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Home My WebLink AboutPermit D19-0037 - BOEING #9-YD - BATTERY ENCLOSURE PAD AND VAULT LIDBOEING- #9 -YD 9725 E MARGINAL WAY S D19-0037 Parcel No: Address: �~^�xv ^�� Tukwila ^~�~�x�n oU�o��oa Department of Community Development 630OSouthcenterBoulevard, Suite #1OU Tukwila, VVushing�on981M8 Phone:ZV6'431'3670 Inspection Request Line: ZV6'43O'935O VVebsite;hov://www.Tukwi|aVVA.nnv 5624201036 Project Name: BOE|NG'#9-YD DEVELOPMENT PERMIT Permit Number: D19'0037 Issue Date: 3/13/2019 Permit Expires On: 9/9/2019 Contact Person: Name: Address: Contractor: License No: Name: THE B0BNGCOMPANY Address: POBOX 37O7 NV[46-2O8,S[ATTL[' WA, 98124 BOBNGCOMPANY THE POBOX 37U7K8/C20-59PROPERTY MARTIN PROBST PO BOX 3707 M/[ 40-208'SE8TTLE, WA, 98124 BO[|NGCOMPANY, THE l0ONRIVERSIDE, NVC5O0]-4O27' [m[AGO' IL, 6O6O6 1596 BO[|N[~294KxL Phone: (206)852-4985 Phone: (3I2)544-2535 Expiration Date: 1/22/2021 DESCRIPTION OFWORK: INSTALL BATTERY ENCLOSURE PAD, INSTALL NEW VAULT LID. MECHANICAL & ELECTRICAL |5lEXCLUDEDFROM THIS PERMIT AND SHALL BE OBTAINED BY THE GENERAL CONTRACTOR'S SUB -CONTRACTORS CONTRACTS ARE AWARDED. Project Valuation: $11,147l4 Type ofFire Protection: Sprinklers: Fire Alarm: Type ofConstruction: 118 Electrical Service Provided by: TUKWILA Fees Collected: $607.06 Occupancy per IBC: U Water District: TUKW|LA Sewer District: TUKVV|LA Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VVACZ96-46B: YVAState Energy Code; 2017 2017 2017 2015 Public Works Activities: [hanneUzadon/Striping: [urb[ut/\oceo/S|dewa|h: Fire Loop Hydrant: Flood Control Zone: Hau|inQ/QvenizeLnad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Volumes: Cut: O Fill: O Number O Signature:/', I Permit Center Authorized Date: = ^» / � ��-~/ � � 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 orlocal laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: —��' Print Name: ^'��7�'� /�-s�J/- -- /�� Date: �� / /�/ =~`~' / ' 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: 'BUILDING PERMIT CONDITIONS' Z: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall heosrequired hyIBC Chapter 17, TaWe17O53. 5: When special inspection is required, either the owner or the registered design professional in responsible charge shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special 'inspector shall furnish inspection reports to the Building Official in atimely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted totheBvi|dinDOf dai The final inspection report shall beprepared bythe approved special inspection agency and shall besubmitted tnthe Building Official prior tnand aso condition offinal inspection approval. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. & Notify the City ufTukwila Building Division prior tnplacing any concrete. This procedure isinaddition to any requirements for special inspection. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tank5, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion ofthis requirement. 10: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (2O6-431']67O). ll: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: VALIDITY UFPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapermit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City ofTukwila shall not bevalid. The issuance ofapermit based nnconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. l]: All mechanical work shall bpinspected and approved under aseparate permit issued bythe City ofTukwila Permit Center (ZO6/43l,367O). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (205) 438-9350 1700 BU|LD|NGRNAL~+ 0301 CONCRETE SLAB 4037 S|+CA5T'|N-PLACE 4046 S|'EP0XY/EXP[ON[ 4028 8'RE|NFSTEEL-WELD CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. D1(1— 0 0 31- Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION 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 5624201036 5624201038 King Co Assessor's Tax No.: Site Address: 9725 E Marginal Way S, Tukwila, WA 98108 Suite Number: 9-YD 9-YD Floor: Tenant Name: The Boeing Company PROPERTY OWNER Name: The Boeing Company Address: PO Box 3707; M/C 46-208 City: Seattle State: WA Zip: 98124 CONTACT PERSON — person receiving all project communication Name: Martin Probst - The Boeing Company Address: PO Box 3707; M/C 46-208 City: Seattle State: WA 74: 98124 Phone: (206) 852-4985 Fax: Email: martin.r.probst@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company Address: 100 N Riverside; M/C 5003-4027 Cit': Chicago State: IL Zip: 60606 Phone: (206) 852-4985 Fax: Contr Reg No.: BOE1NC*294ML Exp Date: 01/22/2021 Tukwila Business License No.: 178005030 New Tenant: .....Yes ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Sitts & Hill Engineer Name: Wes Jones Address: 4815 Center St City: Tacoma State: WA Zip: 98409 Phone: (253) 474-9449 Fax: Email: wcsjsittshi1l.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: The Boeing Company Address: PO Box 3707; M/C 46-208 City: Seattle State: WA Zip: 98124 HAAppl icationsWouns- Applications On Line1201.1 ApplicationsTermit Application Revised - 8-9-1 I.docx Revised: August 2011 bh Page I of 4 BUILDING PERMIT INFORMATbc— 206-431-3670 Valuation of Project (contractor's bid price): $ 30,000 Existing Building Valuation: $ 0 Describe the scope of work (please provide detailed information): Install battery enclosure and pad. Install new vault lid. Mechanical & Electrical is excluded from this permit and shall be obtained by the General Contractor's Sub -contractors once contracts are awarded. Will there be new rack storage 0 Yes 0..No If yes, a separate permit and plan submittal will be required. Provide AB Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 0 0 0 144 IIB U 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm None ..... Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? Yes If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 "paper including quantities and Material Safety Data Sheets, SEPTIC SYSTEM 0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HAApplicationsTorms-Applications On Line\ 2011 Applicationskrermit Application Revised - 8-9-11.docs Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF ON — 206-4 -0179 Scope of Work (please provide detailed information): Install battery enclosure and pad. Install new vault lid. Mechanical & Electrical is excluded from this permit and shall be obtained by the General Contractor's Sub -contractors once contracts are awarded. Call before you Dig: 811 Please refer to Public Works Bulletin #I for fees and estimate sheet. Water District El ...Tukwila 0 ...Water District #125 0 ...Water Availability Provided Sewer District 0 ...Tukwila El ...Sewer Use Certificate .. ▪ Highline 0...Valley View 0.. Renton 0 ...Sewer Availability Provided 0 .. Renton .. Seattle Septic System: O On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which annlv): Lil...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) El ...Bond 0.. Insurance 0 Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance ..• .Construction/Excavation/Fill - Right-of-way El Non Right-of-way ..• .Total Cut 40 cubic yards LZJ...Total Fill 40 cubic yards 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements El ...Traffic Control ..• .Backflow Prevention - Fire Protection Irrigation Domestic Water El ...Permanent Water Meter Size... El ...Temporary Water Meter Size .. El ...Water Only Meter Size 0 ...Sewer Main Extension Public 0 El ...Water Main Extension Public El ▪ Geotechnical Report .. • Maintenance Agreement(s) El ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance .. Work in Flood Zone 0 .. Storm Drainage 0 .. Abandon Septic Tank 0 .. Curb Cut El .. Pavement Cut 0 .. Looped Fire Line 55 O .. Grease Interceptor O Channelization .. • Trench Excavation 111 .. Utility Undergrounding WO # WO # WO # El ...Deduct Water Meter Size Private El Private 0 FINANCE INFORMATION Fire Line Size at Property Line 0 ...Water 0 ...Sewer Monthly Service Billing to: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Forms-Applicalions On Line\ 2011 ApplicationsTermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 10- 'oil 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 or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT l 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. Signature: OR A THOR D GENT: Date: 01/25/2019 BUILDING OW Print Name: Martin Probst - The Boeing Company Day Telephone: (206) 852-4985 Mailing Address: PO Box 3707; M/C 46-208 Seattle WA 98124 City Stale Zip H: \ Applications \Forms -Applications On Line12011 ApplicationsWermit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number R20836 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $72.10 D19-0037 Address: 9725 E MARGINAL WAY S Apn: 5624201036 $72.10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 [ 0.00 $2.10 DEVELOPMENT $70.00 ADDITIONAL PLAN REVIEW TOTAL FEES PAID BY RECEIPT: R20836 R000.345.830.00.00 1.00 $70.00 $72.10 Date Paid: Thursday, May 28, 2020 Paid By: MARTIN PROBST Pay Method: CREDIT CARD 051561 PrintPri: Thurcriay. Mav 2R. 2070 712 PM 1 of 1 Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 05/28/2020 02:09:38 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********9321 K TRAN AMOUNT: $72.10 APPROVAL CD: 051561 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Cash Register Receipt City of Tukwila DESCRIPTIONS , CCOUNT QUANTITY ' PAID PermitTRAK 560706 D19-0037 Address: 9725 E MARGINAL WAY S Apn: 5624201036 5607.06 Credit Card Fee $17.68 Credit Card Fee R000. 69.908.00.00 0.00 $17.68 DEVELOPMENT $572.78 PERMIT FEE R000.322.100.00.00 0.00 $331.99 PLAN CHECK FEE R000.345.830.00.00 0.00 $215.79 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $25,00 TECHNOLOGY FEE $16.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16660 R000.322.900.04.00 , 0.00 • $16.60 $607.06 Date Paid: Friday, January 25, 2019 Paid By: MARTIN R PROBST Pay Method: CREDIT CARD 069327 Printed: Friday, January 25, 2019 3:46 PM 1 of 1 c YSTEMS CO TUKWILo ETRAKIT 0200 SOUTH[ENTER OLVD TUxwILA, W4 98188 286'433'1870 CITY OF TVKwIL4 0017348800802374464580 Date: 81/25/20I9 03;45:16 PM CREDIT CARD SALE MASTERCARD CARD NUMBER: ~****+****9321 x TKAN AMOUNT: $607.86 APPROVAL [O: 069327 RECORD #: 080 CLERK In: 1azzel X {CARDHOLDER'S SIGNATURE} I 4GKs* TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy 0TUKWILABRAKIT 0200 SOUTH[ENTER BLVD TUKWILA, WA 98188 206'433'1870 CITY OF TUKWZLu Date: 01/25/2019 03:45:16 PM [nsozT c4no SALE MASTERCARD CARD NUMBER: ****'*****9321 K TRAN AMOUNT: $607.06 APPROVAL [D: 069327 RECORD #: 008 [Lpnx ID: jazzel Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila.. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Add ess: 7"2-5- ilt AMR D, to Called: Special instructions: Date Wanted: c p.rn a . Requester: Phone No: - MApproved per applicable codes. Corrections required prior -to approval. ;COMMENTS: ZVI L-0 IN G- A nspecto Date: 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 bi9-003 7 Pr r: Type of Ins ection: i /Nc -. h* - Address: ' 7 2S ir pi agie__ Date Called: r Special Instructions: 9 X) Date Wanted: "', ©— a.m. p.m. Requester: Phone No: LIApproved per applicable codes. prCorrections required prior to approval. COMMENTS;. Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. a INSPECTION RECORD etain a copy with permit NSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISIQN 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (276) 431-3670 Permit Inspection Request Line (206) 138-9350 t Approved per applicable codes. U Corrections required prior to approval. REINSPECTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection, REVIEWED FOR CODE COMPLIANCE APPROVED DEC 19 2019 City of Tukwila BUILDNG DIVISION REVISION NOL ,q- 0037 SITTS & HILL ENGINEERS, INC. Professional Engineers & Planners CIVIL; STRUCTURAL AND SURVEYING CITY ROF ECENED TUKWILA DEC 11 2019 MIT CENTER 09-YD SWITCHGEAR TUKWILA, WA CALCULATIONS PREPARED FOR THE BOEING COMPANY P.O. BOX 3707 SEA i I LE, WA 98124 PREPARED BY Sitts & Hill Engineers, Inc. 4815 Center Street Tacoma, WA 98409 December 4, 2019 S & H Job Number: 17,492 SRTS&HILL ENGINEERS, INC. r*com« wAs*/wsrom (253)47*-9449 ooIGmso SIDS oxrc 11/6/ uzy /oo I7'492 cxscxso [A& DATE 12/2/2019 I BASIS FOR DESIGN ^' ` � ,I . . .. ^ ' `^ BUILDING CODE: IUlSEdition nfthe International Building Code shall beused and supplemented with A3CE7-lO. RISK CATEGORY: 11, PyWE9Switch Weight =l800|bs. PK4E6Switch Weight =l700|bs. Battery House ~14'4OU|bs Wind Speed ~11Omph, Exposure: B. Seismic Site Class: D. Seismic Design Category, D. Allowable soil bearing pressure =1,5OOpsf. Minimum compressive strength ofconcrete shall be4'0OOpsi. All bars shall beA5TK4A6lS'Grade 6O,unless noted otherwise. Anchor Bolts: ASTyWF15S4'Grade 36. L. L L L L 09•YD Switchgear Latitude, Longitude: 47.518, •122.300 Go ale Date Design Code Reference Document Risk Category Site Class Type Value Description SS 1.515 MCER ground motion. (for 0.2 second period) Si 0.574 MCER ground motion. (for 1.0s period) SMS 1.515 Site -modified spectral acceleration value SM1 0.861 Site•modified spectral acceleration value SDS 1,01 Numeric seismic design value at 0,2 second SA SDI 0.574 Numeric seismic design value at 1.0 second SA Type Value Description Pilot Statue The Museum of Flight a 1/1612019, 10:06:29 AM ASCE7-10 II D - Stiff Soil OSHPD2 2 Museum of Flight East Lot Map data ©2019 Googfe Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0,2 second Fv 1.5 Site amplification factor at 1,0 second PGA 0.633 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.633 Site modified peak ground acceleration TL 6 Long -period transition period in seconds SsRT 1.515 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.616 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.631 Factored deterministic acceleration value. (0.2 second) S1RT 0.574 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.625 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 1,263 Factored deterministic acceleration value. (1.0 second) PGAd 1.363 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0.937 Mapped value of the risk coefficient at short periods CR1 0.919 Mapped value of the risk coefficient at a period of 1 s 3 2 0 1. 0.5 0.0 0 MCER Response Spectrum 0 2 4 Period, T (sec) Sa(g) Design Response Spectrum 0 2 4 Period, T (sec) Sa(g) 6 6 DISCLAIMER While the information presented on this website is believed to be correct, SEAOC IOSHPD and ts sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals, SEAOC I OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care 10 3/4 SECTION A -A 103/4 -50(6 111210114 )MPARTMENT•4 LL' BLE 13i4 TYP. (4) 518 DIA, ANCHOR BOLTS BY USER ANCHOR BRACKET BY S&C / ENCLOSURE GASKET BY S&C CONCRETE PAD ANCHOR BOLT DETAIL 49112 v C R.H. SIDE VIEW OPEN REAR VIEW COMPARTMENT•3 COMPARIMEND4 2v3 1 COMPARTMENT4 [ COMPARTMENT' CONNECTION DIAGRAM PROJECTED CENTER LINE OF PARKING STAND 28 3/8 •.0,,S, PEAK PEAK WII HSIAND AMPERES, SYM. ONE•SEC. SHORI IME WDHSTAND MVA, THREE-PHASE SYM, AT RATED NOMNAI VOLTAGE MAIN BUS RATINGS, AMPERES: 1 CONTINUOUS CURRENT 6 SHORT-CIRCUIT: PEAK PEAK WITHSTAND HMS SYM, ONE•SEC. SHORT•TME W ITHSTAND SEE DETAIL -A 6 FUSE RATINGS -TYPE SME-20, AMPERES: 36 400 14 000 350 600 65 000 25 000 MAX. CONTINUOUS CURRENT 200E OR 200K RMS SYM., MAX, ! 14000 1 INTERRUPTING CURRENT MINFRUPTERO SW ITCH RATINGS, AMPERES: CONTINUOUS CURRENT LIVESWITCHNG: LOAD SPLIT ING AND LOAD DDOPPNG 200 SHORT-CIRCUIT: PEAK PEAKWORISTAND 36400 I HM55YM,ONE•SEC. SHORT•TME WITHSTAND 4 FAULT -MAKING, DUTY -CYCLE, THREE -TIME: P444 36400 RMS SYM. 1800 Ibs, (from Specification) This switch (PME-9) is located on the new pad SOUTH of the Sub #2 Yard. 14 000 • APPLICABLE TO M4 SUFFIX ONLY 11101HERES, KKK, PEAK WITHSTAND AMPERES, RMS SYM. ONE SEC SHORT ilk WITHSTAND MVA, THREE-PHASE SYM. AT RATED NOMNAI VOLTAGE MAIN BUS RATINGS, AMPERES: CONTINUOUS CURRENT SHORT-CIRCUIT: PEAK, PEAK WITHSTAND RMS SYM., 0NE•SEC. 5H0RT4ME WITHSTAND FUSE RATNGS•TYPE SME-20, AMPERES: MAX, CONTINUOUS CURRENT RMS SYM., MAX. INTERRUPTING CURRENT MINFRUPTER®SWITCH RATINGS, AMPERES: CONTINUOUS CURRENT LIVE SWITCHING: 1.0AD SPLIITNG AND CAD DRCPPNO SHORT-CIRCUIT: PEAK, PEAK WITHSTAND RMS SYM., 0NE•SEC. SHORT•TME WITHSTAND -.� 36 400 14000 350 600 65 000 25 000 200E OR 2001T • 14 000 _ J 600 36 400 -i4 666 - FAULT -MAKING, DUTY -CYCLE, THREE•TME: PEAK [ 36400 - 1144 000-. l SPECIAL FEATURES: HMS SYM APPLICABLE TO X SUFFIX HEN M4 SUFFIX IS NOT 51. 6" TALLER HIGH VOLTAGE ENCLOSURE /6" S.S. BASESPACER 52. LOW VOLTAGE ENCLOSURE ON COMPARTMENT-3. 53. SINGLE PHASE VOLTAGE SENSING ON BUS. 54. BATTERY CHARGER WITH BATTERY PACKS. 55. AUXILIARY CONTACTS ON MINI RUPTER SWITCHES ON ALL SWITCHES 56. SWITCH CLOSED INDICATION LED/LIGHT. WIRING DIAGRAM: QCDR•17739 SUFFIX DRAWING NO• SUFFIX DRAWING NO, A2 CPA-1784 F2 CPA-6071 A3 CVU-2870 F12 CPA•6071 A4 CPA-6751 K CPA•6073 A5 CPA-6377 K7 CPA-6416 A10 CPA•1983 K8 CPA•6418 At2 CPA•1984 K10 CPA•8073 AI5 CPA•6377 K17 CPA-6417 B1 CPA-1785 K18 CPA-6419 B2 CPA•1786 L71 CPA-7124 811 CPA-1985 MI CPA-1788 B12 CPA-1986 M4 CPA-6289 C1 CVU-2666 X RD•7049 C3 CVG2668 '1 CVU-2921 C4 CVU•2669 '2 CVI}2922 Et CVU-2590 '3 CVI1-2951 E2 CV1.1.2591 '4 CVU•2952 E3 CV11.2592 '5 CVU•2953 F1 CPA•6071 '6 CVU•2954 50 314 1 112 MIN 3LE 13/4 TYP. FRONT VIEW SECTION A•A (4)5/6 DIA. ANCHOR BOLTS BY USER — ANCHOR BRACKET BY S&C ENCLOSURE GASKET BY S8C CONCRETE PAD ANCHOR BOLT DETAIL 49112 28 3/8 6 R.H. SIDE VIEW H103/4-1-10314t103/4.1 I I SEE DETAIL -A IJ o eIN �er l C OPEN REAR VIEW COMPARIMENT'3 COMPAATMCN4•E OMPARTMENTA 6 DES, PEAK, PLAN WITHSTAND AMPERES, HMS SYN. ONE•SLC. SHORT INE WITHSTAND MVA, IXREE'PHASE SYM. AT RATED NDMI AI. VOLTAGE MAIN BUS RATINGS, AMPERES: CONTINUOUS CURRENT SHORT-CIRCUIT: PEAK, PEAK WrHSTAND RMS SYM., CNE•SEC. SHORT'TNE WITHSTAND FUSE RATNGS-TYPE SME-20, AMPERES: MAX, CONTINUOUS CURRENT RMS SYM•, MAX. INTERRUPTING CURRENT MINFRUPTER®SWITCH RATINGS, AMPERES: CONTINUOUS CURRENT LIVE SWITCHING: LOAD SPLPT NG AND LOAD DROPPNG SHORT-CIRCUIT: PEAK PEAK WITHSTAND AMS SYM., ONE•SEC. KRONE WITHSTAND FAULT,MAKNG, DUTY -CYCLE, THREE -TIME: PEAK AMS SYAI. AMPERI && aoo • PEAK WIIHSIAND AMPERES, RMS SYN. 14000 ONE•SEC.SHDR'I 1 ME WITHSTAND MVA, THREE-PHASE SYM 350 AT RATED NDMNAI _._._ VOLTAGE 600 65 000 25 000 OE OR 200K 1 14 000 20 200 36 400 14 000 MAIN BUS RATINGS, AMPERES: CONTINUOUS CURRENT SHORT•CIACUTT: PEAK PEAK WITHSTAND HMS SYM,ONESEC. SHOAT.TNAE WITHSTAND FUSE RATINGS -TYPE SME-20, AMPERES: 36 4uu 14 000 350 609 L 65 006 j_ 25000 MAX. CONTINUOUS CURRENT 7 200E 0R 200K RMS SYM., MAX. 14 000 INTERRUPTING CURRENT MINFRUPTER®SWITCH RATINGS, AMPERES: CONTINUOUS CURRENT L 600 LIVE SWITCHING: LOAD SPL PING AND LOAD DROPPNG SHORT-CIRCUIT PEAK, PEAK WITHSTAND AM5 SYM, ONE -SEC. SIIORPTMEWITHSTAND 600 36 400 4 FAULT/MAKING, DUTY -CYCLE, THREE•Ta1E: PEAK 36 400 HMS SYM 14 000 APPLICABLE TO M4 SUFFIX ONLY 41 APPLICABLE TO X SUFFIX WHEN M4 SUFFU(IS NC SPECIAL FEATURES: 51, 6" TALLER HIGH VOLTAGE ENCLOSURE /6" S.S. BASESPACER 52. LOW VOLTAGE ENCLOSURE ON COMPARTMENT•3. 53. SINGLE PHASE VOLTAGE SENSING ON BUS, 54. BATTERY CHARGER WITH BATTERY PACKS. 55. AUXILIARY CONTACTS ON MINI RUPTER SWITCHES ON ALL SWITCHES 56, SWITCH CLOSED INDICATION LEDILIGHT. WIRING DIAGRAM: OCDR•17737 1700 Ibs, (from Specification) This switch (PME-6) is i(E I located on the new pad COMPARIMENP' -- EAST of the Sub #2 Yard. CONNECTION DIAGRAM 71/8 H PROJECTED CENTER LINE OF PARKING STAND 718E SUFFIX DRAWING NO. SUFFIX DRAWING NO. A2 CPA•1784 F2 CPA-6071 A3 CVU-2870 FI2 CPA-6071 A4 CPA•6751 K CPA•6073 A5 CPA-6377 K7 CPA-6416 Al0 CPA-1963 KB CPA-6418 Al2 CPA-I984 K10 CPA-6073 A15 CPA•6377 K17 CPA•6417 B1 CPA-1785 K18 CPA-6419 B2 CPA-1786 L71 CPA-7124 B11 CPA-1985 MI CPA•1788 B12 CPA-1986 Md CPA•6289 C1 CVU-2666 X RD-7049 C3 CVL42668 '1 CVl}2921 C4 CVU-2669 '2 CVU•2922 El CVU-2590 '3 CVU•2951 E2 CV11•2591 '4 CVU•2952 E3 CVU-2592 '5 CVU-2953 F1 CPA•6071 '6 CVI1.2954 flrTAII A SITTS & HILL ENGINEERS, INC. PROJECT: 17492 TACOMA, WASHINGTON (253) 474-9449 PROJECT:09-YRD Switchgear Foundation DESIGNED: SDS DATE: 11-04-2019 CHECKED: EAB DATE: 11-04-2019 EQUIPMENT ANCHORAGE AND FOUNDATION: EQUIPMENT ANCHORAGE: WE9:=1800 lbf Equipment Weight - PME 9 Switch WE6 := 1700 lbf Equipment Weight PME 6 Switch Seismic Base Shear: SDS := 1.01 Rp := 2.0 Response Modification Factor ASCE 7-10 Table 13.6-1 ap := 1.0 Component Amplification Factor ASCE 7-10 Table 13.6-1 I:=1.0 Importance Factor ASCE 7-10 Table 11.5-1 2.5 Overstrength Factor ASCE 7-10 Table 13.6-1 0.4 • ap • SDS • WE9 = 364 lbf Seismic Base Shear - PME 9 Switch per ASCE 7-10 13.3-1 Fp9 := RP 0.4 • ap • SDS • WE6 Fp6 := = 343 lbf Seismic Base Shear - PME 6 Switch per ASCE 7-10 13.3-1 RP ) Check Equipment Overturning: H=50 in• 0.5 = 2.08 ft Center of Gravity Height For Both Switches Lw := 49.5 in=4.13 ft Anchor Bolt Pattern Width For Both Switches Controlling LC: (0.9-0.2 SDS) D+ f2E OTM9:=H•Fp9= 758 lbf.ft OTM6:=H•Fp6= 715 lbf.ft , Q0.0TM9 (0.9-0.2 SDS) WE9 u 9 := = 85 lbf 2 L, 4 < 0, No Net Uplift • OTM6 (0.9 — 0,2 SDs) WE6 U6 = = 80 lbf < 0, No Net Uplift 2 Lw 4 12 •F 0 p9 =227 lbf Anchorage Design Shear Force Per Anchor 4 PerAttached: Use (4) 5/8" Diameter Expansion Anchors - Embed 3" Min. Use previously determined loads for foundation design. Per attached, use 61-6"x6'-0"x1-0" foundation for both switches. Se 2 at:cr, p Ed 8 Profis Anchor 2.8.5 ..1 Company: Specifier: Address: Phone I Fax: E-Mail: Specifiers comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 5/8 (3 1/8) Effective embedment depth: het„, = 3.125 in., h 3.563 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2019 I 5/1/2021 Proof: Design method ACI 318-14 / Mech. Stand-off installation: - (Recommended plate thickness: not calculated) Profile: Base material: cracked concrete, 4000, fc= 4,000 psi; h = 12.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Page: Project: Sub -Project I Pos. No Date: 1 11/6/2019 R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [Ib, ft.IbJ L L www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [Ib] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 -85 227 227 0 max. concrete compressive strain: - [%01 max. concrete compressive stress: - resulting tension force in (x/y)=(0.000/0.000): 0 [Ib] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Page: Project: Sub -Project I Pos, No.: Date: p 9 Profis Anchor 2.8.5 2 11/6/2019 Load Nua [Ib] Capacity + Nn [lb] Utilization ON = Nnn/li Nn Status Steel Strength* -85 12,877 1 OK Pullout Strength* N/A N/A N/A N/A Concrete Breakout Strength** N/A N/A N/A N/A * anchor having the highest loading **anchor group (anchors in tension) 3.1 Steel Strength Nsa = ESR value N sa Nua Variables Ase,ry [in.21 refer to ICC-ES ESR-1917 ACI 318-14 Table 17.3.1.1 futa [psi] 0.16 Calculations N„ [lb] 17,170 Results Nsa [Ib] 17,170 106,000 0 steel 0.750 nanductile 4Nsa [Ib] N„ [Ib] 1.000 12,877 -85 The steel proof was done for the highest absolute force per anchor - in this case compression loading. Please be aware that buckling should be verified separately www.hilti.us pII-i.I10 Profis Anchor 2.8.5 Company: Specifier: Address: Phone I Fax: E-Mail: 4 Shear load Page: Project: Sub -Project I Pos, No.: Date: 3 11/6/2019 Load V„„ [lb] Capacity 4, V,, [Ib] Utilization Dv = Vt./. V„ Status Steel Strength* 227 4,940 5 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 227 6,784 4 OK Concrete edge failure in direction x+— 227 2,704 9 OK * anchor having the highest loading **anchor group (relevant anchors) 4.1 Steel Strength Vsa,eq = ESR value 4, \twee, Vua Variables Asey [in.2] 0.16 Calculations Vaa,„ [lb] 7,600 Results Vsa,a, [lb] 7,600 4.2 Pryout Strength V= ANc „, k, RANG0 V„ Vua AN, see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2,1(b) ANca "9hef 1 ec,N(1 + 2 5 1.0 3 her refer to ICC-ES ESR-1917 ACI 318-14 Table 17.3.1.1 futa [Psi] 106,000 4) steel 0.650 nonductile Vsa [lb] Vua Pb] 1.000 ed,N W c,N W cp,N Nei ed,N = 0.7 + O. 1.5mhaf) 5 l'O cpm MAX 1,5haf) < 1.0 cac ' ca, 4,940 227 ACI 318-14 Eq. (17.5.3.