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Home My WebLink AboutPermit D19-0187 - BOEING #13-03 - YARDBOEING #13-03 - YARD 10002 E MARGINAL WAY S EXPIRED 01/14/2020 D19-0187 Parcel No: Address: �~^�xx ~�� Tukwila ^~U~V�vv oU�m^w�Uoa Department of Community Development 63VOSouthcenterBoulevard, Suite #1OU Tukwila, Washington 9D188 Phpne:2O6'431'367V Inspection Request Line: 206'438'9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0003400021 1DOOZEMARGINAL WAY 3 Project Name: 8OE|N5#13-O3'YARD Permit Number: D19'0187 Issue Date: 7/16/2019 Permit Expires On: 1/12/2020 Owner: Contact Person: Name: Contractor: Name: License No: Lender: 8OBNGCOMPANY THE POBOX ]7O7M/CZO-59PROPERTY MARTIN PROBST POBOX 3707 M/C 46-2O8'SEA ||LE, WA, 98124 Phone: (206)852-4985 SEQUOYAMELECTRIC LL[(GENERAU Phone: (425)814'6000 l5l35NE92ST.REDMOND, WA, 98052 SEQUOEL976B9 Expiration Date: 1/30/2021 THE BOEING COMPANY POBOX 3707; M/C46-2U8'3EAT[ E, WA, 98124 DESCRIPTION OFWORK: REMOVE EXISTING DOGHOUSE AND UNDERGROUND VAULT. REMOVE EXISTING UTILITY STAND, INSTALL FOQ (FOREIGN OBJECT DEBRIS) FENCE. REMOVE EXISTING CONCRETE PAVING. REMOVE EXISTING ASPHALT PAVING. SAvV[UTPAVEMENT AS SHOWN ONDRAWINGS ATFULL DEPTH UNLESS OTHERWISE NOTED. INSTALL PRECAST CONCRETE VAULT PER DETAIL C530 AND UTULITY STAND PER DETAIL C529. RESTORE ASPHALT AND PAVEMENT. ELECTRICAL WORK NOT PREFORMED UNDER THIS PERMIT AND APPLIED FOR SEPARATELY DY3EQUOYAM ELECTRIC. Project Valuation: $54,229.00 Type ofFire Protection: Sprinklers: Fire Alarm: Type ofConstruction: Electrical Service Provided by: TUKWILA FeesCnUec0ecl� $20,308.33 Occupancy per IBC: U Water District: TUKVV|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: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 210 Fill: 210 Number: 0 Permit Center Authorized Signature: )(Merl Date: I I hearby certify that I have read and examined this permit and know the. ame to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: / css, Date: 7,/ c/ 24D(/' 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*** 2: 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: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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 tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ufTukwila Building Department (ZO6~431,3670), 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued tobeapermit for, oron 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 of the City ofTukwila shall not bevalid, The issuance ofapermit based onconstruction documents and other damshaUnotpreventthe8ui|dingOfOda|hnmrequihngtheoonnctinnofennm|n the construction documents and other data. 9: All mechanical work shall beinspected and approved under a separate permit issued bythe City ofTukwila Permit Center (ZO6/431,367O). 10: * * *PUBLIC WORKS PERMIT CONDITIONS*** 11: Call to schedule mandatory pre -construction meeting with Dave Stuckle, Public Works Inspector, (206) 433- 0179. 12: Schedule and attend a Preconstruction Meeting with the Public Works Department prior to start ofwork under this permit. Toschedule, call Public Works at(2O6)4]3'OI79. 13: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion ofwork atleast Z4hours inadvance. All inspection requests for utility work must also be made Z4hours inadvance. 14: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 8l1orl8004Z4-555l 15: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:OOp.m.and weekends. lG: Nowork under this permit during weekend hours without prior approval byPublic Works, Coordinate with the Public Works Inspector. 17: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall besubmitted tothe Inspector for prior approval. 18: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep orotherwise clean streets tothe satisfaction ofPublic Works each night around hauling route (No flushing aUowed). Notify Public Works Inspector before lZ:UU Noon onFriday preceding any weekend work. 19: Any material spilled onto any street shall becleaned upimmediately. 20: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site nrinto existing drainage facilities. Il: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior tothe Final Inspection. ZZ: The Land Altering Permit Fee |sbased upon onestimated 2lO cubic yards ofcut and 2l0 cubic yards offill. if the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference inpermit fee prior tothe Final Inspection. 23: From October I through April 30, cover any lopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours, During this time period, cover ormulch other disturbed areas, |fthey will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 24: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly, All disturbed areas of the site shall be permanently stabilized prior to final construction approval. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2V6)43D-935n 1700 BUILDING FINAL" 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0201 FOOTING 5040 LAND ALTERING 5230 PAVING AND RESTORE 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 4037 SI-CAST-IN-PLACE 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4004 SI-WELDING CITY OF TUK A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit So. +- 01 1 Project No. Date Application Accepted: (P'- 1' Date Application Expires: 12 ~ 1),- t ct (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 Site Address: 10002 E Marginal Way South Tenant Name: The Boeing Company King Co Assessor's Tax No.: 0003400021 Suite Number: 13-YD Floor: Yard 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 Address: PO Box 3707; M/C 46-208 City: Seattle State: Wa Zip: 98124 Phone: (206) 852-4985 Fax: Email: martin.r.probst@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: Sequoyah Electric Address: 15135 NE 92nd St City: Redmond State: WA Zip: 98052 Phone: (425) 766-3414 Fax: Contr Reg No.: SEQUOEL976B9 Exp Date: 01/30/2021 Tukwila Business License No.: New Tenant: ❑ Yes m ..No ARCHITECT OF RECORD Company Name: Sitts & Hill. Architect Name: Brent Leslie Address: 4815 Center St. City: Tacoma State: WA Zip: 98409 Phone: (253) 474-9449 Fax: Email: brentl@sittshill.com ENGINEER OF RECORD Company Name: Casne Engineering Engineer Name: Curtis Clute Address: 3545 Factoria Blvd SE, Suite 200 City: Bellevue State: WA Zip: 98006 Phone: (425) 522-1000 Fax: Email: curtis.clute@casne.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 H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11. docx Revised: August 2011 bh Page 1 of 4 BUILDING PERMIT INFORMAT — 206-431-3670 54,229 Valuation of Project (contractor's bid price): $ Existing Building Valuation: $ 0 Describe the scope of work (please provide detailed information): Remove existing doghouse and underground vault. Remove existing utility stand. Install FOD (Foreign Object Debris) fence. Remove existing concrete paving. Remove existing asphalt paving. Sawcut pavement as shown on drawings at full depth unless otherwise noted. Install precast concrete vault per detail C530, and utility stand per detail C529. Restore asphalt and pavement. Electrical work not performed under this permit and applied for separately by Sequoyah Electric. Will there be new rack storage? 0 Yes O.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 4,300 0 0 0 N/A N/A 7nd 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): 1,052,845 Floor area of principal dwelling: 0 Floor area of accessory dwelling: 0 *I'rovide 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: 0 Handicap: Compact: Will there be a change in use? 0 Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm D None 11] Other (specify) airport halon Will there be storage or use of flarnmable, combustible or hazardous materials in the building? 0.......Yes .......No 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. HAApplicationsWorms-Applications On Linc\201 I Applications \Permit Application Revised - 8-9.11.docx Revised: August 2011 bh Page 2 of 4 IC WORKS PERMIT INF /IATION 206-433-0179 Scope of Work (please provide detailed information): Remove existing doghouse and underground vault. Remove existing utility stand. Install FOD (Foreign Object Debris) fence. Remove existing concrete paving. Remove existing asphalt paving. Sawcut pavement as shown on drawings at full depth unless otherwise noted. Install precast concrete vault per detail C530, and utility stand per detail C529. Restore asphalt and pavement. Electrical work not performed under this permit and applied for separately by Sequoyah Electric. