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HomeMy WebLinkAboutPermit EL16-0357 - KING COUNTY SOUND TRANSIT - FEEDER, TRANSFORMER, SWITCHBOARDKING COUNTY SOUND TRANSIT 12100 E MARGINAL WAY S ELl 6=0357 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.Rov ELECTRICAL PERMIT Parcel No: 7340600421 Permit Number: EL16-0357 Address: 12100 E MARGINAL WAY S Issue Date: 5/12/2016 Permit Expires On: 11/8/2016 Project Name: KING COUNTY SOUND TRANSIT Owner: 2012 National Electrical Code: Name: KING COUNTY -TRANSIT 2012 Address: 201 S JACKSON ST #417, SEATTLE, International Mechanical Code Edition: 2012 WA, 98104 2014 Contact Person: 2012 WA State Energy Code: Name: PAT POWELL Phone: (253) 722-2850 Address: PO BOX 1093, TACOMA, WA, 98401 Contractor: Name: TOTEM ELECTRIC OF TACOMA INC Phone: (253) 383-5022 Address: PO BOX 1093, TACOMA, WA, 98402 License No: TOTEMET315BS Expiration Date: 9/30/2017 Lender: Name: Address: DESCRIPTION OF WORK: RELOCATE 5KV FEEDER, TRANSFORMER, SWITCH AND 480 VOLT MAIN SWITCHBOARD Valuation of single family: $0.00 Fees Collected: $7,289.94 Valuation of mf/comm: $472,325.00 Type of Work: TENANT IMP Electrical Service Provided by: SEATTLE CITY LIGHT Water District: 125 Sewer District: TUKWILA SEWER SERVICE,VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signature: L _)AJl.A-:' V4 Date: s—, � , 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: —r -I Date: Print Name: VA A42-4 6 STV -0 i- rJ 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: 1: 'ELECTRICAL PERMIT CONDITIONS' 2: A copy of the electrical work permit shall be posted or otherwise made readily accessible to the Electrical Inspector at each work site. 3: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical Inspector. 4: All electrical work shall be in accordance with NFPA 70 - NEC, and requirements for electrical installations, Chapter 296-46B WAC. 5: When any portion of the electrical installation is to be hidden from view by permanent placement of parts of the building, such equipment shall not be concealed until it has been inspected and approved by the Electrical Inspector. 6: The issuance of an electrical work permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the electrical code or other ordinances of the jurisdiction. Permits or related documentation that presumes to grant this authority are therefore not valid. 7: Any change in the scope of work described by the electrical work permit shall require additional work permits. Where approved plans have been issued, revisions to the plans and additional review may be required. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2100 ELECTRICAL FINAL 7003 ROUGH -IN ELECTRICAL 7002 SERVICE 7001 UNDERGROUND/SLAB CITY OF TUKWILA Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hqp://www.TukwilaWA.,Pov SITE LOCATION Electrical Permit No. L— Ll G — 03,S-% Project No. Date Application Accepted: Date Application Expires: -)-0 - 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*" King Co Assessor's Tax No.: Site Address: 13 / o t5 t4 Q r o ; . ► Q / coc S Suite Number: Floor: Tenant Name:'(;"aco.,"-jv 564., c/ "ircws.t New Tenant: ❑..... Yes ®..No PROPERTY OWNER Name: Address: y o S ¢ City: cc / c State: w 14 Zlp. 98 /o CONTACT PERSON — person receiving all project communication Name: AG y PC Address: P d 0 0 / City: QQ `o State: Zip: 404 6 Phone*-,,, _o Fax: aS.?-272-Sa/ Email: Pa�p� v�e+�e/ec�..lc. C o� ELECTRICAL CONTRACTOR INFORMATION Company Name: .-a Address: PC, City: /oto State: Zip.. W� o Of Phone:as 3 0 So Fax. a, -a73 Contr Reg No.: , ©¢e is xp Date: Tukwila Business License No.; C Q Q y k 8 a ds Valuation of Project (contractor's bid price): $ Y %�? 3 of 5". Scope of Work (please provide detailed information): 8 .,Q /c z <_ S'10, Fe e aP,- r c Ks 1 ,, .... S'.., e- c L Will service be altered? 0 Yes ❑ No Adding more than 50 amps? ❑ Yes fel No Type of Use: Tyne of work: ❑ New ❑ Addition ® Service Change ❑ Remodel ❑ Tenant Improvement ❑ Low Voltage ❑ Generator ❑ Fire Alarm ❑ Telecommunication ❑ Temporary Service Property Served by: �6 Puget Sound Energy ❑ Seattle City Light H:\Applications\Forms-Applications On Line\2014 ApplicationsMectrical Permit Application Revised 1-1-14.docx / l Revised: January 2014 bh Page i of 2 RESIDENTIAL NEW RESIDENTIAL SERVICE ❑ New single family dwellings ...................................$152.85 (including an attached garage) ❑ Garages, pools, spas and outbuildings ........................ $81.90 ea ❑ Low voltage systems (alarm, furnace thermostat) ................................ $59.85 ea PERMIT APPLICATION NOTES - MULTI -FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ RESIDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration ...................................... $81.90 $80.90 (no added/altered circuits) Manufactured/mobile home service ........................... ❑ Service change with added/altered circuits ................. $81.90 number of added circuits ....................... $11.55 ea ❑ Circuits added/altered without service change ........... $54.60 $10.80 ea (up to 5 circuits) Each ride and generator truck ❑ 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) PERMIT APPLICATION NOTES - 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 ............... $10.80 ea ***EFFECTIVE JANUARY 1, 2014 EACH PERNIIT WILL BE ASSESSED A 5% TECHNOLOGY FEE*** Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Print Name:; � ,t f 6 f, -% &- L / Date:1 I /1 Day Telephone: a 53 7� 9 - a u .S -b Mailing Address: Ro 13 a$c /o 9.9 44.) 14 98yof City State Zip H:\Applications\Forms-Applications On Line\2014 Applications\Electrical Permit Application Revised 1-1-14.docx Revised: January 2014 bh Page 2 of 2 Date Paid: Friday, April 14, 2017 Paid By: TOTEM ELECTRIC OF TACOMA INC Pay Method: CHECK 59578 Printed: Friday, April 14, 2017 11:59 AM 1 of 1 CI?W SYSTEMS DESCRIPTIONS PermitTRAK • AID $7,289.94 EL16-0357 Address: 12100 E MARGINAL WAY S Apn: 7340600421 $7,289.94 ELECTRICAL $7,009.56 PLAN CHECK FEE R000.345.832.00.00 0.00 $1,401.91 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $5,607.65 TECHNOLOGY FEE $280.38 TECHNOLOGY FEE • r TOTAL FEES PAID BY RECEIPT: R000.322.900.04.00 0.00 $280.38 Date Paid: Wednesday, April 20, 2016 Paid By: TOTEM ELECTRIC OF TACOMA INC Pay Method: CHECK 57026 Printed: Wednesday, April 20, 2016 1:30 PM 1 of 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Lstr Type of Inspection: -L - A - Address: Moo Date Called: Special Instructions: Date Wanted: a.m. Job I e-ITI-7, Requester: Phone No: 2,o 0 �� 0 Approved per applicable codes. LJ Corrections required prior to approval. IInspector: --� hrlhrWJ IDate: i0% `/t 7 I REINSPECTIOM FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 7tINSPECTION RECORD GG Retain a copy with permi 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 f Project: 6 f Type of Inspection: )QAJ�, Address: ` 00 / Date Called: Special Instructions: Date Wanted:a.m a2— p.m. Requester: Phone No: 3 317 03 nApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: L.A LIL- o & I— ,. L " FietJ Ir C rii® /-nn✓,�T1.0A , Q C3 Q SL 4 W,��I. II_V REINSPECTIOIQ FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 164- D35 6 1Retain 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 Lin (206) 438-9350 Project: S fTJrzyf Type of Inspection: Address:Date 0( Called: Special Instructions: Date Wanted: p.m. Requester: Phone No: 11 Approved per applicable codes. L, Corrections required prior to approval. u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 f Project: � f � Type of Inspection: Address: /Do �` Date Called: Special Instructions: Date Wanted: �� a m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. nspector: 0 REINSPECTIOP FEE REQUIRED. Prior to next inspection, fee 4nust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain INSPECTION NO. a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 - Permit Inspection Request Line (206) 438-9350 Project: � Cr5 rr L. Type of Inspection: Address:�J vl Q10 Date Called: Special Instructions: Date Wanted: a.m. p. Requester: u Phone No: F1Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,Vffi 04,5 a c o C,L lJ" I paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. INSPECTION RECORD fi, 1 -.,3 Retain a copy with permit 'Q 3571 INSPECTION NO. P RMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Q C�1(� Type of inspection:' -7 C6 Address: 2400 Date Called: Special Instructions: Date Wanted: a. Q :m. Requester: Phone No: 11 Approved per applicable codes. 1-1 Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit U--ON7 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 Approved per applicable codes. LJ Corrections required prior to approval. I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:�� �/' � p�.of In p tion: J'JD Address: i%C1 ` Date Called: Special Instructions: Date Wanted: Zp.m. Requester: Phone No: j L RApproved per applicable codes. 11 Corrections required prior to approval. LJ paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 8/31/2017 City of Tukwila Allan Ekberiz, Mavor Department of Community Development Jack Pace, Director PAT POWELL PO BOX 1093 TACOMA, WA 98401 RE: Permit No. ELI 6-0357 KING COUNTY SOUND TRANSIT 12100 E MARGINAL WAY S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/29/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. MGM 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/29/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 'C—M '-�l Bill Rambo Permit Technician File No: EL16-0357 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 9 Phone 206-431-3670 9 Fax 206-431-3665 OFF HOURS INSPECTION ° Reimbursement authorization/approval to conduct inspection activities during off hours. Date: Request/d By: / Q { �o co e!/ Firm/Company: /ofe, Inspection Information Permit Number: ZZ lh 2 Project Name: I<,.ao el_ nu -,,4Y 5�., 55El..-rem%����,�,� Project Address/Location: /,�2 Requested Date for Inspection: Requested Time: 02.13 0 AM,, �M Contact Name: f Phone Number: Special Conditions for Consideration: ** Contractor will be charged a minimum for three (3) hour inspection time for any off -hours inspection work at $102.00 per hour (minimum total of $306.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of three (3) hours. Signature: '7 ✓�'` Printed Name: &Z1n,;,f4 City Use Onlv: Approved:/ Disapproved: Date of Approval/Disapproval: Authorized Reviewer: W:\Permit Center\Applications-Handouts\Templates\Forms\Off Hours Inspection 1-2017.docx Revised: January 1, 2017 Date: ! 7 RECEIVED CITY OF TUKWILA PERM CENTER Paid: Receipt No: Remarks: 2/1/2017 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director PAT POWELL PO BOX 1093 TACOMA, WA 98401 RE: Permit No. EL16-0357 KING COUNTY SOUND TRANSIT 12100 E MARGINAL WAY S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/27/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/27/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle, Ripley Permit Technician File No: EL16-0357 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: EL16-0357 DATE: 04/20/16 PROJECT NAME: KING COUNTY SOUND TRANSIT SITE ADDRESS: 12100 E MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: �' AW L S 1--4 Building Division 11 Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator IN PRELIMINARY REVIEW: DATE: 04/21/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/19/16 Approved ❑ Approved with Conditions e Corrections Required ❑ (corrections entered in Reviews) Notation: Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 TOTEM ELECTRIC OF TACOMA THTC Page 1 of 3 Home Espanol Contact. Search L&I �i i A-7. Index Help Roy L&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of Labor & Industries TOTEM ELECTRIC OF TACOMA INC Owner or tradesperson PO BOX 1093 TACOMA, WA 98401 Principals p 253-383-5022 JARDEEN, RICHARD E PIERCE County STEPHENS, JOHN R STEPHENS, MARK A STEPHENS, SCOTT B STEPHENS, JOHN R, AGENT Doing business as TOTEM ELECTRIC OF TACOMA INC WA UBI No. Business type 278 043 550 Corporation Goveming persons JOHN STEPHENS MARK STEPHENS; RICHARD JARDEEN; SCOTT STEPHENS; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Electrical Contractor Active. ............................................................... Meets current requirements. License specialties GENERAL License no. TOTEMET316BS Effective — expiration 01/10/1969— 09/30/2017 Designated administrator STEPHENS, MARK A License type Electrical Administrator Bond .............. TRAVELERS CAS & SURETY CO Bond account no. 081SI O3483688BCM Received by L&I 10/31/2000 Savings ....................... No savings accounts during the previous 6 year period. Active. Meets current requirements. License no. STEPHM'101 CC $4,000.00 Effective date 12/26/2000 Expiration date Until Canceled https://secure.lnima.gov/verify/Detail.aspx?UBI=278043550&LIC=TOTEMET315BS&SAW= 5/12/2016 • DUVALL ND G q !;N<NAIIUN ECH A VASHON w ES 1 1VVUIJV 1 ISLAND o d VICINITY D,eI ,G� MOIN Q 0 KE LE AL EY 0 18 AUBURN DLAC ND 5 ALGONA JMA PACIFIC KING Co. VICINITY MAP NOT TO SCALE %"PY Pewt No. E I— I (o—. O 2>S-7 Fi7,n 'yj ay aper€ v&l is auNect to errors and o1mi-mors. 3f U)nS rew lon documents does not aufhcdto Vio`At: F,: t.=ny= adopted code or ordinance. RE - Mt of &FpFo d; �-; F°lfd Copy and coed€zson,s i; ackno€Riledget Date: City of Tukwila BUILDING DIVISION E PROJECT SITE PROJECT TEAM _OYEE :KIN PROJECT MANAGER S�Q RON MOATTAR, PROJECT MANAGER S KING COUNTY METRO TRANSIT " d 99 201 SOUTH JACKSON STREET M.S. KSC-TR-0435 \ SEATTLE, WA 98104 (206) 684-5981 A MA�0pNCE \ o CIVIL ENGINEERING AMIR MOAZZAMI, P.E. KING COUNTY METRO TRANSIT \, 201 SOUTH JACKSON STREET \, M.S. KSC-TR-0433 SUPPLY SEATTLE, WA 98104 CO SOUTH \ (206) 477-5946 BASE CENTER ELECTRICAL ENGINEERING m LYLE MCFARLAND, P.E. D BUS KING COUNTY METRO TRANSIT PARKING 1 201 SOUTH JACKSON STREET 1 M.S. KSSC-TR-0433 Z 1 SEATTLE, WA 98104 (206) 477-5976 ELCON ASSOCIATES, INC STORAGE ENGINEERS - CONSULTANTS 16300 CHRISTNSEN ROAD, SURE 33D SEATTLE, WASHINGTON 98188 TEL 206 243-5022 - - - - - - FAX 2063 243-5202 LOCATION MAP 16o LTING FIFTH UAV NUE, SUITER1600 NOT TO SCALE SEATTLE, WASHINGTON 98101 TEL (206) 622-5822 FAX (206)_522-8130 4z r:1, T f 10 l.Jts LliD FOR: mechanical ❑ Electrical dumbing Gras Piping City of Tukwila PLI1l_D1P4G DIVISION REV. IEWED FOR COMPLIANCE WITH NFPA 70 - NEC 1,1AY 0 5 2016 LU City of -Tukwila BUILDING DIVISION REVISIONS No changes shn!l be made to the scope of work "%mltho'uTtGPsirior approval of _CZIirig Division. NOTE: iviso z; will require a now pian submittal and may inClude addirionai plan review fees. INDEX OF DRAWINGS 1 G0.01 GENERAL PROJECT INFORMATION t?� I GENERAL NOTES, LEGEND, & ABBREVIATIONS BELLEVUE �K. EXISTING SITE PLAN 4 C1.01 • SAMM. C1.02 TESC NOTES & DETAILS IN C1.03 02 7 9 � 8 C2.02 g 9 Cm S 24\T\\H PRESTON 10 C3.01 DRAINAGE DETAILS & ENLARGED PLAN • C4.01 PAVEMENT MARKING PLAN 12 SNOQU ELECTRICAL SYMBOLS AND ABBREVIATIONS 405 ISSAQUAH __ 14 VASHON w ES 1 1VVUIJV 1 ISLAND o d VICINITY D,eI ,G� MOIN Q 0 KE LE AL EY 0 18 AUBURN DLAC ND 5 ALGONA JMA PACIFIC KING Co. VICINITY MAP NOT TO SCALE %"PY Pewt No. E I— I (o—. O 2>S-7 Fi7,n 'yj ay aper€ v&l is auNect to errors and o1mi-mors. 3f U)nS rew lon documents does not aufhcdto Vio`At: F,: t.