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HomeMy WebLinkAboutPermit EL10-0791 - KING COUNTY - METROKING COUNTY METRO 12100 EAST MARGINAL wys EXPIRED 04 -05 -11 EL1 0-0791 City* Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us ELECTRICAL PERMIT Parcel No.: 7340600421 Address: 12100 EAST MARGINAL WY S TUKW Tenant Name: KING COUNTY METRO Permit Number: EL10 -0791 Issue Date: 03/25/2011 Permit Expires On: 04/05/2011 Owner: Name: KING COUNTY Address: 500 K C ADMIN BLDG , SEATTLE WA 98104 Contact Person: Name: RIC AYALA Address: PO BOX 6209 , 1001 3 AV S 98064 Contractor: Name: SIGNAL ELECTRIC INC Address: PO BOX 6209 , KENT WA 98064 Contractor License No: SIGNAEI325K8 Phone: 253 872 -7177 Phone: 253 872 -7177 Expiration Date: 07/31/2011 DESCRIPTION OF WORK: INSTALL NEW STANDBY GENERATOR AND ATS SYSTEM (150 KVA) Value of Electrical Work: NRES: $120,291.00 RES: $0.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: SEATTLE CITY LIGHT Permit Center Authorized Signature: Fees Collected: $2,310.00 National Electrical Code Edition: 2008 Date: 3' I hereby 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 electrical permit and agree to the conditions on the back of this permit. Signature: Print Name: Date: 305/ii This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: EL -9/09 ELI 0-0791 Printed: 03 -25 -2011 PERMIT CONDITIONS Permit No. EL10 -0791 * *ELECTRICAL ** 1: ** *ELECTRICAL * ** 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. doc: EL -9/09 EL10 -0791 Printed: 03 -25 -2011 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.cLtukwila.wa.us Electrical Permit No. ' t)0 ✓ olq Project No. (For office use only) ELECTRICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 12100 E Marginal Way S. , Seattle Tenant Name: King County Metro King Co Assessor's Tax No.: Suite Number: New Tenant: Property Owners Name: Ron Moattar Mailing Address: 201 South Jackson St. Seattle Floor: ❑ Yes m ..No WA 98104 Zip City State CONTACT PERSON — Who do we contact when your permit is ready to be issued Name: Ric Ayala Mailing Address: 1001 3rd Ave S. Day Telephone: (253) 872 -7177 Kent WA 98064 E -Mail Address: ric @signalelectric.com City State Fax Number: (253) 395 -0556 Zip ELECTRICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Signal Electric Inc. 1001 3rd Ave S. PO Box 6209 Kent WA 98064 Contact Person: Signal Electric Inc. E -Mail Address: signaleletric @comcast.net Contractor Registration Number: 02 -1485 City State Day Telephone: (253) 872 -7177 Fax Number: (253) 395 -0556 Zip Expiration Date: Valuation of Project (contractor's bid price): $ 120,291 Scope of Work (please provide detailed information): Install new Standby Generator and ATS systems 15okvq Will service be altered? ❑ Yes I No Adding more than 50 amps? ❑ Yes ❑ No Type of Use: Type of work: m New ❑ Addition ❑ Service Change ❑ Low Voltage ❑ Generator ❑ Fire Alarm Property Served by: ❑ Puget Sound Energy m Seattle City Light H: \Applications\rorms•Applications On Line\2010 Applications \7 -2010 - Electrical Permit Application.doc bh Page 1 of 2 ❑ Remodel ❑ Tenant Improvement ❑ Telecommunication ❑ Temporary Service Staff lnitials: }C I 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 RESIDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration $81.90 (no added/altered circuits) ❑ Service change with added/altered circuits $81.90 number of added circuits $11.55 ea ❑ Circuits added/altered without service change $54.60 (up to 5 circuits) ❑ Circuits added/altered without service change $54.60 (6 or more circuits) $7.65 ea ❑ Meter /mast repair $68.25 ❑ Low voltage systems $59.85 (alarm, furnace thermostat) MULTI - FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) $63.00 ❑ Temporary service (generator) $78.75 ❑ Manufactured/mobile home service $84.00 (excluding garage or outbuilding) ❑ Carnivals $78.75 Number of concessions $10.50 ea PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR ELECTRICAL CONTRACTOR: Signature: Print Name: Mailing Address: 1001 3 Ave S. P 0 Box 6209 Date: 10/07/2010 Day Telephone: (253) 872 -7177 Kent 98064 Zip City IDate Application Accepted: 19101 I i Q State Date Application Expires: 01.4 t1� H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Electrical Permit Application.doc bh Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: htqx//www.ci.tukwila.wa.us RECEIPT Parcel No.: 7340600421 Permit Number: EL10 -0791 Address: 12100 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 10/07 /2010 Applicant: KING COUNTY METRO Issue Date: Receipt No.: R10 -02000 Payment Amount: $2,310.00 Initials: JEM Payment Date: 10/07/2010 09:09 AM User ID: 1165 Balance: $0.00 Payee: SIGNAL ELECTRIC, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 074217 2,310.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PERMIT - NONR 000.322.101.00.00 ELECTRICAL PLAN - NONRES 000.345.832.00.00 Total: $2,310.00 1,848.00 462.00 doc: Receiot -06 Printed: 10 -07 -2010 INSPECTION RECORD Retain a copy with permit 6U0 o j INSP @CTION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ,/ �� _ t A J4/71/ Type of Inspection: 0O / Address: llioo E. ntAck Date Called: Special Instructions: Date Wanted: 1 m1 Requester: Phone No: Fri Approved per applicable codes. El Corrections required prior to approval. 8j COMMENTS: VAIDAYAMP Dtit)64/A1 C/059AI eintD+l9 Inspector: c Date: jo °7 r0 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. FILE COPY SB VW Generator Replacement Construction Scope of Work Upgrade and relocate generator and associated electrical systems at King County Metro Transit South Base Fuel Wash Building. The following scope of work summary shall be performed per the attached specifications and drawings 1. Provide project schedule of work and equipment submittals. 2. Request power outages a minimum of 10 days in advance of performing work 3. Provide electrical and mechanical permits for project. 4. Provide one (1) new outdoor 150 kW generator with day tank and sound attenuated enclosure. 5: Provide two (2) automatic transfer switches (ATS). One ATS for emergency loads and one ATS for standby loads. 6. Provide one (1) generator service disconnect, two (2) enclosed circuit breakers, one (1) 480 volt power panel with feeder breakers. 7. Provide all conduits, grounding equipment and wiring to connect generator components, automatic transfer switches, circuit breakers, panels, control panels, instrument panels and ancillary devices. 8. Provide temporary standby generator during times when the existing and new generators are not available to provide emergency power. Standby power shall be available at all times in the event of a utility power outage. 9. Coordinate with Project Representative for coordination/selective tripping of over- current protective devices as required by NFPA 70 (National Electric Code) paragraph 700.27. 10. Provide site preparation earth work, tree and shrub removal as required for installing new generator foundation and associated concrete work. 11. Provide concrete foundation, surrounding concrete sidewalk, and concrete retaining wall for generator installation. Provide rockery and new fencing to visually screen the new generator. Provide concrete filled steel bollards for protection. 