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HomeMy WebLinkAboutPermit EL14-0394 - AT&T MOBILITY - 50K GENERATORAT&T MOBILITY 15700 NELSON PL EL1 4-0394 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: 0005800029 ELECTRICAL PERMIT Permit Number: EL14-0394 Address: 15700 NELSON PL 1 Issue Date: 6/4/2014 Permit Expires On: 12/1/2014 Project Name: AT&T MOBILITY Owner: Name: WILTON LP Address: 18515 134TH ST NE , MONROE, WA, 98272 Contact Person: Name: PHILLIP KITZE Phone: (425) 420-5189 Address: GENERAL DYNAMICS 1000 124 AVE NE STE 200, BELLEVUE, WA, 98005 Contractor: Name: KAIGE ELECTRICAL SOLUTIONS LLC Address: PO BOX 311, OLALLA, WA, 98359 License No: KAIGEES950B7 Lender: Name: Address: Phone: (253) 857-9360 Expiration Date: DESCRIPTION OF WORK: INSTALL NEW 50K GENERATOR AT EXISTING TELECOMM FACILITY Valuation of single family: $0.00 Valuation of mf/comm: $5,000.00 Type of Work: GENERATOR Fees Collected: $238.42 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: Permit Center Authorized Signature: 2012 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 2012 2012 2012 Date: 66 Ny//-2" 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: 141 L Date: C- `f� l `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 TU1, :LA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Electrical Permit No. AI 7- 1`-T? Project No. Date Application Accepted: OV.Asl��i Date Application Expires: /0/g-'// (For office use only) ELECTRICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. RECEIVED D Applications will not be accepted through the mail or by fax. **Please Print** APR 25 2014 SITE LOCATION • COMMUIVI 1 r nFvpi_olitteizto King Co Assessor's Tax No • CCOSEs©—COZ:7 Site Address: SZOt j`JE1_' *J fj_p__RA>A Tenant Name: AT IF T hol�l L-lTY PROPERTY OWNER , Name: uo tokj 4 CCIr riA1,3 4,4, eJ't trJT Address: - osi t'%/kiISOIJ AvE, u Ire City: 14:144 yea k State: 1j Y Zip: IU 1?3 CONTACT PERSON — person receiving all project communication Name: riri'lt-bl p K.tT7..L G, aJtV-ih, DYN Addresskr— 6 12411-4 AtVtJut; LiL> SU l 1tt. City: P2e2-1 VU State: \V A Zip: 9 eCO Phone: Fax: • 4zC).51E5.5 Email: 1'u-1L-L 1 i= K. it-a:fp 4 AT. 4-cll../ Suite Number: Floor: New Tenant: ❑ Yes X.. No ELECTRICAL CONTRACTOR INFORMATION Company Name: Address: rU 136>o l t City: GL1sLt L,Ak. State: WA .Zip: 963r;) Phone: 2� z5.5. :). Fax: Contr Reg No.: Exp Date: Tukwila Business License No.;p.-161-flui '‘ Valuation of Project (contractor's bid price): $ Q Z> Scope of Work (please provide detailed information): iJS TAL.L. Ne/ ,O k A Et.)&12..4<1'O1-. A:r Will service be altered? ❑ Yes :1 No Type of Use: Type of work: 0 New Addition ❑ Service Change ❑ Remodel ❑ Tenant Improvement ❑ Low Voltage Generator ❑ Fire Alarm Telecommunication ❑ Temporary Service Adding more than 50 amps? ❑ Yes No New 1 A11C.k UP. 4,hNEr-ArTb1L Property Served by: Puget Sound Energy ❑ Seattle City Light H:\Applications\Forms-Applications On Line\2014 Applications\Electrical Permit Application Revised 1-I-14.docx Revised: July 2013 bh Page 1 of 2 RESIDENTIAL NEW RESIDENTIAL SERVICE ❑ New single family dwellings (including an attached garage) ❑ Garages, pools, spas and outbuildings ❑ Low voltage systems (alarm, furnace thermostat) $152.85 $81.90 ea $59.85 ea RESIDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration $81.90 (no added/altered circuits) ❑ Service change with added/altered circuits $81.90 number of added circuits $11.55 ea ❑ Circuits added/altered without service change $54.60 (up to 5 circuits) ❑ Circuits added/altered without service change $54.60 (6 or more circuits) $7.65 ea ❑ Meter/mast repair $68.25 ❑ Low voltage systems $59.85 (alarm, furnace thermostat) MULTI -FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) $65.00 ❑ Temporary service (generator) $80.90 ❑ Manufactured/mobile home service $86.25 (excluding garage or outbuilding) ❑ Carnivals $80.60 Number of concessions $10.80 ea Each ride and generator truck $10.80 ea ***EFFECTIVE JANUARY 1, 2014 EACH PERMIT WILL BE ASSESSED A 5% TECHNOLOGY FEE*** PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR ELECTRICAL CONTRACTOR: S ignature���c Print Name: r141 L—L. I P IK 1 TZzs/ W Lc Mailing Address: lfX%n 12.4T14 AN/6 (Ja ZOOrset. LP.\ Ue • d A 4JeloO Date: 4•24- 14 Day Telephone: 42-5.420. SI$'D City State Zip H:'Applications,Forms-Applications On Line \2014 ApplicationsElectrical Permit Application Revised I-I-14.docx Revised: July 2013 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $497.38 EL14-0394 Address: 15700 NELSON PL 1 Apn: 0005800029 $238.42 ELECTRICAL $229.25 PLAN CHECK FEE R000.345.832.00.00 $45.85 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 $183.40 TECHNOLOGY FEE $9.17 TECHNOLOGY FEE R000.322.900.04.00 $9.17 M14-0092 Address: 15700 NELSON PL 1 Apn: 0005800029 $258.96 MECHANICAL $249.