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.4.2,1c) ACI 318-14 Eq. (17.4.2.4) ACI 318-14 Eq. (17.4.2.5b) ACI 318-14 Eq. (17.4.2.7b) Nb = k X -NiT, h15 ACI 318-14 Eq. (17.4.2.2a) Variables kcr, hot [in.] 2 3.125 II c,N Ca, [in.] ecl,N [in.] 1.000 6.500 Calculations AN. [In.] 75,00 Results V„ [IbJ 9,691 0.000 ec2,N [in.] Carnin [in.] 0.000 4.000 ka f[psi] 17 1.000 4,000 Ankc, [41.2] \,v ec1,N W ec2,N ed,N Wcp,N 87.89 1.000 1.000 0.956 1.000 4) covet? 4, Seismic • nonductile 4) V, [Ib] V„ [Ib] 0.700 1.000 1.000 6,784 227 Nb [lb] 5,940 1 4. 1 1 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 4.3 Concrete edge failure in direction x+ VCb = jA Avco 4) Nick, Vua Av, see ACI 318-14, Section 17.5.2.1, Fig. R. 17.5.2.1(b) Avco = 4.5 1 (1 ) 3cal ed,V = 0.7 + 0.3(tc58c2a1) = haa 11) 1.5c = (7 (2-e- "\IT, Clai5 )0 2 da a a W h,V Vb Variables cal [in] 4.000 ed,V W c,v W h,V 111 parallel,V Vb 3.125 Calculations Av, [in.2] cat [in.] ecv [in.] 1.000 0.000 da [in.] 0.625 Avco [in.2] ec,V 72.00 Results Vcb [lb] 3,863 72.00 1.000 4) concrete 4) seismic 0.700 1.000 5 Combined tension and shear loads NI I3v 0.007 0.084 riNv= A +A <=1 Page: Project: Sub -Project I Pos. No:: Date: PII1Iii • Profis Anchor 2.8.5 4 11/6/2019 ACI 318-14 Eq. (17.5.2.1a) ACI 318-14 Table 17.3.1.1 ACI 318-14 Eq. (17.5.2.1c) ACI 318-14 Eq. (17.5.2.5) ACI 318-14 Eq. (17.5.2.6b) ACI 318-14 Eq. (17.5.2.8) ACI 318-14 Eq. (17.5.2.2a) lJ c,V 1.000 ha [1n.] 12.000 f [psi] 4 parallel,V 4,000 1.000 W ed,V 1.000 4) nonductite W h,V 1.000 Vd, [lb] 1.000 2,704 Utilization Psi,v Status 5/3 2 OK VL,„ [Ib] 3,863 Vua [lb] 227 12 www.hitti.us Company: Specifier: Address: Phone I Fax: E-Mail: Profis Anchor 2.8.5 Page: Project: Sub -Project I Pos. No.: Date: 5 11/6/2019 6 Warnings • The anchor design methods in PROFIS Anchor require rigid anchor plates per current regulations (ETAG 001/Annex C, EOTA TR029, etc.). This means load re -distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Anchor calculates the minimum required anchor plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Anchor. Input data and results must be checked for agreement with the existing conditions and for plausibility! Condition A applies when supplementary reinforcement is used. The factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • Attention! In case of compressive anchor forces a buckling check as well as the proof of the local load transfer into and within the base material (incl. punching) has to done separately. • An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section 17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c). • Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3 (b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the anchors by a non -yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased by 00. Hilti post -installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI 318-14, Section 17.8.1. Fastening meets the design criteria! 13 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: 7 Installation data Page: Project: Sub -Project I Pos. No.: Date: Anchor plate, steel: - Profile: - Hole diameter in the fixture: - Plate thickness (input): - Recommended plate thickness: - Drilling method: Hammer drilled Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. 7.1 Recommended accessories Drilling Cleaning Profis Anchor 2.8.5 6 11/6/2019 Anchor type and diameter: Kwik Bolt TZ - CS 5/8 (3 1/8) Installation torque: 60.000 ft.lb Hole diameter in the base material: 0.625 in. Hole depth in the base material: 3.750 in. Minimum thickness of the base material: 5.000 in. • Suitable Rotary Hammer • Manual blow-out pump • Properly sized drill bit Coordinates Anchor in. Anchor x y _c.x co, c_y c,y 1 0.000 0.000 4.000 4.000 Setting • Torque controlled cordless impact tool (Hilti Safeset System) • Torque wrench • Hammer 8 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. 1 4 I General Footing Lic. # KW-06002611 DESCRIPTION: Foundation Code References Calculations per ACI 318-14, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties : Concrete 28 day strength fy : Rebar Yield Ec : Concrete Elastic Modulus Concrete Density (.f) Values Flexure Shear Analysis Settings Min Steel % Bending Reinf. Min Allow % Temp Reinf. Min. Overturning Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shears Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shear Dimensions Width parallel to X-X Axis Length parallel to Z-Z Axis Footing Thickness Pedestal dimensions... px : parallel to X-X Axis pz : parallel to Z-Z Axis Height Rebar Centerline to Edge of Concrete... at Bottom of footing Reinforcing File = P:1174001174921Calculations1Structural1PME6 and PME9 SwitchesIFoundation.ec6 . Software copyright ENERCALC, INC. 1983-2019, Build:12.19.8.31 . SITTS & HILL ENGINEERING, INC. 4.0 ksi 60.0 ksi • 3,122.0 ksi • 145.0 pcf 0.90 • 0.750 0.00180 1.0 : 1 1.0 : 1 Yes Yes No No 6.0 ft 6.50 ft 12.0 in in in in 3.0 in Bars parallel to X-X Axis Number of Bars 10.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 9.0 Reinforcing Bar Size # 4 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation Bars along X-X Axis # Bars required within zone # Bars required on each side of zone Applied Loads P : Column Load OB : Overburden M-xx M-zz V-x V-z 96.0 % 4.0 % Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Increases based on footing Depth Footing base depth below soil surface Allow press. increase per foot of depth when footing base is below Increases based on footing plan dimension Allowable pressure increase per foot of depth when max. length or width is greater than Lr 1.80 L 1.50 ksf No 200.0 pcf 0.30 1.0 ft ksf ft ksf ft E H 0.7580 0.3640 k ksf k-ft k-ft 15 General Footing Lic. # KW-06002611 DESCRIPTION: Foundation DESIGN SUMMARY Min. Ratio Item PASS 0.1407 Soil Bearing PASS n/a Overtuming - X-X PASS 17.086 Overturning - Z-Z PASS 7.818 Sliding - X-X PASS n/a Sliding - Z-Z PASS n/a Uplift PASS 0.03107 Z Flexure (+X) PASS 0.02394 Z Flexure (-X) PASS 0.02883 X Flexure (+Z) PASS 0.02883 X Flexure (-Z) PASS 0.01795 1-way Shear (+X) PASS 0.01438 1-way Shear (-X) PASS 0.01560 1-way Shear (+Z) PASS 0.01560 1-way Shear (-Z) PASS 0.04046 2-way Punching Detailed Results Soil Bearing Rotation Axis & Load Combination... X-X, D Only X-X, +D+0,70E X-X. +D+0.5250E X-X, +0.60D X-X, +0.60D+0.70E Z-Z, D Only Z-Z, +D+0.70E Z-Z, +D+0.5250E Z-Z, +0.60D Z-Z, +0.60D+0.70E Overtuming Stability Rotation Axis & Load Combination... X-X, D Only X-X, +D+0.70E X-X, +D+0.5250E X-X, +0.60D X-X, +0.60D+0.70E Z-Z, D Only Z-Z, +D+0,70E Z-Z, +D+0.5250E Z-Z. +0.60D Z-Z, +0.60D+0.70E Sliding Stability Force Application Axis Load Combination... X-X, D Only X-X, +D+0.70E X-X, +D+0.5250E X-X, +0.60D X-X, +0.60D+0.70E Z-Z, D Only Z-Z, +D+0.70E Z-Z, +D+0,5250E Z-Z, +0.60D Z-Z, +0.60D+0.70E Applied 0.2111 ksf 0.0 k-ft 0.7854 k-ft 0.2548 k 0.0 k 0.0 k 0.3775 k-ft/ft 0.2908 k-ftlft 0.3417 k-ft/ft 0.3417 k-ft/ft 1.703 psi 1.364 psi 1.480 psi 1.480 psi 7.677 psi File = P:1174 01 74921Calculations1StructurallPME6 and PME9 Swilthes\Fotjndation,ec6 oftware copyright ENERCALC, INC. 1983-2019, Build:12,19.8,31 SITTS & HILL ENGINEERING, INC. Capacity 1.50 ksf 0.0 k-ft 13,419 k-ft 1.992 k 0,0 k 0,0 k 12.148 k-ft/ft 12.148 k-ft/ft 11.852 k-ft/ft 11.852 k-ft/ft 94.868 psi 94.868 psi 94.868 psi 94.868 psi 189.737 psi Design OK Goveming Load Combination +D+0.70E about Z-Z axis No Overtuming +0,60D+0.70E +0.60D+0.70E No Sliding No Uplift +1.402D+E +1.40D +1.402D+E +1.402D+E +1.402D+E +1,40D +1.402D+E +1.402D+E +1.402D+E Xecc Zecc Actual Soil Bearing Stress @ Location Actual i Allow Gross Allowable (in) Bottom, -Z Top, +Z Left, -X Right, +X Ratio 1.50 n/a 0.0 0.1912 0.1912 n/a n/a 0.128 1.50 n/a 0.0 0.1912 0.1912 n/a n/a 0.128 1.50 n/a 0.0 0.1912 0.1912 n/a n/a 0.128 1.50 n/a 0.0 0.1147 0,1147 n/a n/a 0.076 1.50 n/a 0.0 0.1147 0,1147 n/a nla 0.076 1.50 0.0 n/a nla n/a 0.1912 0.1912 0.128 1.50 1.264 n/a n/a n/a 0.1712 0.2111 0.141 1.50 0.9482 n/a n/a n/a 0.1762 0.2061 0.137 1.50 0,0 n/a n/a n/a 0.1147 0,1147 0.076 1.50 2.107 n/a n/a n/a 0.09476 0,1346 0.090 Overturning Moment None None None None None None 0.7854 k-ft 0.5891 k-ft None 0.7854 k-ft Sliding Force Resisting Moment Stability Ratio 0.0 k-ft nfinity 0.0 k-ft nfinity 0.0 k-ft nfinitv 0.0 k-ft nfinity 0.0 k-ft nfinity 0.0 k-ft nfinity 22.365 k-ft 28.476 22.365 k-ft 37,968 0.0 k-ft Infinity 13.419 k-ft 17.086 Resisting Force Status OK OK OK OK OK OK OK OK OK OK All units k Stability Ratio Status 0,0 k 2.887 k No Sliding OK 0.2548 k 2.887 k 11.328 OK 0.1911 k 2,887 k 15.105 OK 0.0 k 1.992 k No Sliding OK 0.2548 k 1,992 k 7,818 OK 0.0 k 2.837 k No Sliding OK 0.0 k 2.837 k No Sliding OK 0.0 k 2.837 k No Sliding OK 0.0 k 1.942 k No Sliding OK 0.0 k 1.942 k No Sliding OK 16 ^ ' ` ` |____ . General Footing DESCRIPTION: Foundation Footing Flexure Flexure Axis & Load Combination X-X.+1.4OD X-X,+1AOD X-X.+110D X-K+1.20D X-X.+1.482D+E X-X.+1.402O+E X-X.+U.SOD X-X.+0.SOD X'X.+0.008OD+E X'X.+V.GQ8UD+E Z'Z.+1.4OD Z'Z.+14OD Z'Z.+1,20D Z'Z.+12UD Z'Z.+1.4U2D+E Z'Z.+1.4O2D+E Z'Z.+O.9OD Z'Z.+O.0OD Z'Z.+V.G98UD+E Z'Z.+0.8980D+E One Way Shear Load Combination... Software co»wghtsmsmCALC.INC. 1983-2019,emm:1z1aam onTumHILL ENGINEERING, INC. IOU Side Tension As Req'a Gvrn. As Actual As Phi*Mn 0,3413 +2 Bottom 02592 Min Temp % 030 11.852 ON 03418 'Z Bottom 02592 Min Temp % 030 11.852 OK 0.2925 +Z Bottom 0.2592 Min Temp % 0.30 11.852 OK 02925 'Z Bottom 02592 Min Temp % 0.30 11.852 OK 0.3417 +Z Bottom 0.2592 Min Temp % 0.30 11.852 OK 0.3417 'Z Bottom 02502 Min Temp % 030 11.852 OK 02194 +Z Bottom 02592 Min Temp % 0.30 11,852 UN 02194 'Z Bottom 02582 Min Temp % 0,30 11,852 OK 01701 +I Bottom 02582 Min Temp % 0.30 11852 OK UA701 -Z Bottom 02592 Min Temp % 030 11.852 OK 0.2908 -% Bottom 02592 Min Temp % 0,3077 12148 $K 02900 +X Bottom 0.2592 Min Temp % 0,3077 12148 UN 02492 -X Bottom 02532 Min Temp % 0,3077 12148 OK 8.2492 +X Bottom 02502 Min Temp % 0.3077 12.148 UK 0.2048 'X Bottom 02582 Min Temp % 03077 12.148 OK 03775 +X Bottom 02582 Min Temp % 0.3077 12148 OK 0.1889 'X Bottom 02592 Min Temp % 0.3077 12.148 OK 0.1009 +X Bottom 02582 Min Temp % 0,3077 12.148 ON 0.85867 'X Bottom 02592 Min Temp % 03077 12,148 OK 02313 +X Bottom 02592 Min Temp % 03077 12.148 OK Vu @ -X Vu @ +X_ _Vu @ -Z Vw@ +Z Vu:Max PhiVn Vu/Phi*Vn Status +1.40D 126 psi 133psi 1.48 psi 148psi 1.48 psi 94.0psi 0.02 ON +120D 117Psi 114psi 127psi 127psi 127psi 94.87 psi 0.01 ON +1.402D+E 0.99 psi 1,70 psi 1.48 psi 1.48 psi 1.70 psi 94.87 psi 0.02 OK +0.90D 00usi 0.85nsi 0.95Psi 0.95Psi 0.95od 94.0md 01 OK +0.6980D+E 0.30 psi 1{4psi 0.74 Psi 04psi 184psi K87 psi 0.01 OK Two -Way ^Punching^Shear Ali units x LoadCombination...Vu Phi*Vn Vu/Phi*Vn Status +1.40D 7.67psi 18974nd 0]0404 OK +120D 0.57pd 189.74osi &O3463 OK +1.402D+E 7.88Pni 188.74oxi O�04046 ON +0.901) 4.83 psi 188J400i 0,02587 OK +0.0880D+E 3,82 noi 189J4oei 0,02014 OR SITTS 8 HILL ENGINEERS, INC. DESIGNED ee7 DATE ►/ IC:q C' JOB i7 41Iq2 TACOMA, WASHIINGTONN,� (253) 474-9449 CHECKED L64r DATE l,Tib / (� SHEET PROJECT! ^' T j'�%1�GJG-�•�i-' t' oarkL . L r r , o// , 0 0 VAC BHA 5l929 54979 D BO 1/4" ROOF KIT ROOF KIT 54966 54981 WALL KIT 55002 54974 13116 8 54980 10829 11349 it 1 BATTERY RACI _ r 6 SPRL 54792-- 7 cb7AIN 0N1 24354 ®W I (A) R ! 00 13700 13702 11908 r 12311 12313 -- BATTERY-{- MANAfiY[Nl eYi1FY or ones) BEST LATIEAY- SELECTOR 40303 217 rENG1DsuRE Re (PTA q2. BIOCA FUSE N REUY) onto: CNARGER ON AC PANELO B 52868 52871 RISER CAMEL 52873 r BATTERY RACK SPILT C0NT41N4CNI (B) D 52866 52870 WALL KIT 52865 BASE-01 54788 PLAN VIEW 1311 12313 EXHAUST FAN (40089) SHUTTER (4HX65) 0G 54805 54812 54805 54812 - " 54805 54812 54803 54813 16829 ---11349 A NOTES: 1. THE SVATCHGEAR FOUNDATION MUST BE A SMOOTH, LEVEL SURFACE WITHIN 1/8" OVERALL. 2. SOME ATTACHMENTS TO THE BUILDING MAY BE REMOVED FOR SHIPPING. 3. ESTIMATED WEIGHT:= t27154-h196-yr n1 4. INSULATION VALUES: ROOF: R-40; WALLS: R-23; FLOOR: R-38 040 14,400 Ib with accessories 4 UN 15'-4 I/2' (ESTIMATED SHIPPING WIDTH EXHAUST FAN t DI ERE_ mnrn zinoomr noiniiiiiiii aioiiri iiiii i iiin i i ��ii iiu ionm�rr�.0 1/2" cosPNM DAD (THERMAL BARRIER) I. DON TRERMAK INSULATKW IB P28 BARRIER room BL0 () ROOF/CEILING DETAIL RIGHT ELEVATION CH BARRIER r MAJOR ROOF COMPONENTS INCLUDE: (2) 10800- 36" ROOF PANEL (I) 54982- 36' ROOF PANEL (EX. FAN) (1) 54986- 36" ROOF PANEL (2) 54809- RH GABLE (1) 54799- RH GABLE (2) 54810- LH GABLE (1) 54801- LH GABLE (4) 10811- RH TRUSS (4) 10813- LH TRUSS (6) 11221- ROOF CAP CHANNEL (3) 11224- PEAK CAP CHANNEL (2) 10802- 36" ROOF CAP DOORS (1) 28700- LH, 36"X 84' (1) 12601- 42" RAIN SHIELD (I) 14763- 42" THRESHOLD 0 NS. )k NI OH NH r AfNSYMINDE(3) ASSEMBLY: 52864 WIREWAY ASSEMBLY: 54987 TYPICAL ANCHOR DETAIg NOT TO SCALE N A 0 gr ° z 0 h > w J OW W r I- w <1110 0-0 07U MW OT 00!C > w}4- z 0r1Q Q CO D. DARNING N0. P3616-01 SITTS 8- HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 PROJECT • • 1 DESIGNED 141ei: CHECKED Lia Le DATE t JOB rTeace SHEET 5 OF M _ • s • SITTS Et HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 PROJECT -6 i DESIGNED 1444> DATE CHECKED 'eato DATE JOB i-renz SHEET OF i r, 14; (,03 APPc_z,K Ji • 09-YD Switchgear Latitude, Longitude: 47.518,-122.300 Date Design Code Reference Document Risk Category Site Class Type Value Description Ss 1.515 MCER ground motion. (for 0.2 second period) Si 0.574 MCER ground motion. (for 1.0s period) SM5 1,515 Site -modified spectral acceleration value SM1 0.861 Site -modified spectral acceleration value Sps 1.01 Numeric seismic design value at 0.2 second SA SD1 0.574 Numeric seismic design value at 1,0 second SA Type Value Description Pilot Statu IP The Museum of Flight c Co)v 111612019, 10:06:29 AM ASCE7.10 II D - Stiff Soil OSHPD Museum of Flight East Lot Map data ©2019 Google co N 0 Type Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2 second Fv 1.5 Site amplification factor at 1.0 second PGA 0,633 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAi 0,633 Site modified peak ground acceleration IL 6 Long -period transition period in seconds SsRT 1.515 Probabilistic risk -targeted ground motion. (0.2 second) SsUH 1.616 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 3.631 Factored deterministic acceleration value. (0,2 second) S1RT 0.574 Probabilistic risk -targeted ground motion. (1.0 second) S1UH 0.625 Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration, S1D 1.263 Factored deterministic acceleration value. (1,0 second) PGAd 1.363 Factored deterministic acceleration value. (Peak Ground Acceleration) CRS 0,937 Mapped value of the risk coefficient at short periods CR1 0.919 Mapped value of the risk coefficient at a period of 1 s ..e 2. 1.5 1.0 0 5 0.0 MCER Response Spectrum 0 2 4 Period, T (sec) Sa(g) Design Response Spectrum 0 2 4 Period, T (sec) Sa(g) 6 6 DISCLAIMER 0 While the information presented on this website is believed to be correct, SEAOC IOSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in thisIeb application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEACt OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care SITTS Et HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 PROJECT K2 ‘-.A4 frcIA4v-44-42. DESIGNED .144. DATE /40 ) JOB /7 41/Z• CHECKED t-t1 DATE 1 SHEET 8 OF ILI SIMPSON Strong -Tie Anchor DesignerTM Software Version 2.6.6794.2 1.Project information Customer company: Customer contact name: Customer e-mail: Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-14 Units: Imperial units Anchor Information: Anchor type: Bonded anchor Material: A193 Grade B8/B8M (304/316SS) Diameter (inch): 0.625 Effective Embedment depth, her (inch): 3.125 Code report: ICC-ES ESR-4057 Anchor category: - Anchor ductility: Yes hm,n (inch): 4.50 c.. (inch): 4.47 (inch): 1.75 Sr,,r, (inch): 3.00 Company: Sitts & Hill Engineers Date: 1/16/2019 Engineer: MEB Page: 1/Pg 9 of 14 Project: 09-YD Switchgear Address: Phone: E-mail: Project description: Location: Fastening description: Base Material Concrete: Normal -weight Concrete thickness, h (inch): 12.00 State: Cracked Compressive strength, fe (psi): 3000 t-P.,v: 1.0 Reinforcement condition: B tension, B shear Supplemental reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Hole condition: Dry concrete Inspection: Continuous Temperature range, Short/Long: 150/110°F Ignore 6do requirement: Not applicable Build-up grout pad: No Base Plate Length x Width x Thickness (inch): 12.00 x 3.00 x 0.38 Recommended Anchor Anchor Name: SET-3G - SET-3G w/ 5/80 A193 Gr. B8/B8M (304/316SS) Code Report: ICC-ES ESR-4057 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer TM Software Version 2.6.6794.2 Load and Geometry Load factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: No Ductility section for tension: 17.2.3.4.2 not applicable Ductility section for shear: 17.2.3.5.2 not applicable Do factor: not set Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: Yes Strength level loads: N. [Ib]: 0 V. [Ib]: 0 Vuay [Ib]: 2200 M. [ft-lb]: 0 M.), [ft-lb]: 0 <Figure 1> Company: Sitts & Hill Engineers Date: 1/16/2019 Engineer: MEB Page: 21t 10 of 14 Project: 09-YD Switchgear Address: Phone: E-mail: ZOlb Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong -Tie Anchor Designer Software Version 2,6,6794.2 <Figure 2> 7 Li Li ri Ll n u n L J Company: Sitts & Hill Engineers Date: 1/16/2019 Engineer: MEB Page: 3f& 11 of 14 Project: 09-YD Switchgear Address: Phone: E-mail: 10.00 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94598 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com —1 SIMPSON Strong -Tie Anchor Designer Software Version 2.6.6794.2 3, Resulting Anchor Forces Anchor Tension load, N. (Ib) Company: Sitts & Hill Engineers Date: 1/16/2019 Engineer: MEB Page: 4lfg 12 of 14 Project: 09-YD Switchgear Address: Phone: E-mail: Shear load x, Voaa (Ib) Shear load y, Voay (Ib) Shear load combined, li(Voa42+(Voay)2 (Ib) 1 0.0 0.0 2200.0 2200.0 Sum 0.0 0.0 2200.0 2200.0 Maximum concrete compression strain (Too): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (Ib): 0 Resultant compression force (Ib): 0 Eccentricity of resultant tension forces in x-axis, &Iva (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'rvy (inch): 0,00 Eccentricity of resultant shear forces in x-axis, elya (inch): 0,00 Eccentricity of resultant shear forces in y-axis, e'vy (inch); 0,00 8, Steel Strength of Anchor in Shear (Sec. 17.5.1) Vsa (Ib) Ovovt 0 OCV,sws OgroulaV,seisOVsa (Ib) 7730 1.0 0.65 0.75 3768 'Figure 3> Y X 9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.5.2) Shear perpendicular to edge in y-direction: Vby. min17(/9/da)°2-Vdacall 5; 92a1;rcCai151 (Eq. 17.5.2.2a & Eq. 17.5.2.2b) /e (in) da (in) Aa fc (psi) c9/ (in) Vby (lb) 3.13 0.625 1.00 3000 10.00 13225 0Voy =0 (Avc / Avco)5vea,vY'c,v`avh,vVby (Sec. 17.3.1 & Eq. 17.5.2.1a) Avc (in2) Ave° (in2) 11c,v Th,V Vby (Ib) (Way (Ib) 300.00 450.00 0.900 1.000 1.118 13225 0.70 6210 Shear parallel to edge in y-direction: Vbx = min17(/,/ da)°21/da.lolfaco/1 5; 9arcCa/151 (Eq. 17.5,2.2a & Eq. 17.5.2.2b) /o (in) d a (in) Aa r c (psi) co/ (in) Vbx (Ib) 3.13 0.625 1.00 3000 10.00 13225 ..vaa, _ ed,V - c,V OV CbY =0 (2)(AVe/ A )ttV W V'e,VVbx (Sec. 17.3.1, 17.5.2,1(c) & Eq. 17.5.2.la) A vc (in2) Avco (in2) Ted,V K, v Vn.V Vbx (Ib) 300.00 450.00 1.000 1,000 1.118 13225 OVaby (Ib) 0.70 13800 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.5.3) 014p = minikcpNa ; k N I 45 lk IA /A 1 Vi N ki A /A 'itiv Cri NHS 1711k•P 17511 —cp—cb, = —Na0, ed Na caNa—ba —Nco, ed,N cp,N.-b, Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc, 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925,847,3871 www.strongtie.com . _J SIMPSON Strong -Tie kcp 2.0 Anchor Designer TM Software Version 2.6.6794.2 ANa (in2) Arvao (in2) 307.10 307.10 ANa (in2) ANco (in2) Wed,N 87.89 87.89 1.000 q'ed,Na 1.000 Company: Sifts & Hill Engineers Date: 1/16/2019 Engineer: MEB Page: 5 13 of 14 Project: 09-YD Switchgear Address: Phone: E-mail: gicp,Na 1.000 Yjc,N 4ucp,N 1.000 1.000 N. (Ib) 8692 Na (Ib) 8692 Nb (Ib) N. (Ib) 0 0\43 (lb) 5144 5144 0.70 7201 11. Results 11. Interaction of Tensile and Shear Forces (Sec. D.71? Shear Factored Load, V. (Ib) Design Strength, oVn (lb) Ratio Status Steel 2200 3768 0.58 Pass (Governs) T Concrete breakout y+ 2200 6210 0.35 Pass II Concrete breakout x+ 2200 13800 0.16 Pass Pryout 2200 7201 0.31 Pass SET-3G w/ 5/8"0 A193 Gr. B8/B8M (304/316SS) with hef = 3.125 inch meets the selected design criteria. 12. Warnings - Per designer input, the tensile component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor tensile force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.4.2 for tension need not be satisfied — designer to verify. - Per designer input, the shear component of the strength -level earthquake force applied to anchors does not exceed 20 percent of the total factored anchor shear force associated with the same load combination. Therefore the ductility requirements of ACI 318 17.2.3.5.2 for shear need not be satisfied — designer to verify. - Designer must exercise own judgement to determine if this design is suitable. - Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong -Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SITTS Et HILL ENGINEERS, INC. TACOMA, WASHINGTON (253) 474-9449 PROJECT t7 %vrrz.1...1GPA--42- • a 4 —4 a —I DESIGNED IV,ICS DATE 1/U2 /,q CHECKED DATE Probst (US),Martin R<Mardn.R.Probst@boengzom > Thursday, March 26i2O2O1:O8PM Bill Rambo D19'00]79YDSwitchgeacBoeing Our GC for the above project has demobilized for the time being and is exercising self -isolation. VVedonot anticipate their return until the end ofApril. | would like toformally request anextension tmthe permit expiration date due tn [OV|D'l9and subsequent logistical delays. Best Regards, Martin Probst CODE COMPLIANCE &PERMITTING FACILITIES AND ASSET MANAGEMENT SUPPLY CHAIN AND OPERATIONS ENTERPRISE SERVICES Phone: 206-852-4985, Fax: 253-657-4659 Email: mortin.cpnobotCcDboeing.00m NOTICE: This communication may contain proprietary or other confidential information, If you are not the intended recipient, mbelieve that you have received this communication inerror, please donot print, copy, retransmit, disseminate, n,otherwise use the information. Also, please indicate mthe sender that you have received this e-mail in error, and delete the copy you received. CAUTION: This email originated from outside the City of Tukwila network. Please DO Nor open attachments or click links from anunknown mrsuspicious origin. Request for Permit Exq:ension # Current Expiration Date: Cxmuxion R cqucuc: - � ! DcnicJ (|`m`iJ,ovy|oouioo} _ Si nurure/bniciuls UtIxf110' RECEIVED CITY OF TUKWILA �� r�� v~,nPERMIT CENTER 1 City of Tukwila Department of Community Development 3/5/2020 MARTIN PROBST PO BOX 3707; M/C: 46-208 SEATTLE, WA 98124 RE: Permit No. D19-0037 BOEING- #9-YD 9725 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director 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 4/20/2020. 