12. Provide diesel fuel supply and return piping from the Fuel Wash bui generator day tank. Provide line leak detection and dual wall tubing underground pressurized supply line, and dual wall tubing for under return line. 13. Provide demolition of concrete pavement and trenching to install un fuel lines and electrical conduit. Refill trenching and replace concre installation. 14. Relocate existing day tank as indicated on the drawings. 15. Remove existing 75 kW generator and transport to King County HeUILDING DIVISION Equipment Auction site located at 3005 NE 4th Street, Renton WA, 16. Remove existing 400 amp ATS and deliver to King County MetroTransit Power Distribution Headquarters located at 2255 4th Avenue S, Seattle WA. 17. Disconnect remove and dispose of associated unused wire and conduit. INED.FOR �1ANCE WITH 0 NEPA 70 - NEC ergrou9IT 2 0 2010 e after City oTTukwita The work shall be coordinated with the Project Representative to prevent interruption of the bus maintenance and operations. RECEIVP CITY OF TUKWII A OCT. 0.7 2010 PERMIT CENTER uoo11 I 03 -02 -2011 RIC AYALA 1001 3 AV S KENT WA 98064 r City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit Application No. EL10 -0791 12100 EAST MARGINAL WY S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 10/07/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 04/05/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted 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 application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, ‘1):Jj Bill Rambo Permit Technician File: Permit File No. EL10 -0791 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 i)ERACT COORD COP AN PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: EL10 -0791 DATE: 10/07/10 PROJECT NAME: KING COUNTY METRO SITE ADDRESS: 12100 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 4.\1> A-tqf Wilif-4 0 Building Division Public Works ❑ Fire Prevention Structural ❑ Planning Division n nPermit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10/12/10 Complete Comments: Incomplete n Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route big, Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: IRL DUE DATE: 11/09/10 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople-lter Friendly Page • Page 1 of 1 Electrical Contractor A business licensed by Lai to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Business and Licensing Information Name SIGNAL ELECTRIC INC UBI No. 173005578 Phone 2538727177 Status Active Address Po Box 6209 License No. SIGNAEI325K8 Suite /Apt. License Type Electrical Contractor City Kent Effective Date 5/28/1968 State WA Expiration Date 7/31/2011 Zip 980646209 Suspend Date County King Specialty 1 https: // fortress .wa.gov /lni/bbip /Print.aspx 03/25/2011 R: \4658 - 004.11 \Owgs \0300_01 5 -25 -10 02:39pm man? so TYPICAL SECTION AND DETAIL REFERENCING SYSTEM VICINITY MAP NOT TO SCALE • GENERAL NOTES 1. CONSTRUCTION SHALL BE IN ACCORDANCE 2006 INTERNATIONAL BUILDING CODE AND THE LATEST EDON OF THE BUILDING CODE A COPY OF THE APPROVED PLAN, MUST BE ON SITE WHENEVER RT CONSTRUCTION IS IN PROGRESS. City of - Tukwila 11 2. IT IS THE SOLE RESPONSIBIUIY OF THE CON -• - - of ! {,/A�� TO INDEPENDENTLY VERIFY THE ACCURACY 01 BUILDING UTILITY LOCATIONS SHOWN AND TO DISCOVER AND AVOID HARM TO ANY OTHER BUILDING UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. LOCATION MAP NOT TO SCALE SHEET INDEX. SHEET DRAWING NUMBER 2 3 REVIEWED .FORA COMPLIANCE Wirkl NFPA70 -NEC 7 THE OCT 2 0 2010 _ 10 DING DIVISION 3. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS REQUIRED TO PROTECT EXISTING BUILDING UTILITIES, EQUIPMENT OR BUILT —IN FURNISHINGS REMAINING IN THE WORK AREA DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO START OF WORK. 5. ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY, OFF SITE REVISION BY APP'D DATE 13 14 G0.01 C1.01 05.01 51.01 M0.01 M1.01 E0.01 DE1.02 DE6.01 E1.01 DESCRIPTION VICINITY MAP & INDEX TO DRAWINGS PAVING & RESTORATION PLAN & SECTION DETAILS & NOTES GENERATOR -PAD PLAN & SECTION LEGEND, NOTES AND DETAILS FUEL/WASH BUILDING PLAN ELECTRICAL SYMBOLS AND ABBREVIATIONS FUEL WASH BUILDING DEMOLITION PLAN DEMOLITION ONE —UNE DIAGRAM FUEL WASH BUILDING CONSTRUCTION PLAN SITE E1.02 FUEL WASH BUILDING CONSTRUCTION PLAN E6.01 CONSTRUCTION ONE —UNE DIAGRAM [6.02 PANEL SCHEDULES E6.03 PANEL SCHEDULES No ch REVISIONS be made to the Of work without prior approval oA Tukwila Building NOTE: Revisions �� Division. and �y include �� plan submittal plan review tees. (1) THE SECTION IS CUT ON DRAWING A101: (2) ON DRAWING A105 SECTION SCALE: 1 ° =1'-0" A3.0 SECTION LETTER ELEVATION LETTER 92.01 DRAWING ON WHICH SECTION /ELEVATION APPEARS. THIS SECTION IS IDENTIFIED: A1.0 SECTION LETTER RAWING ON WHICH SECTION WAS TAKEN. (3) DETAILS ARE CROSS— REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LEH ENS. DRAWING NUMBERING SYSTEM KEY: DISCIPI INF • ASB ASBUILT G GENERAL C CIVIL L A S M FP E T TC TS U LANDSCAPE ARCHITECTURE STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL TROLLEY TRAFFIC CONTROL TRAFFIC SIGNAL URBAN DESIGN DESIGNATED CATEGORY 0 GENERAL 1 PLANS 2. ELEVATIONS 3 SECTIONS . 4 ENLARGED PLANS 5 DETAILS 6 SCHEDULES Sc DIAGRAMS 7 USER DEFINED, 8 USER DEFINED 9 3D VIEWS AREA LOCATION (FOR PROJECTS WITH C 1 .0 MULTIPLE LOCATIONS) DISC1PUN£ DESIGNATOR SEPARATOR SEQUENTIAL DRAWING NUMBER WITHIN DISCIPLINE AND DESIGNATED CATEGORY ABBREVIATIONS: SEE DWG E0.01 SEPARATE PERMIT REQUIRED F01t EirClethantal 0 Bedded ❑ Gas ❑ vie City of Tukwila Bti`LlmNG DIVISION, FILE COPY permit No. EL�ao7q� Plan review approvsd ks subject to errors and omissions. Approval of construction documerds does not satiate the violation of any adopted node or ordnance. Receipt of approved Add Copy and conditions is acknowledged: BY Date: '�aS � l City Of Ademila BUILDING DIVISION SOUTH BASE RECEIVED CITY OF TUKWIIA FUEL /WASH BUILDING OCT 0 72010 GENERATOR REPLACEMENT PERMIT KING COUNTY ELCON ASSOCIATES, INC ENGINEERS - CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 SEATTLE, WASHINGTON 98188 TEL (208) 2435022 FAX (206) 2435205 DESIGNED: D. SIATERLIS MAIM L1. KLQAEK CHECKED: S. BARTKOSKE RECO/400M D. CRIPPEN PROJECT U 1AO R, R. IADATTAR APPROVER D. CAMPBELL IBIS NR. WOW =WM - =BRACT NO: Ste: AS SHOWN SRE IDCADON NO: ONE INCH AT FULL SAE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE FUEL/WASH GENERATOR REPLACEMENT VICINITY MAP & INDEX TO DRAWINGS DATE 5/25/10 DRANING NO. G0.01 ND: OF 1 14. X \110000 -110250 \110106 (KC SB Genera tor) \CADD \Design \KCSB - 0101 —SP ' ?Z7 ...h. l I r�k r.? �E " "EAST MARGINAL WAY UNABLE TO TELL SIZE . - i' C6_G D- tL 01 I r--'` - , PROPERTY UNE 1 ' • i CONC r"Jh.Ll: 5 �' \ -' REMOVE EX. TREE LLL • Jp \ V ': n o- SEe STRUCTUi�AL PLANS FOR -- 2 ?k �/ W LAYOUT AUCWAY, AND WALL GENERATOR PAD, - „....1-1;;- -- t��- �.` -r -_ 6' CHAIN L1NI< FFiVC - X X % EX. CHAIN UNK FENCE TO REMAIN r a_ Ca-- r. E N -")-'`` C.. ROCKER' WALL y D -m c. j o p NE I-- Al -•1 J C5 sk 6 --(BET.END 5' BEYOND CONC.�VACL/014TYP.)) PROTECT EX. �OW1 R CONDUITS. F I LOCATION. • GENERATOR, SEE ELEC. s PLANS - s -•(L11 8 "CONCR.ET -. EX. TREE TO REMAIN • Pt Yk• f1 -GBAR FLNC-E,- iff - DE�AIL•s 17'G&01 X -• � \� -- INSTALL 2" THICK W000'7 ?T1 ;.1�I 's,� : cP - s\ MULCH TO ALL DISTUR$ R. �ro .? • �U AREAS, i,n\ MATCH I RAE- E, • 8" CCNCI ?ETE 6' CHRIN LINK X EENC1= % Ian a• • -- I.