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $166.70 PLAN CHECK FEE R000.322.102.00.00 $49.80 TECHNOLOGY FEE $9.96 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1919 R000.322.900.04.00 $9.96 $497.38 Date Paid: Friday, April 25, 2014 Paid By: CHRISTOPHER HERMAN Pay Method: CREDIT CARD 020668 Printed: Friday, April 25, 2014 9:04 AM 1 of 1 CR SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: At f r 114u ri Type of Inspection: Ay Address: l /5 oo Iifi-5z I 1 rt. Date Called: _iti. Special Instructions: Date Wanted: 7/f,r- a:m: Requester: tlh I el _ } Phone No: 2 S 2S ( cfc,ct 3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: r'` /ram, !/ Date: 7/15 1 I/ I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: EL14-0394 PROJECT NAME: AT&T MOBILITY SITE ADDRESS: 15700 NELSON PL DATE: 04/25/2014 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 6.1'1'• Buil`ding Division Public Works n Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 04/29/14 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/27/14 Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 KAIGE ELECTRICAL SOLUTIONS T T,C Page 1 of 2 41111114 Washington State Department of Labor & Industries KAIGE ELECTRICAL SOLUTIONS LLC Owner or tradesperson BURGER, MATTHEW S Principals BURGER, MATTHEW S, PARTNER/MEMBER Doing business as KAIGE ELECTRICAL SOLUTIONS LLC WA UBI No. 602 456 387 PO BOX 311 OLALLA, WA 98359 253-857-9360 KITSAP County Business type Limited Liability Company License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Electrical Contractor License specialties GENERAL License no. KAIGEES950B7 Effective — expiration 02/01/2005— 02/01/2015 Designated administrator BURGER, MATTHEW License type Electrical Administrator Bond GREAT AMER INS CO OF NY Bond account no. 7902865500009 Active. Meets current requirements. Active. Meets current requirements. License no. BURGEM*960MF $4,000.00 Received by L&l Effective date 01/27/2005 02/01/2005 Insurance No insurance accounts during the previous 6 year period. Savings No savings accounts during the previous 6 year period. License Violations Infraction no. EREYT00329 Violation date Satisfied RCW/WAC https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602456387&LIC=KAIGEES950B7&SAW= 06/04/2014 DIRECTIONS TO SITE CORPORATE DR N 11 • CORPORAT DR S L::. _MINKLER„ BBLVD It:—__ rf.lr UPLAND DR Park`way •Plaza MIDLAr4D DR Ever reen eaithcare Tenant upport j.R.U4..N.019.R SAXON DR © 2010 DeLorme (www.delorme.com) TOPO NORTH AMERICATM �� III■.__III Illlii��Mt 11111//1 •i i IIIIII11��ill itSekkkik .SG.3 kkkSe.%..uW.kkI1+.T4...i1,.i.17..JL...An.11n.J[..JL.r.A..kk .A..lL...R.wR..A.wA..R.kk..N..A..MkkkwAnk.sI..JLkkkSe.A...3C.kk.Ji...M.JIek.Ae.4..Aw.A..A..JI.JLr..N...Ji kkkikk SOUTH CENTER SITE ID# SSO5 FA# 10097911 15700 NELSON SOUTH ROAD, TUKWILA, WA 98188 LEGAL DESCRIPTION MEADER I-IENRY D-C #46 LOT 1 OF CITY OF TUKWILA SHORT PLAT NO q1-10-22 RECORDING NO 9211101676 SAID SHORT PLAT DAF-POR OF HENRY MEADER D C NO 46 IN SECTION 24-23-04 DAF-BEG SW • CORNER OF SECTION 24TH S 87-48-34 E 1110.8S FT TO MONUMENTED C/L, OF STATE ROAD 2-M WEST VALLEY ROAD TH N 07-42-44 W 587.30 FT TH N 87-08-00 E ALG C/L OF S 158TH ST 519.25 FT ELY MARGIN OF PUGET SOUND POWER it LIGHT CD R/W TH N 01-21-41 W 18.08 FT TO POB TH N 87-15-22 E ALG NLY MGN OF S 158TH ST 217-98 FT TO WO' MGN OF CHICAGO-MILWAUKEE * ST PAUL RR R/W TH,N 03-34-46 E ' 273.59 FT TH S 87-15-22 W 152.17 FT TO PUGET SOUND POWER e1: LIGHT ND R/W TH SLY ALG ELY MGN OF SAID R/W 272 FT MORE OFR LESS TO POB. APPLICABLE CODES ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES: INCLUDING BUT NOT LIMITED TO: 2.413 IBC 42964} (STATE BUILDING CODE, MAC CHAPTER 51-50) STRUCTURAL CODE MECHANICAL CODE ELECTRICAL CODE IMG 2009 (STATE BUILDING CODE, MAC CHAPTER 51-52) NEC 2006 CLAWS, RULES $ REG. FOR INSTALLING EL. WIRES ✓1: EQUIP. /(WAC) 296-4613] FIRE/LIFE SAFETY CODE IFC 2009 (STATE BUILDING CODE, MAC CHAPTER 51-54 ENERGY CODE 200q WASHINGTON STATE ENERGY CODE (STATE BUILDING CODE, WAG CHAPTER 51-11) Mil.111111111111, PROJECT DESCRIPTION: INSTALLATION OF NEW 50K BACKUP DIESEL GENERATOR TO BE LOCATED INSIDE EXISTING FENCE COMPOUND. PROJECT WILL NOT RESULT IN ANY SIGNIFICANT -AND DISTURBANCE OR STORM WATER DRAINAGE ISSUES. NO SANITARY SEWER, POTABLE WATER OR TRASH DISPOSAL REQUIRED. ACCESSIBLE ACCESS IS NOT REQUIRED PROJECT DESCRIPTION SITE NAME SOUTH CENTER SITE NUMBER SITE ADDRESS • 15700 NELSON SOUTH ROAD, TUKWILA, WA 98188 IIIII 111111 iitfn1=iNNW MCMXCVII JURISDICTION AT&T PROJECT MANAGER KEVIN FOY 425-288-5525 GENERAL DYNAMICS LEAD JOHN PURNELL 425-420-9394 000580-0027 CURRENT ZONNING: EXISTING USE: TELECOMMUNICATIONS FACILITY LATITUDE (NAD 83): 47.461944 OWNER UNION SITE MANAGEMENT 340 MADISON AVE, SUITE 12F NEW YORK, NY 10173 ARCHITECTS MITCHELL J. ARCHITECTURE 4883 RONSON COURT, SUITE N SAN DIEGO, GA 92111 TEL: (858) 650-3130 FAX: (858) 650-3140 CONTACT : ART BROWN (PROJECT MANAGER) APPLICANT AT$T MOBILITY TYPE OF CONSTRUCTION: TYPE OF OCCUPANCY: NEW USE: TELECOMMUNICATIONS FACILITY LONGITUDE (NAD 83): -122.242778 PROJECT DATA AT&T PM INITIALS: NE MANAGER INITIALS: IIIII •ti mit CONSTRUCTION INITIALS: SITE ACQUISITION INITIALS: imur ■�■ CLIENT APPROVALS @IIIIIIi._ME IIIII„ME iimu_•i MCMXCVII IIIIII MN��Ilil 111111ll1M�� IIIII KM1 04-02-13 04-05-13 05-29-13 REVIEWED FOR COMPLIANCE WITH NFPA70-NEC t1AYY :14 2014 City of. u ila BUILDING ! VISION FILE C`' r� Permit No. t Plan review approval is subject to