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 4/20/2020, 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, Bill Rambo Permit Technician File No: D19-0037 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director August 14, 2019 Martin Probst PO Box 3707; M/C: 46-208 Seattle, WA 98124 RE: Request for Permit Application Extension #1 Permit Number D19-0037 Dear Martin Probst, This letter is in response to your written request for an extension to permit number D19-0037. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through March 9, 2020 If you should have any questions, please contact our office at (206) 431-3670. Kandace Nichols Permit Technician File: Permit No. D19-0037 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Kandace Nichols From: Sent: To: Subject: Kandace, Probst (US), Martin R <Martin.R.Probst@boeing.com> Tuesday, August 6, 2019 10:39 AM Kandace Nichols D19-0037 - Extension Request In reviewing my permit tracking sheet I noticed D19-0037 had no inspections but was due to expire 9/9/2019. I emailed the project team for a status update and am told that work won't begin until the end of September or middle Octoboer. Estimated completion date for the work is currently February of 2020. I would like to request consideration for a permit extension. Best Regards, Martin Probst CODE COMPLIANCE & PERMITTING FACILITIES AND ASSET MANAGEMENT SUPPLY CHAIN AND OPERATIONS ENTERPRISE SERVICES Phone: 206-852-4985, Fax: 253-657-4659 Email: martin.r.probstboeing.com Schedule: 5/40. 6:30am-3:00pm. NOTICE: This communication may contain proprietary or other confidential information. If you are not the intended recipient, or believe that you have received this communication in error, please do not print, copy, retransmit, disseminate, or otherwise use the information. Also, please indicate to the sender that you have received this e-mail in error, and delete the copy you received. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. Request for Extensior # Current Expiration Date: q- frt Extension Request: V: Approved for / r days 1_1 1)enied (provide ex-plan:An( Signature nitials City of Tukwila Department of Community Development 8/5/2019 MARTIN PROBST PO BOX 3707; M/C: 46-208 SEATTLE, WA 98124 RE: Permit No. D19-0037 BOEING- #9-YD 9725 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director 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 9/9/2019. 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 fmal 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 ancVor receive an extension prior to 9/9/2019, 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. Since ly, aAdtee-/e/ ,A)t Kandace Nichols2 Permit Technician File No: D19-0037 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: D19-0037 DATE: 12/11/19 PROJECT NAME: BOEING #9 - YD SITE ADDRESS: 9725 E MARGINAL WAY S Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: 3uildingWivision \\!\t IV ub ic orks MA NO( vkir Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) a ning Divisi n VA Permit Coordinator DATE: 12/12/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues Notation: DUE DATE: 01/09/20 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg LJ Fire D Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY C/ PLAN REVIEW/ROL-TING SLIP PERMIT NUMBER: D19-0037 DATE: 1/25/19 PROJECT NAME: BOEING #9-YD SITE ADDRESS: 9725 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: AIA)C 1-3 Building Division Public - Public Works M AP 1 -F1)--elY'll'reYeition Planning Division PRELIMINARY REVIEW: Not Applicable (no approval/review required) Structural Permit Coordinator 1111 DATE: 1/31/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 2/28/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire D Ping 0 PW Ej Staff Initials: 12/18/2013 PROJECT NAME: eZiOe`ivi PERMIT NO: 19-oar/ \q.) SITE ADDRESS: Afewli1/4.4 t,t)ti 5 ORIGINAL ISSUE DATE: REVISION LOG REVISION NO. DATE RECEIVED 1 STAFF INITIALS ISSUED DATE STAFF INITIALS I Summary of Revision: okt.s0 bt J.iroliv4te 5 Received by: tAnAni., Nirsr— ou If REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/11/2019 Plan Check/Permit Number: D19-0037 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 0 Revision # 01 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 9-YD Switch Gear Upgrades Project Address: 9-725 E Marginal Way S, Tukwila, WA 98108 Contact Person: Martin Probst Phone Number: 206-852-4985 Summary of Revision: Updated Structural Calcs. Civil drawings updated to reflect revision from vault cover to equipment pad for switches. Added site plan . RECEIVED CITY OF TUKWILA DEC 1 1 2019 PERMIT CENTER Sheet Number(s): GO, C2, C292, C292AR, C292A, C614 "Cloud" or highlight all areas of revision including date of revisn Received at the City of Tukwila Permit Center by: Entered in TRAKiT on t-r? W:\Permit Center \ Templates \Forms\Revision Submittal Foradoc Revised: August 2015 BOEING COMPANY, THE Es,,,,,nel omelet Search L&I Page 1 of 10 A-Z Index Help Safety & Health Claims & Insurance Workplace Rights Washington State Department of j Labor & Industries BOEING COMPANY, THE Owner or tradesperson LOHR, MICHAEL Principals LOHR, MICHAEL, SECRETARY MCNERNEY, W (JAMES), PRESIDENT (End; 01/13/2017) WOLTER, CHRISTOPHER, TREASURER (End: 01/16/2015) READ, PAUL, SECRETARY (End: 02/07/2013) SHRONTZ, F A, SECRETARY (End: 02/07/2013) GIVAN, B E, SECRETARY (End: 02/07/2013) KING, C G, SECRETARY (End: 02/07/2013) BEIGHLE, D P, TREASURER (End: 02/07/2013) COLLINS, T J, TREASURER (End: 02/07/2013) BUDINICH, T M, TREASURER (End: 02/07/2013) WOODARD, R B, TREASURER (End: 02/07/2013) CRUZE, D D, TREASURER (End: 02/07/2013) CONDIT, P M, TREASURER (End: 02/07/2013) WA UBI No. 178 005 030 100 N RIVERSIDE M/C 5003-4027 CHICAGO, IL 60606-'1596 312-544-2535 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. BOEINC*294ML Effective — expiration 07/13/1971— 01/22/2021 My TM Trades & Licensing Bond • •47... Tri - 1 ""70f1AC11/ fl D.T TrlE'TXTr'*1CIAlk 4T Q.Q A UT - Help us improve 1 /1 '1 /1(11 0 THE NVA71)VC COMPANY FACILITIESASSET inn MANAGEMENT CODE SUMMARY LAND USE CODE TUKWILA, WASHINGTON ZONING MANUFACTURING INDUSTRIAL CENTER/HEAVY INDUSTRIAL (MIC/H) DISTURBED AREA: APPROXIMATELY 1,000 SF (0.023 AC) REPLACED IMPERVIOUS SURFACE: APPROXIMATELY 223 SF (0.005 AC) PROJECT AREA (INCLUDING STAGING): APPROXIMATELY 4,550 SF (0.10 AC) ESTIMATED EARTHWORK QUANTITIES: CUT/FILL 25/25 CY (50 CY TOTAL) PARCEL NUMBER: 00034-0018 PROJECT INFORMATION SCOPE OF WORK: 1. UPDATE 15KV SWITCHGEAR SERVING NORTH DC, ADD A DUAL STATION BATTERY HOUSE. 2. REPLACE SUB #1 3. REPLACE SUB #2 INCLUDING TRANSFORMER AND 480V $WITCHGEAR PROVIDE NEW S&C MEDIUM VOLTAGE SWITCH. GENERAL NOTES: 1. All WORK SHALL CONFORM TO THE WSDOT STANDARD SPEC. 2018 EDITION, CURRENT WSDOT STANDARD PLANS, AND CITY OF TUKWILA REGULATIONS. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK PIND SHALL NOTIFY THE BOEING PROJECT MANAGER OF ALL DISCREPANCIES BETWEEN THE [ RAWINGS AND ACTUAL FIELD CONDITIONS. 3. P015 INTERNATIONAL BUILDING CODE. I 4. 2015 WASHINGTON STATE ENERGY CODE, COMMERCIAL PROVISIONS. 5. 2017 NATIONAL ELECTRICAL CODE (NEC). 6. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. BOEING CONTACTS: VERTICAL DATUM: BRYAN CHAMBERS MARTIN PROBST NAVD 88 PROJECT ADMINISTRATOR PERMIT FOCAL BENCHMARK: CITY OF SEATTLE P.O. BOX 3707, MC 46-208 P.O. BOX 3707, MC 46-208 CONTROL POINT SNV-5296 SEATTLE, WA 98124-2207 SEATTLE, WA 98124-2207 BRASS CAP 25' S OF TELEPHONE: 206-351-3440 TELEPHONE: 206-852-4985 WHEELCHAIR RAMP AT SE CORNER OF INTERSECTION OF E MARGINAL WAY S AND S 96TH PL ELEVATION = 18.14' UPGRADE NORTH SWITCH YARI AND DISTRIBUTION s ter=OEINO x 9725 EAST MARGINAL R1. WAY TUKWILA, WASHINGTON 98108 VICINITY MAP PROJECT LOCATION FROM DOWNTOWN SEATTLE / D❑ � V � o V 000 -53 41 9' 99 EXIT OXBOW GE EXIT 158 sa oxeor LOT u, a 9r� S480EING ACCESS RD Q 4 Q, D c r U EXIT --,-�J EXIT 157 G� i 599 900 FROM KENT� EAST MARGINAL WAY TUKWILA & AUBURN CORPORATE PARK 99 5 FROM SEATTLE-TACOMA AIRPORT DEVELOPMENTAL CENTER N NO SCALE AREA MAP SITE ADDRESS: 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON \I PROJECT SITE O 9-52/ DEVELOPMENTAL / Q CENTER n9 - 5 9-99 9-98 9-96 9-90 9-101 9-120 MILITARY \\ \ DELIVERY \ CENTER - S 13-01 „0 OXBOW PARKING LOT NORTH SWITCH YARD AND DISTRIBUTION SYSTEM LOCATION REVISIONS FNOTE: s snap he made to the scope wnnout p approval of the wila Building Division. visions will reomre a new plan submittal and may include additional plan review. SEPARATE PERMIT R UIRED FOR: Mechanical Electrical Plumbing Ucl Gas Piping City of Tukwila BUILDING DIVISION INDEX OF DRAWING,` INCLUDED IN SET DRAWING NO. SHEET NO. DRAWING TITLE REV DATE GENERAL 9-YD-GO GO COVER SHEET — 12.04.19 CIVIL (ORIGINALS) 09-YRD-C2 C2 GENERAL CIVIL NOTES A 12.04.19 09-YRD-C292 C292 SITE PLAN B 12.04.19 * 09-YRD-C292AR C292AR ENLARGED SITE PLAN - REMOVAL A 12.04.19 ® 09-YRD-C292A C292A ENLARGED SITE PLAN A 12,04.19 09-YRD-C614 C614 MISC, SECTIONS AND DETAILS A 12,04.19 ISSUE LEGEND NOT YET ISSUED O PREVIOUSLY ISSUED, NOT IN THIS ISSUE IN THIS ISSUE PREL PRELIMINARY ISSUE FOR REVIEW OR INFORMATION ONLY NOT FOR CONSTRUCTION ORIG ORIGINAL ISSUE FOR PERMIT, BID, PROCUREMENT OR CONSTRUCTION A DRAWING REVISION -SEE SPECIFIC DRAWING FOR NATURE OF REVISION FRO FOR REFERENCE ONLY REVISIONAO.L $fir"} ,,i4 p7 FILE COPY Permit No.IG Plan review approval is Subject to errors and omissions Approval of construction aocuments does hon ol authorize the violation of any aaoDted -we or ordinance Receipt of aporovea Fiew Copy and conmions is aCknowledgea: Date: City of Tu. to "ILDING DIVISi()N REVIEWED FOR CODE COMPLIANCE APPROVED DEC 19 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA DEC 112019 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL - STRUCTURAL - SURVEYING 4813 CENTER STREET I TACOMA, WA. 98409 RE -ISSUE FOR PERMIT DECEMBER 4, 2019 PHONE:(253)4T4.9449 .I FAX: 12")4T&W9 h�"�""�°""�°9'°°°�`°°" Project N°.: ,7,492 Project Mgr.: KH Proj. Engineer. RJJ I Pro} Drafter. KLK SYM REVISION BY APPROVED - DATE SYM REVISION BY APPROVED DATE ® f K t1 �s p11 13di ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN KR A 09.08.17 SUBTITLE OVER SHEET CURRENT REVISION 33621 SYMBOL — — BAT E 12.04.19 -- 09—YD SWT(CHGEAR 33621 SITTS LL 12.04.19 C CKEISCHER K. HARGRAVE 09.08.17 SHEET O APPRovEo BY DEPT. DATE R. JOHNSON 09.08.17 TITLE 09-YD SWTICHGEAR 09—YRD CIVIL DEV. CENTER, WA K. HARGRAVE 09.08.17 APPROVED JOB NO. 33621 COMP NO. APPROVED I DwD N0' 09-YRD-G0.DWG 1. SPOT ELEVATIONS, UNDERGROUND UTILITIES, AND SURFACE FEATURES SHOWN ON THESE PLANS ARE AS SHOWN ON BOEING DEVELOPMENT CENTER 09-YRD DRAWING FILES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING FEATURES, ELEVATIONS, AND PROPERTY LINES SHOWN. IF DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ON -SITE AND SHALL COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MINIMUM OF TWO (2) WEEKS IN ADVANCE OF THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL SIGNS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION. SHUTDOWN OF OWNER OPERATION OR ACCESS WILL NOT BE PERMITTED, A MINIMUM OF ONE LANE SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. 3. THE LOCATION OF ALL UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE, THE CONTRACTOR SHALL VERIFY THE EXISTING UTILITIES PRIOR TO EXCAVATION. TO LOCATE UTILITIES, CALL THE UNDERGROUND LOCATE LINE AT 1-800-424-5555. 4. WHERE CONFLICTS OCCUR BETWEEN EXISTING FEATURES AND THE PLACEMENT OF NEW FACILITIES, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER. 5. THE CONTRACTOR FOR THIS PROJECT SHALL MAINTAIN A CLEAN, LEGIBLE SET OF THESE PLANS AND NOTE ALL DEVIATIONS THEREON. UPON COMPLETION OF CONSTRUCTION, THESE DRAWINGS SHALL BE DELIVERED TO THE ENGINEER FOR THE PREPARATION OF RECORD DRAWINGS. 6, THE CONTRACTOR SHALL HAVE THE FOLLOWING DOCUMENTS AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION: 6.1. CURRENT COPY OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M21-01) 6.2. 2018 EDITION OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M41-10) 6.3. 2019 EDITION OF CITY OF TUKWILA PUBLIC WORKS DEPARTMENT INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS 7. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT TO PREVENT UTILITY INTERRUPTION, NOTIFY THE BOEING COMPANY ONE WEEK IN ADVANCE OF EACH UTILITY CONNECTION. 8. PRIOR TO BIDDING, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAKE ALL NECESSARY SITE INSPECTIONS AND DETERMINATIONS OF ITEMS AND QUANTITIES OF WORK TO ENSURE THAT ALL ITEMS OF WORK NECESSARY TO PERFORM A COMPLETE AND ACCEPTABLE JOB HAVE BEEN TAKEN INTO CONSIDERATION. 9. BOEING'S SINGLE POINT OF CONTACT THROUGHOUT THE PROJECT WILL BE BOEING'S CONSTRUCTION ADMINISTRATOR BRYAN CHAMBERS, PHONE# (206) 351-3440. POLLUTION PREVENTION 1. EQUIPMENT LUBRICATION AND FUELING OPERATIONS SHALL OCCUR AT AN OWNER APPROVED ON -SITE LOCATION. 2. PREVENT OILS AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER CONTAINMENT DEVICES. 3. ACCESS TO CONSTRUCTION IS VIA ADJACENT EXISTING PAVED STREETS. SWEEP DIRT FROM PAVING DAILY OR AS NEEDED, THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES AND EQUIPMENT FROM BEING DEPOSITED ON BOEING-OWNED STREET AND CITY STREET PAVEMENT. 4. SPILL CLEANUP PROCEDURES SHALL BE POSTED ON -SITE. IN CASE OF A SPILL THAT MAY ENTER GROUNDWATER, SURFACE WATER, OR STORM DRAIN SYSTEM, CONTACT BOEING DISPATCH (206) 655-2222 OR PAUL YOUNT (206) 669-1490. SPILLS SHALL BE CLEANED UP IMMEDIATELY AND CONTAMINATED MATERIAL DISPOSED OF PROPERLY. 5, THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ON -SITE FROM ENTERING THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE CONTAINMENT/SEPARATION ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH APPLICABLE STORMWATER PERMITS. 6. THE CONTRACTOR SHALL CONDUCT A DAILY STORMWATER / ENVIRONMENTAL INSPECTION OF THE CONSTRUCTION SITE. SCOPE OF THE INSPECTION WILL BE COORDINATED WITH SITE ENVIRONMENTAL ENGINEERING. 7. THE CONTRACTOR SHALL FOLLOW ALL ENVIRONMENTAL AND OTHER REQUIREMENTS AS DEFINED IN THE BOEING SERVICE PROVIDER MANUAL (AVAILABLE UPON REQUEST). SYM -- 09-YD SWITCHGEAR A I ADDED SWITCH PADS REVISION BY APPROVED DATE 33621 SPITS LL 01.18.19 336211 SITTS I LL 1 12.04.19 PLASTIC COVERING NOTES (AS REQUIRED) 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5(3). 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12-INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. STOCKPILE NOTES (AS REQUIRED) 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) AT ALL TIMES. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3. TOPSOILS SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. DEMOLITION NOTES 1. REMOVE ALL DELETERIOUS MATERIAL FOUND ON -SITE INCLUDING VEGETATION, SCRAP WOOD, TRASH, ETC. AND DISPOSE OF AT AN APPROVED OFF -SITE LOCATION. 2. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN SIGNS AND TEMPORARY CHAIN LINK FENCING TO ENSURE CONTINUOUS PROTECTION OF THE PUBLIC AND TO PREVENT UNAUTHORIZED ENTRY TO THE CONSTRUCTION AREA. AT A MINIMUM FENCING SHALL BE 6.0 FEET HIGH. COORDINATE SAFETY AND SECURITY MEASURES WITH ADJACENT WORK. 3. DAMAGE TO ANY PROPERTY, INCLUDING BUT NOT LIMITED TO, BUILDINGS, UTILITIES, VEHICLES, FENCING, OR LANDSCAPING AS A RESULT OF CONTRACTORS ACTIVITIES WILL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE TO ORIGINAL LOCATION AND ELEVATION. 5. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR THE MAINTENANCE OR REPAIR OF OFF -SITE AND ON -SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION TRAFFIC. 6. ALL CONCRETE, PAVEMENT, CURBS, SIDEWALKS AND RAMPS INDICATED TO BE REMOVED OR REPLACED SHALL BE REMOVED TO THE NEAREST JOINT AS IDENTIFIED DURING CONSTRUCTION. WHERE THIS IS NOT POSSIBLE DUE TO CONFLICTS OR ADJACENT DAMAGED CONCRETE / ASPHALT, THE CONTRACTOR SHALL MAKE A FULL PAVEMENT DEPTH SAWCUT AT THE PROPOSED JOINT IN SOUND PAVEMENT, PROPOSED CONCRETE / ASPHALT SHALL EXTEND TO THE SAWCUT EDGE AND BE APPROPRIATELY JOINED / SEALED. 7. TO THE MAXIMUM EXTENT POSSIBLE, THE CONTRACTOR SHALL SALVAGE AND REUSE ALL CATCH BASIN FRAMES, GRATES, COVERS, MANHOLE LIDS AND ANY OTHER EXISTING METAL WORKS IN PAVEMENTS DESIGNATED FOR REMOVAL / REPLACEMENT. REVISION BY I APPROVED I DATE SUBGRADE PREPARATION NOTES 1. ALL EXPOSED SUBGRADE SHALL BE PROOF ROLLED UNDER THE OBSERVATION OF THE OWNERS GEOTECHNICAL ENGINEER WITH A LOADED 12 CY (MINIMUM) DUMP TRUCK OR HEAVY COMPACTOR. ANY LOCALIZED ZONE OF YIELDING SUBGRADE SHALL BE OVEREXCAVATED 12"-24" (OR AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER) AND REPLACED WITH CRUSHED SURFACING BASE COURSE IN 6" LIFTS, COMPACTED TO 95% MAX. DENSITY. 2. AFTER PROOF ROLLING, THE SUBGRADE SHALL BE THOROUGHLY COMPACTED WITH A VIBRATORY ROLLER WEIGHING AT LEAST 10 TONS. THE ROLLER SHALL MAKE AT LEAST 6 PASSES. THE SUBGRADE SOIL SHALL HAVE ADEQUATE MOISTURE CONTENT AT TIME OF COMPACTION, (WITHIN 2% OF OPTIMUM). 3. WHERE SUBGRADE CANNOT BE FEASIBLY SUBJECTED TO A PROOF -ROLL, COMPACTION SHALL BE VERIFIED BY A MINIMUM OF ONE NON-DESTRUCTIVE FIELD DENSITY TEST (I.E. NUCLEAR DENSIOMETER) PER 2,000 SQUARE FEET, BUT IN NO CASE LESS THAN THREE (3) TESTS. IF ADDITIONAL COMPACTION IS REQUIRED, RE -TESTING OF SUBGRADE SHALL BE AT CONTRACTOR'S EXPENSE. 4. CRUSHED SURFACING TOP COURSE (CSTC) SHALL COMPLY WITH WSDOT STANDARD SPECIFICATION 9-03.9(3). 5. SUBMIT ONE COPY OF INSPECTION / TESTING AGENCY FIELD REPORTS AND COMPACTION RESULTS TO OWNER AND ENGINEER WITHIN TWO WEEKS OF FIELD OBSERVATION. 6. VERIFY COMPACTION OF GRAVEL BASE COURSE LAYER WITH A MINIMUM OF ONE NON-DESTRUCTIVE FIELD DENSITY TEST (I.E. NUCLEAR DENSIOMETER) PER 625 SQUARE FEET (25'x25'). SUBMIT TEST RESULTS TO GEOTECHNICAL ENGINEER WITHIN 24 HOURS AFTER TEST. CONCRETE PAVEMENT NOTES 1. CONCRETE PAVEMENT CONSTRUCTION SHALL CONFORM TO WSDOT STANDARD SPECIFICATION SECTION 5-05 AND CURRENT ACI, EXCEPT AS MODIFIED HEREIN. 2. MINIMUM STRENGTH OF CONCRETE SHALL BE AS FOLLOWS: TYPE 28-DAY COMPRESSIVE 14-DAY FLEXURAL PAVEMENT 3,000 PSI N/AI 3. MAXIMUM WATER/CEMENT RATIO (W/C) SHALL BE 0.55 FOR GENERAL CONCRETE. MINIMUM CEMENTTTIOUS MATERIAL SHALL BE 564 LBS/CY. USE 1)J MINUS COARSE AGGREGATE FOR CONCRETE SIX INCHES THICK AND GREATER; USE 3/4" MINUS COARSE AGGREGATE FOR THINNER SECTIONS. 4. UNLESS APPROVED OTHERWISE IN WRITING BY THE ENGINEER, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY SAWCUT CONTROL JOINTS, CONSTRUCTION JOINTS OR EXPANSION JOINTS SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 400 SQUARE FEET. 5. PRE -MOLDED JOINT FILLER SHALL BE PER WSDOT SPECIFICATION SECTION 9-04.1(2). 6. JOINT SEALANT SHALL BE DOW CORNING "890-SL", (JET FUEL RESISTANT), OR APPROVED EQUAL. 7. FOAM BACKER ROD SHALL BE PER WSDOT SPECIFICATION 9-08.8. 8. CURING COMPOUND SHALL BE NON -YELLOWING EXTERIOR TYPE. COMPATIBLE W/ SEALER. 9. EPDXY SHALL BE SIMPSON "SET-XP" OR APPROVED EQUAL 10. ALL EPDXY BOLTS AND RODS SHALL HAVE ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. INSTALLATION PER MANUFACTURE'S DIRECTIONS. 11. CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO BOEING CONSTRUCTION MANAGER FOR DISTRIBUTION TO BOEING AND DESIGN TEAM FOR REVIEW AND APPROVAL. 12. CONCRETE SEALER SHALL BE MASTER PROTECT H-100 BY MASTERBUILDERS BASF. 1. USE ASTM A615, GRADE 60 (FY = 60 KSI), DEFORMED BARS FOR ALL BARS 2. ALL GRADE 60 REINFORCING TO BE WELDED SHALL BE ASTM A706. 3. WELDED WIRE REINFORCEMENT PER ASTM A185, WIRE PER ASTM A82. 4. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE ENGINEER. ACI 318-11 SHALL APPLY. 5. CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER #6 OR LARGER V 5 AND SMALLER ALL OTHER PER ACI 318-11 EXPOSED EXTERIOR GALVANIZED STEEL COATING 1. SURFACE PREPARATION: IN ACCORDANCE WITH SSPC-SP1, MINIMUM. 2. PRIMER: ONE (1) 3.0 MIL DRY FILM THICKNESS (DFT) COAT UNI-BOND DF SERIES 115 BY TNEMEC OR PRE -APPROVED EQUIVALENT. 3. PAINT. TWO (2) 3.0 MIL DFT COATS COAT UNI-BOND DF SERIES 115 BY TNEMEC OR PRE -APPROVED EQUIVALENT. 4. COLOR: BLACK CONSTRUCTION SEQUENCE 1. COORDINATE ENTRY, SECURITY, TRAFFIC CONTROL PLAN, ENVIRONMENTAL PROCEDURES, FOD TRAINING, AND OTHER REQUIREMENTS WITH OWNER PRIOR TO BEGINNING WORK. 2. POST SIGN WITH NAME AND PHONE NUMBER OF SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. CONTRACTOR TO COORDINATE WITH BOEING FOR PHASING OF PROJECT TO MEET BOEING'S OPERATIONAL REQUIREMENTS. IT IS ASSUMED THAT EACH PORTION OF THE PROJECT WILL BE COMPLETED IN SERIES, WITH ONLY ONE ACTIVE WORK AREA AT ANY GIVEN TIME. THE BELOW SEQUENCE DESCRIBES THE GENERAL CONSTRUCTION SEQUENCE THAT WOULD OCCUR FOR EACH WORK AREA. 3.1. MARK CLEARING LIMITS. INSTALL TEMPORARY CONSTRUCTION FENCING. INSTALL TRAFFIC CONTROL DEVICE. 3.2. REMOVE FEATURES AS SHOWN ON REMOVAL PLANS. 3.3. CLEAN SURFACE OF CONCRETE PAVEMENT ADJACENT TO WORK AREA. 3.4. INSTALL CONCRETE PAVEMENT, FENCING IMPROVEMENTS AND ELECTRICAL EQUIPMENT. 3.5. REMOVE TEMPORARY FENCING AND TRAFFIC CONTROL 4. PROVIDE AS -BUILT DRAWINGS TO OWNER/ENGINEER FOR THE COMPLETION OF RECORD DRAWINGS. 5. PROCEED WITH PROJECT CLOSE-OUT. NON-CONDUCTIVE FENCE PANELS AND ATTACHMENTS 1. ANC COMPOSITE FENCE SYSTEM BY AMICO SECURITY PRODUCTS. 2. PANELS AND ATTACHMENTS ARE AVAILABLE THROUGH SEASAFE FIBERGLASS GRATING AND STRUCTURAL PRODUCTS - 1-800-326-8842. 3. ATTACHMENTS SHALL ACCOMMODATE RETROFIT CONSTRUCTION WITH EXISTING STEEL POST AND FRAMES. INTEGRAL COLOR - BLACK. 4. UTILIZE THREADED FASTENERS. BOLT THROUGH THE PANEL WITH AMICO PANEL PLUGS. 5. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND DIMENSIONS PRIOR TO BID TO DETERMINE MATERIALS NECESSARY FOR COMPLETE REPLACEMENT OF EXISTING CHAIN LINK FENCING FABRIC AREAS. 6. DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY 1 DEPT. I D 09,08.17 SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING SAFETY DEPARTMENT. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE CITY INSPECTIONS REQUIRED BY IBC SECTION 110.3. SPECIAL INSPECTION IS REQUIRED PER SECTIONS 1704 AND 1705 FOR THE FOLLOWING: 1. CONCRETE: A) DURING THE TAKING OF TEST SPECIMENS. B) DURING THE PLACEMENT OF ALL REINFORCED CONCRETE, U.N.O. C) VERIFICATION OF CURING TEMPERATURE AND TECHNIQUE (PERIODIC). D) NO INSPECTION IS REQUIRED FOR SLABS ON GRADE. 2. REINFORCING STEEL (PERIODIC): A) DURING THE PLACING OF REINFORCING STEEL FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION NOTED ABOVE. 3. EPDXY AND ADHESIVE ANCHORS: A) DURING THE PLACEMENT OF ALL ANCHORS. 4. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B) PER IBC SECTION 1704.2.4: THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUBMIT A FINAL REPORT AS REQUIRED. C) UPON COMPLETION OF THE ASSIGNED WORK, THE ENGINEER SHALL COMPLETE AND SIGN. THE APPROPRIATE FORMS CERTIFYING THAT, TO THE BEST OF THEIR KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS, SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. FOR ADDITIONAL INFORMATION ON SPECIAL STRUCTURAL INSPECTIONS, CONTACT STRUCTURAL ENGINEER PRIOR TO START OF CONSTRUCTION. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 19 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF i'tiKWILA DEC 112019 PERMIT CENTER SITTS & HILL AA ENGINEERS, INC. ® CIVIL • STRUCTURAL . SURVEYING 4835 CENTER STREET I TACOMk WA98489 PHONE: (263) 474"9 ) FAx: (253) 4749149 httpllww sltte lRa gImem. W RE -ISSUE FOR PERMIT DECEMBER 4, 2019 Project No.: Proj. Engineer. GENERAL CIVIL NOTES CURRENT REVISION 33621 SYMBOL SHEET C2 09-YD SWTICHGEAR 09-YRD JOB NO. 17,492 Project Mgr: KH iE RJJ Proj. Drafter: KLK '_ DATE 6A 12.04.19 s m COMP N0. a MASTER DEV. CENTER, WA 09-YRD-C2 % U-M ftENSiON BY APPROVED DATE Ag%E � SITE PLAN SCALE: 1 "=30'-O" REVISION By APPROVED GATE SUB I 9-07 GATE X E J-:28— x x IIICIR'IA' SUBSTATION 7 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED I L HIT i �; I I IEGENQ GENERAL NOTE. CONSTRUCTION NOTES REFERENCE DRAWINGS IEWED FOR COMPLIANCE DEC 19 2019 City of Tukwila UILDING DIVISION RECEIVED SITE KQL� CITY OF TIJKWI x DEC 112019 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL ' STRUCTURAL - SURVEYING 4815 CENTER STREET I TACOVA. WA. 9909 PHONE: (263) 474R q 1 FAX: (M) 44."o RE -ISSUE FOR PERMIT DECEMBER 4,2019 Project No.: 17,492 Project Mg,: Kfi Prq Engineer: Rdi I Proi. Drafter. SITE PI AN CURRENT REVISION I syman -----KU(----- r_-__ LEGEND / / / / / / / REMOVE FEATURE AS NOTED SUB 1 ENLARGED SITE PLAN — REMOVAL r� SCALE: 1"=10' C292 C292AR ENLARGED SITE PLAN — REMOVAL a SCALE: 1"=10' REVISION BY APPROVED DATE SYM REVISION 09—YD SWITCHGEAR 33621 SITTS LL 01.18.19 ADDED SWITCH PADS 33621 SITTS LL 712.04.119 BY I APPROVED I DATE GENERAL NOTES CONSTRUCTION NOTES D:REMOVE EXISTING CHAIN LINK FENCE FABRIC FROM FENCE _AND GATES. 2 REMOVE EXISTING SECTION OF CHAIN LINK FENCE AND POST TO TOP OF CONCRETE CURB. EXISTING CONCRETE CURB TO REMAIN. PLUG OPENINGS WITH NON —SHRINK GROUT. 3� REMOVE EXISTING EQUIPMENT. SEE ELECTRICAL. : REMOVE WASHED ROCK SURFACING AS REQUIRED FOR PROPOSED PAVING AND ELECTRICAL IMPROVEMENTS. STOCKPILE FOR REUSE. REMOVE EXISTING STEEL BUS SUPPORT POST AND FOOTING. 6�jREMOVE EXISTING EQUIPMENT, SEE ELECTRICAL REVIEWED FOR CODE COMPLIANCE APPROVED DEC 19 2019 City of Tukwila BUILDING DIVISION nECPIVED 0 5 10 20 30 CITY OF T UKWILA SCALE: 1"=10'-0" DEC 112019 -PERMIT CENTER SITTS & HILL 2 N ENGINEERS, INC. C292 C292AR CIVIL - STRUCTURAL - SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE:(230) 47&W9 I PAX:(250) 474A449 RE -ISSUE FOR PERMITREMOVAL-] DECEMBER 4 2019 Project No.: 17,492 Project Mgr.: Proj. Engineer. RJJ Proj. Drafter. RA A SUBTITLE CURRENT REVIShJ03621 SYMBOL A DATE 12.04.19 ACCEPTABILITY K. KREISCHER 09.08.17 THIS DESIGN AND/OR ENLARGED SITE PLAN - REMOVAL SPECIFICATION IS APPROVED K. HARGRAVE 09.08.17 SHEET APPROVED BY DEPT. DATE R. JOHNSON 09.08.17 TITLE 09—YD SWTICHGEARCHECKED C292AR APPROVED VE 09.a8.17 09-YRD JOB N0. COMP N0. KH KLK CIVIL MASTER DEV. CENTER, WAI__ "__ 09—YRD—C292AR SUB 1 ENLARGED SITE PLAN rl SCALE: 1"=10' C292 C292A ENLARGED SITE PLAN SCALE: 1 "=10' SYM -- I 09—YD SWITCHGEAR A I ADDED SWITCH PADS REVISION I BY I APPROVED I DATE 33621 SITTS I LL 1 01.18.19 336211 SITTS I LL 1 12.04.19 SYM REVISION BY I APPROVED I DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFlCATION IS APPROVED APPROVED BY 1 DEPT.T E I ®1 X CHAIN LINK FENCE LIGHT DUTY CONCRETE PAVEMENT CONCRETE EQUIPMENT PAD GENERAL NOTES li>6' HIGH, 9 GAUGE VINYL COATED CHAIN LINK FENCE FABRIC (INCLUDING ENDS). VINYL COATED WIRE TIES AND PVC SCREEN INSERTS. COLOR BLACK. (VERIFY HEIGHT OF EXISTING FENCE) BATTERY HOUSE, SEE ELECTRICAL. SEE 1/C614 FOR CONNECTION TO CONCRETE PAD. (10 TOTAL) 3�16'-6'x8'-8" CONCRETE BATTERY HOUSE PAD, SEE 3/C614. MATCH TOP OF SLAB ELEVATION TO EXISTING SWITCHGEAR ®INSTALL NEW SWITCH ON TOP OF SWITCH GEAR PAD. ANCHOR BRACKETS BY SWITCH MANUFACTURER. MOUNT TO PAD PER MANUFACTURES DETAIL WITH 5 1/2" X 5/8" DIA S.S. THREADED ANCHOR. SIMILAR TO 1/C614. LIGHT DUTY CONCRETE PAVEMENT, SEE A/C614 AND 2/C614. 6. ALL EXISTING GALVANIZED POSTS, RAILS, GATES AND HARDWARE SHALL BE PREPARED, CLEANED AND PAINTED. COATING SHALL BE FORMULATED TO BE INSTALLED ON GALVANIZED SURFACES. COLOR BLACK. 2 COATS. RESTORE DISTURBED GRAVEL SURFACING WHERE DISTURBED BY CONTRACTOR ACTIVITIES. E T USED.PLACE VAULT LID WITH NEW LID WITH HATCH. MATCHISTING VAULT DIMENSIONS.ISTRUT BUS DUCT SUPPORT. SEE 4/C614. FIELD VERIFY LOCATION WITH EQUIPMENT LAYOUT. 11 NEW TRANSFORMER ON EXISTING CONCRETE SLAB. SEE 1/C614 FOR CONNECTION TO SLAB. 12 NEW SWITCHBOARD ENCLOSURE ON EXISTING SLAB. SEE 1/C614 FOR CONNECTION TO SLAB. 13 30"x30"x14" PRECAST ELECTRICAL HANDHOLE. SEE E526 FOR LOCATION. t4 7' HIGH (1) 3' WIDE AND (1) 4' WIDE x 12' LONG ANC 0.50x2.25 ANC COMPOSITE FENCE PANEL (CUT TO FIT) AT EXISTING GATE LEAF OR REMOVABLE PANEL FRAMES, ATTACH TO EXISTING METAL FRAME WITH ANC GALVANIZED BANDS. MOUNT PANELS TO EXTERIOR SIDE OF FRAME, 15 7' HIGH TOTAL (1) 3' WIDE AND (1) 4' WIDE x 12' LONG ANC 1.0-1.75 COMPOSITE FENCE PANELS (CUT TO FIT), ATTACH TO EXISTING METAL LINE AND CORNER AND GATE POSTS WITH ANC GALVANIZED BANDS. MOUNT TO EXTERIOR SIDE OF POSTS. 16. COAT ANC GALVANIZED BANDS WITH 2 COATS PAINT FORMULATED TO BE INSTALLED ON GALVANIZED SURFACES. COLOR: BLACK. 17 8' HIGH TOTAL (2) 4' WIDE x 12' LONG ANC 10-1.75 COMPOSITE FENCE PANELS (CUT TO FIT) ATTACH TO EXISTING METAL LINE, CORNER AND GATE POSTS WITH ANC GALVANIZED BANDS. 18 8' HIGH TOTAL (2) 4' WIDE x 12' LONG ANC 0.5Ox2.25 ANC COMPOSITE FENCE PANEL (CUT TO FIT). AT EXISTING GATE LEAF OR REMOVABLE PANEL FRAMES ATTACH TO EXISTING METAL FRAME WITH ANC GALVANIZED BANDS. MOUNT PANELS TO EXTERIOR SIDE OF FRAMES. CONSTRUCTION Njlfllilz�ll= PPROVED DEC9 2019 LCity of Tukwila LDING DIVISION 0 5 10 20 30 RECFIVECI CITY OF TiiK'r ILA SCALE: 1"=10'-0" DEC 112019 PERMIT CENTER d RE -ISSUE FOR PERMIT DECEMBER ENLARGED SITE PLAN SITTS & HILL ENGINEERS, INC. CIVIL . STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 9809 PHONE: (253) 4744469 1 FAX: (253) 4744.g9 MIpJ/ww .41tt8-hllWngl re caM Project No.: 17,492 Project Mgr.: Proj. Engineer. RJJ Pro} Drafter. NON SYMBOL OATS 33621 A 12.04.19 KH KLK 12 N III R cz92 09-YRD �i JOB NO. CIVIL MASTER DEV. CENTER, WAIDWo No. }=y I, u` s } rv+u v n 1 + � 4 zt. i 4 titi 4 w t. n r �x r�f C i34 x 4 . �w. .a., .3, a'+ •a., .M n.:. zEivti . l 2 r r fhb iY t S, LOCATION IN REGION Mil i r oil SEEM a MER 03Z�3u.�S1 � t 1 i SYM REVISION n -- 09-YD SWITCHGEAR T T BY APPROVED DATE I SYM REVISION BY I APPROVED DATE 33621 CASNE RJJ 01.18.19 Fe PROJECT SUMMARY DESCRIPTION OF WORK: 1) UPDATE 15KV SWITCHGEAR SERVING NORTH DC, ADD A DUAL STATION BATTERY HOUSE 2) REPLACE SUB #1 3) REPLACE SUB #2 INCLUDING TRANSFORMER AND 480V SWITCHBOARD. PROVIDE NEW S&C MEDIUM VOLTAGE SWITCH. SITE ADDRESS: 9725 EAST MARGINAL WAY SOUTH BUILDING 9-58 AND YARD OWNER: THE BOEING COMPANY ATTENTION: MARTIN PROBST FACILITIES SERVICES - SHARED SERVICES GROUP PERMIT ADMINISTRATOR P.O. BOX 3707, M/C 46-88 (206) 852-4985 SEATTLE, WASHINGTON 98124-2207 PARCEL #: 562420-1038 PARCEL INFORMATION: ABBREVIATED LEGAL MOORES FIVE ACRE TRS "REVISED LOT C" TUKWILA BOUNDARY LINE ADJUSTMENT NO BLA-01-002REC N020010803900001 & AFFIDAVIT OF CORRECTION REC NO. 20020215001703 WCH IS POR OF SE 1/4 OF SW 1/4 AND POR OF SW 1/4 OF SE 1/4 STIR 33-24-04 PARCEL #: 562420-1036 ABRREVIATED LEGAL MOORES FIVE ACRE TRS "REVISED LOT B" TUKWILA BOUNDARY LINE ADJUSTMENT NO BLA-01-002REC N020010803900001 & AFFIDAVIT OF CORRECTION REC NO. 20020215001703 WCH IS POR OF SE 1/4 OF SW 1/4 AND POR OF SW 1/4 OF SE 1/4 STIR 33-24-04 OCCUPANCY TYPE: U SEPARATE PERMIT RrE,Q�rp,-UIRED FOR: CONSTRUC1ION TYPE: IIB t�1 Mechanical EEleotrlcal BUILDING SF: 143.06 S.F. L7i Plumbing BUILDING NUMBER OF STORIES: 1 LC Gas Piping City of Tukwila BUILDING DIVISION FILE -- --- -- - __ Permit No. — REVISIONS Plan review approval is subject to errors and omissions Approval of construction documents does NO chances snarl be ma 76 to the SCODa not aulhrinze The violation Of any adopted Code or of work wdnoui ora approval of the ordinance- Receipt of approved Fieio Copy and Tukwila Building Division, ndmons is mo ieaged: NOTE: Revisions will require a new plan By - submittal and may include additional plan review. Date: �.f—11a auor. PROJECT CODES 1. 2015 INTERNATIONAL BUILDING CODE (IBC) 2. 2015 WASHINGTON STATE ENERGY CODE, COMMERCIAL PROVISIONS. 3. 2017 NATIONAL ELECTRIC CODE (NEC) IN SET DRAWING # SHEET # DRAWING TITLE REV DATE GENERAL 9-YD-GO GO COVER SHEET 01.18.19 9-YD-G1 G1 CONSTRUCTION SEQUENCE 01.18.19 CIVIL 09-YRD-C2 C2 GENERAL CIVIL NOTES 01.18.19 09-YRD-C292 C292 SITE PLAN 01,18.19 09-YRD-C292AR C292AR ENLARGED SITE PLAN -REMOVAL 01.18.19 • 09-YRD-C292A C292A ENLARGED SITE PLAN - 01.18.19 09-YRD-C614 C614 MISC. SECTIONS AND DETAILS 01.18.19 MECHANICAL • 09-058-M500R M50OR YARD HVAC PLAN - 01.18.19 • 09-058-M500 M500 YARD HVAC PLAN - 01.18.19 ELECTRICAL 09-YD-E4 NR E4 NR NORTH SWITCHGEAR ONE -LINE DIAGRAM A 01.18.19 09-YD-E502R E502R PLAN D 01.18.19 • 09-YD-E526R E526R SUB #1 PLAN DETAIL - 01.18.19 09-YD-E606R E606R PLAN - EAST D 01.18.19 09YD-E607R E607R BLDGS 9-08 & 9-77 SERVICES C 01.18.19 • 09-58-E4R E4R NORTH SWITCHGEAR ONE -LINE DIAGRAM A 01.18.19 • 09.58-E10R EtOR YARD LIGHTING PLAN A 01.18.19 • 09.58-E60R E60R YARD 120/240V POWER PLAN A 01.18.19 09-58-E502R E502R SWITCHGEAR ELEVATION - 01.18.19 09-YD-E4N E4N NORTH SWITCHGEAR ONE -LINE DIAGRAM A 01.18.19 • 09-YD-E4E E4E ELECTRICAL PML METERING 2 OF 2 0 01.18.19 09-YD-E4F E4F SUB #2 SWITCHBOARD ONE -LINE - 01.18.19 09-YD-E4G E4G SUB#1 SWITCHBOARD ONE -LINE 01.18.19 09-YD-E502 E502 PLAN D 01.18.19 09-YD-E524 E524 SUB #2 SWITCHBOARD ELEVATION 07.16.18 09-YD-E525 E525 SUB #1 SWITCHBOARD ELEVATION 01A8.19 • 09-YD-E526 E526 SUB #1 PLAN DETAIL - 01.18,19 • 09-YD-E527 E527 GROUNDING DETAILS - 01.18.19 • 09-YD-E606 E606 PLAN - EAST D 01.18.19 09-YD-E607 E607 BLDGS 9-08 & 9-77 SERVICES C 01.18.19 09-58-E4 E4 NORTH SWITCHGEAR ONE -LINE REVIEWED -F0--R A 01.18.19 09-58-E6 E6 YARD CMCSPLAN CODE COMPLIANCE 01.18.19 09-58-E9 E9 YARD GROUNDING PLAN APPROVED A 01.18.19 09.58-E10 E10 YARD LIGHTING PLAN MAR 08 20t A 01.18.19 09-58-E60 E60 YARD 120240V POWER PLAN A 01.18.19 • 09-58-E110 El10 YARD 480V POWER PLAN LBUILDING DIVISION A 01.18.19 09-58-E500 E500 YARD PLAN VIEW AND DETAILS D 01AIIA9 09-58-E501 E501 BATTERY HOUSE ONE -LINE AND PLAN VIEW 01.18.19 09-58-E502 E502 SWITCHGEAR ELEVATION 01.18A9 09.58-E503 E503 SWITCHGEAR AND BATTERY HOUSE ALARM SCHEMATIC 01,18.19 09.51-E5 E5 EMERGENCY ONE -LINE A 01.18.19 ISSUE FOR PERMIT JANUARY 18, 2019 COVER SHEET NORTH YARD DEV. CENTER, WA P1s• CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE WA 98006 (425) 522-1000 WWW.CASNE.COM JOB NO. 171-082 VISION I SYMBOL DATE 331521 — — RECEWEW-19 VVILA GO JAN 2 5 2019 P RWIFFItENTER 9-YD-GO CONSTRUCTION SEQUENCE 1. CONTRACTOR TO SETUP TEMPORARY GENERATORS AT THE 09-77, 09-51, 09-52, AND SUB #1. SIZE OF GENERATORS TO BE DETERMINED AFTER 30 DAY METERING DATA IS OBTAINED. 2. CONTRACTOR TO REMOVE SUB #2 480V SWITCHBOARD, 2,500A BUSWAY, 2000KVA OIL FILLED TRANSFORMER, AND 15KV FEEDER BACK TO THE 09-58 BLDG. 3. CONTRACTOR TO INSTALL S&C PME 6 PAD -MOUNTED SWITCHGEAR ON MANHOLE EAST OF SUB 2. 4. CONTRACTOR TO INSTALL SUB #2 480V SWITCHBOARD, 2,000A BUSWAY, AND 1500KVA CAST RESIN TRANSFORMER. 5. CONTRACTOR TO INSTALL NEW SURGE ARRESTORS IN 9-58 BUILDING ON FEEDER #1 6. CONTRACTOR TO INSTALL 15KV CABLE FOR FEEDER #1 FROM PME 6 TO 09-58 BLDG i.INSTALL NEW FEEDER TERMINATION PVC BOOTS IN 09-58 SWITCHGEAR 7. CONTRACTOR TO INSTALL 15KV CABLE FROM PME 6 TO SUB #2 1500KVA TRANSFORMER. 8. CONTRACTOR TO INSTALL 600V CONDUCTORS FROM SUB #2 SWITCHBOARD TO LOADS AND FEED LOADS FROM SUB #2. ! r ' iteml, 1. CONTRACTOR TO SETUP TEMPORARY GENERATORS AT BLDG 09-08. SIZE OF GENERATORS TO BE DETERMINED AFTER 30 METERING DATA IS OBTAINED. 2. REMOVE FEEDER #2 FROM 09-58 BLDG TO 09-08 BLDG AND EXISTING S&C PMH 12. 3. CONTRACTOR TO INSTALL NEW S&C PME 9 ON THE OLD PMH 12 VAULT. 4. CONTRACTOR TO INSTALL NEW SURGE ARRESTORS IN 09-58 BLDG ON FEEDER #2. 5. CONTRACTOR TO INSTALL NEW 15KV CONDUCTOR FOR FEEDER #2 FROM 09-58 TO NEW PME 6. i.INSTALL NEW FEEDER TERMINATION PVC BOOTS IN 09-58 SWITCHGEAR 6. CONTRACTOR TO INSTALL NEW 15KV CONDUCTOR FOR FEEDER #2 FROM PME 6 TO PME 9. 7. CONTRACTOR TO INSTALL (2) NEW 15KV FEEDERS FROM PME 9 TO 09-08 BLDG. 11. TRANSITION TO NORMAL POWER. SUB#2 ON FEEDER #1, 09-08 ON FEEDER #2 C. SUB 1 UPGRADE 1. CONTRACTOR TO SETUP TEMPORARY GENERATOR AT BLDG 09-05, AND TEMPORARY LIGHTING IN PARKING LOTS FED BY SUB #1. 2. REMOVE SWITCHBOARDS, ABOVE GRADE CONDUITS, AND 600V CONDUCTORS FROM SUB #1. 3. CONTRACTOR TO INTERCEPT SUB #1 FEED FROM SUB #2 AND INSTALL HANDHOLE. 4. CONTRACTOR TO INSTALL CONDUIT AND HANDHOLE TO FEED NEW SUB #1 SWITCHBOARD. 5. CONTRACTOR TO INSTALL SUB #1 SWITCHBOARD AND 600V CONDUCTORS TO SUB #1 LOADS, AND FEED LOADS FROM SUB #1. 1 1• : C 1 ' :' 1 1. CONTRACTOR TO INSTALL NEW BATTERY HOUSE 2. CONTRACTOR TO DE -ENERGIZE FEEDER #1 AND REMOVE FEEDER #1 RELAY AND DOOR. 3. CONTRACTOR TO INSTALL NEW FEEDER #1 RELAY AND DOOR. CONTRACTOR TO RE -ENERGIZE FEEDER #1. 4. CONTRACTOR TO DE -ENERGIZE FEEDER #2 AND REMOVE FEEDER #2 RELAY AND DOOR. 5. CONTRACTOR TO INSTALL NEW FEEDER #2 RELAY AND DOOR. CONTRACTOR TO RE -ENERGIZE FEEDER #2. 6. CONTRACTOR TO SETUP TEMPORARY GENERATORS AT SUB #2 AND 09-08 BLDG 7. CONTRACTOR TO DE -ENERGIZE 09-58 BUILDING AND REMOVE MAIN BREAKER RELAY AND DOOR 8. CONTRACTOR TO INSTALL MAIN BREAKER RELAY AND DOOR 10. CONTACTOR TO REFEED 09-58 DC POWER FROM NEW BATTERY HOUSE. 11. REFEED SUB #2 AND 09-08 BLDG FROM NORMAL POWER. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 08 2019 City of Tukwila BUILDING DIVISION 8. TRANSFER SUB #2 POWER FROM FEEDER #1 TO FEEDER #2. TRANSFER 09-08 BUILDING *CONTRACTOR TO VERIFY CONSTRUCTION SEQUENCE WITH BOEING CONSTRUCTION MANAGER AND n v FRnKA r�FRiFRATnR Tn FFFnFR �? VIA PNAFq ENGINEER BEFORE BEGINNING CONSTRUCTION. 2 9. DE -ENERGIZE FEEDER #1 BETWEEN 09-58 AND PME6 o n 10. CONTRACTOR TO INSTALL 15KV CONDUCTOR FOR FEEDER #1 FROM PME 6 TO PME 9. ISSUE FOR PERMIT CASNEEngineering a.9 JAN UARY 18, 2019 3545 FA BELLA BOULEVARD SE, SURE 200 8El.LEWE; WA 98006 D (425) 522-1000 WWW..CA&VE.COM JOB NO. 171-082 n SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �'� `<„!� DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL _ - DATE ACCEPTABILITY B. PANGAN O1.18A9 CONSTRUCTION SEQUENCE -- 09-YD SWITCHGEAR 33621 CASNE RJJ 01.18.19 33621 01.18.19 / ,t`v h � THIS DESIGN ANDJOR CHECKED S yP �. %� SPECIFICATION IS APPROVED ENGINEER TITLE SHEET ///''\�� JJJ RECEIVED ri APPROVED BY DEPT. DATE C TY OF TUK�NILF. N CHECKED n ' + 3': 76 APPROVED NORTH YARD Awa 5 � JOB N0. CO �pqU(, 201 ' � APPROVED GENERAL DEV. CENTER, WA DWG NO. g-YD-GPERMIT CENI ER 1. SPOT ELEVATIONS, UNDERGROUND UTILITIES, AND SURFACE FEATURES SHOWN ON THESE PLANS ARE AS SHOWN ON BOEING DEVELOPMENT CENTER 09-YRD DRAWING FILES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING FEATURES, ELEVATIONS, AND PROPERTY LINES SHOWN, IF DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL ON -SITE AND SHALL COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER A MINIMUM OF TWO (2) WEEKS IN ADVANCE OF THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL SIGNS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL BE PROVIDED AT ALL TIMES DURING CONSTRUCTION. SHUTDOWN OF OWNER OPERATION OR ACCESS WILL NOT BE PERMITTED. A MINIMUM OF ONE LANE SHALL REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. 3. THE LOCATION OF ALL UTILITIES SHOWN ON THESE PLANS IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXISTING UTILITIES PRIOR TO EXCAVATION. TO LOCATE UTILITIES, CALL THE UNDERGROUND LOCATE LINE AT 1-800-424-5555. 4. WHERE CONFLICTS OCCUR BETWEEN EXISTING FEATURES AND THE PLACEMENT OF NEW FACILITIES, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BY THE CONTRACTOR, AND WILL BE RESOLVED BY THE ENGINEER. 5. THE CONTRACTOR FOR THIS PROJECT SHALL MAINTAIN A CLEAN, LEGIBLE SET OF THESE PLANS AND NOTE ALL DEVIATIONS THEREON, UPON COMPLETION OF CONSTRUCTION, THESE DRAWINGS SHALL BE DELIVERED TO THE ENGINEER FOR THE PREPARATION OF RECORD DRAWINGS. 6. THE CONTRACTOR SHALL HAVE THE FOLLOWING DOCUMENTS AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION: 6.1. CURRENT COPY OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M21-01) 6.2. 2014 EDITION OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M41-10) 6.3. FOURTH EDITION (2010) CITY OF TUKWILA PUBLIC WORKS DEPARTMENT INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS 7. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT TO PREVENT UTILITY INTERRUPTION. NOTIFY THE BOEING COMPANY ONE WEEK IN ADVANCE OF EACH UTILITY CONNECTION. 8. PRIOR TO BIDDING, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAKE ALL NECESSARY SITE INSPECTIONS AND DETERMINATIONS OF ITEMS AND QUANTITIES OF WORK TO ENSURE THAT ALL ITEMS OF WORK NECESSARY TO PERFORM A COMPLETE AND ACCEPTABLE JOB HAVE BEEN TAKEN INTO CONSIDERATION. 9. BOEING'S SINGLE POINT OF CONTACT THROUGHOUT THE PROJECT WILL BE BOEING'S CONSTRUCTION ADMINISTRATOR JOE SHIN, PHONE # XXX-XXX-XXXX. FOREIGN OBJECT DEBRIS (FOD) AND POLLUTION PREVENTION 1, EQUIPMENT LUBRICATION AND FUELING OPERATIONS SHALL OCCUR AT AN OWNER APPROVED ON -SITE LOCATION. 2. PREVENT OILS AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER CONTAINMENT DEVICES. 3. ACCESS TO CONSTRUCTION IS VIA ADJACENT EXISTING PAVED STREETS. SWEEP DIRT FROM PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES AND EQUIPMENT FROM BEING DEPOSITED ON BOEING-OWNED STREET AND CITY STREET PAVEMENT. 4. SPILL CLEANUP PROCEDURES SHALL BE POSTED ON -SITE. IN CASE OF A SPILL THAT MAY ENTER GROUNDWATER, SURFACE WATER, OR STORM DRAIN SYSTEM, CONTACT BOEING DISPATCH (206) 655-2222 OR PAUL YOUNT (206) 669-1490. SPILLS SHALL BE CLEANED UP IMMEDIATELY AND CONTAMINATED MATERIAL DISPOSED OF PROPERLY. 5. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ON -SITE FROM ENTERING THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE CONTAINMENT/SEPARATION ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH APPLICABLE STORMWATER PERMITS. 6. THE CONTRACTOR SHALL CONDUCT A DAILY STORMWATER / ENVIRONMENTAL INSPECTION OF THE CONSTRUCTION SITE. SCOPE OF THE INSPECTION WILL BE COORDINATED WITH SITE ENVIRONMENTAL ENGINEERING. 7. THE CONTRACTOR SHALL FOLLOW ALL ENVIRONMENTAL AND OTHER REQUIREMENTS AS DEFINED IN THE BOEING SERVICE PROVIDER MANUAL (AVAILABLE UPON REQUEST). 8. CONTRACTOR SHALL SUBMIT FOD PREVENTION PLAN IN ACCORDANCE WITH FAA ADVISORY CIRCULAR 150/5370-2E FOR REVIEW AND APPROVAL BY BOEING PRIOR TO IMPLEMENTATION. PLASTIC COVERING NOTES (AS REQUIRED) 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5(3). 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12-INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER t AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING IS USED ON UN -SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. STOCKPILE NOTES (AS REQUIRED) 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) AT ALL TIMES. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3. TOPSOILS SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. DEMOLITION NOTES 1. REMOVE ALL DELETERIOUS MATERIAL FOUND ON -SITE INCLUDING VEGETATION, SCRAP WOOD, TRASH, ETC. AND DISPOSE OF AT AN APPROVED OFF -SITE LOCATION. 2. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN SIGNS AND TEMPORARY CHAIN LINK FENCING TO ENSURE CONTINUOUS PROTECTION OF THE PUBLIC AND TO PREVENT UNAUTHORIZED ENTRY TO THE CONSTRUCTION AREA. AT A MINIMUM FENCING SHALL BE 6.0 FEET HIGH. COORDINATE SAFETY AND SECURITY MEASURES WITH ADJACENT WORK. 3. DAMAGE TO ANY PROPERTY, INCLUDING BUT NOT LIMITED TO, BUILDINGS, UTILITIES, VEHICLES, FENCING, OR LANDSCAPING AS A RESULT OF CONTRACTORS ACTIVITIES WILL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE TO ORIGINAL LOCATION AND ELEVATION. 5. THE CONTRACTOR IS FINANCIALLY RESPONSIBLE FOR THE MAINTENANCE OR REPAIR OF OFF -SITE AND ON -SITE PAVED SURFACES WHERE DAMAGE HAS BEEN SUSTAINED BECAUSE OF CONSTRUCTION TRAFFIC. 6. ALL CONCRETE, PAVEMENT, CURBS, SIDEWALKS AND RAMPS INDICATED TO BE REMOVED OR REPLACED SHALL BE REMOVED TO THE NEAREST JOINT AS IDENTIFIED DURING CONSTRUCTION. WHERE THIS IS NOT POSSIBLE DUE TO CONFLICTS OR ADJACENT DAMAGED CONCRETE / ASPHALT, THE CONTRACTOR SHALL MAKE A FULL PAVEMENT DEPTH SAWCUT AT THE PROPOSED JOINT IN SOUND PAVEMENT. PROPOSED CONCRETE / ASPHALT SHALL EXTEND TO THE SAWCUT EDGE AND BE APPROPRIATELY JOINED / SEALED. 7. TO THE MAXIMUM EXTENT POSSIBLE, THE CONTRACTOR SHALL SALVAGE AND REUSE ALL CATCH BASIN FRAMES, GRATES, COVERS, MANHOLE LIDS AND ANY OTHER EXISTING METAL WORKS IN PAVEMENTS DESIGNATED FOR REMOVAL / REPLACEMENT. 1. ALL EXPOSED SUBGRADE SHALL BE PROOF ROLLED UNDER THE OBSERVATION OF THE OWNERS GEOTECHNICAL ENGINEER WITH A LOADED 12 CY (MINIMUM) DUMP TRUCK OR HEAVY COMPACTOR. ANY LOCALIZED ZONE OF YIELDING SUBGRADE SHALL BE OVEREXCAVATED 12"-24" (OR AS DETERMINED BY THE OWNER'S GEOTECHNICAL ENGINEER) AND REPLACED WITH CRUSHED SURFACING BASE COURSE IN 6" LIFTS, COMPACTED TO 95% MAX. DENSITY. 2. AFTER PROOF ROLLING, THE SUBGRADE SHALL BE THOROUGHLY COMPACTED WITH A VIBRATORY ROLLER WEIGHING AT LEAST 10 TONS. THE ROLLER SHALL MAKE AT LEAST 6 PASSES. THE SUBGRADE SOIL SHALL HAVE ADEQUATE MOISTURE CONTENT AT TIME OF COMPACTION, (WITHIN 2% OF OPTIMUM). 3. WHERE SUBGRADE CANNOT BE FEASIBLY SUBJECTED TO A PROOF -ROLL, COMPACTION SHALL BE VERIFIED BY A MINIMUM OF ONE NON-DESTRUCTIVE FIELD DENSITY TEST (I.E. NUCLEAR DENSIOMETER) PER 2,000 SQUARE FEET, BUT IN NO CASE LESS THAN THREE (3) TESTS. IF ADDITIONAL COMPACTION IS REQUIRED, RE -TESTING OF SUBGRADE SHALL BE AT CONTRACTOR'S EXPENSE. 4. CRUSHED SURFACING TOP COURSE (CSTC) SHALL COMPLY WITH WSDOT STANDARD SPECIFICATION 9-03.9(3). 5. SUBMIT ONE COPY OF INSPECTION / TESTING AGENCY FIELD REPORTS AND COMPACTION RESULTS TO OWNER AND ENGINEER WITHIN TWO WEEKS OF FIELD OBSERVATION, 6. VERIFY COMPACTION OF GRAVEL BASE COURSE LAYER WITH A MINIMUM OF ONE NON-DESTRUCTIVE FIELD DENSITY TEST (I.E. NUCLEAR DENSIOMETER) PER 625 SQUARE FEET (25'x25'). SUBMIT TEST RESULTS TO GEOTECHNICAL ENGINEER WITHIN 24 HOURS AFTER TEST. CONCRETE PAVEMENT NOTES 1. CONCRETE PAVEMENT CONSTRUCTION SHALL CONFORM TO WSDOT STANDARD SPECIFICATION SECTION 5-05 AND CURRENT ACI, EXCEPT AS MODIFIED HEREIN. 