�n " 2200 v 7Dn -. BOLLARD, (%3ufjR SEE BETA 5 /C5.o1 Ca@TR nQ' ELEV -s R OF• UD 21.69 S i 14._ -MOD - o a • rn ?.i ✓ .u�1 ITt '.1 -i 17 O �i _11 J ' In I rrI c 7j C) \ \ \ \`•. \ \ \\ EX. JOINT, (TYP.) MATCH EX. 6” CURB & GUTTER MATCH EX. 12" -WIDE CURB AT EX. CONTROL JOINT , PORTLAND CEMENT CONCRETE PANEL REPLACEMENT. SEE DETAIL 1/C5.01 EX. FUEL / WASH BUILDING bm i:71,-.P1 o L \ \ \\ \>h\' '\G \ \ \ \ \\�\� L��y \ \ \`. \ \ \ \L.1\\ \ \ \ \\ \ \t\ \ \ \'cZ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \`:\\ \Z\`1 \\ \L• \ \ \ \1\ L\\\ \'i\`.�\ \ \`.'t \\�� \\\ \\ . \ \\ \\ PROTECT EX. WATER UNE FIELD VERIFY LOCATION. PROTECT EX. 12" CONCRETE STORM SEWER UNE. FIELD VERIFY LOCATION. EX. COMMUNICATIONS UNE TO REMAIN. FIELD VERIFY LOCATION. EX. SEWER LINE TO REMAIN. FIELD VERIFY LOCATION. MATCH EX. 12" -WIDE CURB AT EX. CONTROL JOINT T1oo -L I f Q cx„ EX1 RLJDEDI CCRB -\_ 6-1 (1 °or 0 CAI' PO BUSINESS' DAYS DEEOE YOU DIG I -;I1- 424 -5555 l No. REVISION BY APP'D DATE. C) oa SIE O t y REVIEW.Eb .I=� COMPLIANCE WITH -_ NFPA70 - NEC - OCT 2 0 2010 City of Tukwila BUILDING DIVISION 1.0 0 10 20 30 FEET (1" = 10') ABBREVIATIONS: EX. EXISTING ELEC. ELECTRICAL CONC. CONCRETE PCCP PORTLAND CEMENT CONCRETE PANEL MAX. MAXIMUM MIN. MINIMUM TYP. TYPICAL GENERAL NOTES 1. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATIONS OF ALL UTIIJTIES. CONCRETE MIX REQUIREMENTS LEGEND 0 0 0 CEDAR FENCE WOOD MULCH CEMENT CONCRETE Kax• ROCKERY — — — APPROX. UMIT OF DISTURBANCE 1. MINIMUM FLEXURAL STRENGTH: 500 PSI AT THE END OF 3 DAYS; 600 PSI AT THE END OF 7 DAYS. 2. MINIMUM COMPRESSIVE STRENGTH: 3,100 PSI AT THE END OF 3 DAYS; 4.500 PSI AT THE END OF 7 DAYS 3. CEMENT: PORTLAND CEMENT SHALL CONFORM TO THE WSDOT REQUIREMENTS FOR TYPE 111. SLAG CEMENT WSDOT REQUIREMENTS ' 4. MINIMUM CEMENT CONTENT: AS REQUIRED TO PRODUCE THE SPECIFIED STRENGTH AND OTHER CHARACTERISTICS BUT NO LESS THAN 655 LBS. /CU.YD. OF CONCRETE. 5. SLUMP: 2° +/- 1'. CONCRETE WITH SLUMP EXCEEDING 3° WILL BE REJECTED. 6. AIR ENTRAINMENT: 4.0 PERCENT MINIMUM TO 6.0 PERCENT MAXIMUM 7. FINE AGGREGATE: CONFORMING TO WSDOT REQUIREMENTS FOR CLASS 1. 8. COARSE AGGREGATE CONFORMING TO WSDOT REQUIREMENTS FOR ASSHTO GRADING NO. 467, 1 -1/2" MAXIMUM SIZE. • 9.BASIS FOR MIX ACCEPTANCE SPECIFIED FLEXURAL AND COMPRESSIVE STRENGTHS AND SLUMP. GENERATOR ENCLOSURE, SEE ELEC. PLANS GENERATOR PAD, SEE STRUCTURAL PLANS FOR GENERATOR PAD, WALKWAYS, AND RETAINING WALL • RETAINING WALL BEYOND CEDAR FENCE, SEE ELEVATION 4/C5.01 A\\/> j�`/ CITY RECEIVED MLA OCT 07 2010 SECTION SCALE 1"=2'-0" . Consulting Engineers 1601 fifth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -51372 Fax (205) 522 -8130 DESIGNED: M. EMMEIT DRAWN: K. PECK PROJECT MANAGER: R. MOATTAR APPROVED: D. CAMPBELL scam AS NOTED SIIE LOCA110N CHECKED: D. SCHWARTZ RECORKENDED: D. CRIPPEN IBIS N0: MAK aacse -- CONTRACT Not ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation Gf 1.0 11 METRO TRANSIT DIVJS1043ERMIT mTAR SOUTH BASE FUEL/WASH GENERATOR REPLACEMENT PAVING & RESTORATION PLAN & SECTION DRAWING N0: C1.01 %MU NO: OF 2 14 W /2+H/3 (MIN 3.0'). W /2 +H /3 (MIN 3.0') 6.0' MIN (SEE CONSTRUCTION NOTE 1) H/3 (MIN 2.0') TYP SEE CONSTRUCTION NOTE 2 (TYP) PARTIAL PCCP PANEL (SEE CONSTRUCTION NOTE 1) ORIGINAL TRENCH WALL (SEE CONSTRUCTION SEQUENCE STEPS 2 AND 3) WARNING TAPE, (TYP)- 12° MIN ELECT. CONDUITS, SEE ELEC. PLANS 1/4 "± 1/15" GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT STANDARD SPECIFICATION 9 -03.12 (3). FUEL LINE. SEE MECH. PLANS PCCP REPAIR OVER TRENCH DETAIL SCALE NONE POURED JOINT SEALER PER 2010 WSDOT STANDARD SPECIFICATION SECTION 9 -04 PCCP (TYP) BACKING ROD 0 = 1.25W LOCATION H - • W LONGITUDINAL. 1/3 D 5/8• MAX TRANSVERSE 1/4 D 5/8" MAX 'CALL 1P!O BUSQISS N DAYS BEFORE YOU I -NO- 424 -5555 , CONTROL JOINT SEAL DETAIL SCALE: NONE 6.0' (8.0' MAX) 2x4 CEDAR N ▪ Z I u T- - 1/2" MAX. SPACING L u / POST CAP / \ \• 1 I ROUND, EPDXY — COATED, GRADE 60 SMOOTH STEEL DOWEL BAR, 0 =1/8D x 18" LONG C. 12" 0.C. (SEE NOTES 1 & 2) END CAP (SEE NOTE 3) NEW PCCP SEE DETAIL 3/C5.01 GROUT RETENTION DISK (SEE NOTE 3) DRILL EXISTING PCCP TO EPDXY SET DOWELS (SEE NOTE 3) EXISTING PCCP 8/2 CONSTRUCTION JOINT TYPE 3 LONGITUDINAL OR TRANSVERSE DETAIL SCALE: NONE 4x4 PRESSURE TREATED POST 1x4 CEDAR TOP RAIL 1x4 CEDAR ON EDGE 1x6 CEDAR BOARDS CEDAR FENCE INSIDE 1x6 CEDAR BOARDS OUTSIDE GRADE 1x4 EDGE CEDAR (OUTSIDE) 2x4 CEDAR (INSIDE) CEDAR FENCE ELEVATION SCALE: NONE CONCRETE FOOTING (18" DIA.) CONCRETE DOME TOP ©'1 Ter 6" DIA. SCHEDULE 40 PIPE FILLED WITH CONCRETE GRADE jam/ \-./ \,/ NOTES: 1. SET BARS AT 90' FROM ALL POINTS OF THE FACE OF THE PCCP PANELS. 2. GREASE THE HALF OF ALL DOWELS TO GO IN NEW PCCP. 3. SET DOWEL BARS FOR JOINTS BETWEEN NEW AND EXISTING PCCP FOLLOWING THE SUBSEQUENT PROCEDURES: A DRILL HOLES ON EXISTING PCCP PANELS THAT ARE 1 /16" LARGER IN DIAMETER THAN THE DOWEL BARS AND AT 90' FROM ALL POINTS OF THE FACE OF THE PANELS. REMOVE DEBRIS FROM HOLES BY BLOWING THEM WITH COMPRESSED AIR. ENSURE THAT THE HOLES ARE DRY. B. AF i ER THE PROJECT REPRESENTATIVE HAS VERIFIED COMPLIANCE WITH "A" ABOVE, PLACE SUFFICIENT EPDXY GROUT -(PER 2010 WSDOT STANDARD SPECIFICATIONS SECTION 9 -26) IN THE BACK OF THE HOLES TO COMPLETELY FILL THE GAP BETWEEN THE DOWELS AND THE WALL OF THE HOLES. USE FLEXIBLE TUBES OR CARTRIDGES WITH LONG NOZZLES TO ENSURE THAT THE GROUT IS PLACED AT THE BACK OF THE HOLES. C. AFTER PLACING THE GROUT AS DESCRIBED IN "B" ABOVE, PLACE A THIN, PLASTIC GROUT RETENTION DISK OVER THE DOWELS SO THEY WILL REST AGAINST THE FACE OF THE EXISTING PCCP PANELS AND PREVENT THE GROUT MATERIAL FROM FLOWING OUT OF THE HOLES. WITH THE RETENTION DISKS IN PLACE, INSERT THE DOWELS INTO THE HOLES WITH A TWISTING MOTION SO THAT THE MATERIAL IN THE BACK OF THE HOLES IS FORCED OUT AND AROUND THE DOWELS. USE CHAIRS, OR OTHER PRODUCT OF NON — CORRODING MATERIAL, TO MAINTAIN THE DOWELS AT THE CENTER -OF THE HOLES, AND AT 90' FROM THE FACE OF THE PANEL D. SIGHTLY GREASE THE PROTRUDING END OF THE DOWELS AND PLACE EXPANSION END CAPS. E. OBTAIN APPROVAL OF THE DOWEL INSTALLATION FROM THE PROJECT REPRESENTATIVE PRIOR TO PROCEEDING WITH PLACEMENT OF NEW PCCP. REVIEWED FOR COMPLIANCE OCT 2 0 2010 CANS T 1 0 S 1. REMOVE AND REPLACE PCCP PANEL SECTIONS OF 6.0' MINIMUM WIDTH EXCEPT WHEN THE REMAINING PANEL SECTION WOULD BE LESS THAN 6.0' WIDE, IN WHICH CASE THE ENTIRE PANEL SHALL BE REMOVED AND REPLACED. 2. REMOVE PANEL SECTIONS AT EXISTING JOINTS OR SAWCUT PCCP TO STRAIGHT LINES. C INSTRU ler _A U C 1. REMOVE EXISTING PCCP TO THE WIDTH REQUIRED TO MEET THE PROPORTIONS SHOWN BUT NO LESS THAN 6.0'. (SEE CONSTRUCTION NOTES 1 & 2). 2., EXCAVATE TRENCH TO THE MINIMUM WIDTH REQUIRED TO INSTALL UT1LI1Y. 3. AFTER COMPLETING UTILITY INSTALLATION, BACKFILL TRENCH TO 0.5' BELOW SUBGRADE ELEVATION AND COMPACT TO 95 %. 4. AFTER OBTAINING COMPACTION APPROVAL FROM THE PROJECT REPRESENTATIVE, BACKFILL REMAINDER OF TRENCH TO SUBGRADE LEVEL 5. SCARIFY AND RECOMPACT SUBGRADE. (SEE [. 