errors and omissions. Apr of construction documents does not authorize violation of any adopted code or ordinance. Receipt A rf approved Fisk! Copy and conditions is acknowledged: BY Date: 6-.,14- City Of Tititwila BUILDING DIVISION RECEIVED' CITY OF TUKWILA t,?R252014 PERMIT CENTER Dace PRELIM. CD FINAL CD BP Comments 04-02-13 ELM•---01`-\ Fir`" Drawn By LS Checked By AB scale AS SHOWN SHEET LIST TABLE SHEET SHEET TITLE REV DATE G-001 TITLE SHEET PROJECT INFORMATION $ VICINITY MAP 0 04-02-13 G-002 GENERAL NOTES 0 04-02-13 C-101 OVERALL SITE PLAN 0 04-02-13 E-10I ENLARGED ELECTRICAL SITE PLAN 0 04-02-13 E-501 ELECTRICAL $ GROUNDING DETAILS 0 04-02-13 E-502 PANEL WIRING DIAGRAM 0 04-02-13 E-503 ELECTRICAL WIRING DIAGRAM 0 04-02-13 E-504 ELECTRICAL WIRING DIAGRAM 0 04-02-13 D-501 FOUNDATION $ EQUIPMENT DETAIL 0 04-02-13 SEPARATE PERMIT REQUIRED FOR: t,Mechanica! 0 Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may Include additional plan review fees. SHEET INDEX 1. THE GENERAL SUBCONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION PRACTICES. 2. IT IS THE INTENTION OF THESE DRAWINGS TO SHOW THE COMPLETED INSTALLATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING, TIES, FORM WORK ETC. IN ACCORDANCE WITH ALL. NATIONAL, STATE AND LOCAL. ORDINANCES TO SAFELY EXECUTE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 3. THE SUBCONTRACTOR SHALL USE ADEQUATE NUMBER OF SI<ILLED WORKMAN WH0 ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND NH0 ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHOD NEEDED FOR PROPER PERFORMANCE OF THE WORK. 4. CONSTRUCTION SUBCONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION SUBCONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION SUBCONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. 5. SITE GROUNDING SHALL COMPLY WITH ATST MOBILITY WIRELESS SERVICES TECHNICAL SPECIFICATIONS FOR FACILITY GROUNDING FOR CELL SITE STANDARDS, LATEST EDITION, AND COMPLY WITH AT$T MOBILITY. TOWERS GROUNDING CNECI<LIST, LATEST VERSION. WHEN NATIONAL AND LOCAL. GROUNDING CODES ARE MORE STRINGENT, THEY SHALL GOVERN. 6. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO FOUNDATION INSTALLATION. IF FAA LIGHTING AND MARKING IS PRESENT ON SITE AND IS POWERED BY ELECTRICAL SERVICE THAT IS TO BE INTERRUPTED, IT IS THE SUBCONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE NECESSARY LIGHTS AND NOTIFY THE PROPER AUTHORITIES IN THE EVENT OF A PROBLEM. 7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES OR ORDINANCES. THE MOST STRINGENT CODE WILL APPLY IN THE CASE OF DISCREPANCIES OR DIFFERENCES IN THE CODE REQUIREMENTS. B. ANY DAMAGE TO THE ADJACENT PROPERTIES WILL BE CORRECTED AT THE SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE LANDOWNER AND THE ENGINEER.. 9. THE COMPLETE BID PACKAGE INCLUDES THESE CONSTRUCTION DRAWINGS ALONG WITH THE SPECIFICATIONS. SUBCONTRACTOR IS RESPONSIBLE .FOR REVIEW OF TOTAL BID PACKAGE PRIOR TO BID SUBMITTAL. 10. SUBCONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. 11. THE SUBCONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES. SILT AND EROSION CONTROL SHALL BE MAINTAINED ON THE DOWNSTREAM SIDE OF THE SITE AT ALL TIMES. ANY DAMAGE TO ADJACENT PROPERTIES WILL BE CORRECTED AT THE SUBCONTRACTOR'S EXPENSE. 12. PERMITS: THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES, ETC. 13. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DRAWING WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. 14. THE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE GROUND STRUCTURES AND/OR EXISTING UTILITIES BELIEVED TO BE IN THE WORKING AREA. IT IS THE RESPONSIBILITY OF THE SUBCONTRACTOR TO VERIFY ALL UTILITIES, PIPELINES AND OTHER STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. THE SUBCONTRACTOR SHALL CONTACT IN LOCAL UTILITY BEFORE DIGGING OR DRILLING. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND ENGINEER AT THE SUBCONTRACTOR'S EXPENSE. 15. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 16. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED BY THE CONSTRUCTION OPERATION. 17. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. IB. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM DRAWINGS PROVIDED BY THE SITE OWNER. SUBCONTRACTOR SHALL NOTIFY WITH MOBILITY OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PRECEDING WITH CONSTRUCTION. A. GENERAL 1. COORDINATE LOCATION AND PROPER REQUIREMENTS OF ALL EQUIPMENT WITH AT$T MOBILITY AND EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. 2. COORDINATE LOCATION AND REQUIREMENTS FOR ELECTRICAL SERVICE WITH THE PROPERTY REPRESENTATIVE, ATItT MOBILITY AND UTILITY COMPANIES. ROUTING OF CONDUITS MAY BE MODIFIED TO MEET SITE REQUIREMENTS. EXACT CONDUIT ROUTING TO BE DETERMINED IN THE FIELD. 9. ALL WIRING AND EQUIPMENT SHOWN ON ELECTRICAL SHEETS SHALL BE FURNISHED AND INSTALLED UNDER ELECTRICAL PORTION OF CONTRACT UNLESS OTHERWISE NOTED. 