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District IZ ...Tukwila ... Water District #125 0 _Water Availability Provided Sewer District LZJ ...Tukwila El ...Valley View El ...Sewer Use Certificate 0.-Sewer Availability Provided Highline 0 .. Renton .. Renton 0 .. Seattle Septic System: El 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 apply): 21 ...Civil Plans (Maximum Paper Size - 22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 Easement(s) Geotechnical Report .. Maintenance Agreement(s) 0...Traffic Impact Analysis 0... Hold Harmless - (SAO) El ...Hold Harmless - (ROW) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 .. Right-of-way Use - Profit for less than 72 hours Ej ...Right-of-way Use - No Disturbance 0 .. Right-of-way Use - Potential Disturbance VI ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ...Total Cut 210 cubic yards 0 .. Work in Flood Zone 0 ...Total Fill 210 cubic yards 0 .. Storm Drainage 0 ...Sanitary Side Sewer 0 ...Cap or Remove Utilities El ...Frontage Improvements 0 ...Traffic Control D-Backflow Prevention - Fire Protection Irrigation Domestic Water O .. Abandon Septic Tank o .. Curb Cut o .. Pavement Cut .. • Looped Fire Line 0 .. Grease Interceptor Channelization .. • Trench Excavation .. • Utility Undergrounding 0 ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # El ...Water Only Meter Size......,,..,,WO # 0...Deduct Water Meter Size 0 ...Sewer Main Extension__ ........ Public 0 Private O ...Water Main Extension PublicPrivate FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip liAApplicalionsTorms-Applications On Line \ 20 I 1 ApplicationsTermii Application Revised. 8-9-t Islocx Revised; August 2011 bh Page 3 of 4 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). I HEREBY CERTIFY THAT 1 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. BUILDING 0 N R OR AUT ll *IZE AGENT: Signature: 12. / Date: Print 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 State hp HAAppl icai ions \Forrns-Applications On Line12011 Applicationaermil Application Revised 0-9-11.doca Revised. August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Stall 72 Replace Conduit PERMIT # Dic)- oval If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization $37,541.00 Erosion prevention $26,815.00 Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements $418,314.00 3 Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume 210 cubic yards Enter total fill volume 210 cubic yards $482,670.00 $250 (1) $2,500.00 $2,000.00 Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. $5,740.05 10,240.05 (4) QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 00 $23.50 10l-1000 $37.00 1,001 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or a 'o thereof. 100,001 — 200,000 $269.75 or 1ST 100,000, PLUS $13.25 for ach additional 10,000 or a 'o thereof. 200,001 or more $402.25 for isr 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ 37.00 (5) 10,527.05 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. RECEIVED CITY OF TUKWILA JUN I I 2019 PERMIT CENTER Approved 09.25.02 Last Revised 02/21/17 ovin °r✓ BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION io PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) 10,240.05 (6) 7. Pavement Mitigation Fee $ 0.00 (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 1 B to estimate the p Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100%) $10.00 15-10 (75%) $7.50 10-7 (50%) $5.00 7-5 (33%) $3.30 5-2 (25%) $2.50 2-1 (10%) $1.00 0-1 $0.00 8. GRADING Permit Issuance/Inspection Fee Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 —100 $37.00 101 —1,000 $37.00 for 1st 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1st 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 — 100,000 $325.00 for the 1st 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for 1st 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. 9. Technology Fee (5% of 6+8) A2pro A1,139:25.0i tt Last Revised 02/21/17 1 2 0.00 (8) 512.00 (9) BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees • 10. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($52.50 — includes Technology Fee) $0.00 C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al $0.00 $0.00 $0.00 $0.00 Total A through E 0.00 (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ 0.00 B. Allentown Sewer (Ordinance 1777) $ 0.00 C. Ryan Hill Water (Ordinance 1777) 0.00 D. Allentown/Foster Pt Water (Ord 2177) $ 0.00 E. Allentown/Foster Pt Sewer (Ord 2177) $ 0.00 F. Special Connection (TMC Title 14) $ 0.00 G . Duwam sh 0.00 H. Transportation Mitigation 0.00 I. Other Fees 0.00 Total A through I $ DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 0.00 (10) 10,752.05 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2017 - 12.31.2017 Total Fee 0.75 $625 $6005 $6630 1 $1125 $15,012.50 $16,137.50 1.5 $2425 $30,025 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporary Meter 0.75" $300 2.5" $1,500 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $18,432.42 D19-0187 Address: 10002 E MARGINAL WAY S Apn: 0003400021 $18,432.42 Credit Card Fee $536.87 Credit Card Fee R000 69.908 00.00 0.00 $536,87 DEVELOPMENT $17,480.10 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $8,740.05 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $8,740.05 PUBLIC WORKS $359.00 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $37.00 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $72.00 TECHNOLOGY FEE $56.45 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18125 R000.322.900.04.00 0.00 $56.45 $18,432.42 Date Paid: Tuesday, July 16, 2019 Paid By: MARTIN PROBST Pay Method: CREDIT CARD 008075 Printed: Tuesday, July 16, 2019 10:18 AM 1 of 1 YSTEMS COTUKwILA ETR4KIT 8280 SOUTHCENTER BLVo TuxwzLx' wx 98188 206'433'1870 CITY OF TUKWILA 0817340000802574464500 Date: 07/16/2019 I0:18:26 mn CREDIT CARD 5&L[ MASTERCARD Cx80 NUMBER: **********9321 K TKAN AMOUNT: $18^432.42 APPROVAL [o: 808875 8[[0nn #: 000 [B:K ID: Rachelle x {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT x[[0RDzN6 TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Cony CO TVKWILA ETRAKIT C-200 50UTH[ENTER BLVD TUKwILA, W4 98I88 206-4B'1870 CITY OF TUKWILA Date: 97/16/2019 I0:18:26 4n [xsnzT [Anu SALE M4STEx[ARC [«nu NUMeLx: *********9321 K TR4N AMOU,T: $18,432.42 APPROVAL CD: 808875 RECORD #: 808 CLERK ID: KacheIle Thank you! Customer Copy Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,876.51 D19-0187 Address: 10002 E MARGINAL WAY S Apn: 000 400021 $1,876.51 Credit Card Fee $54.66 Credit Card Fee R000.369.908.00.00 0.00 $54.66 DEVELOPMENT $1,769.00 PERMIT FEE R000.322.100.00.00 0.00 $1,056.97 PLAN CHECK FEE R000.345.830.00.00 0.00 $687.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $52.85 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17855 R000.322.900.04.00 0.00 $52.85 $1,876.51 Date Paid: Tuesday, June 11, 2019 Paid By: MARTIN PR.OBST Pay Method: CREDIT CARD 066518 INIMMINIIIIONIMMIIIMI110110110111111•1111110111111111b Printed: Tuesday, June 11, 2019 9:27 AM 1 of 1 5Y5TEM5 CO TUKWILu ETKAKIT 6280 SOUTH{ENTEK 8LVD TUKWIL4^ WA 98188 286-433'1870 CITY OF TUKWILA Date: 08/11/2019 09:26:I9 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: *****~****9321 K TKAN AMOUNT: $1'876.51 APPROVAL CD: 066518 RECORD #' 000 CLERK ID: kandace Thank you! Customer Copy APN#: 0003400021 1002 E. Marginal Way South, Tukwila, WA 98108 PARCEL DATA Parcel 000340-0021 Jurisdiction ; TUKWILA -1 } 'Name BOEING COMPANY THE Levy Code 2430 Site Address 10008 EAST MARGINAL WAY S 98108 'Property Type T Geo Area 35-65 Plat Block / Building Number Spec Area , 625-5 Plat Lot / Unit Number Property Name BOEI4G MILITARY FLIGHT CENTER Quarter•Section•TownshimRange E-4 -23-4 Legal Description GROW TIMOTHY-D C # 44 & k48 POR BEG ON ELY LN E MARGINAL WAY AT PT 394 FT N OF S LN OF DC TH E 400 FT TH S 100 FT TH E TO PT 101.89 FT W OF E LN SEC 4-23-4 TH N 08-12-10 W 255.48 FT TO S LN NORFOLK ST TH E ALG SD 5 LN TO SLY PROD OF WLY LN OF BOEING FIELD EXT # 426208 TH NLY ALG WLY LN SD EXT & PROD THEREOF TO A T N 66-17-15 E OF NXN OF N LN OF SEC 4-23-4 & ELY LN OF E MARGINAL WAY TH S 66-17-15 W 596.64 FT TO ELY LN OF SD E MARGINAL WAY TH SLY ALG SD ELY LN TO BEG LESS POR FOR STS LESS POR LY SLY OF SELY MGN OF 5 NORFOLK ST City of Tukwila Department of Community Development 12/3/2019 MARTIN PROBST PO BOX 3707; M/C: 46-208 SEATTLE, WA 98124 RE; Permit No. D19-0187 BOEING #13-03 - YARD 10002 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 1/12/2020. 