6. AFIEN OBTAINING COMPACTION APPROVAL FROM THE PROJECT REPRESENTATIVE, PLACE AND COMPACT BASE AND SUBBASE MATERIAL IF SHOWN. (SEE 7. CONSTRUCT NEW PCCP OF THE CLASS AND THICKNESS SHOWN. SEE 8. DO NOT OPEN TO TRAFFIC UNTIL THE CONCRETE HAS CURED FOR A MINIMUM FLEXURAL STRENGTH OF 550 PSI. City of Tukwila BUILDING DIVISION in 3, -6" LENGTH PAINTED YELLOW \i \ \\ \\: \��� 18" 18" BOLLARD DETAIL SCALE NONE CONSTRUCTION DETAILS 1> SEE CONCRETE MIX REQUIREMENTS ON C1.01. © 0.25 —FEET COMPACTED CRUSHED ROCK OVER 0.25 —FEET COMPACTED GRAVEL BASE (OR MATCH EXISTING, WHICHEVER IS GREATER. E��� © SCARIFY SUBGRADE TO 0.5' MINIMUM DEPTH AND 1606$T>� �NA�t A 95 %. (� �VJ I�Y1Lr1.J'� D UNDISTURBED SOIL © CONSTRUCTION JOINT. SEE DETAIL 2/C5.01. No: REVISION . BY APP'D DATE Consulting Engineers 1601 Filth Avenue, Suite 1600 Seattle, Washington 98101 -3665 (206) 622 -5822 Fax (206) 622 -8130 DESIGNED: M. EMMETT PROJECT MANAGER R. MOATTAR AS NOTED DRAWN: K. PECK APPROVED: 0. CAMPBEU. SITE LOCATION NO. CHECKED: D. SCHWARTZ RECOLOJENDE4 D. CRIPPEN I8SNR valK ImO¢sa — CONTRACf NO: ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE FUEL /WASH GENERATOR REPLACEMENT OCT 0.7 2010 ERMIT CENTER 05/25/10 DETAILS & NOTES DRAWING NO: C5.01 SHEET ND: OF 3 14 0 0 1 z W N 3 • g u e" st 0 5 E mm° O O p: go T O 0 0 � o i J EL -0,41' EL -0.41' 8" WALL J 6 1a EL -0.49' P EL 0.0' EL -0.41' \EL -0.33' EL -0.33' ■ EL 0.0' \ \CAF EL 0.D' EL -0.46' 1 EL -0.41' rn (4) 3/4" STRAIGHT ASTM F593 CW2 STAINLESS STEEL ANCHOR RODS WITH 12" EMBEDMENT WITH HEAVY HEX NUT OR ROD HEAD AT z. /4////,, EMBEDDED END THICKENED SLAB EDGE BELOW WALKWAY Motes: EL 0.0' EL - 0.46'Ii 4' -2 7/8" 5' -0 1/2" VERIFY 14' -5" GENERATOR PAD & WALKWAY PLAN (\• SCALE: 1/2"=l'-O' 31.01 3' -0" WALKWAY EL -0.49 PROPERTY LINE 10" NATIVE MATERIAL PLUS 2° MULCH PER CIVIL 20' -0", 3' -0" WALKWAY 5' -0" GENERATOR PAD TOP OF WALL BEYOND 3'--0" WALKWAY #5 ©12" I 1 OP & BOT, EACH WAY 18 PAD \ (1) #5 G Hnwz MID-HEIGHT, EACH FACE OF PAD- a GRAVEL BACKFILL FOR WALLS 1. Generator Pod, Wall and Walkway construction shall conform to the the Materials and Construction Requirements portions of Divisions 2, 3, 4, 5, 6, & 9 of WSDOT Standard Specifications for Road, Bridge and Municipal Construction, 2010 Edition, except as noted. 2. Concrete shall be air entrained concrete Class 4000 per WSDDT Specification 6 -02. 3. Construct concrete per WSDOT Specification 6 -02. 4. Finish formed surfaces to Class 2 Surface Finish per WSDOT Specification 6- 02.3(14)B. 5.. Backfill below walkway and generator pod shall conform to one of the following: a. In dry weather, insitu material excavated and re— compacted to 95% of maximum density. b. In wet weather where 95% of maximum density cannot be achieved with insitu material, use Gravel Backfill for Foundations, Class B per WSDOT Specification 9- 03.12(1)B, compacted to 95% of maximum density. 6. Crushed Surfacing Base Course shall conform to WSDOT Specificotion 9- 03.9(3). 7. Construct concrete walkways per 2007 King County Road Design and Costruction Standards sections 3.03 and .3.04. 8. Gravel Backfill for Walls 'shall conform to WSDOT specification 9- 03.12(2). #5 ®12" (5) #5 G HORIZ 6 "' 4" CRUSHED SURFACING BASE COURSE JI=IL =II; EXCAVATION AND BACKFILL SECTION iA1 SCALE: 3/4"=1'--Er S1.01 10 ti =.11, EL PER CIVIL EXISTING GRADE 3/8" JOINT FILLED WITH PREMOLOED JOINT FILLER EXISTING BURIED ELECTRICAL CONDUIT EXACT LOCATIONS AND DEPTHS NOT KNOWN, VERIFY IN FIELD REVIEWED FOR COMPLIANCE WITH NFPA 70 o NEC OCT 2 0 2010 City of Tukwila BUILDING DIVISION RECEIVFxP_ CITY OF TUKWILA OCT 0 7 2010 PERMIT CENTER No. REVISION BY APP'0 DATE Consulting Engineers 1601 P1RR Avenue, Butte 1600 Seattle, Washington 980! 12061 622-5622 Fax (206) 622 -830 DESIGNED: D CEDERLUND DRAVRt H SHI CHECHEO, 8 ERICKSON RECOMMENDED: D. CRIPPEN PROJECT MANAGER: R. MOATTAR APPROVED: SCALD D. CAMPBELL I86 ND: VO- W RcwfsT, SITE LOCA0ON NM CONTRACT NT. ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE FUEL/WASH GENERATOR REPLACEMENT GENERATOR PAD PLAN & SECTION GATE: 05/25/10 ORAWWO 1401 S1 :01 SHEET NO: OF 4 14 GENERAL LEGEND CD • • NORTH ARROW DETAIL DRAWING REFERENCE CONSTRUCTION NOTE POINT OF CONNECTION BOLD LINE WEIGHT INDICATES NEW WORK LIGHT UNE WEIGHT INDICATES EXISTING WORK SLASHED UNE INDICATES EXISTING WORK TO BE DEMOLISHED DRAWING INDEX M0.01 LEGEND, NOTES, AM) DETAILS M1.01 FUEL/WASH BUILDING PLAN DOS FROM LEAK DETECTION VALVE, DOR TO PUMP SUCTION, SUPPORT ON WALL OPW PIS-4021 WEATHERPROOF POLYETHYLENE TRANSITION SUMP WITH WEATHERPROOF LOCKABLE COVER. PROVIDE VEEDER ROOT COMPATIBLE SUMP SENSOR PLUMBING LEGEND XX 1 PIPING IDENTIFIER, SEE ABBREVIATIONS -0 ELBOW DOWN o ELBOW UP TEE TEE DN TEE UP SOLENOID VALVE -CHECK VALVE ISOLATION DR SHUT —OFF VALVE (NO), TYPE AS SPECIFY REDUCER REVIEWED FOR COMPLIANCE WITH NFPA70 - NEC OCT 2 0 2010 City of 'Tukwila BUILDING DIVISION PUMP SCHEDULE MARK LOCATION SERVICE PUMP FLUID MOTOR BASIS OF DESIGN NOTES TYPE SPEED RPM FLOW (GPM) TOTAL HEAD (FT) FLUID 111 TEMP ( % %DF) HP BHP P -1 WEST WALL DOR RETURN GEAR CONST 1,140 1 8B DESEL 30 1!3 024 OBERDORFERN991 [1],(2) SCHEDULE NOTES: [1 ] PROVIDE WITH TEFLON SEALS j2 ] PROVIDE WITH TEFC MOTOR WITH NEMA4XJUNCTION BOX EXISTING BUILDING ELECTRICAL CONDUIT TO EXISTING LEAK DETECTION PANEL, SEE ELECTRICAL SHEETS PAINT EXTERIOR EXPOSED PIPING BOLLARD EXISTING CURB FUSIBLE UNK SHUT OFF VALVE 1" DOS PIPING FROM BUILDING 1" DOR PIPING TO PUMP OPW FLD(WORKS 1' FLEXIBLE 3• DOS AND DOR PIPING INSIDE 2,-0, MIN SINGLE 4° LINED ACCESS PIPE APT FLDGBLE BULKHEAD BOOT FITTING OPW FLEXWORKS SWNEL FITTINGS UTILITY BOX ACCESS AND UNDERGROUND PIPING DETAIL SCALE: NONE MO MINIMUM 18" BEND RADIUS EXISTING 3/4" DOS FROM AIN FUEL SYSTEM EXISTING SOLENOID VALVE ' EXISTING FILTER SYSTEM :REUSE EXISTING DAY FIT IN M1011 LEVEL FIT WITH HIGH LEVEL FLOAT, SEE SEQUENCE OF OPERATION CONNECT TO EXISTING 2° DOR PIPING CONNECT TO EXISTING 3/4" DOS PIPING 1° DOS 1" DOR PLUMBING ABBREVIATIONS AW ACID WASTE A AIR, COMPRESSED MR BDP BOTTOM OF PIPE a CF CIRC CW CO CA CAST IRON CHEMICAL FEED CIRCULATING CITY WATER; DOMESTIC COLD WATER CLEAN OUT COMPRESSED AIR DI DDONIZED WATER ' DW DISTILLED WATER DOM DOMESTIC DOS DIESEL OIL SUPPLY DOR DIESEL OIL RETURN DR DOOR; DRAIN DF DRINKING FOUNTAIN ES EMERGENCY SHOWER FCO FD FOR FOS FOV FPHB FLOOR CLEAN OUT FLOOR DRAIN FUEL OIL RETURN FUEL OIL SUPPLY FUEL OIL VENT FREEZE PROOF HOSE BIBB G GAS GPH GALLONS PER HOUR HB HW HWC HOSE BIBB DOMESTIC HOT WATER DOMESTIC HOT WATER CIRCULATING IPC INTERNATIONAL PLUMBING CODE IW INDIRECT WASTE • JAN JANITOR 3" VAPORLESS MANUFACTURING, INC. 99 LD -3000 UNE LEAK DETECTOR, ROUTE DISCHARGE TO DRAIN, DRAIN FLOWS TO OIL —WATER SEPARATOR .5. PUMP P -1 .1 - TRANSNION SUMP L LAVATORY MV MEDICAL VACUUM NPW NO N 0 PC PLBG PNEU PRV RWL- RECIRC RD S ss SD UPC V VA VAC VB VTR W WC WFS Y GENERATOR SUBBASE DAY TANK WITH LOW HIGH AND HIGH —HIGH LEVEL FLOATS FUSIBLE UNK SHUT OFF VALVE 1° DOS 1" DOR EXISTING 2° PIPING TO FUEL TANK RETURN PIPING DIAGRAM DETAIL �1 SCALE: NONE MO NON — POTABLE WATER NITROUS OXIDE; NUMBER NITROGEN OXYGEN PUMPED CONDENSATE PLUMBING PNEUMATIC PRESSURE REDUCING VALVE RAIN WATER LEADER RECIRCULATING ROOF DRAIN SOIL SANITARY SEWER; SERVICE SINK; STAINLESS STEEL STORM DRAIN UNIFORM PLUMBING CODE VENT VALVE VACUUM VACUUM BREAKER VENT THRU ROOF WASTE; WATER; WIDE(DIM) WATER CLOSET WATER FLOW SWITCH WYE No. REVISION BY APP'D DATE FSi consulting engineers Seattle, Washington Solutions & Service DESIGNED: BPR PROJECT WAGER: R. MOATTAR SCALE: NONE DRAWN, 000 APPROVED: D. CAMPBELL SITE LOCATION N0: CHECKED: ISIS NO: WORK RERUESI: — REC01Gff1dDED: D. CRIPPEN CONTRACT NO: ONE INCH AT FULL SIZE 1° IF NOT ONE INCH. SCALE