=ny= adopted code or ordinance. RE - Mt of &FpFo d; �-; F°lfd Copy and coed€zson,s i; ackno€Riledget Date: City of Tukwila BUILDING DIVISION E PROJECT SITE PROJECT TEAM _OYEE :KIN PROJECT MANAGER S�Q RON MOATTAR, PROJECT MANAGER S KING COUNTY METRO TRANSIT " d 99 201 SOUTH JACKSON STREET M.S. KSC-TR-0435 \ SEATTLE, WA 98104 (206) 684-5981 A MA�0pNCE \ o CIVIL ENGINEERING AMIR MOAZZAMI, P.E. KING COUNTY METRO TRANSIT \, 201 SOUTH JACKSON STREET \, M.S. KSC-TR-0433 SUPPLY SEATTLE, WA 98104 CO SOUTH \ (206) 477-5946 BASE CENTER ELECTRICAL ENGINEERING m LYLE MCFARLAND, P.E. D BUS KING COUNTY METRO TRANSIT PARKING 1 201 SOUTH JACKSON STREET 1 M.S. KSSC-TR-0433 Z 1 SEATTLE, WA 98104 (206) 477-5976 ELCON ASSOCIATES, INC STORAGE ENGINEERS - CONSULTANTS 16300 CHRISTNSEN ROAD, SURE 33D SEATTLE, WASHINGTON 98188 TEL 206 243-5022 - - - - - - FAX 2063 243-5202 LOCATION MAP 16o LTING FIFTH UAV NUE, SUITER1600 NOT TO SCALE SEATTLE, WASHINGTON 98101 TEL (206) 622-5822 FAX (206)_522-8130 4z r:1, T f 10 l.Jts LliD FOR: mechanical ❑ Electrical dumbing Gras Piping City of Tukwila PLI1l_D1P4G DIVISION REV. IEWED FOR COMPLIANCE WITH NFPA 70 - NEC 1,1AY 0 5 2016 LU City of -Tukwila BUILDING DIVISION REVISIONS No changes shn!l be made to the scope of work "%mltho'uTtGPsirior approval of _CZIirig Division. NOTE: iviso z; will require a now pian submittal and may inClude addirionai plan review fees. INDEX OF DRAWINGS 1 G0.01 GENERAL PROJECT INFORMATION 2 G0.02 GENERAL NOTES, LEGEND, & ABBREVIATIONS 3 C1.00 EXISTING SITE PLAN 4 C1.01 TESC & DEMOLITION PLAN 5 C1.02 TESC NOTES & DETAILS 6 C1.03 PROFILES 7 C2.01 SITE & PAVING PLAN 8 C2.02 TRENCH DETAILS 9 C2.03 AC PAVEMENT, JOINT DETAILS, & BOLLARD DETAIL 10 C3.01 DRAINAGE DETAILS & ENLARGED PLAN 11 C4.01 PAVEMENT MARKING PLAN 12 EO.01 ELECTRICAL SYMBOLS AND ABBREVIATIONS 13 EO.02 ELECTRICAL CONSTRUCTION PHASING NOTES 14 E1.01 ELECTRICAL SITE PLAN 15 E1.02 PARTIAL ELECTRICAL SITE PLAN 16 E4.01 ELECTRICAL ROOM ENLARGED PLAN 17 E4.02 ELECTRICAL ROOM ENLARGED PLAN 18 E5.01 ELECTRICAL DETAILS 19 E5.02 ELECTRICAL ELEVATIONS 20 E5.03 ELECTRICAL ELEVATIONS 21 E5.04 ELECTRICAL DETAILS 22 E6.01 ONE -LINE DIAGRAM 23 E6.02 PHASE 1 ONE -UNE DIAGRAM 24 E6.03 PHASE 2 ONE -UNE DIAGRAM .25 E6.04 PHASE 3 ONE -UNE DIAGRAM 26 E6.05 ^ GROUNDING DIAGRAM RECEIVED CITY OF TUKW SOUTH BASE APR zo2o1s SWITCH GEAR AND PERMIT CENTI TRANSFORMER REPLACEMENT CONTRACT #C00965C15 KING COUNTY EL 16-.. 19 7 o�m -'AOA MOAZZAMI FAR R. Oc�v� AS SHOWN �' 4•ty4'„” I DRAWN: D APPROVED. SRE LOCATION N0: j a o rO o ¢ m A. LAMPA D. CRIPPEN E rno `�' King County CHECKED: A. MOAZZAMI IRIS NO: 1116214 +GRK F7G6T: - ONE INCH AT FULL SIZE ,• N Xa 8 ` ��19Y Department of s N j 4 0 � IF NOT ONE INCH, Transportation RECOMMENDED: CO CONTRACT N0: �o � Q tiG xg No. REVISION BY APP7 GATE Qi 18 l U P. MEUN C00965C15 I SCALE ACCORDINGLY . •lu L� Knowwhafs below. Call before you dig. METRO TRANSIT DIVISION 1 DAT SOUTH BASE AUG 2015 SWITCH GEAR AND TRANSFORMER REPLAr'' GENERAL PROJECT INFORM/ t G0.01 NO: OF 1 26 Y m a A E GENERAL NOTES SURVEY LEGEND: ABBREVIATIONS 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE C&G CONCRETE CURB & GUTTER 2014 INTERNATIONAL BUILDING CODE AND' THE LATEST AC AIR CONDITIONING HT HEIGHT PSE PUGET SOUND ENERGY TOP, TW TOP OF WALL EDITION OF THE TUKWILA BUILDING CODE. A COPY OF =a EVERGREEN ACP ASPHALT HWY HIGHWAY PSF POUNDS PER SQUARE FOOT TP TOP OF PAD THE APPROVED PLANS, MUST BE ON SITE WHENEVER Yom: AFF ABOVE FINISHED FLOOR IBC INTERNATIONAL BUILDING CODE PS POUNDS PER SQUARE INCH TPD TELEPHONE PEDESTAL CONSTRUCTION IS IN PROGRESS. DECIDUOUS ® AT ICB IRRIGATION CONTROL BOX PT POWER TRANSFORMER TRH TRAFFIC FIANDHOLE APPROX APPROXIMATELY IE INVERT ELEVATION PV POWER VAULT TSP TRAFFIC SIGNAL POLE 2. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR v LIGHT POLE APWA AMERICAN PUBLIC WORKS ASSOCIATION IHD IRRIGATION HEAD PJC POLYVINYLCHLORIDE TSS KCDOT TECHNICAL SPEC SUPPLEMENT TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL ASPH ASPHALT IRRV IRRIGATION VALVE PVMT PAVEMENT TVV TELEVISION VAULT BUILDING UTILITY LOCATIONS SHOWN AND TO FURTHER _ 0 POWER POLE WITH LIGHTAVE AVENUE JB JUNCTION BOX TW TOP OF WALL DISCOVER AND AVOID HARM TO ANY OTHER BUILDING BC BOTTOM OF CURB KCDOT MNG COUNTY DEPARTMENT R RADIUS UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED PP � POWER POLE BOL BOLLARD OF TRANSPORTATION RD ROAD TYP TYPICAL BY THE IMPLEMENTATION OF THIS PLAN. BOT BOTTOM KCRS KING COUNTY ROADS SERVICES REF FOR REFERENCE ONLY UB UTILITY BOX GP+ GUY POLE BL BREAK LINE KSF THOUSAND POUNDS PER SQUARE FOOT REQ'D REQUIRED UP UTILITY POLE 3. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS BW BACK OF WALK KST KIPS PER SQUARE INCH RHBM REFERENCE HORIZONTAL BENCHMARK UV UNDERGROUND UTILITY VAULT REQUIRED TO PROTECT EXISTING BUILDING UTILITIES, PH ¢ PHONE POLE BM, BNSK BENCHMARK LBS POUNDS R E ONLY BENCHMARK RIGHT UGV UNDERGROUND GAS VAULT EQUIPMENT OR BUILT-IN FURNISHINGS REMAINING IN WATER METER BUR BUILT-UP ROOFING LITE AREA LIGHT IRT T RIGHT VP UNDERGROUND POWER VAULT THE WORK AREA DURING CONSTRUCTION. CATV CABLE TV PEDESTAL LF LINEAR FOOT R/W RIGHT OF WAY VVENT V 4. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS 7 YARD LIGHT CB CJ CATCH BASIN CONTROL JOINT LH, L.HH LP LIGHT HANDHOLE LIGHT POLE 5 SOUTH VEF VEHIICLE EXHAUST FAN AND LOCATIONS PRIOR TO START OF WORK. GUY ANCHOR CL CENTER OF ROAD LR UTTER RECEPTACLE SB/FS SOUTHBOUND/FAR SIDE VERT VERTICAL CO CLEAN OUT LT LEFT SCL SEATTLE CITY LIGHT W WEST 5. ALL DEMOLITION DEBRIS MUST BE DISPOSED OF M WATER VALVE COM COMMUNICATIONS UTILITY VAULT LUM LUMINAIRE SDCB STORM DRAIN CATCH BASIN W/ WITH LEGALLY, OFF SITE, AT THE END OF THE EACH DAY, CONC CONCRETE MAX MAXIMUM SDMH STORM GRAIN MANHOLE WAP WIRELESS APPLICATION PROTOCOL UNLESS APPROVED BY THE PROJECT REPRESENTATIVE. FIRE HYDRANT COS CITY OF SEATTLE MB MAILBOX SE SOUTHEAST WB WEST. BOUND ;,:, CR CROWN OF ROAD MFS COMMUNICATIONS VAULT SEC SECTION WM WATER METER 0 FIRE HYD. 3 NOZZLE CSPE CHLOROSULPHINATED POLYETHYLENE MH MANHOLE SB SIGN -BUS SIGN W/O WITHOUT TYPICAL SECTION AND DETAIL CU CW CONDESNING UNIT CONCRETE SIDEWALK MHG. MHP GAS MANHOLE POWER MANHOLE SHT,SHTS SHEET, SHEETS wv WATER VALVE REFERENCING SYSTEM M GAS VALVE DI DUCTILE IRON MHSS SANITARY SEINER MANHOLE SIM SIMILAR WWF WELDED WIRE FABRIC THH Z; TELECOMMUNICATION HANDHOLE DIA, 0 DIAMETER MIN MINIMUM SMH SEWER MANHOLE YL YARD LIGHT DWG DRAWING MIC MONUMENT IN CASE SN SIGN (1) THE SECTION IS CUT ON DRAWING A101: DAY DRIVEWAY MON SURFACE MONUMENT SNE ELECTRIC SIGN SECTION NUMBER C=J t t?h CATCH BASIN STORM MANHOLE E EB EAST EAST BOUND MPH MW MILES PER HOUR MONITORING WELL SNPIL SP SIGN PILASTER SIGN POST FOH ELEVATION NUMBER sMr;(� SANITARY MANHOLE EF EN, EHH EXHAUST FAN ELECTRIC HANDHOLE N NB NE NORTH NORTH BOUND NORTHEAST SPU SQ SEATTLE PUBLIC UTILITIES SQUARE REVIEI�lED WITH 3 / 01 A3.05 MANHOLE EJ ELEV, EL EXPANSION JOINT ELEVATION NW NIC NORTHWEST NOT IN CONTRACT SS,SSMH SSCO SANITARY SEINER MANHOLE SANITARY SEINER CLEANOUT CpNIPLIANCE �1 NEPA 70 NEC DRAWING ON WHICH ;, UNKNOWN EXIST EV EXISTING ELECTRIC VALVE NO., # NUMBER STA STATION SECTION/ELEVATION APPEARS. PHH POWER HAND HOLE EW. EACH WAY NRV NON REVENUE VEHICLES SIDS STANDARDS MANHOLE fc CONCRETE STRENGTH STRENGTH NST N.T.S. NOT STEEPER THAN NOT TO SCALE STL STEEL, STAINLESS STEEL ] MAY 0 5 '101 (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: PmLil ­ POWER fy STEEL YIELD ST �� FH FIRE HYDRANT O.C. ON CENTER STD STANDARD SECTION NUMBER et�ft e, MONITOR WELL FL Fs FLOW LINE FAR SIDE OFC OHP OIL FILLER CAP OVERHEAD POWER STM STREAM SECTION DRAWING ON WHICH SECTION L UNKNOWN. UTILITY VAULT FT FOOT. FEET PAV PB PAVEMENT POWER HAND HOLE STS SVC STREET SIGN SERVICE SCALE: 1"=1'-0" A1.02` WAS TAKEN. HEATCONDITIONIWGIOUNITND IN CA, GUY GAL GUY ANCHOR GALLON _ PCCP _ D CEMENT CONCRETE PORTLAND CEMENT CONCRETE PAVEMENT SIN SOUTHWEST DISTRICT City of Tukwila AIR GAS! GASVAULT SWD SEATTLE DIVISION (3) DETAILS ARE CROSS-REFERENCED IN A SIMILAR GBO GAS BLOW OFF PCMS PORTABLE CHANGEABLE MESSAGE SIGN TC TRAFFIC CABINET BUILDING MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY SIGN GIP GALVANIZED IRON PIPE PGC ENCASED GROUND ROD TCV TRAFFIC CONTROL VAULT LETTER RATHER THAN BY NUMBER. -P GM CAS METER PKG, PK% PARKING PL PROPERTY LINE TMA TRUCK MOUNTED ATTENUATOR 0 FLAG POLE GP GR GUY POLE GRADE PP, PLP POWER POLE TEL TELEPHONE SURVEY LEGEND: BOL. BOLLARD GRS GALVANIZED RIGID STEEL PLPL PLG POWER POLE W/UGHT GUY POLE TELV TESC TELEPHONE VAULT TEMPORARY EROSION & SEDIMENT COO CLEAN OUT GV GVM GAS VALVE GAS VALVE MARKER PM POWER METER CONTROL RECEIVED STORM DRAINAGE LINE SD Y--- so HH HANDHOLE PMH POWER MANHOLE TMH TRAFFIC OR TELEPHONE MANHOLE CLQ OF TUK�ILA Hc;e HAND HOLE HORIZ HORIZONTAL PR POWER RISER TOC, TC TOP OF CURB SANITARY SEWER LINE Ss — — ss INDUSTRIAL WASTE LINE IW RN' �? FIRE DEPT CONNECTION APR 20 2016 FIRE PROTECTION LINE FP FP NOTE WATER LINE W w CONCRETE DESIGN STATED BELOW WILL SUPERCEED/GOVERN THROUGHOUT THE SET. PERMIT CENTER IRRIGATION LINE IRR IRR DIESEL RETURN LINE — DOR DOR PAD NOTES DIESEL OIL SUPPLY LINE - -- DOS DOS - 1. CONCRETE TO BE 4,000 PSI, DESIGN BASED ON F� = 2500 PSI, 7 DAY CURE, TYPE III, A/C +5%, W/C MAX RATIO 0.40, MAX SLUMP 4". GAS LINE GAS GAS --- GAS — GAS - 2. REINFORCING STEEL TO BE NO. 5 ASTM A615 GR. 50 BARS INSTALLED IN A DOUBLE MAT, 12" OC. EACH UNDERGROUND UGc UGE WAY PERIMETER BARS TO BE CONTINUOUS (8" MIN LAP OR WELD). ELECTRICAL LINE TELEPHONE LINE TEL TEL 3. CONTRACTOR TO PROVIDE SEALED CALCULATIONS AND DESIGN FOR EQUIPMENT ANCHORAGE AND EQUIPMENT lu PAD BASED ON TRANSFORMER SELECTED. PROVIDE TO KC REPRESENTATIVE MINIMUM TWO WEEKS PRIOR COMMUNICATION LINE coM coM TO INSTALL FOR APPROVAL.CONTOUR LINE ---20 — — — — 20 — — — 4. REINFORCEMENT IN CONCRETE AT MINIMUM SHALL HAVE 3" OF COVER. KnowwhaYs b@IOW. WETLAND Cull before you dig. DESIGNED: PROJECT MANAGER METRO TRANSIT DMSION �quc �toA?2,� l4Dg.RAsy'rw9 AS SHOWN & MOAZZAMI R. MO a 2015 SOUTH BASE ?F ,, '" DRAWN; AlF E NO' IT RANOTR6NSFOR ACEMENT 0. LAMPA D. PENCHECKED: I ounty GEND, DRAWING NO: a AL. iON A MOAZZAMI w RECOMMENDED: N0; me of IOfI' S G0.02 SHEET N0: OF No. - REVISION BY APP'D DATE B�IS�lS P. MR CO NOT C 5 SCALE AC INGL $ 2 26 3 v ED h / \ / I / 0 � I 0 n fl � � 1 I I d - N P�StPG / 0/ PSPN U PARKINN ^1 / t CB 4B" Ou , � ESM 199 E E EF J14o / .5 P�p n a � � T IwUIVE d LOCATION �� e — / o R r 1. 5 o� os- P 4KlNG / .Q -Q -Ir ED W.v. _ e , IE 5 16.9 E SC 45 9EE,Jn6 i n a � � T IwUIVE d LOCATION �� 1� — / o R r 1. o� os- 1 R Crs /" 7/ .Q -Q -Ir 9JL CAUTION: UNDERGROUND UTILITY LOCATION SHOWN ARE „ Ts �y1 as �\\\\ APPROXIMATE. CONTRACTOR TO .FIELD VERIFY. \ \ v _ _ _ " - \ tel- y ��J•y,/ \ , ^\`•e -a 20,x\" " �-"� �0---- _\�-, �_�-_moi �\,+`��`�`�"\\` O�SHED � 12'R.5 CME / ❑ ❑ 20 iO 0 ZG OG N ---- o SCALE IN FEET EVLP o� o .mPHI 48 s'�`---- - - - -ren 'iKRns N mm I Bo ,N co: (Imm oP,c) 41 y ,16WOL —ppBSiRL-"fx fEmER I \ � I I AW*1 NGS ETx L':CB 1 / III ❑ EB ' I 6'wo II I- I I i• 1 I � 'j � � a I - I I I I - �-��d--.} �.ra- --�- •----,---•-i--�- -- - - - it r JI 1 1� I I (loll REVISION I BY IAPP'DI DATE / OPERATIONS BUILDING ❑ I. ❑ o ' --- PARKING 9 b Q rrr POWER PND c'O \\\ ENEA9Eo \ AlN PWELF.M j o \ \ \\ \ \ \ T I I \ \ \ \ \ — CROSSI'fALK O O BE9FR wLTH Y I I\ \ NFPA 211B B EYEREENEf I I\ I I '•-\ EFNFMiER i _ � / I Q M1 NE qqee � h MAY 0 5 2DIU ,,VI "- MAINTENAN � BUILDING � City of-Tukwil BUILDING DIVI ION ❑ ❑ ❑ ❑ I I. RECEIVE CITY OF TU KV ILA Al APR 20 201g IT 7.7 PERMIT CEN R s D + \ ° 9 Knowme, belo . \ Call before you dig. DESIGNED: PROJECT MANAGER: srAI.E: METRO TRANSIT DIVISION °ATE azzAMl R. 610ATf 1 "=20' 1a cIL ITr SOUTH BASE' AUG 2015 DRAWN; APPR_ LOCATION nAln TDnnlcrnD CDl AC`� ru tof C1.00 ON flhV:79F 9 SHEET NO: OF ACCO LY 3 26 CB 48"DIA \ RIM 19.32 ASPH Y IE W 14.8 i IE S 16.9 IE SE 16.5 E E 14.6 GONC WPtK O BE 13.4 w CB 48" DIA �Of j RIM 18.71 IE SW 14.9iE SE CO , IE BEE 3.5 15.0 7 \ \ ASPH 2 C`Zq�r \ ,--6-5) LEGEND CURB REMOVAL ^^^^^ w SAWCUT ® CONCRETE REMOVAL ASPHALT REMOVAL MOTORCYCLE I �' .�' LANDSCAPE REMOVAL ®PARKING SHED I I------- �- UGE -- so -- STORM PIPE ABANDON UGE UGE,--U5.0-- EXISTING CONTOURS PHH 6 UU, J '(S �E � U E _� C,. VEAUL� SD 24"CP Fo So 3 4 7 1GE UGE / W W wP P FF'� W FP FP W P P FP FOPW EXISTING CB -2 # V 11-1 I EL 4 L� 1 o- �2 cn Oo REVIEWEDFOR 0O TH S 0 --c COMPLIANCE WI L - ➢ ®:� a° � tl Lao/ o C m MAY 0 5 2016 o CONDUIT AL 9 3 v ttJJ 1��555 UUU TRENCH �+ Tu 'la w� Ci 0f■ EE CONCSTRUCTION EQUENCE 6 & 7 9.SO GAS GAS — GAS GA GAS GA AS GA .— GAS — GAS G - S L__f oma/ I I O oa __cr _a Oa BOLO pa BOL -I 3 I � c w \ A - BIKE RACK I I I L-_- .. .. _ ... ...... i i COQ C IVACr� 1 j 4' IN CDF (FIBER OPTIC) D SCHEDULE 80 IN CONSTRUCTION SEQUENCE' POLLUTION PREVENTION NOTES: 1. FLAG LIMITS OF WORK PER PLAN. INSTALL HIGH VISIBILITY FENCE AND A. COMPLY WITH THE APPLICABLE REQUIREMENTS IN THE WASHINGTON FLASHING LIGHTS AROUND PERIMETERS OF ACTIVE CONSTRUCTION STATE DEPARTMENT OF ECOLOGY'S STORMWATER MANAGEMENT MANUAL ZONE AFTER DUSK. FOR WESTERN WASHINGTON, VOLUME II 2. INSTALL CATCH BASIN GRATE AND MANHOLE COVER PROTECTIONS. B. CONTROL DUST RESULTING FROM THE DEMOLITION OF CONCRETE PAVEMENT BY IMPLEMENTING THE APPLICABLE DUST CONTROL 3. INSTALL TREE PROTECTION FENCING. MEASURES IN BMP C140. 4. INSTALL SANDBAG OR STRAW HAY BALES AS SHOWN ON PLAN. C. PROCESS WATER SLURRY RESULTED FROM SAWCUTTING AND PAVING 5. INSTALL SUMPS, PUMPS AS REQUIRED TO CONVEY SITE RUNOFF TO BY IMPLEMENTING THE APPLICABLE SAWCUTTING AND SURFACING APPROVED DISCHARGE POINT. POLLUTION PREVENTION MEASURES IN BMP C151. 6. COORDINATE LANE .CLOSURE FOR TRENCH EXCAVATION WITH BASE D. PROTECT STORMWATER DRAIN INLETS IN THE DEMOLITION AREA AS SUPERINTENDENT AND CHIEFS. SHOWN ON THE DRAWINGS BY IMPLEMENTING THE APPLICABLE STORM INLET PROTECTION MEASURES IN BMP C220. 7. OPEN TRENCH SECTIONS SHALL BE COVERED AND SECURED AT THE END OF WORKING DAY. DESIGNED,. Q,'MOrt22 pF.WAy�9A. LAMPA DRAWN: m A. LAMPA CHECKED: re Q xAL. A. MO AZ RECOMMENDED: ENDED: No. REVISION BY AP OATS P. MELIN ® STORM DRAIN INLET PROTECTION r— Uc480V PO ER NKV HED -0 ORANGE SAFETY FENCE ococo SANDBAGS >S 24 "CP So— ' dOV: s C—IIZI7 STRAW HAY BALE UGE E UG E�UGEE �SGE FP FP TREE PROTECTION 0 — FP O 8' � NOTES O INSTALL ORANGE SAFETY FENCE OR CONSTRUCTION HIGH VISIBILITY FENCE PER WSDOT STANDARD PLAN CONC ENCASED No. 1-10.10-1 AS LIMIT OF CONSTRUCTION. BENEATH PAVEMENT SEE CONSTRUCTION SEQUENCE FOR LANE CLOSURE. --INSTALL O IF NPUMP AINITOTCCATCOHLECT SANDBAGEI Y E�RY `�U SURFACE RUNOFFSAND BASIN. CANNOT SEDIMENT FREE, oL CITY F K1i1f IL.A COLRUNOLECT DISCHARGE OFFSITE.DISCHARGED O3 IINBSTALL SANDBAGS OR STRAW HAY BALES AROUND 20 20`16 PER DETAIL 1, SEE SHEET ® INSTALL CB INSERT PER IT CENTER DISCHARGE SEDIMENT °I FREELSTORMATERING PUMP WATER TO CEI. — © INSTALL TREE PROTECTION PER CITY OF TUKWILA REQUIREMENTS, v 7O LOCATE &PROTECT ALL UNDERGROUND UTILITIES PRIOR TO THE START OF CONSRUCTION. ® SAWCUT, EXCAVATE AND REMOVE PAVEMENT AS REQUIRED FOR CONSTRUCTION. Q9 PROTECT POWER/UTILITY POLES. META I----- OX - - ! QO EXCAVATE AND REMOVE GRASS LANDSCAPING AS A FA �� REQUIRED. PROTECT IRRIGATION SYSTEM FOR ..-. —` -480V FUEL RE -INSTALLATION. TEST TO DETECT BREAKAGE AFTER CONSTRUCTION. YARD BOILER OIL LIGHTS 11 REMOVE, PROTECT, AND RE -INSTALL ALL SIGNS. -4160VAC EMERGENGY SEE SHEET C2.01. FEEDER GENERATOR FUEL © REMOVE EXISTING CROSSWALK STRIPING IF REQUIRED NOTES CONTINUED: AND TO RE -PAINT IF DISTURBED. © LOCATE & PROTECT GAS LINE. © REMOVE AND 'RELOCATE EXISTING SIGNS, SEE SHEET ® REMOVE EXISTING TREE. C2.01, FOR LAYOUT. ® REMOVE EXISTING SIGNS. © EXCAVATE AREAS TO RECEIVE NEW WORK. Q9 ABANDON EXISTING 6" CP SD LINE FROM CB -2 #9. ® REMOVE CURB AND LANDSCAPING. EXCAVATE TO SEE SHEETS C2.01 AND C1.03 FOR NEW STORM RECEIVE NEW VAULT. PIPE. 10. 10 5 0 10 20 KnowwhaYs below. SCALE IN FEET Ca II before you dig. WECT MANAGER SCALE: METRO TRANSIT DIVISION 0ATEi MOATTAR 1=10 �Rovm• TIE LOCATION NO:L9 SWITCH SOUTH BASE GEAR AND TRANSFORMER REPLACEMENT AUG 2015 EN „ty ONE I1�1 I AT � E TIO LAN DRAWMG N0: 1 E D entof C1.01 N0: T a110 SHEEP NO: OF T - 4 26 m- �m 0 o E . p 0,5: yy 3 r_'j aiN pN6. m� a`o�o TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) NOTES 1. NO EARTH DISTURBING ACTIVITY SHALL OCCUR PRIOR TO APPROVAL OF THE PLANS BY THE CITY OF TUKWILA. 2. THE IMPLEMENTATION OF THE SPECIFIED BEST MANAGEMENT PRACTICES (BMP'S) INCLUDING CONSTRUCTION, INSPECTION, MAINTENANCE, REPAIR, AND UPGRADING AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTIONS UNTIL ALL CONSTRUCTION IS COMPLETED, IS THE RESPONSIBILITY OF THE CONTRACTOR. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC). MUST BE INSTALLED AND IN OPERATION. MAINTAIN ALL ESC MEASURES DURING CONSTRUCTION. 4. TESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABUSHED. 5_ THE EROSION CONTROL FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS. SEE SPECIFICATION DIVISION 015700. 6. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 7. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL A PROTECT STOCKPILES AND STEEP CUT AND ALL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 8. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED, REPAIRED OR UPGRADED AS NECESSARY TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTIONS. 9. SHOULD CONSTRUCTION ACTIVITIES BE INTERRUPTED OR POSTPONED FOR AN EXTENDED PERIOD OF TIME, THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM EVENT. (SEE NOTES 6 & 7) 10, AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN THE TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES ON ANY UNSURFACED CONSTRUCTION ROADS AND STAGING AREAS WHERE A CONSTRUCTION ROAD EXITS ONTO PAVED AREAS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED. FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAYBE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 11.1 ANY SEDIMENT THAT IS TRACKED ONTO ADJACENT ROADS AND OTHER PAVED AREAS IMPACTED BY CONSTRUCTION ACTIVRIES SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. No. 11.2 THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE TREATED. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DIRECTLY BE DISCHARGED TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 11.3 LIMITS OF WORK (CLEARING LIMITS) SHALL BE DELINEATED BY HIGH—VISIBILITY FENCING AS FLAGGED PER NOTE 5 OF THESE NOTES. AND AS SHOWN ON THE PLANS. REVISION BY IAPP'DI DATE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) NOTES (CONT.): CATCH BASIN TESC NOTES 12. DURING THE PERIOD OF OCTOBER 1 THROUGH APRIL 30: DRAINAGE GRATE 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM 12.1 ALL CONSTRUCTION AREAS .GREATER THAN 5,000 SF THAT WATER STRUCTURE IT WILL SERVICE. ARE TO BE LEFT UNWORKED FOR MORE THAN 1 DAY AND GRATE FRAME STOCKPILE AREAS UNWORKED FOR MORE THAN 12 HOURS 2. THE BIGD SHALL HAVE A BUILT—IN HIGH—FLOW RELIEF SYSTEM SHALL BE COVERED BY ONE OF THE FOLLOWING COVER (OVERFLOW BYPASS). MEASURES: MULCH, SODDING, PLASTIC COVERING OR OTHER SEDIMENT APPROVED MATERIAL. 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD AND DEBRIS WITHOUT SPILLING THE COLLECTED MATERIAL 12.2 ALL OTHER AREAS OF EXPOSED SOILS THAT WILL BE UNDISTURBED FOR TWO DAYS DURING THIS TIME PERIOD, OR 4. PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STANDARD SEVEN DAYS DURING THE TIME PERIOD FROM MAY 1 SPECIFICATION 8-01.3(15). a THROUGH SEPTEMBER 30 SHALL BE COVERED BY AN APPROVED COVERING METHOD. THIS MAY INCLUDE, BUT IS NOT LIMITED TO MULCH, PLASTIC COVERING, NETTING OR d d SEEDING. • WHERE STRAW MULCH FOR TEMPORARY COVER IS DRAINAGE GRATE FILTERED REQUIRED, IT SHALL BE APPLIED AT A MINIMUM — RECTANGULAR RETRIEVAL WATER THICKNESS OF TWO INCHES. GRATE SHOWN SYSTEM (TYP.) • INSTALL EROSION CONTROL BLANKETS OR SOD ON ALL FINISHED GRADE SLOPES 3 HORIZONTAL TO 1 VERTICAL AND STEEPER. 13. PRIOR TO ANY DISTURBING ACTIVITY, INSTALL STORM DRAIN INLET �- I! a PROTECTION AT ALL CATCH BASIN GRATES AND LID LOCATIONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL ADD ADDITIONAL STORM DRAIN INLET PROTECTION AS NECESSARY AND AS DIRECTED ° BY THE KING COUNTY PROJECT REPRESENTATIVE. d 14. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PREVENT ANY ` PETROLEUM PRODUCTS, CHEMICAL, OR OTHER TOXIC OR DELETERIOUS MATERIALS FROM ENTERING THE GROUNDWATER OR SURFACE WATER BODIES IN ANY MANNER. THE CONTRACTOR SHALL NOT DISCHARGE ANY CLEANING SOLVENTS OR CHEMICALS UTILIZED FOR TOOL OR EQUIPMENT CLEANING TO THE GROUND. BELOW IMLtT OVERFLOW GR.ATC DEVICE BYPASS (TYP.) 14.1 REFUELING OF EQUIPMENT WILL BE CONDUCTED AWAY FROM THE WORK SITE AND EXISTING DRAINAGE FACILITIES. 15. THE CONTRACTOR SHALL NOT DISCHARGE WATER GENERATED FROMDETAILCONSTRUCTON NTs GO ACTIVITIES DIRECTLY TO ANY STREAMS, STORMSCALE: WATER SYSTEM INLETS, OR DRAINAGE DITCHES BEFORE 'INE SOLIDS HAVE SETTLED OUT OF THE WATER AND THE --TATE OF WASHINGTON WATER QUALITY STANDARDs ARE MET. A COPY OF THIS PLAN SHALL BE KEPT ON 51TE AT ALL TIMES. REVIEWEDfOR COMPLIANCE OCEPIEC� I AAY 0 5 2016 City of Tukwila I8,I15 5" MAX. TRIM OVERFLOW BYPASS BELOW INLET GRATE DEVICE SEDIMENTATION TRAP NOTES 1. INSERTS SHALL BE INSPECTED DAILY, AND AFTER SIGNIFICANT RAINFALL. CLEAN OR REPLACE INSERTS WHEN HALF OF THE TRAP IS FILLED WITH SEDIMENT. COMPLY WITH THE REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL NOTES & TESC/DEMO PLAN. 2. SEDIMENTATION TRAPS SHALL BE CLEANED AT REGULAR INTERVALS AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE. COMPLY WITH THE REQUIREMENTS OF THE EROSION AND SEDIMENTATION CONTROL NOTES, AND CONSTRUCTION SEQUENCE & TESC/DEMO PLAN. 3. INSERTS AT GRATES SHALL BE PRE—MANUFACTURED. STANDARD STRENGTH FILTER FABRIC IS ACCEPTABLE AT MANHOLE COVERS. RECEIVED CITY OF 1 UKWILA APR 20 2016 PERMIT CENTER PROJECT MANAGER: SCALE- R. MOATTAR AS SHOWN APPROVED: SITE LOCATION NO: D. CRIPPEN IBIS N0: ONE INCUAV 1116214 FULL WM REOWT. - CONTRACT NO: IF NOT C00965C15 SCALE AC GAY STANDARD STRENGTH FILTER FABRIC. LEAVE 12" MIN FABRIC COVER OVERLAP AT EDGES OF COVER. MANHOLE DETAIL 2 SCALE: NTS 21.01 15 Knowwhars below. Call before you di METRO TRANSIT DIVISION DAM AUG 2015 SOUTH BASE La SWITCH GEAR AND TRANSFORMER REPLACEMENT �I cou TESC NOTES & DETAI--N-NG: rtment ,♦ —` .02 5 26 3 ASPH LAMpq D. CRIPPEN Y IBIS NO: ON 1116214 xoRK iEW6h CONTRACT N0: J RECOMMENDED: 8 I$ I r i J P. MELIN IF C00965C1 SC E IyQ Rf� V7 O CB 48" DIA U RIM 18.71 IE SW 14.9 IE SE 16.7 IE E 15.0 BE 13.5 0 Y UGE W CO 48"DIA RIM 19.32 E W 14.8 IE S 16.9 IF SE 16.5 IF E 14.6 BE 13.4 ASPH TMPD_ -Cr Q V -a- f' �— u4 uE +E.��+.� 0 sD r_r4`CP SD--- I� w FP W FP IN G�Ln o �! REVIEWEC.FOR G n �- � COMPLIANCE WITH cn O D 0 MAY 0 5 2016 r- 0 r- 0 1 n 2.02 o. O U) CI of Tukwila. D ll CTBANKCTRICAL N rr AAII G AS GAS GAS GA �VAGAS GA AS G 1�BAS GAS— GAS/ o� 0 6 6 BOLO O Ga ov Gv Gv T_ -IT- _ _ET j -- r----- --- - B!K E r - I r L ------- ..__ h CONI m r Wq<k 4" COND SCHEDULE p I 80 IN CDF (FIBER OPTIC) C B YD GLASS/METAL RIM I GLA55/METAL AWNINGS IE N 1807 AWNINGS W 18.5 �` E 18.8 E 18.6 ® �u �E 18.8 BE 17.4 .. __. — — — _ SSD 6' C P :. �7)rnnTl1-'Nnic, No. I REVISION BY IAPP'DI DATE I LEGEND \ \ NEW CONCRETE PAVEMENT W PSK -Ct Cp1,CW i� NEW ASPHALT PAVEMENT NEW GRASS HYDROSEEDING 01 5 hq�------- —UGE— NEW UNDERGROUND ELECTRICAL I MOTORCYCLE I. ALIGNMENT IPARKING SHED I —sO— NEW 6 INCH SD PIPE L-------- ------ i UGE UGE ALI MENT UGE— Q NEW BOLLARD qr(b LP ..a. RELOCATED EXISTING SIGN 0 a 0 0 0 _ NOTES PHH UG 48OV PO ER NKV SHED . o : I PADMOUNT TRANSFORMER 750KVA. SEE 24"CP — ELECTRICAL DRAWINGS. SD s —C 2D PADMOUNT SECTIONALIZING SWITCH. SEE u �E U��E i ELECTRICAL DRAWINGS. 1 5 UG Uc 1p FP O FP FP Q 48"x48" HANDHOLE. SEE ELECTRICAL DRAWINGS. 6., WV DCV 7 ® INSTALL 644 -LA UTILITY VAULT, SEE DRAWING 11 C3.01 AND PROFILE 2 ON SHEET C1.03. { ' ; Q INSTALL 4"0 FLOORDRAIN AND DRAINPIPE AND CONNECT TO THE CONTAINMENT VAULT, S=1% MIN. 1E ( CONIC ENCASED JA BENEATH PAVEMENT r _if; .'•i:.• �;. © INSTALL 6"0 DRAINLINE AND CONNECT TO THE T:1"' `[., •=- I 3 EXISTING STDRMDRAIN LINE. (n m I 7D INSTALL NEW INTEGRAL CURB. {" "i' •' I 8 SEE DETAIL 1, END VIEW ON SHEET C3.01. : _ }'= �� IcL Q INSTALL NEW BOLLARDS, SEE DETAIL 3, ..: F 7 SHEET C2.03. SEE SHEET C3.01 FOR BOLLARD LAYOUT. ..: t�G:'•:. i': 3 =}'• `r j ( QO RELOCATED EXISTING SIGNS. SEE SHEET C3.01 .. I I FOR SIGN LAYOUT. GAS "'�"' •ASr" GA S_ 11 SEE ENLARGED PLAN DETAIL 2, SHEET C3.01. } " © NEW 4'x1' ELECTRICAL DUCTBANK, SEE SHEET . �• I �' 13 C1.03 FOR PROFILE 1. �0m \ ` 'C NEW 6" SD PVC LINE FROM NEW OIL WATER I SEPARATOR TO TIE-NTO EXISTING 6" CP LINE, SEE 1 I - SHEET C1.03 FOR PROFILE 2. I o METAi` ®EXISTING 6" SD LINE TO BE ABANDONED, SEE ASO 1. A OX F DEMOLITION SHEET C1.01. GOARD BOILER OIL FUEL LITSGENERAL NOTES C EMERGENCY FEEDERGENERATOR FUEL 1. MAINTAIN AND PROTECT EXISTING UTILITIES. .I FEEDER .j 4160VAC 2ND FLOOR 2. SEE ELECTRICAL PLANS. FEEDER OvIIIIECEIVED C 'IAF TUKWILA APR 20 2016 I • PE ,nr�� T � 1 ...:.... .: "AAAI(\ WAI.. ,,gEN',Y ER D ,D 2D / SCALE IN FEET Know whafs below. Call before you dig. DESIGNED: PROJECT MANAGER: srALE: METRO TRANSIT DIVISION DA7E 2 1"=10' AUG 2015 A. MOA MI - R. R �a� SOUTH BASE I DRAWN: APPROVED: LOCA7IDN N0: SWITCH GEAR AND TRANSFORMER REPLACEMENT tA. oRye AL LAMpq D. CRIPPEN CHECKED: A. MOAZZAMI IBIS NO: ON 1116214 xoRK iEW6h CONTRACT N0: WH AT SIZE RECOMMENDED: 8 I$ I r i J P. MELIN IF C00965C1 SC E IyQ Rf� 02.01 ND: OF 7 26 �o �E D m— �m 0 of no o� 3 -�e vow o`NN a la K N w ¢'mm a v x a /OmCwo<¢ am X:2 No. AS RECOMMENDED BY SEALANT MANUFACTURER lJ �n + O r = o I % i x W/2 +(H) (MIN 5.0') TYP W/2+ (3-D) 5.0' (MIN) W/2 +(H) (MIN 5.0') TYP W/2+ (3-D) VARIES 5.0'-7.0' (MIN) 6" WIDE YELLOW D 6" WIDE YELLOW D HIGHT VOLTAGE 1/2" AS —1 WARNING BELOW OWASU CE- —� 3.90' n TMP BY SEALANT MANUFACTURER ENDED \ r 18" BE VOLTAGEHIGHT TASURFACE- 18- F 3.90 6 2 TYP MANUFACTURER 18" BELOW SURFACE - H ORIGNAL TRENCH WALL (SEE CONSTRUCTION SEQUENCE STEPS 2 AND 3; IF H>65", THEN X=1, Y=.5 REVISION P:.0 0. 0.25' TYP. USE SPACERS ® 10' O.C. TO MAINTAIN CONDUIT POSITION 3.90' ELECTRICAL CONDUIT TRENCH SECTION — ASPHALT DETAIL 1 SCALE: NONE C2.0 BY IAPP'DI DATE VUALT SECTION 3 SCALE: NONE C2.0 EXISTING PAVEMENT ORIGNAL TRENCH WALL (SEE CONSTRUCTION 0.25' TYP. USE SPACERS @ 10' O.C. TO MAINTAIN CONDUIT POSITION IEVIEWED FCR MPLIANCE WITH NFPA 70 - NEC MAY 0 5 2016 DETAIL z ? DRAWN: APPROVED: A. TAMPA BUILDING DIVISION SCALE: NONE 2.0 NOTES: CONDUIT INSTALLATION & ASPHALT PAVEMENT REPAIR PROCEDURES 1. DIMENSIONAL ROUNDING: FOR NK A. MOAZZAMI 1. HAVE BE WIDTH/HEIGHTS, DIMENSIONS HAVE BEEN REMOVE PAVEMENT AND EXCAVATE TRENCH TO MINIMUM WIDTH REQUIRED TO ROUNDED UP TO THE NEAREST INCH. INSTALL PIPING OR CONDUIT. CONTRACT IS RESPONSIBLE FOR ENSURING THE 2. BACKFILL TRENCH TO 0.5' BELOW EXISTING SUBGRADE ELEVATION AND COMPACT BOTTOM, SIDE AND TOP MINIMUM DIMENSIONS TO 95%. ARE ARCHEIVED. ENCASEMENT OVERALL SHALL NOT EXCEED 4", UNLESS SPECIFICALLY NOTED. 3. CONSTRUCT UTILITY CONDUIT BOX. AFTER OBTAINING APPROVAL FROM THE PROJECT REPRESENTATIVE, BACKFILL REMAINDER OF TRENCH TO SUBGRADE 2. ANCHOR SPACERS WITH #4 STEEL LEVEL. REINFORCEMENT AND STEEL WIRE TIES. 4. SAWCUT EXISTING PAVEMENT TO STRAIGHT AND VERTICAL LINES AT EDGES OF THE REQUIRED PAVEMENT RESTORATION WIDTH AND REMOVE ALL MATERIAL TO LAND DISTURBANCE AND EXCAVATION QUANTITIES: SUBGRADE LEVEL AS. SHOWN. 5. SCARIFY SUBGRADE TO 0.5' MINIMUM DEPTH AND RECOMPACT TO 95%. APPROXIMATE TRENCH LENGTH 81', SEE SITE PLAN FOR MORE INFORMATION. 6. AFTER OBTAINING COMPACTION APPROVAL FROM THE PROJECT REPRESENTATIVE, PLACE AND COMPACT NEW PAVEMENT BASE AND SURFACE COURSES TO MATCH REMOVE 10' WIDE x 20' LONG CONCRETE EXISTING AS SHOWN. ASPHALT PAVEMENT 16" THICK (APPROX.) OA NEW ASPHALT CONCRETE HMA CLASS 1" PG 60 COURSE FOR BOTTOM 13" AND TRENCH IS 4.0' WIDE AND APPROXIMATELY 3' CLASS Y2" PG 60 COURSE FOR TOP 2"COMPACTED DEPTH. COMPACT AS DEEP. REQUIRED TO OBTAIN 3% TO 7% ULTIMATE IN-PLACE AIR VOIDS (2" MAX LIFTS). ASPHALT QUANTITY REMOVAL: O SCARIFY EXISTING SUB GRADE TO 0.5' MINIMUM DEPTH AND RECOMPACT TO 61'x15/12x10 = 762.5 C.F. = 29 C.Y. 95%. (APPROX.) © NEW 2" OR MATCH EXISTING BASE COURSE TO 95% COMPACTED DEPTH. EXCAVATION VOLUME: Op SAW CUT EXISTING ASPHALT PAVEMENT TO STRAIGHT LINES. AFTER PLACING 141.7 xll.5.5'+4')/2 141.75x11.5/2 = 815.06 C.F. = 30 C.Y. NEW PAVEMENT, CREATE A JOINT AND SEAL IT WITH RUBBERIZED ASPHALT (APPROX.) MEETING ASTM D-3405 & FOLLOWING THE PROCEDURES RECOMMENDED BY THE SEALANT MANUFACTURER. TOTAL LAND DISTURBANCE VOLUME= 29 C.Y. + E 30 C.Y. = 59 G.Y. UNDISTURBED SOIL. RECEIVED CONDUITS (4"4) ENCASED IN 4" REINFORCED CONCRETE (4 BARS). CITY OF Tli��-A DESIGN NOTE.• � O 2016 1. DETAILS ARE FOR GENERAL GUIDANCE ONLY. THE DESIGN ENGINEER IS RESPONSIBLE FOR APR CCI C/`TIA1(_` TCIC nA1CC TUAT ADC' ADDDADDIATC A. MOAZZAMI R. MOATTAR DRAWN: APPROVED: A. TAMPA D. CRIPPEN CHECKED: IBIS NO: 1116214 A. MOAZZAMI xam nEuwsr. RECOMMENDED: CONTRACT NO: P. MELIN 000965015 AS SHOWN La a SITE LOCATION N0: ONE INCH AT K111,�0111 Knowwhat's belOW. 0211 before you If METRO TRANSIT DIVISION DATE: SOUTH BASE AUG 2015 SWITCH GEAR AND TRANSFORMER REPLACEMENT DRAWING NO: 02.02. SHEET NO. OF 8 26 2" COMPACTED DEPTH CLASS 1.2" HMA WEARING COURSE 13" COMPACTED DEPTH CLASS 1" HMA LEVELING COURSE —2" GRAVEL SUBBASE SCARIFY SUBGRADE TO 2" DEPTH MINIMUM AND RECOMPACT TO 95% TYPICAL NEW ACP PAVEMENT SECTION DETAIL 1 SCALE: 1"=1'-0" 2.0 i "2 3 n N a`oin a I n W U 2 F o: N w¢m< U Xa da ow�w jo a No. REVISION >ax� FOR AC CLASS, OR CLASSES, AND TOTAL COMPACTED THICKNESS SEE DETAIL 1. DO NOT EXCEED THE MAXIMUM THICKNESSES SPECIFIED IN VOLUME 2. SECTION 5-04.3(9) WHEN PLACING EACH LAYER OF AC --� 0.50'0.50' MIN MIN OVERLAP PAVEMENT LAYERS AS SHOWN OR CONSTRUCT JOINT PER DETAIL '3 BASE AND SUBBASE COMPACTED DEPTH AND MATERIAL PER DETAIL 1 CONSTRUCTION JOINT TYPE 1 DETAIL 2 SCALE: 1"=1'-0" 2.0 VEHICLE DESIGN STATIC LOAD "P" Etil.�-. PI B01_U�RU EARTH PIER HT. VERT. REPA2HOOP (PIER )"FRENCH PIE -P PIER AT 27 INCHES ABOVE GRADE (NTS) B" INSTALL TOP OF CONCRETE AND 1.910, 620 ANCHOR POST AT GRADE rl.'c' (INCH ,,d INCH 6 1iA. D USE NOTED PIER � n+" 11„ DIAMETER SONOTUBE 2.44 Q" ;'.00;u IF NEEDED TO AVOID 1_ IrlL.H .a5 Ini F! o LA. CAVE IN AT TOP I OOiiO ! N 3.088" ROUND POST ANCHOR NCH -8 INCH I, 6 115^-.. SLEEVE BY TRAFFICGUAR AT CENTER OF PIER / 7 Ell _? 27 4103 ^SF -H 16, FA..16 4,000 PSI CONCRETE LLu — 14" PIER AT NOTED / DIAMETER & HEIGHT 500" 4 0%b" SI 4 INCH JO IN(-, cd / #4 VERTICAL REBAR 3 1 ti o AT NOTED QUANTITY N -- O•=r" & LENGTH. _.. __ 54 INCH 60 INCH_ r flA. PVC DRAIN PIPE 18 9 18' AT LENGTH FROM 5.663 / ROCK TO BOLLARD / UCi IN H JU INCH 8 1A. AT DIAMETER TO Ib 1. ZO. MATCH BOLLARD 5 i6.3 0 4 7 2975, 'SF c6 INCH 62. INCH 8 F; #3 REBAR HOOP LIES AT THE NOTED a +I PIER DIAMETER MINUS 6.625 6.065" 4" WITH 12" TIE LAP ' 9 4A.111 INSTALLED AT 2" CLEAR 1 S" 12" 24" FROM TOP & BOTTOM N 6 P65" OF PIER AS SHOWN 78 II C H / INE:H, �;}; EARTH PRESSURE 3050 MAX PSF 3 INCHES MIN.Y,: . . .-.Y ::: .•D STRESS DIAGRAM THICK ROCK �i'•�i�i'�i'�i'�ifi�%i� FRENCH D•• -1. 1• PIER BASE. BOLLARD BY IAPP•DI DATE ORCE DETAIL SCALE: NONE 2.0 CONSTRUCTION DATA SCHEDULE RPAS 1. THE DESIGN LOAD IS A STATIC LOAD "P" APPLIED AT 27 INCHES ABOVE GRADE. 2. THE EARTH PRESSURE VALUE IS SHOWN AT DESIGN LOAD AND THE OWNER SHOULD VERIFY THAT THE EARTH IS ADEQUATE TO WITHSTAND THE NOTED EARTH DESIGN PRESSURE. _ 3. ANCHORAGE SYSTEMS BY OTHERS THAN TRAFFICGUARD MAY CAUSE PREMATURE FAILURE OFI THE REVIEWED .FOR BOLLARD. COMPLIANCE WITH DESIGN FORMULA: EARTH PRESSURE MAXIMUM gMAX = 3888 P / DB(A+B)"tl1=nA7®. NEC NOT=: CONCRETE FORM. R30K, PVC DRAIN AkID PEBCR PROVIDED BY OTHERS Etil.�-. PI B01_U�RU EARTH PIER HT. VERT. REPA2HOOP (PIER )"FRENCH PIE -P PIER PER _ LOAD P O A Diu. Ins DL . "Q" MAX. "C" MIN. E_ENGThi O'Y TIES CONCRETE 1DRFIN "D" A" B" fO0 1.910, 620 997 PSF rl.'c' (INCH ,,d INCH 6 1iA. 6 Cu FI 1 %' F n+" 11„ 20U 2.44 Q" ;'.00;u 1:]84 PSF 1_ IrlL.H .a5 Ini F! o LA. _ Cu F1 _ cF _1. I OOiiO ! 3.500 3.088" 2'-0i PST'{L NCH -8 INCH I, 6 115^-.. Cu Ft u.5 CF-�18_L%" tq 4.500 _? 27 4103 ^SF 42 INCH 39 INCH'. 16, FA..16 Cu, F1 C.i CF LLu — 14" nt)JV S 500" 4 0%b" SI 4 INCH JO IN(-, cd uf,. 8 u I t 1G 5 t i' 3 1 ti i d _.. 106004 --- 5.563 -- O•=r" .. 4114 _.. __ 54 INCH 60 INCH_ r flA. — 8 Cu Ft ( 18 9 18' 10005)5 5.663 _ )ar xi )U SF_ UCi IN H JU INCH 8 1A. — I -- ' C, Ft Ib 1. ZO. 10000# 5 i6.3 0 4 7 2975, 'SF c6 INCH 62. INCH 8 F; i; Cu F1110,5, CF i5 15000# 6.625 6.065" 3750 PSF 72 INCH 68 INCH i— 9 4A.111 Cu Ft 0.5 CF 1 S" 12" 24" 1'N)OUIE r'..5 6 P65" 51x5 P 78 II C H / INE:H, �;}; 117 Cu t i i F 18 1" 26' 15U0C1 eGrJ 6.COS" J 4� P,I �oU INCH b INCH!i li: I `rCu t1 ib F 5J I10 U' 15001';= GGJ' E Dos" 3 „ F 5 i INCH 6 Ih i / FAQ Uu Ft. _. F ib L. 9_ 18" PIER ELEVATION SECTION MAY 0 5 2016 —city Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 2 0 2016 NOTE REFER TO RPAS-2 FOR LOADS, BOLLARD AND REBAR THE ANCHORAGE QUANTITIES, AND EARTH PRYSTEM OESSURES DESIGN PERMIT CENTER THIS IS A GUIDELINE FOR ESTIMATING, SITE SPECIFIC CONDITIONS SHOULD BE VERIFIED, DESIGN NOTE.