SUM: PICKUP: 0.2 N CT BAND: 2 SLOPE: OFF LONG TIME CURVE: D3! INST PICKUP: xln LONG TIME ICKUP: xln BAND: C2 2000A RELT INST PICKUP: 1.S xln SHORT TIME PICKUP: 1,S 4LT BAND: 1 SLOPE: OFF GF SUM PICKUP: BAND: 2 SLOPE: OFF NOTES 1. FOR SET UP ASSISTANCE SEE SEC110N6OFTHE GEENTELUGUARD'USERMANUAL: DEH•4561. 2, RELT FUNCTIONS AS THE ENERGY REDUCING MAINTENANCE SWITCH. 3. MAIN BREAKER IS 100%N RATED, ENTELUGUARD TU TRIP UNIT DSTATUS OCKOUT PUSH TO RESET 6TP2000020 ENTELLIGUARD TU TRIP UNIT DETAIL NOSCALE NOTE 1, WHEN THE BREAKER IS IN THE OPEN POSITION, AND THE PADLOCK DEVICE IS RAISED AT LEAST 114", THE BREAKER CANNOT BE CLOSED MECHANICALLY OR ELECTRICALLY. THE DEVICE ACCEPTS UP TO TNREE PADLOCKS WITH 114° TO 3r DIAMETER SHANKS. DISCONNECT HANDLE BREAKER COVER SCREW SCREW TM, N0. DESCRIPTION QTY PART NO, 1 PADLOCK, HANDLE 208C3324PI SCREW 2 L10P11010B6 4 SCREW L10P11020B6 DOMPUFANCFFWITH NFPA iO • NEC FEB 0 51019 PADLOCK HANDLE scaof Tukwila RUNG DIVISION RECEIVED CITY OF TUKWILA 01119 PERMIT CENTER electrify f america ELECTRIFY AMERICA, LLC. 2E01 EDMUND HALLEY DRYS SUITE 29O RESTOR, VIRGINA 791SI BLACK & VEATCH 65M IS 1150 ST,SLRTE1242 OVE LAND PARK 456E211 19151QS2000 PROJECT NO. 197479 DRANK BY: CNECSBEY: NNB REY OAEE DESCRPRON G M A NDI A11N1 OF UW FORANY PERSO4 UNLESS THEYAFEACTINOUNOSM ECIRECIONOFA UCENSEO PROFES6n114LENQNEERIOALTERTNR OOCONENT. WA200201 TUKWILA TARGET T0621 301 STRANDER BLVD TUKWILA, WA 98188 SHEET TITLE ELECTRICAL DETAILS D AU. BREAKERS SUPPLIED WITH PADLOCKING PROVISIONS, PADLOCK DEVICE 4 INSTALLATION SHEET DEH4131S MICROENTELLIGUARD TRIP UNIT DETAIL NOSCALE A POWERBREAK•II MAIN BREAKER PADLOCKING DETAIL KO SCALE C SG400 BRANCH BREAKER PADLOCKING DETAIL NOSCALE D SHEETMIMBBI E.5 PROPOSED160KW PROP OSED150KW ((('''PROPOSED 1SOKW PROPOSED 150 KW POWER UNIT DISPENSER(TIP) t POWER UNIT DISPENSER(TYP) MAIN BREAKER SECTION MANUFACTURER•PROWDED MAIN BONDING JUMPER PER NEC 259141A1(412502MC),250AIANII M4 AWG BARE CU GROUNDING ELECTRODE CONDUCTOR PER NEC 250,65(B) CONCRETE ENCASED ELECTRODE PER NEC G-0 250.52(A)13N1)OR(2). GROUNDING ELECTRODE 5161R64"WI12' MIN DEPTH, COPPER CLAD GROUND ROD INSTALLATION PER NEC 250.52(A)(5),250,S3)A),250.68 2111481V DISTRIBUTION SECTION 120VQO8V DISTRIBUTION SECTON GRNDGRNDJ'- ;µGRN 3'UNDERGROUNDCONDUIT 16SOLID AWGCu GROUNDING ELECTRODE CONDUCTOR PER NEC 250.66 (A) 02 AWG COPPER EQUIPMENT GROUNDING CONDUCTOR 110 AWG COPPER EQUIPMENT GROUNDING CONDUCTOR 112 COPPER EQUIPMENT GROUNDING CONDUCTOR PROPOSED 314' UNDERGROUND CONDUIT (2) 21R' UNDERGROUND CONDUIT (TYP) GRND' M2 AWG COPPER EQUIPMENT GROUNDING CONDUCTOR ITYP) GROUNDING SCHEMATIC NO SCALE A Ivelectrgy ' amenca ELECTRIFY AMERICA, LLC. NOD EDMUND HALLEY DRIVE SUITE200 RESTON,VIRGINIA D0191 BLACK & VEATCH 6870 W 1150 ST, SURE 2193 OVERLAND PARK, NS 66211 19131158d000 PROJECTNO: 197479 DRAWN DID ARP CHECKED P. NMB NOTE 1. REBAR BONDED TOGETHER WITH STEEL TIE WIRES OR EXOTHERMIC WELDING SEE P PROPOSED CONCRETE SEE NOTE 1 M4AWGBARE Cu GROUNDING ELECTRODE CONDUCTOR NONMETALLIC PROTECTIVE SLEEVE GRADE 11=M r.rs.rrr.�s.r.,..r.r.rr.�.