2. MINIMUM STRENGTH OF CONCRETE SHALL BE AS FOLLOWS: TYPE 28-DAY COMPRESSIVE 14-DAY FLEXURAL PAVEMENT 3,000 PSI N/AI 3. MAXIMUM WATER/CEMENT RATIO (W/C) SHALL BE 0,55 FOR GENERAL CONCRETE, MINIMUM CEMENTITIOUS MATERIAL SHALL BE 564 LBS/CY. USE 1%" MINUS COARSE AGGREGATE FOR CONCRETE SIX INCHES THICK AND GREATER; USE 3/4" MINUS COARSE AGGREGATE FOR THINNER SECTIONS, 4. UNLESS APPROVED OTHERWISE IN WRITING BY THE ENGINEER, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY SAWCUT CONTROL JOINTS, CONSTRUCTION JOINTS OR EXPANSION JOINTS SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 400 SQUARE FEET. 5. PRE -MOLDED JOINT FILLER SHALL BE PER WSDOT SPECIFICATION SECTION 9-04.1(2). 6. CURING COMPOUND SHALL BE NON -YELLOWING EXTERIOR TYPE. COMPATIBLE W/ SEALER. 7. EPDXY SHALL BE SIMPSON "SET-XP" OR APPROVED EQUAL. 8. ALL EPDXY BOLTS AND RODS SHALL HAVE ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. INSTALLATION PER MANUFACTURE'S DIRECTIONS. 9. CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO BOEING CONSTRUCTION MANAGER FOR DISTRIBUTION TO BOEING AND DESIGN TEAM FOR REVIEW AND APPROVAL. 10. CONCRETE SEALER SHALL BE MASTER PROTECT H-100 BY MASTER BUILDERS BASF. 1. USE ASTM A615, GRADE 60 (FY = 60 KSI), DEFORMED BARS FOR ALL BARS 2. ALL GRADE 60 REINFORCING TO BE WELDED SHALL BE ASTM A706. 3. WELDED WIRE REINFORCEMENT PER ASTM A185, WIRE PER ASTM A82. 4. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE ENGINEER. ACI 318-11 SHALL APPLY. 5. CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" EXPOSED TO EARTH OR WEATHER #6 OR LARGER 2" 5 AND SMALLER ALL OTHER PER ACI 318-it EXPOSED EXTERIOR GALVANIZED STEEL COATING 1. SURFACE PREPARATION: IN ACCORDANCE WITH SSPC-SP1, MINIMUM. 2. PRIMER: ONE (1) 3.0 MIL DRY FILM THICKNESS (DFT) COAT UNI-BOND DF SERIES 115 BY TNEMEC OR PRE -APPROVED EQUIVALENT. 3. PAINT: TWO (2) 3.0 MIL OFT COATS COAT UNI-BOND DF SERIES 115 BY TNEMEC OR PRE -APPROVED EQUIVALENT. 4. COLOR: BLACK CONSTRUCTION SEQUENCE 1. COORDINATE ENTRY, SECURITY, TRAFFIC CONTROL PLAN, ENVIRONMENTAL PROCEDURES, FOD TRAINING, AND OTHER REQUIREMENTS WITH OWNER PRIOR TO BEGINNING WORK. 2. POST SIGN WITH NAME AND PHONE NUMBER OF SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. CONTRACTOR TO COORDINATE WITH BOEING FOR PHASING OF PROJECT TO MEET BOEING'S OPERATIONAL REQUIREMENTS. IT IS ASSUMED THAT EACH PORTION OF THE PROJECT WILL BE COMPLETED IN SERIES, WITH ONLY ONE ACTIVE WORK AREA AT ANY GIVEN TIME. THE BELOW SEQUENCE DESCRIBES THE GENERAL CONSTRUCTION SEQUENCE THAT WOULD OCCUR FOR EACH WORK AREA. 3.1. MARK CLEARING LIMITS. INSTALL TEMPORARY CONSTRUCTION FENCING. INSTALL TRAFFIC CONTROL DEVICE. 3.2. REMOVE FEATURES AS SHOWN ON REMOVAL PLANS. 3.3. CLEAN SURFACE OF CONCRETE PAVEMENT ADJACENT TO WORK AREA. 3.4, INSTALL CONCRETE PAVEMENT, FENCING IMPROVEMENTS AND ELECTRICAL EQUIPMENT. 3.5. REMOVE TEMPORARY FENCING AND TRAFFIC CONTROL. 4. PROVIDE AS -BUILT DRAWINGS TO OWNER/ENGINEER FOR THE COMPLETION OF RECORD DRAWINGS. 5. PROCEED WITH PROJECT CLOSE-OUT. NON-CONDUCTIVE FENCE PANELS AND ATTACHMENTS 1. ANC COMPOSITE FENCE SYSTEM BY AMICO SECURITY PRODUCTS. 2. PANELS AND ATTACHMENTS ARE AVAILABLE THROUGH SEASAFE FIBERGLASS GRATING AND STRUCTURAL PRODUCTS - 1-800-326-8842. 3. ATTACHMENTS SHALL ACCOMMODATE RETROFIT CONSTRUCTION WITH EXISTING STEEL POST AND FRAMES. INTEGRAL COLOR - BLACK. 4. UTILIZE THREADED FASTENERS. BOLT THROUGH THE PANEL WITH AMICO PANEL PLUGS. 5. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND DIMENSIONS PRIOR TO BID TO DETERMINE MATERIALS NECESSARY FOR COMPLETE REPLACEMENT OF EXISTING CHAIN LINK FENCING FABRIC AREAS. 6. DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE. SPECIAL STRUCTURAL INSPECTION SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING SAFETY DEPARTMENT. "SPECIAL STRUCTURAL {NSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE CITY INSPECTIONS REQUIRED BY IBC SECTION 110.3. SPECIAL INSPECTION IS REQUIRED PER SECTIONS 1704 AND 1705 FOR THE FOLLOWING: 1. CONCRETE: A) DURING THE TAKING OF TEST SPECIMENS, B) DURING THE PLACEMENT OF ALL REINFORCED CONCRETE, U.N.O. C) VERIFICATION OF CURING TEMPERATURE AND TECHNIQUE (PERIODIC). D) NO INSPECTION IS REQUIRED FOR SLABS ON GRADE. 2. REINFORCING STEEL (PERIODIC): A) DURING THE PLACING OF REINFORCING STEEL FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION NOTED ABOVE. 3. EPDXY AND ADHESIVE ANCHORS: A) DURING THE PLACEMENT OF ALL ANCHORS. 4. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B) PER IBC SECTION 1704.2.4: THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUBMIT A FINAL REPORT AS REQUIRED. C) UPON COMPLETION OF THE ASSIGNED WORK, THE ENGINEER SHALL COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT, TO THE BEST OF THEIR KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS, SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. FOR ADDITIONAL INFORMATION ON SPECIAL STRUCTURAL INSPECTIONS, CONTACT STRUCTURAL ENGINEER PRIOR TO START OF CONSTRUCTION. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2019 City of Tukwila BUILDING DIVISION SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL . SURVEYING 4815 CENTER STREET I TACOMA,WASUN ISSUE FOR PERMIT JANUARY 18, 2019 PHONE: (253) 4749"9 1 FAX: (253) 474.9449 httptllwwwsltta•hlll engin"a a.coM Project No.: 17,492 Project Mgr.: KH Proj. Engineer: RJJ Proj. Drafter KLK SYM REVISION BY APPROVED DATE SYM REVISION DY APPROVED DATE p. wC.� 3°'e°_�p §jUAfA1, NC�� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN K. KREISCHER DATESUBTITLE 09.08.17 GENERAL CIVIL NOTES CURRENT REVISION 33621 SHEET SYMBOL DATE -- 09-YD SWITCHGEAR 33s21 slrrS u o1.1B.1sz�ng H K. HARGRAVE 09.08.17 APPROVED BY DEPT. DATE ENGINEER R. JOHNSON 09.08.17 rmE 09-YD SWTICHGEAR^ QQ 09-YRD CIVIL MASTER DEV. CENTER, Vyq L CITY OF TUKWILA JAN 2 5 qO V 2V1J NECKED K. HARGRAVE 09.08.17 J08 NO. CO P NO. �ERMIT CENTER APPROVED °wc No. 09-YRD-C2 Z SWITCHGEAR 7ri7 x X GATE J-28` x x REVISION SITE P[ AN BY APPROVED DATE SYM SCALE: I =,)() -0- 33621 SITTS It 01-18.19 REVISION By APPROVED DATE W SUB 9-07 TANK -LEGEND -GENERAL NOTES CONSTRUCTION NOTES REFERENCE DRAWINGS 19KI, 082019 of Tukwila 81.1 L NG DIVI.Rinty EIVED f CITYRECOF TUKW JAN 2 5 2019 PEH,IvliT CIEN7'r SITE KEY PLAN N A SITTS & HILL ENGINEERS, INC. CIVIL ' STRUCTURAL - SURVEYING 48's CENTER STREET PHONE: (253) 474.aU9 I I TACOMA� WA. Mog .h FAX: (253) 474,1449 ISSUE I TT� -��m -IT LEGEND / / / / / / / REMOVE FEATURE AS NOTED BLDG 9-77 EXISTING SWITCHGEAR ENCLOSURE — 2 TRANSFORMER ENCLOSURE (� J EXISTING Lam/ VAULT 4T Nt SCALE: 1"=10' SYM REVISION 8Y APPROVED DATE SYM - REVISION BY APPROVED I DATE -- 09-YD SWITCHGEAR 336211 SITTS I LL 1 01.18.19 1 I 90794 �. 1SIE1��5r1F'� t/�1 GENERAL NOTES CONSTRUCTION NOTES REMOVE EXISTING CHAIN LINK FENCE FABRIC FROM FENCE AND GATES. BE:::- REMOVE EXISTING SECTION OF CHAIN LINK FENCE AND POST TO TOP OF CONCRETE CURB. EXISTING CONCRETE CURB TO REMAIN. PLUG OPENINGS WITH NON -SHRINK GROUT. REMOVE TOP SECTION OF EXISTING PRECAST CONCRETE VAULT LID 4�- ' REMOVE WASHED ROCK SURFACING AS REQUIRED FOR PROPOSED PAVING AND ELECTRICAL IMPROVEMENTS. STOCKPILE FOR REUSE. REMOVE EXISTING STEEL BUS SUPPORT POST AND FOOTING. 6 _REMOVE EXISTING EQUIPMENT. SEE ELECTRICAL. REVIEWED FOR CODE COMPLIANCE APPROVED RECEIVED MAR 0 8 2019 CITY OF TU K W ILA JAN 2 5 2019 City of Tukwila DIVISION PER€vlIT CENTER 0 5 10 20 30 SCALE: 1"=10'-O" - - - SITTS & HILL. _ 2 ENGINEERS, INC. NCIVIL • STRUCTURAL . SURVEYING C292 C292AR 4816 CENTER STREET I TACOMA,WA98409 PHONE: (263)474.9449 1 FAX:(253) 474-9449 ISSUE FOR PERMIT http:/hvww.9lHs hill angineero.wM JANUARY18, 2019 Project No.: 17,492 Project Mgr.: REMOVALProj. Engineer. RJJ I Proj, Drofter. DRAWN °09 SUeT1TLE CURRENT REVISION SYMBOL ACCEPTABILITY KREISCHER 08.17 ENLARGED SITE PLAN -REMOVAL 33621 THIS DESIGN AND/OR SPECIFICATION IS APPROVED K. HARGRAVE 09.08.17 SHEET "'" TITLE09-YD SWTICHGEAR APPROVED BY DEPT. DATE R. JOHNSON 09.08.17 �� CHECKED K. HARGRAVE 09.08.17 APPROVED 09-YRD J08 N0. 01.18.19 CIVIL MASTER DEV. CENTER, WAI'""_ _• 09-YRD-C292AR NAM SUB 1 ENLARGED SITE PLAN SCALE: 1 "=10' BLDG 9-77 PME6 ,I 9 4 PME9 i� ENLARGED SITE PLAN SCALE: 1"=10' SYM REVISION BY I APPROVED I DATE -- 09—YD SWITCHGEAR 336211 SITTS LL 1 01.18.19 * REVISION BY I APPROVED I DATE ACCEPTABILITY K. KREISCHER_ 09.08.1 THIS DESIGN AND/OR SPECIFICATION IS APPROVED K. HARGRAVE 09.08.1 N APPROVED RY DEPT. DATE R. JOHNSON 09.08.1 FI-TWUN X CHAIN LINK FENCE LilLIGHT DUTY CONCRETE PAVEMENT ,: ..=fit-, r CONCRETE EQUIPMENT PAD GENERAL MOTES [1>6' HIGH, 9 GAUGE VINYL COATED CHAIN LINK FENCE FABRIC (INCLUDING ENDS). VINYL COATED WIRE TIES AND PVC SCREEN INSERTS. COLOR BLACK. (VERIFY HEIGHT OF EXISTING FENCE) BATTERY HOUSE, SEE ELECTRICAL. SEE 1/C614 FOR CONNECTION TO CONCRETE PAD. (10 TOTAL) E�>16'-6"x8'-8" CONCRETE BATTERY HOUSE PAD, SEE 3/C614. MATCH TOP OF SLAB ELEVATION TO EXISTING SWITCHGEAR PAD. E>NSTALL NEW SWITCH ON TOP OF VAULT. ANCHOR BRACKETS BY SWITCH MANUFACTURER. MOUNT TO VAULT PER MANUFACTURES DETAIL WITH 5 1/2" X 5/8" DIA S.S. THREADED ANCHOR. SIMILAR TO 1/C614. LIGHT DUTY CONCRETE PAVEMENT, SEE A/C614 AND 2/C614. 6. ALL EXISTING GALVANIZED POSTS, RAILS, GATES AND HARDWARE SHALL BE PREPARED, CLEANED AND PAINTED. COATING SHALL BE FORMULATED TO BE INSTALLED ON GALVANIZED SURFACES. COLOR BLACK. 2 COATS. RESTORE DISTURBED GRAVEL SURFACING WHERE DISTURBED BY CONTRACTOR ACTIVITIES. CUSTOM 6'-8"x8'-8" PRECAST CONCRETE VAULT TOP (OLD CASTLE PRECAST 687—LA). SEE 5/C614. 9�REPLACE EXISTING VAULT TOP SECTION WITH NEW PRECAST TOP SECTION. SEE 6/C614. 10 UNISTRUT BUS DUCT SUPPORT. SEE 4/C614. FIELD VERIFY LOCATION WITH EQUIPMENT LAYOUT. 11 NEW TRANSFORMER ON EXISTING CONCRETE SLAB. SEE 1/C614 FOR CONNECTION TO SLAB. 12 NEW SWITCHBOARD ENCLOSURE ON EXISTING SLAB. SEE 1/C614 FOR CONNECTION TO SLAB. 13 30"x30"x14" PRECAST ELECTRICAL HANDHOLE. SEE E526 FOR LOCATION. 14 7' HIGH (1) 3' WIDE AND (1) 4' WIDE x 12' LONG ANC 0.5Ox2.25 ANC COMPOSITE FENCE PANEL (CUT TO FIT) AT EXISTING GATE LEAF OR REMOVABLE PANEL FRAMES. ATTACH TO EXISTING METAL FRAME WITH ANC GALVANIZED BANDS. MOUNT PANELS TO EXTERIOR SIDE OF FRAME. 15 7' HIGH TOTAL (1) 3' WIDE AND (1) 4' WIDE x 12' LONG ANC 1.0-1.75 COMPOSITE FENCE PANELS (CUT TO FIT). ATTACH TO EXISTING METAL LINE AND CORNER AND GATE POSTS WITH ANC GALVANIZED BANDS. MOUNT TO EXTERIOR SIDE OF POSTS. 16. COAT ANC GALVANIZED BANDS WITH 2 COATS PAINT FORMULATED TO BE INSTALLED ON GALVANIZED SURFACES. COLOR: BLACK. 17 8' HIGH TOTAL (2) 4' WIDE x 12' LONG ANC 10-1.75 COMPOSITE FENCE PANELS (CUT TO FIT) ATTACH TO EXISTING METAL LINE, CORNER AND GATE POSTS WITH ANC GALVANIZED BANDS. 18 8' HIGH TOTAL (2) 4' WIDE x 12' LONG ANC 0.5Ox2.25 ANC COMPOSITE FENCE PANEL (CUT TO FIT). AT EXISTING GATE LEAF OR REMOVABLE PANEL FRAMES ATTACH TO EXISTING METAL FRAME WITH ANC GALVANIZED BANDS. MOUNT PANELS 70 EXTERIOR SIDE OF FRAMES. At - CODE CONIPLIAI APPROVED MAR OII 2019 RECEIVED CITY OF TUKWILA City of Tukwila JAN 2 5 2019 BUILDING DIVISION PERTu1ll CEiv1ER 0 5 10 20 30 SCALE: 1"=10'—O" ISSUE FOR PERMIT JANUAR"I"• , 2019 ENLARGED SITE PLAN SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL . SURVEYING 4815 CENTER STREET I TACO", WA 98499 PHONE: (253) 474.9449 I 1": (253) 474- "S http:!/w 1fts�h111..gI.....eoM Project No.: 17,492 Project Mgr.: Proj. Engineer: RJJ Proj. Drafte, LION SYMBOL DATE 33621 — — 01.18.19 ME KLK 1 2 �c—� 30794 CIVIL MASTER DEV. CENTER, WA 09-YRD-C292A M ro 0 1/2" 1/4"x3" BENT TYPICAL ANCHOR DETAIL SCALE: N.T.S. EQUIPMENT PER PLAN _ _ LIGHT DUTY CONCRETE NOTES: NOTES 1. CHAMFER EDGES 1. FOR 4' SCORING PATTERN, PROVIDE CONTRACTION JOINTS EVERY 4' AND 2. CONCRETE SLAB OR FINISH GRADE AS 8" BASE CHANNEL BY EXPANSION JOINT EVERY 16'. OCCURS BUILDING MANUFACTURER _ 3. CONCRETE EQUIPMENT PAD EXISTING CONCRETE SLAB CONTRACTION JOINT DETAIL 3/8" TO i f2" R. (3) JOINT SEALANT (4) N (2) 4 BOTTOM O.C. EACH WAY TOP AND a • • 5. COMPACT SUBGRADE TO 95% PER ASTM oz D-1557 5/8" DIA. STAINLESS STEEL ADHESIVE ANCHOR W/ 4" EMBEDMENT 3/8" PREMOLDED 3/8" TO 1/2" R. �(5) JOINT FILLER EXPANSION JOINT DETAIL LIGHT DUTY CONCRETE PAVING JOINT DETAIL r2--'� CONCRETE EQUIPMENT PAD ON GRADE C292A10614 T. COORDINATE SIZE ICAL BUS DUCT. BUS DUCT 4NSFORMER AND ) ENCLOSURE. 000 CHANNEL 000 COLUMN 11ZED UNISTRUT `OMPONENTS WITH IER AND 2 COATS 2: BLACK 941 TYPICAL OF ,RETE CURB ILTI KWIK BOLT STEEL EXPANSION ANCHORS, EMBED 3'. 4" THICK CONCRETE AT SIDEWALKS, WITH BROOM FINISH SEE DETAIL 2/C614 FOR CONTRACTION AND 4" CRUSHED SURFACTNGTOP EXPANSION JOINTS COURSE, COMPACTED% MAX.DENSITY, SEE SHEET C2G 1.0% MIN. SLOPE TO DRAIN —• LIGHT DUTY CONCRETE SECTION SCALE: N.T.S. -- 1 09—YD SWITCHGEAR SUITABLE PREPARED SUBGRADE, COMPACT TO 95% OF MAXIMUM DENSITY. REVISION I BY I APPROVED I DATE 336211 SrrTs I LL 1 01.18.19 C292AIC614 SCALE: N.T.S. INSTALL OPENING IN NEW PRECAST TOP SECTION TO CONFORM WITH PME6 CAE CENTER LINES. VERIFY WIl MANUFACTURE PRIOR TO ( 14 PROPOSED SWITCH ENCLOSURE EXISTING 6'-8"x8'-8" PRECAST VAULT (EQUAL TO OLDCASTLE 687LA). VERIFY IN FIELD. q OF PME6 AND VAULT I I i ``--- -----J ) N PRECAST CONCRETE VAULT TOP FOR PME6 SCALE: 1/2" = 1'-O" SCALE: N.T.S. C292A C614 EXISTING 6'-4"x7'—O" VAULT. VAULT MANUFACTURER UNKNOWN. VERIFY IN FIELD. PROPOSED SWITCH ENCLOSURE INSTALL OPENING IN NEW PRECAST TOP SECTION TO CONFORM WITH PME9 CABLE CENTER LINES. VERIFY WITH GEAR MANUFACTURE PRIOR TO CASTING. N PRECAST CONCRETE VAULT TOP FOR PME9 14 SCALE: 1/2" = 1'-0" C292A C614 (i OF PME6 AND VAULT ! I I I I I 1 ! � / I i I I I I I I i I I I I I LIJ / 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 08 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 5 2019 PERMIT CENTER SITTS & HILL a ENGINEERS, INC. 14 CIVIL • STRUCTURAL . SURVEYING 4515 CENTER STREET i TACOMA, WA. 98109 PHONE: (253) 4749"9 1 1": f253) 4749449 ISSUE FOR PERMIT http:Pnxw.•itts hillengi........V JANUARY 18, 2019 Project No.: 17,492 Project Mg,,: KH Q Proj. Engineer: RJJ Proj. Drafter. KLK REVISION DY APPROVED DATE - (� `l G w�f w �v ACCEPTABILITY THIS DESIGN AND/OR DRAWN K. KRE(SCHER DATESUBTITLE 09.08.17 MISC SECTIONS AND DETAILS CURRENT REVISION 33621 SYMBOL — — DATE 01.18.19 �O w K qS to ` G! Rti9`�4`V4 SfE SPECIFICATION IS APPROVED K. HARGRAVE 09.08.17 SHEETi APPROVED BY DEPT. DATE ENGINEER R. JOHNSON 09,08.17 Tttt� 09-YD SWTICNGEAR 09-YRD �� /� Jf I �_T(....-- AH VE 09.0$.17 KL)VLU JOB NO. COMP NO. �Sr)NAI, kNC' `� CIVIL MASTER DEV. CENTER. WAI � ROVED DWG No. 09—YRD—(.614 LEGEND YARD HVAC PLAN SCALE: 1/4"=1'—O" GENERAL NOTES REMOVAL NOTES L%-- - DEMO EXISTING ROOF MOUNTED EXHAUST FAN AND ASSOCIATED DUCT WORK. REFERENCE DRAWINGS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 08 L019 City of Tukwila BUILDING DIVISION FSi consulting engineers ISSUE FOR PERMIT Seattle, Washington JANUARY 18, 2019 = Solutions & Service SYM REVISION 8Y APPROVED DATE SYM REVISION BY APPROVED GATE ' 4 o Cr � t�AL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE 10.26.17 SUBTITLE YARD HVAC PLAN CURRENT REVISION 33621 SYMBOL 0 R ( OATS 01.18.19 ORIG 09-YD SWITCHGEAR 33621 FSi AWL 01.18.19 SHEET n A �oo "J' APPROVED 8Y DEPT. DATE TDC 10.26.17 nrLE 09-YD SWITCHGEAR NORTH SUBSTATION SWITCHYADR 9-58 DEV. CENTER, WA JOB NO. 33621 COMP NO. DWG N0 . 09-058—M500R LEGEND 09-YD SWITCHGEAR YARD HVAC PLAN EXHAUST FAN SCHEDULE CALLOUT LOCATION FAN TYPE SERVICE FAN MAX SOUND LEVEL BASIS OF DESIGN NOTES TYPE MARK CFM DRIVE TYPE STATIC PRESSURE (IN WC) [1] TIP SPEED (FPM) MOTOR MANUFACTURER MODEL RPM HP W EF 1 ROOF UPBLAST SUBSTATION 3105 DIRECT 0.25 3696 1 730 1 0.5 253 56 COOK ACRU-D VF [2] SCHEDULE NOTES: [1] STATIC PRESSURE EXTERNAL TO FAN. 2 PROVIDE WITH BACKDRAFT DAMPER. EXHAUST FAN TO BAS POINTS LIST DIGITAL DIGITAL ANALOG ANALOG ALARMS REMARKS OUTPUTS INPUTS OUTPUTS INPUTS SPACE 1 1 1 TEMP SENSOR TEMPERATURE EXHAUST FAN 1 CURRENT SENSING PROOF 1 RELAY EXHAUST FAN START/STOP 1 1 GENERAL NOTES CONSTRUCTION NOTES 1 `> INSTALL NEW FAN AND ASSOCIATED ROOF CURB ON ROOF. EXISTING ROOF PENETRATION TO BE UTILIZED. NEW THERMOSTAT AND CONTROLS BY ELECTRICAL. CONTROL SEQUENCE EF-1 CONTROL SYSTEM 1. START AND STOP IS ENABLED OR DISABLED THROUGH DOC SYSTEM. 2.MANUAL OVERRIDE START/STOP TO BE LOCATED IN FAN CONTROL BOX, LAMINATED LABEL TO BE PROVIDED NEXT TO PUSH BUTTON INDICATING "MANUAL OVERRIDE START/STOP" FUNCTION, 3.ON STARTUP • TEMPERATURE IN THE SPACE REACHES 85'F SET POINT (FIELD ADJUSTABLE) FAN IS PROVIDED RUN SIGNAL. • THE CURRENT SENSING RELAY MONITORS THE FAN STATUS AND PROVIDES RUN INDICATION TO THE DDC SYSTEM. • AN ALARM WILL OCCUR 60 SECONDS AFTER START COMMAND HAS BEEN GIVEN AND THE CURRENT SENSING RELAY FAILS TO INDICATE CURRENT. THE SAME ALARM WILL OCCUR IF THE START SEQUENCE HAS NOT BEEN GIVEN AND CURRENT IS MEASURED. 4.IN OPERATION • ONCE TEMPERATURE IN THE SPACE REACHES 807 (FIELD ADJUSTABLE) FAN IS PROVIDED STOP SIGNAL. 5. ALARMS REVIEWED FOR CODE COMPLIANCE • IF SPACE TEMPERATURE REACHES 1007 (FIELD ADJUSTABLE), SEND ALARM. APPROVED MAR 0 8 2019 Cify of Tukwila BUILDING DIVISION ` RECEIVED CITY OF TUKWILA JAN 2 5 2019 PERMIT CENT ER ISSUE FOR PERMIT JANUARY 18, 2019 FSi consulting engineers Seattle, Washington mi Solutions & Service REVISION 8Y APPROVED DATE SYM REVISION BY APPROVED DATE (F . -I ` ACCEPTABILITY THIS DESIGN AND/OR SPECInCATION IS APPROVED DRAWN DGK DATE 10.26.i7 SUBTITLE YARD HVAC PLAN CURRENT REVISION 33621 SYMBOL 0 R I DATE 01.18.19 33621 FSi AWL Ot.t$.19 SHEET s p ///�� f14�00 APPROVED BY DEPT. DATE ERMNmir TDC 10.26.17 TITLE 09-YD SWITCHGEAR NORTH SUBSTATION SWITCHYADR 9-58 DEV. CENTER, WA APPRNM JOB NO. 33621 COMP No. APPROVED Dwc No. 09-058-M500 m SCL FEEDER IMMEN P i T 09-058-E9 09-058-E10 09-058-E60 09-058-E110 09-058-E500 09-YRD-E605 09-YRD-E606 A Y v r CONSTRUCTIONNOTES 1i REMOVE MV FEEDER, AND PREPARE CONDUIT TO HAVE NEW MV CABLE PULLED IN. REMOVE PADMOUNTED 2000KVA TRANSFORMER. D REMOVE 2500A BUSWAY, AND PREPARE SUPPORTS FOR NEW 2000A BUSWAY. ® REMOVE 2500A PADMOUNTED SWITCHBOARD. REMOVE 600V CABLE FROM SWITCHBOARD TO BUILDING PANEL, AND PREPARE CONDUIT TO HAVE NEW 600V CABLE INSTALLED. REMOVE S&C PMH-12, AND PREPARE VAULT TO HAVE NEW S&C PME-9 INSTALLED REMOVE SWITCHGEAR SECTION DOORS AND RELAYS. RETAIN ION POWER METER. GIVE TO BOEING FOR STORAGE. ® REMOVE EXISTING LIGHTNING ARRESTORS. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2019 CRY of Tukwila BUILDING DIVISION RECEIVED CITY OF TUK WIL a JAN 2 5 2019 PERMIT CEi,4I ER ISSUE FOR PERMIT CCASNEEngineering t, REMOVALJANUARY 18, 2019 3545 FACTELLE BOULEVARD SE., SUITE 200 T,y BEWWW.CA, WA 98006 • •1J F f-r A (425) 522-1000 WWW.CASNECOM JOB N0. 171-082 t W"'i- DRAWN DATE SUBTRLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �J v� A•�h� • �R ACCEPTABILITY D. OTTEN 07.10.13 NORTH SWITCHGEAR 33621 A 01.18.19 n A 09—YD SWITCHGEAR 33621 CASNE RJJ 01.18.19 few ry��' THIS DESIGN ANDCHECKEDONE-LINE DIAGRAM SHEET y Q SPECIFICATION IS APPROVED ENGINEER $ ® TITLE APPROVED BY DEPT. DATE CHECKED E4 N R T56; e� APPROVED NORTH YARD - - JOB NO. COMP NO. �H *' IV; APPROVED DWG NO. at ELECTRICAL MASTER DEV. CENTER, WA 9-YD-E4 NR LEGEND (8) 4 " P' TO MAN E-1 (4) 4"P 9-08 E VIA MAI\ - SEE (4) 4"C TO 9 77 SWEIRD (1) 4-c TO SUB #1 SWBRD-N. 9-07 (6) 4"PVC TO (2) 4-C TO NEXT VAULT IN DRIVEWAY (1) 4"C EMPTY - FORMER 9-06 FOR VAULT S OF -SUBSTATION PLAN SCALE: 1/4"=1'-O" 0 E=6(07E502 TO NORTH SWITCHYARD SEE E606 CON'T SHT E606 #4/0 IN DUCT BANK TO MANHOLE E-1 15kV SWITCH VAULT FOUNDATION PLAN SCALE. 1/4"=1'-0" #4/0 IN DUCT BANK TO 9-77 BLDG IN — BUS SUPPORT STAND TRANSFORMER PAD PULL VAULT 11 "1 rK.3 W mill 10 REFERENCE DRAWINGS 9-YD-E606 9-YD-E607 D CONSTRUCTION NOTES REMOVE PADMOUNTED 2000KVA TRANSFORMER, AND PREPARE EQUIPMENT PAD FOR NEW 1500KVA TRANSFORMER. REMOVE 15KV CABLE SUPPORT. REMOVE S&C PMH-12 AND PREPARE VAULT FOR NEW S&C PME-9. REMOVE 2500A BUSWAY, AND PREPARE SUPPORTS FOR NEW 2000A BUSWAY. B- - REMOVE MV FEEDER, AND PREPARE CONDUIT TO HAVE NEW MV CABLE PULLED IN. B�- > REMOVE 2500A PADMOUNTED SWITCHBOARD D� REMOVE VAULT LID. SEE CIVIL DRAWINGS FOR REPLACEMENT LID DETAILS. RECEIVED CITY OF TUKWILA JAN 2 5 2019 PERMIT CENTER O 18" SUB LOCATION E! REVIEWED FOR CODE COMPLIANCE APPROVED 9-101 MAR 0 8 1.019 GROUNDING PLAN City of Tukwila ca 3 SCALE: 1/4"=1'-O" BUILDING DIVISION KEYPLAN SCALE ISSUE FOR PERMIT CCASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 ,Jv,7_V IS F. JANUARY 18, 2019 (425) 522-1000 WWW.CA&VE.COM JOB NO. 171-082 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY D. NEWMAN 336211 D 01,18.19 m THIS DESIGN AND/OR CH KE PLAN A ISSUED FOR CONSTRUCTION DO BD PK DO 6.30.89 t 1 SPECIFICATION IS APPROVED B. DUNLAP SHEET rWINEER TITLE DO BID DO 10.16.89 APPROVED BY DEPT. DATE D.DONOVAN B ADDED METERING PAD CHECKED E502R 77 - - 0 C RECORD DRAWING BB WEM DS 10.01.90 3 1276 D. DONOVAN NORTH YARD JOB NO. COMP NO. . . .......... APPR D 5; P.W. OVE �D OSTENIUK 09-YD SWITCHGEAR 33621 CASNE RJJ 01.18.19 APPROVED SUBSTATION #2 WA DWG NO. K 18 D 1 6.30.89 JDC SITE DEV. CENTER, 9-YD-E502R �N��| NOTES u,u`n� /�u/�./ REFERENCE DRAWINGS REMOVAL NOTES DISCONNECT AND REMOVE CONDUCTORS FROM SWITCHBOARD BACK TO SOURCE IN SUBSTATION 2. �-�- DISCONNECT AND REMOVE CONDUIT, CONDUCTORS, BOXES AND ANCILLARY HARDWARE CONNECTING SWITCHBOARDS IN SUBSTATION 1. D|3COwwB3 AND REwov[ s�RCxB��D FROM | �~| EXISTING HOUSEKEEPING PAD. / =v'"VEID FOR FOR C�=VC1t:OVED DE IV L CoAr APPROVED LI BUILDING DIVISION ESTIMATED CONDUIT LOCATIONS RECEIVED CITY OF TtJKWIL,A REMOVALJANUARY 18, 2019 (425) 522-1000 WWCASNECOM JOB NO. 171-082 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY THIS DESIGN AND/OR SPECInCATION APPROVED R. BIEKER 11.13.17 SUB #1 PLAN DETAIL U ISION SYMBOL DATE 01.18.19 09-YD SWITCHGEAR 33621 CASNE RJJ 01.18.19 -CH-ECKED SHEEr E526R ENGINEER TITLE CHECKED 35276 .1 ELECTRICAL MASTER NORTH YARD DEV. CENTER, WA N0. APPROVED 70 B COMP NO. i T APPROVED III NO, 9-YD-E526R DWG COPIED FROM 109-000-2073—E3 m 9-77 BLDG F(-4T)C 4"C, TO SUB #1 SWBRD 4"C, SP TO NEXT VAULT (FORMER 9-06 FDR) II I I Ivl "I I PVC CONDUITS (6)4"C I `fi (24" BELOW Cc o l I TEL YARD SUBSTATION #2 I x O mI ( T I EE SH .._........ - 2 a 1 x 1111 08 NORTH S E502 c- - O --------- I I (6)4"C / I SEE SHT. I -------- -L --� i O (8)4»C -= 1 j j /1 x ,o 113.8KV-MH / A x x -- —� A A TO (2) PAD MTD _ _ +''%i��i/ --1F1 EC9MMUNLCtI�ILQNS_- TRANS FOR 9-08 �---- O 31, � - 3/4"C ALUMINU - 1 "C ALUMINUM STARTING BELOW GRADE INTO SUBSTATION) BLDG SEE SHT E607 ITEL-MH 1 - 4 C PVC (2)5" TO NORTH YARD #2 1 - 1 C PVC BOTH ABANDONED I I D 9-78 BLDG F_x x- I I -_ --51 TELEPHONE COMMUNICATIONS ------------------------- 9 x x x x x x x xGATE O J - 2 7 TEL-MH (4)4"C, 3 SP (1) 4#500MCM FROM SUB #2 ABANDONED (4)5", (1)4", (1)1" DUCT BANK 5"-TO SCL; 4"-4#6; 1"TELE TO MH MANHOLE 48OV-MH ; (1)4", (1)1" DUCT BANK 4"-4#6; 1 "TELE TO MH TELECOMMUNICATIONS 1-----C') 480V-MH PLAN VIEW � SCALE: NONE MUSEUM OF FLIGHT (2)5" TO NORTH YARD #2 BOTH ABANDONED Yy��l.Ll 26KV-MH —x x x x (4)5" TO NORTH YARD #1 (1) 3#350MCM AL. 26kV, (3) SP 9-51 BLDG REFERENCE DRAWINGS 9-58-E500 9-YD-E502 9-YD-E607 D CONSTRUCTION NOTES R:-'"REMOVE S&C PMH-12 AND PREPARE VAULT FOR NEW S&C PME-9. REMOVE PADMOUNTED 2000KVA TRANSFORMER, AND PREPARE EQUIPMENT PAD FOR NEW 1500KVA TRANSFORMER REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 8 2019 City of Tukwila BUILDING DIVISION REMOVAL ISSUE FOR PERMIT JANUARY 18 2019 f RECEIVED CITY or TJJKWILA JAN 2 5 2019 PERNII I �,t"41 ER CCASNEEngineering 3545 FA TORIA BELLEWEU WAARD 98006' S1NTE 200 (425) 522-1000 WWW.CASIVEGOM JOB NO. 171-082 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE t� L'i. W� i �CHECKED y�� ,� ` \ j 3K 6 o TsaS%: F` ACCEPTABILITY THIS DESIGN MD/OR SPECIFICATION IS APPROVED DRAWN MIKE SMITH DAT 01-18-01 SU671TtE PLAN -EAST CURRENT REVISION 33621 SYMBOL D 'DATE 01.18.19 B CONVERT MYLAR TO ACAD DWG 71011500 MILS OBERT ROHLER1/18/01 ROBERT ROHLER 01-22-01 SHEET ^ ^ O ^ ^ LCjVA `/VAl LRJ C TELEPHONE NORTH YARD SUBSTATION 71011500 R. ROHLER B. ARMBRUST 1/23/01 APPROVED BY DEPT. DATE ENGINEER JENSEN 10-01-91 717LE SUBSTATION DUCT BANK NORTH YARD D.C. D 09-YD SWITCHGEAR 33621 CASNE RJJ 01.18.19 CHECKED OHLER D1-22-D1 APPROVED JOB N0. 