• 1. DETAILS ARE FOR GENERAL GUIDANCE ONLY. • THE PAVEMENT ENGINEER IS RESPONSIBLE FOR SELECTING THE ONES THAT ARE e APPROPRIATE FOR EACH INDIVIDUAL PROJECT AND FOR MODIFYING THEM AS MAY BE NECESSARY TO MEET THE PAVEMENT DESIGN CRITERION. KnowwhaPs below. Call before you dl DESIGNED: PROJECT MANAGER: SCALE: DATE - A, Oe� METRO TRANSIT DIVISION RASy�W A. MOAZZAMI R. R AS SHOWN SOUTH BASE AUG 2015 DRAWN: APPROVED: RovED: SITE LOCATION No: SWITCH GEAR AND TRANSFORMER REPLACEMENT A. LAMPA D. CRIPPEN gNT� CHECKED: IBIS R1. ONE INCH A CouLa I Q`VV��VVV��' DRAWING No: •"" - - 1116214IIIIIIIIIIIIIIF ULL SI A. MOAZZAMI „ dr, I. p4ent of 8/I8 P. MELIN I C009 C2.03 NO: OF 9 26 0 - a 0 I o� �m E a ua I x E o `o w y o m r � o_ o� I ami X 3� N m N v m x 0 be m—a �mNa _ oErn�l' I m 7 xa o� O v N � N I aNVIa I U U =00o I fcf It rn0 ¢ -M xw �auip OF�w No. >ax� L 6.0' PLAN VIEW RIM EL. = 20.00 _ I.E. IN 17.30 I.E. IN 17.10 I.E. OUT 17.30 I.E. OUT 17.10 6" SD PIPE 6" OUTLET PIPE TIE—INTO EXISTING 6" SD PIPE ih I 7n I.E. 15.33 8" DIA SUMP SECTION AA REVISION BY IAPP'DI DATE 644—LA VAULT DETAIL 1 SCALE: NONE 3.0 ?PIPE TO EXISTING STORM DRAIN LINE 4" PIPE FROM TRANSFORMER PAD BOLLARDS TYP. \0 �— a RELOCATED 2 SIGNS TYP. El 150'1@ 5' SPACES 1 26.2 2.5' 2.5' C, 0 of rr—/ Oj c v \ O� U- \ / - 'I 'IT - 5.7' 5.7' 2.5' O1� of 9_n r 0 1 5' I II I LEGEND 4'—C)" ` j NEW BOLLARD END VIEW RELOCATED EXISTING SIGN REVIE NCE WITH COMPLIANCE NFPA 70 - NEC MAY 0 5 2016 city6fluWfla BUILDING DIVISION IB/l� LP PHH cP I I I I ELEC M 1.2' VAULT 0 ui �� c 0 DCV Q 8.5' 3.3' 11.3' O c ENLARGED PLAN RECEIVED DETAIL r2CITY OF TUKWILA SCALE: 1 " = 5' 3.0 APR 20 2016 PERMIT CENTER ' Knowwhafs below. 0211 before you dig. E: METRO TRANSIT DIVISION ""E AS SHOWN AUG 2015 LOCATIONND.SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT UNEINC9000IityDRAWING No: NO: t10r1 SHEET N0; OF 10 26 3 C7 Y V U P �3 0 ✓� NW fll Q / IA I tt m o � m o � SOX O y a �- m3v y r�m o m E i' �N� 06M � /N � �+ N X �, O . - a' I �3 o'^ w o+ d O N --`Vma o��a w '- N v/i¢�� U .. X G w O O w � N � W jO�Q >ax� No. ONE -LINE DIAGRAM ALL DEVICES THIS SECTION TO BE 3 POLE UNO, RATINGS AS INDICATED. COMBINATION MOTOR STARTER DUPLEX UNO, MOUNTING HEIGHT TRANSFORMER, SECONDARY TO BE 18' AFF UNO VOLTAGE. PHASE AND RATING mfg INDICATED AS APPLICABLE, 1 GROUND FOURPLEX FUSE 400 HANDHOLE AS NOTED SPECIAL PURPOSE RECEPTACLE, CIRCUITBREAKER —o40 SWITCH --o�� FUSED SWITCH IA REVENUE GRADE METER AND CONNECTION POINT TO ENCLOSURE EQUIPMENT SPECIFIED CURRENTTRANSFORMER FURNISHED AND INSTALLED BY TRANSFER SWITCH —� CONTROL RELAY COIL —i �- CONTACT, NORMALLY OPEN - CONTACT, NORMALLY CLOSED —�� SEPARABLE SPLICE © GROUND FAULT PROTECTION S© SHUNT TRIP CONNECTION ENCLOSURE UNO SURGE SUPPRESSOR (MOV) OSCHEDULE FEEDER TAG -SEE FEEDER FOR FURTHER INFORMATION CONDUIT AND RACEWAY ALL CONDUCTORS INCLUDING NEUTRAL AND GROUND SHALL BE SIZED TO MATCH OR EXCEED OVERCURRENT PROTECTION DEVICE PER NEC, 2#12, 1#12G MINIMUM UNO. ALL CONDUITS SHALL BE SIZED TO MATCH OR EXCEED QUANTITIES AND SIZES OF CONDUCTORS PER NEC, 3/4' MINIMUM UNO. HOME RUN, DESTINATION SHOWN, pi CIRCUIT NUMBERS PRECEDED BY PANEL NAME, SEE PANEL SCHEDULE, ARROW DOES NOT ALWAYS POINT TO PANEL ABOVE GROUND CONDUIT AND CONDUCTORS, CONCEALED UNO, EXPOSED CONDUITS SHALL BE GRS PAINTED TO MATCH THE STRUCTURE, EMBEDDED CONDUITS SHALL BE SCHEDULE 40 PVC UNO. UNDERGROUND CONCEALED —UGE— CONDUIT AND CONDUCTORS, SCHEDULE 40 PVC UNO. -� CONDUIT DOWN CONDUIT UP CONDUIT STUBBED AND CAPPED ASSHOWN S CONDUIT CONTINUED POWER FOR RECEPTACLES IN THIS SECTION, WP DENOTES WEATHERPROOF WHILE -IN -USE BOX AND GF] RECEPTACLE. FOR ALL OTHER DEVICES, WP DENOTES NEMA 3R ENCLOSURE UNO. FUSED DISCONNECT SWITCH. SIZE ff' INDICATED, (60 = SWITCH RATING, 60140 40 = FUSE RATING) 3 POLE UNO, NEMA 1 ENCLOSURE LINO REVIEI CONVENIENCE RECEPTACLE - COMBINATION MOTOR STARTER DUPLEX UNO, MOUNTING HEIGHT 3 TO BE 18' AFF UNO NFPA 7® ® NEC 3 = CIRCUIT NUMBER NUMBER OF POLES AS REQUIRED CONVENIENCE RECEPTACLE - a FOURPLEX QJ JUNCTION BOX HANDHOLE AS NOTED SPECIAL PURPOSE RECEPTACLE, M V DESIGNATION AND AMPERAGE AS ®,A' INDICATED, OR SHOWN IN THERMOSTAT SCHEDULE, SEE SPECIFICATIONS O CONNECTION POINT TO BUILQING DIVISION EQUIPMENT SPECIFIED ® FURNISHED AND INSTALLED BY ABBREVIATIONS OTHER TRADES. RACEWAY, E5.01 ELECTRICAL DETAILS CONDUCTOR AND CONNECTION BY ELECTRICAL CONTRACTOR. E5.02 ELECTRICAL ELEVATIONS NONFUSED DISCONNECT SWITCH. SIZE 30A UNLESS INDICATED E5.03 ELECTRICAL ELEVATIONS E5.04 ELECTRICAL DETAILS OTHERWISE, 3 POLE LINO, NEMA i NORTH ARROW ENCLOSURE UNO FUSED DISCONNECT SWITCH. SIZE ff' INDICATED, (60 = SWITCH RATING, 60140 40 = FUSE RATING) 3 POLE UNO, NEMA 1 ENCLOSURE LINO REVIEI COMBINATION MOTOR STARTER -FOR COMPLIANCE WITH AND DISCONNECT, SIZE PER MANUFACTURER REQUIREMENTS, NFPA 7® ® NEC PIAN %A1 NUMBER OF POLES AS REQUIRED a PANEL MAY 0 5 2016 ^� HANDHOLE AS NOTED M V MOTOR CONNECTION E1.02 PARTIAL ELECTRICAL SITE PLAN J THERMOSTAT CityAlTukwila O GROUND ROD BUILQING DIVISION E4.02 ELECTRICAL ROOM ENLARGED PLAN E2 1/E2 ABBREVIATIONS DRAWING CONVENTIONS SHEET INDEX E0.01 ELECTRICAL SYMBOLS AND ABBREVIATIONS PIAN %A1 DETAILJSECTION TITLE UNDERLINE, E0.02 ELECTRICAL CONSTRUCTION PHASING NOTES SCALE: 1/4'=T4 E1 E1= SHEET WHERE REFERENCED E1.01 ELECTRICAL SITE PLAN E1.02 PARTIAL ELECTRICAL SITE PLAN E4.01 ELECTRICAL ROOM ENLARGED PLAN 1 1 = DETAIUSECTION NUMBER E4.02 ELECTRICAL ROOM ENLARGED PLAN E2 1/E2 E2= SHEET WHERE SHOWN E5.01 ELECTRICAL DETAILS E5.02 ELECTRICAL ELEVATIONS E5.03 ELECTRICAL ELEVATIONS E5.04 ELECTRICAL DETAILS Z NORTH ARROW E6.01 ONE -LINE DIAGRAM E6.02 PHASE t ONE -LINE DIAGRAM E6.03 PHASE 2 ONE -LINE DIAGRAM O3 NOTE E6.04 PHASE 3 ONE -LINE DIAGRAM E6.05 GROUNDING DIAGRAM Q REVISION REFERENCE EQUIPMENT ID TAG - ® SEE EQUIPMENT SCHEDULE FOR GENERAL NOTES FURTHER INFORMATION, e�_JM 1 COORDINATE EQUIPMENT LOCATION 1 THE OPERATION OF THE FACILITY WILLTAKE PRECEDENCE OVER THE WITH ASSOCIATED MECHANICAL, WORK OF THE CONTRACTOR IT IS THE RESPONSIBILITY OF THE CIVIL, ETC. PLANS CONTRACTOR TO COORDINATE CONSTRUCTION WITH KC METRO PHASING NOTE - PERSONNEL TO MINIMIZE DISRUPTION TO THE FACILITY. OSEE SHEET E0.02 FOR FURTHER 2. OUTAGES INFORMATION ARE TO BE MINIMIZED. PROCEED WITH EACH OUTAGE ONLY AFTER APPROVAL FROM KC METRO PERSONNEL IS GIVEN. 3. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS AND CONDITIONS, WHICH MAY AFFECT THE WORK REQUIRED FOR THIS PROJECT PRIOR TO THE BEGINNING WORK. 4. VERIFY LOCATIONS OF OTHER UTILITIES PRIOR TO COMMENCING WORK, PROVIDE REQUIRED CLEARANCES FROM OTHER UTILITIES, BUILDINGS, AND FREESTANDING STRUCTURES, DURING INSTALLATION OF CONDUITS, CABLES, ETC. 5. MEET ALL REQUIREMENTS OF THE NEC AND AHJ FOR INSTALLATION AND CONSTRUCTION. RECEIVED 6. ALL WIRING SHALL BE COPPER XHHW UNLESS NOTED OTHERWISE. TU K W I LA T NOT ALL COMPONENTS6 E SHOWN CITY OF (OR CLARITY). ROV D. MATERIALS ANDALABOR NECESYSTEMS SSARY FOR A COMPLETE AND OPERATIONAL SYSTEM APR 20 2016 PERMIT CENTER A AMMETER, AMPERE CLF CURRENT LIMITING FUSE GRC,GRS GALVANIZED RIGID STEEL LINO UNLESS NOTED OTHERWISE AC ABOVE COUNTER CLR CLEAR E EMPTY, EXISTING N NEUTRAL, NEW R RELAY UPS UNINTERRUPTIBLE POWER SUPPLY AFF ABOVE FINISHED FLOOR CM CIRCULAR MILS EF EXHAUST FAN HH HANDHOLE NC NORMALLY CLOSED RM ROOM AFG ABOVE FINISHED GRADE COMM COMMUNICATIONS ELEC ELECTRICAL HP HORSEPOWER NEUT NEUTRAL V VOLTMETER, VOLT AHJ AUTHORITY HAVING JURISDICTION CONIC CONCRETE ELEV ELEVATION, ELEVATOR HPS HIGH PRESSURE SODIUM NO NORMALLY OPEN, NUMBER SCHED SCHEDULE AIC AMPERE INTERRUPTING CAPACITY CONT CONTINUED EMT ELECTRICAL METALLIC TUBING HWH HOT WATER HEATER NIC NOT IN CONTRACT SEC SEATTLE ENERGY CODE W WIRE, WATT ANN ANNUNCIATOR CPT CONTROL POWER TRANSFORMER EXIST EXISTING NP NAMEPLATE SO SMOKE DETECTOR W/ WITH ASYM ASYMMETRICAL CR CONTROL RELAY IC INTERRUPTING CAPACITY NREC NON-RESIDENTIAL ENERGY CODE SHT SHEET WHO WATTHOUR DEMAND METER ATS AUTOMATIC TRANSFER SWITCH CT CURRENT TRANSFORMER F,FU FUSE SUPV SUPERVISOR W/0WITHOUT AUX AUXILIARY CTRL CONTROL FACP FIRE ALARM CONTROL PANEL JB,J-BOX JUNCTION BOX 0 PHASE, DIAMETER SW SWITCH WP WEATHERPROOF CU COPPER FBOIC FURNISHED BY OTHERS INSTALLED BY P PANEL, POLE SYM SYMMETRICAL BF BALLAST FACTOR CONTRACTOR KCM THOUSAND CIRCULAR MILS PB PUSH-BUTTON XFMR TRANSFORMER BLDG BUILDING DEC DEDICATED DIALER CIRCUIT FLUOR FLUORESCENT PF POWER FACTOR T THERMOSTAT BRKR BREAKER DEM DEMAND FSA FIRE SYSTEM ANNUNCIATOR LC LIGHTING CONTACTOR PH PHASE TB TERMINAL BLOCK TRANSFORMER DEMO DEMOLITION FT FOOT PIR PASSIVE INFRARED BANK C CONDUIT DIM DIMENSION FVNR FULL VOLTAGE NON -REVERSING M MAGNETIC COIL PN POST INDICATOR VALVE TEL TELEPHONE CAN CABLETELEVISION DISC DISCONNECT MCC MOTOR CONTROL CENTER PNL PANEL TTB TELEPHONE TERMINAL BOARD CB CIRCUIT BREAKER ON DOWN G,GND GROUND MH MANHOLE, METAL HALIDE POMB POSITION ORIENTED MOGUL BASE TYP TYPICAL CCN CLOSED CIRCUIT TELEVISION DS DISCONNECT SWITCH GA GAUGE MIN MINIMUM (SOCKET) CKT CIRCUIT DWG DRAWING GALV GALVANIZED MOV METAL OXIDE VARISTOR PS PRESSURE SWITCH UG UNDERGROUND , o a CENTER LINE DZ DAYLIGHT ZONE GFI GROUND FAULT INTERRUPTER MTG MOUNTING PSE PUGET SOUND ENERGY UH UNIT HEATER Knowwhafs below. Call before you dig. oESKA&D PROJECTh%KkCFA SOALE METRO TRANSIT DIVISION DATE: C.R D. RALPHS R MOATTAR AS NOTED AUG 2015 dt s SOUTH BASE EECON ASSOCIATES, INC DRAWN' APFRWED: SITELCCATIONI O .'� SWITCH GEAR AND TRANSFORMER REPLACEMENT Carettltbp ENGINEERS • CONSULTANTS 0 C. SMITH P. MELIN IMM CHRWfH� ROAD, SLIME 330 EINCH AT FULL SIZE C.O S.Fl!N aditf g E07 SEATnF WASHINGMIN 26195 CVfGYED. IB151JJ DMWIM.,�A. � �4A BBOI TELCAO)243-a= ,�v 1116214 MID 62-5822 F. LM62?eBW FAX CM) Z0426 A��o £ 0.SIATERUS ��: m of E O EO.01 ZONAL 8/10/15 REcanaw®: CONTRACT NO. po n SIEETM1O. of REVISION BY APPD DATE OTO SCALE D. cwPPEN C00965C15 A Y 12 26 CONSTRUCTION PHASING NOTES CONSTRUCTION PHASING NOTES (CONTINUED) OUTAGE NOTES 3. DEMOLISH EXISTING TRANSFORMER AND MODIFY 4,160 V SWITCHES. DE -ENERGIZE 4,160 V SWITCHES AND THE EXISTING TRANSFORMER BY OPENING, 31 TAGGING OUT AND LOCKING OUT THE DISCONNECT SWITCH NEW PADMOUNT 51-U-502 AT COMPONENT SUPPLY CENTER SUBSTATION A (MEZZANINE). INSTALL SAFETY GROUNDS. 3.2. REMOVE EXISTING SB MAINTENANCE BUILDING TRANSFORMER. 3.3. REMOVE EXISTING SB MAINTENANCE BUILDING MAIN BREAKER SWITCHBOARD SECTION AND PROVIDE TEMPORARY COVER FOR THE REMAINING SWITCHES AND SWITCHBOARD. 3.4. REMOVE EXISTING 4,160 V SWITCHES 51-U-511 AND 51-U-512. 3.5. INSTALL NEW JUNCTION BOX IN PLACE OF REMOVED 4,160V SWITCHES. PULL IN SHIELDED POWER CABLE BETWEEN NEW SWITCH 51-U-512 AND THE NEW 3.6. JUNCTION BOX. INSTALL 600 AMP DEAD BREAK ELBOWS TO RESTORE 4,160 V LOOP. TEST 4160V CABLES, 3.7. REMOVE SAFETY GROUNDS AND RESTORE 4,160 V LOOP. 6. DECOMMISSION AND REMOVE EXISTING SWITCHBOARD. 7 INSTALL NEW 480V MAIN BREAKER VERTICAL SECTION WITH NEW SWITCHBOARD. COMMISSION MAIN BREAKER. . 8 INSTALL CONDUITS BETWEEN CONDULETS AT THE TEMPORARY DISCONNECTS AND THE NEW 480V MAIN BREAKER SECTION. 9 TRANSFER MAIN FEEDER CABLES FROM TEMPORARY DISCONNECTS TO NEW 480V MAIN BREAKER. � OUTAGE NOTE 2 9A OUTAGE NOTE NOTE DURATION IMPACT 1. CONSTRUCT NEW TRANSFORMER, OUTDOOR SWITCHGEAR AND DUCT BANK. 4. INSTALL NEW SWITCHBOARD DISTRIBUTION SECTION. A. 4 HRS ALL OF MAINTENANCE BUILDING Q:� BECON ASSOCIATES, INC Cadfp' ENGINEERS - CONSULTANTS 1907 Ron A� 9I1e I6O7 16900 CHR18fEtI" ROAD, 8URE390 Sb°tt/a 06DI BFATTLE, W TELMg24S=INGMN 98186 622-. ��w FAXP 24M FAX (786) 2135786 EXCAVATE AND INSTALL TRANSFORMER SPILL CONTROL OIL WATER SEPARATOR AND SHEET 15 FOR SCHEDULING PURPOSES ONLY AND SHALL NOT BE RESTORE CONCRETE PAD AS NEEDED BETWEEN NEW 4,160 V JUNCTION BOX AND EXCEPT GENERATOR (EMDP) LOADS 1.1. PIPING. RESTORE ROADWAY. 4'1' EXISTING 480 V SWITCHBOARD DISTRIBUTION SECTION. ALL OF MAINTENANCE BUILDING STILL 2. BUILDING IS OCCUPIED 24 HOURS PER DAY 7 DAYS A WEEK. TRENCH AND CONSTRUCT DUCT BANK AND HANDHOLE FOR 480 V CABLES BETWEEN PROVIDE NEW 480 V SWITCHBOARD DISTRIBUTION SECTION. COMMISSION/TEST B 15 MINS FED FROM EXISTING SWITCHBOARD 1.2 PAD MOUNT TRANSFORMER AND MAINTENANCE BUILDING. RESTORE ROADWAY. 4'2' SWITCHBOARD. C 4 HRS AFFECTED FEEDER 1.3. INSTALUCONSTRUCT SWITCHGEAR PAD. PROVIDE SECTIONALIZING SWITCH. SCHEDULE WITH OWNER'S REPRESENTATIVE MINIMUM 7 DAYS PRIOR TEMPORARILY POWER NEW 480 V DISTRIBUTION SECTION FROM SECOND TEMPORARY ALL OF MAINTENANCE BUILDING NOW D 15 MINS CONSTRUCT CURB TO PROVIDE ALLOWANCE FOR MINIMUM OF 18' COVERAGE OF DUCT 4.3. 600 AMP DISCONNECT. FED FROM NEW SWITCHBOARD 1.4. BANK AT NORTH END. 2:30PM TO 11:00PM. DE -ENERGIZE 4,160 V CABLE BETWEEN SERVICE SWITCHGEAR SWITCH 51-U-509 AND SB 5. TRANSFER FEEDER CIRCUITS FROM EXISTING SWITCHBOARD TO NEW SWITCHBOARD. 3. MOVE TRANSFER SWITCH FEEDER ON A SATURDAY TO HAVE LEAST 1.5. MAINTENANCE BUILDING SWITCH 51-U-511. LOCK OUT AND TAG OUT BOTH SWITCHES. 5.1. DISCONNECT FIRST FEEDER. INSTALL SAFETY GROUNDS. REQUIRED STANDBY SYSTEMS AFFECTED BY THIS MOVE, INCLUDING 5.1.1. DE -ENERGIZE EXIST SWITCHBOARD. B TRENCH AND INSTALL DUCT BANKS FOR 4,160 V CABLES BETWEEN VAULT, PAD MOUNT • 5.1.2. DISCONNECT FEEDER AT BREAKER. C 1.6. SWITCHES AND PAD MOUNT TRANSFORMER. CUT TOP OF EXISTING SWITCHGEAR OR CAREFULLY CUT CONDUIT AT TOP OF GENERATORS, ETC. ARE IN PLACE PRIOR TO MOVE 1.7. INSTALUCONSTRUCT TRANSFORMER PAD. PROVIDE TRANSFORMER. 5.1:3. GEAR. OUT OF GEAR. I REVIEWED 1 CUT MEDIUM VOLTAGE CABLES IN HANDHOLE HH -MV, AND TERMINATE WITH 600A 5.1.4. PULL CONDUCTORS -FOR r>RMCTMMAGIR DEADBREAK SPLICE ELBOWS. PROVIDE TWO MEDIUM VOLTAGE FEEDERS FROM HH -MV 5.1.5. RE-ENERGIZE EXISTING SWITCHBOARD. H WITH COMPLIANCE � ilj I 1 8 TO NEW SECTIONALIZING SWITCH, TERMINATE, AND CONNECT TO SWITCH AND SPLICE 5.2. REMOVE EXISTING CONDUIT FROM FEEDER CONDUCTORS. 1 7® SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT ELBOWS IN HH -MV. 5.21. DISCONNECT CONDUIT AT FIRST (FROM SOUTH WALL OF ROOM) COUPLING. I= PA NEC N F 1.9. REMOVE LOBO ON UTILITY AND SAFETY GROUNDS. E INCH AT FULL SIZE 5.22. SLIDE REMAINING CONDUIT OFF OF CONDUCTORS. _ 1.10. COMMISSION NEWTRANSFORMER AND MV SWITCHGEAR. 5.3. CONSTRUCT NEW CONDUIT. [AAY o 2016 1116214 "''� INSTALL MOGAL SERIES C-CONDULETAT END OF REMAINING CONDUIT, 5 FEET E I O RUC 2 INSTALL 480 V FEEDER. Eo.02 5.3.1. FROM SOUTH WALL, WITH CONDUCTORS EXTENDING OUT OF COVER OPENING. Erb CORE DRILL MAINTENANCE BUILDING WALL FOR FEEDER CONDUIT INSTALLATION. rnn°acp, 10 DTO H..L . 11im 21. GROUT WATERTIGHT AND PAINTTO MATCH EXISTING. 13 26 5.3.2. DE -ENERGIZE NEW SWITCHBOARD. D INSTALL CONDUITS TRANSITIONING FROM DUCT BANK UP WALL OF MAINTENANCE 5.3.3. CONNECT CONDUCTORS TEMPORARILY TO NEW SWITCHBOARD. , Ci �y of Tukwila City 2.2 BUILDING. 5.3.4. RE-ENERGIZE NEW SWITCHBOARD. BUILDING DIVISION INSTALL MAINTENANCE FEEDER CONDUITS IN BUILDING WITH OVERSIZED CONDULETS EXTEND CONDUIT FROM MOGAL SERIES C-CONDULET TO ENTRY POINT IN NEW 5.3.5. V 2.3. LOCATED ABOVE TEMPORARY DISCONNECTS (ENCLOSED BREAKERS). SWITCHBOARD. CONCRETE ENCASE BUILDING FEEDER CONDUITS TO REDUCE LENGTH OF RACEWAY 5.4. MAKE FINAL FEEDER CONNECTION. 2.4. INSIDE BUILDING. 5.4.1. DE -ENERGIZE NEW SWITCHBOARD. D INSTALL TEMPORARY WIRE GUTTER OVER CONDULETS. ROUTE FEEDER WIRES TO TWO 5.4.2. CUT CONDUIT OPENING IN SWITCHBOARD. 25. (2) 600 A TEMPORARY DISCONNECTS. ALLOW SUFFICIENT SPACE IN WIREWAY TO COIL 5.4.3. LAND CONDUIT/FITTING IN SWITCHBOARD. RECEIVED ENOUGH SLACK WIRE FOR FINAL PULL INTO NEW MAIN BREAKER. 5.4.4. CONSTRUCT CONDUIT FOR FEEDER TO NEW SWITCHBOARD. CITY OF 1i 1 K ✓t /' 1 A CITY L/1 PROVIDE 600 AMP FEEDER FROM FIRST TEMPORARY DISCONNECT TO SPARE 600 AMP 5.4.5. PERFORM FINAL PULL OF FEEDER CABLES INTO SWITCHBOARD THROUGH NEW i lJ I� YY BREAKER IN EXISTING SWITCHBOARD. USE THE EXISTING SPARE 600 AMP BREAKER TO A CONDUrr. 2.6. POWER MAINTENANCE BUILDING DURING DEMOLITION OF EXISTING TRANSFORMER AND 5.4.6. RE-ENERGIZE SWITCHBOARD AND FEEDER. APK^ O 2016 MAIN CIRCUIT BREAKER SWITCHBOARD SECTION, REPEAT SECTION 5 FOR EACH FEEDER, TRANSFER SWITCH FEEDER SHALL BE LAST n 5.5. FEEDER TRANSFERRED. 3. DEMOLISH EXISTING TRANSFORMER AND MODIFY 4,160 V SWITCHES. DE -ENERGIZE 4,160 V SWITCHES AND THE EXISTING TRANSFORMER BY OPENING, 31 TAGGING OUT AND LOCKING OUT THE DISCONNECT SWITCH NEW PADMOUNT 51-U-502 AT COMPONENT SUPPLY CENTER SUBSTATION A (MEZZANINE). INSTALL SAFETY GROUNDS. 