�.e.r..raa.rsa. ... . \,\\-f vvv v v Y � 4/ /v,v�, / 14) Ivi)yi�/v ///y \/\/\usTEO \ \yj\vi ,� CONNECTION PROPOSED CONCRETE PAD IN DIRECT CONTACT WITH EARTH PROPOSED COMPACTED CLEAN GRAVEL CADWELD CONNECTIONS OR ENGINEER APPROVED EQUAL CABLE TO REBAR TEE CONDEMN NORQOIRA/ CABLE TAP TO VERTICAL REBAR TYPERJ HORIZONTAL SPLICE SPLICE OF HORIZONTAL DALES TYPE SS PARALLEL HORIZONTAL CONDUCTORS PARALLEL PROUD CONNEC110110P HORQONTAICOOLOS TYPE PT BURNDYCONNECTIONS OR ENGINEER APPROVED EQUAL HORIZONTAL STEEL SURFACE TO FLAT STEEL SURFACE OR HORMOWIAL EIRE 719E 119 PARALLEL HORIZONTAL CONDUCTORS PARALLEL DEAD ENO TAP OB MORTAL 11WU CONDUCTOR 119E PC FELD FABRNUIED GREER STRM0IFD I99ULA110 TYPE 2 Al VERTICAL PIPE CABLE DO%AT4S• TO RANGE OF VETWICAI PRE TYPE VS VERTICAL STEEL SURFACE CABLE 000 AT P TO VERTICAL STEEL WAGE INCLUDING WEE TYPE VS COPPER LUGS TYO H OLE. LONG BARREL LENGIN TYPE EAR HORIZONTAL TEE TEEOE HORMO4TMRUN ANO TAP CABLES TYPE TA THROUGH CABLE TO GROUND ROD TRROUON CABLE TO TOP OF GROUND ROD TYPE GT NOTES 1. ALL HARDWARE SHALL BE STAINLESS STEEL UB" DIAMETER OR LARGER. ALL HARDWARE 16.8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTIOXIDANT COMPOUND BEFORE MATING. 2 FOR GROUND BOND TO STEEL DMA: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES 94 TH AN ANTIOXIDANT COMPOUND BEFORE MATING. 3. 2014 NEC 250.121 EXCEPTION: A WIRE•TYPE EQUIPMENT GROUNDING CONDUCTOR INSTALLED IN COMPLUANCE WITH 250.6(A) AND THE APPLICABLE REQUIREMENTS FOR BOTH THE EQUIPMENT GROUNDING CONDUCTOR AND THE GROUNDING ELECTRODE CONDUCTOR IN PARTS 11,111, AND VI OF THIS ARTICLE SHALL BE PERMITTED TO SERVE AS BOTH AN EQUIPMENT GROUNDING CONDUCTOR AND A GROUNDING ELECTRODE CONDUCTOR. VI WED FOFs QOMPLIPINCE WITH NFPA 70 NEC fEB051019 CNy of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 0 9 2019 PERMIT CENTER 0 01W919 ISSUEO FOR CON;TRUCm* REV DATE DESCRPIMN A IS A MOTION OF LAW PCA ANY PEA30N,UNLESS i9MYA1WACDNOUND0NTHEOW101034OPA LICENSED 990FES10N9L ERWNEER 1O OTTER IHM DOCUMENT. WA200201 TUKWILA TARGET TO621 301 STRANDER BLVD TUKWILA, WA 98188 SNEET IRLE GROUNDING DETAILS SHEETNUMBER CONCRETE ENCASED ELECTRODE DETAIL NODULE B CADWELD CONNECTION DETAIL NO SCALE C GROUNDING NOTES NO SCALE D G•1 NOTE 1, FINISHED ELEVATIONS ARE APPROXIMATE, FOR GRADING ISSUES CONTACT ENGINEER OF RECORD, SEE PLAN 31" NOTE NOTES 1, MINIMUM CONCRETE EDGE DISTANCE FOR PROPOSED ANCHORS SHALL BEE', 2. CONTRACTOR TO FIELD VERIFY THE ANCHOR SPACING PER MANUFACTURERO INSTALLATION MENU, (g518"DIA,HILTIKWIKBOLTTZSS3041316 MECHANICAL ANCHORWITHMINIMUM EFFECTIVE EMBFDMENi0F4"OR 1'•10" ENGIHEERAPPROVEDEOUAL,IESRN1911) /11 , ,.y ' J r amenca ELECTRIFY ANERICALLC. 1991 EDMUND VALLEY DRNE NITRES RESTON,VIRGINu16191 i 1. BROADBAND TELCO POWER INCJ BIC _ POWER DC POWER DISPENSER fY _ - . DISPENSERC.L PLAN CAR SIDE 4SBARS @12" PROPOSED O,C.EACH WAY CONCRETE FF ELEV. t6.20' 7 111 1,•6„ ME I17 GRADE ��n BLACK 6BW PT 1150 OVERLAND (SR & VEATCH STAIR PARR, 1,59..M9 RIM NS66111 II ///{ i❑ ❑ EACH WAY TOP AND BOTTOM ITYPI EXPANSION JOINT II @ MAX 1 O" O,01J UNDISTURBED �i i i ice✓ i �! � e . i i 1 �i 1c�� i �� 1 �i �� i^�A / f•1.1.1.IY?1,0! I. NI:k,M.N,�,M,M,I,�,t!.0,1'� WI `Z � ��% \/�� V ��%�� A/dsA ��% )��V�A/V/\ /�iA� A/,,jA/V/12 / // /V//��/�� /��/��/��/��/� /A /��/�/��/ //�/�/�/�� V� �V/�V��/ a �A/A/AA�/A�V//A��/\ �,�/��/\V�/�/ ��\/Aj/V \��jA�j/\j/V�j�//j��V`//� /icy //v/ / T /j / SOIL PROPOSED COMPACTED GRANULAR BACKFILL I Mil L� BO.IS ISOMETRIC VIEW E E PRDPOSED OR EXSTING INSTALLATION FOOTER CURB 3" MIN EXISTING �r EXISTING ASPHALT ! UD1 //GRADE EXISTING r-6-=r=r. GRADE m 1 a ,'. ASPHALT GRADE ' ;\, V Ti �,.