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 1/12/2020, 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: DI9-0187 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: D19-0187 DATE: 06/11/19 PROJECT NAME: BOEING #13-03 - YARD SITE ADDRESS: 10002 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Pei mit Issued DEPARTMENTS: Atigi 0 1 41 Yl Building Division AI 14 Vub ic Works Fire Preven Structural 11- ion el n tottilm Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/13/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 07/11/19 Approved with Conditions Denied (ie: Zoning Issues) j REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire El Ping 0 PW [I] Staff Initials: 12/18/2013 SEQUOYAH ELECTRIC LLC EVal-101 GOIltaCt rch L&I Page 1 of 2 Safety & Health Claims & Insurance 0 Washington State Department of Labor & industries A -A I wiex Flip vly 1,&1 Workplace Rights Trades & Lcensing SEQUOYAH ELECTRIC LLC Owner or tradesperson Principals NICHOLS, DAVID E, PARTNER/MEMBER GHASSEMI, MAHMOOD, PARTNER/MEMBER CASINO, JEFFREY PETER, PARTNER/MEMBER Angeline, Scott Ronald, PARTNER/MEMBER NICHOLS, CHRISTOPHER R, PARTNER/MEMBER TROCANO, FREDERICK "RICK" CHAR, PARTNER/MEMBER NAGEL, CHERYL LYNN, PARTNER/MEMBER HOLDEN, MARLIN, PARTNER/MEMBER (End: 09/30/2003) GRINNELL, JACK, PARTNER/MEMBER (End: 09/30/2003) ADAMS, MATT, PARTNER/MEMBER (End: 09/30/2003) CORPORATION SERVICE CO, PARTNER/MEMBER (End: 09/30/2003) Doing business as SEQUOYAH ELECTRIC LLC WA UBI No 602 252 591 15135 NE 92nd St REDMOND, WA 98052 425-814-6000 KING County Business type Limited Liability Company Governing persons DAVID E NICHOLS MAHMOOD GHASSEMI; Certifications & Endorsements icense Workers' comp Public Works Requirements Workplace safety and health Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602252591&L1C—SEQUOEL976B9&SAW= 7/16/2019 SEQUOYAH ELECTRIC LLC fr Page 2 of 2 Washington Stale Dept. of Labor & Industries. Use of this site is subject to the laws of the stale of VVashincnon. Help us improve htins://secure.lni.wa.aov/verifv/Detail.asnx?i1131-602252591&L1C=SEOUOEL976B9&SAW= 7/16/2019 SEPARATE PERMIT RE RED FOR: Mechanicej Electrical Plumbing (� Gas Piping Citof BUILDI GTukwila DIVISION REVISIONS No changes shah be made 10 the scope of work wnnour prior a0DrOvAl of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review. VDC S BO A /2 POWER �P \\C ,OB# W558" BOEING MILITARY DELIVERY CENTER 10002 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 P =CT I\FOB V ATIO\ LAND USE CODE ZONING REPLACED IMPERVIOUS SURFACE: ESTIMATED EARTHWORK QUANTITIES: TUKWILA, WASHINGTON MANUFACTURING INDUSTRIAL CENTER/HEAVY INDUSTRIAL (MIC/H) APPROXIMATELY 4,300 SF (0.098 AC) CUT 210 CY (210 CY EXPORT) FILL 210 CY (210 CY IMPORT) TOTAL 420 CY (0 CY NET CUT) P0 =CT Iti -OR V ATIO\ SCOPE OF WORK: 1. REMOVE EXISTING WOODEN DOGHOUSE AND CONCRETE VAULT AND REPLACE WITH NEW CONCRETE VAULT. 2. REMOVE EXISTING PAVEMENT FOR THE INSTALLATION OF NEW CONDUITS. RESTORE WITH ASPHALT PAVEMENT. GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE 2015 EDITION AS AMENDED AND ADOPTED BY THE CITY OF TUKWILA. 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK AND SHALL NOTIFY THE BOEING PROJECT MANAGER OF ALL DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS. 3. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. BOEING CONTACT: SUNG CHO FACILITIES ENGINEER P. 0. BOX 3707, MS 46-206 SEATTLE, WA 98124-2207 TELEPHONE: 206-612-6953 VERTICAL DATUM: NAVD 88 BENCHMARK: CITY OF SEATTLE SNV-5296 BRASS CAP 25' S OF WHEELCHAIR RAMP AT SE CORNER OF INTERSECTION OF E MARGINAL WAY S AND S 96TH PL ELEVATION = 18.14' VI C I \ ITY MAP EAST MARGINAL WAY CORPORATE PARK 99 FROM SEATTLE—TACOMA AIRPORT V1ILITARY DELIV- T Y CENT ILITARY DELIVERY CENTER FROM DOWNTOWN SEATTLE 5 599 TUKWILA 900 FROM KENT & AUBURN ER LOCATIO\ NO SCALE EXIT 157 900 REVISION DC STALL 72 POWER UPGRADE W5581119 APPROVED 06.03.19 REVISION GRA „g D PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Approved By: 11/44 S A vn �s n ti7 Date: (,.41-1 `1 These plans have bee/reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: 61,L5I19 By. cid AREA V1AP SIT= ADDR 10002 EAST MARGIN TL KWI LA, WAS DROJ =CT SI A -SS: _ WAY SOUT I\GT0\ OXBOW PARKING LOT LOCATION MILITARY DELIVERY CENTER PROJECT SITE NO SCALE Permit No )1 ' 0i 97 Plan review approval is subject to errors ano omissions. Approval of construction documents does nor authorize the violation of any adopted COCO or ordinance Receipt of approveedd Fiel° Copy and conditions named: BY 7 Date: 6/ 2m(9 City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE Iv APPROVED JUL 03 2019 City of Tukwil BUILDING DIVISION ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT, DA N K. KREISCHER CHECKED D. DAVIS ENGINEER D. DAVIS CHECKED D. DAVIS APPROVED APPROVED INDEX 0 D AWI \G INCLUDED IN SET DRAWING NO. SHEET NO. DRAWING TITLE REV DATE CIVIL • I3—YRD—COB I3—YRD—C2B COB C2B COVER SHEET GENERAL PROJECT AND STRUCTURAL NOTES 06.03.19 06.03.19 • 13—YRD—C3B C3B COMPOSITE PLAN 06,03,19 • I3—YRD—C453R C453R ENLARGED REMOVAL PLAN 06,03.19 1 3—YRD—C453 C453 ENLARGED UTILITIES PLAN 06,03,19 13—YRD—0529 C529 MISC SECTIONS AND DETAILS 06,03,19 • I3—YRD—0530 C530 MISC SECTIONS AND DETAILS 06.03.19 Iv :CHAN CAL FRO I 3—YRD—M4R M4R MECHANICAL PLAN — REMOVAL C 06.03.19 FRO FRO FRO I3—YRD—M521R 1 3—YRD—M4 1 3—YRD—M52 1 FRO I3—YD—EIIOR FRO 13—YD—E31IR FRO FRO FRO FRO FRO FRO FRO FRO FRO FRO FRO 1 3—YD—E543-3R 1 3—YD—E624R 1 3—YD—E7A 13—YD—E110 13—YD—E311 13—YD—E53X-1 I3—YD—E53X-2 I 3—YD—E543-3 I3—YD—E550 1 3—YD—E563 I3—YD—E627 M521R M4 M521 EIIOR E3I IR E543-3R E624R E7A EI10 E31 1 E53X—I E53X-2 E543-3 E550 E563 E627 MECHANICAL DETAIL — REMOVAL MECHANICAL PLAN MECHANICAL DETAIL EL EC �ICAL ELECTRICAL SITE PLAN — 480Y/277V REMOVAL ELECTRICAL SITE PLAN — 480Y/277V REMOVAL 72 PWR ISLAND — NORTH/SOUTH ELEV — REMOVAL DETAILS FOR 72 EAST — REMOVAL SITE DATA PLAN ELECTRICAL SITE PLAN — 480Y/277V ELECTRICAL SITE PLAN — 480Y/277V SECTIONS AND DETAILS ELECTRICAL VAULTS SECTIONS AND DETAILS ELECTRICAL VAULTS 72 PWR ISLAND — NORTH/SOUTH ELEV DETAILS FOR 71/72 CABLE AND CONDUIT SCHEDULE DETAILS FOR 72 EAST ISSUE L NOT YET ISSUED PREVIOUSLY ISSUED, NOT IN THIS ISSUE IN THIS ISSUE PRELIMINARY ISSUE FOR REVIEW OR INFORMATION ONLY NOT FOR CONSTRUCTION ORIGINAL ISSUE FOR PERMIT, BID, PROCUREMENT OR CONSTRUCTION NOTE: ELECTRICAL AND MECHANICAL PERMITS APPLIED FOR SEPARATELY BY OTHERS A 05.04.18 05.04.18 05.04.18 05.04.18 sues TITLE =G =ND 0 C 0 C D B D E A D C �EIV JUN 1 2019 06.03.19 06.03.19 06.03.19 06.03.19 06.03.19 06.03.19 06.03.19 06.03.19 06.03.19 06.03.19 06.03.19 06,03.19 06.03,19 06,03.19 TUKWILA PUBLIC WORKS 06,03.19 06.03.19 DRAWING REVISION —SEE SPECIFIC DRAWING FOR NATURE OF REVISION FOR REFERENCE i6Mb, IVED CITY OF TUKWILA J U 1 1 1 2 J PERMIT CENTER ISSUED FOR PERMIT JUNE 3, 2019 COVER SHEET MDC STALL 72 POW ' UPGRAD ILITARY DELIVERY CENTER SITTS & HILL ENGINEERS, INC. CIVIL a STRUCTURAL a SURVEYING 4815 CENTER STREET 1 TACOMA• WA. 98409 PR0NE:1253)4749449 1 FAX:1253) 474-9449 pttpAtwwwsltte-kill-engineere.coml Project No.: i 17898 Project Mgr.: BKL Proj. Engineeir. SME Proj, Drafter: JDK CURRENT REVISION W5581119 SHE OB NO DWG N0. SYMBOL COB W5581119 DATE 06.03,19 COMP N0. 13—YRD—COB.DWG GENERAL PROJECT AND STRUCTURAL NOTES 1. SPOT ELEVATIONS, UNDERGROUND UTILITIES, AND SURFACE FEATURES SHOWN ON THESE PLANS ARE AS SHOWN ON TOPOGRAPHIC MAPS PREPARED BY SITTS AND HILL ENGINEERS INC. FROM FIELD WORK GATHERED IN MAY, 2017 UNDER JOB #17,381. 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 HORIZONTAL DATUM USED FOR THIS SURVEY IS WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD 83/91. 3. THE VERTICAL DATUM USED FOR THESE PLANS IS NAVD88 AND IS BASED ON THE FOLLOWING BENCHMARK: CITY OF SEATTLE SNV-5296 BRASS CAP 25' S OF WHEELCHAIR RAMP AT SE CORNER OF INTERSECTION OF E MARGINAL WAY S AND S 96TH PL ELEVATION = 18.14'. CONVERSION TO NGVD 29 DATUM - SUBTRACT ALL VERTICAL VALUES BY 3.6 TO CONVERT FROM NAVDBB DATUM TO NGVD29 DATUM. 4. BOUNDARY AND RIGHT OF WAY INFORMATION SHOWN HEREON WAS BASED ON KING COUNTY RECORD OF SURVEY RECORDING NO. 20080422900001 AND DRAWING 170-109 Al, SHEET 7 OF 11 OF DEVELOPMENTAL CENTER PLANS DATED 5-24-63. 