ACCORDINGLY King County Department of Transportation RECEIVED CITY OF TUKWILA OCT 07 2010 PERMIT CENTER METRO TRANSIT DIVISION SOUTH BASE FUEL /WASH GENERATOR REPLACEMENT LEGEND, NOTES, AND DETAILS DATE 05/25/10 DRAWING ND; MO,01 SHEET N0: OF 5 OF 14 O 0 0 35n II I3 II I 3On EMERGENCY GENERATOR WITH SUBBASE FUEL DAY TANK PROVIDE HIGH LEVEL FLOAT, LOW LEVEL FLOAT FOR SOLENOID CONTROLS, AND HIGH -HIGH 3 TIES. 3Dn San 3011 3Dn San 3On San NOS do a II I 1" UNDERGROUND DOUBLE WALL FLEXIBLE 1,..i CONTAINMENT PIPING FOR DOS AND DOR IN A i L03 4" ACCESS P1PEE. 4' MINIMUM COVER NCO 1 I SAWCUT PAVEMENT, SIDEWALK AND CURB, SEE CML SHEETS III FOR EXACT LOCATION. TRENCH FOR PIPING INSTALLATION. I 1 PATCH PAVEMENT, SEE CML SHEETS. NOD O W00 O NOD LJ L DISCHARGE FROM LEAK DETECTION VALVE, ROUTE TO DRAIN REMOVE EXISTING SECONDARY CONTAINMENT PIPING AND OTHER DAY TANK PIPING, VENT PIPING TO REMAIN. REMOVE DUSTING DAY TANK IN MEZZANINE FOR RELOCATION, REMOVE PUMP AND CONTROLS FROM TANK. REMOVE EXISTING EXHAUST FAN AND PATCH ROOF BOLLARD, SEE CML SHEETS NOD SEE 2/140 FOR SECONDARY CONTAINMENT ACCESS DOR RETURN PUMP P -1, SE 1 /140 FOR VALVING. COORDINATE EXACT LOCATION WITH KING COUNTY PROJECT MANAGER 1' DOS, DOR, ROUTE TIGHT TO ROOF STRUCTURE, USE EXISTING CONCRETE INSERTS FOR SUPPORT. • RELOCATED DAY TANK WITH H1011 LEVEL FLOAT, ROUTE VENT - - TO EXISTING VENT PENETRATION. b CONNECT TO EXISTING DOR RETURN PIPING, CONTINUES UNDERGROUND TO FUEL TANK -REPLACE EXISTING 3/4' DOS WITH 1" DOS, ROUTE TIGHT TO ROOF STRUCTURE 0 .BOILER ROOM 00 1 1 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O E IEWED FOR LIANCE WITH N PA70 -NEC 0 CONNECT TO EXISTING GENERATOR FUEL TRANSFER PIPING IMMEDIATLY AFTER FILTERS. MAINTAIN 7' -0" CLEARANCE BELOW PIPING. REMOVE ABANDONED PIPING. EXISTING FUEL FILTER AND SOLENOID VALVE TO REMAIN. VALVE TO BE USED FOR NEW DAY TANK CONTROLS GENERAL NOTES • THE GENERATOR SUBBASE DAY TANK IS FED FROM THE SUBMERSIBLE TURBINE PUMPS LOCATED IN THE UNDERGROUND STORAGE TANKS. NOTE THE EXISTING FUEL PUMPS HAVE UNE LEAK DETECTORS. THE FUEL WASH BUILDING CONTAINS A SOLENOID VALVE TO ALLOW FILLING THE GENERATOR SUBBASE DAY TANK. GENERATOR DAYTANK RETURN PWP (P-0 SE-OLENCE OF OPERATION PUMP P -1 SHALL BE CONTROLLED FROM A PROGRAMMABLE 24 HOUR TIMER INITIALLY SET TO RUN 20 MINUTES OF EVERY 24 HOUR DAY FROM .10 AM TO 10:20 AM. WHEN TIMER ENERGIZES, PUMP SHALL ENERGIZE AND PUMP FUEL. WHEN TIMER DE- ENERGIZES, PUMP SHALL DE- ENERGIZE IF A HIGH LEVEL IS SENSED IN THE EXISTING DAY TANK IN THE MEZZANINE, PUMP SHALL IMMEDIATELY DE- ENERGZE AND AN AUDIBLE AND VISUAL ALARM SHALL BE SET. ALARM SHALL REQUIRE MANUAL RESET BEFORE POWER CAN BE RETURNED TO PUMP. FUEL /WASH BUILDING PLAN SCALE 1/8" = PAYTAW FU FEL SEOIJENCE OF OPERATIOW WHEN LOW LEVEL FLOAT 1N THE GENERATOR SUBBASE DAY TANK INDICATES THE NEED FOR FUEL, EXISTING FUEL PUMPS SHALL ENERGIZE AND THE EXISTING SOLENOID VALVE SHALL OPEN AFTER FIVE SECONDS. WHEN HIGH LEVEL FLOAT IN THE GENERATOR SUBBASE FUEL. TANK INDICATES A FULL TANK, FUEL TRANSFER SOLENOID VALVE SHALL DE- ENERGIZE, VALVE SHAH CLOSE, AND PUMPS SHALL TURN OFF. City / .Ti ���tla "ALARMH4140 TRIGGER IN THE SHUTDOWN RELAY REMOVING POWER TO THE PUMPS DALARABUIL��DIING {DjIIVIISION SHALL ALSO DE- ENERGIZE FUEL TRANSFER SOLENOID VALVE ALARM SHALL REQUIRE MANUAL RESET. OCT 2 0 2010 AN EMERGENCY FUEL SHUTDOWN BUTTON SHALL BE MOUNTED NEAR THE GENERATOR. WHEN BUTTON IS PUSHED, THE EMERGENCY FUEL SHUTDOWN RELAY CONTROWNG THE FUEL TRANSFER PUMPS SHALL BE TRIGGERED, REMOVING POWER TO THE PUMPS. ADDITIONALLY, ALARM SHALL DE- ENERGIZE FUEL TRANSFER SOLENOID VALVE. AN AUDIBLE AND VISUAL ALARM SHALL SOUND. A LEAK DETECTION CIRCUIT WILL BE INSTALLED IN THE WEATHERPROOF TRANSITION SUMP. IF A LEAK 15 DETECTED, THE EMERGENCY FUEL SHUTDOWN RELAY CONTROLLING THE FUEL TRANSFER PUMPS SHALL BE TRIGGERED, REMOVING POWER TO THE PUMPS. AN AUDIBLE AND VISUAL ALARM SHALL SOUND. ADDITIONALLY, ALARM SHALL DE- ENERGIZE FUEL TRANSFER SOLENOID VALVE. ALARM SHALL REQUIRE MANUAL RESET. RECEIVED CITY OF TUKWILA OCT 0 7 2010 PERMIT CENTER No. REVISION BY APP'D DATE II0 FSi consulting engineers Seattle, Washington Solutions & Service SIZZI DESIGNED. BPR DRAWN DGD CHECKED: REG PROJECT MANAGER: R. MOATTAR APPROVED: D. CAMPBELL MM ND WOPS REQUEST: SCALE 1/8" = 1' —D'. SRE LOCATION NO RECOMMENDED: D. CRIPPEN CONTRACT NO: ONE INCH AT FULL SIZE F NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE FUEL/WASH GENERATOR REPLACEMENT FUEL /WASH BUILDING PLAN DATE: 05/25/10 DRAN1NO NO: M1.01 SHEET NO: OF B OF 14 R: \4058- 004.11 \Dwgs \s3E0_01 5 -25 -10 02: 34pm marilee POWER 0 I 206 0 CONNECTION POINT TO EQUIPMENT SPECIFIED FURNISHED AND NSTALLED UNDER OTHER SECTIONS. RACEWAY, CONDUCTOR AND CONNECTION UNDER THIS SECTION ' JUNCTION BOX NONFUSED DISCONNECT SWITCH. FUSED DISCONNECT SWITCH STARTER, MAGNETIC COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT NAMEPLATE, IDENTIFICATION TAG NUMBER, ROOM NUMBER, OR MECHANICAL EQUIPMENT DESIGNATION PANELBOARD GROUND ROD GROUND WELL CONDUIT AND RACEWAY NEW EXPOSED CONDUIT AND THWN OR XHHW WIRES NEW UNDERGROUND CONDUIT AND THWN OR XHHW WIRES EXISTING EXPOSED CONDUIT WITH WIRING EXISTING UNDERGROUND CONDUIT WITH WIRING PNL(CKT #) HOME RUN. REFER TO CONDUIT AND WIRE SCHEDULE FOR CONDUCT SIZE AND WIRING CONDUIT TURNING DOWN 0 CONDUIT TURNING UP ONE —LINE DIAGRAM LULA.) (YYYI _ 100AS —N_ 100A Z • POWER TRANSFORMER UTIUTY METER . CIRCUIT BREAKER, SIZE IN AMPS AS SHOWN DISCONNECT SWITCH, SWITCH RATING IN AMPS • GROUND CONNECTION POINT DRAWING CONVENTIONS SECTION (f'`1 SCALE: 1°=1' E1.01 E1.01 E1.01 DETAIL TITLE UNDERU NE, E1.01 '= REFERENCE WHERE DETAIL IS TAKEN A = SECTION NUMBER E1.01 = REFERENCE WHERE SECTION IS SHOWN 1 = DETAIL NUMBER E1.01 = REFERENCE WHERE DETAIL IS SHOWN 1 = IMAGE NUMBER E1.01 = REFERENCE WHERE IMAGE 15 TAKEN A REVISION REFERENCE .' / DEMOUSH EQUIPMENT / UNDER HATCHES GENERAL NOTES: 1. ELECTRICAL DESIGN IS DIAGRAMATIC ONLY AND SHALL BE ADJUSTED TO ACCOMMODATE EXISTING FIELD CONDITIONS, THE REQUIREMENTS OF MANUFACTURER'S PRODUCTS AND CONTRACT SPECIFICATIONS WHILE MAINTAINING COMPLIANCE WITH APPUCABLE CODES. 2. ALL ELECTRICAL EQUIPMENT AND HARDWARE SHAD. BE UL USTED AND INSTALLED PER MANUFACTURERS' RECOMMENDATIONS IN COMPLIANCE WITH NEC, WAC, NFPA AND CURRENT SEISMIC REQUIREMENTS. 3. INSTALL A GREEN EQUIPMENT GROUNDING CONDUCTOR IN ALL NON -SPARE CONDUITS. 4. LABEL ALL JUNCTION AND PULL BOXES WITH PANEL NAME AND CIRCUIT NUMBER(S) OF ALL CIRCUITS CONTAINED WITHIN THE BOX. USE A BLACK FELT -11P PERMANENT MARKER IN DRY UNFINISHED LOCATIONS, AND ADHESIVE- BACKED PHENOLIC ENGRAVED LABELS, WHITE WITH BLACK LEVERS IN FINISHED AREAS. 5. FLEXIBLE METAL CLAD (TYPE MC) WIRING SHALL NOT BE USED. 6. ALL POWER WRING SHALL BE NEW STRANDED COPPER, TYPE THWN OR XHHW WDH A MINIMUM SIZE OF if12 AWG. 7. ALL CONDUIT SHALL BE A MINIMUM OF 3/4°. UNDERGROUND CONDUIT SHALL BE A MINIMUM OF 1 ". USE A MAXIMUM OF 18° OF SEAL -TIGHT FLEXIBLE CONDUIT FOR EQUIPMENT SUBJECT TO VIBRATION, NOISE TRANSMISSION OR MOVEMENT, AND FOR ALL MOTORS. INSTALL RACEWAYS PARALLEL AND PERPENDICULAR TO STRUCTURE AND AT PROPER ELEVATIONS. GROUP MULTIPLE CONDUIT RUNS AND NEATLY RACK AND SUPPORT FROM THE STRUCTURE. KEEP ELECTRICAL CONDUITS FREE FROM CONTACT WITH OTHER DISSIMILAR METALS. 