•�..•,•CONCRETE ,� 1 �.�5`!�;.Y eerier 1•Fiow oriJi MANNA l FOOTING PROJECT NO: 19A19 DRANK OP PROPOSED 6" THICK FRONT COMPACTED GRAND LAR SIDE RACKFILS(TYPI cEcNEDBr: NNR CONCRETE PAD DETAIL NOSCAU A DISPENSER FOOTING DETAIL NO SCALE B DISPENSER ANCHORAGE AND CONDUIT ENTRY DETAIL NOscuE C rGROUND I LINE 0000 R:114" /\/\/ 6" R"l.112" BATTER I" ON 6' 3'a" NOTES 1. MINIMUM 2, ALL DIMENSIONS CONCRETE EDGE DISTANCE FOR PROPOSED ANC ARE IN INCHES, III 98" DUL HILTI NW MECHANICAL ANCHOR EFFECTNEEMBEDMENT 2.10" ENGINEER APPROVED IE D FO EWITH NFPA 10"NEC fE50 51019 Clty of Tukwila BUILDING DIVISION N BOLT iZ SS kW316 WITH MINIMUM OF4"OR EQUAL, (ESR 419171 D O N o mnv19 ISSUEOEONCONEmuCRON DATE DESCRIPTION d �p 01 /02/2019 EYA,p �pOA�Y Sg�qtP 0 Yti A, r p0 qC R� 4J499e0 �� O1STE4 0 A'4/ �S1ONA1 a TOP VIEW 211 y//��// ��, /// N /�/�/111 V. r��GGG m SLOPE I , - 0 u CONCRETE ■ ll 11 I31 N4 REBAR a 131I" LJl RoAN[ooO1L9 90MANNPERSON, PMLEU IREr ARFArnxcuMSEAMNENRfrn901A INFNSF➢PAINFSMONLLFNfINEERT00.rFRfNS MOW 3111" NOTES 1, BREAKUP AND REMOVE AREA NEAREST JOINT OR SAW CUT. 2. NSTALLFORMS ASNE ESSARYSPOSEOFDEBRISOfFSITE 3, COMPACT DUSTING SUBGRADE 4. POUR CONCRETE USING 3500 EXISTING ADJACENT CURB. S. INSTALL CONTROL JOINTS EVERY 1" TOBEREPANEDIAEPLACEDTOTHE MATERIAL PSI AIR IOLINEAR TDACHIEVE 9S%COMPACTON. ENTRAINED CONCRETE TO MATCH FEET. WA200201 TUHMLA TARGET TO621 301 STRANDER BLVD TUKWILA, VA9B188 ISOMETRIC VIEW B6as 3`6" RECEIVED INSTALLATION FOOTER CITY OFTUKWILA PAD KUITTIE EQUIPMENT DETAILS JAN 0 ^O�J PE 1Gll1 L,41'61 CR e FRONT VIEW SIDE VIEW SHEET NUMBER D.1 STRAIGHT CURB DETAIL NOSGALL D POWER UNIT DETAIL NO SCALE E POWER UNIT ANCHORAGE AND CONDUIT ENTRY DETAIL NO KALE F NOTES SEE NOTE 1 A of Of F w wp 0 0 1SYJ INTO HOLE z p F0 14REBARTIES pf @2"O.C., TOP m 11YPOF3I NOTE 1. LIGHT POLE AND ANCHORAGE BOND TO POLE DESIGNED AND PROVIDED BY OTHERS. GALVANQED STEEL ANCHOR BOLTS (SUPPLIED BY POLE MANUFACTURER) 1"CHAMFER LITHONIA LIGHTING1KAX LEO SIZE 1 LED AREA LUMINAIRE • I L,.,�, �/ / amenca ELECTRFYAMERKA LLD. TrofEOMUNDHAUErDRrvE SURE NO RESTON,MINA 24191 LITHONIAKAX1LED PI40KR3MVOLTRPAPER DNAXO PHOTOCELL: DLl121F1,SJU LITHONALIGHTING ANCHOR BASE POLE 1, SEE FLOOR PLAN IN REFERENCED SWITCHBOARD IIIIIIw ASSEMBLY DRAWINGS FOR 0 0 MOUNTING HOLE LOCATION AND m SWITCHBOARD BAY 0 DIMENSIONS. z 0 TYPICAL BOTTOM VIEW LAYOUT OF (Q SWITCHBOARD BAY, SEE NOTE 1 RS5154•5BDMI9ASDNAXO 1, SEE ELEVATION IN REFERENCED m ° SWITCHBOARDFORASSEMBLYA m� CHANNELDRAWINGS FORBASE DIMENSION, M8"DIAMOUNTINGHOLES OFFSET 3" FROM SIDES (1YP) 7. MINIMUMS"CONCRETE EDGE DISTANCE FRONT OF SWITCHBOARD BAY REQUIRED FOR PROPOSED BOTTOM VIEW 3000PSI MINIMUM ANCHORAGE, PROPOSED