5. 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. 6. THE LOCATION OF ALL UTILITIES SHOWN ON THIS PLAN 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. 7. 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. 8. 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. 9. THE CONTRACTOR SHALL HAVE THE FOLLOWING DOCUMENTS AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION: 9.1. CURRENT COPY OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M21-01) 9.2. 2014 EDITION OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (PUBLICATION M41-10) 9.3. FOURTH EDITION (2010) CITY OF TUKWILA PUBLIC WORKS DEPARTMENT INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS 10. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT TO PREVENT UTILITY INTERRUPTION. NOTIFY THE BOEING COMPANY ONE WEEK IN ADVANCE OF EACH UTILITY CONNECTION. 11. PRIOR TO BIDDING, IT SHALL BE THE CONTRACTORS RESPONSIBIUTY 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. 12. BOEING'S SINGLE POINT OF CONTACT THROUGHOUT THE PROJECT WILL BE BOEING'S CONSTRUCTION ADMINISTRATOR KEVIN RAMBALDINI, PHONE # 206-662-0761. 13. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION MATERIALS AND INSTALLATION PROCEDURES SHALL COMPLY WITH FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR AC 150/5370-10G "STANDARDS FOR SPECIFYING CONSTRUCTION OF AIRPORTS" (FAA). 14. PROJECT SHALL BE COMPLETED IN PHASES. UNLESS OTHERWISE INDICATED BY BOEING, IT SHALL BE ASSUMED THAT EACH WIDE BODY STALL (STALLS 74, 76, 78, AND 82) WILL BE AVAILABLE FOR A TWO -WEEK PERIOD FOR COMPLETE REMOVAL AND REPLACEMENT OF JOINT SEALANT MATERIAL THEREIN. COORDINATE WITH BOEING FOR DETAILS ON AVAILABILITY OF STALLS AND CONSTRUCTION SCHEDULING. 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 FM ADVISORY CIRCULAR 150/5370-2E FOR REVIEW AND APPROVAL BY BOEING PRIOR TO IMPLEMENTATION. 9. REQUIRED DESIGN ELEMENTS FOR TEMPORARY FOD/SECURITY FENCING ARE SHOWN ON SHEET C529. CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL THE FOD/SECURITY FENCE DESIGN PRIOR TO PLACEMENT. EROSION CONTROL NOTES 1. ON -SITE EROSION MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE OWNER SHALL BE CORRECTED BY THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS ON ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION METHODS. RESTORATION ACTIVITY WILL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THESE DRAWINGS SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION AND SHALL BE MAINTAINED UNTIL COMPLETION OF WORK. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THESE DRAWINGS NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL HAY BALES, LOOSE STRAW, SILT FENCE, OR ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/OR STORM DRAINAGE SYSTEMS. 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING 5 DAYS, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABIUZED WITH MULCHING, GRASS, PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING. 6. THE CONTRACTOR'S LICENSED SURVEYOR WILL BE RESPONSIBLE FOR FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH BRIGHT COLORED FLAGGING, PAINT, FENCING, OR OTHER VISIBLE MEANS. THE CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABLISHED ON THIS PLAN AND AS MARKED IN THE FIELD. 7. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH CURRENT KING COUNTY STANDARDS. 8. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON -SITE TO PREVENT DEBRIS, DUST AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY. 9. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EROSION CONTROL MEASURES FUNCTIONING. AFTER EACH DAY OF RAINFALL, THE CONTRACTOR SHALL INSPECT THE EROSION CONTROL FACILITIES FOR DAMAGE. IF DAMAGE HAS OCCURRED TO ANY OF THE FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY MAKE ANY NECESSARY REPAIRS IN CONFORMANCE WITH THE APPROVED PLANS. 10. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SITE'S CONSTRUCTION STORMWATER GENERAL PERMIT. 11. AS STORMWATER FEATURES ARE REMOVED DURING THE DEMOUTION PROCESS, CONTRACTOR MUST PROVIDE MEANS OF CONVEYING STORMWATER FROM ISOLATED STRUCTURES/SYSTEMS TO ON -SITE CONSTRUCTION STORMWATER FACILITIES. 12. CONTRACTOR MAY PROVIDE ASPHALT CURBING AT PERIMETER OF REMOVED PAVEMENT TO DIVERT RUNOFF TO NEARBY EXISTING STORMWATER COLLECTION SYSTEMS. 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 T0, 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. 8. ALL PAINT SHALL BE REMOVED BY MECHANICAL MEANS. NO WATER BLASTING OR GRINDING IS ALLOWED. MECHANICALLY REMOVE PAINT DEBRIS PROMPTLY AFTER PAINT REMOVAL. 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. COORDINATE WITH BOEING ON PHASING. INSTALL FOD FENCING AT INDIVIDUAL STALL WORK AREA. INSTALL TRAFFIC CONTROL DEVICES. 4. REMOVE FEATURES AS SHOWN ON REMOVAL PLANS. PREPARE CONCRETE JOINTS FOR NEW JOINT SEALANT. 5. INSTALL NEW PAVEMENT JOINT SEALANT. 6. RESTORE ALL PAINT MARKINGS REMOVED AS A RESULT OF THE JOINT SEALANT REPLACEMENT ACTIVITY. 7. CLEAN ACTIVE WORK AREA AND RELEASE STALL BACK TO BOEING. 8. REPEAT STEPS 3-7 FOR EACH STALL WORK AREA. 9. PROVIDE AS -BUILT DRAWINGS TO OWNER/ENGINEER FOR THE COMPLETION OF RECORD DRAWINGS. 10. PROCEED WITH PROJECT CLOSE-OUT. CODES AND REFERENCES: 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH STATE OF WASHINGTON AND CITY OF AUBURN AMENDMENTS AND SUPPLEMENTED WITH ASCE 7-10. ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS, U.N.O.: MATERIAL CONCRETE CONCRETE REINFORCING STRUCTURAL STEEL STRUCTURAL STEEL WELDING CONCRETE: CODE EDITION BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, ACI 318-14. 2004 ACI DETAIUNG MANUAL (ACI SP-66) INCLUDING (ACI 315) AND (ACI 315R). 14TH EDITION OF STEEL CONSTRUCTION MANUAL (RISC SCM). STRUCTURAL WELDING CODE - STEEL AWS D1.1-15. MINIMUM 28-DAY STRENGTH OF CONCRETE SHALL BE 4,000 PSI. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACT. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS, TURNDOWNS, ETC. MAXIMUM SLUMP IS 4 1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. MAXIMUM WATER/CEMENT RATIO (WA) SHALL BE 0.55 FOR GENERAL CONCRETE, AND 0.47 FOR SLABS. USE 1 1/2" MINUS COARSE AGGREGATE FOR CONCRETE 6" THICK AND GREATER; USE 3/4" MINUS COARSE AGGREGATE FOR THINNER SECTIONS. PROVIDE AIR ENTRAINMENT (5% ± 1%) IN CONCRETE EXPOSED TO FREEZE -THAW ACTION. ALL CONCRETE FLATWORK SHALL BE FIBER -REINFORCED. UNLESS OTHERWISE SHOWN ON PLANS, ALL CONCRETE SLABS ON GRADE SHALL BE BOUND BY SAWCUT CONTROL JOINTS, CONSTRUCTION JOINTS OR EXPANSION JOINTS, AS SHOWN ON THE SLAB PLANS, SUCH THAT THE ENCLOSED AREA DOES NOT EXCEED 225 SQUARE FEET. FLY ASH SHALL BE LIMITED TO 18% OF CEMENTITIOUS MATERIALS. NO FLY ASH ADDITIVES SHALL BE USED IN FLAPNORK. REINFORCING STEEL FOR CONCRETE: USE ASTM A615, GRADE 60 (FY = 60 KSI), DEFORMED BARS FOR ALL BARS. ALL GRADE 60 REINFORCING TO BE WELDED SHALL BE ASTM A706. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. ACI 318 SHALL APPLY. 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 -1 1/2" FLAT SLAB 3/4" ALL OTHER PER A.C.I. 318. LAP SPUCES IN CONCRETE: LAP SPLICES, U.N.O., SHALL BE CLASS "B" TENSION LAP SPUCES PER ACI 318. STAGGER SPLICES A MINIMUM OF (1) LAP LENGTH. ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM MOISTURE AND CORROSION. ALL SPUCE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS SHALL BE PER ACI SP-66. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90-DEGREE HOOKS, U.N.O. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. CONTROL JOINT FILLER: METGER/MCGUIRE RS-88 OR PRE -APPROVED EQUIVALENT. INSTALL A MINIMUM OF 30 DAYS AFTER SLAB POUR. REINSTALL AS REQUIRED AFTER 1 YEAR. DRYPACK: DRYPACK SHALL BE 5,000 PSI NON -SHRINK GROUT, FIVE STAR OR EQUIVALENT. INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO FLOOR INSTALLATION. STRUCTURAL STEEL: ALL CONSTRUCTION SHALL BE PER AISC-SCM. ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: HOLLOW SQUARE OR RECTANGULAR STEEL • • ASTM A500, GRADE B FY=46 KSI OR ASTM A1085• FY=50 KSI PIPE STEEL •ASTM A553, TYPE E OR S, GRADE B• • FY=42 KSI ALL OTHER STRUCTURAL STEEL SHAPES• ' • ASTM A36• - FY=36 KSI BOLTS: ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE INSTALLED WITH STEEL WASHERS AT SLOTTED HOLES IN STEEL SECTIONS, U.N.O. ALL BOLTS SHALL CONFORM TO ASTM A307, GRADE A, U.N.O. ANCHOR RODS: ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554, GRADE 55, U.N.O. EXPANSION BOLTS: ALL EXPANSION BOLTS SHALL HAVE CURRENT ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE, SUCH AS HILTI KWIK BOLT TZ (ICC ESR-1917) OR APPROVED EQUIVALENT. BOLTS SHALL BE GALVANIZED OR STAINLESS STEEL ADHESIVE ANCHORS: ALL ADHESIVE ANCHORS SHALL HAVE CURRENT ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE, SUCH AS HILTI HY 200-R (ICC ESR-3187) OR APPROVED EQUIVALENT. THREADED RODS SHALL BE GALVANIZED OR STAINLESS STEEL. ALL ANCHORS 1" DIAMETER AND LARGER SHALL BE INSTALLED WITH HIGH STRENGTH ADHESIVE SUCH AS HILTI-HIT-RE 500 V3 (ICC ESR-3814) 0R APPROVED EQUIVALENT reviewed bythe Public These plans -Rave Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorise violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal' of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: 1 Z5 $Y 1 l'( WELDING: WELDERS HOLDING VALID W.A.B.O. CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES SHALL PERFORM ALL WELDING. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS, U.N.O. FOR GRADE 60 REINFORCING BARS, USE E90 SERIES. ALL WELDING SHALL BE PER LATEST AWS STANDARDS. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. ALL FULL/COMPLETE PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. SLOTTED CHANNEL FRAMING: SLOTTED CHANNEL FRAMING MEMBERS AND CONNECTORS SHALL BE BY UNISTRUT, COOPER B-UNE, OR ACCEPTED SUBSTITUTION. PART NUMBERS INDICATED ON THE DRAWINGS ARE UNISTRUT NUMBERS. TIGHTEN BOLTS TO 50 FT-LBS OF TORQUE FOR RESISTANCE TO SLIP FOR 1/2"-13 BOLTS. ALL MEMBERS SHALL BE PAINTED PER SPECIFICATIONS. FINISHES: GENERAL SUBMIT A COMPLETE UST OF PRODUCTS PROPOSED FOR USE ON THE PROJECT. INCLUDE MSDS AND MANUFACTURERS' PRODUCT DESCRIPTIONS OF ALL MATERIALS. OBTAIN APPROVAL BEFORE PROCEEDING. SUBMIT SAMPLES OF ALL PAINTS AND FINISHES PROPOSED FOR USE ON THE PROJECT. THE CONTRACTOR SHALL COMPLY WITH ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS, AND RECOMMENDATIONS FOR THE BEST RESULTS IN THE USE OF EACH OF THEIR PRODUCTS FOR EACH CONDITION. IF THE GENERAL NOTES OR PLAN DETAILS CONFUCT WITH THE MANUFACTURERS' RECOMMENDATIONS, CONSULT WITH THE ENGINEER. USE THE SAME MANUFACTURER'S PRODUCTS FOR ALL COATS OF EACH INDIVIDUAL FINISH UNLESS OTHERWISE APPROVED BY THE ENGINEER. MATERIALS NOT SPECIFICALLY NOTED BUT REQUIRED FOR THE WORK, SUCH AS THINNERS, SHALL BE THE PRODUCT OF THE SAME MANUFACTURER AS THE FINAL COATING SYSTEM. USE TARPAULINS OR DROP CLOTHS WHEN WORKING ABOVE OR ADJACENT TO COMPLETED WORK. CLEAN ALL PAINT SPLATTERS AND STAINS FROM FINISHED SURFACES. PROTECT ALL WORK AND ADJACENT SURFACES FROM DUST OR OTHER BY-PRODUCTS OF SURFACE PREPARATION. STEEL: BOLTS: ALL BOLTS SHALL BE GALVANIZED BY THE HOT -DIP GALVANIZING PROCESS IN ACCORDANCE WITH ASTM A153 OR BY COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL IN ACCORDANCE WITH ASTM B695. AFTER HOT -DIP GALVANIZING, ALL NUTS SHALL BE OVER TAPPED BY 0.021" TO ALLOW INSTALLATION OF GALVANIZED BOLTS. BOLT HOLES SHALL BE CLEARED OF EXCESS ZINC TO ALLOW THE SPECIFIED BOLT CLEARANCES. ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE GALVANIZED THEN PAINTED. SURFACE PREPARATION AND GALVANIZING FOR STRUCTURAL STEEL IS AS IDENTIFIED. PREPARE STRUCTURAL AND MISCELLANEOUS STEEL SURFACES IN ACCORDANCE WITH SSPC SP 6, OR AS OTHERWISE REQUIRED BY THE GALVANIZER. IMMEDIATELY AFTER SURFACE PREPARATION, GALVANIZE THE STRUCTURAL STEEL MEMBERS IN ACCORDANCE WITH ASTM A123. COATING THICKNESS SHALL BE AS SPECIFIED IN ASTM A123 FOR THE CATEGORIES AND THICKNESSES OF MATERIAL TO BE COATED. IF COATING THICKNESS IS TO BE MEASURED IN INCH -POUNDS, COATING THICKNESS SHALL MEET THE REQUIREMENTS OF ASTM A123, GRADE 100 (2.3 OZ/SQ. FT), WITH A MINIMUM OF GRADE 85 (2.0 OZ/SQ. FT) FOR INDMDUAL SPECIMENS. TESTS OF COATING THICKNESS REQUIRED BY ASTM A123 SHALL BE DOCUMENTED AND SUBMITTED TO THE ENGINEER. DO NOT GALVANIZE SURFACES THAT WILL BE FIELD WELDED. QUENCHING OF THE GALVANIZED STEEL SHALL NOT BE PERMITTED, AS IT MAY CONTAMINATE THE SURFACE AND INTERFERE WITH PAINT ADHESION. INSPECT THE GALVANIZING FOR THICKNESS, INCLUSIONS, AND RUNS OR DRIPS. REMOVE ALL INCLUSIONS, RUNS OR DRIPS PRIOR TO PRIMING AND PAINTING. PRIME AND PAINT ALL GALVANIZED STEEL WITH EPDXY -BASED PRIMER AND PAINT SPECIFICALLY FOR EXTERIOR USE UNDER WET SERVICE CONDITIONS. COLOR AND GLOSS ARE PER BOEING. HANDLING: AFTER SHOP FABRICATION AND GALVANIZING, STRUCTURAL STEEL MEMBERS SHALL BE HANDLED WITH SUFFICIENT CARE TO MINIMIZE DAMAGE DURING SHIPMENT. SUFFICIENT DUNNAGE SHALL BE USED TO PREVENT ANY RUBBING OF STEEL TO STEEL HELD REPAIR: FIELD REPAIR OF DAMAGED ZINC COATING SHALL BE DONE IN ACCORDANCE WITH ASTM A780 ANNEX A2. THE MINIMUM THICKNESS OF THE REPAIR COAT SHALL BE EQUAL TO THE THICKNESS OF THE HOT DIP COATING AS ORIGINALLY SPECIFIED. SHOP REPAIR SHALL BE BY HOT -DIP GALVANIZING. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. VERIFY ALL DIMENSIONS WITH EXISTING CONDITIONS. MANUFACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, U.N.O. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO ENSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE MDC STALL 72 POWER UPGRADE W5581119 SITTS BKL 06.03.19 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN K. KREISCHER CHECKED D. DAVIS UAL 05.04.18 05.04.18 SUB THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. CONTRACTOR HAS THE RESPONSIBILITY OF THE CORRECTNESS OF ALL APPROVAL DRAWINGS. GENERAL: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN UVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA, U.N.O. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WFFH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.D. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. 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 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. WELDING: A) VISUAL INSPECTION OF ALL FIELD WELDS. B) NON-DESTRUCTIVE TESTING OF ALL COMPLETE PENETRATION WELDS. 5. DUTIES AND RESPONSIBIUTIES 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 163 2019 City of Tukwila BUILDING DIVISION ISSUED FOR PERMIT JUNE 3, 2019 GENERAL PROJECT AND STRUCTURAL NOTES RECEIVED CITY OF TUKWILA Jed 1 1 26's9 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET t TACOM.A, WA. 98409 PHONE: (253)474-9449 I FAX: (253)474-9449 http:INAwcaltts-hIII.en9Ineors.com/ Project No.: 17898 Project Mgr.: BKL Proj. Engineer: SME Proj. Drafter: JDK CURRENT REVISION W5581119 SYMBOL DATE 06.03.19 SHEET APPROVED BY DEPT. DATE NGINEEk D. DAVIS CHECKED D. DAVIS 05.04.18 05.04.18 APPROVED APPROVED TITLE CIVIL MDC STALL 72 POWER UPGRADE 13-YRD MILITARY DELIVERY CENTER C2B JOB NO. W5581119 COMP N0. DWG N0. 13-YRD-C2B.DWG SYM REVISION MDC STALL 72 POWER UPGRADE W5581119 By SITTS APPROVED BKL DATE 06.03.19 SYM REVISION APPROVED DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN K. Kreischer CHECKED D. DAVIS NGINELR D. DAVIS CHECKED D. DAVIS APPROVED APPROVED 05.04.18 05.04.18 05.04.18 05.04.18 SUBTITLE TITLE CIVIL 13—YRD—C80 THRU 082, MASTER SITE LAYOUT PLAN These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions; deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: 6'1'2S11 REVIEWED FOR CODE COMPLIANCE APPROVED 661 ISSUED FOR PERMIT JUNE 3, 2019. COMPOSITE PLAN MDC STALL 72 POWER UPGRADE 13-YRD CURRENT REVISION W5581119 SHEET JOB NO. E MARGINAL WAY S RE:CE1V= crrY OF TUKWILA JUN I 1 219 CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET ) TACOMA, WA. 98409 PHONE: (253) 47449449 ) FAX (253)414-9449 httpaiwww.518841111-engineers,com/ SYMBOL DATE 06.03.19 C3B W5581119 COMP NO. MILITARY DELIVERY CENTER cmG 13—YRD—C3B.DWG FOD FOD FOD ENLARGED REMOVAL PLAN SCALE 1 "=20' FOD FOD ; TYP C3B C453R REVIEWED FOR CODE COMPLIANCE • APPROVED 1I1L'63 2019 F *City of Tukwila BUILDING DIVISION CONCRETE REMOVAL ASPHALT REMOVAL SAWCUT GENERAL NOTES CONSTRUCTIONN_S REmovE EXISTING WOODEN DOGHOUSE AND UNDERGROUND L == REMOVE EXISTING UTILITY STAND. SINSTALL FOD FENCE, SEE DETAIL HOWNTFOR CLARDOUTSID, FOD FENCE SHALL9BEFOD FENCE ON CONSTRUCTION LIMITS. LOCATED 4. FOD FENCE SHOWN IN SUGGESTED LOCATION. INSTALL FOD FENCE TO ENCLOSE ADDITIONAL WORK AREA AS APPROVED BY BOEING. CONTRACTOR �� REMOVE EXISTING CONCRETE PAVING C>L° . REMOVE EXISTING ASPHALT PAVEMENT SOWCUT PAVEMENT AS SHOWN, NOTED FULL DEPTH UNLESS OTHERWISE REFERENCE DRAWINGS 13—YRD—C80 THRU C82, MASTER SITE LAYOUT PLAN 13—YRD—C3D, COMPOSITE SITE PLAN These Plans have been reviewed by Works Department for conformance with City the Public standards. Acceptance is subject omissions w current which do not authorize violations of crrors and adopted standards or ordinances. The responsibility for the adequacy of the g rests totally `lesigner• Additions, desi ❑ design deletions or revisions towith the drawings after this date will void this acceptancethese and will require a resubmittal of revised for subsequent aPProwal, drawings Final acceptance is Jr Public subject to field ins Date: Works utilities inspector. pec[ion by 6/26 /9 By: JjS RECElvED CITY OF TUKWIL. A JU'1 1 1 2C3 PERMIT CENTER 0 jt!:11 2�p11111� 40 60 SCALE: SITTS $ HILL ENGINEERS. IMP ENLARGED UTILITIES PLAN SCALE: 1"=20' C3B C453 REVIEWED FOR CODE COMPLIANCE • APPROVED it13 20'19 City of Tukwila BUILDING DIVISION LEESEND ASPHALT PAVEMENT GENERAL NOTES �SEE PROJECT INFORMATION. NOTES ON DRAWING C2B FOR ADDITI 2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR A INFORMATION. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXIS CONSTRUCTION TIO WHICH AFFECT NEW CONSTRUCTION P, SUO VIAL OF SHOPION 8 DRAWINGS. SHOP p RA HALL BE REJECTED. WINGS WI PRECAST CONCRETE VAULT PER UTILITY STAND DETAIL 01/C530. SIDE FOUNDATION PER VAULT 2 CONCRETE VAULT /C529. LOCATE ON EAST ® RESTORE ASPHALT PAVEMENT PER SECTION A/C529 CONSTRUCTION OTES REFERENCEDRAWINGS 13—YRD—C80 THRU C82, MASTER SITE LAYOUT PLAN --___ 13—YRD—C3D, COMPOSITE SITE PLAN These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to omissions which do not authorize violations of adopted errors and P standards or ordinances. The responsibility for the adequacy of the design rests totally designer. Additions, deletions or revisions to these drawings with the after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 64I 19 RECEIVED MTV OF T UKWILA SUN i12jJ PERMIT CENTER ■.10 20 iumm,40 SCALE1111�!-mj0 SITTS & HILL ENGllue�.,.. __ YELLOW CONSTRUCTION FLAG AT 16' MAX. SECURELY FASTENED TO PREVENT BLOWOVER NOTES: 1. PROVIDE UHMW WASHERS BETWEEN ALL DISSIMILAR METALS. 11'-0 1/2" 2'-1 1/2" 6'-8" 2'-3" 1'-6" MIN. TYP. 3' MAX. 2"x4"� i // / ii /- .0.D. F =\C 3 2" x 4„ ELEVATION JAIL SANDBAGS TO PREVENT OVERTIPPING WORK AREA FILTER FABRIC SECURELY FASTENED FILTER FABRIC SECURELY FASTENED TO 2"x4" 2" x 4" CROSS BRACING AS NECESSARY 24" MIN. SECTION F.O.D. FENCE NOTES: 1. FABRICATE FOD FENCE OFF SITE. 2. INSTALL FOD FENCE AROUND ALL WORK AREAS AND CONTRACTOR'S STAGING/STORAGE AREA PRIOR TO THE START OF DEMOLITION. REMOVE UPON COMPLETION OF PAVEMENT RESTORATION. 3. MOVE FOD FENCE TO WORK AREAS AS NEEDED. 4. SECURELY FASTEN ALL COMPONENTS TO PREVENT DISASSEMBLY DURING USE OR TRANSPORT. REPAIR AS NECESSARY DURING THE DURATION OF THE PROJECT. 5. SECURELY FASTEN TO PREVENT BLOWOVER WITH SANDBAGS OR OTHER APPROVED METHOD. 6. ALTERNATIVE METHODS TO PREVENT DEBRIS MIGRATION MAY BE ACCEPTED UPON REVIEW BY THE BOEING CONSTRUCTION MANAGER. SCALE: N.T.S. UT L 0 TY CHANNEL\ TO /> CHANNEL 4 P1000 UNISTRUT 1/4" THICK ALUMINUM PLATE C6x8.2 TYP. -1/4" CAP PLATE -MSS 4x4x1/4 COLUMN, TYP. 3'-0" CLEAR UNDERGROUND VAULT 2'-0" WIDE x 12" DEEP CONCRETE FOUNDATION STA\ D IXDA\S 01\ 2'-0" 3 =TAI L i—; #4 AS 9" O.C. EW SCALE: N.T.S. ..TIL TRANSFORMER PER ELECTRICAL DRAWINGS TY 18" MAX. L3x3x1/4 2 -1/4" CAP PLATE MSS 4x4x1/4 COLUMN, TYP. P1000 UNISTRUT OR APPROVED EQUAL ALIGNED WITH TRANSFORMER SUPPORTS C529 2'-0" WIDE x 12" DEEP CONCRETE FOUNDATION P 3/16 V STA\ 9 3 :TAIL AT TEA\SFO�Iv 4 AS 9" O.C. EW =R SCALE: N.T.S. C529 10" (4) 3/4" D A. ADHESIVE ANCHORS EMBED 6" MIN. BASE PLATE DETAIL (4) 3/4" DIA. ADHESIVE ANCHORS EMBED 6" MIN. BASE PLATE DETAIL 1 2" PLAN TYP. 1/4 3/4" THICK BASE PLATE 3/4" THICK BASE PLATE BAST D LAT= 3 SCALE: N.T.S. ELEVATION L1 C2B, C453R 1 1/2" ±NON -SHRINK GROUT C529 C529 UTI L TY STA\ SCALE: 3/4" = 1'-0" 3 4" COMPACTED DEPTH CLASS 1/2" HMA, PG 58-22 (2 LIFTS), COMPACT TO 92% OF RICE VALUE 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE, COMPACT TO 95% MAX DENSITY 3 '`'1/4" CAP PLATE C529 TYP. 0 ao 1/4 - HSS4x4x1/4 COLUMN, TYP. L C529 TYP. 1/4" THICK ALUMINUM - MOUNTING PLATE ATTACH TO UNISTRUT WITH 1/2" DIA. BOLTS AT 18" O.C. C529 NZ-- AT C6x8.2 TYP. TRANSFORMER __.- P1000 UNISTRUT ATTACH TO CHANNEL WITH 1/2" DIA. BOLTS AT 18" 0.C. L3x3x1/4 TRANSFORMER SUPPORT PER DETAIL 5/C529 ETA I L SEE DETAIL 6/C529 FOR TRANSITION TO EXISTING ASPHALT PAVEMENT FINISH GRADE 1 IIIIUUIIIIIIIIIIIIIIIIHIIOi IIIIIII IHIIIUf11OO1111111O11OhOl1Ol1OlO110�®• io In II II I I III I ITTTI 1=1 )_i=+I�=II II: Ili 24" COMPACTED DEPTH GRAVEL BORROW, (8" MAX. LOOSE LIFTS) COMPACT TO 95% MAX DENSITY, SEE NOTE 1. - -AVY DL SUITABLE PREPARED SUBGRADE, COMPACT TO 95% MAX DENSITY TY ASDHALT NOTES: 1. GRAVEL BORROW SUBBASE THICKNESS MAY BE REDUCED TO 12" IF THE EXISTING SUBGRADE SOILS CAN BE THOROUGHLY COMPACTED TO A UNIFORM DENSE CONDITION MEETING THE REQUIREMENTS OF BOEING'S GEOTECHNICAL ENGINEER. 2'-0" WIDE x12" DEEP CONCRETE FOUNDATION SAW CUT SMOOTH VERTICAL JOINT APPLY TACK COAT TO ALL EXPOSED VERTICAL SURFACES IMMEDIATELY PRIOR TO PAVING. ASPHALT OR CONCRETE PAVING C453 C529 PLACE 4" WIDE x 1/8" DEEP SQUEEGEE FORMED HOT POURED RUBBERIZED ASPHALT OVERHAND JOINT SEAL (WSDOT 9-04.10 OR APPROVED EQUAL), TYP. 12" OVERLAP OF EXISTING BASE COURSE TYPICAL PAVEMENT SECTION THIS CONTRACT 11111111111111111111111111111111111 _._ill lil_ EXIST. PAVEMENT SECTION 11I I:, UNDISTURBED EXIST. BASE COURSE A ASD-ALT TO ASPHALT PVv1T JOI\T D SCALE: N.T.S. SCALE: N.T.S. SY REVISION BY APPROVED DATE SYM REVISION APPROVED DATE MDC STALL 72 POWER UPGRADE - DCN 001 W5581119 SITTS BKL 06.03.19 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED D'•WN J. Kamla DATE 07.06.18 APPROVED BY DE DATE CHECKED B. Leslie INGINLEN S. Eberle CHECKED B. Leslie 07.06.18 07.06.18 07.06.18 APPROVED APPROVED C453 SUB T CIVIL C529 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: „I By:34 11e) RECEIVED CITY OF TUKWILA JU11 1 250 PERMIT CENTER ISSUED FOR PERMIT JUNE 3, 2019 MISC SECTIONS AND DETAILS MDC STALL 72 POWER UPGRADE - DCN 001 13-YRD MILITARY DELIVERY CENTER 0 6" -TAIL C529 REVIEWED FOR CODE COMPLIANCE «" APPROVED JUI`'03 2019 City of Tukwila BUILDING DIVISION 1 2 3 SCALE: 1"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL . SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 4744449 I FAX: (253) 474.9449 hNP:/Avww.4Rls-hl14engIneera.con4 Project No.: 17898 Project Mgr.: BKL Proj. Engineer: SME Prof Drafter: JDK CURRENT REVISION W5581119 OL DATE 06.03.19 SHEET C529 OB N0. W5581119 COMP N0. DWG NO. 24-60C-0529 NOTES: A. VAULT SHALL BE RATED FOR AN H-20 LOAD 1 1/2" DIAMETER LIFT HOLE ASPHALT OR 1 EACH SIDE, 2 SIDES CONCRETE PAVING 18" x 24" KNOCKOUT 2 EACH SIDE, 4 SIDES GALVANIZED "C" CHANNEL, 3' — 0" LG. 2 EACH END, 2 ENDS ASPHALT OR CONCRETE PAVING 2 1/2" DIAMETER GROUND ROD KNOCKOUT 2 PLACES IN FLOOR U\D 1'-6" 3'-0" 7-0" 6'-6" B PLAN VIEW =R GROG \D VAULT WALL A \D LID 4 3/4" DIAMETER KNOCKOUT 6 EACH SIDE, 2 SIDES 18" x 24" KNOCKOUT 2 EACH SIDE, 4 SIDES CO GALVANIZED — IIIII "C" CHANNEL, 6'-0" LG. 2 EACH SIDE, 2 SIDES OLD CASTLE PRECAST VAULT 577—BL WITH COVER NO. 57-2-33F LOCKING STEEL COVER. PAINT PER GSN 3/4" DIAMETER LIFT INSERT (4) PLACES IN TOP WITH U.V. CAPS CO LA N 1' N ; t h dTh n / GALVANIZED PULLING IRON — ' ' / �; '/ / 1 EACH CORNER, 4 CORNERS / v / /A// GEOTECHNICAL SUPPORT PER DETAIL 2/C530 / . \/\% \'/\/»//\ ./ / \/\// j \ / /%/\ j /K/`, \` \/ / \/, ,>/ \ \ � , \ '`. \ \,- \ :��. f/� �/V/�'�/ A,� ,.. 12" DIAMETER SUMP SECTION AA \ \ j 6" 1'-1" T— -7 10t 1111' 0 2 1/2" DIAMETER GROUND ROD KNOCKOUT 2 PLACES IN FLOOR 4 3/4" DIAMETER KNOCKOUT GEOTECHNICAL SUPPORT 8 EACH SIDE, 4 SIDES PER DETAIL 2/C530 1!/ / /\/ //<\/ /\/ \, 6" /V/i \/,• \/ /\ 1'-1" SECTION BB i SCALE: N.T.S. COMPACTED STRUCTURAL FILL (TYP.) BOTTOM OF STRUCTURE 4" COMPACTED DEPTH CRUSHED SURFACING BASE COURSE 12" MIN COMP. DEPTH 4" MINUS QUARRY SPALL FOUNDATION OVER WOVEN STABILIZATION GEOTEXTILE PER WSDOT 9-33.2(1) TABLE 3 OR AS REQUIRED BY GEOTECHNICAL ENGINEER SYM NATIVE SUBGRADE UTILITY STUCTL SCALE: N.T.S. REVISION 12" \/ \\ :\\ ��/ ,I SHORING (AS OCCURS) SJDDORT BY APPROVED DATE SYM EXCAVATION LIMITS (AS OCCURS) (2� C530 REVISION APPROVED DATE MDC STALL 72 POWER UPGRADE — DCN 001 W5581119 SITTS BKL 06.03.19 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAW J. Kamla DA 07.06.18 APPROVED BY DEPT. DATE CHECKED B. Leslie ENGINEER S. Eberle 07.06.18 07.06.18 CHECKED B. Leslie APPROVED APPROVED 07.06.18 SUBTITLE TITLE CIVIL These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public "A'orks utilities inspector. Date: By: 6 .fib t 9 REVIEWED FOR CODE COMPLIANCE APPROVED q.