8. LIGHT UNES ON PLAN DRAWINGS INDICATE EXISTING EQUIPMENT AND MATERIALS. HEAVY UNES INDICATE NEW EQUIPMENT AND MATERIALS. SCREENED UNES INDICATE BUILDING BACKGROUND. 9. LIGHT ONES ON DIAGRAMS AND CONTROL SCHEMATICS INDICATE EQUIPEENT, DEVICES OR WIRING PROVIDED BY OTHERS. SCREENED ONES INDICATE EXISTING EQUIPMENT, DEVICES OR WIRING. ABBREVIATIONS A AC AFF AFG AIC AL AS AWG BLDG BKR C CB CC CKT COMM CONT CR CTRL CU DC DEMO DET DIA DIM DISC DWG ELEC ETM EXH EXIST F,FU FDR FLUOR FT G,GND GFI .CRS HP AMMETER, AMPEREIT ALTERNATING CURRENT . ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AMPERE INTERRUPTING CAPACITY ALUMINUM SWITCH RATING IN AMPS AMERICAN WIRE GAUGE BUILDING BREAKER CONDUIT CIRCUIT BREAKER COLOR CORRECTED CIRCUIT COMMUNICATIONS CONTINUED CONTROL RELAY CONTROL COPPER DIRECT CURRENT DEMOLRION DETECTOR DIAMETER DIMENSION DISCONNECT DRAWING ELECTRICAL ELAPSED TIME METER EXHAUST EXISTING FUSE FEEDER FLUORESCENT FOOT GROUND GROUND FAULT INTERRUPTER GALVANIZED RIGID STEEL HORSEPOWER I/O INPUT /OUTPUT J,J -BOX JUNCTION BOX KCM KV KVA KW LED LTG LV MTD MTR N NC NO NTS PH PNL PVC PWR OL RGS SCHED SW SWBD TBD TYP V W w/0 WP XFMR REVIEWED FOR COMPLIANCE WITH NFPA70 - NEC OCT 2 0 2010 City of Tukwila BUILDING DIVISION THOUSAND CIRCULAR MILS KILOVOLT(S) KILOVOLT AMPERE(S) KILOWATT(S) UGHT EMITTING DIODE UGHT, LIGHTING LOW VOLTAGE MOUNTED MOTOR NEUTRAL, NEW NORMALLY CLOSED NORMALLY OPEN NOT TO SCALE PHASE PANEL POLYVINYL CHLORIDE POWER OVERLOAD RIGID GALVANIZED STEEL SCHEDULE SWITCH SWITCHBOARD TO BE DETERMINED TYPICAL VOLTMETER, VOLT WIRE, WATT WITHOUT WEATHERPROOF TRANSFORMER R CITY OF ECEITUKK1nWnVED_ LA OCT 0 7 2010 PERMIT CENTER No. REVISION BY APP'D DATE ELCON ASSOCIATES, INC • ENGINEERS , CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 SEATTLE, WASHINGTON 98188 TEL (206) 243-5022 FAX (206) 243-5205 DESIGNED: D. SIATERUS DRAWN: S. TALBOTT PROJECT MANAGER R. MOATTAR SCALE AS SHOWN APPROVED: D. CAMPBELL SITE LOCATION NO: CHECKED: S. BARTKOSKE RECOMMENDER D. CRIPPEN BLS NO: WORK aEaRSC — CONRACT NO: ONE INCH AT FULL SIZE I 1" F NOT ONE INCH, SCALE ACCORDINGLY IGng County Department of' Transportation METRO TRANSIT DIVISION SOUTH BASE FUEL/WASH GENERATOR REPLACEMENT ELECTRICAL SYMBOLS AND ABBREVIATIONS DATE 5/25/10 DRAWING ND: E0.0 1 SHEET NOt OF 7 14 • R: \4658- 004.11 \Dwgs \s30E1_02 5 -25 -10 02 33pm morilee 5) HEATER. TiP. 1 • L ;-- DUST. PANEL y * \ X !Y1 l>2°C, 442. 1 i2G EXISTING 75KW ENGINE GENERATOR EXISTING BATTERY CHARGER LOU\ /Eft 2t,.4#1, 1#1G ti SEE LEVEL 1 PLAN THIS SHEET FUEL /WASH BUILDING DEMOLITION PLAN - MEZZANINE SCALE 1/4" = 1' -0" • v j .11 - 3.1] R.ADLANT HEATER, TYP. I t`. s .t Fr- (-3) EMER ENC! PANEL "E" E.MERGEt C? 1 PANEL °R" -- - EMERGENCY PANEL RA !( II. — PANEL "T" tj 1 "C, 33, 1#8G j 1 • / WATER HEATER £st Ra STAND -BY PANEL. P3 STAND -BY TRANSFORMER T3 EXISTING 4001© 4-POLE ATS CONDUIT TO PANEL R 3"C, 42/0 Al. #4 AL GND. GENERAL NOTES: 1.. REMOVE OR REWORK PORTION OF POWER AND CONTROL CONDUITS TO INTERFACE WITH NEW CONDUITS AND EQUIPMENT. KEYED NOTES: I REMOVE CONDUIT/WIRES FROM PANEL T TO TRANSFORMER T3. MARK BREAKER IN PANEL T AS SPARE © DISCONNECT POWER AND CONTROL WIRING FROM GENERATOR PANEL AND REMOVE EXISTING GENERATOR SET. DELVER ENGINE GENERATOR SET TO KING COUNTY SHOP. COORDINATE WITH KING COUNTY PROJECT REPRESENTATWE FOR SHOP LOCATION. © DISCONNECT POWER AND CONTROL WIRING FROM EXISTING 400A ATS. REMOVE POSTING 400A ATS AND DELVER TO KING COUNTY SHOP. COORDINATE WITH KING COUNTY PROJECT REPRESENTATIVE FOR SHOP LOCATION. t DISCONNECT POWER AND CONTROL WIRING FROM COSTING BATTERY CHARGER AND BATTERIES AND REMOVE EXISTING BATTERY CHARGER. REMOVE POWER WIRING FROM EXISTING CONDUIT. CONDUIT TO REMAIN. REWORK END OF EXISTING CONDUIT AND RE -ROUTE TO NEW ATS -E P DISCONNECT POWER AND CONTROL WIRING FROM GENERATOR AND 400A ATS. REMOVE POWER CONDUIT FROM GENERATOR TO A1S. REMOVE /REWORK CONTROLS CONDUIT TO ALLOW EXISTING RECEPTACLE CIRCUIT TO REMAIN ACTIVE. L1 SEE LEVEL MEZZANINE PLAN THIS SHEET LtI RADIANT HEATER. TYP. `..` Q--J) :IEWED .FOR COMPLIANCE WITH NF!A 70 - NEC O0 2 0 2010 n Tukwila BUILD NG DIVISION CONDUIT TO-c:1 PANEL R 0 FUEL /WASH BUILDING DEMOLITION PLAN - LEVEL 1 SCALE: 1/8" = 1. -O" RECEIVED CITY OF TUKWILA OCT. 0.7 2010 PERMIT CENTER No. REVISION BY APP'D DATE EECON ASSOCIATES, INC ENGINEERS - CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 SEATTLE, WASHINGTON 98188 TEL (206) 243 -5022 FAX (206) 2435205 D. SIATERLTS DRANK: S. TALBOTT cam", S. BARTKOSKE PROJECT MANAGUA R. MOATTAR APPROVED: D. CAMPBELL IAS NO: MX REM= — SL AS SHOWN SITE LOCATION NO RECOMMENDED: CONTRACT NO: D. CRIPPEN ONE INCH AT FULL SIZE 1" IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE FUEL/WASH GENERATOR REPLACEMENT FUEL WASH BUILDING DEMOLITION PLAN DATE: 5/25/10 DRAWING NO DE1.02 SMET NO OF 8 14 R; \4858- 004.11\Owgs \330E6_O1 5 -25 -10 02 33pm marGee FUEL /WASH BUILDING MDP MAIN DISTRIBUTION PANEL (MEZZANINE ABOVE WOMEN'S LOCKER ROOM) 1 \6 ) 100A 0 115 1200A BUS, 480/277V, 30, 4W 113 11\2 111 11`0 a 1 80A I 1 150A I9` 1 100A 0 TO 51 -U -508 SEE DWG E12C • 250KCM CU, 5000V, 4 "C MV -90 SHIELDED k JACKETED C 44.. CYCLONE EAST 20A HEATERS LOCKER ROOM PANEL "R" 4 -3, d3 G, 1 1/2 "0 30KVA 480- 208/120V 45KVA 4800. : m 208Y/120V PANEL "RA" DEMOLITION ONE —LINE DIAGRAM SCALE:. NONE :O 1 51 -U -507 150A 1 100A 0 BUS WASH CONTROL PANEL WEST 0 4160V, UNDERGROUND CONDUITS 51 -Y -405 ) 600A WITH GND FAULT TRIP 0 4 13\ 2 ) 225A ) 150A 4 -46, 15 G, 1 1/4 "C- PANEL "P3" 100A BUS 100A MCB BUS WASH CONTROL PANEL EAST 51 U -506 600A, 30 LOAD INTERRUPTER SWITCH, 4.8 KV EJI -125E RATING LIMITING POWER FUSES 500KVA 4-160, 480Y/277V TRANSFORMER 11 30KVA T1 480- 208Y/120V U It (4) 2AWG, 8 AWG GND 1 -1/2" C. GRS TO 51-U -505 IN UNIT REPAIR SEE DWG E 2 KEYED NOTES: REMOVE EXISTING ALUMINUM WIRES. 3" CONDUIT SHALL REMAIN IN PLACE. © EXISTING ENGINE GENERATOR SET AND ATS SHAD. BE REMOVED AND RETURNED TO KING COUNTY. SEE KEYED NOTES ON SHEET DE1.02. © REMOVE EXISTING 100A, 3-POLE CIRCUIT BREAKER AND NSTALL NEW CIRCUIT BREAKER PER DRAWING E6.01. © DISCONNECT AND REMOVE CONDUITS AND WIRES FROM PANEL T AND TRANSFORMER T1. CONNECT TO NEW PANEL PER DRAWING E6.01. REVIEWED FOR COMPLIANCE WITH NFPA70 - NEC OCT 2 0 2010 City of - Tukwila BUILDING DIVISION RECEIVED CITY OF TUKIMLA OCT. 0.7 2010 PERMIT CENTER No. REVISION 8Y APP'D DATE ELCON ASSOCIATES, INC ENGINEERS - CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 SEATTLE, WASHINGTON 98188 TEL (206) 2436022 FAX (208) 243-5205 DESIGNED: 0. SIATERUS PROJECT MANAGER: R. MOATFAR SCALE: AS SHOWN DRAWN: S. TALBOTT CHECKED: APPROVELk 0. CAMPBELL SITE LOCATION NO: S. BARTKOSKE RECOMMENDED: D. CRIPPEN IBIS NO WORK IMOUesa - CONTRACT NO: ONE INCH AT FULL SfZE 1 1" 1 IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE FUEL/WASH GENERATOR REPLACEMENT DEMOLITION ONE -LINE DIAGRAM DAIS: 5/25/10 DRAWING NO: DE6 :01 $W N0: ar 9 14 J R: \4656- 004.11\0wgs \s3E1_01 5 -25 -10 02:35pm marflee J T - O a Jc - ) r - "".Ti Ili I. 4,—?JA{ ,. a �� 1 J "l y EXISTING 5KV -'n \ ' CONDUIT AND CABLES or, -------7---- EXISTING 0 .�_ 5KV MANHOLE •: 7 i .:-/ ti 1.43E #1/0 AWG (TYP) a— i 3/4 °x10 FT COPPER CLAD GROUND ROD (TYP OF 3) 150KW ENGINE .GENERATOR SET IN WEATHERPROOF ENCLOSURE. CONCRETE PAD. SEE STRUCTURAL AND �� �L_j CIVIL DRAWINGS FPR EXACT LOCATION. G��\ IZ) ST.UB••- UP- 61-tr '391 — - -- -. - AND CAP 0 2- 1/2 "C, 4 #250 KCMIL, 1 #2G b EXISTING UGHIING CONDUIT AND WIRES #1/0 IAW(i TO GENERATOR NEUTRAL LJ ..