SWITCHBOARD ASSEMBLY CABINET • �I ..t' i CONCRETE RUBBED FINISH GRADE "III'��. ABOVE GRADE i J � I�\'OUT LII 1114SCHEDULE40PVCINS OF BASES f ARE COPPER GROUND N4 BWIRE STUBBED UP =HROUGHBASE18' BLACK 61999 w 1151L DNERUMDPARx,Ks66:u 19111458ID90 & VEATCH ST, sun 1 HIE 2,94 HEAVY DUTY NUT BELLEVILLE WASHER 25' MA!II1' 8" �I BASE CHANNEL , < BOND14COPPER GROUND WAETO REBAR N4HOOPS @fi'O,C, • • a a r 0 z w W z i ' I� M 111'DIAHAS•R316SS THREADED ROD NILTFRE 500 V3 EPDXY, WITH MINIMUM EFFECTIVE EMBEDMENT OF 4", OR ENGINEER APPROVED EQUAL (ESR M1911) (TYP OF 16) •� t M PLI lam•" "" FGB�Jl�I9 COOITukwila BUILDING DMSION ..... 'f O 6N6VERTICALBAR PROPOSED CONCRETE SLAB SECTION 1 PFOJECTNO: 191470 DRAM BY: OKR 14" CHECKED BY: MOB DRILLED PIER SECTION SWITCHBOARD ANCHORAGE DETAIL NO KALE A PEDESTRIAN LIGHT POLE BASE DETAIL NYJSCALE B PEDESTRIAN LIGHT FIXTURE DETAIL NO SCALE C NOTE 1, PREFABRICATED CONCRETE PARKING BARRIERS, WHERE USED, SHALL BE A MINIMUM OF 9 INCHES WIDE, S INCHES HIGH, AND 6 FEET LONG. PREFABRICATED BARRIERS MUST BE FIRMLY AND PERMANENTLY ANCHORED A MINIMUM OF 12INCHES BELOW THE PAVEMENT WITHGALVANIZED ANCHOR PINS. SA NR 2,25 4,50' STANDALONE CUSTOMER PROVIDED TUV INSTRUMENT NOTE 1, GENERIC LOADING: V=11SMPH, EXPC,KR=OBS,Ss:O739, CONDUIT, METER MAX WIND AREA =540SQIN. METER CAN BASED ON UTILITY SPECIFICAIIONS UNISTRUT MUST BE ABLE TO ADJUST UP RATED 11 METER CANON UNISTRUT SUPPORT SITE CLASS-D,S1,.1,64,(1)1.14" RECEIVED CITY OF TUKWILA 019 J N 01%19 ISSUED FOR CONSTROCIIN REM ' DATE DECEITS 40�oTYA hN�J Ad O D A ?O 43489 Q WWa A� PO2Si8R$ fSJONALL�G 01/07/2019 AND DOWN (TYP) SEE CAR CHARGER CONDUIT ELEVATION DETAIL FOR CONDUIT 0000NDCOUNT PVC CONDUIT FOR METER CAN GROUND WIRE ATTACHED TO �• I� 050 who a z y a PER��11T CEi TER DRNEN GROUND ROD P10WTUNISTRUTNTH 21n' �Ilil� STD PIPE HOLT (TYPI 4 5 A MC AMI Cf LANON ANY PERSOM ONIESS NE AGE AC MG09oER ECMC OAafA ucENSE°Pa°rEssoNuaeiNEEnr°ururNu oovMEa i 3 E3REBAR TO,C, I) N LE 11F!"STD PIPE 2.88"OA, GRADE 1111 WA206261 TUKWILA TARGETT0621 301 STRANDER BLVD TUKVALA,WA981BB 4.S" 2"COVER(TN) ANCHORAGE CONCRETE FoOTINGRYP) =I 1 jElli j I ll mim �)_, (B)NSREBAR hTi �� IIa'' EVENLY SPACED AROUND II ll a" • DIAMETER �j II 11 SHEET nTLE EQUIPMENT DETAILS 13REBARAT 12" SPACING SECTION 7"IT�I 14' DIAMETER SEE NUMBER D.1 TYPICAL PARKING BARRIER (WHEEL STOP) DETAIL NO SCALE D DETAIL NOT USED MO SCALP E STANDALONE METER CAN UNISTRUT SUPPORT NO SCE F TREE PLANTING NOTES 1, SITUATE ROOT BALL SO THAT TOP OF ROOT BALL IS 2" ABOVE FINISHED GRADE. 2. SCARIFY SIDES AND BOTTOM OF TREE PIT. 3, BACKFILL TREE PIT WITH EXISTING SOIL AND WATER UNTIL NO MORE WATER IS ABSORBED. 4. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 5. INSTALL A MIN 4'-0" DIAMETER MULCH RING AT A MIN, DEPTH OF 3" FOR TREES IN LAWN AREA 6. TREES NEED TO BE STAKED ONLY WHEN EXTREME WIND MAKES SUCH SUPPORT NECESSARY. IF STAKING IS NECESSARY CONTACT THIS OFFICE AND A DETAIL WILL BE PROVIDED, ROPES AT TOP OF ROOT BALL SHALL BE CUT, REMOVE TOP 113 OF BURLAP, ALL NON•BIODEGRADABLE MATERIAL SHALL BE COMPLETELY REMOVED COMPACT SUBSOIL TO FORM 6" PEDESTAL TO PREVENT SETTLING FINISHED GRADE MINIS° SLOPE ON SIDES OF TREE PIT MULCH TO A DEPTH OF 3" (KEEP MULCH 6" AWAY FROM TREE TRUNK) GENERAL NOTE 1. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY, AND MORE FREQUENTLY DURING TIMES OF EXTREME HEAT, FOR THE DURATION OF THE FIRST GROWING SEASON. PLANT SCHEDULE CODE BOTANICAL NAME COMMON NAME QIN SZEIAT CONSTRUCTION) SPACING SPECIFICATIONS (AT FULL SIZE) TREES THUJAOCCIDENTAL SMARAGD' EMERALD GREEN ARBORVITAE 13 B'•10'TALL 4'•0" 15FTTALL 3-0FTWIDE SHRUBS BUXUSSEMPERVIRENS COMMON BOXWOOD 18 �SGAL FULL,WELL•FORMED 3'•0"•S4'O.C. 2'-0.3'•0"TALL 3'•0"WIDE GROUND COVER OTHER BACKFILL WITH EXISTING SOIL (IN SOME INSTANCES LAWN WILL BE PLANTED OVER THIS AREA) 3 TIMES ROOT BALL DIAMETER TREE PLANTING DETAIL 2'•8" 0.C. I(1P) tT PROPOSED TREE ITYP OF 13) 0,C, SHRUB PLANTING NOTES 1. PLANT SO THAT TOP OF ROOT BALL IS 1" ABOVE FINISHED GRADE. 2. SCARIFY SIDES AND BOTTOM OF PIT, 3, BACKFILL WITH SPECIFIED PLANTING SOIL MIXTURE, HAND TAMPED TO REMOVE VOIDS. WATER UNTIL NO MORE WATER IS ABSORBED, BREAKUP ENCIRCLING ROOTS FROM CONTAINER STOCK OR REMOVE TOP 113 OF BURLAP FROM B&B STOCK THOROUGHLY MIX IN PLANTING SOIL MIXTURE AMENDMENTS TO A DEPTH OF B" THROUGH OUT BED MIN 45° SLOPE ON SIDES OF SHRUB PIT \ -- UC UC UC — UC — GC — UC — UC — US _ US _ JC — 60 — UC -- //\ ;TIMES ROOT BALL DIAMETER SHRUB PLANTING DETAIL MULCH TO A DEPTH OF 3' )KEEP MULCH 4" AWAY FROM BASE OF PLANT) FINISHED GRADE COMPACT SUBSOIL TO /' FORM 6° PEDESTAL TO PREVENT SETTLING 0, 1'80.C. (3.6, PROPOSED BUSH 1-0 O.C.._ (TYP) ITYPOFIB) a ED F0r 00PLIANCE WITK NFPA 70 • NEC 05B19 CNy of Tukwila DUILDING DIVISION ECEiVED OF TUKWILA AN 0 91Q19 PE MIT CEYTER 3v electrify f amenca ELECTRIFY AM ERICA, LLC. 7103EDRUND HALLEY DRIVE SUITE 20O RSSTON, VIRGINIA 19111 BLACK & VEATCH 6860w11S0ST, 5UI1E2192 OVERLAND PARK, A5 66211 19131 ASSM00 PROJECT NO: 197419 DRAWN EY: KSP CIECNED BY; NMS 01U1n9 ISSUED FOR CONSTRUCDON REV DATE DESCRIPTION P IS A VIOLATION OF LAW FORANY P5SCN, UNESS THEYAREACTIVE ONOFRTh'E DIRECTION CFA UCENSEOPROFESS ONAIENCINEEA,70ALTERTNIS DOCUMENT. WA200201 TUKWILA TARGET T062T 301 STRANDER BLVD TUKWILA, WA 98188 SHEET IDLE LANDSCAPING PLAN DETAILS & PLANT SCHEDULE SHEET NUMBER LANDSCAPING PLAN 6' 4' 0 0 5' 1U LS•1 GRAPHIC SCE (wall 1 iq1= 10R 100EN0 0 SRO FED ® mon PER 0 SWN0 0A9Nai. 0 TKO 2WL Dada 906 $ SOF 0.0110 - 1100 SMu3 VC O STORM 90 (6EC1M90 © 0010000'0 Roe ova91 LS A. re SA* 04 T SGP Q SOD CONIPW YAWS —n._-. SOO Si 0100010 ® WATER OR - — P ON UN ( M0) S 80 row PttEN* _ w _.-_ Os Mt 00004) 4 UV POif —aa — WOO N4 (1110000 99 LOX N% —we — MASS LSE 010000 ® mom Yw9102 OWE 01 MST J/ ///N5102102RE TM, 00ffiN➢/e SE* SOOF ROE Nw0 STRINDER BO0 EYARD RIN ,t6' — — — — (SO' PCBf0C AOI) f I�' It w e Sy L!3' `� m KiESS Ip P'LSSI&lY 6U01 ESS is'A Foie 2691' 01(N06):225Y6 ROCS APC WON OEUA AXLE 36Z7'09' AFt 261304005 ONNER' TAXES C0RP01110; 25,20' INN046EA 1.15' ASPK1 PROPERIY DESCRIPTION: l01 1 Of LOT OS WL514EA7 NUMBER 96-6-ENA TM POND, REC0RO0 UNDER .WPIPTS 031 NO. 6901140141, BENC A PO9IICN N 1IE SOU11051 OW,OER OF MQ 00E41 001ARIER OF SECOON 26-23-04 SUBJECT IO: A9 ;EEO P.ECUAOED USES AVOWS ME Set 60975, PEA MO SAVORY 10,00 DISO. ENDED 10901 n' 21, 1989 AS C211900W 0 9902210996 IN 10 RECORDS 7E 10 COUN1e, MORN. SCHEDULE 82 EXCEPTIONS: Gem No. 1. OPEQAIGN NO EASE0201 AGREEl0:h7 lo(oory 21, 1989 MOMENT NO, 8902E11002 *CREW 9E1401: Oohs Nudes Corporal's ad 5-H-6sdiel-Nam. y -ARECTS SUFN'EY AREA ONeKT IN NAR9E 2. 