` JUL63 2019 I,, City of Tukwila BUILDING DIVISION ISSUED FOR PERMIT JUNE 3, 2019 MISC SECTIONS AND DETAILS MDC STALL 72 POWER UPGRADE — DCN 001 13-YRD MILITARY DELIVERY CENTER C453 C530 RECEIVED CITY OF TUKWILA JJN 1 1 2519 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98499 PHONE: (253)474.9449 I FAX: (253)474.9449 http:IAvww.siHs4196en91neers.cam( Project No.: 17898 Project Mgr.: BKL Proj. Engineer: SME Proj. Drafter: JOK CURRENT REVISION W5581119 SYMBOL DATE 06.03.19 SHEET C530 JOB NO. W5581119 COMP NO. DWG N0. 24-60C—0530 L FGE\D SEC954 1 EA. LPUC 3 EA. 1" AIR QUICK DISCONNECT #DC3161 (3) PI SEG95 FH 969 IN U/G VAULT 4" CA BELOW G DOUBLE CHECK DETECTOR VALVE 3" CRANE GATE VALVE FIG 465 Y 4' A.F.F. EA 1' AIR DISCONNECT #DC .�'•1 1 EA 2' •NGLE HOSE VALVE 1 EA]B ABLER #8-5655 1 EA_..; GHT HOSE BIBB Du0g03 Cabana Cabana ON 3-5655 1 1 HOSE BIBB SE D G 113-000-4002—M5 1 . " ANGLE HOSE VALVE 1 EA. LPUC 2 EA. 1" AIR DISCON #DC 3161 1 EA. 2" ANGLE HOS 1 EA. 34" GHT HOSE APRO\ V1EC SCALE: 1" = 60' 0" VALVE IBB H"D966 TO.f EYE WASH & SHOWER 1 EA. 2 EA #DC 1 EA. 1 EA. H2O VAULT SE T.O.P.= W T..P:= W— ABAND LPUC —' 1" AIR DISCONNECT 161 DYNACON 2" ANGLE VALVE BUBBLER 1 EA. EMERGENCY EYEWASH SEE )WG 113-000-4002—M U/G VAULT 16.0 T.O.P. FH 972 IN SEC955 U/G VAULT 4 ®" 1 EA. LPUC 2 EA. 1" AIR DISCONNECT #DC 3161 1 EA. 2" ANGLE HOSE VALVE 1 EA. BUBBLER #8-5655 1 EA. Y" GHT HOSE BIBB YD956 X u�r�® ANICAL PLAN SV 1309-1 NOTE: COOLING WATER DRAIN LINES RUN TO CENTER OF DRAINAGE DITCH (4) PLACES. FLOW TO BE A MIN. OF 63 GPM SEC95 1 EA. LPUC 2 EA. 1" AIR t #DC 3161 1 EA. 2" ANGLE 1 EA. BUBBLER 1 EA. Y"GHT 1 SCONNECT HOSE VALVE OSE BIBB 3" AIR NATER 1 EA. LPUC 2 EA. 1" AIR DISCONNECT #131D4851 DYNACON 1 EA. 2" ANGLE VALVE 1 EA. BUBBLER 1 EA. EMERGENCY EYEWASH SEE DWG 113-000-4002— 5 PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 15.24 BLDG. #1 li'0963 TO 22" CITY WATER MAIN BACKFLOW ASSY "N" CHECK VALVE SEC96' P t 2 EA 1" AIR DISCONNECT #DC 3 6 A el: A'VI 'GIN :W 1i tt0 41t2 5 P. 8" TUKWILA MTR #12-0190 IN PIT W/MANHOLE MFC FIRE SYSTEM AIR DIST. DRAIN SEC95 AIR DIST. DRAIN 0 ISOLATION VALVE 8" 0.S.S.Y. IN VALVE CHAMBER W/MANHOLE B AIR DISTRIBUTION FILTER, ISOLATION VALVES & CONDENSATE DRAIN IN PIT W/MANHOLE 0 PIT W/DOG HOUSE �.V ABANDONED PIT A CHECK VALVE M FLUSH FIRE HYDRANT W/GATE VALVE SHUT OFF Fg, FIRE HYDRANT W/GATE VALVE SHUT OFF LPUC: LOW PROFILE UTILITY CENTER SEE DWG—000-1077—S1 & S2 YD962 A COMPRESSED AIR — BURIED W WATER LINE — BURIED 960 DR COOLING WATER DRAIN (ABOVE GROUND) F FIRE PROTECTION PIPING ® MANHOLE — WATER & FIRE PCEP: POWER CENTER EQUIPMENT PANEL SEE SHT. 113-000-4002—M3.tif 958 YD961 C957 965 SEC966 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to Geld inspection by the Public Works utilities inspector. Date: By36 G=\ORAL \OT =S R=v1OVAL \IOT=S C D RAW \GS 13—YRD—C290—C292.dwg 113-000-4002—M2.tif 113-000-4002—M3.tif FOR REFERENCE ONLY JUNE 3, 2019 RECEIVED CITY OF TUKWILA EN 1 1 2313 PERMIT CENTER FSi consulting engineers Seattle, Washington Solutions & Service SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A REPL MFC FIRE SYS SECTIONAL VALVES W1901310 M.WONG 06.24.13 B STALL 74 CONVERSION 33240-10 FSi 06.07.17 RECORD DRAWING 33240-10 FSi 12.15.17 RECONCILED TO VAULT NO EPD 03.08.18 C STALL 72 POWER UPGRADE W5581119 FSi AWL 06.03.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DAVE PRETARE CHECKED DATE 5/02/13 SUBTITLE MECHANICAL PLAN CURRENT REVISION W5581119 SYMBOL DATE 06.03.18 ENGINEER CHECKED APPROVED APPROVED TITLE STALL 72 POWER UPGRADE MILITARY FLIGHT CENTER MECHANICAL MASTER NO.BOEING FIELD, WA SHEET M4R JOB NO. COMP NO. MONO. 13—YRD—M4R REMOVAL \OTIS WOODEN STRUCTURE VAULT COVER ABOVE GRADE 3' 0" COMPRESSED AIR CONDENSATE DRAIN 32" RISE WITH BALL VALVE 26" RISE HB SCALE: 1 1/2" = 1' 0" SYM ORIG REVISION STALL 72 POWER UPGRADE W5581119 BY FSi APPROVED AWL DATE 06.03.18 SYM REVISION BY APPROVED DATE 1 1/2" CW EXISTING ISOLATION VALVE LOCATED IN VALVE BOX PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED f1" A ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 36" RISE E VAULT AT 28" BELOW GRADE APPROVED BY DEPT. DATE CHECKED DEMO EXISTING COMPRESSED AIR PIPING, ASSOCIATED FITTINGS, QUICK DISCONNECTS AND CONDENSATE PIPING BACK TO 12" OUTSIDE VAULT WALL. TEMPORARILY CAP COMPRESSED AIR LINE. COORDINATE EXCAVATION WITH GENERAL CONTRACTOR. DEMO EXISTING CW PIPING BACK TO ISOLATION VALVE LOCATED IN BELOW GRADE VALVE BOX. DEMO ASSOCIATED EXISTING CW PIPING AND ACCESSORIES LOCATED ABOVE GRADE. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this dare will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: cl$ MECHANICAL DETAIL CURRENT REVISION W5581119 RECEIVED CITY OF TUKWILA JUNI 1 NO PERMIT CENTER FSi consulting engineers Seattle, Washington Solutions & Service DATE G 06:G3.18 -ENGINEER CHECKED APPROVED APPROVED TIttE STALL 72 POWER UPGRADE MILITARY FLIGHT CENTER MECHANICAL MASTER NO.BOEING FIELD, WA SHEET M521R JOB NO. COMP NO. DWG NO. M521R L =G \D x 0SEC95 SEC953 AIR DIST. DRAIN -x X 1 EA. LPUC 3 EA. 1" AIR QUICK DISCONNECT #DC3161 (3) A' PI SE SEC954 17 E-16 '" 4" CA BELOW GRADE C�� DOUBLE CHECK 411 DETECTOR VALVE v 51 a� FH 969 IN U/G VAULT o 3" CRANE GATE VALVE FIG 465 Y 4' A.F.F. AIR DISCONNECT #DC `•1 1 EA, 2 •NGLE HOSE VALVE 1 EA-B "BLER #8-5655 1 EA GHT HOSE BIBB uogajl Cabana Cabana NTV 1SY1R "-=-.- -HIYD954 - - - - „ # X X— }1i D9sb- 1E-- 3 "lQ li L1'J_�-11 ON 3-5655 HOSE BIBB D G 113-000-4002-M5 ANGLE HOSE VALVE 1 EA. LPUC 2 EA. 1" AIR DISCON ECT #DC 3161 1 EA. 2" ANGLE HOSE VALVE 1 EA. 4" GHT HOSE BIBB GD SEC956 E-11 F E-10 H"D966 SEC962 E WASH SHOWER 3" AIR H2O VAULT SE T.O.P.= W T..P:= W T. .P.= 1 EA. LPUC 2 EA 1" AIR DISCONNECT #DC 1161 DYNACON 1 EA. 2" ANGLE VALVE 1 EA. BUBBLER 1 EA. EMERGENCY EYEWASH SEE fWG 113-000-4002-M5 HYD963 414I II 1)I1 II II II 3" AIR W-4 1 EA. LPUC 2 EA. 1" AIR DISCONNECT #EftD9851 DYNACON 1 EA. 2" ANGLE VALVE 1 EA. BUBBLER 1 EA. EMERGENCY EYEWASH SEE DWG 113-000-4002- 5 FH 973 IN U/G VAULT /"- '5=^a 7i1N U/G VAULT FH 972 IN era 16.0 T.O.P. SEC955 U/G VAULT 1 EA. LPUC 2 EA. 1" AIR DISCONNECT #DC 3161 1 EA. 2" ANGLE HOSE VALVE 1 EA. BUBBLER #8-5655 1 EA. 3344" GHT HOSE BIBB 13-09 0 SV 1309-1 E-8 DR tf4YD956 X NOTE: COOLING WATER DRAIN LINES RUN TO CENTER OF DRAINAGE DITCH (4) PLACES. FLOW TO BE A MIN. OF 63 GPM 1 EA. LPUC 2 EA. 1" AIR DISCONNECT #DC 3161 1 EA. 2" ANGLE HOSE VALVE 1 EA. BUBBLER 1 EA. 3" GHT OSE BIBB 3" AIF 8" WATER PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED 15.24 YD958 TO 22" CITY WATER MAIN BACKFLOW ASSY "N" CHECK VALVE =A PJC 2 EA. 1" AIR DISCONNECT #DC 3 61 KEY BOX KEY BOX 16.10 T.O.P DRAWN DAVE PRETARE 0 4112 5 8" TUI WILA MTR #12-0190 IN PIT W/MANHOLE MFC FIRE SYSTEM IRE SEC959- AIR DIST. DRAIN HYD962 SBC960 SE958 ! SSE SEC966 D960-- -IYD961 C957 96 O ISOLATION VALVE 8" 0.S.S.Y. IN VALVE CHAMBER W/MANHOLE ® AIR DISTRIBUTION FILTER, ISOLATION VALVES & CONDENSATE DRAIN IN PIT W/MANHOLE EN PIT W/DOG HOUSE ABANDONED PIT ® CHECK VALVE FLUSH FIRE HYDRANT W/GATE VALVE SHUT OFF F. FIRE HYDRANT W/GATE VALVE SHUT OFF LPUC: LOW PROFILE UTILITY CENTER SEE DWG-000-1077-S1 & S2 A COMPRESSED AIR - BURIED W WATER LINE - BURIED DR COOLING WATER DRAIN (ABOVE GROUND) F FIRE PROTECTION PIPING MANHOLE - WATER & FIRE PCEP: POWER CENTER EQUIPMENT PANEL SEE SHT. 113-000-4002-M3.tif G_\ AL \ OT CO\ STUCTIO\ \OTIS DRAW \GS 13-YRD-C290-C292.dwg 113-000-4002-M2.tif 113-000-4002-M3.tif p»/94 RECEIVED C iY OF TUKWILA k; J 1 1 2-313 PERMIT CENTER FSi consulting engineers Seattle, Washington Solutions & Service REVISION APPROVED DATE SYM REVISION BY APPROVED DATE A REPL MFC FIRE SYS SECTIONAL VALVES W1901310 M.WONG 06.24.13 B STALL 74 CONVERSION 33240-10 FSi 06.07.17 RECORD DRAWING 33240-10 FSi 12.15.17 RECONCILED TO VAULT NO EPD 03.08.18 C STALL 72 POWER UPGRADE W5581119 FSi AWL 06.03.