3.2. REMOVE EXISTING SB MAINTENANCE BUILDING TRANSFORMER. 3.3. REMOVE EXISTING SB MAINTENANCE BUILDING MAIN BREAKER SWITCHBOARD SECTION AND PROVIDE TEMPORARY COVER FOR THE REMAINING SWITCHES AND SWITCHBOARD. 3.4. REMOVE EXISTING 4,160 V SWITCHES 51-U-511 AND 51-U-512. 3.5. INSTALL NEW JUNCTION BOX IN PLACE OF REMOVED 4,160V SWITCHES. PULL IN SHIELDED POWER CABLE BETWEEN NEW SWITCH 51-U-512 AND THE NEW 3.6. JUNCTION BOX. INSTALL 600 AMP DEAD BREAK ELBOWS TO RESTORE 4,160 V LOOP. TEST 4160V CABLES, 3.7. REMOVE SAFETY GROUNDS AND RESTORE 4,160 V LOOP. 6. DECOMMISSION AND REMOVE EXISTING SWITCHBOARD. 7 INSTALL NEW 480V MAIN BREAKER VERTICAL SECTION WITH NEW SWITCHBOARD. COMMISSION MAIN BREAKER. . 8 INSTALL CONDUITS BETWEEN CONDULETS AT THE TEMPORARY DISCONNECTS AND THE NEW 480V MAIN BREAKER SECTION. 9 TRANSFER MAIN FEEDER CABLES FROM TEMPORARY DISCONNECTS TO NEW 480V MAIN BREAKER. � 2 9A 1. ANY QUANTITIES OF WORKERS AND/OR HOURS MENTIONED ON THIS -9--6 m R o, Q:� BECON ASSOCIATES, INC Cadfp' ENGINEERS - CONSULTANTS 1907 Ron A� 9I1e I6O7 16900 CHR18fEtI" ROAD, 8URE390 Sb°tt/a 06DI BFATTLE, W TELMg24S=INGMN 98186 622-. ��w FAXP 24M FAX (786) 2135786 SHEET 15 FOR SCHEDULING PURPOSES ONLY AND SHALL NOT BE No. REVISION BY APPD DATE ko a lex C. R4Z D. RALPHS DiRM C. SMITH CNEc*-D: meq, �37 G` D. SIATERDS �0NAL 8/10/15 RE sWDED PERMIT CENTER A GENERAL NOTES 1. ANY QUANTITIES OF WORKERS AND/OR HOURS MENTIONED ON THIS SHEET 15 FOR SCHEDULING PURPOSES ONLY AND SHALL NOT BE USED FOR BID COUNTS. 2. BUILDING IS OCCUPIED 24 HOURS PER DAY 7 DAYS A WEEK. SCHEDULED OUTAGES SHALL BE TIMED TO HAVE THE LEAST AMOUNT OF IMPACT ON BUILDING'S DAILY ACTIVITIES. COORDINATE OUTAGE SCHEDULE WITH OWNER'S REPRESENTATIVE MINIMUM 7 DAYS PRIOR TO WORK REQUIRING AN OUTAGE. UNLESS APPROVED OTHERWISE, OUTAGES SHALL BE SCHEDULED WEDNESDAY THROUGH SUNDAY 2:30PM TO 11:00PM. 3. MOVE TRANSFER SWITCH FEEDER ON A SATURDAY TO HAVE LEAST AMOUNT OF IMPACT. COORDINATE WITH OWNER THAT ALL LEGALLY REQUIRED STANDBY SYSTEMS AFFECTED BY THIS MOVE, INCLUDING BUT NOT LIMITED TO EGRESS LIGHTING AND FIRE ALARM ARE • SUPPLEMENTED BY ADDITIONAL LIGHTING, FIRE WATCH, TEMPORARY ° GENERATORS, ETC. ARE IN PLACE PRIOR TO MOVE Know what's below. Call before you dig. r>RMCTMMAGIR SCE METRO TRANSIT DIVISION DATE' R MOATTAR AS NOTED WFLaaTMNO. ka SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT AUG 2015 n GVED. P. MEUN E INCH AT FULL SIZE King COulitj/ _ talsin D Wm IA' 1116214 "''� ep en'of ra rtation E I O RUC Eo.02 Erb rnn°acp, 10 DTO H..L . 11im 13 26 i _._. ----' io rvn •�- ncrvrtcs Q�sC. Rdt D. RALPHS R MOAITAR of A� DeAW. MRGAD, C. SMITH P. MEL1N GECJ @ISNo. 116214 37 ti D. SIATERUS a aysn j0NAL 8/10/15 PECOMM04DED. COMMCTND. D.CRIPPEN C00955C15 RFA CA NOTED CA AS a INCH AT FULL SFZE KinCounty GENERAL NOTES: 1. THIS PROJECT WILL REPLACE THE 5KV480V SUBSTATION IN THE MAINTENANCE BUILDING. THE REPLACEMENT PRIMARY SWITCHES AND TRANSFORMER WILL BE LOCATED OUTSIDE. NOTES: 1O ISOLATE 5KV FEEDER TO MAINTENANCE BUILDING TO ALLOW SUBSTATION REPLACEMENT. REVIEWED FOR I COPAPLIANCE WITH NFPA70-NEC i MAY 05 2016 City of Tucalla BUILDING DIVISION RECEIVED CITY OF TUKVJILA APR 2 0 2016 PERMIT CENTER ELECTRICAL SITE PLAN %1-,� SCALE: VOM SCALE: 1" DLO' — J TTT Knowwhars below. Call before you dig. METRO TRANSIT DIVISION G F AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT DR4NV WD E1.01 SIFETI40. OF 14 26 EECON ASSOCIATES, INC yep ' ENGINEERS - CONSULTANTS WI Rtll Aw SWb9D 191000HRISTMIEN ROAD. SUTrES90 seams We9"m WW1 WAS WA 5185 1W62T5871 Fax Jc'C19 6728[JD 7AS607ZYO FAX CM) 24M= No. REVISION BY APP'D DATE Q�sC. Rdt D. RALPHS R MOAITAR of A� DeAW. MRGAD, C. SMITH P. MEL1N GECJ @ISNo. 116214 37 ti D. SIATERUS a aysn j0NAL 8/10/15 PECOMM04DED. COMMCTND. D.CRIPPEN C00955C15 RFA CA NOTED CA AS a INCH AT FULL SFZE KinCounty GENERAL NOTES: 1. THIS PROJECT WILL REPLACE THE 5KV480V SUBSTATION IN THE MAINTENANCE BUILDING. THE REPLACEMENT PRIMARY SWITCHES AND TRANSFORMER WILL BE LOCATED OUTSIDE. NOTES: 1O ISOLATE 5KV FEEDER TO MAINTENANCE BUILDING TO ALLOW SUBSTATION REPLACEMENT. REVIEWED FOR I COPAPLIANCE WITH NFPA70-NEC i MAY 05 2016 City of Tucalla BUILDING DIVISION RECEIVED CITY OF TUKVJILA APR 2 0 2016 PERMIT CENTER ELECTRICAL SITE PLAN %1-,� SCALE: VOM SCALE: 1" DLO' — J TTT Knowwhars below. Call before you dig. METRO TRANSIT DIVISION G F AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT DR4NV WD E1.01 SIFETI40. OF 14 26 ONE -LINE DIAGRAM ALL DEVICES THIS SECTION TO BE 3 POLE LINO, RATINGS AS INDICATED. E2 1/E2 DUPLEX UNO, MOUNTING HEIGHT TRANSFORMER SECONDARY TO HE18'AFFLIND VOLTAGE. PHASE AND RATING' ry-ry, INDICATED AS APPLICABLE. CONVENIENCE RECEPTACLE - GROUND - FUSE 400 TD —�04 0 CIRCUIT BREAKER —oo4D0� SWITCH INDICATED, OR SHOWN IN FUSED SWITCH n 7 REVENUE GRADE METER AND CONNECTION POINT TO ENCLOSURE EQUIPMENT SPECIFIED CURRENTTRANSFORMER Flip TRANSFER SWITCH —— CONTROL RELAY COIL —� �— CONTACT, NORMALLY OPEN ELECTRICAL CONTRACTOR CONTACT, NORMALLY CLOSED — >) SEPARABLE SPLICE ® GROUND FAULT PROTECTION © SHUNT TRIP CONNECTION L } SURGE SUPPRESSOR (MOV) OSCHEDULE FEEDER TAG- SEE FEEDER FOR FURTHER COMMUNICATIONS INFORMATION CONDUIT AND RACEWAY ALL CONDUCTORS INCLUDING NEUTRAL AND GROUND SHALL BE SIZED TO MATCH OR EXCEED OVERCURRENT PROTECTION DEVICE PER NEC, 21112, 1#12G MINIMUM UNO. ALL CONDUITS SHALL BE SIZED TO MATCH OR EXCEED QUANTITIES AND SIZES OF CONDUCTORS PER NEC, 3/4 - MINIMUM UNO. HOME RUN, DESTINATION SHOWN, pt CIRCUIT NUMBERS PRECEDED BY PANEL NAME, SEE PANEL SCHEDULE, ARROW DOES NOT ALWAYS POINTTO PANEL ABOVE GROUND CONDUITAND CONDUCTORS, CONCEALED UNO. EXPOSED CONDUITS SHALL BE GRS PAINTED TO MATCH THE STRUCTURE,EMBEDDED CONDUITS SHALL BE SCHEDULE 40 PVC UNO. UNDERGROUND CONCEALED --UCE-- CONDUIT AND CONDUCTORS, SCHEDULE 40 PVC UNO. —� —� CONDUITDOWN — CONDUIT UP -1 CONDUIT STUBBED AND CAPPED ASSHOWN -� CONDUIT CONTINUED REVIEWED FOR C®MPUANCE WITH LAPPA 70 - NEC MAY 0 5 2016 City of -Tukwila BUILDING DIVISION_ POWER FOR RECEPTACLES IN THIS SECTION, WP DENOTES WEATHERPROOF WHILE -IN -USE BOX AND GFI RECEPTACLE FOR ALL OTHER DEVICES, WP DENOTES NEMA 3R ENCLOSURE UNO. FUSED DISCONNECT SWITCH. SIZE INDICATED, (60 = SWITCH RATING, Ep 6DI40 40 = FUSE RATING) 3 POLE LINO, NEMA 1 ENCLOSURE UNO CONVENIENCE RECEPTACLE - E2 1/E2 DUPLEX UNO, MOUNTING HEIGHT �3 TO HE18'AFFLIND E1.02 3 = CIRCUIT NUMBER Q CONVENIENCE RECEPTACLE - El FOURPLEX QJ JUNCTION BOX TD SPECIAL PURPOSE RECEPTACLE, O DESIGNATION AND AMPERAGE AS ® A, INDICATED, OR SHOWN IN E6.01 SCHEDULE, SEE SPECIFICATIONS E6.02 CONNECTION POINT TO E6.03 EQUIPMENT SPECIFIED e FURNISHED AND INSTALLED BY E6.05 OTHERTRADES. RACEWAY, CM CONDUCTOR AND CONNECTION BY EF ELECTRICAL CONTRACTOR THIS PROJECT PRIOR TO THE BEGINNING WORK. NONFUSED DISCONNECT SWITCH. 01 SIZE 30AUNLESS INDICATED RM OTHERWISE, 3 POLE UNO, NEMA 1 WORK PROVIDE REQUIRED CLEARANCES FROM OTHER UTILITIES, ENCLOSURE UNO FUSED DISCONNECT SWITCH. SIZE INDICATED, (60 = SWITCH RATING, Ep 6DI40 40 = FUSE RATING) 3 POLE LINO, NEMA 1 ENCLOSURE UNO ABBREVIATIONS DRAWING CONVENTIONS PLAN %A, DETAIUSECTIONTITLE UNDERLINE. SCALE 1/4-=V-9 Et E1= SHEET WHERE REFERENCED Q --*� COMBINATION MOTOR STARTER E2 1/E2 AND DISCONNECT, SIZE PER E1.01 MANUFACTURER REQUIREMENTS, E1.02 NUMBER OF POLES AS REQUIRED Q PANEL El HANDHOLE AS NOTED � It M V MOTOR CONNECTION TD THERMOSTAT O GROUND ROD ABBREVIATIONS DRAWING CONVENTIONS PLAN %A, DETAIUSECTIONTITLE UNDERLINE. SCALE 1/4-=V-9 Et E1= SHEET WHERE REFERENCED Q --*� 1= DETAIUSECTION NUMBER E2 1/E2 E2= SHEET WHERE SHOWN E1.01 NORTH ARROW E1.02 NOTE Q REVISION REFERENCE SHEETINDEX E0.01 ELECTRICAL SYMBOLS AND ABBREVIATIONS E0.02 ELECTRICAL CONSTRUCTION PHASING NOTES E1.01 ELECTRICAL SITE PLAN E1.02 PARTIAL ELECTRICAL SITE PLAN E4.01 ELECTRICAL ROOM ENLARGED PLAN E4.02 ELECTRICAL ROOM ENLARGED PLAN E5.01 ELECTRICAL DETAILS E5.02 ELECTRICAL ELEVATIONS E5.03 ELECTRICAL ELEVATIONS E5.04 ELECTRICAL DETAILS E6.01 ONE -LINE DIAGRAM E6.02 PHASE t ONE -UNE DIAGRAM E6.03 PHASE 2 ONE -UNE DIAGRAM E6.04 PHASE 3 ONE -LINE DIAGRAM E6.05 GROUNDING DIAGRAM PERMIT CENTER A EQUIPMENT ID TAG - CLF ® SEE SCHEDULE FOR GENERAL NOTES GRC,GRS FURTHER INFORMATION, FURTHER INFORMMENT ATION. 1 = ® COORDINATE EQUIPMENT LOCATION 1 THE OPERATION OF THE FACILITY WILL TAKE PRECEDENCE OVER THE WITH ASSOCIATED MECHANICAL, WORK OF THE CONTRACTOR IT IS THE RESPONSIBILITY OF THE AC CIVIL, ETC. PLANS CONTRACTOR TO COORDINATE CONSTRUCTION WITH KC METRO CLEAR PHASING NOTE - PERSONNEL TO MINIMIZE DISRUPTION TO THE FACILITY. 23 SEE SHEET E0.02 FOR FURTHER 2 OUTAGES ARE TO BE MINIMIZED. PROCEED WITH EACH OUTAGE ONLY NEUTRAL. NEW INFORMATION AFTER APPROVAL FROM KC METRO PERSONNEL IS GIVEN. UPS UNINTERRUPTIBLE POWER SUPPLY 3. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS ABOVE FINISHED FLOOR CM AND CONDITIONS, WHICH MAY AFFECT THE WORK REQUIRED FOR EF EXHAUST FAN THIS PROJECT PRIOR TO THE BEGINNING WORK. HANDHOLE NC 4. VERIFY LOCATIONS OF OTHER UTILITIES PRIOR TO COMMENCING RM ROOM WORK PROVIDE REQUIRED CLEARANCES FROM OTHER UTILITIES, AFG BUILDINGS, AND FREESTANDING STRUCTURES, DURING COMM COMMUNICATIONS INSTALLATION OF CONDUITS, CABLES, ETC. ELECTRICAL HP 5. MEET ALL REQUIREMENTS OF THE NEC AND AHJ FOR INSTALLATION NEUT NEUTRAL AND CONSTRUCTION. V 6. ALL WIRING SHALL BE COPPER XHHW UNLESS NOTED OTHERWISE. AHJ AUTHORITY HAVING JURISDICTION CONC CONCRETE RECEIVED CITYOF r UKW'LA 7. NOT ALL COMPONENTS OF THE ELECTRICAL SYSTEMS ARE SHOWN (FOR MATERIALS AND LABOR NECESSARY FOR A CL RIIANDOPERATIONAL HPS HIGH PRESSURE SODIUM COMPLEAPR NORMALLY OPEN, NUMBER 20 2016 SCHEDULE PERMIT CENTER A AMMETER AMPERE - CLF CURRENT LIMITING FUSE GRC,GRS GALVANIZED RIGID STEEL UNO UNLESS NOTED OTHERWISE AC ABOVE COUNTER CUR CLEAR E EMPTY, EXISTING N NEUTRAL. NEW R RELAY UPS UNINTERRUPTIBLE POWER SUPPLY AFF ABOVE FINISHED FLOOR CM CIRCULAR MILS EF EXHAUST FAN HH HANDHOLE NC NORMALLY CLOSED RM ROOM AFG ABOVE FINISHED GRADE COMM COMMUNICATIONS ELEC ELECTRICAL HP HORSEPOWER NEUT NEUTRAL V VOLTMETER, VOLT AHJ AUTHORITY HAVING JURISDICTION CONC CONCRETE ELEV ELEVATION, ELEVATOR HPS HIGH PRESSURE SODIUM NO NORMALLY OPEN, NUMBER SCHED SCHEDULE AIC AMPERE INTERRUPTING CAPACITY CONT CONTINUED EMT ELECTRICAL METALLIC TUBING HWH HOT WATER HEATER NIC NOT IN CONTRACT SEC SEATTLE ENERGY CODE W WIRE, WATT ANN ANNUNCIATOR CPT CONTROL POWER TRANSFORMER EXIST EXISTING NP NAMEPLATE SD SMOKE DETECTOR W/ WITH ASYM ASYMMETRICAL CR CONTROL RELAY IC INTERRUPTING CAPACITY NREC NOWRESIDEN IAL ENERGY CODE SHT SHEET WHO WATTHOUR DEMAND METER ATS AUTOMATIC TRANSFER SWITCH CT CURRENT TRANSFORMER F,FU FUSE SUPV SUPERVISOR W/0 WITHOUT AUX AUXILIARY CTRL CONTROL FACP FIRE ALARM CONTROL PANEL JB,J-BOX JUNCTION BOX 0 PHASE, DIAMETER SW SWITCH WP WEATHERPROOF CU COPPER FBOIC FURNISHED BY OTHERS INSTALLED BY P PANEL, POLE SYM SYMMETRICAL CONTRACTOR KCM THOUSAND CIRCULAR MILS PB PUSH-BUTTON XFMR TRANSFORMER BF BLDG BALLAST FACTOR BUILDING DDC DEDICATED DIALER CIRCUIT FLUOR FLUORESCENT PF POWER FACTOR T THERMOSTAT BRKR BREAKER DEM DEMAND FSA FIRE SYSTEM ANNUNCIATOR LC LIGHTING CONTACTOR PH PHASE TB TERMINAL BLOCK TRANSFORMER DEMO DEMOLITION FT FOOT PIR PASSIVE INFRARED BANK C CONDUIT DIM DIMENSION FVNR FULLVOLTAGE NON -REVERSING M MAGNETIC COIL PN POST INDICATOR VALVE TEL TELEPHONE CAN CABLE TELEVISION DISC DISCONNECT MCC MOTOR CONTROL CENTER PNL PANEL TTB TELEPHONE TERMINAL BOARD CB CIRCUIT BREAKER DN DOWN G,GND GROUND MH MANHOLE, METAL HALIDE POMB POSITION ORIENTED MOGUL BASE TYP TYPICAL CCN CLOSED CIRCUIT TELEVISION DS DISCONNECT SWITCH GA GAUGE MIN MINIMUM (SOCKET) a," CKT CIRCUIT DWG DRAWING GALV GALVANIZED MOV METAL OXIDE VARISTOR PS PRESSURE SWITCH UG UNDERGROUND CL CENTER LINE DZ DAYLIGHT ZONE GFI GROUND FAULT INTERRUPTER MTG MOUNTING PSE PUGET SOUND ENERGY UH UNIT HEATER Knowwhafs below. Call before you dig. CESGPED- PROLECT MMIAGEiC $CNE WTE METRO TRANSIT DIVISION_ C. RdL D. RALPHS R WATTAR AS NOTED SOUTH BASE AUG 2015 ELCON ASSOCIATES, INC a`"9� Ain CRAM AFFSOVED SUEIOCATGNNO, L9 SWITCH GEAR AND TRANSFORMER REPLACEMENT /►i�sasa `mss" O 6O`"°a ENGINEffS � CONSULTANTS _ C. SMITH P. MFLJN �M 6W RM Awa Sllb NO 16=CiW ENSEH ROAD, BUTTE 110 'W'i � OIAWW NO. BEATIIEWAD!lU M151W afclo=v 115 Ni CH AT 512E r.OU same ttas„ytrn c fv 1116214 rrma mr�z r raa saeDD FFAAuPMn °A�fo ti^' D. sIATeRus ,. De t of EO.01 xAL 8/10/15 NECfWRNOM COMPACT NP OTO CK Tra tion I �� 9WNa OF No. REVISION BY AWD DATE 26 D.cRPPEn C00965C15 A NGL1 12 CONSTRUCTION PHASING NOTES CONSTRUCTION PHASING NOTES (CONTINUED) OUTAGE NOTES OUTAGE NOTE OUTAGE NOTE NOTE DURATION IMPACT 1. CONSTRUCT NEW TRANSFORMER, OUTDOOR SWITCHGEAR AND DUCT BANK 4. INSTALL NEW SWITCHBOARD DISTRIBUTION SECTION. A. 4 HRS ALL OF MAINTENANCE BUILDING EXCAVATE AND INSTALL TRANSFORMER SPILL CONTROL OIL WATER SEPARATOR AND RESTORE CONCRETE PAD AS NEEDED BETWEEN NEW 4,160 V JUNCTION BOXAND EXCEPT GENERATOR (EMDP) LOADS 1.1. PIPING. RESTORE ROADWAY. 4'1' EXISTING 480 V SWITCHBOARD DISTRIBUTION SECTION. B 15 MINS ALL OF MAINTENANCE BUILDING STILL TRENCH AND CONSTRUCT DUCT BANK AND HANDHOLE FOR 480 V CABLES BETWEEN 41 PROVIDE NEW 480 V SWITCHBOARD DISTRIBUTION SECTION. COMMISSIONREST FED FROM EXISTING SWITCHBOARD 1.2. PAD MOUNT TRANSFORMER AND MAINTENANCE BUILDING. RESTORE ROADWAY. SWITCHBOARD. C 4 HRS AFFECTED FEEDER 1.3. INSTALUCONSTRUCT SWITCHGEAR PAD. PROVIDE SECTIONALIZING SWITCH. 4.1 TEMPORARILY POWER NEW 480 V DISTRIBUTION SECTION FROM SECOND TEMPORARY D 15 MINS ALL OF MAINTENANCE BUILDING NOW CONSTRUCT CURB TO PROVIDE ALLOWANCE FOR MINIMUM OF 18' COVERAGE OF DUCT 600 AMP DISCONNECT. FED FROM NEW SWITCHBOARD i'4. BANK AT NORTH END. DE-ENERGRE 4,160 V CABLE BETWEEN SERVICE SWITCHGEAR SWITCH 51-U-509 AND SB 5. TRANSFER FEEDER CIRCUITS FROM EXISTING SWITCHBOARD TO NEW SWITCHBOARD. 1.5. MAINTENANCE BUILDING SWITCH 51-U-511. LOCK OUT AND TAG OUT BOTH SWITCHES. 5.1. DISCONNECT FIRST FEEDER INSTALL SAFETY GROUNDS. 5.1.1. DE -ENERGIZE EXIST SWITCHBOARD. B TRENCH AND INSTALL DUCT BANKS FOR 4,160 V CABLES BETWEEN VAULT, PAD MOUNT 5.1.2 DISCONNECT FEEDER AT BREAKER C 1'6' SWITCHES AND PAD MOUNT TRANSFORMER • 5.1.3. CUT TOP OF EXISTING SWITCHGEAR OR CAREFULLY CUT CONDUIT ATTOP OF 1.7. INSTAWCONSTRUCTTRANSFORMER PAD. PROVIDE TRANSFORMER GEAR CUT MEDIUM VOLTAGE CABLES IN HANDHOLE HH -MV, AND TERMINATE WITH 600A 5.1.4. PULL CONDUCTORS OUT OF GEAR DEADBREAK SPLICE ELBOWS. PROVIDE TWO MEDIUM VOLTAGE FEEDERS FROM HH -MV 5.1.5. RE-ENERGIZE EXISTING SWITCHBOARD, 1.8. TO NEW SECTIONALIZING SWITCH, TERMINATE, AND CONNECT TO SWITCH AND SPUCE 5.2 REMOVE EXISTING CONDUIT FROM FEEDER CONDUCTORS. REVIEWEDFOR FOR ELBOWS IN HH -MV. 5.21. DISCONNECT CONDURAT FIRST (FROM SOUTH WALL OF ROOM) COUPUNG 1.9. REMOVE LO/TO ON UTILITY AND SAFETY GROUNDS. 5.22 SLIDE REMAINING CONDUIT OFF OF CONDUCTORS. COMPLIANCE WITH DA 1.10. COMMISSION NEW TRANSFORMER AND MV SWITCHGEAR 5.3. CONSTRUCT NEW CONDUIT. N Fr -r% 70 o NEC 2 INSTALL 480 V FEEDER 5.3.1. INSTALL MOGAL SERIES C-CONDULETAT END OF REMAINING CONDUIT, 5 FEET FROM SOUTH WALL, WITH CONDUCTORS EXTENDING OUT OF COVER OPENING. MAY 0 ` 5 2016 016 21 CORE DRILL MAINTENANCE BUILDING WALL FOR FEEDER CONDUIT INSTALLATION. GROUT WATERTIGHT AND PAINT TO MATCH EXISTING. 5.3.2. DE -ENERGIZE NEW SWITCHBOARD. D INSTALL CONDUITS TRANSITIONING FROM DUCT BANK UP WALL OF MAINTENANCE 5.3.3. CONNECT CONDUCTORS TEMPORARILY TO NEW SWITCHBOARD. 22 BUILDING. 5.3.4. RE-ENERGIZE NEW SWITCHBOARD. INSTALL MAINTENANCE FEEDER CONDUITS IN BUILDING WITH OVERSIZED CONDULETS 5.3.5. EXTEND CONDUIT FROM MOGAL SERIES CCONDULETTO ENTRY POINT IN NEW ��}�� A f �� t�[(p/I'� 23. LOCATED ABOVE TEMPORARY DISCONNECTS (ENCLOSED BREAKERS). SWITCHBOARD. Q •p V uh CONCRETE ENCASE BUILDING FEEDER CONDUITS TO REDUCE LENGTH OF RACEWAY 5.4. MAKE FINAL FEEDER CONNECTION. BUILDING DI VISION 24. INSIDE BUILDING. 5.4.1. DE -ENERGIZE NEW SWITCHBOARD. D INSTALL TEMPORARY WIRE GUTTER OVER CONDULETS. ROUTE FEEDER WIRES TO TWO 5.4.2 CUT CONDUIT OPENING IN SWITCHBOARD. 