-- •.---- x -"- -x EXISTING 5)SVyCONDUIT AND CI_BLI-�._._2.1, - 'T rn LIGHTING C(3N l) )1U7 AND WIRES j` /�h. ran — 9i—• -- 3"t j•{y a'--- 4 -- -• N (1) 2 #16 SHIELDED SWISIUJ PAIR (REMOTE ANNUNCIATOR) 1- 1/2 "C, 8 #10, 1j10G TO GENERATOR BLOCK HEATER P3(15,17), Ito;, J— -- noa __ Y_�CHAIW P3(21), AND RE•9EPTACL /LIGHT P3 19). c s 6 #12, 1 #12G TO NEW GEN -SET DAY TANK FOR EL t1JMP CONTROLS I! I I I VI .I a 1 I THEN C41PLB CONDULET© U (TYP OF 5) 250A GENERATOR I ti\ SERVICE DISCONNECT Q RUN CONDUITS AT CEILING ■ LEVEL BETWEEN PERUNS. STUB -OUT AND CAP CONDUIT 6" 0 BEYOND WALL �1 "C (SPARE) n �� C 2 - UP WALL L1 E1.01/ r I � t 4\ . f �-- -SEE= tvtE��NINE�-- PLAN ON DRAWING tT.D2 -FOR JJ CONTINUATION. TO PANEL P3 I Nd. I' =1 EXISTING J -BOX FOR FUEL CONTROLS H00 r \/-1 jj It '•1 Li li I I i FUEL /WASH BUILDING CONSTRUCTION PLAN - SITE SCALE: 1" = 10' -0" /- r GENERATOR ENCLOSURE RECEPTACLE/ LIGHT BATTERY CHARGER GEN. BLOCK HEATER 3/4 "C, 2 #10, 1 #10G DETAIL 1 SCALE: NONE TO PANEL P3 n E1.01 `� J REVIEWED WITH COMPLIANCE NEC NFP OCT 2 0 2010 ity Tukwila BUILDING DIVISION MIN GRS CONDUIT BODIES (TYP) GENERAL NOTES: 1. LOCATION OF UNDERGROUND UTILITIES IS FROM EXISTING DRAWINGS AND IT IS FOR INFORMATION ONLY. CONTRACTOR SHALL LOCATE ALL UTIUTITES PRIOR TO COMMENCING WORK. KEYED NOTES: P PROVIDE NAMEPLATE TO READ "GENERATOR SERVICE DISCONNECT. NORMAL POWER SERVICE DISCONNECT SWITCH IS LOCATED ON MEZZANINE LEVEL ". TRANS111ON UNDERGROUND CONDUITS TO EXPOSED AND RUN ON EXTERIOR WALL UP TOWARDS ROOF. PENETRATE WALL BELOW ROOF AND INSTALL LB CONDULETS ON EACH CONDUIT. SEAL CONDUIT PENETRATIONS. RUN CONDUITS ON GALVANIZED STEEL TRAPEZE IN CEIUNG BETWEEN PURUNS. PROVIDE CONCRETE GROUND WELL ABOVE ONE GROUND ROD FOR TESTING. © 5KV CONDUIT (OR DUCTBANK) SHALL BELOCATED AND PROTECTED DURING CONSTRUCTION. © UGH1ING CONDUITS AND. WIRES SHALL BE LOCATED AND PROTECTED DURING CONSTRUCTION. - GENERATOR SERVICE DISCONNECT SWITCH NEMA 4X, STAINLESS STEEL J -BOX. SEE DETAIL 1 THIS SHEET. EXISTING BUILDING STAINLESS STEEL CHANNELS TO SUPPORT DISCONNECT SWITCH. FOR CONDUIT NUMBER SEE PLAN THIS SHEET II J1 RECEIVED CITY OF TUKWLA OCT 07 2010 PERMIT CENTER SECTION AT SERVICE DISCONNECT n SCALE: NONE E1.01 No. REVISION BY APP.() DATE EECON ASSOCIATES, INC ENGINEERS • CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 SEATTLE, WASHINGTON 98188 TEL (206) 2435022 FAX (206) 243 -6205 D ESIGNED, D. SIATERLLS DRAIMCI: S TALBOTT PROJECT MANAGER R. NOATTAR SCALE: AS SHOWN APPROVED: D. CAMPBELL RITE.IDCQION I24 CHECKED: S. BARTKOSKE RECOMMENDED: D. CRIPPEN Is N0: ca- a JE040:11 — CONIRACT MO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE FUEL/WASH GENERATOR REPLACEMENT FUEL WASH BUILDING CONSTRUCTION PLAN SITE DATE 5/25/10 DRAWNG ND: E1.01 SHEET 140: OF 10 14 R: \4656- 004.11 \Owgs \s3El_02 5 -25 -10 02:35pm morllee 120V PANEL P3 L N rPUMP P1 STARTER IN NEMA 4X STAINLESS STEEL ENCLOSURE CR1 TIMER CONTACT HIGH ALARM RESET R1 HIGH ALARM CONTACT OL ALARM X CR1 I MONITORING I PUMP P1 MOTOR - CONTROL SCHEMATIC DIAGRAM SCALE: NONE cif C3) X 17I--I ,— D I ST. PANEL \ x `/. 2- 1/2 "C, 41250KCMIL, 112G 2 "C, 4#1/0, 1144 BKR E 2- 1/2 "C, 41250 KCMIL, 1120 BKR 5 -- LADDER 2A 511/0, 1 #4G TS 2 "C, 4#1/0, 1 #40 SPUCE BOX ABOVE BKR -E t C ` C PANEL SA 6 ') LOUVER 411/0, 1140 ATS -E d/- 4 #1/0, 1 #4G® © ^J SEE LEVEL 1 PLAN ON SHEET DE1.02 FUEL /WASH BUILDING CONSTRUCTION PLAN - MEZZANINE SCALE: 1/4" 1'-0" GENERAL NOTES: KEYED NOTES: SEE LEVEL 1 PLAN BELOW FOR CONTINUATION. SEE MEZZANINE PLAN ABOVE FOR CONTINUATION. © 1 "C, 4112, 1 #12G TO ATS -S AND 1 "C, 4112, 1fi12G TO ATS -E. B>- PROVIDE NEW 2" GRS CONDUIT AND EXTEND EXISTING 2" GRS CONDUIT TO ATS -E. PROVIDE NEW WIRES TO PANEL R. NEMA 4X STAINLESS STEEL ENCLOSURE FOR MOTOR STARTER /DISCONNECT. HE.ATE . RADIANT HEATED, TTP. ji 3/4 "C, 2112, 11120 P3(12) PUMP P1 MOTOR GENERATOR REMOTE ANNUNCIATOR. MOUNT AT 5'-O" A.F.F. 3/4 "C, (1) 2116 SHIELDED TWISTED PAIR E�dEPGEN PANEL "` 3/4 "C, 2#12, 1 #12G .1 I P3(11) ---- PANEL "T" Eki L .NCi PANEL "R" EMEGENCY • l \ PANEL RA { Iili i STAND -BY . PANEL P3 ATS-E --t RELOCATED EXISTING DAYTANK 1- 1 /2 "C, 8110, 11106 ATS -S© 1 "c, 318, 1110G r-- GAS FRED W' TFR HFATFR STAND -BY TRANSFORMER T3 • n WED FOR H CE EC � OCTl 2 0 2010 RADIANT HEAICF,, -TY/. P3(13) 1ss� 1 RECEIVED %1, CITY OF TUKWILA FUEL /WASH BUILDING CONSTRUCTION PLAN - LEVEL 1 SCALE:. 1/8" = 1' -0" 3/4 "C, 2$12, 11120 OCT 0 7 2010 PERMIT CENTER No. REVISION BY APP'D DATE EtCON ASSOCIATES, INC ENGINEERS • CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 SEATTLE, WASHINGTON 98188 TEL (206) 243-5022 FAX (206) 243.6205 DESIGNED: D. SIATERUS PROJECT MMMOFIC R. UOATrAR SCALE AS SHOWN DRAWN: S. TALBOTT CHECKED: APPROVOI D. CAMPBELL 51TE LOCATION N0: S. BARTKOSKE RECOUNO+OEO: D. CRIPPEN Ills NO: met IRGU:At - CONTRACT N4 ONE INCH AT FULL ,SIZE 1 IF NOT ONE INCH. SCALE ACCORDINGLY IA • King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE FUEL/WASH GENERATOR REPLACEMENT FUEL WASH BUILDING CONSTRUCTION PLAN DATE 5/25/10 DRAWiNO NO: Et.02 SHEET N0 OF 11 14 • I3 /4 "C, 2112, i112G TO RELOCATED EXISTING DAYTANK HtGI -I —LEVEL CONTACT Yt 1 [ 1 ' �, - REV') 1 `- J. L 1 P�tOTOR I$TARTER /DISCONNECT, f ; • III i E 1 1 I� aavert HE.ATE . RADIANT HEATED, TTP. ji 3/4 "C, 2112, 11120 P3(12) PUMP P1 MOTOR GENERATOR REMOTE ANNUNCIATOR. MOUNT AT 5'-O" A.F.F. 3/4 "C, (1) 2116 SHIELDED TWISTED PAIR E�dEPGEN PANEL "` 3/4 "C, 2#12, 1 #12G .1 I P3(11) ---- PANEL "T" Eki L .NCi PANEL "R" EMEGENCY • l \ PANEL RA { Iili i STAND -BY . PANEL P3 ATS-E --t RELOCATED EXISTING DAYTANK 1- 1 /2 "C, 8110, 11106 ATS -S© 1 "c, 318, 1110G r-- GAS FRED W' TFR HFATFR STAND -BY TRANSFORMER T3 • n WED FOR H CE EC � OCTl 2 0 2010 RADIANT HEAICF,, -TY/. P3(13) 1ss� 1 RECEIVED %1, CITY OF TUKWILA FUEL /WASH BUILDING CONSTRUCTION PLAN - LEVEL 1 SCALE:. 1/8" = 1' -0" 3/4 "C, 2$12, 11120 OCT 0 7 2010 PERMIT CENTER No. REVISION BY APP'D DATE EtCON ASSOCIATES, INC ENGINEERS • CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 SEATTLE, WASHINGTON 98188 TEL (206) 243-5022 FAX (206) 243.6205 DESIGNED: D. SIATERUS PROJECT MMMOFIC R. UOATrAR SCALE AS SHOWN DRAWN: S. TALBOTT CHECKED: APPROVOI D. CAMPBELL 51TE LOCATION N0: S. BARTKOSKE RECOUNO+OEO: D. CRIPPEN Ills NO: met IRGU:At - CONTRACT N4 ONE INCH AT FULL ,SIZE 1 IF NOT ONE INCH. SCALE ACCORDINGLY IA • King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE FUEL/WASH GENERATOR REPLACEMENT FUEL WASH BUILDING CONSTRUCTION PLAN DATE 5/25/10 DRAWiNO NO: Et.02 SHEET N0 OF 11 14 E E r 0 0 m • MDP FUEL /WASH BUILDING MAW DISTRIBUTION PANEL (MEZZANINE ABOVE WOMEN'S LOCKER ROOM) 116 115 100A 0 1200A BUS, 480/277V, 30, 4W 113 j11 U y 51 -Y -501 4 -13, #3 G, 1 1/2"C 10 ) 150A 411/0, 1140 150A, 4 -POLE 480/277V ATS -E I•. TO 51 -U 508 SEE DWG E12C 17 50A HEATERS LOCKER ROOM 16 250KCM CU, 5000V, 4 "C MV -90 SHIELDED & JACKETED 4160V, UNDERGROUND CONDUITS i 51 —U -507 51 -Y -405 600A WITH GND FAULT TRIP 150A BUS WASH CONTROL PANEL WEST k / I 100/1 0, 411/0, 1#4GQ2 4 -16, 16 G, 1 1/4'c 30KVA 450- 208/120V 45KVA 480p: p 208Y/120V PANEL 'RA' 51 —U -506 LOAD INTERRUPTER SWITCH, 4.8 KV EJI -125E • RATING LIMITING POWER FUSES 500KVA 4160, 480Y/277V TRANSFORMER 150A O 0 1- M Q N BUS WASH CONTROL PANEL EAST 30KVA T3 rrm 480- 208Y/120V PANEL "P3" 100A BUS 100A MC8 318, 1110G (4) 2AwG, 8 AWG GND 1 -1/2' c. GRS CONSTRUCTION ONE —LINE DIAGRAM SCALE: NONE TO 51-U -505 IN UNIT REPAIR SEE DWG E128 11/0 AWG 2 -1 /2'C, 41250KCMIL, 1#20 2- 1/2 "C, 4/250KCMIL. 