891463-01 COMP N0. APPROVED DWG N0 . 9-YD-E606R DWG COPIED FROM 10-000-2073—E3A REFERENCE DRAWINGS 4101010191011 MINIMUM 5`0' STRAIGHT SECTION OF CONDUIT REQUIRED BETWEEN 22 112* BENDS, (TYP) 22 112' (MAX) ID " s 5x8'-O" COPPERCLAD 18' (MIN) GROUND ROD (TYP 2) (TYP) sym REVISION B REPLACE MYLAR WITH ACAD DWG C 09—YD SWITCHGEAR -SPLICE VAULT _M SCALE: 1/4"=l'-O" E607 1� I 13Y I APPROVED I DATE 710115001 MLS I R. ROHLER 1 1-15-01 336211 CASNE I RJJ 1 07.16.18 9-58-E500 9-YD-E606 9-08-E500 13.8KV TRANSFORMER CONSTRUCTION NOTES REMOVE MV FEEDER, AND PREPARE CONDUIT TO HAVE NEW MV CABLE PULLED IN. REMOVE PADMOUNTED 2000KVA TRANSFORMER. P��' REMOVE 2500A PADMOUNTED SWITCHBOARD. F D��- REMOVE S&C PMH- 12, AND PREPARE VAULT TO �v HAVE NEW S&C PME-9 INSTALLED CONSTRUCTION REM N REM OVE E V R FEE DER, EDE C R T AN D 0 N PREPARE T U N NOTES D N . E C V C U P I HAVE NEW M CABLE PULLED REMOVE PADMOUNTED 2000KVA TRANSFORMER- R REMOVE 500 P OU SWITCHBOARD. EM E 2 A ADM NTED CHE30ARD R::::, REMOVE S&c PMH _ 1 2 , AND PREPARE VAULT To HAVE NEW S&C PM E_q I NSTALLED BLDG 9-77 �V�Noo :3] E607 E502 E60 REVISION I BY I APPROVED I DATE SPLICE VAULT M E607 PLAN VIEW E) SCALE: 1" = 20'-0" 141 (2) 5"C, ABANDONED SCL 26kV FEEDER REVIFV\tD—F6—R CODE COMPLIANCE APPROVED MAR 08 1.019 City of Tukwila BUILDING DIVISION RECEIVED .00 LOT CITY OF TUKWILA JAN 2 5 2019 PERIIIIIT CEi4 I ER vb REMOVAL Ibbut FOR PERMIT JANUARY 18, 2019 CCASNEEngineering TORIA BOULEVARD SE, SU17F 200 3545 FACBELLEVUE, WA 98006 (425) 522-1000 WWW.CASNE.COM " NO. 171-062 ACCEPTABILITY THIS DESIGN AND/OR APPROVED SPECIFICATION IS APPROVE DRAWN DATE DA�.j SUBTITLE BLDGS 9-08 & 9-77 SERVICE CURRENT REVISION 336217 C ' 07.16.18 CHECKED ---- EER SHEET APPROVED BY I DEPT. — 1 ENGIN JENSEN 10-1-90 TM-E ROHLER 1 23 01 L:uu 1 r\ 7 SUBSTATION DUCT BANK JOB NO. COMP ND. RUST 1/23/01 891463-01 IN 6-4-- DING NO. YARD DEV. CENTER, WA 9-YD-E607R LEGEND SCL FEEDER Q jj SCL POWER TRANSFORMER 7.5 WA 26W-13.8W. 6.3% IMPED. ARRESTOR 15kV 1IF- STATION CLASS 3 3PT 3�---�-3E1 POWER f) COMPANY METERING 2 5 —,4 CONTROL I5kVA POWER 4 YY 2PT I4000-120 V A GENERAL NOTES 800/5 3 MNN BREAKER I I -----J 1200A, 500MVA FEEDER BREAKER 300/5 350MCM AL1 •`DOA, 3 A r----- i I --I 1 I PAD MOMNi 25W/2800kVA POD MDUN1 2500I2800kYA I I PAD M -12 MC TYPE PAW-iz L---_ m 118W-480Y/2TTY Ep5{ OF is.&N-/80Y/zrn i i 9-OS SLOG I 9440 9� I I 150A i 1501 6OVTM OF 40DO 4000 L __ J 9-n am. 2�DOD #1 AL FEEDER BREAKER SB-I SB-2 #1 AL J2 300 #4!0 LU 9-08 BUILDING PAO MOON 3 A 2000kVA OR FlLLED SOUM OF f3.8M/-480Y/2TN 9-P SLOG. _ 1 vAo upMm SemeM•m I'mt _� ya�' 2 Ir LJ- . -.U. - sus }1/u-os FEEDER BREAKER � ^3` WO/5 "O'A 3 L pg G A c�v FEEDER BREAKER �#^4` 300/s I2000AI 3 I I mo/5 FUTURE >—#29 300/5 FUTURE o > fn CONSTRUCTION NOTES 1. DRAWING INCLUDED FOR REFERENCE ONLY. SEE 09-YD-E4NR FOR DEMOLITION NOTES. REFERENCE DRAWINGS 09-058-E9 09-058-E10 09-058—E60 09-058—El10 09-058-E500 09-YRD-E606 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 0 2019 City of Tukwila BUILDING DIVISION oojr RECEIVED CITY OF TUKWILA JAN 2 5 2019 PERfvllJ (,EliImrt - G• Y REMOVALASNEEngineering ISSUE FOR PERMIT JANVARY 18 2019 ! 3545 FACTORIA BOULEVARD SE., SUITE 200 CLLEME (425) 522-1000 BEWkWI.CASNECOAf JOB NO. 171-082 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ® Glt U; wAShr t'i• y�xw �ry��6 ,p 35276 ACCEPTABILITY SPETHIS CIFICAESI NS APD/OR DRAWN DATE SUBTITLE SUBTITLE NORTH SWITCHGEAR ONE -LINE DIAGRAM CURRENT REVISION SHEET SYMBOL A DATE 01.18.19 A 09-YD SWITCHGEAR 33621 CASNE SHG 01.18.19 CHECKED APPROVED BY DEPT. DATE TITLE NORTH YARD JOB ELECTRICAL MASTER DEV. CENTER, Wq E4 R — CHECKED „ APPROVED N0. COMP N0. \ I II jAFFXQVLU DWG NO. 9-58-E4R 1194 ►LD NORTH SWITCHYARD LIGHTING PLAN SCALE: 1 /4"=1 '—O" V GENERAL NOTES 1. ALL CONDUIT TO BE i"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600—VOLTS OR LESS. 120 208V 277 480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. DEMOLITION NOTES REMOVE EXISTING FIXTURE. RETAIN CONDUIT AND CONDUCTORS FOR RE —USE. REVIEVVED FOR CODE COMPLIANCE APPROVED Cho MAR 0 8 2019 o City Of Tukwila i n BUILDING DIVISION RECEIVED REFERENCE DRAWINGS°`TY°F;"K"'La JAN 2 5 2019 d a PERTuIIT CEIN I ER - REMOVALJANUARY ISSUE FOR PERMIT CCASNEEngineering 3545 FACTORIA UE, WAARO SE, SUITE 200 BEWWW.CASNE.COM QBJOB 4 18 2019 7 522-1000 NO. 171-082 (425) n SYM REVISION 8Y APPROVED DATE SYM REVISION 6i APPROVED DAZE - ® `ti` wAsy raj• F — '� a_;}b'L�%6�, j,` ass ACCEPTABILITY THIS DESIGN AND/OR SPECIFICAMy N IS DATE DRAWN D. OTTEN CHECKED DAT 05.27.16 SUBTITLE YARD LIGHTING PLAN CURRENT REVISION 33621 SYMBOL A DATE 01.18.19 A 09-YD SWITCHGEAR 33621 CASNE SHG 01.18.19 E 10 R APPROVED BY D PT, JEND ENSEN TITLE NORTH SUBSTATION SWITCHYADR 9-58 DEV. CENTER, WA CHECKED T APPROVED JOB NO. COMP NO. \ APPROVED owc No. 09-058—EIOR I FrFmn ckt 16b 120/240VAC BATTERYrCPT PANEL CHARGER 120VL1Ob 1-C, 3#4 3 NORTH SWITCHYARD 120/240V POWER SCALE: 1 f4"=1'—O" 0 GENERAL NOTES 1. ALL CONDUIT TO BE 2"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600—VOLTS OR LESS. 120 208V 277 480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CONSTRUCTION NOTES REMOVE BATTERY CHARGER, BATTERY RACK AND LEAD ACID BATTERIES. 2, REMOVE CONDUIT AND CONDUCTORS BACK TO 120V PANEL. REMOVE ION METER AND RETURN TO BOEING. RETAIN CONDUIT AND CONDUCTORS FOR RE —USE. REVIEWED FOR CODE COIV;'PLIANCE APPROVED MAR 0 B 2019 City of Tukwila BUILDING DIVISION RECEIVED REFERENCE DRAWINGS CITY OFTUKWILA 09-058-E110 JAN 2 5 2019 09-058—E500 PERI01T CENTER g D REM OVALJAN ISSUE FOR PERMIT VARY 18 2019 7 CASNEEngineering 3545 fACTOPoA BOULEVARD SE., SUITE 200 (425) 522-1000 BEL CASNE.COM JOB NO. 171-082 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE AFAWWAVAP® r1 ,� �t � t> was - ?f, �� .*� 35276 -" ACCEPTABILITY THIS DESIGN AND SPECIFICATION IS APPROVED DRAWN D. MEN DATE 05,27.16 SUBT(ILE YARD 120f240 VOLT POWER PLAN CURRENT REVISION 33621 SYMBOL A DATE 01.18.19 A 09-YD SWITCHGEAR 33621 CASNE SHG 01.18.19 CHECKED SHEET E60R COMP NO. N o APPROVED BY DEPT. DATE JENSEN TITLE NORTH SUBSTATION SWITCHYADR 9-58 DEV. CENTER, WA 0 H K APPROVED JOBNO. APPROVED DWG NO. 09-058—E60R ION POWER METER . . . . . . . . . . . . . . . . v . . . . . . . . SCL FEEDER 2632 AUXILIARY FEEDER #3 AUXILIARY SECTION a SECTION 105A (SPARE) UTILITY SECTION 50357 SO N51 aMETER11-1 IM Fm] UTILI E F-1 El 5 E El F 0 UTILI F-1 El El El METER El El 0 8WR W 00 0 ED ANCILLARY PANEL C.P.T. GWR W 000 0 r 15KVA CPT i 5 5 120/240V 13.8KV/120-240V CPT PANEL L----------- i 0 FEEDER #4 SECTION 105E (SPARE) 48" r 36" 36" --------------- 36" 36"- 36" SWITCHGEAR ELEVATION � SCALE: 1 " = l' Et500 LE5 LEGEND 0 BREAKER RACKING PORT 52 TIME DELAY CONTROL SWITCH SEL LOCKOUT RELAY GENERAL NOTES CONSTRUCTION NOTES REMOVE BREAKER SECTION DOOR. DISCONNECT ALL RELAYS, TEST SWITCHES AND METERS BACK TO BREAKER CONTACTS, COILS, CTs AND PTs. REMOVE AND GIVE ION 7600 POWER METER TO BOEING. Em REVIEWED FOR CODE COMPLIANCE APPROVED MAR 08 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 5 2019 PERfOIT CENTER ISSUE FOR PERMIT Engi.neerin k�tIBOULEVARD REMOVAL JANUARY 18, 2019 U.", , 'y BELLEWE, WA 98006 , 200 v - (425) 522-1000 WWWCASNECOM JOB NO 171-032 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE GF ACCEPTABILITY THIS DESIG R N AND/O DRAWN S. GARRETT DATE 08.17.17 SUBTITLE SWITCHGEAR ELEVATION CURRENT REVISION 336211 SYMBOL DATE 01.18.19 CHECKED 09-YD SWITCHGEAR 33621 CASNE SHG 01.18.19 • SPECIFICATION IS APPROVED C. C I IITF 08.17.17 SHEET APPROVED BY I DEPT. DATE S. GARRETT 08.17.17 TITLE E502R CHEC 35276 NORTH SUBSTATION FPPRKEDVED JOB NO. COMP NO. MASTER DEV. CENTER, WA 33621 A- APPROVED ---]ELECTRICAL DWG NO. 09-58-E502R NORTH 2000A REVISION A 1 09-YD SWITCHGEAR v3 PADMOUNTED SWITCH PADMOUNTED S&C TYPE PME6 1500KVA 1----------� � 4 --- JS 13.8KV-480Yf277V 1 7 A 6__1 T 9 I 1 600A I 1 7 #4/0 CU 1 100E i NO II ---------------- I II I SUB #2 I CPT I I PADMOUNTED i 1 1 II T 2000A SWITCHBOARD I I I 5 SERVICES TO I 600A 9 I I i -9-51 -9-52 I I 18 I -S-77 UB #1/9-05 j 1----------- y -- SOUTH OF 09-77 BLDG e PADMOUNTED 2500/2800KVA 13.8KV-480V277V #4/0 CU ryT2500/2800KVA 13.8KV-480Y/277V Tl 4000 t 4000 4000 �/ 4000 2000 2000 SB-1^� SB-2 9-08 BUILDING BY I APPROVED I DATE 336211 CASNE I RJJ 101.18.19 PADMOUNTED SWITCH S&C TYPE PME-9 1-----------------1 I I 7 ;IVIOOA 9 I 150E l y p NOS i I \lei I I I II I i II 600A 9 6 REVISION 350MCM CU 350MCM CU 350MCM CU1350MCM CU BY I APPROVED I DALE SPARE SPARE FUTURE FUTURE SCL FEEDER SCL POWER TRANSFORMER <-4 = 7.5 MVA rr 26kV-13.8kV, 6.3% ARRESTOR IMPED. 15kV - ---------------------- STATION CLASS 3 3PT SEATTLE CITY LIGHT 3 METER 1200A MAIN 1 52 BREAKER, 500MVA I M 1200A FEEDER BREAKER #1 q SEL-751 1 AFEEDER PROTECTIO r� RELAY L 1200A FEEDER BREAKER #2 SEL-751 11 FEEDER PROTECTIC RELAY 1200A FEEDER BREAKER #3 3 1200A FEEDER BREAKER #4 4 13.8KV/120-240V 4 YY 2PT —ED-3E 14000-120 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. C SEL-751 FEEDER ROTECTIO RELAY ION 7650 POWER METER ----------------T I i i SEATTLE CITY LIGHT 1 ER G S TI N I I 2"C 3#6, #1013 CA _4A 2"C 3#6, #10G A SWITCHGEAR EXHAUST FAN I I I I -5o BH 16 120%240 60A MCB BATTERY HOUSE 9-YD- 4N19- 8-E501 REVIEVVED FOR CODE COMPLIANCE APPROVED MT 0 8 2919 City of Tukwila BUILDING DIVISION GENERAL DOTES REFERENCE DRAWINGS 09-058-E9 09-058-El0 09-058-E60 09-058-E110 09-058-E500 09-YRD-E605 09-YRD-E606 09-YD-E4N-1 CONSTRUCTION NOTES 1:: PROVIDE AND INSTALL 15KV 133% COPPER EPR CABLE, SIZE AS INDICATED ON DRAWING, AND #4/0 GROUND IN EXISTING CONDUIT. PROVIDE AND INSTALL S&C RSPME-6 WITH NO SWITCH OPERATORS, ONE VOLTAGE SENSOR, BATTERY CHARGER, BATTERY PACKS, AUX CONTACTS, 6' HIGHER HVE CABINET, AND HOLES FOR INDICATION LIGHTS ON 6" STAINLESS STEEL BASE MOUNTED TO EXISTING MANHOLE, LID TO BE ALTERED REFER TO CIVIL DRAWINGS. 3 PROVIDE AND INSTALL 13.8KV-480Y/277V 1500KVA CAST RESIN DRY TYPE TRANSFORMER. ® PROVIDE AND INSTALL, ON NEW SUPPORTS, NEMA 3R 2000A COPPER BUS DUCT FROM NEW 1500KVA XFMR TO NEW SWITCHBOARD. 55 PROVIDE AND INSTALL NEMA 3R PAD MOUNTED SWITCHBOARD ON EXISTING PAD. ©PROVIDE AND INSTALL S&C RSPME-9 WITH NO SWITCH OPERATORS, ONE VOLTAGE SENSOR, BATTERY CHARGER, BATTERY PACKS, AUX CONTACTS, 6° HIGHER HVE CABINET, AND HOLES FOR INDICATION LIGHTS ON 6" STAINLESS STEEL BASE MOUNTED TO EXISTING PMH-12 MANHOLE, LID TO BE ALTERED REFER TO CIVIL DRAWINGS. 77 PROVIDE AND INSTALL 200A LOAD BREAK ELBOWS. ®REPLACE EXISTING 200A BUSHING WELLS ON EXISTING TRANSFORMER WITH NEW 200A BUSHING WELLS L-- -PROVIDE AND INSTALL COOPER OR RICHARDS 600A DEA DBREAK T-BODIES ONTO S&C PME 600A SWITCH 10 PROVIDE SUPPORT FOR DOUBLE STACKED 600A T-BODIES TO ALLEVIATE TENSION ON 600A BUSHING. 1�''PROVIDE NEW BREAKER CELL AND METER/PROTECTION CELL DOORS FOR EXISTING SWITCHGEAR. INCLUDE SEL-751 RELAY, LOCKOUT RELAY AND ALL CONNECTIONS. 12 INSTALL NEW ION 7650 POWER METER IN RETROFITTED CELL DOOR. TIE TO EXISTING METERING CTs. 13 PROVIDE VOLTAGE METER AND SELECTOR SWITCH ON NEW MAIN BREAKER DOOR. 14 PROVIDE CONDUIT AND CONDUCTORS AS SHOWN. PROVIDE 60A CIRCUIT BREAKER FOR PANEL 9-58-BH1 AND 20A CIRCUIT BREAKER FOR SWITCHGEAR EXHAUST FAN IN EXISTING CPT PANEL. 1 �BATTERY HOUSE PANEL SUPPLIED WITH BATTERY HOUSE. PROVIDE AND INSTALL NORMAL OPEN SIGNAGE PER SPECIFICATION 260553. L% PROVIDE AND INSTALL EATON M22-LED-R INDICATION LIGHT WITH NEMA-3R COVER OR EQUIVALENT. INSTALL IN S&C PADMOUNTED SWITCHGEAR. 19 PROVIDE AND INSTALL REPLACEMENT 12KV, 10.2KV MCOV STATION CLASS ARRESTERS.. ISSUE FOR PERMIT JAN UARY 18, 2019 SDBTRLE NORTH SWITCHGEAR ONE -LINE DIAGRAM CITY OF TUKWILA 3CiAS Eo nW�s`u�TER BELLEVUE WA 98006 (425) 522-1000 WWW.CAS E.COM JOB NO, 171-082 VISION SYMBOL DATE 33621 A 01.18.19 E4 N NORTH YARD ELECTRICAL MASTER DEV. WAI...._. 9-YD-E4 N Fiber line MFC SUB (90,91) (92,93) (94,95) (96,97) (NW) (SW) (SE) (NE) PML#7 PML 7700 Pod A In' MFC SW (SUB 92/93) 14-4.115.198.198 notes: MFC SUB 93 - MAIN PML 7300 Pod I loc. MFC SW (SUB 93) 93F3 = BLDG 13-03 N L 7300 post ; !oc. 1.TC AV (EC'B 93) 9'•Fi - SPA.RE PML 7700 Port e. loc. MFC SW (SUB 92/93) notes: MFC SUB 92 - MAIN PML 7300 pod loc. MFC SW (SUB 92) 92FI = ATF SWITCH PML 7300 , pod I loc. MFC SW (SUB 92) 921`2 = BLDG 13-01 & -02 PML 7700 port A loc. MFC SW (SUB 92/93) PML 7700 Port tl loc. MFC SE (SUB 94/95) notes: MFC SUB 94 - MAIN PML 7300 Pod loc. MFC SE (SUB 94) 94F1 = PNL BON PML 7300 Pod loc. MFC SE (SUB 94) 94F2 = PNL 8DS 7-,00 to ( ) 91F4 = SPARE EP tdER PML 7700 Port B -- loc. MFC SE (SUB 94/95) notes: MFC SUB 95 - MAIN PML 7300 Pod Ioc. MFC SE (SUB 95) 95FI = PANEL 78S PML 73DO Port loc. MFC SE (SUB 95) 95172 = PANEL 80 S-N PML 7700 Pod B loc. MFC SW (SUB 94/95) notes: TIE 94 & 95 PML 7700 port B loc. MFC SW (SUB 96/97) notes: MFC SUB 96 - MAIN PML 73DO Pod B loc. MFC NE (SUB 96) 96F1 = PNL 76N PML 73DO pod B loc. MFC NE (SUB 96) 96F2 = PNL 78N P 17300 NE T 3) SPIRL LIT, 3 Pd6L 7300 P- Ioc t5C FIE (SDD 96) D �i 6f 4 ^. F F: (SO pp i s LTC NE( 3 ) P l p, CF - CPARE PML 7700 Pod B loc. MFC SW (SUB 96/97) o notes: MFC SUB 97 - MAIN i PML 7300 pod B loc. MFC NE (SUB 97) °m rn 97174 =PNL 745 PML 7300 pod B rn Ioc. MFC NE (SUB 97) 971`5 = PNL 76S on PL7� portG ,., I,c C GE SSLB 97) 00 I 97F6 = SPARE: B n PML 7700 port B -_. loc. MFC SW (SUB 96/97) i notes: RE 96 & 97 PML 7700 port loc. MFC NEXT TO NW -SUB 90/91 notes: MFC - FEEDER A PML 7700 port loc. MFC NEXT TO NW -SUB 90/91 notes: MFC - FEEDER B PML 7700 Pod C Ioc. MFC NW (SUB 90/91) notes: SUB 90 -MAIN P'.'L. 7300 P., Ioc. A'..0 N (5:18 90) 90F1 = SPARE TTER PML 7300 pod Inc. MFC NW (SUB 90) notes: 9OF2 = PNL 75N PML 7300 pod loc. MFC NW (SUB 90) notes: 9OF3 = PNL 75S C IrU17300 port A Ioc-StFC COM 128 B 9CF4 = SPIRE 1,1E'ER PML 7300 Pod In. MFC NW (SUB 90) notes: 9OF6 = PNL 77N PML 7700 pod C Ioc, MFC NW (SUB 90/91) notes: SUB 91 - MAIN PML 73W port loc. MFC NW (SUB 91) notes: SIR = 73S PML 73M pod loc. MFC NW (SUB 91) notes: 91F2 = 72W PML 7300 port Ioc. MFC (SUB 91) notes: 973 = 73N Prtl- 7 CO Pp1T Ioc .FC PAY (SU2 91) 91F4 = SPARE Id TER PML 7300 pod loc. MFC NW (SUB 91) notes: 911`5 = 71N PML 7300 Pont loc. MFC NW (SUB 91) notes: 91F6 = PNL 71S PML 7700 pod C loc. MFC NW (SUB 90/91) 9-61 notes: TIE 90 & 91 SUB 21A PML 7650 P loc. 9-61.MEZ SUB 21A 144.115.144.178 notes: P!!- 3720 9- 51 l _S SUB 29' o,t i,.._ OLD C01:1PRES.OR SUB n,.._. DOT :1 USE u 9=77 PML 760 loc. 9-77.1 136.241.148.5 notes: PML 7650 In. SUB $2 XXX.XXX.XXX.XXX notes: 01 9-99 SUB 55, 56,57 PML 7650 loc. 9-99.2 SUB ROOM 144.115.120.203 notes: SUB 55 PML 3720 lac. 9-99.2 SUB ROOM notes: SUB 56 PML 3720 Inc. 9-99.2 SUB ROOM notes: SUB 57 PML#BASE HOME BASE 9-51 PRIME POWER OFFICE 144.115.148.229 PML#1 9-101 PML 7650 Pod loc. 9-101.1 COL F3 144.115.038.244 note: SUB 41 PML 3720 Port Ioc, 9-101.1 COL J3 M 128 A C B PML 3720 Port loc. 9-101.1 COL G3 notes: SUB 44 PML 3720 port loc. 9-101.1 COL F7 notes: SUB 23 PML 7650 Pod I loc. 9-101.1 COL 84 PML 3720 Pod OI loc. 9-103 'WAS UPS SUB' notes: SUB 45 PML#6 PML#10 9-101 SUB 61, 62,64,65,66 PML 7600 loc. 9-101.1 COL D21 SUB 6162 144.1 PML# 15 notes, SUB9618 cram 1 PML 3720 loc. 9-101.1 COL D21 SUB 61 6 notes: SUB 62 com 1 PML#13 NORTH YARD SUB NETWORK SWITCH 2 loc. 9-58 COMM CABINET XXX.XXX.XXX x)a notes: FIBER TO 9-51 DATA PML# 14 PML 7650 1`!\ loc. NORTH YARD SUB SEL-751 Ioc. 9-58 MAIN BREAKER XXX.XXX.XXX.XXX notes: CAT6 TO 9-58 SWITCH SEL-751 loc. 9-58 FEEDER i BREAKER XXX.XXX.XXX.XXX notes: CAT6 TO 9-58 SWITCH SEL-751 loc. 9-58 FEEDER 2 BREAKER XXX.XXX.XXX.XXX notes: CATS TO 9-58 SWITCH BATTERY MANAGEMENT loc. 9-58 BATTERY HOUSE XXX.XXX.XXX.XXX notes: CAT6 TO 9-58 SWITCF SIEMENS CMCS loc. 9-58 BATTERY HOUSE XXX.XXX.XXX.XXX notes: CAT6 TO 9-58 SWTTCF I SYM QQ REVISION BY I APPROVED DATE A NEW SUB 19 - 7650 D. OTTEN dlo 12-14 0 N B RW SUB 36 D. OTTEN dlo 5-15 o C RMV SUB 35/RPLC SUB 11 w/ SUB 10/11 - 7650 D. OTTEN dlo 12-15 m D 09-YD SWITCHGEAR 33621 CASNE SHG 01.18.19 PML 7600 loc. 9-1012 COL B2 notes: SUB 66 com 1 PML 7600 loc. 9-102.2 COL B2 notes: SUB 65 com 1 PML 7600 loc. 9-102.1 COL B2 Fiber line notes: SUB 64 com 1 9-08 PML 7600 loc. 9-08.1 SWITCH ROOM 144.115 050.54 PML# 11 note.: SG1 com 1 PML 7600 loc. 9-08.1 SWITCH ROOM notes: SG2 com 1 9-51.2 PML 7600 Ioc. 9-51.2 144.115.14B.193 PML# 12 notes: com REVISION I BY I APPROVED I DATE 9-101.ANNEX SUB 74, 63.71,72,73 PML#4 PML 7650 Port A loc* 9-101ANNEX (SUB 74) 144.115.038.31 notes: SUB 74 PML 3720 Port A 9-53 loc.9-101ANNEX (SUB 73) A COM 128 SUB 81, 82, 83, 85* notes: SUB 73 C PML 3720 Pod 8 PML 3720 T loc'9-53.1 N. SUBROOM loc. 9-101,ANNEX (SUB 71) 144.115.122.234 notes: SUB 82 notes: SUB 71 PML 3720 Port 8 PML 7650 loc. 9-53.1 N. SUBROOM loc. 9-101.ANNIX (SUB 72) note: SUB 81 notes: SUB 72 PML 3720 pod C PML 3720 Ioc. 9-53.1 N. SUBROOM Ioc. 9-101 ANNEX COL P21 notes: SUB 83 notes: SUB 63 P rL o7704 .,. SUcRLii.':'. ,notes 9JD 95 (WO LOAD) PIAE T00 T D) P .;L7300 I z le C) mots: SU6 8; (Nti LC7D) L.701 . _571 I1s�,I'. PML 7650 port A loc.9-101.1 COL B4 note: SUB 19 - i PML 6200 loc. 9-101.1 COL B4 85 (A -0) note:SU6 20 (AUTOCLAVE 13) 1 " L 7 loc 9-7 t P'.L 730D 9-72 MAIN SWITCHGEAR PML 7650 pod A loc. MAIN SWTCH- FEEDER $4 144.115.230.188 notes: com 1 PML 7650 port A Ioc. MAIN SWTCH- FEEDER 13 notes: com 1 PML 7650 Port A loc. MAIN SWTCH- FEEDER #5 notes: com 1 PML 7650 pod A loc. WEST TIE SWITCH notes: com 1 PML 765D pod A loc. EAST TIE SWITCH PML 7650 port El loc. NORTH CAP BANK notes: NUI AVAIL com PML 7650 port t In. MAIN SWTCH- FEEDER $2 notes: com PML 7650 pod I loc. MAIN SWTCH- FEEDER #1 notes: com PML 7650 Pod I loc. MAN SWTCH - EAST notes: com 1 PML 7650 port loc. SOUTH CAP BANK notes: NOT AVAIL Co. PML 7650 pod t loc. MAIN SWTCH- FEEDER fB notes: com PML 7650 pod 1 In. MAIN SWTCH- FEEDER j7 notes: com PML 7650 Port 1 loc. MAIN SWTCH- FEEDER #6 notes: com PML 7650 pod 1 Ioc, MAIN SWTCH - WEST notes: com 1 PML 3720 port E Ioc. 9-50 BOILER ROOM notes: SUB 28 com i COM 128 PML#3 9-101.1 SUB 43, 12,13,14,18,22, 24,31,32,33,46 PML 7650 pod -A loc. 9-101.1 COL R3 com 2 A Col, 144.115.050.052 notes: SUB 43 rnm 1 B PML 3720 port A In. 9-101.7UN 1 notes: SUB 12 com 1 PML 3720 pod A loc. 9-101.1 COL Fib notes: SUB 13 com 1 PML 3720 pod A Ioc. 9-107.1 COL R76 notes: SUB 14 mm 1 PML 3720 port A loc. 9-101.1 COL Sib notes: SUB 18 com 1 PML 3720 pod A loc. 9-101.TUN i PML 3720 loc. 9-101.1 COL R7 PML 3720 Port loc. 9-101.TUN i notes: SUB 31 com PML 3720 Pod loc. 9-101.1 COL F12 notes: SUB 32 com PML 3720 Port loc. 9-1D1.1 COL R12 notes: SUB 33 com PML 3720 Port loc. 9-101.1 COL V7 9-50.1 SUB 21 B, 29, 86, 87 FY 76G0 port A Ioc. 9-50. t ,.ctes: 86F1 = SPARE PML 7600 pod A loc. 9-50.1 SUB 86 notes: SUB 86 MAIN com i --EOL PML 7600 pod A loc. 9-50.1 SUB 86 notes: SUB 86F2 (CHILLER 6) PML 7600 port A loc. 9-50.1 SUB 86 notes: SUB 86F3 (CHILLER 5) PML 7600 pod A loc. 9-50.1 SUB 86 notes: SUB 861`4 (ALT FEEDER TO MCC 10) PML 7600 pod A loc. 9-50.1 SUB 86 notes: SUB 86F5 (MCC 11) PML 7600 pod A loc. 9-50.1 SUB BE, P 7600 port r 0 1 86F7 = SPARE PML 7600 pod i Ioc 9-50.1 SU8 86 notes: SUB 86FB (PNL J1-0) PML 7600 Pod I loc. 9-50.1 SUB 86 144 PML# 16 notes SUB 86F9 (CHILLER 4) PML 760D port D loc. 9-50.1 SUB 29 notes: SUB 29 MAIN PML 7600 Pod loc. 9-50.1 SUB 29 notes: SUB 291`1 (COMP 4) PML 7600 Pod loc. 9-50.1 SUB 29 notes: SUB 291`2 (COMP 5) PML 7600 Pod Ioc 9-50.1 SUB 29 notes: SUB 29F4 (COMP 3) Pvk 7&JO Pao Ioc..,-- co I notes: 29F3 = SPARE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. C COM 128 D IC PML 7600 loc. 9-50.1 nn Cnn 9-120 SUBS 36, 11,35,75 PML# 8 PML 7650 Port A loc. 9-120.2 C01_ A7 144.115.150,195 I notes: PNL 2A7-1 Co. 1 9-9a - PML 7650 port B SUB 53, 25,26,27,51,52,54 loc. 9-120.1 COL A6 SUB 10 com T B CO PML 7650 pod A PML 7600 Poll C C Im. 9-96. PENT loc. 9-90. PEN (w/ ethernet) PML 7650 pod C 144,115.107.201 notes: SUB 53 notes: SUB 51 loc. 9-120.1 COL A6 PML 3300 Pod A PML 3300 port C SUB 11 com 1 loc. 9-96. PENT (SUB 53) loc. 9-90 PENT (SUB 51) �D PML 3720 port note: 53F1 = MCC 4 notes: 51F1 = MCC 1 Ioc. 9-120.1 OUTSIDE S. PML 3300 Pod A PML 3300 pod C loc. 9-96. PENT (SUB 53) In. 9-90 PENT (SUB 51) notes: SUB 75 com 1 PML 3720 Pod D 1 note: 53F2 = CHILLER notes: 51F2 = PNL Pt loc. 9-120.1 OUTSIDE S. .1 PML 3300 pod A PML 33DO Pod C loc. 9-9& PENT (SUB 53) In. 9-90 PENT (SUB 51) notes: 75 TIE TO 10 com 1 PML 3720 port D note: 53F3 = 2N18 notes: 51F3 = R 1 In. 9-120.1 OUTSIDE S. PML 3300 Pod A PML 33DO port C loc. 9-96. PENT (SUB 53) Ioc. 9-90 PENT (SUB 51) notes: 75FB = PNL C9 com i PML 3720 pod D note: TIE to 54 & 52 notes: TIE to 25 In. 9-120.1 OUTSIDE S. PML 3300 Pod A P,VL 3300 Port C cc. 9- 96. PENT (SUB 53) Ioc. 9-90 PENT (SUB 51) notes: 75F9 = PNL F9 com i PML 3720 pod 0 t�: 53F4 - SPARE noi�s: 5IF4 = SPARE loc. 9-120.1 OUTSIDE S. PML 7600 pod A A PML 760o Pod C com i Ioc. 9-96. PEN COM 128 Ioc. 9-90. PENT notes: 70 =PNL F9po (w/ ethemet) (w/ ethemet) PML 3720 Pod D notes: SUB 52 B C notes: SUB 25 - MAIN In. 9-120.1 OUTSIDE S. PML 3300 Pod A PML 33W Pod C com i loc. 9-96 PENT (SUB 52) In. 9-90 PENT (SUB 25) notes: 75FII = PNL F9-2 note: 5217 =MCC 52 note: 25F7 = MCC2 PML 3300 pod A PML 3300 port C GENERAL NOTES: loc. 4-96 PENT (SUB 52) Ioc. 9-90 PENT (SUB 25) note: 52F2 = PNL 52P <MOD BUS, nose: 25F2 = BLDG 9-94 PML 3300 putA loc. 9-96 PENT (SUB 52) port C PMlocL9-90� PENT (SUB 25) note:52F3 = PNL 4P PML 3300 pod A note: 25F3 = PNL P2 Ioc, 9-96 PENT (SUB 52) PML 3300 port C Ioc. 9-90 PENT (SUB 25) note: 52F4 = MCC 52 PML 3300 port A note: 25F4 = PNL R2 loc. 9-96 PENT (SUB 52) PML 3300 port C loc. 9-96. PENT (SUB 54) note: RE to 53 & 54 note: Tie to 51 PML 7600 AJ 87F5 87F6 67F3 Pod tl PML 7600 Pod tl Ioc. 9-96. PEM loc. 9.98. PENT (w/ ethemet) (w/ ethernet) notes: SUB 54 PML 3300 PodB notes: SUB 26 PML 3300 Pod loc. 9-96. PENT (SUB 54) loc. 9-98 PENT (SUB 26) note: 54FI = MCC6 note: 26F1 = PNL P7 PML 3300 Pod B PML 3300 port Ioc. 9-96. PENT (SUB 54) loc. 9-98 PENT (SUB 25) note. 54F2 = PNL P6 note: 26F2 = MCC6 PML 3300 pod B PML 3300 Pod loc. 9-96. PENT (SUB 54) loc. 9-98 PENT (SUB 26) note: 54F3 = PNL R10 note: 26F3 =PNL Bit PML 33GO pod B PML 33DO port loc. 9-96. PENT (SUB 54) loc. 9-98 PENT (SUB 26) note: 54F4 = PNL P4-2 note: 26F4 = SPARE PML 3300 Pod B PML 3300 port loc.9-96 PENT (SUB 54) loc. 9-98 PENT (SUB 26) note: TIE to 52 & 53 note: TIE to 27 PML 7600 port B loc. 9-98. PENT B (w/ ethemet) notes: SUB 27 - MAIN pod SUB 87 PML 33DO Pod Mglry com 1 -EOL B PML 7600 port B loc. 9-98 PENT (SUB 27) note: 27F1 = PNL P8 Pod SUB 87 lee 9-JO.t PML 3300 pod loc. 9-98 PENT (SUB 27) (CHILLER 2) notes: 67Ft SPARE B PI:'L t600 Pcrt 0 note: 27F2 = MCC 7 Pod SUB 67 Icc. 9-SO.t PML 3300 Pod loc. 9-98 PENT (SUB 27) (MCC 14) s: 67F<" =SPARE B Pf'L 7800 Dori D note: 27F3 = PNL R12 pod SUB 67 loc, 9-SG.t PML 3300 Pod In. 9-98 PENT (SUB 27) (GRILLER 3) rote_s: 87F4 =SPARE Pod B pI,�.L 7g0p port 6 note, 27F4 = PNL U9 SUB 87 Ioc. 9-;0.1 PML 3300 Pod Ioc. 9-98 PENT (SUB 27) PML 7600 loc. 9-50.1 notes: SUB PML 7600 loc. 9-50.i notes: SUB PML 7600 loc. 9-50.1 notes: SUB PML 7600 loc. 9-50.1 notes: SUB 87F8 (MCC 12) Dotes: 67F7 = SPARE PML 7600 Pont B PML 76DO pod B loc. 9-50.1 SUB 86 & 87 Ioc, 9-50.1 SUB 87 notes. TIE SUB 86 & 87 notes: SUB 87F9 (CHILLER 1) I � 7 t) Port C I SPARE Mi 0 ,orl C -D, ndt , 2tF2 --SPARE 1 FI I 7 Cl) port C PML 76DO port C cc 9- 01 loc. 9-50.1 SUB 21B c Fs: a SPARE notes: SUB 21B - �Ncom 1 -£OL PML 7600 port C PML 7600 pod C Ioc 9-50.1 loc. 9-50.1 SUB 21B -: SPARE notes. SUB 21F6 (MCC 10) FI:tL 76IN) Port C PML 76DO pod C loc. 9-50.1 SUB 21B = SPARE notes. SUB 21F8 (PNL J1-2) _ 7600 Part C PML 7600 pod C -S"l Inc 9-50.1 les_- ,PARE notes. 