4. UNINTERRUPTED ELECTRICAL SERVICE FOR EXISTING EQUIPMENT SHALL BE MAINTAINED DURING THE INSTALLATION OF THE WORK DESCRIBED UNDER THESE DOCUMENTS. TEMPORARY EQUIPMENT, CABLES AND WHATEVER ELSE IS NECESSARY SHALL BE PROVIDED AS REQUIRED TO MAINTAIN ELECTRICAL SERVICE. TEMPORARY SERVICE FACILITIES, IF REQUIRED AT ANY TIME, SHALL NOT BE DISCONNECTED OR REMOVED UNTIL NEW SERVICE EQUIPMENT IS IN PROPER OPERATION. IF ANY SERVICE OR SYSTEM MUST BE INTERRUPTED, THE CONTRACTOR SHALL REQUEST PERMISSION IN WRITING STATING THE DATE, TIME, ETC. THE SERVICE WILL BE INTERRUPTED AND THE AREAS AFFECTED. THIS REQUEST SHALL BE MADE IN SUFFICIENT TIME FOR PROPER ARRANGEMENTS TO BE MADE. WRITTEN PERMISSION SHALL BE OBTAINED FROM THE OWNER BEFORE INTERRUPTING ELECTRICAL SERVICE. 5. COORDINATE NEW WORK WITH OTHER TRADES AND VERIFY EXISTING CONDITIONS TO AVOID INTERFERENCE. IN CASE OF INTERFERENCE, AT*T MOBILITY'S REPRESENTATIVE WILL DECIDE WHICH WORK IS TO BE RELOCATED, REGARDLESS OF WHICH WAS FIRST INSTALLED. 6. THE INSTALLATION MUST COMPLY WITH NEC AND ALL FEDERAL, STATE AND LOCAL RULES AND REGULATIONS. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE DEFINED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS AND RACEWAY ROUTING SHALL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR DIRECTIONS FROM AT$T MOBILITY'S REPRESENTATIVE. B. CONTRACTOR SHALL PAY ALL PERMITS AND FEES REQUIRED. ALL MATERIALS SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE STANDARDS REFERENCED BELOW: A. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) B. ASTM (AMERICAN SOCIETY FOR TESTING MATERIALS) G. ETL (ELECTRICAL TESTING LABORATORY) D. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) E. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS) F. NBFU (NATIONAL BOARD OF FIRE UNDERWRITERS) G. NESC (NATIONAL ELECTRICAL SAFETY CODE) H. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) I. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) J. UL (UNDERWRITERS LABORATORY) 10. CONTRACTOR SHALL REVIEW PLANS, DETAILS AND SPECIFICATIONS IN DETAIL AND ADJUST WORK TO CONFIRM WITH ACTUAL SITE CONDITIONS SO THAT ELECTRICAL DEVICES AND EQUIPMENT WILL BE PROPERLY LOCATED AND READILY ACCESSIBLE. QUANTITIES LISTED IN MATERIAL LISTS ON THE DRAWINGS ARE FOR INFORMATION ONLY. THE CONTRACTOR SHALL PROVIDE HIS OWN TAKEOFF FOR MATERIAL QUANTITY AND TYPES BASED ON ACTUAL SITE CONDITIONS. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS TO INSTALL EQUIPMENT FURNISHED BY ATT MOBILITY OR ITS SUPPLIERS. ALL ITEMS NOT SPECIFICALLY MENTIONED HEREIN OR SHOWN ON THE CONTRACT DRAWINGS, BUT WHICH ARE OBVIOUSLY NECESSARY TO MAI<E A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED. 11. THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) ATCT MOBILITY'S REPRESENTATIVE OF ANY CONFLICTS PRIOR TO THE SUBMISSION OF CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORKING THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED IN WRITING OTHERWISE. 12. ALL FLOORS WHERE PENETRATIONS ARE REQUIRED IN BUILDING ARE TO BE CORE DRILLED AND THEN FIREPROOFED. 1. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR AS REQUIRED BY CODE SUCH THAT NO MORE THAN THE EQUIVALENT OF FOUR QUARTER BENDS (960 DEGREES TOTAL) EXIST IN/ON CONDUIT RUN. 2. ALL POWER AND CONTROL/INDICATION WIRING SHALL BE TYPE THHN/THWN BOOV RATED 75 DEGREES CELSIUS, UNLESS NOTED OTHERWISE. 3. CONDUIT BENDS SHALL BE MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER.. 4. POWER WIRING SIZE SHALL NOT BE SMALLER THAN #12 AWG. 5. ALL WIRING SHALL BE COPPER. ALUMINUM WILL NOT BE ACCEPT ABLE. ALL POWER CIRCUITS SHALL CONTAIN A GROUND WIRE. 6. PHASE MARKINGS TO BE USED AT POWER CONDUCTOR TERMINATIONS. 7. CONTRACTOR SHALL INSURE INTEGRITY IS MAINTAINED WHEN INSTALLING CONDUIT AND WIRING. B. INSTALL PULL STRING IN ALL CONDUIT. 9. FOR ROOFTOP INSTALLS AND BUILD -OUTS, CONDUITS INSIDE BUILDING AND ON ROOF SHALL BE RGS, UNLESS OTHERWISE NOTED. FOR RAW LAND SITES AND CO -LOCATES, PVC SCHEDULE BO SHALL BE UTILIZED UNLESS NOTED OTHERWISE. 10. MAINTAIN MINIMUM 1'-0" VERTICAL AND 1'-0" HORIZONTAL SEPARATION FROM ANY MECHANICAL GAS PIPING. II. ALL WIRING ROUTED IN PLENUM TO BE PLENUM RATED OR IN METALLIC FLEX (LIQUIDTITE) CONDUIT. I. EQUIPMENT /PARTS CONNECTED TO EXISTING PANELS, DUCTS, ETC. SHALL MATCH THE CHARACTERISTICS (A/C,V,A) OF THAT EQUIPMENT. 2. ALL ELECTRICAL EQUIPMENT OUTSIDE SHALL BE NEMA 3R OR 4X RATED. D. GROUNDING 1. ALL GROUND CONNECTIONS TO BUILDING SHALL BE MADE USING TWO -HOLE CONNECTORS. PROVIDE STAINLESS STEEL BOLTS AND LOCK WASHERS ON ALL MECHANICAL GROUND CONNECTIONS. 2. ALL EQUIPMENT SURFACES TO BE BONDED TO GROUNDING SYSTEM SHALL BE STRIPPED OF ALL PAINT AND DIRT. CONNECTIONS TO VARIOUS METALS SHALL BE OF A TYPE AS TO NOT CAUSE A GALVANIC OR CORROSIVE REACTION. AREA SHALL BE REPAINTED FOLLOWING BONDING. 3. ANY METALLIC ITEM WITHIN 6' OF GROUND CONDUCTORS MUST BE CONNECTED TO THE GROUNDING SYSTEM. 4. EXTERIOR, ABOVE GRADE GROUND CONNECTIONS SHALL BE FURNISHED WITH A LIBERAL PROTECTIVE COATING OF ANTI -OXIDE COMPOUND. 5. ALL MATERIALS AND LABOR REQUIRED FOR THE GROUNDING SYSTEM AS INDICATED ON THE PLANS AND DETAILS, AND AS DESCRIBED HEREIN SHALL BE FURNISHED BY THIS CONTRACTOR UNLESS OTHERWISE NOTED. 6. EXACT LOCATION OF GROUND CONNECTION POINTS SHALL BE DETERMINED IN FIELD. ADJUST LOCATIONS INDICATED ON THE PLANS ACCORDING TO ACTUAL EQUIPMENT LOCATIONS TO KEEP THE GROUND CONNECTIONS CABLES AS SHORT AS POSSIBLE. 