112G BKR -E 4_ 2 °C, 411/0. 1140 250AF 250AT EMERGENCY ENGINE GENERATOR 150KW, 480/277V 0.8PF GENERATOR SERVICE 250A DISCONNECT SWITCH L-1-4 No. REVISION BY APP'D DATE EL-CON ASSOCIATES, INC ENGINEERS - CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 SEATTLE, WASHINGTON 98188 TEL (206) 243 -5022 FAX (208) 243-5205 DESIGNED: D. SIATERJS PROJECT MANAGER: R. MOATTAR 125DAF 1 f 150AT 24 °x24 "x8" SPUCE BOX 2- 1/2 "C, 4 #250KCMIL, 112G BKR-S )15AATI - 2 °C, 150A, 4- 480/277V ATS -S 2 °C, 411/ RECEIVED CITY OF TUKWILA OCT 0 7 2010 PERMIT CENTER AS SHOWN DRAWN: S. TALBOTT APPROVED: D. CAMPBELL SITE LOCATION NO: CHECKED: S. BARTKOSKE ISIS No- IOW Muss REOOYNENDED: D. CRIPPEN CONTRACT NO, ONE INCH AT FULL SIZE 1" IF NOT ONE INCH. SCALE ACCORDINGLY a King County Department of Transportation REVIEWED FOR /COMPLIANCE IITH NFPA 70 114G OCT 2 0 2010 City of Tukwila BUILDING DIVISION GENERAL NOTES: 1. UGHT ONES INDICATE EXISTING EQUIPMENT. HEAVY ONES INDICATE NEW EQUIPMENT AND MATERIALS. 2. ALL NEW CONDUITS SHALL BE GRS CONDUITS. KEYED NOTES: 3- PROVIDE NEW 3° GRS CONDUIT AND EXTEND EXISTING 3° CONDUIT TO NEW ATS. PROVIDE NEW WIRES IN EXISTING 3" CONDUIT. PROVIDE NEW 3 -POLE, 480V, SQUARE D BREAKER WITH MINIMUM OF 22K AIC RATING. © PROVIDE NEW CABLES IN EXISTING 2° CONDUIT (AND NEW CONDUIT TO ATS -E). MOLDED CASE TYPE DISCONNECT IN NEMA 4X STAINLESS STEEL ENCLOSURE SERVICE ENTRANCE GROUNDING. CONNECT TO BUILDING STEEL, COW WATER PIPE AND GROUND RODS PER NEC. © PROVIDE LOCKABLE BREAKER IN THE OFF POSMON. METRO TRANSIT DIVISION SOUTH BASE FUEL/WASH GENERATOR REPLACEMENT CONSTRUCTION ONE -LINE DIAGRAM DATE: 5/25/10 DRAWING NO: E6.01 SHEET NO: OF 12 14 R: \4558- 004.11\Dwgs \s3EB_02 5 -25 -10 02:37pm morllee PANEL SA (STBY)BLDG FUEL/WASH TYPE NEW PANEL SURFACE OR FLUSH . SURFACE MAIN BKR. 150A RATING 225A. 480Y/277V, 3PH, 4W REF. DWGS. REVISION(s) ENGINEER ELECTRICAL. PANEL SCHEDULE BASE SOUTH DATE LOCATION I E- FEEDERS FROM ATS -S SHORT CKT. RTG., Isym 22kAIC REVISED CKT. DATE REVISED JOB NO. Aug -04 CIRCUIT FRAMES & AMPS WIRE SIZE DESCRIPTION HP AMPERES LOCATION a b c la 1 26.0 3b 50A / 3P (3) #8 PANEL P3 VIA XFMR T1 22.0 FUEL/WASH SE 5c 1 20.0 SE CORNER 70 1 - 25.0 9b 20A/3P - SPARE 25.0 11c 1 - 25.0 130 20A/1P - SPARE 8.0 GEN ROOM 15b 20A/1P - SPARE 17c 20A/1P - SPARE 1943 20A/1P - SPARE 2.0 21b 20A/1P - SPARE 2.0 GEN ROOM 23c 20A/1P - SPARE 2.0 25a 60A / 2P SPARE 2713 1 29c - - EMPTY 31a - - EMPTY 33b - - EMPTY 35e - - EMMPTY 2a 1 - 2.0 4h 50A/3P - SPARE 2.0 6c 1 - • 2.0 8a 20A/1P - SPARE 3.0 FUEL AISLES 1013 20A/1P - SPARE - 3.0 WASH AISLES 12c 20A /1P - SPARE 3.0 FUEL AISLES OUTSIDE 1443 - - SPACE • 2.0 16b - - SPACE 2.0 18e - - SPACE 2.0 20a - - SPACE 8.0 221) - - SPACE 8.0 24c - - SPACE 8.0 260 1 21.0 2813 70A / 31. PANEL 'RA" SUBFEED 21.0 FUEL/ WASH BUILDING 30c 1 21.0 SE CORNER 32o - - EMPTY 3413 - - EMPTY 36c -• - EMPTY • DEMAND kVA= 10.2 26.0 22.0 20.0 TOTAL AMPS PANEL R BLDG FUEL/WASH TYPE EXIST PANEL SURFACE OR FLUSH SURFACE MAIN BKR. 225A RATING 225A, 277Y/4130V, 3PH. 4W REF. DWGS. REVISION(s) As Built ENGINEER ELECTRICAL PANEL SCHEDULE BASE SOUTH DATE Aug -04 LOCATION SE CORNER, Col. B -2 FEEDERS (4) #2 /0AL, (1) {j4 al G, 3"C FROM BREAKER BKR -E VIA ATS -E SHORT CKT. RIG., Isym REVISED CKT. DATE REVISED JOB NO. CIRCUIT FRAMES & AMPS WIRE SIZE O.SCRIP'T10N HP AMPERES LOCATION o b o la 1 37.0 3b 50A / 3P (3). #6 PANEL 'S SUBFEED 37.0 FUEL/ WASH BUILDING 543 1 37.0 SE CORNER 7a 1 25.0 913 70A / 313 (3) #6 AIR COMPRESSOR 25.0 COL B -4 17 e 1 25.0 13a 20A / 11. #12 LIGHTING 8.0 GEN ROOM 1513 20A / 1P - SPARE 17e 20A / 1P - SPARE 19a . 1 2.0 21b 15A / 31. (3) •12 EXHAUST FAN (GENERATOR) 2.0 GEN ROOM 23e I 2.0 25a 60A / 2P SPARE 2713 1 29c - - EMPTY 31a - - EMPTY 33b - - EMPTY 35e - - EMMPTY 2a I 2.0 413 15A / 3P (3) #12 FP -4 LURE OIL PUMP 2.0 6c I • 2.0 8a 20A / 11. #12 LIGHRNG AND T1ME CLOCK 3.0 FUEL AISLES 1013 20A / 1P #12 LIGHTING 3.0 WASH AISLES 12e 20A / 113 #12 LIGHTING 3.0 FUEL AISLES OUTSIDE 14a 1 • 2.0 16b 20A / 3P (3) #12 WBE OIL HEATER 2.0 11ic 1 2.0 20a 1 8.0 2213 60A / 3P (3) #2 WELDING RECEPTACLE 8.0 24c I 8.0 260 1 21.0 2813 70A / 31. PANEL 'RA" SUBFEED 21.0 FUEL/ WASH BUILDING 30c 1 21.0 SE CORNER 32o - - EMPTY 3413 - - EMPTY 36c -• - EMPTY CONNECTED kVA= 89.7 DEMAND kVA= 85.9 Ground =0.35 .y,,,yeutra1 = 11 REVIE COMPLIANCE WITH NFPA 70 - NEC 108. 100.0 100. OCT 2 0 201 City of Tukwila BUILDING DIVISION TOTAL AMPS Measured Amps RECEIV�D CRV OF Tl1 V+ OCT 0 7 2010 PERMIT CENTER No. REVISION BY APPD DATE EECON ASSOCIATES, INC ENGINEERS - CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 ' SEATTLE, WASHINGTON 98188 TEL (206) 243-5022 FAX (206) 243-5205 5/20/0 DESIGNED: D. SIATERUS DRAWN: S. TALBOTT S. BARTKOSKE RECCUMENDElk 0. CRIPPEN PROJECT INN GER, R. MOATTAR APPROVED: D. CAMPBELL B6 NO: wow mum - CONTRACT NO: SCALE • AS SHOWN SITE LOCATION ND: ONE INCH AT FULL SIZE 1° IF NOT ONE INCH, SCALE ACCORDINGLY King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE FUEL /WASH GENERATOR REPLACEMENT PANEL SCHEDULES LMTE 5/25/10 OR/WINO NC: 0.02 SHEET NO: OF 13 14 E E m ■ 0 • D 0 PANEL P3 BLDG FUEL/WASH TYPE EXIST PANEL SURFACE OR FLUSH SURFACE MAIN BKR. 100A RATING 100A, 206Y /120V, 3PH, 4W REF. DWGS. REVISION(s) M Built ENGINEER ELECTRICAL PANEL SCHEDULE BASE SOUTH DATE Aug -04 LOCATION SE CORNER. Col. B -2 FEEDERS (4) #2 /OAL, (1) #4 al G. 3 "C FROM Panel 5A, Circuits (1,3,5) via 30kVA XFMR SHORT CKT. RIG., Isym REVISED CKT. DATE REVISED JOB NO. cIRCUR FRAMES & NAPS WIRE SIZE DESCRIPTION HP AMPERES LOCATION a b c la 20A / 1P EF-4. EF -5 12.0 3b 20A / 1P EF -3, EF-6 12.0 5e 204 / 1P EF -1, EF -2 12.0 7a 20A / 1P SPARE 9b 154 / 1P SPARE 11c 15A/1P RADIANT HEATERS 2.0 13a 15A/1P RADIANT HEATERS 2.0 15b 20A/2P GENERATOR BLOCK HEATER 12.0 17c 1 12.0 19a 20A/1P REGFFTACxE /IJGHT 4.0 21b 20A/1P BATTERY CHARGER 12.0 23c 25a 27b 29c — . 31a — 33b — 35c — 2a 20A / 1 P EF -7. EF -8 12.0 4b 20A / IP ROOF CET RECPT 10.0 6c 20A / 1 P . MOTOR CTROL COT 6.0 8a 204 / 1P SPARE 10b 15A / 1P SPARE 12e 15A/1P PUMP P -1 MOTOR 7.2 • 14a . • 16b 18o • 20a 22b 24c 26a 28b 0.0 30c 0.0 32a — — 34b — — 36e — — CONNECTED WA= 16.6 DEMAND kVA= 15.7 Ground x.35 30.0 46.0 39.2 TOTAL AMPS Neutral = 11 8.7 17.4 16.7 Measured Mips GENERAL NOTES: .' 1. NEW LOADS TO EXISTING PANEL P3 ARE SHOWN IN HEAVY (BOLD) LETTERS. OTHER LOADS (LIGHT LINES) ARE EXISTING. REVIEWED .10H COMPLIANCE WITH NFPA70 - NEC OCT 2 0 2010 City of BUILDING DIVISION CEIVA_ CITY RE OF TU LA OCT. 0 7 2010 PERMIT CENTER No. REVISION BY APP'D DATE ELCON ASSOCIATES, INC ENGINEERS . CONSULTANTS 16300 CHRISTENSEN ROAD, SUITE 330 SEATTLE, WASHINGTON 98188 TEL (208) 2435022 FAX (206) 243-5205 DESIGNED: D. SiATERUS 5. TAU?OTT CHECx0 5 PROJECT 1WMGE1e R. MOATTAR scua AS SHOWN S. BARTKOSKE APPROVED: D. CAMPBELL @6 NM SITE r=GAMON HO: Maur Amu": — RECOMMENDED: 0. GRIPPER CONTRACT to ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY LAI King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE FUEL /WASH GENERATOR REPLACEMENT PANEL SCHEDULES M7E: 5/25/10 GNAWING ND: E6.03 SHEET NO OF 14 14