25. (2) 600 A TEMPORARY DISCONNECTS. ALLOW SUFFICIENT SPACE IN WIREWAYTO COIL 5.4.3. LAND CONDUIT/FITTING IN SWITCHBOARD. ENOUGH SLACK WIRE FOR FINAL PULL INTO NEW MAIN BREAKER. 5.4.4. CONSTRUCT CONDUIT FOR FEEDER TO NEW SWITCHBOARD. PROVIDE 60O AMP FEEDER FROM FIRST TEMPORARY DISCONNECT TO SPARE 600 AMP 5.4.5. PERFORM FINAL PULL OF FEEDER CABLES INTO SWITCHBOARD THROUGH NEW REC EIV E.D p BREAKER IN EXISTING SWITCHBOARD. USE THE EXISTING SPARE 600 AMP BREAKER TO CONDUIT. CITY OF � UvIA ILA 2.6. POWER MAINTENANCE BUILDING DURING DEMOLITION OF EXISTING TRANSFORMER AND A CITY 5.4.6: RE-ENERGIZE SWITCHBOARD AND FEEDER MAIN CIRCUIT BREAKER SWITCHBOARD SECTION. REPEAT SECTION 5 FOR EACH FEEDER, TRANSFER SWITCH FEEDER SHALL BE LAST 5.5. FEEDER TRANSFERRED. APR 20 2016 3. DEMOLISH EXISTING TRANSFORMER AND MODIFY 4,160 V SWITCHES. DE -ENERGIZE 4,160 V SWITCHES AND THE EXISTING TRANSFORMER BY OPENING, 6. DECOMMISSION AND REMOVE EXISTING SWITCHBOARD. 31 TAGGING OUT AND LOCKING OUT THE DISCONNECT SWITCH NEW PADMOUNT 51-U-502 PERMIT CENTER AT COMPONENT SUPPLY CENTER SUBSTATION A (MEZZANINE). INSTALL SAFETY INSTALL NEW 480V MAIN BREAKER VERTICAL SECTION WITH NEW SWITCHBOARD. COMMISSION GROUNDS. 7. MAIN BREAKER. A GENERAL NOTES 3.2 REMOVE EXISTING SB MAINTENANCE BUILDING TRANSFORMER. 1. ANY QUANTITIES OF WORKERS AND/OR HOURS MENTIONED ON THIS REMOVE EXISTING SB MAINTENANCE BUILDING MAIN BREAKER SWITCHBOARD SECTION 8 INSTALL CONDUITS BETWEEN CONDULETS AT THE TEMPORARY DISCONNECTS AND THE NEW SHEET IS FOR SCHEDULING PURPOSES ONLY AND SHALL NOT BE 3.3. AND PROVIDE TEMPORARY COVER FOR THE REMAINING SWITCHES AND SWITCHBOARD. 480V MAIN BREAKER SECTION. USED FOR BID COUNTS. 2 BUILDING IS OCCUPIED 24 HOURS PER DAY 7 DAYS A WEEK 3.4. REMOVE EXISTING 4,160 V SWITCHES 51-U-511 AND 51-U-512 TRANSFER MAIN FEEDER CABLES FROM TEMPORARY DISCONNECTS TO NEW 480V MAIN SCHEDULED OUTAGES SHALL BE TIMED TO HAVE THE LEAST AMOUNT 3.5. INSTALL NEW JUNCTION BOX IN PLACE OF REMOVED 4,160V SWITCHES. 9. BREAKER. OF IMPACT ON BUILDINGS DAILY ACTIVITIES COORDINATE OUTAGE SCHEDULE WITH OWNERS REPRESENTATIVE MINIMUM 1 DAYS PRIOR PULL IN SHIELDED POWER CABLE BETWEEN NEW SWITCH 51-U512 AND THE NEW TO WORK REQUIRING AN OUTAGE. UNLESS APPROVED OTHERWISE, 3.6. JUNCTION BOX. INSTALL 600 AMP DEAD BREAK ELBOWS TO RESTORE 4,160 V LOOP. OUTAGES SHALL BE SCHEDULED WEDNESDAY THROUGH SUNDAY TEST 4160V CABLES 2:30PM TO I1:00PM. 3.7. REMOVE SAFETY GROUNDS AND RESTORE 4,160 V LOOP. 3. MOVE TRANSFER SWITCH FEEDER ON A SATURDAY TO HAVE LEAST AMOUNT OF IMPACT. COORDINATE WITH -OWNER THAT ALL LEGALLY REQUIRED STANDBY SYSTEMS AFFECTED BY THIS MOVE, INCLUDING BUT NOT LIMITED TO EGRESS LIGHTING AND FIRE ALARM ARE , SUPPLEMENTED BY ADDITIONAL LIGHTING, FIRE WATCH, TEMPORARY ° GENERATORS, ETC. ARE IN PLACE PRIOR TO MOVE Knowwhays below. DESIGNED. PRaJIEL7MG sauE. C$II before you dig. METRO TRANSIT DIVISION Joh � dZ AS NOTED SOUTH BASE AUG 2015 C. $ D. RAIPHS R MOATTAR ig 4 EECON ASSOCIATES, INC O�'�'* A� °w" ' SPP mvsa SUE `orwmv ax SWITCH GEAR AND TRANSFORMER REPLACEMENT € �:JjI a.vaaa ENGINEHZS.CONSULWM r - o C. SMITH P. MEUN v c 1N00OMPOISMFOA0.SURE390 1801 FTM A -Sae am BEATRE WASHNRfON8810B CIECKM B6rn vW emfRAWiAG Na S "kL Ww* '�'��,. epa e 4 ONE LLSIiEGMs� �D. SIATERUs Dn LEC T S T E0.02 .. a � r 1 -LL i� REVISION BY it DAPPO GATE �oNAL g 8�10�15 REmmpFN col c "a D INCH. T 'L8 srEFrw aF o $ ,cwPPEN C00 965C15 R 13 26 max_09 I 1 i Zw G No. e-�FLSG SOLE i I _IFF, Qox1 , SUBSTATION BY_ (LOADING DOCK) GSM I \✓WOOD PA.',T A?E4 S\ 1 1 RECTIFIER SUBSTATION � 1 'moi" � ���• ) EV fs �t �_�_,�.=%""'t o•• SUBSTATIONA t (ME27IWINE) c F•� J J/// �,r��c°-+i � �?-t_ µ` ,i �! •"fir. n 1 /y n Il AS 1" io Ij 1 Ste"( PMH Pump J@'DtS 1 T.02 n.'tll;i...' } • STri'isJt { c Liv i%AtiL7 ��' i ems ENP`NC •r.v k t r Mp1NT MG � W �~ J u e /J T.. r.- s .. .-i c . i yT� i SI S OF NN VAULT r-- POWER CENTER ON ^v '� MEZZANINE REVI WEA FOR COMPLIANCE WITH lVFPA 70 -NEC MAY 0 5 2016 City of TuWfa v%1 222 Nf•A■A we• •.w• GENERAL NOTES: 1. THIS PROJECT WILL REPLACE THE 5KV-480V SUBSTATION IN THE MAINTENANCE BUILDING. THE REPLACEMENT PRIMARY SWITCHES AND TRANSFORMER WILL BE LOCATED OUTSIDE NOTES: 10 ISOLATE 5KV FEEDER TO MAINTENANCE BUILDING TO ALLOW SUBSTATION REPLACEMENT. RECEIVE® CITY OF TUKWILA APR 20 2016 PERMIT CENTER ELECTRICAL SITE PLAN %11 SCALE: 1"=80' 0' 40' 80' L SCALE: 1" = 80' Knowwhars below. Call before you dig. °S'C` PRDWMkNkGM scmE METRO TRANSIT DIVISION aU C. $4z D. RALPHS R MOATfAR AS NOTED SOUTH BASE AUG 2015 FRA APPROVED. eREA Na SWITCH GEAR AND TRANSFORMER REPLACEMENT 4 C. SMITH P. MEDN aCdm BASND. ONE INCH SI7F.jjjjjj1jjf!!j� uRAN9-B W. �v 1116214 D. SIATERUS n P E1.01 °IJAL 4 8/10/15 rFCOWADM cr"° s Na OF .. rnnnecr.e O / 14 26 EECON ASSOCIATES, INC �O ENGINEERS • CONSULTANTS lWl FM A� SM BW 16MCHMSTENSE1 ROAD. SM"" BEATFM WAaIKiION el1B6 -' S.M. WesNpDn am Mt�l2ss� ®o�� r-MIDeaaw PAtttzael2am�s . REVISION BY APP'D OATS VAULT r-- POWER CENTER ON ^v '� MEZZANINE REVI WEA FOR COMPLIANCE WITH lVFPA 70 -NEC MAY 0 5 2016 City of TuWfa v%1 222 Nf•A■A we• •.w• GENERAL NOTES: 1. THIS PROJECT WILL REPLACE THE 5KV-480V SUBSTATION IN THE MAINTENANCE BUILDING. THE REPLACEMENT PRIMARY SWITCHES AND TRANSFORMER WILL BE LOCATED OUTSIDE NOTES: 10 ISOLATE 5KV FEEDER TO MAINTENANCE BUILDING TO ALLOW SUBSTATION REPLACEMENT. RECEIVE® CITY OF TUKWILA APR 20 2016 PERMIT CENTER ELECTRICAL SITE PLAN %11 SCALE: 1"=80' 0' 40' 80' L SCALE: 1" = 80' Knowwhars below. Call before you dig. °S'C` PRDWMkNkGM scmE METRO TRANSIT DIVISION aU C. $4z D. RALPHS R MOATfAR AS NOTED SOUTH BASE AUG 2015 FRA APPROVED. eREA Na SWITCH GEAR AND TRANSFORMER REPLACEMENT 4 C. SMITH P. MEDN aCdm BASND. ONE INCH SI7F.jjjjjj1jjf!!j� uRAN9-B W. �v 1116214 D. SIATERUS n P E1.01 °IJAL 4 8/10/15 rFCOWADM cr"° s Na OF .. rnnnecr.e O / 14 26 i ca i 1 i R: 15.7 ! I PADMOUNT it E 16.. p AS{R i i 1.7 1 5 \ IE E 116. - i TRANSFORMER i \��----MOTORCYCLE! �c�LL NOTES: BE 115 //,s^1 I 7FtDKVA _ 3 12 L f PA.RIiIPv'u SHE i (6) 4" CONDUITS, 24" DEEP MINIMUM, 6x1 AND #410 kONr GROUND TIED TO REINFORCING STEEL. FOUR WITH TH ( )PADUHANDHOLE SECTIONALIZING 9 350 KCMIL +#3/OG. 2 SPARE. SEE DWG C2.02 FOR �� e HH LV WIiC 1 1, ° i TRENCH DETAILS. , o o a y`\ � �e LP ,` I O2 NEW PAVED AREA FOR REDUCED BURIAL DEPTH OF ti} NOGROUNBRIt;<G, illi ! ;' s ,l I�t1 s, _ DUCTBANK OVER SHALLOW WATERLINE. SEE DWG i t - C2.02 FOR DETAILS. E �'�'�j ��4�LtLJHE�O CONTINUE (4) 4" CONDUITS WITH (4) 350 KCMIL +#3/OG �' r r -n J x{ ''�— n �_ .S' L e ws ./J ff ! `5 HANDHOLE�'f I € � \ "' e i I HH -MV 6 ' I f j i` x„x AND (2) 4" SPARE CONDUITS TO STUB UP AT ��j�'�,� / PROTECTIVE BOLLARD(TYPICAL 5 ``�.._ —`_�j i © SO �y-CP I �' I �r��' TRANSFORMER PAD. '7'' ;'=n; is iY ne----`-'_-w� _ t O REFER T(DWGCt. RiREEREMOVAL j (II I t` --' -- \ 4 OIUWATERSEPARATORBYCIVIL,PLUMBEDTODRAIN � 24 DR�AINLINE €� h - - FROM TRANSFORMER PAD. SJ t -^.°"`x f c 'I ( L.._J j +L ' �1,,t ^\ i 1.1 4 rp SO PROVIDE TRANSFORMER PAD PER DWG E5.01 DETAIL 2. ca' � �r^r tVG ilk COORDINATE WITH CIVIL TO PROVIDE FLUSH DRAIN AND ��/ J` 5 ✓ t +— j ! �� ( `rp:t I 4" DRAIN LINE TO OIU WATER SEPARATOR. PROVIDE 1.4 2 I \ F # pI j j I TRANSFORMER. t �q REVtIEVVEi� 1=�� �� )r 6, I I f © EXISTING UV•504-LA HANDHOLE. DEWATER AS l �I. r to ` -�S t j c l C� , 3�bs • I NECESSARY. AFTER THEY ARE DEENERGIZED, CUT (3) COiVIPLIAIVC''' '; f - '� E WITH � CONC FNC- SED 350 KCMIL 5KV TAPE SHIELD CABLES (INSTALLED NEW IN I I rn�. i; R t: 4, ,rT t L Lel ? L /� (� 1.2 1 C x j= I y - E• •-t • RE:��/ 2010) AND TERMINATE ALL WITH 60DA DEAD -BREAK -- he i n i -- b d �d�y —�- - E5 1= — — — i \�- L 1 -- "', e -=E Q ( )' SPLICE ELBOWS 6 REQUIRED CONNECT TO NEW r �;l o �I �� T� � i k—WILA DUCTBANK CABLES TO SECTIONALIZING SWITCH. ` ✓ s I co n ?• r: I N f PHASE TAPE ALL CABLE ENDS AND VERIFY PHASING IS Z/ C \� 3 2016 �_ o; c� 1 1 ,'Q IR\ I I MAINTAINED. u !J i i -+ E > I/� 1nh {'�: r a`ti`�� 1 I O LO IV _ �; MAY o 5 ° APR 2 Q PROVIDE (2) 4- CONDUITS, 24" DEEP, EACH WITH (3) 350 KCMIL MV105 TAPE SHIELD 5KV CABLES +#2G. PULL - �J �y ��J ?,• }{��—moi ; { ^u r - r s `T^ `', I I THROUGH VAULT AND TERMINATE AT SECTIONALIZING c 1, :L F:,T z SWITCH WITH STRESS CONES AND SPADE �j 1r ci t ; - I CONNECTORS OR AS REQUIRED TO MATCH. �1 C of ' ukwlla m _ ! ! `� I OERMIT CENTER ` ' t - `d �,Y P I ® PROVIDE SWITCHGEAR PAD PER DWG E5.04 DETAIL 2. V I V ION L t,. 4 =__ \ �t PROVIDE PMH SERIES PADMOUNT SECTIONALIZING i `4 `Y�i — GAS — :AS — GAS — Cz5 cr'S J —h'r,} f r- ,� GAS G.ti — GAS Gey G?1 I I.." t—`-r'�'' °� `' SWITCH. E- v� PROVIDE (1) 4- CONDUIT, 24" DEEP, WITH (3) 350 KCMIL t \ MV105 TAPE SHIELD 5KV CABLES +#2G. TERMINATE AT U i` T3" i GC C L �- \ 1 j s I % - I � ,' t 1 I J� j � k 4;%y � � � � � ,l' , ,� SECTIONALIZING SWITCH WITH STRESS CONES AND ,, , SPADE CONNECTORS OR AS REQUIRED TO MATCH. ` ' I m `" i ,,i`? )'' TERMINATE AT TRANSFORMER WITH 600A DEAD BREAK RL -TAI V ._ i ` � � `'` ELBOWS ORAS REQUIRED TO MATCH EQUIPMENT. r " RACK I -r i ;� -- I I i I - t'----+-_ T R ` x � i, -f _- � � � I 'tt , 10 PROVIDE HANDHOLE PER DWG E5.01 DETAIL 1. i ` y i t 1 j / i I f i TnL 1_ I_ l Z I col I L.c\ r:'`, I ' - ,i \� 7�, !•.ih`' �\\ f i I:'\I'S•3 / �`t-�I iV�-% n -,'(-i 1 t_..i'x�`y �U-sMa-r'a•SSY E 1 - v 4SC- 'A.0 ,�-. Y \.` SOI! FR O'L FUEL >"i C� �'1;• �' ---- _, .. ,..�,`. i 1 1 I f'1 I FE, -EER v �i L; ,r✓ w r-- e I LJ `-4i 6'."V YAR' l-E-iERG= y^,y —e COND SCH LE 1 2 f L1cf SO IN CDF (R— T v E4.OfE4.01 GENERATOR L cL +moi illi I E 1 l 1 2 f I I 41 SOJhC 2j> " ri 2ND FLOOR 05 .� YrGIASS, t Ei L� FEEDER E �! _ /;�,,_ J� --E&02 E4-02 f ( :� ovER! c PARTIAL ELECTRICAL I - GLF E TAL A.'ili( S 2t 85 ` y , i a ! c i mvol."-Gs c ` = CT : MW .; I 1 AViNING SITE PLAN .;.�,c=r,Sn R.;Mt ,te l SCALE: V=10' E1.01 8.8� G i _ 17.4 mil �_��r'-` 6 Cf EE at S'.... (l n 1 v 0' 5' 10' Vt'-'L:"-i I it �;L'�J I ' ! �IIIV�II r I�_/-;f `. 1� CES ✓ �I ( t 111 I�r i \ t SCALE V= 10' V i (�l f c Ijf f �— ( _. it Bul! Iy Know wears below. — t F• _.� Cali before you dig. . EesK� PRo.EcrNuuc+x scut: oArE: METRO TRANSIT DIVISION AS NOTED AUG 2015 q�� 0*0 $4tA mkm.D. RAFIs APPROVES SITELOCATONNa SOUTH BASE ELCON ASSOCIATES, INC % S L9 SWITCH GEAR AND TRANSFORMER REPLACEMENT + ENGINEERS - CONSULTANTSr _ C. SMITH P. MEUN ml IV. Mam sln+E00 'mmCft{MENSD1ROAD, 81JRE370 y DECKED as N]: ONE IN IZE C.OU OPANWGNO. �MBEATTLF- WASHNW ales ti '1� GM r�oD.SIATERIIS �- rtrnent ARTI O2 �pNAL � rtEce<x,Ernm. wmPAcrNa D REVISION 8110/1 S IF NOT p pW APPD DATE p, CR PPEN C00965C15 A E No. 26 CB 48"DIA ? ,5�H 1 x ,32 y RI,+•# 1 -14'S3 IE ,• i 1 ;G f r' IE S 16. Q� IE S= 18.5 IE E 114.6 ca i 1 i R: 15.7 ! I PADMOUNT it E 16.. p AS{R i i 1.7 1 5 \ IE E 116. - i TRANSFORMER i \��----MOTORCYCLE! �c�LL NOTES: BE 115 //,s^1 I 7FtDKVA _ 3 12 L f PA.RIiIPv'u SHE i (6) 4" CONDUITS, 24" DEEP MINIMUM, 6x1 AND #410 kONr GROUND TIED TO REINFORCING STEEL. FOUR WITH TH ( )PADUHANDHOLE SECTIONALIZING 9 350 KCMIL +#3/OG. 2 SPARE. SEE DWG C2.02 FOR �� e HH LV WIiC 1 1, ° i TRENCH DETAILS. , o o a y`\ � �e LP ,` I O2 NEW PAVED AREA FOR REDUCED BURIAL DEPTH OF ti} NOGROUNBRIt;<G, illi ! ;' s ,l I�t1 s, _ DUCTBANK OVER SHALLOW WATERLINE. SEE DWG i t - C2.02 FOR DETAILS. E �'�'�j ��4�LtLJHE�O CONTINUE (4) 4" CONDUITS WITH (4) 350 KCMIL +#3/OG �' r r -n J x{ ''�— n �_ .S' L e ws ./J ff ! `5 HANDHOLE�'f I € � \ "' e i I HH -MV 6 ' I f j i` x„x AND (2) 4" SPARE CONDUITS TO STUB UP AT ��j�'�,� / PROTECTIVE BOLLARD(TYPICAL 5 ``�.._ —`_�j i © SO �y-CP I �' I �r��' TRANSFORMER PAD. '7'' ;'=n; is iY ne----`-'_-w� _ t O REFER T(DWGCt. RiREEREMOVAL j (II I t` --' -- \ 4 OIUWATERSEPARATORBYCIVIL,PLUMBEDTODRAIN � 24 DR�AINLINE €� h - - FROM TRANSFORMER PAD. SJ t -^.°"`x f c 'I ( L.._J j +L ' �1,,t ^\ i 1.1 4 rp SO PROVIDE TRANSFORMER PAD PER DWG E5.01 DETAIL 2. ca' � �r^r tVG ilk COORDINATE WITH CIVIL TO PROVIDE FLUSH DRAIN AND ��/ J` 5 ✓ t +— j ! �� ( `rp:t I 4" DRAIN LINE TO OIU WATER SEPARATOR. PROVIDE 1.4 2 I \ F # pI j j I TRANSFORMER. t �q REVtIEVVEi� 1=�� �� )r 6, I I f © EXISTING UV•504-LA HANDHOLE. DEWATER AS l �I. r to ` -�S t j c l C� , 3�bs • I NECESSARY. AFTER THEY ARE DEENERGIZED, CUT (3) COiVIPLIAIVC''' '; f - '� E WITH � CONC FNC- SED 350 KCMIL 5KV TAPE SHIELD CABLES (INSTALLED NEW IN I I rn�. i; R t: 4, ,rT t L Lel ? L /� (� 1.2 1 C x j= I y - E• •-t • RE:��/ 2010) AND TERMINATE ALL WITH 60DA DEAD -BREAK -- he i n i -- b d �d�y —�- - E5 1= — — — i \�- L 1 -- "', e -=E Q ( )' SPLICE ELBOWS 6 REQUIRED CONNECT TO NEW r �;l o �I �� T� � i k—WILA DUCTBANK CABLES TO SECTIONALIZING SWITCH. ` ✓ s I co n ?• r: I N f PHASE TAPE ALL CABLE ENDS AND VERIFY PHASING IS Z/ C \� 3 2016 �_ o; c� 1 1 ,'Q IR\ I I MAINTAINED. u !J i i -+ E > I/� 1nh {'�: r a`ti`�� 1 I O LO IV _ �; MAY o 5 ° APR 2 Q PROVIDE (2) 4- CONDUITS, 24" DEEP, EACH WITH (3) 350 KCMIL MV105 TAPE SHIELD 5KV CABLES +#2G. PULL - �J �y ��J ?,• }{��—moi ; { ^u r - r s `T^ `', I I THROUGH VAULT AND TERMINATE AT SECTIONALIZING c 1, :L F:,T z SWITCH WITH STRESS CONES AND SPADE �j 1r ci t ; - I CONNECTORS OR AS REQUIRED TO MATCH. �1 C of ' ukwlla m _ ! ! `� I OERMIT CENTER ` ' t - `d �,Y P I ® PROVIDE SWITCHGEAR PAD PER DWG E5.04 DETAIL 2. V I V ION L t,. 4 =__ \ �t PROVIDE PMH SERIES PADMOUNT SECTIONALIZING i `4 `Y�i — GAS — :AS — GAS — Cz5 cr'S J —h'r,} f r- ,� GAS G.ti — GAS Gey G?1 I I.." t—`-r'�'' °� `' SWITCH. E- v� PROVIDE (1) 4- CONDUIT, 24" DEEP, WITH (3) 350 KCMIL t \ MV105 TAPE SHIELD 5KV CABLES +#2G. TERMINATE AT U i` T3" i GC C L �- \ 1 j s I % - I � ,' t 1 I J� j � k 4;%y � � � � � ,l' , ,� SECTIONALIZING SWITCH WITH STRESS CONES AND ,, , SPADE CONNECTORS OR AS REQUIRED TO MATCH. ` ' I m `" i ,,i`? )'' TERMINATE AT TRANSFORMER WITH 600A DEAD BREAK RL -TAI V ._ i ` � � `'` ELBOWS ORAS REQUIRED TO MATCH EQUIPMENT. r " RACK I -r i ;� -- I I i I - t'----+-_ T R ` x � i, -f _- � � � I 'tt , 10 PROVIDE HANDHOLE PER DWG E5.01 DETAIL 1. i ` y i t 1 j / i I f i TnL 1_ I_ l Z I col I L.c\ r:'`, I ' - ,i \� 7�, !•.ih`' �\\ f i I:'\I'S•3 / �`t-�I iV�-% n -,'(-i 1 t_..i'x�`y �U-sMa-r'a•SSY E 1 - v 4SC- 'A.0 ,�-. Y \.` SOI! FR O'L FUEL >"i C� �'1;• �' ---- _, .. ,..�,`. i 1 1 I f'1 I FE, -EER v �i L; ,r✓ w r-- e I LJ `-4i 6'."V YAR' l-E-iERG= y^,y —e COND SCH LE 1 2 f L1cf SO IN CDF (R— T v E4.OfE4.01 GENERATOR L cL +moi illi I E 1 l 1 2 f I I 41 SOJhC 2j> " ri 2ND FLOOR 05 .� YrGIASS, t Ei L� FEEDER E �! _ /;�,,_ J� --E&02 E4-02 f ( :� ovER! c PARTIAL ELECTRICAL I - GLF E TAL A.'ili( S 2t 85 ` y , i a ! c i mvol."-Gs c ` = CT : MW .; I 1 AViNING SITE PLAN .;.�,c=r,Sn R.;Mt ,te l SCALE: V=10' E1.01 8.8� G i _ 17.4 mil �_��r'-` 6 Cf EE at S'.... (l n 1 v 0' 5' 10' Vt'-'L:"-i I it �;L'�J I ' ! �IIIV�II r I�_/-;f `. 1� CES ✓ �I ( t 111 I�r i \ t SCALE V= 10' V i (�l f c Ijf f �— ( _. it Bul! Iy Know wears below. — t F• _.� Cali before you dig. . EesK� PRo.EcrNuuc+x scut: oArE: METRO TRANSIT DIVISION AS NOTED AUG 2015 q�� 0*0 $4tA mkm.D. RAFIs APPROVES SITELOCATONNa SOUTH BASE ELCON ASSOCIATES, INC % S L9 SWITCH GEAR AND TRANSFORMER REPLACEMENT + ENGINEERS - CONSULTANTSr _ C. SMITH P. MEUN ml IV. Mam sln+E00 'mmCft{MENSD1ROAD, 81JRE370 y DECKED as N]: ONE IN IZE C.OU OPANWGNO. �MBEATTLF- WASHNW ales ti '1� GM r�oD.SIATERIIS �- rtrnent ARTI O2 �pNAL � rtEce<x,Ernm. wmPAcrNa D REVISION 8110/1 S IF NOT p pW APPD DATE p, CR PPEN C00965C15 A E No. 26 STUB OUT AND CAP CONDUIT AS REQUIRED TO FACILITATE PHASE 3 INSTALLATION -- CONDUIT REAR OF WIREWAY CUT OUT)�—D TO MATCH CONDULET WIREWAY SEALTITE DOWN TO ENCLOSED CB REMOVABLE FRONT COVER SLACK WIRE COILED FOR PHASE 3 INSTALLATION TYPICAL FEEDER CONDULET DETAIL SCALE: NONE - TRANSFORMER PRIMARY 7 3.4 AIR SWITCHES (4160V) GENERAL NOTES: NOTES: 1. CONDUIT AND WIRE SIZES PER ONE -LINE DIAGRAMS. tO PROVIDE FREESTANDING METAL CHANNEL FRAME TO SUPPORT ENCLOSED BREAKERS AS NEEDED. 2 FOR ALL EQUIPMENT ANCHORAGE, LEVEL EQUIPMENT. INSTALL PER MANUFACTURER'S SPECIFICATIONS AND PROCEDURES. SUBMIT SHOP O RELOCATE FIRE EXTINGUISHER CABINET TO EAST WALL TO ALLOW DRAWINGS TO KC REPRESENTATIVE MINIMUM TWO WEEKS PRIOR TO ROOM FOR REMOVAL AND INSTALLATION OF SWITCHBOARD INSTALL FOR APPROVAL. SECTIONS. 