7, PROVIDE ALL ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS AS REQUIRED BY THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE AND THE CURRENT EDITION OF THE NATIONAL ELECTRICAL SAFETY CODE. BONDING JUMPERS WITH APPROVED GROUND FITTINGS SHALL BE INSTALLED AT ALL RACEWAYS, EQUIPMENT ENCLOSURES, PULL BOXES, ETC. TO MAINTAIN GROUND CONTINUITY WHERE REQUIRED BY CODE. B. ALL EQUIPMENT GROUND CONDUCTORS SHALL BE TIN COATED, #2 AWG COPPER UNLESS NOTED OTHERWISE ON THE DRAWINGS. E. INSPECTION/DOCUMENTATION 1. THE CONTRACTOR, UPON COMPLETION OF HIS WORK, SHALL PROVIDE AS -BUILT DRAWINGS. INFORMATION SHOULD BE GIVEN TO THE GENERAL CONTRACTOR FOR INCLUSION IN FINAL AS -BUILT SURVEY DOCUMENTS TO BE GIVEN TO THE OWNER.. 2. CONTRACTOR SHALL SUPPLY DOCUMENTATION ATTESTING TO THE COMPLETE GROUND SYSTEM'S RESISTIVELY (MAX. 5 OHMS). 3. AN ELECTRICAL INSPECTION SHALL BE MADE BY AN INSPECTING AGENCY APPROVED BY AT$T MOBILITY'S REPRESENTATIVE. CONTRACTOR SHALL. COORDINATE ALL INSPECTIONS AND OBTAIN POWER COMPANY APPROVAL. 4. CONTRACTOR SHALL HAVE ATS AND GENERATOR RELAY INSTALLATION AND CONNECTIONS INSPECTED BY OTHERS TO ENSURE THAT UL LISTING FOR THAT EQUIPMENT IS NOT VOIDED. -REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC MAY 14 2014 City of.Tukwili BUILDING DIVISION RECEIVED CITY OF TUKWILA s!AMts 1. ', ,t y tit. $" - f10, t V:."'L , Project Date 04-02-13 Drawn 13y LS Checked By AB Scale AS SHOWN THIS IS NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF-NIDTHS HAVE BEEN OBTAINED FROM AS -GUILTS DATED 02/22/11 AND ARE APPROXIMATE. EXISTING LANDSCAPING 5lst PLACE SOUTH OVERALL SITE PLAN SCALE: 1 "=20'-0" EXISTING LANDSCAPING EXISTING BUILDING Pi, EXISTING BUILDING • 1 x a x xst :.a,� EXISTING RAILROAD TRACKS EXISTING AT*T EQUIPMENT ENCLOSURE 01 E-101 tic v fl WED FOR COMPLIANCE: WITH NFPA 70 NEC MAY 14 2014 City o Tf ukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 5 2014 PERMIT. CENTER PRELIM. CD FINAL CD BP Comments C-1 01 EXISTING 6'-0" HIGH CHAIN LINK FENCE NEW 1" U/G PVC SCH 40 CONDUIT FROM TELCO BOARD TO GENERATOR CONTROL PANEL, CONDUIT WITH ALARM WIRING PER AT*T REQUIREMENTS (MIN. TRENCH DEPTH 36"). (APPROX. LENGTH OF 301-0") NEW 1" U/G PVC SCH 40 CONDUIT AND FEEDER (PER S.L.D.) FROM EXISTING PANELBOARD TO GENERATOR BATTERY CHARGER AND HEATER (MIN. TRENCH DEPTH 36") (APPROX. LENGTH OF 30'-0") EXISTING SITE ACCESS DOUBLE SWING GATE EXISTING DISCONNECT SNITCH EXISTING METER EXISTING ATa1,T METER EXISTING PANELBOARD EXISTING MAIN DISCONNECT BREAKER MOUNTED TO SHELTER EXTERIOR BOX MOUNTED TO SHELTER EXTERIOR ts__________ NEN 2" U/G PVC SCH 40 CONDUIT AND FEEDER (PER S.L.D.) FROM ATS TO GENERATOR MAIN BREAKER (MIN. TRENCH DEPTH 36")(APPROX. LENGTH OF 30'-0") NEW I" U/G PVC SCH 40 CONDUIT AND ALARM CABLING FOR GENERATOR START (PER S.L.D.) FROM ATS TO GENERATOR CONTROL PANEL (MIN. TRENCH DEPTH 36") (APPROX. LENGTH OF 30'-0") ALL CONDUITS SHALL STUB UP HERE PER GENERATOR SPECIFICATIONS NEN (4'x6"x10-6") LEASE AREA { X X X X NEN 50KW GENERATOR D-5� MOUNTED ON NEW.CONC, PAD REVIEWED .FOR COMPLIANCE WITH NFPA70 - NEC City of Tukwila BUILDING DIVISION � '•S/ONAl jam 114 i - / 49169 �, � C""`' Project Date e�{ 04-02-13 Drawn By LS Checked By AB :." Scale AS SHOWN 200A 2P EXISTING LOADS U EXISTING LOADS SINGLE LINE DIAGRAM SCOPE OF WORK SINGLE LINE DIAGRAM NOTES: EXISTING CONDUIT AND FEEDER TO UTILITY POINT OF CONNECTION EXISTING METER PANEL, 200A, 120/240V, 1 PHASE, 3 WIRE EXISTING MAIN ELECTRICAL SERVICE GROUND EXISTING CONDUIT AND FEEDER EXISTING 200A/2POLE MAIN SERVICE CIRCUIT BREAKER RATED 240V NEW AUTOMATIC TRANSFER SWITCH 200AMP, 2 POLE, I PHASE, 3 WIRE (MANUFACTURER INTERSECT CATALOG #AA12200-3S-3R-CL-L, NO EQUAL) NEW 2" CONDUIT WITH (3) #3/0 + (I)#4 GND THHN COPPER NEW 50K1A1 GENERATOR, 120/240V, 1 PHASE, 3 WIRE (KOHLER CATALOG #50REOZJD (NO EQUAL) EXISTING PANELBOARD "B" RATED 200A, 120/240V, I PHASE, 3 WIRE (PROVIDE NEW 20/1P CIRCUIT BREAKER FOR NEW GENERATOR BATTERY CHARGER/HEATER, TYPE AND STYLE TO MATCH EXISTING). NEW I" CONDUIT WITH (2)#12 + (I)#12 GND THHN COPPER NEW GENERATOR BATTERY CHARGER/HEATER NEW I" CONDUIT WITH I PAIR #15 AWG FOR GENERATOR START/STOP NEW I" CONDUIT WITH 6 PAIR CAT 5 ALARM CABLE (PER GENERATOR SPECIFICATIONS) EXISTING TELCO BACKBOARD WITH 66 ALARM BLOCKS INSIDE SHELTER EXISTING GENERATOR INTERFACE LUG BOX NEW GENERATOR CONTROL PANEL BOND GENERATOR GROUND LUG TO EXISTING GROUND RING WITH (1) #2 SOLID TINNED COPPER GROUND WIRE / GRADE / FROST LINE GROUND ROD EXOTHERMIC WELD GROUND RING MAY 14 2014 SCALE: NONE SCALE: NONE BOND GENERATOR GROUND LUG TO EXISTING GROUND RING WITH (1) #2 SOLID TINNED COPPER GROUND WIRE PER ATr1:T STANDARD (ATT-TD-76416). IF MORE THEN 20 FT. FROM EXISTING GROUND RING, INSTALL GROUND ROD (5/8"x10' SS) ROD SPACING: MIN. 10'x20'. TOP OF ROD AND GROUND WIRE TO BE BELOW FROST LINE. GROUND GENERATOR PER MANUFACTURER'S RECOMMENDATIONS BOND GENERATOR GROUND LUG TO EXISTING GROUND RING WITH (I) #2 SOLID TINNED COPPER GROUND WIRE CONCRETE PAD WITH 50KW GENERATOR NOTES: 1. FOR ACTUAL ORIENTATION OF GENERATOR, SHELTER, FENCE, TOWER + U/G POWER / TELCO CONDUITS SEE E-101 2. VERIFY QTY. LENGTH, TYPE r>: CONFIGURATION OF GROUND RODS TO ENSURE SYSTEM PROVIDES GROUND RESISTANCE OF 5 OHMS OR LESS 3. THIS IS ONLY A DIAGRAMMATIC DRAWING AND IT MAY NOT MATCH EXACT EQUIPMENT LAYOUT. 