21F9 = MCC 20 PML 7600 port C In. 9-50.1 RE 11 10.) * SUB 85 NOT IN USE SEE ALSO DRAWING 9.YD-E4D (SITE LAYOUT) REVIEWED FOR CODE COMPLIANCE L PPROVED AR 0 8 2019 y of Tukwila ING DIVISION CONSTRUCTION NOTES i.1 PROVIDE FIBER CONNECTION TO ION POWER METER IN SUB #2 SWITCHGEAR. 2 PROVIDE NTRON 110-FX2-ST NETWORK SWITCH WITH NTPS-24-1.3 POWER SUPPLY IN NEMA ENCLOSURE. SWITCH SHALL PROVIDE NETWORK CONNECTIVITY TO SEL RELAYS, ION POWER METER, AND BMS OVER EXISTING MULTI -MODE FIBER CONNECTION. 3 PROVIDE CAT6 CONNECTION BETWEEN DEVICE AND NETWORK SWITCH. ® PROVIDE "BLACK BOX" LBNC300-MMST MULTI -MODE FIBER TO ETHERNET MULTIMEDIA CONVERTER OR OTHER CONVERTER AS NEEDED AT NETWORK HEAD -EN RECEIVED 1�I71"Y OF TI I V I., ISSUE FOR PERMIT JANUARY 18, 2019 Electrical PML Metering 2 of 2 PML Metering at DC/MFC Site PML LAYOUT MASTER DEVELOPMENTAL CENTER JAN 2 5 2oig CASNEEnginp,W5 CENTER 3545 FACTORIA BOULEVARD SE., SU17E 200 BELLEVUE WA 98006 (425) 522-1000 WIWLCAStiE.COM JOB NO. 171-062 VISION 111L 33621D CATS D 18.19 E4 E COMP NO. 555750-03 9-YD-E4E n SYM 09-YD SWITCHGEAR F REVISION I BY I APPROVED I DATE I SYM ,336211 CASNE I RJJ 1 01.18.19 S&C I I I I TYPE PME6 I 1 E 4"-(3)#4/0 15KV, #4/OG 100 11500KVA (YTn 13.8KV-48OY/277V 2000A BUS ION 7650 POWER METER �-- Q 2000A I 2000:5 I 2000:5 I I o I- — OK ) 1200A FIT CAM -LOCK 1200A REVISION MODBUS TO PML#13, 9-77 BLDG. (3)PT 1 ) 1200A 1200:5 PM 12 2000A, 480V, 30, 4W I 65,000 AIC 1200A I 1600A .i! ll m !i 400A I 130A (3)4"-(4)600kcmil (3)4"-(4)600kcmil (2)4"-(4)350kcmil�_#1/0 4"-(4)600kc mil #4/0 GND t_#4/0 GND : 3 #2/0 GND �3 GND � 3 GENERAL NOTES REFERENCE DRAWINGS 09-YD-E524 09-YD-E4N I I I �� I ^1 Ulu TO 9-77 TO 9-51 TO 9-52 1 TO SUB #1 1 10KVA AND GAS 48OV: 1 20/240V STATION 1 4N E4 50A 120/240V 30 CKT MCB SUB #2 ONE -LINE DIAGRAM SCALE: NONE 4N E4 CONSTRUCTION NOTES PROVIDE AND INSTALL 2000A 480V 3PH 4W 65KAIC NEMA 3R PADMOUNTED SWITCHBOARD WITH 1200A CAM -LOCK GENERATOR CONNECTIONS. P-- - PROVIDE AND INSTALL ON EXISTING SUPPORTS NEMA 3R 2000A 3PH 4W 65KAIC COPPER BUS DUCT FROM NEW 1500KVA XFMR TO NEW SWITCHBOARD. PROVIDE AND INSTALL 600V CABLE FROM SWITCHBOARD TO BUILDING PANELBOARD L VERIFY PATHWAY AND PROVIDE CONDUCTORS FOR COMMUNICATION TO 9-77 BLDG. ION POWER METER MODBUS CONNECTION. BY APPROVED DATE G ,,; WAsy� J�. ACCEPTABILITY THIS DESIGN AND/OR SPECIRCATION IS APPROVED APPROVED BY DEPT. E O R 3$ ISSUE FOR PERMIT JANUARY 18, 2019 SUB #2 SWITCHBOARD ONE -LINE NORTH YARD ELECTRICAL MASTER DEV. CENTER, WA REVIEWED FOR CODE COMPLIANCE APPROVED MAP, 0 B 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 5 2019 PERMIT CENTER CASNEEngineering 3545 FACTORIA BOULEVARD SE, SU17E 200 BELLEVUE, WA 98006 (425) 522-1000 WWW.CASNE.COM JOB N0. 171-082 VISION 1 SYMBOL........_— DATE 33621 — 01.18.19 E4F 33621 COMP N0. 9-YD-E4F LEGEND 2� FED FROM SUB 2 4"C-(4) 600 KCMIL #1/0 GND 400A offloW 400A, 30, 4W, 35KAIC GENERAL NOTES REFERENCE DRAWINGS 09-YD-E4N 09-YD-E525 200A 1ODA ) 50A ) 50A ) 50A ) 20A ) 20A ) 20A ) 50A ) 50A ) 50A ) 50A ) 20A j 20A j 30A 3 2-1/2"C, (4) 250kcmil J 3�- 2"C, (4)#6 3'' 2"C, (4)#6 3�3/4"C, (4)#10 3� 3/4"C, (4)#12 / J 3� 1"G, (4)#6 �1"C, (4)#6 �3/4"C, (4)#10 / 3/4"C, (3)#10 / #6 GND 1110 GND #10 GND #10 GND #12 GND #10 GND #10 GND #10 GND #10 GND 15KVA TO 9-05 SPARE WATERFRONT PARK SPARE NW & W PARKING W CANOPY CATE MOTOR SPARE SPARE SPARE HOIST BOAT NW & E PARKING E CANOPY SPARE 480/120-208V P & P1 LOT LIGHTS LIGHTS LAUNCH LOT LIGHTS LIGHTS PNL S-1 120V/208V <3 SUB #1 ONE -LINE DIAGRAM 50A M.B. SCALE: NONE 4F E4 s00 . r CONSTRUCTION NOTES 1 PROVIDE AND INSTALL 400A 480V 3PH 4W, 35KAIC NEMA 3R PADMOUNTED SWITCHBOARD TO EXISTING HOUSEKEEPING PAD. [-_ PROVIDE AND INSTALL CONDUCTORS FROM SUB #2 SWITCHBOARD TO 400A MAIN BREAKER. n 3�- PROVIDE AND INSTALL OQVE - R N SWITCHBOARD TO EXIS 1130WAOWPLIANCE 5 APPROVED MAR 08 2019 U n City of Tukwila i BUILDING DIVISION T p RECEIVED CITY OF TUKWILA C JAN 2 5 2019. PERIV14T UENI ER 0 i ISSUE FOR PERMIT CASNEEngineering JAN VARY 18 2019 3545 FACTORIA UE, WA 98 SE., SUITE 200 BELLEWE WA 98008 } (425) 522-1000 WWW.CASNE.COM JOB NO. 171-062 n SYM REVISION 8Y APPROVED DATE _SYM REVISION BY APPROVED DATE �zis �+, r S DRAWN DATE SUBTITLE CURRENT RENSION SYMBOL — DATE ACCEPTABILITY R. BIE T 11.13.17 SUB #1 SWITCHBOARD ONE -LINE 33621 01.18.19 69-YD SWITCHGEAR 33621 CASNE RJJ 01.18.19 G �u'r HASy� ' 1• THIS DESIGN AND/OR PRO H K n T� �� SPECIFICATION IS APPROVED SHEET v ® y O APPROVED BY DEPT. DATE B. PAGAN 11.13.17 TITLE09-YD SWITCHGEAR E4G a CHECK C. CLUTEROVED 11.13.17 NORTH YARD P ':1j JOB NO. COMP NO. T Q 35276 APPROVED 33621 ^�i},SIEa�%, APPROVED "'M1iSS" -•�� y ELECTRICAL MASTER DEV. CENTER, WA DWO N0. 9-YD-E4G .r (8) 4 TO M E-1 3/4"C, #12GND (4) 1 9-Of VIA N — SF (4) 4"C TO 9-77 SWBRD (1) 4"C TO SUB #1 SWBRD-N. 9-07 (6) 4"PVC TO (2) 4"C TO NEXT VAULT IN DRIVEWAY (1) 4"C EMPTY - FORMER 9-06 FDR VAULT S OF SUBSTATION PLAN I SCALE: 1/4"=1'-0"___o E607 E502 SYM REVISION BY APPROVED DATE M A ISSUED FOR CONSTRUCTION DO BD PK DO 6.30.89 .t B ADDED METERING PAD DO BD DO 10,16,89 C RECORD DRAWING BB WEM DS 10.01.90 ti D 09—YD SWITCHGEAR 33621 CASNE RJJ 01.18A9 r SYM A E502 527 REVISION BY I APPROVED I DATE TO NORTH SWITCHYARD SEE E606 CON'T SHT E606 #4/0 IN DUCT BANK TO MANHOLE E-1 lJ FOUNDATION PLAN SCALE: 1 /4"=1'-O" #4/0 IN DUCT BANK TO 9-77 BLDG ry�li li li V�l>�la U U G E502 527 SWITCHBOARD IANSFORM� G c I (TYP.) I 1 " ! 8 ( c u C (TYP.) TRANSFORMER PAD 15KV SWITCH VAULT 1 P527 (TYP.) 4 02 527(T,P.) (TYP.) LEGEND GENERAL NOTES REFERENCE DRAWINGS 9-YD-E606 9-YD-E607 CONSTRUCTION NOTES V-' PROVIDE AND INSTALL S&C RSPME-6 WITH NO SWITCH OPERATORS, ONE VOLTAGE SENSOR, BATTERY CHARGER, BATTERY PACKS, AUX CONTACTS, 6" HIGHER HVE CABINET, AND HOLES FOR INDICATION LIGHTS ON 6" STAINLESS STEEL BASE MOUNTED TO EXISTING MANHOLE, LID TO BE ALTERED REFER TO CIVIL DRAWINGS. PROVIDE AND INSTALL S&C RSPME-9 WITH NO SWITCH OPERATORS, ONE VOLTAGE SENSOR, BATTERY CHARGER, BATTERY PACKS, AUX CONTACTS, 6" HIGHER HVE CABINET, AND HOLES FOR INDICATION LIGHTS ON 6" STAINLESS STEEL BASE MOUNTED TO EXISTING PMH-12 MANHOLE, LID TO BE ALTERED REFER TO CIVIL DRAWINGS. 3� PROVIDE AND INSTALL 13.8KV-480Y/277V 1500KVA CAST RESIN DRY TYPE TRANSFORMER. ® PROVIDE AND INSTALL NEMA 3R PAD MOUNTED SWITCHBOARD ON EXISTING PAD. 5� PROVIDE AND INSTALL NEMA 3R 2000A 4-WIRE COPPER BUS DUCT FROM NEW 1500KVA XFMR TO NEW SWITCHBOARD. © REROUTE 4" CONDUIT TO CONNECT TO NEW TRANSFORMER MV TERMINATION CABINET. 7 RETROFIT LID OF EXISTING PULL VAULT FOR PME-6, SEE CIVIL DRAWINGS. 8' CONNECT EXISTING GROUND CONDUCTOR TO NEW EQUIPMENT. PROVIDE AND INSTALL 5/8"X10' COPPERCLAD GROUND ROD IN MANHOLE OR THROUGH SLAB. PROVIDE AND INSTALL #4/0 BARE COPPER GROUND RING IN MANHOLE, AND CONNECT #4/0 BARE GROUND WIRE TO NEW EQUIPMENT. U y PROVIDE AND INSTALL NEW BUS DUCT SUPPORT. Cs PROVIDE AND INSTALL CONDUIT PLUGS ON OLD SCL FEEDER CONDUITS. 13 PROVIDE AND INSTALL CONDUIT FROM SUB #2 SWITCHBOARD TO ENCLOSURE ON SUB 2 FENCE. V CONTRACTOR TO TRACE OUT CONDUIT LEAVING ENCLOSURE ON SUB #2 FENCE TO IDENTIFY DESTINATION IN 09-77 BLDG. 1 PROVIDE AND INSTALL SINGLE MODE FIBER FROM SUB #2 SWITCHBOARD TO DESTINATION OF CONDUIT LEAVING ENCLOSURE, INSTALL FIBER PATCH PANEL AT CONDUIT DESTINATION, AND CONNECT TO BOEING PML METERING NETWORK. D- , PROVIDE AND INSTALL FAN CONTROL WIRING, CONDUIT, AND ACCESSORIES FROM 1500KVA XFMR TO 2000A SWBRD. 17 PROVIDE AND INSTALL 600V CABLE, CONDUIT, AND ACCESSORIES FROM 2000A SWBRD TO 1500KVA XFMR FOR FANS. V" PROVIDE AND INSTALL EATON M22-LED-R INDICATION LIGHT WITH NEMA-3R COVER OR EQUIVALENT. INSTALL IN S&C PADMOUNTED SWITCHGEAR. LIGHT TO INDICATE WHEN BOTH 600A SWITCHES IN THE PME ARE CLOSED AT THE SAME TIME. 19 CONNECT EXISTING FENCE GROUNDS TO NEW FENCE SUB LOCATION COM•R ACE �c�»� \\\ - of Tukwila NG DIVISION GROUNDING PLAN SCALE: 1/4"=1'-O" ISSUE FOR PERMIT JANUARY 18, 2019 E. ^ 9 ACCEPTABILITY DRAWN D. NEWMAN DATE SUBTITLE CONDUIT, FOUNDATION AND GROUDING PLANS CHECKED B. DUNLAP THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE ENGINEER TrTLE NORTH YARD j U CHECKED CHECKED D. DONOVAN SUBSTATION #2 APPROVE 2 6 F P.W.KOSTENIUK DC SITE DEV. CENTER, WA -!�� TUKWILA �� Id252019 PLAN pERP CEiNTER CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW.CASNE.COM JOB Na 171-082 VISION SYMBOL DATE 33621 D 01.18.19 9-YD-E502 Q SYM m M — 09—YD SWITCHGEAR ro N O h 2000A BUSWAY " I 30" I 48" REVISION I BY I APPROVED I DATE_ 336211 CASNE I RJJ 1 01.18.19 SUB #2 SWITCHBOARD ELEVATION � J� SCALE: 1 "= l'-0' E502 E524 REVISION BY I APPROVED I DATE GRAPHIC SCALE: SCALE: 1 "=l'-O" 16 0 3" 6" 1' 2' 3' 4' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. F ok REVIEWED FOR CODE COMPLIANC APPROVED MAR 0 B 2019 City of Tukwila BUILDING DIVISIO LEGEND CABINET INTERIOR LED LIGHT FIXTURE PM POWER MONITOR K1 KIRK KEY INTERLOCK GENERAL NOTES 9-YD-E4N-1 CONSTRUCTION NOTES [1 PROVIDE AND INSTALL 2000A 480V 3PH 4W 65KAIC NEMA 3R PADMOUNTED SWITCHBOARD WITH 1200A CAM -LOCK GENERATOR CONNECTIONS. SWITCHBOARD DOOR SHALL HAVE PROVISIONS TO ALLOW THE DOOR TO CLOSE WITH A TEMPORARY GENERATOR CONNECT TO CAM -LOCKS. PROVIDE AND INSTALL ON EXISTING SUPPORTS NEMA 3R 2000A 3PH 65KAIC COPPER BUS DUCT FROM NEW 1500KVA XFMR TO NEW SWITCHBOARD. MANUFACTURER SHALL PROVIDE ION 7650 METER. E 5 TRANSFORMER MANUFACTURER SHALL PROVIDE TRANSFORMER CONTROLLER. SWITCHBOARD MANUFACTURER SHALL PROVIDE SPACE AND CUTOUT FOR TRANSFORMER CONTROL. CONTRACTOR TO INSTALL TRANSFORMER CONTROLLER IN SWITCHBOARD. N RECEIVED CITY OF TUKWILA JAN 2 5 2019 ISSUE FOR PERMIT C CASNEEnSieeerngIITER JANUARY 18 2019 3545 FACTBOULEVARD SE, SUITE 200 BELLEELf.EWE, WA 98006 7 (425) 522-1000 WWW.CASNE.COM JOB NO. 171-062 CURRENT REVISION SYMBOL DATE SUB #2 SWITCHBOARD ELEVATION - 01.18.19 TITLE E524 NORTH YARD JOB NO. 33621— ELECTRICAL MASTER DEV. CENTER, WA owc No. 9-YD-E524 - 09-YD SWITCHGEAR 12 M m h [%-> TO 9-05 2�,.jFEED FROM SUB 2 \�I 30A SPARE — 100A o-SPARE 50A SPARE —� 50A PNL-S1 WATERFRONT 30CKT P & P1 4 ®E CANOPY-0A LIGHTS 0A NW & W d-PARKING ® 50A W CANOPY, -O LIGHTS° LIGHTS 20A °-GATE MOTOR 50A 4 SPARE -0 50A ° SPARE 15KVA � L NW & E r A 480-120/208Y PARKING — 50A LOT LIGHTS HOIST BOAT 200A � LAUNCH �4 TO 9-05 -o 0 400A 0 20A � E CANOPY LIGHTS 48" r 30" _) r SUB #1 SWITCHBOARD ELEVATION SCALE: 1 "=1'-0' E526 E525 REVISION I BY I APPROVED I DATE 336211 CASNE I RJJ 1 01.18.19 REVISION BY I APPROVED I DATE GRAPHIC SCALE: SCALE: 1"=1'-0" 0 3" 6" 1' 2' 3' 4' 7 ACCEPTABILITY THIS DESIGN AND/OR SPECIACAMON IS APPROVED APPROVED BY I DEPT7TD 11.13.17 F91-11111.1 GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES L PROVIDE AND INSTALL 400A 480V 3PH 4W, 65KAIC NEMA 3R PADMOUNTED SWITCHBOARD TO EXISTING HOUSEKEEPING PAD. P PROVIDE AND INSTALL CONDUCTORS FROM SUB #2 SWITCHBOARD TO 400A MAIN BREAKER. 3 PROVIDE AND INSTALL CONDUCTORS FROM PANEL IN 9-05 BUILDING TO 200A BREAKER IN SUB1 SWITCHBOARD. 4 : PROVIDE AND INSTALL 60OV CABLE FROM SWITCHBOARD TO EXISTING LOADS. REVIEVVED FOR CODE COMPLIANCE / APPROVED MAR 08 2019 RECEIVED CITY OF TUKWILA CRY of Tukwila JAN 2 5 2019 BUILDING DIVISION PERMIT CE'N I ER ISSUE FOR PERMIT JAN UARY 18, 2019 SUB #1 SWITCHBOARD ELEVATION ELECTRICAL MASTER 09-YD SWITCHGEAR NORTH YARD DEV. CENTER, WAIDI 10. CASNEEngineering 3545 FACTMA BOULEVARD SE., SU17E 200 BELLEVVE, WA 98006 (425) 522-1000 WWW.CASIVE.COM JOB NO. 171-OB2 VISION SYMBOL. DATE 33621 — 01.18.19 E525 33621 COMP NO. 9-YD-E525 E526 527 E526 527 CONDUITS PENETRATE THROUGH HERE, DIMENSIONED ROUGHLY RELATIVE TO PAD #1/0 CU _4L DX 6 (2) 4', I I PNL-S ') A ( ( E526 525 II II II TO 9-05 ( J/-2-1/2"C, (4)250kcmil #6 GND TO I( SUB 2 4"C, (4)600kcmil /icnnin E526 F I L_ 5 30"x30"xl4" HANDHOLE TO 9-05- 2-1/2"C, (4)250kcmil #6 GND ESTIMATED CONDUIT STUB -UP LOCATIONS SUBSTATION #1 PLAN SCALE: 1 /2" = 1'-O" SYM REVISION I BY I APPROVED I DATE I SYM n — I 09—YD—SWITCHGEAR 336211 CASNE I RJJ 1 12.06,17 REVISION IMIT= i 41W1113111l9larel GROUND LEVEL J-BOX DETAIL SCALE: NONE E526 cmil, #6G GENERAL NOTES REFERENCE DRAWINGS 09-YD-E4G 09-YD-E525 "-EXISTING CONDUIT PENETRATIONS 2 1/2"C, (4)250kcmil, #6G Opo 000 GROUND ROD CONSTRUCTION NOTES BY I APPROVED I DATE HANDHOLE DETAIL SCALE: NONE E526 REVIEWED FOR CODE COiUIPLIANCE APPROVED MAR 08 2019 City of Tukwila BUILDING DIVISION PROVIDE AND INSTALL SWITCHBOARD ON EXISTING HOUSEKEEPING PAD. 2� PROVIDE AND INSTALL HANDHOLE TO INTERCEPT UNDERGROUND CONDUIT FROM SUBSTATION 2. INSTALL 4" CONDUIT UNDERGROUND FROM HANDHOLE TO A 30"x30"x14"" JUNCTION BOX ABOVE GROUND NEXT TO PNL-S.INSTALL CONDUIT FROM JUNCTION BOX TO PNL-S. PROVIDE CONDUIT, BOXES, FITTINGS AND ANCILLARY HARDWARE. t SEE ONE -LINE DIAGRAM FOR CONDUCTOR SIZES AND QUANTITY. INTERCEPT CONDUIT COMING FROM 9-05 AND CONTINUE UNDERGROUND TO HANDHOLE. INSTALL CONDUIT FROM HANDHOLE TO J-BOX NEXT TO PNL-S. PROVIDE 4" NIPPLE CONDUIT FROM J-BOX TO PNL-S. PROVIDE AND INSTALL CONDUCTORS FROM BUILDING 9-05 TO PNL-S. © PROVIDE 10'X5/8" CU CLAD GROUND ROD. PROVIDE GROUNDING ELECTRODE CONDUCTOR FOR NEW SWITCHBOARD SIZED AS SHOWN. ® BOND GROUND ROD TO GROUND GRID. MATCH EXISTING GROUND CONDUCTOR SIZE. ISSUE FOR PERMIT JANUARY 18 2019 ! CCASNEEngineering 3545 FA BOULEVARD SE, SUITE 200 BELLEWE, WA 38006 BELLE (425) 522-1000 WWW.CASNECaV JOB NO. 171-082 y� �..}} M[ "� ,p �35_27�6,, , ACCEPTABILITY THIS DESIGN AND/OR SPECIFlCAIION IS APPROVED DRAWN R. BIEKER DATE 11.13.17 SUBTITLE SUB #1 PLAN DETAIL CURRENT REVISION SYMBOL DATE 01.18.19 CHECKED SHEET �� CI RECEIVED Y O� TUKWILA - APPROVED BY DEPT. DATE B. ENGINEER PANGAN 11.13.17 TITLE 09-YD SWITCHGEAR NORTH YARD ELECTRICAL MASTER DEV. CENTER, pyq CHECKED G. GLUTS 11.13.17 APPROVED JOB NO..._......,. 33621 C �g- APPROVED Ow0 No. 9-YD-E&gRrAIT CENTER r m 1Ff 2 3 3 DETAIL A SECTION 1-1 FLEXIBLE BRAID—;[� NOT TO SCALE NOT TO SCALE DETAIL B DETAIL C NOT TO SCALE NOT TO SCALE 1q:ip FLEXIBLE BRAID go SECTION 2-2 SECTION 3-3 NOT TO SCALE GAR BURNDY TYPE GG )R EQUAL CONNECTOR OR EQUA BURNDY TYPE GAR CONNECTOR OR EQ DETAIL "B" #2 CU BONDING JUMPER CONDUCTOR BONDING CONNECTI00 CADWELD OR EQUAL FENCE GROUNDING DETAIL rf,� SCALE: NONE TYP.E527 STEEL EQUIPMENT ENCLOSURE #4/0 BARE CU GROUND CONDUCTOR r EXOTHERMIC WELD EXISTING GROUND GRID SYM Y - 09-YD-SWITCHGEAR T XJ a 31111UT, IaiIK01:18111`IINol ______----BURNDY HYLUG COMPRESSION TYPE GROUNDING LUG (HOLE QUANTITY AND COMPOSITION AS REQUIRED FOR COMPATABILITY WITH EQUIPMENT GROUNDING PAD) CONCRETE PAD I� I EARTH EQUIPMENT GROUNDING DETAIL SCALE: NONE TYP.E527 REVISION I BY I APPROVED i DATE I SYM 336211 CASNE I RJJ 1 07.16,18 REVISION GRADE NOT TO SCALE GATE POST — DETAIL "C" ATE BURNDY TYPE B FLEXIBLE BRAID OR EQUAL —#2 CU BONDING JUMPER I GROUNDING CONDUCTOR BONDING CONNECTION CADWELD OR EQUAL GATE GROUNDING DETAIL SCALE: NONE TYP.E527 SWITCHGEAR FRAME SWITCHGEAR GROUNDING I BUS 2-HOLE BURNDY HYLUG COMPRESSION TYPE GROUNDING LUG BOLTED TO SWITCHGEAR BUS. #4/0 BARE CU GROUND CABLE, UNLESS OTHERWISE SPECIFIED EQUIPMENT STUB -UP CONCRETE PAD AREA d < Q ae < TO GROUND GRID EQUIPMENT GROUNDING DETAIL SCALE: NONE TYP.E527 BY I APPROVED I DATE CRUSHED ROCK ,— GRADE 00 ,bPcpo %Q)d9o0ao°cpoC %i\%i\Y/\%i\%i\Yi BONDING CONNECTIONS CADWELD OR EQUAL #2 BCU TAP #4/0 BCU MAIN LOOP COPPER CLAD GROUND ROD 5/8" DIA. x 10' GROUNDING ROD DETAIL 3 SCALE: NONE TYP.E527 CONNECT ONE STRAND TO BARBED WIRE WITH SPLIT BOLT CONNECTO. 1 TO MAIN MIN. GROUNDS-� GRID #2 BARE CU NOTE: GROUND ALL CORNERS AND GATE #2 BARE CU POSTS. MAXIMUM SPACING OF GROUND ALONG FENCE NOT TO EXCEED 50'-0" GROUND WIRES TO BE #2 AWG MIN. BURNDY TYPE GAR CONNECTOR OR EQUAL DETAIL "A" BARBED WIRE GROUNDING DIAGRAM 6 SCALE: NONE TYP.E527 9): ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. BILKER 11 13.17 CHECKED APPROVED BY DEPT. DATE LNUINLLK B. PANGAN 11.13.17 CHECKED C. CLUTE 11.13.17 GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES Tom ISSUE FOR PERMIT JANUARY 18, 2019 GROUNDING DETAILS 09-YD SWITCHGEAR NORTH YARD REVIEWED FOR CODE COWi ANCE APPROVED MAR 08 2019 CI of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 5 2019 PERMIT CENTER CASMEEngineering 3545 FACTORIA BOULEVARD SE, SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW.CASNE.COM JOB NO. 171-082 VISION SYMBOL DATE — 07.16.18 E527 33621 9-YD-E527 ELECTRICAL MASTER 4"C, TO SUB #1 SWBRD 4"C, SP TO NEXT VAULT (FORMER 9-06 FDR) N/C COPIED FROM 109 000-2073-E3 9-77 BLDG F 4"C (477 m (2)4-C (6)4"C I of NORTH YARD SUBSTATION #2 1500kVA' I <1 I SEE SHT 13.8kV-480V I E502 PAD MTD - - - - - - - - - - - L =1 15KV, PAD MTD< I 0 11_13.8KV-MH .Tx __x__ TO 2PAMTD 15kV PADNTD� TRANS FOR 9-08 SW.- S&C PME-9 0 1 - 3"C PVC BLDG SEE SHT E607 I TEL-MH 4 - - - - - - - - - I i - i "C PVC GATE J-27 rE L H (4)4"C, 3 SP (1) 4#500MCM FROM SUB #2 PVC CONDUITS (24" BELOW 9 FEL-MH SEE SHT. - 3/4-C ALUMII - 1"C ALUMINUI ;TARTING BELOW INTO SUBSTATION) (2)5- TO NORTH YARD #2 BOTH ABANDONED I111i91Ill011 (4)5", (1)4", (1)1" DUCT BANK 5"-TO SCL; 4"-4#6; l"TELE TO MH MANHOLE 480V-MiH _� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ V V X_ _x x__ _x (1)4", (1)1" DUCT BANK 4"-4#6; 1"TELE TO MH MUSEUM OF FLIGHT - ---------------- x --------- -------- - ----------------- <_ —X—X- A A— (2)5" TO NORTH YARD #2 BOTH ABANDONED ___X_x_ X_ x x X--X— —X--'/, 9-51 TELEPHONE COMMUNICATIONS -X—X- __x_ __x__ _x__x. _x _J TELECOMMUNICATIONS 48OV-MH SCL MANHOLE 0(2) 5" EXISTING V 26KV4111H _X_x— (4)5" TO NORTH YARD #1 (1) 3#350MCM AL. 26kV, (3) SP 1 1 9-51 BLDG I I -PLAN VIEW SCALE: NONE 9-58-E500 9-YD-E502 9-YD-E607 D CONSTRUCTION NOTES PROVIDE AND INSTALL S&C PME-6 PART #65122R1-C4-E2-K17-X ON EXISTING MANHOLE, LID TO BE ALTERED REFER TO CIVIL DRAWINGS. [22_.�:- PROVIDE AND INSTALL S&C PME-9 PART #65152R-C4-E3-K17-X ON EXISTING MANHOLE THAT WAS USED FOR THE OLD PMH 12. PROVIDE AND INSTALL 13.8KV-480Y/277V 1500KVA CAST RESIN DRY TYPE. RETROFIT LID OF EXISTING PULL VAULT FOR PME-6, SEE CIVIL DRAWINGS REVIEWED FOR CODE COW;PILIANCE APPROVED RECEIVED CITY OF TIJKWILA MAR 0 8 2019 JAN 2 5 2019 City of Tukwila PERMI i G BUILDING DIVISION ISSUE FOR PERMIT CCASNEEngineering JANUARY 183545 FACTORIA BOULEVARD SE, SUITE 200 BELLEVUE, WA 98006 , 2019 (425) 522-1000 WWW.CASNE.COM JOB NO. 171-082 SYM REVISION BY APPROVED DATE Sym REVISION BY APPROVED DATE s DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY MIKE SMITH 01-18-01 - 33621 01.18.19 THIS DESIGN ANDOR -CH--K-0 PLAN EAST 71011500 MLS OBERT ROHLE R 1/18/01 SPECIFICATION IS APP/ROVED RO0BERT ROHLER 01-22-01 SHEET C TELEPHONE NORTH YARD SUBSTATION 71011500 B CONVERT MYLAR TO ACAD DWG rRmNrER___ TTILE APPROVED BY DEPT. DATE JENSEN 10-01-91 R. ROHLER B. ARMBRU 0 C6 ST 1/23/01 0 CHECKED E606 D 09-YD SWITCHGEAR 33621 CASNE RJJ 01.18.19 ROBERT ROHLER 01-22-01 COMP NO. JOB NO. 35.276 APPROVED SUBSTATION DUCT BANKJOB APPROVED 'dipINORTH YARD D.C.r�� 9-YD-E606 DWG COPIED FROM 10-000-2073-E3A is IN. told • ii MINIMUM 5'-0' STRAIGHT SECTION OF CONDUIT REQUIRED BETWEEN 22 112' BENDS, (TYP) 13.8KV 2500 KVA TRANSFORMER (2) 4"PVC, 3#4/0 EA., 13.8kV I I I I I I I I I I I I I I I 15kV-MH PLICE VAULT E607 i • 9-58-E500 9-YD-E606 9-08-E500 :c )101 CONSTRUCTION NOTES PROVIDE AND INSTALL 15KV 133% COPPER EP' CABLE, SIZE AS INDICATED ON DRAWING, AND #4/0 GROUND IN EXISTING CONDUIT. 2�> PROVIDE AND INSTALL S&C RSPME-6 WITH NO SWITCH OPERATORS, ONE VOLTAGE SENSOR, BATTERY CHARGER, BATTERY PACKS, AUX CONTACTS, 6" HIGHER HVE CABINET, AND HOLE FOR INDICATION LIGHTS ON 6" STAINLESS STEE BASE MOUNTED TO EXISTING MANHOLE, LID TO BE ALTERED REFER TO CIVIL DRAWINGS. PROVIDE AND INSTALL 13.8KV-480Y/277V 1500KVA CAST RESIN DRY TYPE. PROVIDE AND INSTALL NEMA 3R PAD MOUNTED' SWITCHBOARD ON EXISTING PAD. PROVIDE AND INSTALL S&C RSPME-9 WITH NO' SWITCH OPERATORS, ONE VOLTAGE SENSOR, BATTERY CHARGER, BATTERY PACKS, AUX CONTACTS, 6" HIGHER HVE CABINET, AND HOLE FOR INDICATION LIGHTS ON 6" STAINLESS STEEL BASE MOUNTED TO EXISTING PMH-12 MANHOLE LID TO BE ALTERED REFER TO CIVIL DRAWINGS. 480V SWBRD,® U 1 2000A PAD E607 E502 MOUNTED --- 13.8-48OV, ''3 5 PAD —MOUNT SWITCH 1500kVA TRANSF S&C TYPE PME9 PAD MOUNTED PAD MOUNTED SWITCH ' 2 9 S&C TYPE PME-6 --_= C -- -- �-----� (6) 4- PVC 1 FOR F1 - 3#350MCM TO S&C PAD MTD SWITCH 7 g FDR F2 - 3#350MCM TO S&C PAD MTD SWITCH — — — — — A (4) SPARE ; _. (2) 5"C, ABANDONED SCL 26kV FEEDER N CONSTRUCTION NOTES CONT'D (22 TYP) 2° (MAX) C [� PROVIDE AND INSTALL 3M OS -III COLD SHRINK IN -LINE SPLICE. PLAN VIEW / 0 N - SCALE: 1" = 20'-0" ' V 7� PROVIDE AND INSTALL 200A LOAD BREAK + �- ELBOWS. ® REPLACE EXISTTNG 200A BUSHING WELLS ON 3 EXISTING TRANSFORMER WITH NEW 200A REVIEWED FOR BUSHING WELLS. s» CODE COMPLIANCE r 8 x8'-O" COPPERCLAD 18' (MIN) APPROVED GROUND ROD (TYP 2) (TYP) : - PROVIDE AND INSTALL COOPER OR RICHARDS MAR 082010 600A DEADBREAK T—BODIES ONTO S&C PME 600A SWITCH RECEIVED City of Tukwila CITY OF TU K W IL, SPLICE VAULT � BUILDING DIVISION 1 JAN 2 5 2019 SCALE: 1/4"=1'-O" E607 ISSUE FOR PERMIT CA$NEEngiQring l JANUARY 18 2019 , 3545 FA BELLA BOULEVARD SE, SUITE 200 R_y 7 (425 522-1000 BEWWW. ASNECOMO�JOB NO. 171-052 SYM REVISION BY APPROVED DAZE 5YM REVISION BY APPROVED DATE 1 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �� `!rj, ACCEPTABILITY c, H. , BLDGS 9-08 & 9-77 SERVICE 33621 C 01.18.19 B REPLACE WLAR WITH ACAD DWG 71011500 MLS R. ROHLER 1-15-Ot i w ti, THIS DESIGN AND/OR H ED r�Q �� SPECIFICATION IS APPROVED SHEEP �1 j� C 09-YD SWITCHGEAR 33621 CASNE RJJ 01.18.19 h I T E607 APPROVED BY DEPT. DATE CENSEN HECKED 10-1-90 `+ 0 ROBERT ROHLER 1 23 01 ----------- ----- sB.PRO BRUST , 23 D, SUBSTATION DUCT BANK Joe No. 891463-01 COMP N0. ... APPROVED DWG NO. -- ..................... �4NAL 1 y Ws MARTIN 6-4-91 NORTH YARD DEV. CENTER, WA 9-YD-E607 SCL FEEDER ENTIm PADMO 1500K 13.8KV 2000A BUS (----- -- SUB #2 -----} PADMOUNTED i 2000A SWITCHBOARD SERVICES TO -9-51 -9-52 I I -9-77 I -SUB #1/9-05 j 1 4N E4 #4/0 CU #4/0 CU PADMOUNTED SWITCH UNTED S&C TYPE PME6 VA i----------- -- -480V277V I b-{ I I I 16001 #4/0 CU 1 1DOE I NO I I CPT I I I 1 600) I I I r-q 1 9 I— — — — — — — — — — SOUTH OF 09-77 BLDG - PADMOUNTED, PADMOUNTED 2500/2800KVA 2500/2800KVA 13.8KV-480Y/277V 13.8KV-480Y/277V Ti 4000 T� 4000 4000 �/ 4000 2000 2000 SB-1^� SB-2 510.9,1011m REVISION I BY I APPROVED I DATE SYM 09-YD SWITCHGEAR 33621 CASNE 1 SHG 1 01.18.19 PADMOUNTED SWITCH S&C TYPE PME-9 - - - - - - - - - I 601 REVISION BY I APPROVED I DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. FE 10.13 3#6, #1OG ,,. n A ISSUE FOR PERMIT JANUARY 18, 2019 NORTH SWITCHGEAR ONE -LINE DIAGRAM GENERAL NOTES 1101119111491111 1[111 DRAWING INCLUDED FOR REFERENCE ONLY. SEE 09-YD-E4N FOR CONSTRUCTION NOTES. 