3� RELOCATE KNOX BOX, COORDINATE WITH FIRE DEPARTMENT FOR EXACT LOCATION. ® ROUTE FEEDERS THROUGH 72x3VXIZ' WIREWAY ABOVE CIRCUIT BREAKERS, LOOP SUFFICIENT LENGTH OF EACH FEEDER WITHIN WIREWAY TO ALLOW FOR FINAL LANDING OF CONDUCTORS ON NEW 1200A MCB IN PHASE 3. SEE DETAIL 3 THIS SHEET. O TEMPORARY 600A FEEDER TO EXISTING SWITCHBOARD. © REMOVE DOOR AND DOOR FRAME TO ALLOW ROOM FOR REMOVAL AND INSTALLATION OF SWITCHBOARD SECTIONS. PROVIDE TEMPORARY LOCKABLE PLYWOOD DOOR WITH DUAL PADLOCKS TO PREVENT UNAUTHORIZED ENTRY AND EXPOSURE TO WEATHER. 70 DEMOLISH BOTH 5KV SWITCHES. 750KVA TRANSFORMER 8 3.1 32 MCB (B* MAIN DISTRIBUTION PANEL (I -LINE) © DEMOLISH TRANSFORMER AND SWITCHBOARD MC13 SECTIONS. O9 DEMOLISH COMMUNICATIONS MASTABOVE KNOX BOX. 10 TEMPORARY 60DA FEEDER TO NEW SWITCH BOARD. 11 ONCE SWITCHBOARD IS INSTALLED, TRANSFER BRANCH CIRCUITS FROM EXISTING SWITCHBOARD TO NEW SWITCHBOARD. COORDINATE SCHEDULE WITH KC METRO. REPULLANY CONDUCTORS IF CONDUIT IS NOW LONGER, IF EXISTING WIRING WAS ALUMINUM, OR WIRE IS DAMAGED. PROVIDE BRACING TO WALL FOR SEISMIC SUPPORT. 12 PROVIDE 600A DEAD BREAK ELBOW SPLICES WITHIN NEW FREE STANDING TYPE 1 JUNCTION BOX, EXTEND CONDUITS AS NECESSARY. PROVIDE BRACING TO WALL FOR SEISMIC SUPPORT. SUBMIT PLAN FOR SIESMIC SUPPORT TO KC REPRESENTATIVE MINIMUM TWO WEEKS PRIOR TO INSTALL FOR APPROVAL 13 DEMOLISH HOUSEKEEPING PAD AND REPAIR ANY DAMAGE DONE TO THE CONCRETE SLAB WITH EPDXY PATCHING MORTAR OR APPROVED EQUIVALENT. CLEAN AND ROUGHEN EXISTING CONCRETE SURFACE TO A MINIMUM AMPLITUDE OF 114". DEMOLISH PAD BELOW FLOOR SLAB ELEVATION BY AT LEAST MINIMUM THICKNESS RECOMMENDED FOR PATCHING COMPOUND. COAT WITH SIKA 32 HI -MOD EXPDXY BONDING ADHESIVE PER SIKA SPECIFICATIONS AND PROCEDURES (OR APPROVED EQUAL). SUBMIT SPECIFIC PATCHING MORTAR (4,000 PSI MINIMUM) TO KC REPRESENTATIVE AT LEAST TWO WEEKS PRIOR TO USE FOR APPROVAL DURING PAD DEMOLITION, PROVIDE TEMPORARY ENCLOSURE AND NEGATIVE VENTILATION FOR DUST CONTROL MAIN DISTRIBUTION PANEL (I -LINE) H LOAD CONTROL PANEL —� / TRANSFER SWITCH ; €NE0II 'N RECESI I I \� ) I EMERGENCY MAIN DISTRIBUTION PANEL (EMDP) — f POWER METERS \` // \ 'COMPLIANCE �R�(D�jj CITY OF UKWILA y ELECTRICAL ROOM \\ NFAC"FA& 70 ® N1 EC ELECTRICAL ROOM APR 20 2016 PHASE 1 ELECTRICAL PHASE 2 ELECTRICAL ENLARGED PLAN n MAY 0 5 2016 ENLARGED PLAN r2-'), pp p� SCALE: 112"=V-0' E1.02 SCALE: 112'=1'-0'E1.02 PERMIT CENTER City of •Tu W11a Z • ° BUILDING DIVISION SCALE: 1" = 2' KnowMaPs below. Call before you dig. mmem FHO* T� sme RATE METRO TRANSIT DIVISION C. Rdt D. RALPHS R MOATTAR AS NOTED SOUTH BASE AUG 2015 y. N '� wva APPROIER SIIEL=TIMNQ EECONASSOCJATES,INC otigr SWITCH GEAR AND TRANSFORMER REPLACEMENT C Fp B ENGINEERS , OONSULTANIS C. SMITH P. MELIN 507 FUMASB S1. 600 1!700 C4fCST@7397 Rd1D, BNnE]7D r CFECKm BLS W.Sl7E r ORAWMJGM. 8EATRF-WAMNWW MN W -e GM 6&e= a ti D. SIATERUS waW&Gm am -�- Dep f fE OO E4.01 fDAdL ' 8/10/15 REAM CONUV=Na. Tran n SISETNO1 of N. REVISION BY APPO DATE n reioecu CDOGFSCIS IFN INGLYV 16 26 No. LLLU I KIUAL KUUIVI PHASE 3A ELECTRICAL ENLARGED PLAN SCALE: 1/2"=1'-0' E1.02 GENERAL NOTES: 1. CONDUITAND WIRE SIZES PER ONE -LINE DIAGRAMS. HEVIEWED.FCR COMPLIANC WITH NFI'A 70 - NEC MAY Q 5 2016 ---City of Tukwila NOTES: O DEMOLISH EXISTING SWITCHBOARD AND FEEDER FROM ENCLOSED CIRCUIT BREAKER TO EXISTING SWITCHBOARD. O2 DEMOLISH PORTION OF HOUSEKEEPING PAD EXTENDING 4- BEYOND FINAL MCB FOOTPRINT. 3O REROUTE FEEDERS FROM ENCLOSED CIRCUIT BREAKERS TO NEW 1200A MCB. ® DEMOLISH ENCLOSED CIRCUIT BREAKERS AND WIREWAY ABOVE. OS PROVIDE NEW DOOR, FRAME AND PANIC HARDWARE, SEE SPECIFICATIONS 081113 HOLLOW METAL DOORS AND FRAMES, 087100 DOOR HARDWARE AND 099100 PAINT. MATCH EXISTING PAINTCOLOR © PROVIDE CABINET FOR 40DA POWER STANDBY GENERATOR CONNECTION. DISTRIBUTION PANEL TO BE POST-LOK PLUG & PANEL, E0400 SERIES, 400 AMP, 600 VOLT, 5 WIRE SYSTEM, PADLOCKABLE, FEMALE OUTPUTPANR#EO400-1687. PROVIDE TWO SETS OF 4-250KCM, MG IN 2-112' CONDUIT BACK TO NEW SWITCHBOARD. Q MODIFY EXISTING DOOR HARDWARE TO PROVIDE PANIC EXIT. I [ MCB7O C 480V DISTRIBUTION 3 I SECTIONS CITY OF TUK'�VILA ELECTRICAL ROOM PHASE 313 ELECTRICAL APR 20 2016 ENLARGED PLAN (_21 p' SCALE: 1,2"=1`0' E1.02 PERMIT CENTER SCALE: 1" = 2' ` Knowwhays below. Call before you dig. DATE C. RdtA D. RAIPHS R MOATTAR AS NOTED L9 DRAW nPFw�u�u snEwceTgxxa C C. SMITH P. UEUN CFECMED. DISN7 ONEINCHATFULLSi IGng COYII y 1116214 ` D. SIATERLIS,• partment of CONAL 6/10/IS PECOWA am c�nPACT IFN NE1N'X n tion D.0 PPEN C00965 . N METRO TRANSIT DIVISION AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT M E4.02 s£ET Na. CF 17 26 ELC,ON ASSOCIATES, INC �co'-t°awk— ENGINEERS -CONSULTANTS SM HM A -M WCO am '03W QRIBMMM ROAD, Bl M3W sone Babtpb, ssm BEATnEWA9f1QOM MIN ®O fi@de?2 Fes fm 6Li8D0 FIX � REVISION BY APP'D DATE GENERAL NOTES: 1. CONDUITAND WIRE SIZES PER ONE -LINE DIAGRAMS. HEVIEWED.FCR COMPLIANC WITH NFI'A 70 - NEC MAY Q 5 2016 ---City of Tukwila NOTES: O DEMOLISH EXISTING SWITCHBOARD AND FEEDER FROM ENCLOSED CIRCUIT BREAKER TO EXISTING SWITCHBOARD. O2 DEMOLISH PORTION OF HOUSEKEEPING PAD EXTENDING 4- BEYOND FINAL MCB FOOTPRINT. 3O REROUTE FEEDERS FROM ENCLOSED CIRCUIT BREAKERS TO NEW 1200A MCB. ® DEMOLISH ENCLOSED CIRCUIT BREAKERS AND WIREWAY ABOVE. OS PROVIDE NEW DOOR, FRAME AND PANIC HARDWARE, SEE SPECIFICATIONS 081113 HOLLOW METAL DOORS AND FRAMES, 087100 DOOR HARDWARE AND 099100 PAINT. MATCH EXISTING PAINTCOLOR © PROVIDE CABINET FOR 40DA POWER STANDBY GENERATOR CONNECTION. DISTRIBUTION PANEL TO BE POST-LOK PLUG & PANEL, E0400 SERIES, 400 AMP, 600 VOLT, 5 WIRE SYSTEM, PADLOCKABLE, FEMALE OUTPUTPANR#EO400-1687. PROVIDE TWO SETS OF 4-250KCM, MG IN 2-112' CONDUIT BACK TO NEW SWITCHBOARD. Q MODIFY EXISTING DOOR HARDWARE TO PROVIDE PANIC EXIT. I [ MCB7O C 480V DISTRIBUTION 3 I SECTIONS CITY OF TUK'�VILA ELECTRICAL ROOM PHASE 313 ELECTRICAL APR 20 2016 ENLARGED PLAN (_21 p' SCALE: 1,2"=1`0' E1.02 PERMIT CENTER SCALE: 1" = 2' ` Knowwhays below. Call before you dig. DATE C. RdtA D. RAIPHS R MOATTAR AS NOTED L9 DRAW nPFw�u�u snEwceTgxxa C C. SMITH P. UEUN CFECMED. DISN7 ONEINCHATFULLSi IGng COYII y 1116214 ` D. SIATERLIS,• partment of CONAL 6/10/IS PECOWA am c�nPACT IFN NE1N'X n tion D.0 PPEN C00965 . N METRO TRANSIT DIVISION AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT M E4.02 s£ET Na. CF 17 26 t— A 4" +-u- - 4' Y (4) 3/4' .infill OFA INSERT +wet - CAPS 00 00 3�-00 jCp]9Ity @m4u Iola ONEINd1AT Fl1LLSfE SI s _ 1 4'-2” A 4'-E 00 00nn ................. . rr,rrrr,rr„tr`� .................... .................... , r,,,,,,,,r,,,,,,rr N,X,yyyyyyy�ryyy� NrXrXrNrNrNrNrNrN N N.�r�r�r�r�r�r o v .................... mrtm.eretc 1�--� Tr�ncanrtafinn COVER AA. LIFT i W/ U.V. FRAME CAST INTO COVER — BASE GROUND ROD OPEN D MIN SPRINGASSISTED GALVANIZED DIAMOND PLATE PLAN VIEW COVER W/ LOCKING LATCH GALVANUM 'C' CHANNEL, X4r LG.1 F RSIDE, 4 SIDES V-2" 6' FULL _180' OPEN 4'-2' 1 1Z DIA UFT HOLE 1 EACH SIDE, 2 SIDES — 4 3/4" DUL KNOCKOUT 8 EACH SIDE, 4 SIDES RECESSED LIFT HANDLE 6- '--SEE CML FOR SUBGRADE PREPARATION BASIS OF DESIGN: UTILITY VAULT 504 -LA (50"L BASE, 55332P COVER) REVIEINI�D _®R COMPLOANCE WITH NFPAM - NEC MAY 0 5 2616 City f Tukwila BUILDING DIVISION PAD NOTES 1. CONCRETE TO BE 4,000 PSI, 7 DAY CURE, TYPE III, A/C +5%, WIC MAX RATIO 0.40, MAX SLUMP 4- 2. REINFORCING STEEL TO BE NO.5 ASTM A615 GR. 50 BARS INSTALLED IN A DOUBLE MAT, 12' OC. PERIMETER BARS TO BE CONTINUOUS (8' MIN LAP OR WELD). 3. CONTRACTOR TO PROVIDE SEALED CALCULATIONS AND DESIGN FOR EQUIPMENT ANCHORAGE AND EQUIPMENT PAD BASED ON TRANSFORMER SELECTED. PROVIDE TO KC REPRESENTATIVE MINIMUM TWO WEEKS PRIOR TO INSTALL FOR APPROVAL ANCHOR PER EXTEND CURB 2" MINIMUM BEYOND FOOTPRINT OF MANUFACTURER 1 -VT -27 COVERATTOP (TYP)TRANSFORMER (TYPICAL) REQUIREMENTS • • •4 A . v d • d , 12' GME d• 3' MIN Raw coVER(TYP) CONiBJUOUSPER1METEROFREMRCWGSTQ3wiiHINCURB SEE CIVIL FOR TRANSFORMER PAD SUBGRADE SECTION PREPARATION i31 SCALE. NOSCALE E5.01 DRAIN TO OIL/WATER 00, SEPARATOR BY CML C\ Z� 1� P 0 `. FILL IN AREA SURROUNDING SON ASSOCLUES. INC ENGINEERS • CONLSUMNIS HOIf�R1Aat4 Hlm® IROO Q!✓Si@6�IP��O. HOfIE1i0 smft"' yta BW {FF UfA@fIQfON0e11m CM 622-M r- CM Sam mi .infill OFA La +wet - RMON Bf AFM DAM 00 00 3�-00 jCp]9Ity @m4u Iola ONEINd1AT Fl1LLSfE SI s ,��� , 00 00nn : mrtm.eretc 1�--� Tr�ncanrtafinn { ' DLA. SUMP 21? DIA. GROUND ROD KNOCKOUT 2 PLACES IN FLOOR OPTIONAL PULLING IRON 1 EACH CORNER, 4 CORNERS 8" 7' 2 2' SECTION AA HANDHOLE END VIEW TYPICAL ALLSIDES DETAIL %1 SCALE: NO SCALE E1.02 RECESSED LIFT HANDLE 6- '--SEE CML FOR SUBGRADE PREPARATION BASIS OF DESIGN: UTILITY VAULT 504 -LA (50"L BASE, 55332P COVER) REVIEINI�D _®R COMPLOANCE WITH NFPAM - NEC MAY 0 5 2616 City f Tukwila BUILDING DIVISION PAD NOTES 1. CONCRETE TO BE 4,000 PSI, 7 DAY CURE, TYPE III, A/C +5%, WIC MAX RATIO 0.40, MAX SLUMP 4- 2. REINFORCING STEEL TO BE NO.5 ASTM A615 GR. 50 BARS INSTALLED IN A DOUBLE MAT, 12' OC. PERIMETER BARS TO BE CONTINUOUS (8' MIN LAP OR WELD). 3. CONTRACTOR TO PROVIDE SEALED CALCULATIONS AND DESIGN FOR EQUIPMENT ANCHORAGE AND EQUIPMENT PAD BASED ON TRANSFORMER SELECTED. PROVIDE TO KC REPRESENTATIVE MINIMUM TWO WEEKS PRIOR TO INSTALL FOR APPROVAL ANCHOR PER EXTEND CURB 2" MINIMUM BEYOND FOOTPRINT OF MANUFACTURER 1 -VT -27 COVERATTOP (TYP)TRANSFORMER (TYPICAL) REQUIREMENTS • • •4 A . v d • d , 12' GME d• 3' MIN Raw coVER(TYP) CONiBJUOUSPER1METEROFREMRCWGSTQ3wiiHINCURB SEE CIVIL FOR TRANSFORMER PAD SUBGRADE SECTION PREPARATION i31 SCALE. NOSCALE E5.01 DRAIN TO OIL/WATER 00, SEPARATOR BY CML C\ Z� 1� P 0 `. FILL IN AREA SURROUNDING SON ASSOCLUES. INC ENGINEERS • CONLSUMNIS HOIf�R1Aat4 Hlm® IROO Q!✓Si@6�IP��O. HOfIE1i0 smft"' yta BW {FF UfA@fIQfON0e11m CM 622-M r- CM Sam mi .infill OFA La +wet - RMON Bf AFM DAM RECESSED LIFT HANDLE 6- '--SEE CML FOR SUBGRADE PREPARATION BASIS OF DESIGN: UTILITY VAULT 504 -LA (50"L BASE, 55332P COVER) REVIEINI�D _®R COMPLOANCE WITH NFPAM - NEC MAY 0 5 2616 City f Tukwila BUILDING DIVISION PAD NOTES 1. CONCRETE TO BE 4,000 PSI, 7 DAY CURE, TYPE III, A/C +5%, WIC MAX RATIO 0.40, MAX SLUMP 4- 2. REINFORCING STEEL TO BE NO.5 ASTM A615 GR. 50 BARS INSTALLED IN A DOUBLE MAT, 12' OC. PERIMETER BARS TO BE CONTINUOUS (8' MIN LAP OR WELD). 3. CONTRACTOR TO PROVIDE SEALED CALCULATIONS AND DESIGN FOR EQUIPMENT ANCHORAGE AND EQUIPMENT PAD BASED ON TRANSFORMER SELECTED. PROVIDE TO KC REPRESENTATIVE MINIMUM TWO WEEKS PRIOR TO INSTALL FOR APPROVAL ANCHOR PER EXTEND CURB 2" MINIMUM BEYOND FOOTPRINT OF MANUFACTURER 1 -VT -27 COVERATTOP (TYP)TRANSFORMER (TYPICAL) REQUIREMENTS • • •4 A . v d • d , 12' GME d• 3' MIN Raw coVER(TYP) CONiBJUOUSPER1METEROFREMRCWGSTQ3wiiHINCURB SEE CIVIL FOR TRANSFORMER PAD SUBGRADE SECTION PREPARATION i31 SCALE. NOSCALE E5.01 DRAIN TO OIL/WATER 00, SEPARATOR BY CML C\ Z� 1� P 0 `. FILL IN AREA SURROUNDING CONDUITS FLUSH WITH MORTAR -� `• .infill OFA La g0� E,7eT� p • �tN�"� R�1rl°Eo- RECEIV/Eya p CITY. OF �iUKWILA APR 20 2016 PERMIT CENTER TRANSFORMER PAD Q DETAIL r2� SCALE: NO SCALE E1.02 w R I AS NOTED La +wet - nrPruR061U +>� aminuute+n¢ jCp]9Ity @m4u Iola ONEINd1AT Fl1LLSfE SI s ,��� , Depatnent of mrtm.eretc 1�--� Tr�ncanrtafinn MINIMUM f-IWDx3-1/2-W PERIMETER GUTTER LOCATE PRIMARY AND SECONDARY CONDUITS PER MANUFACTURER RECOMMENDATIONS. BASIS OF DESIGN IS SQUARE D CLASS 7230. 8i1. Knowwhars below. Call before you c METRO TRANSIT DIVISION -AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT ELEQTRICAI DETAILS r/ E5.01 1�826 ROUTE FEEDERS THROUGH CONDULETS INTO 2S WIREWAY, SPLICE SEALTITE TEMPORARY FEEDER DOWN TO ENCLOSED CIRCUIT BREAKERS. WIREWAY ATTACHED TO CONDULET COVER MOUNTING THREADED SCREW HOLES, CUT OUT THE BACK OF WIREWAY TO MATCH CONDULET OPENINGS. ------------- 2" MINIMUM CONCRETE ENCASEMENT OF CAP (2) 00 PROVIDE NEW DRIP SHIELD I.AND ROUTE CONDUITS WIREWAY 2.5 2.1 ABOVE DOOR HEADE ( ('� AND WEST OF DOOR BELOW HOT WATER SUPPLY I I 2. DOWN TO TRENCH - RETURN PIPING i ,, J 1 r------------------ ------------- 2" MINIMUM CONCRETE ENCASEMENT OF CAP (2) 416OV SWITCH 416OV SWITCH 750KVA MCB 480V DISTRIBUTION 3.4<8>TRANSFFOORMER 3 3 CONTINUED ON DWG E5.04 SECTION 1 REVIEWED 1=OH COMPLIANCE- WITH NPPA 70 - AVEC MAY 0 5 2016 CiWla �—1 UILDING DIVISION I GENERAL NOTES: 1. PROVIDE SEISMIC BRACING FOR ALL SWITCHBOARD SECTIONS, MATCH EXISTING. (NEN) (NEW) (EXISTING) RECEIVED 3.5 3.6 9.7 CITY OF T KWII A APR 20 2016 ELECTRICAL ROOM ELECTRICAL ROOM PHASE 1 ELECTRICAL PHASE 2 ELECTRICAL ELEVATION ELEVATION r21 SCALE: 1/2"=1'-0' E4.01 SCALE: 1/2"=1'-0' E4.01 s. J U •m CESIG.M PROJECT G6t SCAT FL MOArrAR AS NOTED MYR PH5 AMOIM: WE LOGTIONN . EbMN ASSOCIATES. INC C-umv Buh— ENGINEERS -CONSULTANTS C � C. SMITH nA Ro 0 16MCHRIMENSEA ROAD, 8UtIE Stu SM Flrn A�s�s 9IN H0 0*cNu ONI-AT INCH ty S-WIM BtwWn 9W BEllTill; MM 243 cg we 6gs9a F. 0S 62MM FEAR � � A � �{� D. SIATERUS 8Ao/I5 �+ e O PN..W BY APPD DATE , N,li.REVISION DCRWPEN PERMIT CENTER • o • 1 0 SCALE: 1" = 2' Knowwhat's below. Call before you dig. METRO TRANSIT DIVISION 0A AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT I)MMNQ Department oflif1E5.02 [trans tion �- 1jAL = TIC] WETNo-9GF 26 CONCRETEENCASE CONDUITS TO 8'E' ABOVE GRADE TO PROTECT CONDUITS 2.6 FROM BUMPER STRIKES 600A ENCLOSED AND PROVIDE CIRCUIT BREAKERS MOUNTING SURFACE FOR GENERATOR CONNECTION 416OV SWITCH 416OV SWITCH 750KVA MCB 480V DISTRIBUTION 3.4<8>TRANSFFOORMER 3 3 CONTINUED ON DWG E5.04 SECTION 1 REVIEWED 1=OH COMPLIANCE- WITH NPPA 70 - AVEC MAY 0 5 2016 CiWla �—1 UILDING DIVISION I GENERAL NOTES: 1. PROVIDE SEISMIC BRACING FOR ALL SWITCHBOARD SECTIONS, MATCH EXISTING. (NEN) (NEW) (EXISTING) RECEIVED 3.5 3.6 9.7 CITY OF T KWII A APR 20 2016 ELECTRICAL ROOM ELECTRICAL ROOM PHASE 1 ELECTRICAL PHASE 2 ELECTRICAL ELEVATION ELEVATION r21 SCALE: 1/2"=1'-0' E4.01 SCALE: 1/2"=1'-0' E4.01 s. J U •m CESIG.M PROJECT G6t SCAT FL MOArrAR AS NOTED MYR PH5 AMOIM: WE LOGTIONN . EbMN ASSOCIATES. INC C-umv Buh— ENGINEERS -CONSULTANTS C � C. SMITH nA Ro 0 16MCHRIMENSEA ROAD, 8UtIE Stu SM Flrn A�s�s 9IN H0 0*cNu ONI-AT INCH ty S-WIM BtwWn 9W BEllTill; MM 243 cg we 6gs9a F. 0S 62MM FEAR � � A � �{� D. SIATERUS 8Ao/I5 �+ e O PN..W BY APPD DATE , N,li.REVISION DCRWPEN PERMIT CENTER • o • 1 0 SCALE: 1" = 2' Knowwhat's below. Call before you dig. METRO TRANSIT DIVISION 0A AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT I)MMNQ Department oflif1E5.02 [trans tion �- 1jAL = TIC] WETNo-9GF 26 ^(NEW) - - (EXISTING) O ELECTRICAL ROOM PHASE 3A ELECTRICAL ELEVATION ri1 SCALE_ 1/2"=1'-0' E4.02 4160V JUNCTION BOX (NEW) D. RALPHS DRkW C. SMITH CIEDEB: D. SIATERUS 4BOV DISTRIBUTION (NEW) ELECTRICAL ROOM PHASE 3B ELECTRICAL ELEVATION SCALE: 1/2"=1'-0' E4.02 PRDJECTM%NACSt SCALE R MOATraR AS NOTED APFRU'E6 SUELMAYMNt2 P. MEUN pp 61sw: - ONE I TFULL1 111621144 If MCB (NEM07 REVIEWED -FOR 'OMPLIANCE !MITE NEPA 70 - NEC MAY 0 5 2016 City of-Tu{ila RECEIVED CITY OF i UKWILA APR 20 2016 PERMIT CENTER 0' 1' 2' SCALE: 1'= 2' Know mars below. Call before you dig METRO TRANSIT DIVISION BATE AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT tour" cmv"C o: Itpme LE NS so 03 26 ELCON ASSOCIATES, INC am- c— W avk— ENGINEERS - CONSULTANTS W FIM A— him sm 153W CHRME SEN RAM. MKM SW S®tils .9m 8&1TMF WABF*KMM9ME9 1ELPMam B7t'.81' Rot 2170 62?,BW rAXpq LN FAXQAO)21S= REVISION BY I APP'D DATE 4160V JUNCTION BOX (NEW) D. RALPHS DRkW C. SMITH CIEDEB: D. SIATERUS 4BOV DISTRIBUTION (NEW) ELECTRICAL ROOM PHASE 3B ELECTRICAL ELEVATION SCALE: 1/2"=1'-0' E4.02 PRDJECTM%NACSt SCALE R MOATraR AS NOTED APFRU'E6 SUELMAYMNt2 P. MEUN pp 61sw: - ONE I TFULL1 111621144 If MCB (NEM07 REVIEWED -FOR 'OMPLIANCE !MITE NEPA 70 - NEC MAY 0 5 2016 City of-Tu{ila RECEIVED CITY OF i UKWILA APR 20 2016 PERMIT CENTER 0' 1' 2' SCALE: 1'= 2' Know mars below. Call before you dig METRO TRANSIT DIVISION BATE AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT tour" cmv"C o: Itpme LE NS so 03 26 0 9 BUILDING BUILDING EXTERIOR BUILDING 4. FOOTING 3"M11' PROVIDE 1" FOAM BOARD TO ISOLATE THE FOOTING FROM THE DUCTBANK CONCRETE, EXTEND FOAM BOARD 4" BEYOND EDGES OF DUCTBANK CONCRETE REVISION 3/4"C FOR #4/0 DUCTBANK GROUND/GROUNDING ELECTRODE CONDUCTOR, WHERE EXPOSED /-NEMA 3R STEEL CABINET, 48"x36"x12" MINIMUM, PADLOCKABLE PROVIDE GALVANIZED FREESTANDING METAL CHANNEL WITH EMBEDDED ANCHORS TO SUPPORT GENERATOR CONNECTION CABINET AS NEEDED CONNECTION PANEL CONCRETEENCASEMENT PAINTED TO MATCH BUILDING T MINIMUM GRADE RODS PER E6.05 DEPTH WILL VARY AS REQUIRED TO CLEAR EXISTING UTILITIES, 24" MINIMUM TRANSITION CONDUITS FROM 1 x6 TO 2x3 CONFIGURATION <� 6ENCASEMENT CRETE RED CONCRETE \cam PER \ CONDUITS AT BUILDING EXTERIOR SECTION ri-"� SCALE: NO SCALE PAD NOTES 1. CONCRETE TO BE 4,000 PSI, 7 DAY CURE, TYPE III, A/C +5%, WIC MAX RATIO OAO, MAX SLUMP 4" 2. REINFORCING STEEL TO BE NO.5 ASTM A615 GR. 50 BARS INSTALLED IN A DOUBLE MAT, 12" OC. PERIMETER BARS TO BE CONTINUOUS (8" MIN LAP OR WELD). 