4. INSTALL. GROUND RING AROUND GENERATOR PER LOCAL CODES OR JURISDICTION REQUIREMENTS. EXISTING GROUND WIRE EXISTING MANUAL DISCONNECT SWITCH EXISTING EQUIPMENT SHELTER GROUND RING (FIELD LOCATED) EXISTING EQUIPMENT SHELTER BOND NEW AUTOMATIC TRANSFER SWITCH HOUSING TO EXISTING GROUND WITH (1) #2 GROUND WIRE WITH DOUBLE LUG CONNECTORS NEW AUTOMATIC TRANSFER SWITCH GROUNDING LEGEND SYMBOL DESCRIPTION ® • * EXOTHERMIC WELD MECHANICAL CONNECTION (2 HOLE LUG) GROUND ROD CONDUIT NEW GROUNDING WIRE EXISTING GROUNDING WIRE G G EXISTING GROUND ROD (TYP.) VARIES FINISH GRADE TO MATCH EXISTING GROUND COVER ///// / /t/t// ./// ////// / WARNING TAPE 0ILI fa w \\\\ E O \/�\ LU IJ \/ 113 //\/(,\�/(\ / 3" UNDISTURBED SOIL CLEAN COMPACTED BACKFILL CONDUITS SEE SINGLE LINE DIAGRAM + PLANS FOR CONDUIT SIZE +1: TYPE. VERIFY CONDUIT SEPARATION REQUIREMENTS WITH LOCAL UTILITY COMPANY OUTLINE OF GENERATOR BASE 2 HOLE GROUND LUG AND GENERATOR BASE, METAL -TO -METAL CONTACT. USE NO/OX #2 TINNED BTCW IN 1/2" FLEX TO 36" BELOW GRADE. NO SHARP BEND RADIUS IN GROUND CABLE. #2 AWG SOLID TINNED GROUND RING CADWELD GENERATOR GROUNDING SCALE: NONE TYPE GR CABLE TAP TO TOP OF GROUND ROD TYPE VN HORIZONTAL CABLE TAP TO VERTICAL STEEL SURFACE OR THE SIDE OF HORIZONTAL PIPE TYPE GT TYPE GY THROUGH CABLE TO TOP OF GROUND ROD THROUGH CABLE TO SIDE OF GROUND ROD TYPE VS TYPE VV CABLE TAP DOWN AT 45° TO VERTICAL STEEL SURFACE OR SIDE OF HORIZONTAL OR VERTICAL PIPE THROUGH VERTICAL CABLE TO VERTICAL STEEL SURFACE OF TO THE SIDE OF EITHER HORIZONTAL OR VERTICAL PIPE CADWELD DETAILS TYPE HS HORIZONTAL CABLE TAP TO HORIZONTAL STEEL SURFACE OR PIPE, CABLE OFF SURFACE TYPE XB CROSS OF HORIZONTAL CABLES LAPPED AND NOT CUT TYPE TA TEE OF HORIZONTAL RUN AND TAP CABLES No. Revision / Issue Date PRELIM. CD 04-02-13 FINAL CD 04-05-13 BP Comments 05-20-13 s r ,cIAms'M�S p r e .44;11 / .4 , Ai•,,A�r ,..... ":Project Date 04-02-13 Drawn By LS Checked IIy AB Scale AS SHOWN cliell I. Architecture TYPICAL GROUNDING PLAN TYPICAL GROUNDING PLAN SCALE: 3/8" _ SITE SPECIFIC CONSTRUCTION NOTES: 1. CONTRACTOR SHALL VERIFY THAT ALL FIELD CONDITIONS MATCH INFORMATION SHOWN ON THE DRAWINGS, ANY CONFLICTS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER OR CONSTRUCTION MANAGER. 2. NEW GENERATOR ALARM AND 120V CONDUITS SHALL USE EXISTING WALL SLEEVES FOR BUILDING ENTRY WHERE POSSIBLE. NEW 120V POWER CIRCUITS SHALL BE ROUTED TO THE EXISTING DISTRIBUTION PANEL AND I NEW 20A, 1-POLE CIRCUIT BREAKERS ADDED FOR THE BLOCK HEATER AND BATTERY CHARGER CIRCUITS AS REQUIRED. NEW ALARM CONDUIT AND WIRING SHALL BE ROUTED TO THE ALARM BLOCK(S). 3, TERMINATION OF ALL ALARM WIRING, 2-WIRE START CIRCUIT, AND 120V POWER FOR BLOCK HEATER AND BATTERY CHARGER SHALL BE TERMINATED INT EH GENERATOR ENCLOSURE BY THE GENERATOR INSTALLER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLEX CONDUIT AND CONDUCTORS FOR TERMINATIONS TO THE GENERATOR AND INSIDE THE SHELTER AS REQUIRED. GENERATOR INSTALLER SHALL TERMINATE ALARM, 120V POWER AND FEEDER CONDUITS. 4. GENERATOR NEUTRAL CONDUCTOR SHALL NOT BE BONDED TO GROUND AT THE GENERATOR. CONTRACTOR SHALL VERIFY THAT NEUTRAL TO GROUND BOND OCCURS ONLY AT THE SERVICE ENTRANCE DISCONNECT. 5. CONTRACTOR SHALL PROVIDE A 10 PAIR SOLID 24 GAUGE GABLE, THAT SHALL BE RAN IN I" CONDUIT TO THE ALARM BLOCK(S). A 15' BUNDLE SHALL BE NEATLY COILED AND LEFT FOR THE SITE TECHNICIAN TO TERMINATE AT THE EXISTING ALRM BLOCK(S). 6. CONTRACTOR SHALL LABEL ALARM CONDUCTOR PAIRS AT BOTH ENDS (SEE WIRING DIAGRAM TO THE RIGHT ON THIS SHEET) NOTES: 1. TRANSFER SWITCH TERMINAL DESIGNATIONS MAY VERY FROM THOSE SHOWN HERE. VERIFY THE CORRECT DESIGNATIONS USING THE APPROPRIATE TRANSFER SWITCH WIRING DIAGRAM. 2. TERMINAL 3 * 4: REMOTE START SWITCH OR ENGINE START CONTACTS ON TRANSFER SWITCH. 3. FOR FIELD INSTALLATION A MAX OF TWO WIRE TERMINALS PRE TERMINAL. STRIP SCREW IS RECOMMENCED UNLESS OTHERWISE NOTED ON THE WIRING DIAGRAM. DO NOT EXTEND ABOVE THE TERMINAL STRIP BARRIER. P27 CAN TERMINATOR CONNECTIONS PLACE THE P27 JUMPER ON THE "IN" PINS MODBUS/ENET 81— Ce< C U- 0—J Z our IN Nc lcot4 No P27 P29 CAN TERMINATOR P26 REMOTE I/O P25 REMOTE I/O NC 10014 No P30 NC 1C014 NO P31 CAN REMOTE I/O BOARD (OPTIONAL) NO 1C014 NC P32 FI.5VIVP1 ewii+wl+ 21vraicwd P28 DEC 3000 CONTROLLER P21 RS485 NON —ISOLATED CONNECTIONS P21-1 GND P21-2 + P21-3 — P21-4 GND P21-5 + P21—S P23 REMOTE I/O P22 Tg1 24 P1 4 35A 58 3E1 14P 64 63C 0 0 70 0 0 31A 0 0 • YEL N9 14N 71 21 8 TB3 50 V8 vs o vo 0 TB2 P2 13 12 11 . I3R12RI1R 1 2 MAJOR FAULT OUTPUT (CUSTOMER WIRED) Q AUX \SHUTDOWN SWITC � (CUSTOHMER L. 4 4q ENGINE START 3 —0` SWITCH (CUSTOMER STO UMER LOCAL EMERGENCY STOP SWITCH (STANDARD) BATTERY CHARGER CONNECTIONS (OPTIONAL) 61 BATTERY CHARGER FAULT 111111111111 1A 1 PROVIDED) PROVIDED) REVIE D .FOR COMPLI CE WITH NFPA d - NEC MAY 14 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY.OF TUKWILA APR 2.5 2014 PRELIM. CD FINAL CD BP Comments 04-02-13�= 04-05-13 '. 