1.01190 AM1IUS201 89-6-1U Eky O, MS DOCIAIEN1 NO. 99050826E9 CRA410t S-N-Bendel-Romney C¢N192: moire Nudes Comao0on -10E5 N0141EE7 002 AREA 3, EAS0IU1124 ON[00GRONO EIFCTRIC S0SIF4 wuy 08, 1909 OCU& NO.. 60140104 001116SL mpmn tmmm a9amba GRwrte 0001e •ARI:C1S SLIM AREA SON VON. 0451 NT FOR 10(7011RVe14 00140 ANTh Orioter 31, WAR NO Hodes 6RWffi1 City of Ws* -CM SUMS 902 SI ON RoON. 5. 1MASIU 1A00E1 STORE N0. T-0627 Noy 23, 2002 BOON: 152 PAGE. PUT -uPSCTS SUST AREA SHOWN *EON. Noe nal Sea OM as delmmised roe-nnry slate Ass ad an NOTES; �fEB 051019 Choy of Tukwila 51J UDIN6 DIVISION 1. This ism tap 7ra9k mos. fie is not a boundary sway and 6 loft 6derde4 to 0N:i Uwse Npag�hC ler'Jrte or Smut shown, Ind party goes shown are record bee sly and arc shown for gmp0ooi terser 0ny. 2. Any undargmund agala9 Sown hove been lasted Irons fldd may information. lie surveyor makes no guarantee that the underground utiltio sham oompitt WI outs uulNes b 0e ors, Sher N mkt or abandoned. The w,eyx further does not Imrtant Thal we undosound utilities shorn ore in the soot location Indicated although he does certify NI they are Io10d a a^walelly as posii09 from the information om abk. Puck 0Cdy Neale spot woe mode 09/12/16. This sue was hated by dastard RF methods. 3. FEREAU. URGENCY INSAGE0N1 SOWS, stoning Flood Simons Rote Nap, 2Nap Nurc0r 53033059F effective dots lily 16, 1995, Sisk tie panel of land Is booted M Zone A (Nes of minimal flood hoot) 4. This soon does sl csolule o We larch by @A and Snrying, Is. to Stria omeMlp or eminent, of rusk For au Somalis ,ry960g easements, NOhs of way and Gus d rax9, Clore land Sons.% Is. relied upon o Search Reisa, source 6/ Pacts¢ Capsule 6 0 Bowes wiln m, wren umber al 922100042. doted Seplmdv 25, 2018. 5. Elesluos ere bona s NA2 99 dotom. O. BCN(N2(: PN Nm9 N /sphall oe ehowo. Deo*, 25.51. (NASD N). 1. BASS s 81090 Berms are RAW to Thou Mown upon The Pat of Ld lie Pdjusiment Na. 86-9-8U luknb Pad, wading to the mop or p9W Mewl, sanded as Anfnae File No. 99012/P241 of Ole O1Raki Puwk Rests of 0n9 Canty, Wae4ington, 9 sided P6lite weir-c0Adse. 6. nema wart for rice awry era c0rykled s Rpmrder 24 7919. 4. Pa sag name and Is parcel dolt shown hereon are Mud upon The P scoriae mailable A the original date of this was. Swot ownership and ton purcel data Sold be verified is sassy. 10. 1b1s site le emd 111C-1(Tulwla Span Cater Pond OS SA) per City owl Tukwila Plonn09 Department biding Seth*, Front N/A Sde: 5, Poor. 5' No toning information sowdd by he SSe1. 