3. CONTRACTOR TO PROVIDE SEALED CALCULATIONS AND DESIGN FOR EQUIPMENT ANCHORAGE AND EQUIPMENT PAD BASED ON SWITCH SELECTED. PROVIDE TO KC REPRESENTATIVE MINIMUM TWO WEEKS PRIOR TO INSTALL FOR APPROVAL. EXTEND CURB 4" MINIMUM ANCHOR PER BEYOND FOOTPRINT OF MANUFACTURER 1-1/2'MIN COVERATTOP(TYP) SWITCHGEAR (TYPICAL) REQUIREMENTS T 6" — t ° 12' GRADE W\�/ 3'MINREBARCOVER(TYP) 75" WIDE 69" DEEP SEE CML FO REVIEW A DO ADJUST TO MATCH PROMIENDSWITCH SUBGRADE ^OMPLIA�CEWI PREPARATIO NFPA 70 - 4160V SWITCH PAD 13 �tl �I`� NEC!� DETAIL r2-'� MAY 05 2016 SCALE: NO SCALE E1.02 f ! / City of'TukWjI 1 BUILDING DIVISICI lid ,_[DOORS {N UGEUGE—�} UGEUGE- � E \ j ± b t I- Ll (3) 2xCTi AN Bl 1 D ROTE-CTtVE-HOL1:ARD'(TYPICAL'6F--Id Sp f 5� ) OIL WATEk DRAIN LINE 1 I j 1 2 � � ; I RECEIV'r_ 1 CITY OF TUKWIt [ I 1 -p APR 20 2016.. PERMIT CENTE 0 f 1x6DUCTBANK ryn ENLARGED k PLAN r"3� o s 10 i SCALE: V=5' E1.02 scale feet Knowwhars below. AS NOTED CRA C. Rdt RAR MOATTAR L9 '��, mtim: ,wP6wen s6euxAtDN. rs C. SMITH R MEUN O -CKE(: m Ko, Ocl 1116214 D.SIATERUS,. epartm 3p D. OUPPEN C00965C15 Call before you dig. METRO TRANSIT DIVISION DA AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT E5.04 21� 26 ELCON ASSOCIATES. INC ENGINEERS. CONSULTANTS eWRoo A. SII9 am 16300 C RMENSEN RML SURE330 S.M. wm ttpm 5901 BEATRE, WA8H*=T0N 2010! _00 62?" Fox Q=622a o tapo�2r'ma Fwxtmela�ssas BY APPD DATE PAD NOTES 1. CONCRETE TO BE 4,000 PSI, 7 DAY CURE, TYPE III, A/C +5%, WIC MAX RATIO OAO, MAX SLUMP 4" 2. REINFORCING STEEL TO BE NO.5 ASTM A615 GR. 50 BARS INSTALLED IN A DOUBLE MAT, 12" OC. PERIMETER BARS TO BE CONTINUOUS (8" MIN LAP OR WELD). 3. CONTRACTOR TO PROVIDE SEALED CALCULATIONS AND DESIGN FOR EQUIPMENT ANCHORAGE AND EQUIPMENT PAD BASED ON SWITCH SELECTED. PROVIDE TO KC REPRESENTATIVE MINIMUM TWO WEEKS PRIOR TO INSTALL FOR APPROVAL. EXTEND CURB 4" MINIMUM ANCHOR PER BEYOND FOOTPRINT OF MANUFACTURER 1-1/2'MIN COVERATTOP(TYP) SWITCHGEAR (TYPICAL) REQUIREMENTS T 6" — t ° 12' GRADE W\�/ 3'MINREBARCOVER(TYP) 75" WIDE 69" DEEP SEE CML FO REVIEW A DO ADJUST TO MATCH PROMIENDSWITCH SUBGRADE ^OMPLIA�CEWI PREPARATIO NFPA 70 - 4160V SWITCH PAD 13 �tl �I`� NEC!� DETAIL r2-'� MAY 05 2016 SCALE: NO SCALE E1.02 f ! / City of'TukWjI 1 BUILDING DIVISICI lid ,_[DOORS {N UGEUGE—�} UGEUGE- � E \ j ± b t I- Ll (3) 2xCTi AN Bl 1 D ROTE-CTtVE-HOL1:ARD'(TYPICAL'6F--Id Sp f 5� ) OIL WATEk DRAIN LINE 1 I j 1 2 � � ; I RECEIV'r_ 1 CITY OF TUKWIt [ I 1 -p APR 20 2016.. PERMIT CENTE 0 f 1x6DUCTBANK ryn ENLARGED k PLAN r"3� o s 10 i SCALE: V=5' E1.02 scale feet Knowwhars below. AS NOTED CRA C. Rdt RAR MOATTAR L9 '��, mtim: ,wP6wen s6euxAtDN. rs C. SMITH R MEUN O -CKE(: m Ko, Ocl 1116214 D.SIATERUS,. epartm 3p D. OUPPEN C00965C15 Call before you dig. METRO TRANSIT DIVISION DA AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT E5.04 21� 26 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ----------------------------- - - — - — - — - — - — - — - — - — - — - — - — - - - I NSE T YT­ ------ ------ ------ ------ --—-—- —-—-—- F -------- — I 1 ---------------- = 1 1.5 FlaGF........... . J)J) J) J) y— y— y T srxE amu:: T REVIEWEU FOR % AT. pOMPLIANCETH WI Ply,& NFPA 70EC P_ Y 0 5 2016 Y� yA__'_ - - - - - - - - - - - - - - - - - - L j -- --------------------- -- city Of u la I— 1 3.1 L - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - i I I DIVISION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — Y . F ---------- F' F ME E YE mA . . . . . . — - — - — - _j I ------------ ------------------- :—--- .--._7 fy E6.02 E6.03 E6.04 TII II j J J P= I—A ffm —A Fir— City ot T UILDING 1 ro TL�J' ]JE j �p= -- — — — — — — — — — — — — — — — — — — — — — — — — --- rT J, r TTJ .. . . . . . . . . .. L ------------------------------------------------------------------ ONE-LINE DIAGRAM RECEIVED NOTES: DIAGRAM CITY OF DIAGRAM 0 COORDINATE WITH OWNER TO ISOLATE. SCALE: NONE APR 20 2016 PERMIT CENTER Know what's below. Call before you dig. cm0col. PR"CTMAMGM sm-E. WE METRO TRANSIT DIVISION E C. D.RALPHS R. MOATTAR AS NOTED AUG 2015 A DIAM, AM01M WELOCATONNO. SOUTH BASE o i3ELCON ASSOCIATES, INC SWITCH GEAR AND TRANSFORMER REPLACEMENT c ..ftsvI_ ENGINEERS, CONSULTANTS Ly C. SMITH P. MEUN 'do wp W 111b A—E M" 1E707 Cif,6IBraEN MAWWGM 8EATMF_V4A8HINKnt)N foo TELpM24&=Q"I85 1116214 OW SZZ-S= I. CIS GW,8W D. SIATERUS artment of E6.01 AG DATE IDNAL 8/10/15 C0Nf1 spo on �Oft �NO. OF REVISION COD96 RDIN 22 26 AV m �a MAINTENANCE BUILDING . — . — . — . — - — - — - — I I 16DUA 480277V 25KAIC MAIN SWITCHBOARD - — I � I II Q _ s 1)E . — t�E SPARE GENERATOR BUILDING I ELIEV V M ri 51-Y502 _ EMERGENCY MAN DISTRIBUTION PANEL(EMDP) `—S�A - ---.—.—.—.—. —.—.—.. —.� �) —) IWA 22M 300KVA LOAD I EMERG I CONTROL RCN RCB RCC RCD NCE A" GEN PANEL —30KVA STDBY PANEL AIR STDBY PANEL PANEL PANEL "CP- COMP PANEL "OL' "SCOMP #150HP "SB" LTG ROOM HVAC HOISTS I I �- 45KVA Y 48DROB GEN I STDBY PANEL PANEL PANEL PANEL I PANEL 'OE' "SC "ti" 'P1" EHICL EXH DOORS L._.J L...._. ._------------' - — - — OPS BUILDING 1 . — . — . — . — . — . — . — . — . — ( PANEL 30KVA— YE Y STDBY PANEL PANEL EE. PANELPANELPANEL "ELA' 'ELB""EB"'N'"P2'10DA 1DDA 100A t00A SDA L. — . — . — . — . — . — . — . — . — . — . — . — . . — . — . — . — . — . — . — . — . — . — . — . — . 350KCMIL, 5KV• CU 3.4 511351 5711512 2 2 �I 2 I — 1000KVA I Y 41BOV-48DVO I 57-Y-007 1600A GFI 7DA 1 — .225A ). 40) —40 1 5) 1 5 20DA i� )— J L — AIR AIR PANEL PANEL 750KVA 1 I F i 15DE I �Kd — ` Il TO OUTSIDE lJT7` SUBSTATION COMP COMP B' A i7350HP C250HP PLUG BUS PLUG A"1C* BUS400A '2B` 400A Y — Y —Y Y i PANEL PANEL PANEL PANEL ' - NON -REVENUE — I VEHICLE SHE PANEL 411=77V PANEL I PANEL - .,," —30KVA YR 2-1120V JOOA - I =-—-— - — - — -— —'— — — — — —.� TO UNIT TO UNIT REPAIR (CSC) REPAIR (CSC) PANEL PANEL I `" II PHASE 1 ONE -LINE DIAGRAM DIAGRAM SCALE: NONE E6.01 Rdt D. RALPHS R. MCATTAR AT NOTED ■ _ s QED AA 0PAN41 APRtOVFA $BEWGRIONNR P C. SMITH P. MEUN � cHii . SEND. ONE INCHAT FULLS 'w� A, 1116214 �yN�rnex� Gti D. swTERus," epartment of IQNAL 8/10/15 REWRIODD: wvrlucr a don TONE I D. CRIPPEN COO 1 CCD NOTES: O COMPLETE ALL SITE WORK, INCLUDING FEEDERS TO MAINTENANCE BUILDING PRIOR TO ANY DEMOLITION WORK WITHIN BUILDING. O2 REMOVE 4160V SWITCHES. O PROVIDE 600A ENCLOSED CIRCUIT BREAKER. ® KIRK INTERLOCKS TO MATCH DEMOLISHED 4160V SWITCH KIRK INTERLOCKS. REVIEWED .FOH COMPLIANCE WITH ' NEPA70 - NEC MAY 0 5 2016 City ®f Tukikila BUILDING DIVISIO RECEIVED CITY OF T UKWILA APR 20 2016 PERMIT CENTER ju-, Know whars below. Call before you dig. METRO TRANSIT DIVISION 10A1E AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT PHASE 1 E6.02 2a3 26 EECON ASSOCIATES, INC nw-CaaftVEvhm B4GINEM,00NSULTANtS R8 RM A.mC 64m IWD 16 M 011 i6f@IBEN ROAD. SUDE 330 Y81B8 S." W-Iuy 2WBEATILE"WASfIiD1ON �'�) � CM 6725872F- CM6a6D0 Na. REVISION BY APPD DATE PHASE 1 ONE -LINE DIAGRAM DIAGRAM SCALE: NONE E6.01 Rdt D. RALPHS R. MCATTAR AT NOTED ■ _ s QED AA 0PAN41 APRtOVFA $BEWGRIONNR P C. SMITH P. MEUN � cHii . SEND. ONE INCHAT FULLS 'w� A, 1116214 �yN�rnex� Gti D. swTERus," epartment of IQNAL 8/10/15 REWRIODD: wvrlucr a don TONE I D. CRIPPEN COO 1 CCD NOTES: O COMPLETE ALL SITE WORK, INCLUDING FEEDERS TO MAINTENANCE BUILDING PRIOR TO ANY DEMOLITION WORK WITHIN BUILDING. O2 REMOVE 4160V SWITCHES. O PROVIDE 600A ENCLOSED CIRCUIT BREAKER. ® KIRK INTERLOCKS TO MATCH DEMOLISHED 4160V SWITCH KIRK INTERLOCKS. REVIEWED .FOH COMPLIANCE WITH ' NEPA70 - NEC MAY 0 5 2016 City ®f Tukikila BUILDING DIVISIO RECEIVED CITY OF T UKWILA APR 20 2016 PERMIT CENTER ju-, Know whars below. Call before you dig. METRO TRANSIT DIVISION 10A1E AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT PHASE 1 E6.02 2a3 26 MAINIENANCEBUIIDING ( 0 NEW 160QA4BQ7M 25K4IC NWNSWRCHBOARD ...... _.—.—. --------------------- _._.—.—.—.—._.—.—. •TOA 1 j 4BOA✓l` 4�1— ' q 4.3 i OU3WA 480077V 25MC MW SWITCHBOARD I I1 1 SPARE SPARE SPARE GENERATOR BUILDING I ELEVVm —1`—.-`._. b\. 1504 J 200A J i50A J . AIR AIR PANE I PANEL COMP COMP 'B' 350KCMIL, 5KV, CU 0500" 51-Y-502 I - 1 .L � f/350HP k250HP I EMERGENCY MAIN DISTRIBUTION PANEL(EMDP) J ------ 500A 1 i .L225A 1 —504 J 1504 J YlS4 �— Y15A J -- . 1254 J PLUG BUS PLUG 0 0 0 400A BUS u400A Y Y — Y rr -Y-1— Y I PANEL PANEL PANEL PANEL 1 300 LOAD EM I CONTROL C GEN - PANEL RCA RCB RCC RCD RCE NON -REVENUE VEHICLE SHED — 30KVA �I STOGY PANEL AIR STOGY PANEL PANEL JP�NEL 4..7V PANEL PANEL 'CP' COMP PANEL -W 'F• "r LTG ROOM Si 50HP HVAC HOISTS I ' — —30KVA I L rYM —45KVA Y — Y— 480208 I GEN I STDBY PANEL PANEL PANEL A11DDA- EHICL EXH DOORS i - .— . — - — - — - — - — - — - —• —. _._. ._.—.—.—.—.—._._.—._._._._._.J OPS BUILDING I I I30KVA ENGINEERS - CONSULTANTS Fnn A�q srm rzlD ISTDBY S.mwamrp Ban TELPM243E3a WS) B22-6822 Far Pd1962?-800 PANEL BY APPT) DATE "P2- 1DOA L _ s� Qm � .. goo ?fid ti.. REVISION dtn�� r� --1 750KVA F' _�. J 41COV-480V I 150E I3.1 ./ \. TO OUTSIDE C — i SUBSTATION ------ . - - - - -- -- - 1 TO UNIT TO UNIT REPAIR (CSC) REPAIR (CSC) PANEL PANEL PANEL 1) YE Y— PANEL PANEL EI.A PANEL"ELA- 100A`N"100ALA 100A t00A 50A I - — . _ . — . _ . — . _ . _ . — . — . — . — . _ . — . C. $dtA D. RALPHS C �01 ►Vs„ .� uuxw A r C. SMITH CHSD F . r4�q, rti O. SIATERLIS o S Nom' 8/IO�IS RECOW&MEt. D. CRIPPEN PHASE 2 ONE -LINE DIAGRAM DIAGRAM r1'), SCALE: NONE E6.01 R MOVED: AS NOTED AAPPROVED:500 LOC4TIONNQ P. ME 4 La ONE IN FULL ICQIg County 74 .a . m DPiwrtment of NOTES: Q1 TRANSFER ANY E -MON D -MON CURRENT TRANSFORMERS FROM THIS CIRCUIT TO CORRESPONDING CIRCUIT WITHIN NEW SWITCHBOARD WHEN TRANSFERRING THIS FEEDER TO NEW SWITCHBOARD. PROVIDE ADDITIONAL CONDUIT IF NECESSARY TO EXTEND CIRCUIT TO EXISTING METER LOCATIONS, PROVIDE NEW WIRE FOR LENGTH OF CIRCUIT IF CIRCUIT IS EXTENDED OR EXISTING WIRE IS DAMAGED. O2 CIRCUIT FOR TEMPORARY GENERATOR POWER DISTRIBUTION PANEL. REVIEWED .FUR COMPLIANCE WITH NFPA 70 - NEC PAA` 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 20 2016 PERMIT CENTER a 1 Knowwhars below. Call before you di METRO TRANSIT DIVISION aTE: AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT E6.03 D. OF 24 26 ELCON ASSOCIATES, INC ENGINEERS - CONSULTANTS Fnn A�q srm rzlD 103M CHROTENSM WAR MMIE 70 WATMWAVOIGTONi81B3 S.mwamrp Ban TELPM243E3a WS) B22-6822 Far Pd1962?-800 BY APPT) DATE C. $dtA D. RALPHS C �01 ►Vs„ .� uuxw A r C. SMITH CHSD F . r4�q, rti O. SIATERLIS o S Nom' 8/IO�IS RECOW&MEt. D. CRIPPEN PHASE 2 ONE -LINE DIAGRAM DIAGRAM r1'), SCALE: NONE E6.01 R MOVED: AS NOTED AAPPROVED:500 LOC4TIONNQ P. ME 4 La ONE IN FULL ICQIg County 74 .a . m DPiwrtment of NOTES: Q1 TRANSFER ANY E -MON D -MON CURRENT TRANSFORMERS FROM THIS CIRCUIT TO CORRESPONDING CIRCUIT WITHIN NEW SWITCHBOARD WHEN TRANSFERRING THIS FEEDER TO NEW SWITCHBOARD. PROVIDE ADDITIONAL CONDUIT IF NECESSARY TO EXTEND CIRCUIT TO EXISTING METER LOCATIONS, PROVIDE NEW WIRE FOR LENGTH OF CIRCUIT IF CIRCUIT IS EXTENDED OR EXISTING WIRE IS DAMAGED. O2 CIRCUIT FOR TEMPORARY GENERATOR POWER DISTRIBUTION PANEL. REVIEWED .FUR COMPLIANCE WITH NFPA 70 - NEC PAA` 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 20 2016 PERMIT CENTER a 1 Knowwhars below. Call before you di METRO TRANSIT DIVISION aTE: AUG 2015 SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT E6.03 D. OF 24 26 I 1 I I I I MAINTENANCE BUILDING NEW 400A POWER DISTRIBUTION PANEL FOR STANDBY GENERATOR CONNECTION � — — NEW t5oaA4Ba2mz5KacMAIN swr cNBonnD .. _ . _ . _ . _ . _ . _ . _ . _ . ` 1 4M)K 50A -- 400A J . — 400A J 50A 150A J 150A ) 200A � 1 )(D TYP � I SPARE SPARESPARE BUILDING I ELEV —I ( VM I (---[I' AIR AIR PANEL PANEL F. 51-Y502 I\i` COMP COMP "B" 'A^ EMERGENCY MAW DTRI ISBUTION PANEL (EMDP) LSBDA . — . I N350HP 1t250HP 500.4 J I I �225A 1 —SM J 150A f 2254 J— 2254 J — 1254 J. PLUG BUS PLUG 0 0 A 1C' BUS B 400A '2B•400A Y�P�E YYYTPEL ANEL PANEL ^G' 'D" �3-00KVA I CONTROL RCA RCe17 RCC RCD RCE 350KCMIL, 5KV, CU GEN PANEL NON -REVENUE —3oKVA I VEHICLESHED I I STDBY PANEL AIR STOGY PANEL PANEL PANEL 480277V PANEL I PANEL I I I PANEL COMP PANEL E "T" I I Vf "SA• COMP #150HP "SB' LTG ROOM HVAC HOI6T6 PSL PAN�E"L YPANEL PANEL PANEL PANEL M" 'K' 30KVA— lJ`A.AJ L"IA.AJ o V.J–U n Y— Y— STOGY PANEL PANEL PANEL PANEL PANEL PANEL i 'PANEL 'ELA" "ELB" "EA' 'ES' "N" "L' PT 100A 100A t00A 100A 100A 50A L. . _ . _ . _ . _ . — . _ . _ . _ - --_ . _ . _ . A IKVA YR 208/12.V100A 225A I I I I EECON ASSOCIATES, INC 45KVA 480208 GEN I STDBY 18]00 CtliiWEIR iROAD. SUrTEE70 SEATTL4 WABfNO1DN 991M PANEL PANEL Steakt 9m I I i •vr 0096P2`.�HM Far O'19� OPS BUILDING REVISION BY APPD DATE I I PSL PAN�E"L YPANEL PANEL PANEL PANEL M" 'K' 30KVA— lJ`A.AJ L"IA.AJ o V.J–U n Y— Y— STOGY PANEL PANEL PANEL PANEL PANEL PANEL i 'PANEL 'ELA" "ELB" "EA' 'ES' "N" "L' PT 100A 100A t00A 100A 100A 50A L. . _ . _ . _ . _ . — . _ . _ . _ - --_ . _ . _ . A IKVA YR 208/12.V100A 225A I I I I i EECON ASSOCIATES, INC I ENGINEERS-CONSULTAMS MFMA—&ft Em 18]00 CtliiWEIR iROAD. SUrTEE70 SEATTL4 WABfNO1DN 991M Steakt 9m TELPM24NM 0096P2`.�HM Far O'19� REVISION BY APPD DATE i I r� 750KVA D 4160VABOV F_ 750E I I TOOUTSIDE — SUBSTATION TO UNIT TO UNIT REPAIR (CSC) REPAIR (CSC) NOTES: 1O TRANSFER ANY EXISTING E -MON D -MON METERS FOR EACH CIRCUIT TO NEW SWITCHBOARD. PROVIDE NEW WIRING IF DISTANCE FROM CT TO METER IS GREATER THAN EXISTING LENGTH. REVIEWED _FOR COMPLIANCE WITH NFPA 70 - ITEC MAY 0 5 2016. City of'TuWla BUILDING DIVISION ! RECEIVED PHASE 3 CITY OF Wl{�' 11-A ONE -LINE DIAGRAM DIAGRAM n APR 20 Wit SCALE NONE E6.01 PERMIT CENTS I t � Knowwhars below. Call before you dig OFS01Fa PRMCT MNNGM WA c. AS NOTED GATE: METRO TRANSIT DIVISION $4tp D. RALPHS R MOATTAR SOUTH BASE AUG 2015 DN ww.. APPRUUM 60EL=TI0NNQ C SWITCH GEAR AND TRANSFORMER REPLACEMENT OE08Eh BISN7N ONE INCH AT FULL SIZE I�1�GOUIL9 IIy PHASE 3 DAVM 0. SIATERUS T_ent N sR NDE6Gc. 04mrta AGRAM 25 260. CRIPPEN IFNTN -EN goqo U §pa MAINTENANCE BLDG. TRANSFORMER 416OV SERVICE EL{,ON ASSOCIATES, INC ENGINEERS - CONSULTANTS WI FIM A- 9 Em 76700 CEPSM49EN RWG, BUITE7L70 SEATnE WARHINGI N aefee FAAXP C. R dt p4'� °' �, fi.S - .A, �t �ON6L �1G LE.131ER D. RALPHS GER SGi£ AS NOTED rroNNo La ONE INCH T FULL 5 MY 1116214 ef1Y NOT NCH,lee, gCO5 N LOOP FULLY PATE AUG 2015 auwN: C. SMITH RATED SERVICE CFEC1a=P. D. SIATERus - m"NSM E6.05 NEUTRAL II xtocN w®: 0.CRIPPEN SfMWOF 26 26 #4/0 CU GROUND NOTES: O VERIFY EXISTING OR PROVIDE #1/0 MINIMUM BONDING JUMPER. HANDHOLE O2 PROVIDE (2) 3/4" X 10' MINIMUM UL LISTED GROUND RODS PER NEC 250, RESISTANCE SHALL MEASURE 25 OHMS OR LESS TO GROUND, COMMISSION AN FULLY RATED #1/0 SUPPLEMENTAL GROUND INDEPENDENT FIRM HAVING QUALIFIED PERSONNEL SERVICE NEUTRAL #410.CU DUCTBANK GROUND AND PROPER EQUIPMENT TO VERIFY. GROUNDING ELECTRODE CONDUCTOR (GEC) #1/0 MIN GROUND RODS O 1200A SWITCHBOARD CONDUITS TO OTHER PANELSL-i #4/0 CU (TYP) RESTORE ALL N — BUILDING GAS PIPING, EXISTING GROUND G WATER PIPING, STEEL CONNECTIONS r GROUNDING DIAGRAM C fpr DIAGRAM %1� ^^RREVIEW.Eu t-uh SCALE: NONE VVmPLIANCE WITH NFPA 70 ® !SEC MAY 0 5 2016 I City of'Tulcwila BUILDING DIVISION RECEIVED CITY OF T UiiWILA APR 20 2016 PERMIT CENTER i Knowmars below. Call before you dia. wwr pvw- W z -4f I- EL{,ON ASSOCIATES, INC ENGINEERS - CONSULTANTS WI FIM A- 9 Em 76700 CEPSM49EN RWG, BUITE7L70 SEATnE WARHINGI N aefee FAAXP C. R dt p4'� °' �, fi.S - .A, �t �ON6L �1G LE.131ER D. RALPHS GER SGi£ AS NOTED rroNNo La ONE INCH T FULL 5 MY 1116214 ef1Y NOT NCH,lee, gCO5 N METRO TRANSIT DIVISION SOUTH BASE SWITCH GEAR AND TRANSFORMER REPLACEMENT G T N G D I =Y PATE AUG 2015 auwN: C. SMITH CFEC1a=P. D. SIATERus - m"NSM E6.05 N% REVISION BY APPD DATE0' xtocN w®: 0.CRIPPEN SfMWOF 26 26 wwr pvw- W z -4f I-