05-29-13 Project Date 04-02-13 LS Scale AB AS SHOWN PERMIT CENTER E502 8 7 3 2 1 POWE DIAGA v TS O P E NATO CIRCUIT / CB-N NORMAL SOURCE MAIN DISCONNECT CIRCUIT BREAKER (200 AMPS) TS AUTOMATIC TRANSFER SWITCH (200 AMPS) THIS IS NOT A PHYSICAL REPRESENTATION OF THE TRANSFER SWITCH TO \OVAL SOURCE 0 0 OPTIONAL ACC. 4AR [—TYPE KTK I "UTILITY" NORMAL SOURCE 1 AMP CL-600V 1 INPUT VOLTAGE SENSING RELAY FU1 -- 1- -1 iE-2; LL JJ FU2 1rr -11 2I ,t-- I t 11- / LL JJ LINE Li LOAD Li LINE L2 LOAD L2 TS —1 °NLI NL2 TS (NL1) TS (LL1) •20 TS • —4 NL1 TS —3 TS (NL2) (LL2 TS (EL2) TS —22 NL2 O LLI • NTA TRANSIENT VOLTAGE SURGE SUPPRESSOR ASSEMBLY ,A (4AR) JB NEUTO TVSS ASSEMBLY COMMON BUS TVSSI TVSS2 L10 LL10 L20 LL2 EL1) T5® (EL2 O ELI O EL2 LOAD LL2O TO LOAD L1 O L2 O L1O PDBI EMERGENCY SOURCE POWER DISTRIBUTION BLOCK EMERGENCY L1 L2 L2O MAIN BONDING JUMPER SHIPPED DISCONNECTED (COPPER LINK) PDB2 EMERGENCY SOURCE POWER DISTRIBUTION BLOCK NEUTRAL TERMINAL ASSEMBLY TS (MUS) CONTACTS TS SOLENOID POSITION EMER B TFE DC> > < d'DC E NORM 7-6 69-70 8-9 71-72 TS (MUS 41, P J 1 P J 8 PP i2 PP CP n II - REVIEWED FCk COMPLIANCE W"rH NFPA70 " NEC (rid 1 4 2014 yw�..•Jf�u.� W. W.N i#y ref Tkwil�, BUILD NG DIVISION 5< CP CP J1 P1 EMERGENCY TS (SOLENOID) 1�4SSEMBLY NORMAL 17 CP PP IJ1 I L CP ER SE JP JP 13< PP 5 PP 70 69 • REC RECEPTACLE W/CAM—LOK CONNECTORS b � b NTA GROUNDING ELECTRODE, SERVICE (NORMAL SOURCE) NEUTRAL, AND EMERGENCY SOURCE 2 NEUTRAL TERMINATIONS O O O EQUIPMENT GROUND BUS \ \ C�— =1 >> >> WHITE GREEN BLACK RED \\\ CHASSIS GROUND LINE Li O— O-� LOAD Li LINE L2 O— O-' LOAD L2 EMERGENCY SOURCE #1 (PORTABLE GENERATOR) CIRCUIT BREAKER (200 AMPS) TO D0 TA3L= GE\EATO� PEA v TO A\E\T GE\EATO� C3—E2 LINE Li O—'/ LOAD L1 LINE L2 0- LOAD L2 EMERGENCY SOURCE #2 (PERMANENT GENERATOR) CIRCUIT BREAKER (200 AMPS) NOTES: 1) ATS SHOWN CLOSED ON NORMAL SOURCE. 2) THIS IS NOT A PHYSICAL REPRESENTATION. '.. C 3 233031 SDH SDH 07/25/11 ISSUE PROJECT NAME: REV. TO SHEET ECN NO. BY APP. DATE WIRING DIAGRAM D300L SERIES, 200A MAX., 240V, 1PH/3W 3 SOURCE INTEGRATED POWER TRANSFER CENTER THIRD ANGLE PROJECTION BY DATE DRAWN BY SDH 07/25/11 MANUFACTURING TOLERANCES TO BE IN ACCORDANCE WITH ASCO PROCEDURE MP-I-003. FOR PLASTIC PARTS SEE MP-I-055 ASSEM. REF. NO. COMPUTER GENERATED DRAWING CHECKED PROJECT APPROVAL PROPERTY OF ASCO POWER TECHNOLOGIES. USE PERMITTED FOR OUR WORK ONLY. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED. SCALE 1:1 SIZE Ds FINAL APPROVAL SDH 07/25/11 ASCO ASCO POWER TECHNOLOGIES, LP. FLORHAM PARK, NEW JERSEY 07932 U.S.A. DWG. NO. 760401-106 DRAWING _ REV. NON 233031 SHEET 3 OF 4 6 5 4 3 2 1 A RECEIVED CITY OF TUKWILA APR 2 5 2011 PRELIM. CD FINAL CD BP Comments 04-02-13 04-05-13 05-29-13 Project Date Drawn By Checked By 04-02-13 LS AB AS SHOWN FOR REFERENCE ONLY PERMIT CENTER E-5O3 TS AUX. CONTACTS CP CONTROL PANEL CONTROL INPUTS COM �--' TB-14 I +24VDC TB-15 ENGINE START SIGNAL NR 8 7 LOAD TE. VI\AL TVSS LOAD PHASE VOLTAGE MONITOR N CI CUITS \OVAL SOURCE CIRCUITS NORMAL CONTROL PANEL NORMAL SOURCE SINGLE PHASE SENSING JP CP10 P1 A EVEG=\CY SOU EMERGENCY CONTROL PANEL EMERGENCY SOURCE SINGLE PHASE SENSING JP CO\TOL SIG\ALS 8c I\3ICATIO\ CP P2 s9� P2 IJ2 CONTROL PANEL TS PosmON SENSING J2 j 10 CP P P2 IJ2 J 3 P2 <47 CP TBii-4 11BG CONTROL PANEL 41 OPTIONAL: TB-9 ACCESSORY 11BG PROGRAMMABLE ENGINE EXERCISER TS AUX. CONTACTS 31 14A 32 N R/TS A 6 6 5 PHYSICAL I IAG A VIEWED FROM FRONT GROUND TERMINATION ASSEMBLY v P932 POWER DISTRIBUTION BLOCK DEUTSCH BRAND 12 PIN RECEPTACLE GENERATOR RECEPTACLE BOX MAIN BONDING JUMPER (SHIPPED DISCONNECTED) 5 I 4 (®) n n Q 00 \ L1 ©CI00 L2 o (®) C C� o O O P931 POWER DISTRIBUTION BLOCK O 0 \TA NEUTRAL TERMINAL ASSEMBLY 4 FOR REFERENCE ONLY LL2 TVSS1 ,( TVSS2 L2 TS TB * 71 728697 1 TS COIL IIII I �A I is B 0 1 CKT 1 LJ 9 7+0: TS1 20 LL2 22 �� EL1 EL2 .❖.•o•o• ••••••••••+• TS-4 TS-5 31 29 32 0 DOD ppp —0 14 17 —015 iibb 16 18 —01e OTS-1 15 ** 14 13 11 T 12 10 LE NL1 NL2 TS-3 O MI Ell TVSSA TVS S ASSEMBLY LOAD LOAD LOAD LOAD LOAD LOAD Li L2 L1 L2 L1 L2 coJlIlo,i lico.11 o_l :wl:ww:�� li�'�ui�'° �I I ° Iu�� °ifi��'° � ii o �I LINE LINE LINE LINE LINE\ LIN L1 L2 L1 L2 Li CB —El CB—E2 CB—N EMER. SOURCE #1 INPUT EMER. SOURCE #2 INPUT NORMAL SOURCE SERVICE INPUT 3 • 1• • ►❖. ►:❖ ►• ❖ •• • • • .o• •ro 1.■d :❖ • • :❖ .o• • :❖ •• ii • •❖4 ++ ❖:o • OPERATOR CONTROLS ID DESCRIPTION DS1 TS CONNECTED TO NORMAL DS2 TS CONNECTED TO EMERGENCY DS3 NORMAL SOURCE AVAILABLE DS4 EMERGENCY SOURCE AVAILABLE DS5 ENGINE EXERCISER PB1 BYPASS TIME DELAY PB2 TRANSFER SWITCH TEST PB3 SET ENGINE EXERCISER DOOR MOUNTED COMPONENTS OPERATOR INTERFACE MEMBRANE ACCESSORY PN 473708 0 0 MEMBRANE PANEL ODS3 ODS1 -) d OOS4 O DS2 DS5O PB3 0 0 O 0 P3 J3 1 ss v 0 0 OPTIONAL ACC. 4AR NORMAL SOURCE "UTILITY" INPUT VOLTAGE SENSING RELAY DOD _aao II�IN N L 4AR �,IINI 1:1-711 000�J GROUND TERMINATION ASSEMBLY J OPTIONAL ACC. 11BG ASSY. PN 629830 MOUNTS ON BACK OF OPERATOR INTERFACE MEMBRANE ASSY. _J d N 0 ACC.11 BG ENGINE EXERCISER SOURCE AVAILABILITY SIGNALS m No M Q sto 'r1 0 rop FIELD CONNECTIONS SOURCE AVAILABILITY SIGNALS REFER TO SHEET 1 FACTORY CONNECTIONS