2s4 SSW Mown Won are the intersects of the emsr. For canfrcdgn of soot sof/ design min and setback kca0ms, Olen, total 0 CIS 011okr0o Ploor'rg and 2dnaq Destmem al (206)431-3670, RECEIVED CITY QF T1)K NiLA6 SURVEYOR'S STATEl2ENT: JAN 0 9 2019 On the Oasis al n6 knowledge, iolssko oho bed I a b sale oak anise 6,m this Sowing was prepared under my Seel ese'vsay Slam i ol, axe. gl socking ea the Stole al aidMal No na,+hssw,F exact to the Sol S n7 knowledge and Sief: v Thu ;Sterne) 6 oeNws o sooty nor a guarantee, either spew] or Sped, Tool a. Nssn Wmhinpoo Pmlenioel band Seel" No 1928I Fs andw beM6 M CIA Vol Snsyiy, he. ASPNAU FOR REFERENCE ONLY IMO 2 N0 0 m NOTES 1. WORK I STAGING AREA TO BE CONFIRMED AT PRE•CONSTRUCTION SITE MEETING AND SURROUNDED BY TEMPORARY FENCE DURING CONSTRUCTION. t. POSSIBLE LOCATION FOR TEMPORARY DRIVE AISLE CLOSURE DURING CONSTRUCTION, 3. CONTRACTOR TO PROVE TEMPORARY SIGNS TO DIRECT TRAFFIC FLOW. 4. SHORT TERM FENCING TO BE PROVIDED OUTSIDE OF TEMPORARY FENCE FOR ANY OPEN TRENCHES LEFT OVER NIGHT OR UNATTENDED. LEGEND WORK I STAGING AREA DRIVE AISLE CLOSURE UTILITY LINE TO BE BORED 77 UTILITY LINE TO BE TRENCHED ENO URO SHADE CLOTH BY HENDEE ENTERPRISES, INC. (OR EQUAL)TEL:1.800.231.12T5 (FASTEN TO INTERIOR SIDE OF FENCE. DO NOT FASTEN TO BOTTOM RAIL OF FENCE.) NO. 9 GAGE, 0.148" 3 0.00", FINISHED SIZE GALVANIZED STEEL WIRES.2" MESH, TOP AND BOTTOM SELVAGES TWISTED AND BARBED CONFORMING TO ASTM A392, A491, F660, OR F573 TOP RAIL 1.66 IN 00, 2.17 LBIFT GALVANIZED STEEL PIPE (TYP) POST 1.90 IN 00, 2,70 LBOT GALVANIZED STEEL PIPE (TYP) ASPHALT %�iMiRrit f� �� PAVING G \ )ini ✓ .i ni \/,,Wnii'�M 8' 0" ITYPI PROVIDE WEIGHTED TEMPORARY FENCE ANCHORS FROM START TRAFFIC, PRODUCT CODE 11150 0R ENGINEER APPROVED EQUAL TEL: (BBB) 607.9683 TEMPORARY FENCE DETAIL NOscAL1 z— •W 05 'la IS —ZfWSS F,U NiN XfD TARGET 1 —Ss) (i1 \I 1 � •` III sa --ss �c , EXISTING SANITARY �i'�I CLEANOUTITYP) \ '��'IJ EXISTING '' / BUSH (TYP) f,I 4 III EXISTING STORM INLET (TY E') EXISTING UNDERGROUND STORM LINE (TIP) — ,N EXISTING UNDERGROUND WATER UNE (TYP) 1 II I EXISTING CONCRETE CURB WITH GUTTER (TYP) RY EXISTING PROPERTY LINE EXISTING ELECTRIC BOX ITYPI —_ __ — EXISTING FIBER SS -- OPTIC PEDESTAL -,.1 EXISTING SANITARY MANHOLE (TYP) STRANDER BLVD — SS —SS -- 514 SS -- 94 kla, e'1114 I a`L 117/ ,eI 1 3 (fI 1 1 I I PROPOSED STORM U£ DRAIN FILTER -EXISTINGPARKING �1 in LINE (TYP) q!. EXISTING UNDERGROUND ELECTRIC LINE (TYP) 1 1a� ili, I� EXISTING UNDERGROUND _ SANITARY LINE (10P) EXISTING UNDERGROUND FIBER OPTIC LINE ITYPI EXISTING UNDERGROUND GAS LINE `). EXJS11NGTRAFFIC ss SIGNAL MAST - EXISTING TRAFFIC SIGNAL CONTROL BOX InP) IRRIGATION CONTROL VALVE EXISTING 4 SIDEWALK[11'PI- wL--1L—wL-1n—�—Y� EXISTING CART CORRAL (TYP) IEXISTING LIGHT. POLE (TYP) E ST —ST —ST I IIIH In' I I ilI EXISTING ASPHALT PARKING LOT —r I SOUTH CENTER PLAZA amenca ELECTRIFYMERICAL1D 24 EDMUND HALLEY DANE SUITE/00 RESTON, VIRGIN14M191 BLACK & VEATCH 6800 W I I Sth ST, SUITE 2192 OVERLAND PAEANS 66211 M314%1000 PROJECT NO: 191479 DRAWN BY: NKP CHECKED BY: NNB 01911119 bSOED FORCONSTRUCTKN DATE DESCRIPTION RECEIVED CITY OF TUK'iVILF JAN092019 PERMIT (,L;Ni ER WA200201 TUKWILA TARGET TO621 301 STRANDER BLVD TUKWILA, WA 98188 SNEE111TIE STAGING PLAN SHEET NUIBER FOR REFERENCE ONLY (4ERMIT COORD COPY) PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: EL19-0031. DATE: 