09-058-E9 09-058-E10 09-058-E60 09-058-E110 09-058-E500 09-YRD-E606 d%j q —oo 7— RREVIEIAED FOR CODE COMPLIANCE APPROVED MAR 0 B 2019 RECEIVED City ofTukwita CITY OF TUKWILA BUILDING DIVISION }AN 2 5 2019 PERCOIT CENTER CASNEEngineering 3545 FACTORIA BOULEVARD SE, SUITE 200 BELLEWE, WA 88006 (425) 522-1000 WWW.CASNECOM JOB NO. 171-082 VISION SYMBOL DATE A 01.18.19 E4 ELECTRICAL MASTER In WA 9-58-E4 JP:Ii ,' i idCATiOiJS f AH ;HOLE I Communication Conduits 1 — 3%4"C FV/ ' 3/4"C POTS TO 9-51 DCN 2H5 ASP BSW 5-22 5PR(X2) v 1"C MULTI -MODE FIBER TO 9-51.2 DCN 2H5 RACK 101 SPACE 36 13-6 14 ANALOG PHONE LINE GENERAL NOTES 1. ALL CONDUIT TO BE �"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600-VOLTS OR LESS. 120 208V 277 480V "A" PHASE (LIFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CONSTRUCTION NOTES PROVIDE MMF/CAT6 NETWORK SWITCH IN ENCLOSURE. TIE TO EXISTING FIBER CONNECTION AND PROVIDE NEW ETHERNET CONNECTIONS TO DEVICES. REFER TO 9-YD-E4E FOR CONNECTED DEVICES. \ PROVIDE CONDUIT AND CABLE AS SHOWN FOR NETWORK CONNECTION TO SEL-751 RELAYS. 3� EXISTING. ® PROVIDE SIEMENS CMCS PANEL WITH IP NORTH SWITCHYARD 120 240V POWER N COMMUNICATIONS. COORDINATE PANEL v REQUIREMENTS WITH SIEMENS. SCALE: 1/4"=1'-0" � L PROVIDE CAT6 CABLE FOR GENERAL USE NETWORK (GUN) CONNECTION TO CMCS PANEL. 6� PROVIDE CONNECTION TO NETWORK. TERMINATE CAT6 CABLE AT SMS BATTERY MONITORING SYSTEM (BMS). BMS PROVIDED WITH BATTERY HOUSE. 7 PROVIDE EXHAUST FAN THERMOSTAT WIRED TO EXHAUST FAN WITH FAN FAILURE ALARM CONTACT. WIRE FAN FAILURE ALARM TO SIEMENS CMCS PANEL. ® PROVIDE CONDUIT AND CONDUCTORS FROM EXHAUST FAN FAILURE ALARM CONTACT TO SIEMENS CMCS PANEL. 9� PROVIDE CONDUIT AND CONDUCTORS FOR BATTERY MONITORING SYSTEM NETWORK CONNECTION, BATTERY CHARGER #1 SUMMARY ALARMS, BATTERY CHARGER #2 SUMMARY ALARMS AND HYDROGEN ALARM. SEE 9-58-E503. 10 PROVIDE CONDUIT AND CONDUCTORS FOR ALARM CONTACTS TO SIEMENS CMCS PANEL. SEE 9-58-E503. REVIEVILD FOR 1 L PROVIDE CONDUIT AND CONDUCTORS FOR ALARM CODE COMPLIANCE CONTACTS TO ION 7650 1/0 INPUTS. SEE APPROVED 9-58-E503. LIAR 082019 D�::, PROVIDE NEW CAT6 CABLE AND CONDUIT BETWEEN NEW NETWORK SWITCH AND ION 7650. RECEIVED City of Tukwila CITY OF TUKwII A BUILDING DIVISION REFERENCE DRAWINGS JAN252019 PERMIT CENTER ISSUE FOR PERMIT CASNEEngineering JAN VARY 18 2019 3545 FACTOPoA BOULEVARD SE, SUITE 200 BELLEWE WA 98006 ! (425) 522-1000 WWW.CASNE.COM JOB NO. 171-082 m SyM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTVTLE CURRENT REVISION SYMBOL _ DATE �11�i E. CL,�$4 ACCEPTABILITY S.GARRETT 11.13.17 YARD CMCS PLAN o1.18.19 09—YD SWITCHGEAR 33621 CASNE SHG 01.18.19 �� 0 THIS DESIGN ANDPRO CHECKE ® Fu 5k7�� SPECIFICATION IS APPROVED TITLE SHEETEffGHTEEFF- C� APPROVED BY DEPT. DATE S.GARRErT 11.13.17 E 12 H CHECKED 0 APP V D NORTH SUBSTATION JOB NO. COMP NO. 35276 33621 n ' .s ✓ APPROVED SWITCHYADR 9-58 DEV. CENTER, WA 11 NO. 09-058-E6 NORTH SWITCHYARD GROUNDING SCALE: 1 /4"=1'—O" !/ DWG COPIED FROM 109-000-2073-E6 LEGEND O GROUND ROD 8FOOT j COPPER CLAD — TOP OF ROD 12" BELOW GRADE —G BARE COPPER GROUND WIRE #4/0, #2 TO FENCE GROUND GENERAL NOTES 0 CONSTRUCTION NOTES PROVIDE 4/0 CU BARE GROUNDING CONDUCTOR UNDERGROUND TO BATTERY HOUSE GROUNDING PAD AS SHOWN. REFER TO MANUFACTURER DRAWINGS FOR GROUND PAD LOCATIONS AND TERMINATION TYPE. 2� CLEAN, PREP AND CAD WELD CONDUCTOR TO EXISTING GROUND GRID. PROVIDE 4/0 GROUND CONDUCTOR TO EQUIPMENT BUS BAR. ® RECONNECT EXISTING FENCE AND GATE GROUNDS TO NEW FENCE. #2/0 IN DUCT BANK TO SCL VAULT — SEE 09—YRD—E606 REFERENCE DRAWINGS 09-058—E4 09-058—E500 09—YRD—E606 5TVIFF .. REVIEWED FOR CODE COi .-PLIANCE APPROVED D MAR 082019 RECEIVED CITY OF TUKWILA City of Tukwila JAN 2 5 2019 BUILDING DIVISION pERtn{T GENT ER 0 i i ISSUE FOR PERMIT CCASNEEngineering JANUARY 18 2019 3545 FACTLLE BOULEVARD SE, SUITE 200 s>➢ 1 (425) 522-1000 BEEWWW.CASNE.COMWE, WA OO6J06 NO. 171-082 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ty. DRAWN DATE SUBME CURRENT REVISION SYMBOL DATE p wnsh,'. %t ACCEPTABILITY D. OTTEN 08.14.15 YARD GROUNDING PLAN A 01.18.19 V �J� ��, THIS DESIGN AND/OR CHECKED A 09—YD SWITCHGEAR 33621 CASNE SHG 01.18.19 SPECIFICATION IS APPROVED SHEET ENGINEER n y APPROVED BY DEPT. DATE JENSEN T E9 ♦0 CHECKED 35276 APPROVED NORTH SUBSTATION JOB NO. COMP NO. `SS16FtA� k APPROVED SWITCHYADR 9-58 DEV. CENTER, WA DWG NO. 09-058—E9 x9mil l NORTH SWITCHYARD LIGHTING PLAN SCALE: 1/4"=1'—O" LED LIGHT FIXTURE i PHILIPS LPW7 EXTERIOR PHOTOCELL CONTROLLED LED FIXTURE. GENERAL NOTES 1. ALL CONDUIT TO BE i"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3, THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600—VOLTS OR LESS. 120 208V 277 480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. CONSTRUCTION NOTES PROVIDE LED LIGHT STRIP TO REPLACE EXISTING FIXTURE. TIE TO EXISTING LIGHTING CIRCUIT. SEE 13.8kV SWITCHGEAR SPECIFICATION FOR DETAILS. L,- PROVIDE EXTERIOR MOUNTED PHILIPS LPW7, PHOTOCELL CONTROLLED FIXTURE ABOVE DOOR. EXTEND CIRCUIT AS SHOWN FROM 120V STANDBY PANEL. 3� LIGHTS PROVIDED WITH BATTERY HOUSE. ar► 0 REVIEVIED Fair CODE COMPLIANCE APPROVED City of Tukwila REFERENCE DRAWINGS CITY OFTIUKWILA BUILDING DIVISION JAN 2 5 2019 PERrvII I i.ti',II ER ISSUE FOR PERMIT CA'SNEEngineering JAN UARY 18 20193545 FACTORIA BOULEVARD SE., SUITE 200 BELLEWE, WA 98006 F('25) a a 7 522-1000 WWWCASNE.COM JOB NO. 171-082 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE t� '1 ~ tl- t ACCEPTABILITY DRAWN D. MEN DATE 05.27.16 SUBTITLE CURRENT REVISION - 33621 SYMBOL A DATE 01.18.19 m SYM r1AS G w{ ft/y16 A �� THIS DESIGN AND/OR SPECIFICATION IS APPROVED YARD LIGHTING PLAN C� K A 09-YD SWITCHGEAR 33621 CASNE SHG 01.1$.19 SHEET E 10 o APPROVED BY DEPT. DATE ENG JENSEN INEER T1I,_E 0 0� sres � l: "" NORTH SUBSTATION SWITCHYADR 9-58 DEV. CENTER, WAI CHECKED APPROVED JOB NO. COMP NO. APPROVED DWG NO. 09-058—E10 NORTH SWITCHYARD 120Z240V POWER SCALE: 1/4"=1'-O" i n vl i RIM GENERAL NOTES 1. ALL CONDUIT TO BE 2"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600-VOLTS OR LESS. 120 208V 277 480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. m o1q__ (01-- REVIEV"ED FOR CODE C01A;PLIANCE APPROVED MAR 0 8 2019 City of Tukwila BUILDING DIVISION CONSTRUCTION NOTES PROVIDE CONDUIT, CONDUCTORS AND 50A BREAKER FOR SERVICE TO REMOTE BATTERY HOUSE PANEL AC1. 2� PROVIDE CONDUIT, CONDUCTORS AND 60A BREAKER FOR SERVICE TO REMOTE BATTERY HOUSE PANEL 9-58-BH1 FOR BATTERY CHARGER B AND BATTERY HOUSE HVAC. PROVIDE CONDUIT AND CONDUCTORS FOR 48VDC SERVICE FROM BATTERY HOUSE BATTERY SELECTOR TO SWITCHGEAR. ® PROVIDE JUNCTION BOX TO CONNECT REMOTE BATTERY HOUSE DC POWER FEED TO EXISTING DC SWITCHGEAR CONDUCTORS. 5� PROVIDE CONDUIT, CONDUCTORS, AND 30A LOCKABLE MOTOR RATED DISCONNECT SWITCH FOR EXHAUST FAN AND THERMOSTAT CONTROLLER. REFER TO MECHANICAL DRAWING 9-58-MlO FOR FAN DETAILS. © PROVIDE CONDUIT AND CONDUCTORS TO POWER SIEMENS CMCS PANEL. COORDINATE REQUIREMENTS WITH SIEMENS. RECEIVED CITY OF TUKWIL REFERENCE DRAWINGS JAN25Y019 09-058-E110 PEWIT CENTER 09-058-E500 - ISSUE FOR PERMIT CASNEEngineering 3545 FA BOULEVARDSE., SUITE 200 ,_ey JANUARY 1 L 20 1 a! BORIA BELLE UE, WA WA 98006 ,. p (425) 522-1000 WWWCASNE.COM JOB NO. 171-082 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE t� , .. t i N1S �' Nay' Je�v ACCEPTABILITY DESIGN AND/OR DRAWN D. OTTEN DATE 05.27.16 SUBTITLE YARD 120/240 VOLT POWER PLAN CURRENT REVISION 33621 SYMBOL A DATE 01.18.19 K A 09-YD SWITCHGEAR 33521 CASNE SHG 01.18.19 . �� SPECIFICATION SHEET C O O APPROVED BY DEPT. DATE JENSEN TREE CH CHECKED R35276 NORTH SUBSTATION APPROVED JOB NO. COMP NO. SWITCHYADR 9-58 DEV. CENTER, WA DWG No. 09-058-E60 LEGEND n 09-YD SWITCHGEAR REVISION BY I APPROVED I DATE SYM 336211 CASNE I SHG 1 01,18.19 NORTH SWITCHYARD 480V POWER SCALE: 1 /4"=1'—O" REVISION BY I APPROVED I DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICAT ON IS APPROVED APPROVED BY I DEPT.7 D SUBTITLE 9-58 REVIEV"CD i-OR I1p?L CODE COIANCE APPROVED 11AZ City of Tukwila BUILDING DIVISION GENERAL NOTES 1. ALL CONDUIT TO BE 1"E.M.T. UNLESS OTHERWISE NOTED. 2, ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600—VOLTS OR LESS. 120 208V 277 480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG—IN CIRCUIT BREAKERS ON BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. S. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF JOB. REFERENCE DRAWINGS CITRECVED Y OFTUKWILA 09-058—E60 09-058-E500 JAN 2 5 2019 PERtr11T CENTER ISSUE ■ ■ ■ MIT JANUARY 18,2019 We •• m CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELL.EVUE, WA 98006 (425) 522-1000 WWW.CASNE.COM JOB NO. 171-082 VISION SYMBOL A DATE 01.18.19 E110 33621 co 09-058—E110 Communication Conduits I — 3 j 4 "C PVC 1 — I "c PVC (8) 4"PVC TO MANHOLE — SEE 09—YRD—E606 4O O O ®/0 GRD 22" o 0 0 F1 F2 SECTION A -A SCALE: NONE 18° o1 O 2/0 GRD 24 O O U O O N m D QFrTIr)N1 P—P SCALE: NONE SYM REVISION B CONVERT MYLAR TO ACAD DWG N C TELEPHONE NORTH YARD SUBSTATION D 09—YD SWITCHGEAR 6 NORTH SWITCHYARD PLAN SCALE: 1 /4"=1 '—O" !/ DETAIL A DETAIL B SCALE: NONE SCALE: NONE BY APPROVED DATE SYM REVISION BY I APPROVED DATE MLS OBERT ROHLER 1/18/01 71011500 R. ROHLER B. ARMBRUST 1/23/01 33621 CASNE SHG 01.18.19 N SWITCHGEAR PAD UTILITY VAULT U10-5.2 DWG COPIED FROM 109-000-2073-E2 DRAWING DOTES 1. CONDUIT TO TERMINATE 1" ABOVE CONCRETE SLAB WITH INSULATING BUSHING OR AS NOTED. 2. CONDUIT TO BE SCHEDULE 40 PVC EXCEPT AS NOTED. 3. ASSEMBLE SWITCHGEAR PER GE DRAWINGS. MOUNT (2) PANELBOARDS AND TRANSFORMER. 4. INSTALL (3) 350 MCM 15KV CABLES FEEDER F1 TO EXISTING 26KV SWITCH TO FEED NEW TRANSFORMERS © 9-08 BLDG. 5. INSTALL (3) 4/0 15KV CABLES FEEDER F2 TO NEW TRANSFORMER FOR BLDGS 9-77 & 9-51. 6. INSTALL (4) #6 & (1) #8 GRD FROM MANHOLE TO NEW PANEL (SEE NOTE #3). 7. FEED 120/208 VOLT POWER FROM 480V PANEL VIA 15KVA TRANSFORMER (PANELS & TRANSFORMERS ARE BOEING FURNISHED). x 5" PVC 26 KV S.C.L CONSTRUCTION NOTES PROVIDE DUAL BATTERY, DUAL CHARGER, STATION BATTERY HOUSE. SEE 48 VDC BATTERY HOUSE SPECIFICATION FOR DETAILS. PROVIDE PVC COATED RIGID STEEL UNDERGROUND CONDUIT AND CONDUCTORS AS SHOWN. STUB UP BATTERY HOUSE CONDUITS NEXT TO SWITCHGEAR PAD AND PENETRATE SIDE OF SWITCHGEAR. SEAL ALL CONDUIT PENETRATIONS. 09-058—E4 90-058—E9 09—YRD—E502 09—YRD—E606 09—YRD—E607 NORTH YARD SUBSTATION ALUMINUM CONDUIT(S) ° ° °'6"yO SUBSTATION _0000 GRAVEL— 0000 0000 0000 000o CONCRETE FOUNDATION GROUNDING BUSHING 24 ON STEEL CONDUIT SOIL- 5 "C RIGID STEEL 48" RADIUS MIN UTILITY VAULT SCALE: NONE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. D ROHLER 101-22-01 10-01-90 ROHLER 01-22-01 DETAIL C SCALE: NONE ISSUE FOR PERMIT JAN UARY 18, 2019 YARD PLAN VIEW AND DETAILS REVIEVVED FOR CODE COEVI?LIANCE APPROVED P1nR 08 ^013 City of Tukwila BUILDING DIVISION NORTH SUBSTATION YARD DEV. CENTER, WA RECEIVED CITY OF TUKWILA JAN 2 5 2019 PERtuIIT CENTER CASNEEngineering 3545 FACTORIA BOULEVARD SE., SURE 20o BELLEWE, WA 98006 (425) 522-1000 WWW.CASNE.COM JOB NO. 171-082 VISION SYMBOL DATE 33621 D 01.18.19 E500 COMP NO. 891463-01 09-058—E500 LEGEND BATTERY A DISCONNECT BATTERY A CHARGER EMERG. EXIT LIGHT OUTDOOR J LIGHT 36"X84" DOOR BLUE AND AMBER ALARM BEACONS POWER DISTRIBUTION BLOCK BATTERY B DISCONNECT BATTERY B CHARGER 80.26" HVAC EYEWASH I I BATTERY STATION RACK A -BATTERY MANAGEMENT SYSTEM TIE BREAKER 100A BEST BATTERY SELECTOR BATTERY MOTORIZED RACK B f DAMPER PANEL AC1-J '-PANEL 9-58-BH1 BATTERY HOUSE FLOOR PLAN (-A_-� SCALE: 1 /2" = 1' E500 E501 n I ® 2"C CAT6 TO NETWORK SWITCH IN 15KV SWITCHGEAR BLDG. 2"C 3#6 #10GND <'2 C>BATTERY HOUSE ACT 1ODA 4 C 120/240V 50A MCB MULTIPLE CIRCUITS TO LIGHTS, RECEPTACLES, HYDROGEN ALARM, EXHAUST FAN, ETC. BATTERY CHARGER 4 A TIE BREAKER 12A 4 N.O. (+) 100A FUSED DC 4 DISCONNECT 48VDC t* l-) I 48VDC 1 BATTERY "A" I I 2"C 3#6 #10GND `3 9-58-BH1 100A 120/240V 60A MCB BATTERY CHARGER "B, 12A 1ODA FUSED DC DISCONNECT 48VDC - 1 I 48VDC BATTERY "B" I BATTERY I SELECTOR 4 I I I 1 I I I 4 I ( 2 J-BOX I I I BATTERY HOUSE ONE -LINE SCALE: NONE E4 E50T 2"C 2#3/0 48VDC � TO 15KV SWITCHGEAR Q GENERAL NOTES CONDUCTORS BETWEEN BATTERY SELECTOR AND TERMINAL BLOCK IN 13.8KV SWITCHGEAR MUST BE CONTINUOUS WITHOUT SPLICES. SEPARATE JUNCTION BOX FOR NEUTRAL CONDUCTORS. REFERENCE DRAWINGS 9-YD-E4N 9-58-E500 CONSTRUCTION NOTES [j-� PROVIDE EATON SUBSTATION BATTERY HOUSE WITH (2) BATTERY CHARGERS AND (2) BATTERY BANKS. SEE SPECIFICATIONS FOR DETAILS. PROVIDE CONDUIT AND CU CONDUCTORS FROM 13.8KV SWITCHGEAR STANDBY PANEL 120V TO BATTERY HOUSE PANEL AC1. 3�- PROVIDE CONDUIT AND CONDUCTORS AS SHOWN FROM 13.8KV SWITCHGEAR CPT PANEL TO BATTERY HOUSE PANEL 9-58-BH1. V EQUIPMENT PROVIDED WITH EATON BATTERY HOUSE. PROVIDE CONDUIT AND CONDUCTORS FROM BATTERY ISOLATOR INSIDE VENDOR PROVIDED BATTERY HOUSE TO 48VDC TERMINALS IN 13.8KV SWITCHGEAR. SEE MANUFACTURER DRAWINGS FOR 48VDC CONNECTION POINT. l PROVIDE CAT6 CABLE AND CONDUIT BETWEEN 13.8KV SWITCHGEAR AND EQUALINK BATTERY MANAGEMENT SYSTEM. REVIE1k,-& FOR CODE CO3VIPLIANCE APPROVED FIAT\ 08 2D13 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 5 2019 PERMIT CENTER r ISSUE FOR PERMIT CAS%VEEngineering JANUARY 18 2019 3545 FACTORIA BOULEVARD SE., SUITE 200 WA 98006 BEWWWCASNE.COM pp 7 (425) 522-1000 JOB NO 171-082 m SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE v�" WA $y lT RtiU ACT ACCEPTABILITY THIS DESIGN AND/OR DRAWN S. GARRETT DATE 08.17.17 SUBTITLE BATTERY HOUSE ONE -LINE AND PLAN VIEW CURRENT REVISION 33621 SYMBOL DATE 01.18.19 D CK D - 09-YD SWITCHGEAR 33621 CASNE SHG 01.18.19 �.... f'r 36276 SPECIFICATION IS APPROVED C. O .1 .1 SHEET E5O COMP NO. APPROVED BY DEPT. DATE IN N S. GARRETT O$.17.17 TITLE NORTH SUBSTATION 66 CHECKED APPROVED JOB NO. 33621 f, � ELECTRICAL MASTER DEV. CENTER, WA \ JAPPROVED DWG No. 09-58-E541 7 ION 7650 POWER 1 METER Immolwa SCL FEEDER AUXILIARY MAIN BREAKER FEEDER #1 FEEDER #3 AUXILIARY SECTION m SECTION 103A 1 SECTION 104A m SECTION 105A (SPARE) a a UTILITY SECTION VM 3 1 5 r I I RFCT I 1 I SEL ' 0 2 CM 751 O O L� -J SEL i o 2 CM 751 so/s,El 9 MMMFE-E METER ElUTILIT ❑ FI. ❑ ❑ ❑-NI � (5�210T lol `"-�-� �`�� 1�1 UTILIT METER ❑❑ a L � G R ITS TEST °° 4 m g 86 L � G R GR m 0 0 1PB 86 ® 0 GWR W a 000 00 PB ® 0 AM ITS TEST p�g OR ITS TEST OR 52' 86 E ANCILLARY PANEL C.P.T. ITS TEST 00 Po 52AM � GWR W 0 ED 520086 0 0 0 B6 1119 � 0 ®�.,J m 8 r-----------1 i 1 5KVA CPT i GM 751 _—_ D RFRRFRI 120 j240V I 13.8KV%120-240V I I r 2 I I RFCT I CPT PANEL I I I I 2> LL _ Ji i IT 9 ----I L°J a FEEDER #2 a FEEDER #4 a SECTION 104B SECTION 105B (SPARE) L� — 48" ! 36" I 36" - 36" I 36" r 36" BREAKER RACKING MECHANISM PORT WITH SWITCHGEAR FRONT ELEVATION rA`� GE UNIT MOUNTING PINS (TYP.) SCALE: 1" = 1' E500 E502 ■�J FEEDER # 1 SECTION 104A SCL FEEDER 1 (TYP. 3) —o—� III I MAIN BREAKER - 9AX SECTION 103A UTILITY SECTION (TYP. 3) 4 1 FEEDER #2 SECTION 1048 1 (1 P. 3) 0 r-� r -� I2 1 12* ° 1 III 1 (TYP. 3) 14 SWITCHGEAR REAR ELEVATION (1) SCALE: 1" = 1' E500E502 REVISION I BY I APPROVED DATE 09—YD SWITCHGEAR 336211 CASNE I SHG 01.18.19 REVISION fJ BY I APPROVED I DATE 0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT, 1 0 In F ]1(TA AM SECTION HEATER AMMETER ® BREAKER RACKING PORT 52' TIME DELAY CONTROL SWITCH 86'g SEL LOCKOUT RELAY ITS TEST SECCU CONTROL TYPE "ITS" TEST BLOCK CM SEL-2652 TRIP COIL MONITOR GENERAL NOTES CABLES EXTENDED INTO LOWER SECTION NOT SHOWN FOR CLARITY. CONSTRUCTION NOTES PROVIDE NEW SECTION DOOR WITH SEL-751 RELAY, TIME -DELAY CONTROL SWITCH, SEL-86 LOCKOUT AND SECUCONTROL TEST BLOCK. REFER TO 15KV SWITCHGEAR SPECIFICATION FOR DETAILS. UPGRADED BREAKER CELL DOOR SHALL ACCEPT EXISTING GE REMOTE RACKING UNIT. INCLUDE GE SPECIFIC MOUNTING PINS FOR MOUNTING RACKING UNIT TO CELL. REFER TO GEK-86130 RACKING UNIT INSTRUCTIONS FOR FASTENER AND MOUNTING DETAILS. PROVIDE DC VOLTMETER TO MONITOR NEW STATION POWER SOURCE FROM BATTERY HOUSE. ® PROVIDE HEATER AMMETERS AND PUSH BUTTON TEST SWITCHES TO MONITOR HEATER CIRCUIT. REFER TO 13.8KV SWITCHGEAR SPECIFICATION FOR DETAILS. INSTALL NEW ION POWER METER IN MAIN SECTION, MONITORING MAIN BREAKER LOAD. R;- - PROVIDE NEW AC ANALOG VOLT -METER WITH SELECTOR SWITCH. Li ADD REDUNDANT TRIP COIL TO EXISTING BREAKER AND WIRE TO SEL-751 MAIN RELAY. ® PROVIDE 60A AND 20A BREAKER IN EXISTING CPT PANEL FOR BATTERY HOUSE PANEL 9-58-BH1 AND SWITCHGEAR EXHAUST FAN RESPECTIVELY. MATCH EXISTING BREAKER TYPES. ® PROVIDE BOEING WITH ADDITIONAL GE REMOTE RACKING UNIT MOUNTING PINS FOR FEEDER #3 AND FEEDER #4 DOORS. INSTALLATION PROVIDED BY OTHERS. 10 PROVIDE REPLACEMENT 12KV, 10.2 MCOV STATION CLASS ARRESTERS. PROVIDE PVC BOOTS OVER NEW CABLE TERMINATIONS. PROVIDE SEL TRIP COIL MONITORS. WIRE MONITOR CONTACT TO CORRESPONDING SEL-751 RELAY. El - NEW RELAY AND DOOR WIRING SHALL INCLUDE RE -CONNECTION OF EXISTING ANNUNCIATOR PANEL ALARMS. 14 PROVIDE RFCT KIT AND CORRESPONDING CTs. SUPPORT CTs IN PLACE WITH UNISTRUT. PROVIDE NEW LABELS FOR CELL DOOR INCLUDING FEEDER DESIGNATION. REFER TO SPECIFICATION FOR nrTA D REVi b'd G r' )R CODE Cp1P?LIANCE APPROVED PI)Yt\ 08 LE J City of Tukwila BUILDING DIVISION 6, PROVIDE ARC FLASH FIBERS FOR SEL-751 RELAYS. ROUTE FIBER FROM EACH RELAY TO ASSOCIATED BREAKER PER SEL GUIDELINES. ISSUE FOR PERMIT JANUARY 18, 2019 SWITCHGEAR ELEVATION RECEIVED CITY OF TUKWILA JAN 2 5 2019 3545 FACTORIA. BOULEVARD SE., SUITE 200 BELLEVUE, WA 88006. (425) 522-1000 WWW.CASNE.COM JOB NO. 171-082 VISION SYMBOL DATE 33621 — 01.18.19 E502 JOB NO. 33621 WA DWG NO. 09-58-E502 NORTH SUBSTATION ELECTRICAL MASTER DEV W 48VDC BATTERY 10A 1 (TYP.) A CHARGER #1 SUMMARY ALARM B CHARGER #2 SUMMARY ALARM C HYDROGEN 2% ALARM CHARGER #1 CHARGER #2 SUMMARY ALARM SUMMARY ALARM C (3) HVAC ALARM SMOKE DETI ALARM 120VAC (N) r -----�(TYP. 6) INTERPOSING RELAYS I 3 10A 20A 2 I (IN BATTERY HOUSE) I --� -- I I-I---------- 10A D BLUE A (1) 1 BEACON I I---------- 2-1---------- I B (1) 1 10A E i .._.-..--- --------- AMBER BEACON i C (1}'-�-'--------- I I L------------j EXHAUST FAN FAILURE BATTERY HOUSE ALARM SCHEMATIC (�1 SCALE: NONE E503 L� i r IN1 IN1 IN2 IN2 IN3 IN3 IN4 SIEMENS IN4 CMCS 1/0 RACK (LOCATED IN 15KV IN5 SWITCHGEAR IN5 BUILDING) IN6 IN6 IN7 IN7 IN8 IN8 INTERPOSING RELAYS I 4 (TYP. 6) I (IN BATTERY HOUSE) I I T-- --� I A (2) I I B (2) I I I I I IN1 IN1 IN2 IN2 IN3 IN3 IN4 IN4 ION 7650 (LOCATED IN 15KV SWITCHGEAR IN5 BUILDING) IN5 IN6 IN6 IN7 IN7 IN8 IN8 SWITCHGEAR BUILDING ALARM SCHEMATIC K-2-'� SCALE: NONE E503 GENERAL NOTES REFERENCE DRAWINGS 9-58—E6 2� 9-58—E501 CONSTRUCTION NOTES t'' ALARM CONTACTS AND INTERPOSING RELAYS PROVIDED BY EATON. t BEACON PROVIDED BY EATON. l� PROVIDE CONDUCTORS IN CONDUIT BETWEEN BATTERY HOUSE AND SIEMENS CMCS PANEL. I% PROVIDE CONDUCTORS IN CONDUIT BETWEEN BATTERY HOUSE AND ION 7650 1/0. Lf-' PROVIDE CONDUCTORS IN CONDUIT BETWEEN EXHAUST FAN FAILURE CONTACT AND SIEMENS CMCS PANEL. 6. TERMINAL NAMES ARE FOR REFERENCE ONLY AND WIRING IS SHOWN FOR FUNCTIONAL UNDERSTANDING ONLY. REFER TO MANUFACTURER SHOP DRAWINGS FOR EXACT TERMINAL NAMES AND NUMBERS AND FOR WIRING INSTRUCTIONS. sm REV;;zVtj-D FOR CODE CO;tPPLIANCE APPROVED fl,>~° 0 8 ^219 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TIJKWILA JAN 2 5 2019 PERFvIIT CEi,4 I EH ISSUE FOR PERMIT JECASNEEngineering JAN UARY 18 2019 3545 EACTLLA BOULEVARD SE, SUITE 200 BECCASNE.COM EVUE, WA °bJOB 7 (425) 522-1000 NO 171-052 8Y APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY DRAWN S. GARRETT °os 17.17 SUBTITLESWITCHGEAR AND BATTERY HOUSE CURRENT REVISION SYMBOL DATE 33621 01.18.19 gyM REVISION DESIGN AND/OR cKED ALARM SCHEMATIC n — 09—YD SWITCHGEAR 33621 CASNE SHG 01.18.19 ® SPETHIS CIFlCATION IS APPROVED APPROVED BY DEPT. DATE C. curTE ENGINEER S. GARREff 08.17.17 08.17.17 TITLE SHEET F (j/�/�/j�j CHECKED i� V V V NORTH SUBSTATION JOB NO. COMP N0. APPR D 33621 APPROVED ELECTRICAL MASTER DEV. CENTER, WA DWG N0. 09-58-E503 I ffirmo s EMERGENCY FROM SWBRD SB-1 GENERATOR POSI 17 / 100A BRKR 48OV277V (SEE E4a) i T n SYM REVISION - CREATED DWG FROM E4 A 09-YD SWITCHGEAR n 4"C, 4# 10 70A, 4P 4#10 Ili 6b i,222b I 1 4#6+#6GND L> 3kVA 2# 12 I I Ulu 3kVA 240/120 V _ 240/120 V PANEL MINI PANEL MINI PANEL X2112-4 POWER -ZONE XS1E1 XS2112-1 POWER -ZONE 20A 60A 20A EMERGENCY STANDBY STANDBY EMERGENCY POWER ONE -LINE BY I APPROVED I DATE I SYM ENGR I D. OTTEN j- 336211 CASNE I SHG 1 01.18.19 REVISION 4"C, 4#8 INLET PORTABLE GENERATOR CONNECTION BY I APPROVED I DATE 1"C, 3#6+#6GND i I 1-4"C, 1-4"C, 3#6 3#4+#10GND I I i 9-58 YARD I I I 1 i PNL 9-58 1 1 50A I STBY 480V I _ N SWYRD 1 4„C, 2#4 1 � 10b,12G I PANEL XSD1 0 Ulu100A 45kVA _ _ STANDBY 13a,15b 9-52 BLDG 208Y/120 V rn " I r~ 1 C, I 4#2+#2GND j 4"C, 2#10 C, MTS 2#10 100A, 4P 1OkVA 10kVA 1-"C IT _ 240/120 V = 240/120 V 4#2+#2GND 1 "C,OGND 3#8 4" C, 3#8 PANEL EOC +#1 XS2E3 100A STANDBY PANEL PANEL XS J-28 XSD1-1 45A 45A GH-28 STANDBY ID Rely 11 aall t �J 15kVA - 240/120 V 1"C, 3#4 I I I I 1 1 I PNL 9-58 I 1 70A I STBY 120V I N SWYRD 1 I I j------i------ SWITCHG AR -I 2 2"C, 3#6, #10C 13a,15b I 1 I I I AC1 I I 3 50A I I STANDBY I I BAIT HOUSE i L---------- BATTERY HOUSE 0 E EMERGENCY POWER — - - STANDBY POWER GENERAL MOTES 1. ALL CONDUIT TO BE �"E.M.T. UNLESS OTHERWISE NOTED. 2. ALL WIRE TO BE #12 THWN UNLESS OTHERWISE NOTED. 3. THE FOLLOWING COLOR CODING TO CONDUCTORS SHALL BE OBSERVED ON ALL CIRCUITS 600-VOLTS OR LESS. 120 208V 277 480V "A" PHASE (LFT BUS IN PNL) BLACK BROWN "B" PHASE (CTR BUS IN PNL) RED ORANGE "C" PHASE (RHT BUS IN PNL) BLUE YELLOW NEUTRAL WHITE GRAY EQUIPMENT GROUND GREEN 4. LARGE SIZE CONDUCTORS WHICH DO NOT HAVE COLORED JACKETS SHALL BE IDENTIFIED WHEREVER VISIBLE BY APPROPRIATELY COLORED TAPE. 5. ALL UNUSED CONDUIT AND WIRE TO BE REMOVED BACK TO SOURCE. INCLUDING PLUG-IN CIRCUIT BREAKERS ON BUSWAYS. 6. FEEDERS TO PANELS AND BUSWAYS SHOWN ON SHEETS E2 AND E3. 7. LABEL ALL RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC., WITH CIRCUIT IDENTIFICATION. 8. INSTALL REVISED PANEL SCHEDULES UPON COMPLETION OF A JOB. CONSTRUCTION NOTES PROVIDE 50A BREAKER IN EXISTING 120V PANEL FOR BATTERY HOUSE LOADS. MATCH EXISTING TYPE. P �" PROVIDE CONDUIT AND CONDUCTORS TO BATTERY HOUSE PANEL AC1. L BATTERY HOUSE AND PANEL PROVIDED BY OTHERS ISSUE FOR PERMIT JANUARY 18, 2019 ACCEPTABILITY b.OTTEN 04.25.17 t THIS DESIGN AND/OR CHECKED EMERGENCY ONE -LINE SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE D. OTTEN 04,25.17 tRLE CHECKED APPROVED BUILDING 09-051 REFERENCE DRAWINGS g s REVEEV fEBCD I -OR CODE COIV?LIANCE ,APP2OVE:D MAR 08 t.013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 2 5 2019 PERNIIT CEN T ER CASNEEngineering 3545 FACTORIA BOULEVARD SE, SUNS 200 BELLEVUE WA 98006 (425) 522-1000 WWW.CA&VE.COM JOB NO. 171-082 VISION SYMBOL DATE 33621 A 01`18,19 E5 Li ELECTRICAL MASTER DEV. WAI ' - 09-051-E5