SURGE SUPPESSOR MONITOR , iiiiii EffP GROUP 1 TRANSFER SWITCH CONTROLLER „-y 1615141312100987654321 `Ui 000000000 0o I I 4) REVIEWED F COMPLIANCE ITS NFPA70-NEi. MAY 14 2014 City of'Tuk it BUILDING DIVIP' 233031 SDH SDH 07/25/11 ISSUE PROJECT NAME: REV. TO SHEET ECN NO. BY APP. DATE WIRING DIAGRAM D300L SERIES, 200A MAX., 240V, 1PH/3W 3 SOURCE INTEGRATED POWER TRANSFER CENTER THIRD ANGLE PROJECTION BY DATE DRAWN BY SDH 07/25/11 MANUFACTURING TOLERANCES TO BE IN ACCORDANCE WITH ASCO PROCEDURE MP-I-003. FOR PLASTIC PARTS SEE MP-I-055 ASSEM. REF. NO. COMPUTER GENERATED DRAWING CHECKED PROJECT APPROVAL PROPERTY OF ASCO POWER TECHNOLOGIES. USE PERMITTED FOR OUR WORK ONLY. ALL RIGHTS OF DESIGN OR INVENTION ARE RESERVED. SCALE 1:1 SIZE DS FINAL APPROVAL SDH 07/25/11 ASCO ASCO POWER TECHNOLOGIES, L.P. FLORHAM PARK, NEW JERSEY 07932 U.S.A. DWG. NO. 760401-106 DRAWING - REV. ECN 233031 1 SHEET 4 OF 4 RECEI JED CITY OF TUKWILA APR 2 5 2014 PERMIT CENTER PRELIM. CD FINAL CD BP Comments 04-02-13` 04-05-13 05-29-13 Project Date 04-02-13 Drawn By LS Checked By AB ",, Scale AS SHOWN E504: CONCRETE NOTES: MINIMUM ALLOWABLE CONCRETE COMPRESSIVE STRENGTH SHALL BE 4500 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH THE AMERICAN SOCIETY FOR TESTING AND MATERIALS METHODS STANDARDS ASTM CI72, ASTM C31 AND ASTM C3q UNLESS OTHERWISE NOTED. 2. CONCRETE FOR ALL FOUNDATIONS: TYPE 1 PORTLAND CEMENT. 540 LBS PER CUBIC YARD OF CONCRETE MINIMUM CEMENT CONTENT WITH 1-INCH MAXIMUM SIZE AGGREGATE. SLUMP RANGE 3 INCHES TO 5 INCHES, TOTAL AIR CONTENT 6 PERCENT BY VOLUME. AIR ENTRAINING ADMIXTURE REQUIRED TO CONTROL TOTAL AIR CONTENT, WATER REDUCING ADMIXTURE PERMITTED TO OBTAIN SUUMP OVER 3-INCHES. 3. ALL. CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE (ACI 318-q5) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND (ACI 301) STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE. 4. REBARS SHALL BE ASTM A-615 DEFORMED TYPE WITH MINIMUM YIELD STRENGTH OF 60,000 PSI (40,000 PSI GRADE MAY BE USED FOR TIES $ STIRRUPS). WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 5. DETAILING SHALL. BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES (ACI STD-315-q2). CONCRETE NOTES 6. CHAMFER ALL. EXPOSED EDGES OF CONCRETE 3/4" 7. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE INDICATED ON THE DRAWINGS. THE FOLLOWING MINIMUM COVER (INCHES) FOR REINFORCEMENT SHALL BE PROVIDED, EXCEPT AS NOTED ON DRAWINGS. MINIMUM COVER (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3" EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 = 2" #5 BAR AND SMALLER = 1-1/2" 8. TOP OF FOUNDATION TO HAVE A "BRUSH FINISH'. EXPOSED FINISHED SURFACE IS NOT TO HOLD WATER. 10. ALL. SURFACES ARE TO BE CLEANED OF ANY RESIDUAL CONCRETE FROM SPLASHING OR SPILLS. SCALE: NTS SPECIAL INSPECTIONS AN INDEPENDENT TESTING COMPANY RETAINED BY THE OWNER AND APPROVED BY THE BUILDING OFFICIAL SHALL INSPECT THE FOLLOWING (SEE CHART): A CONCRETE I. REINFORCING BAR, CONCRETE PLACEMENT AND TAKING OF CONCRETE TEST SPECIMENS SPECIAL INSPECTION NOTES REQUIRED SPECIAL INSPECTIONS SYSTEM OR MATERIAL REQUIRED INSPECTION FREQUENCY OF INSPECTION REMARKS CONTINUOUS PERIODIC CONCRETE INSPECT FORMWORK FOR LOCATION AND DIMENSIONS OF MEMBER BEING FORMED X VERIFY MATERIAL FOR REINFORCEMENT X CONTRACTOR TO SUBMIT CERTIFIED MILL TEST REPORTS REINFORCING STEEL PLACEMENT X INSPECT POST -INSTALLED CONCRETE ANCHORS X INSPECTION TO CONFORM TO IBC AND TO ANCHOR MANUFACTURERS RECOMMENDATIONS AND ICC REPORTS VERIFY USE OF REQUIRED CONCRETE MIX DESIGN (5) X AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR CONTENT TEST, AND TEMPERATURE OF CONCRETE. X CONTINUOUS DURING PREPARATION OF SAMPLES CONCRETE PLACEMENT X INSPECTION FOR MAINTENANCE OF CURING PROCEDURES AND TEMPERATURE X VERIFY APPROPRIATE CURING METHOD HAS BEEN IMPLEMENTED AFTER EACH POUR BLOCKOUT PER PLAN #5 BARS TOP AND BOTT. AT CORNERS. IF 2'-0" EXTENSION IS NOT AVAILABLE BEND BARS AS SHOWN IF BLOCKOUT IS LESS THEN 18" FROM EDGE, PROVIDE #4 CLOSED STIRRUPS AT 12" O.C. EXTEND 12" PAST BLOCKOUT MIN. IF BLOCKOUT IS LESS THEN 18" FROM EDGE, PROVIDE (2) CONT. HORIZONTAL BARS TOP AND BOTT. EDGE OF SLAB \. rn 1 V 1'-6" (BLOCKOUT) CONCRETE SLAB W/ #5 BARS @ 12" O.C. EN, EF (6) 3/44) STAINLESS STEEL KNIK BOLT TZ, WITH 3-3/4" EMBEDMENT, TYP. INSTALL PER ICC ESR 1917 OUTLINE OF GENERATOR BASE SEE 05/D-501 FOR REINFORCEMENT DTL (BLOCKOUT) 3/4" CHAMFER FOUNDATION PLAN (6) 3/4"0 STAINLESS STEEL KNIK BOLT TZ, WITH 3-3/4" EMBEDMENT, TYP. INSTALL PER ICC ESR 1917 #5 @ 12" EACH NAY NEN CONDUITS 6" MINIMUM 95% DENSITY CLEAN AND COMPACTED SOIL SECTION A -A GENERATOR FOUNDATION PLAN III -III IIII III REVIEWED FOR COMPLIANCE WITH NFPA70-NEC SCALE: 1"=1'-0" 3' 6" STEEL SOUND ENCLOSURE (REF. KOHLER DNG.# ADV-8017) NEN 50KW DIESEL GENERATOR (REF. KOHLER DWG.# ADV-8017) DIESEL GENERATOR FUEL TANK WITH LOCKABLE FUEL CAP (REF. KOHLER DWG.# GM87968) maws 11PJ1MP11\L' !11I'1t►J*I1EJk■ MINIMUM 12" REQUIRED CLEARANCE FOR AIRFLOW q'-0" 1 f CONDUIT STUB -UP AREA "7- q'-0" • 7' -6" / 00 0 0 0 0 00 00 \ \ RECEIVER'.... CITY OF TUKWILA APR 2 5 2014 PERMIT CENTER REINFORCING AT BLOCKOUTS GENERATOR ELEVATION 0-501