1/09/19 PROJECT NAME: ELECTRIFY AMERICA SITE ADDRESS: 301 STRANDER BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Al? Building Division Fire Prevention Public Works Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 1/15/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 2/12/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire LJ Ping PW Staff Initials: 12/18/2013 CABIN CREEK ELECTRIC LLC Home Espaiiol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Page 1 of 2 A-Z IIL4QX elp Workplace Rigtis Trades & Licensing Owner or tradesperson Principals NIEBUHR, BRADLEY A, PARTNER/MEMBER NIEBUHR, BRADLEY A, AGENT Doing business as CABIN CREEK ELECTRIC LLC WA UBI No, 602 518 435 409 N Pine Street ELLENSBURG, WA 98926 509-968-5444 KITTITAS County Business type Limited Liability Company Governing persons BRAD NIEBUHR BRADLEY ALLEN NIEBUHR; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Electrical Contractor License specialties GENERAL License no. CABINCE9540Z Effective — expiration 09/09/2005— 09/19/2019 Designated administrator NIEBUHR, BRA ...... A License type Electrical Administrator Bond American States Insurance Co Bond account no. 325219585 Received by L&I 05/15/2012 Savings No savings accounts during the previous 6 year period. License Violations Infraction no. EULMD00655 Issue date 10/18/2017 Active. Meets current requirements. Active. Meets current requirements. License no. NIEBUB*952KP $4,000.00 Effective date 04/20/2012 Expiration date Until Canceled Satisfied RCW/VVAC 19.28.101 RCW Help us improve 1 i •TDT-4(VI G 1 Q 42 1C-0 AUT-Mr...GO (17.9,C A NAT.= S/17P)1114 CABIN CREEK ELECTRIC LLC Violation city ELLENSBURG Type of violation ELECTRICAL CITATION Description Failing to make corrections within fifteen days of notification by the department. Where an extension has been requested and granted, this penalty applies to corrections not completed within the extended time period. Violation amount $250.00 Infraction no. EULMD00656 Satisfied ... Issue date RCWANAC 10/18/2017 19.28.010 RCW Violation city Violation amount ELLENSBURG $500.00 Type of violation ELECTRICAL CITATION Description Failure of the electrical contractor to ensure installation, maintenance, or repair of wires and equipment that convey electrical current are in strict conformity with the statute, rules, and approved methods of construction for safety to life and property.(Non-conforming installation - Serious Violation.) (Installing an electrical installation not in compliance with Chapter 19.28 RCW.) Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workerscomp premiums. L&I Account ID Account is current. 148,448-00. Doing business as CABIN CREEK ELECTRIC Estimated workers reported Quarter 1 of Year 2019 "7 to 10 Workers" L&I account contact Ti / NICHOLE CAROW (360)902-5634 - Email: CANI235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 Washington State Dept. of Labor a. Industries. Use of this site is subject to the laws of the state of Washington. Help us improve littnc•//cprlirp lni IMP anvivprifv/Tletail acrw9T TRI=119S 1 R415,471- TC=-C A RINCF9S4A7R1S A W= S/1 7/2fl1