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE CHECKED DATE 5/02/13 SUBTITLE MECHANICAL PLAN CURRENT REVISION W5581119 SYMBOL C DATE 06.03.18 ENGINLLH CHECKED APPROVED APPROVED TITLE STALL 72 POWER UPGRADE MILITARY FLIGHT CENTER MECHANICAL MASTER NO.BOEING FIELD, WA SHEET M4 JOB N0. COMP N0. DWG NO. 13-YRD-M4 L-G \D VAULT COVER SCALE: 1 1/2" = 1' 0" EXISTING ISOLATION VALVE LOCATED IN VALVE BOX PROFESSIONAL STAMP & SIGNATURE APPLIES TO WORK WITHIN THE CLOUDED REVISION AREAS ONLY AS INDICATED J.R. SMITH 5609QT, TYP 2. ENTERING VAULT AT 28" BELOW GRADE SURFACE SYM REVISION APPROVED DATE SYM REVISION BY APPROVED SATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTLE A COMPRESSED AIR CW DOMESTIC COLD WATER HB HOSE BIB QD QUICK DISCONNECT I�I ISOLATION VALVE O QUICK DISCONNECT CO\STRJCT 0\ \OT =S 122> PROVIDE 1" COMPRESSED AIR PIPING, ISOLATION VALVES, AND CONDENSATE PIPING. PROVIDE MECHANICAL CONDENSATE DRAIN AT LOWEST POINT OF PIPING WITH DRAIN ROUTED TO 8" ABOVE SOIL WITHIN VAULT. SEAL VAULT RISER PENETRATIONS WEATHER TIGHT. PROVIDE 1 1/2" CW PIPING TO EXISTING CW ISOLATION VALVE LOCATED IN VALVE BOX. PROVIDE 3/4" CW ISOLATION VALVES MOUNTED ON WALL INSIDE VAULT WITHIN 12" REACH OF VAULT RISER COVER IN LOCATIONS SHOWN. PIPING TO BE RUN TIGHT TO WALL AND VAULT RISER PENETRATIONS SEALED WEATHER TIGHT. ALL CW PIPING TO BE HEAT TRACED, INSULATED AND JACKETED. COORDINATE HEAT TRACE WITH ELECTRICAL. PROVIDE FROST PROOF HOSE BIB AT 24" ABOVE GRADE. UTILIZE SLEEVES PROVIDED IN VAULT RISER. PIPING TO BE CONTINUOUSLY INSULATED THROUGH SLEEVE. SEAL VAULT RISER PENETRATIONS WEATHER TIGHT. COORDINATE WITH STRUCTURAL. PROVIDE QUICK DISCONNECT COMPRESSED AIR FITTINGS AT 24" ABOVE GRADE. UTILIZE SLEEVES PROVIDED IN VAULT RISER. COORDINATE WITH STRUCTURAL. FOR REFERENCE ONLY JUNE 3, 2019 RECEIVED CITY OF TUKWILA JUN 1 1 1 2i3i9 Primi T CENTER FSi consulting engineers Seattle,. Washington Solutions & Service MECHANICAL DETAIL CURRENT REVISION W5581119 SYMBOLO R G DATE 06.03.18 ORIG STALL 72 POWER UPGRADE W5581119 FSi AWL 06.03.18 APPROVED BY DEPT. DATE N131NLLH CHECKED APPROVED APPROVED TITLE STALL 72 POWER UPGRADE MILITARY FLIGHT CENTER MECHANICAL MASTER NO.BOEING FIELD, WA SHEET M521 JOB NO. COMP NO. DWG NO. M521 L =G -\D ngs\13—YRD—E11OR.dwg 0 U O is\18\181-101 Sae \babbage\documents\ES\Prof A B REVISION MDC FLIGHTLINE AS —GUILTS P8 STORAGE — PHASE 2 STALL 72 UPGRADE — DCN 001 35658 W6228234 W5581119 BY CASNE CASNE CASNE (2)4"C,480V FEEDER (1)4"C,SPARES 1-1 /2"C,TELEPHONE 1-1/2"C,FA APPROVED EEK EEK EEK DATE 11.16.18 11.16.18 06.03.19 REVISION BY APPROVED SEE DRAWING E111 FOR CONTINUATION DATE 0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED OVED BY DEPT. DATE DRAWN R. Farley CHECKED B. Arzadon 'LNGINELH E. Krispin CHECKED C. Clute APPROVED APPROVED DATE 09.25.18 09.25.18 09.25.18 09.25.18 FOR REFERENCE ONLY JUNE 3, 2019 SUBTITLE TITLE ELECTRICAL MASTER SITE POWER PLAN STALL 72 UPGRADE - DCN 001 13-YARD G 2. 3. 4. IN =RAL \OTIS ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC RATED FOR 90°C AND SHALL BE DIRECTLY BURIED A MINIMUM OF 2'-0" BELOW FINISHED GRADE. ALL CONDUIT ABOVE GRADE SHALL BE RIGID GALVANIZED STEEL (RGS). CONDUCTORS: #12AWG, STRANDED COPPER, INSULATION TYPE XHHN, UNLESS OTHERWISE NOTED. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS IN ACCORDANCE WITH THE LATEST NEC (USING TAPE), COLOR CODE AS FOLLOWS: 208Y/120V AO (LEFT BUS IN PNL) BLACK BO (CENTER BUS IN PNL) RED CO (RIGHT BUS IN PNL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN ISOLATED GROUND GRN/YEL* *GREEN WITH YELLOW TRACER 480Y/277V BROWN ORANGE YELLOW GRAY GREEN GRN/YEL* 5. SWITCHES, ETC. WITH PANEL AND CIRCUIT IDENTIFICATION. 6. POST REVISED PANEL SCHEDULES IN ELECTRICAL PANELS UPON COMPLETION OF JOB. 7. IDENTIFY PANELS WITH LAMINATED PHENOLIC NAMEPLATES. 8. CONTRACTOR SHALL COORDINATE THE LIGHT POLE BASE DETAIL WITH THE ACTUAL BASE ARRANGEMENT PRIOR PERMANENTLY LABEL ALL RECEPTACLES, JUNCTION BOXES, TO CONDUIT INSTALLATION. R =F C D �AWI\G: 13—YRD—E542 13—YRD—E543 13—YRD—E543-3 13—YRD—E627 & E628 13—YRD—E636 & E637 STALL 71/73 POWER ISLAND STALL 69 POWER ISLAND STALL 72 POWER ISLAND W VAULT BUTTERFLY DETAILS E VAULT BUTTERFLY DETAILS CO\STRUCTIO\ \OTIS: 1. DISCONNECT AND REMOVE ABOVE GRADE CONDUI CONDUCTORS, BOXES, FITTINGS, AND ALL ANCILLARY HARDWARE. ABANDON BELOW GRADE CONDUIT IN PLACE. 2. REMOVE EXISTING BELOW GRADE VAULT 0 15 30 60 REC.;EIVrC CITY OF i UKIN/L, RJ;?112::) 90 SCALE: 1"=30'-0" CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-084 CURRENT REVISION W5581119 SYMBOL DATE 06.03.19 SHEET EI IOR JOB NO. 35658 COMP NO. DEV. CENTER, WA Dwa No. 3—YRD—E1 OR 17, 0 tr) 0 0 0 a 2 Csl c7.3 c0 a9 (f) co SYM 04 PNL 73N 111110111111111111 1111011111111141111111111 iss11101 gailm.1111111 _ SIG 1-1 cm A 111001111111 1111111011111111 1111 %,;;•1 MI II OBI 1 Sas issollill-1/2" FA il I 111 1 ISOM ONO I 1111111101.4rm= 1111111111 AUK i INNO GAT LUC isegs• , ialli T 111.111111 FROM 91F1 NM BE LoExC 1 745 ') 3 RI ELEC. MI UGE 6111111142, !ATI -i-12UT PANEL H b L INN= si UIT t. . a : it: tA NKR - an .,. IR LT( 5 B)X 11111P111111Fir '7°3111 mos= '4° 4 UGE 7 'EMINgr•rm• In ilirro g 93 E4 4! .•.-f!. !WM° "Air 1-ni WI= las Mg - MN= 111111.111 IIIIIIIIIIIIPAINi T INIIIIIIMM•S, ••••••, ....i= °''A iligli 7r;A=7:'''....""" l't- ',I _4 V••••••••4 • k . 1 "" 1 • ' 75N 24,6 I 1 I 4rd TO - • ‘ ' 400A-INET GE ERATOR AUL 1. /Ls D 605 Ilk Kg. 75NQED FROM 9 2 73S/75N ,9, U T 011111 ..,, ,—,1. MIMI k, ism • E. 5 13 EST 1 ' SUB •1 .UB & • Mr 1 (2; 1 A -,, (2; ..P11 3 ri POW R MU= 04„cR 3pAR-4" ,480V FE DE' IHMINIIII III 31 Itttt 1... j '11.1,1rommai 1-4" , 48; FEE ER rMilln II - N,._••••••••••• --•,„,..•...1 , !4... 1 ES IIIIIIIIIIIII 1111EIN.IE 13- , ,=••." SIGN . 600 , 0 Zit aommak.: , 1 : i *C FA „Iddir• Orr ION; tail I! j in•I g 11:1 •mtE. a „ il • • U /AULT PWR III 101) 151 I II f Y lig 01 ELEC. BOX E595 E59€ 4 `40 a) to 0) OIL/WATER SEPARATOR ISLAN I II hji magi MINI ‘"..:93 , 1 I F II t I EMERG ELEC PWR DUCTBANK & CTR_ 3X5 74S/76N 111, NW* - -'-: "JIM , _ (12) 4 C 7 -6-011/„: wo- o (1) 2- 1/2'C,3#1•-#4G ,i i ,001 *.ti Ewan PNL 75S FED FROM 90F3 76N/8,10, F.I.M '''' Mt 111 c, = I 74S/8, 0,12 I • iiiii Fr r. ----, 0 Ilirtiell r 8 1>< CD E 0 76N/7,9,11 400A '- " , ri a x4 z (..>-„. . 4, impumb 4 , E s .-' A; . E PANEL EC. E ED 2 Er silmakk _ , • 'M. .S) v, 50 - ---U:G (V OA GEN. ' .• M ;1r., ., =,. =Brij" bill! .744'. ....... ,Fr AIM -1 3 E587 II Nig , -.....-- ' , - "•ii " „ _ , .i.et .:. . „ 111 I 1 OA -1- P 4 6R D OM 400A-IN GENERATOR 77N/38„42 inC, 3#4, 10G • =J 77N/32,34,36 (a PNL 77N ED FROM 9 F6 1"C, 3#4,#10G U.G . IHH-E8 H VA ! I 8 4" z-1/2":, 2"C PO 38,40 76S/67,69 (1)#4-2 CO _WITH DUCT E wrH GCOND (1) ( 3" ) 2" ODUINDUI ONDUI MP 4) 60A 60A 8N/3 rL ,33 1)#4-2 CON 7 S/31,33 CREW SHELTER(. CREW SHELTER #4 ABLE WITH CON ) ft, I (1#4-2 .. 60A 78N Nal 7ps i CABLE WITH G D ,,,,, ,, ,_,. rris . 1,,, 1 ISLAND ,,, CAB / . i - --, - irm z'l S $ 3) INN IIIIIIIIIIIIIIIII 1,Nysv 76S/78N lutAz • Tfrk ::. 8V0 al in 2 5' HI H20 CNC. TANK III 30x"\ 3't-,' (6)#4/0 - r.v.,. -* HH-E6 HH 7. P7C #3 CND :.11 UGE? • ":NouPC* 2 @ THH-E5IT ,--POWT.R 7,,1-4 C, 480V FEEDER VAUL L -76 78 1 1-4C, SPARES • \ SIGNAL 1-1/2"C, TELEPHONE I 13cC, FA 0 REVISION BY APPROVED DATE SYM REVISION IL ICTR CAL S SCALE: 1"=30'-0" APPROVED T_ DATE LA \ A MFC FLEX STALLS 16850 CASNE DEW 03.29.13 RECORD DRAWING 16850 CASNE 01.08.14 C MFC NEW CREW SHELTERS 13-112 & 13-113 16850 CASNE EEC 10.25.16 STALL 72 POWER UPGRADE W5581119 CASNE DAT 06.03.19 FED FROM /44,46,48 3'X3 HANDHOLE FOR URE GATE CONTROL CTRL CONTACTOR (40'-2) -3#8 FLOOD LTG CKT -2#10 OBSTRUCTION LTG CKT 2" CONDUITS (E) 2" CONDUITS (T) 009 FED FROM 74S/1,3,5 , 2-4#350 09 FED FROM 76N/56,58,60 , 2-4#4/0 74S FED FROM 97F4 4" CONDUITS (E) (8) 4" CONDUITS (E) (1) 3° CONDUITS (E) (3) 2° CONDUITS (E) (12) (1) (3) -E3 4" CONDUIT (E) " CONDUITS (E) " CONDUITS (E) PNL 76N FED FROM 96F1 NORTHEAST SUB SUB 96 & 97 714 IT (E) T (E) E) E) NL 76S FED FROM 97F5 NL 7678R FED FROM 76S/26,28,30 1) 3" CONDUIT (E) ) 2" CONDUIT (E) NL 78N FED FROM 96F2 REMOVAL ACCEPTABILITY THIS DESIGN AND/oR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DAVE PRETARE CHECKED DATE 9/25/12 SUBTITLE FOR REFERENCE ONLY JUNE 3, 2019 ELECTRICAL SITE PLAN 480Y/277V LIG 11\ D G — \ ./1\L \ OT _ _ IS IF C D PAW \ GS 13-YRD-E31OR DEVOLITIO \ wg \ OTES DISCONNECT AND REMOVE EXISTING CONDUCTORS FROM STALL 72 UTILITY SHED VAULT E5 BACK TO SOURCE. RECEIVE) CITY OF TUKWILA JUN 1 1 200 PERMIT CENTER SITE KEY PLAN CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 38I6 PL, SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM JOB NO. 181-084 CURRENT REVISION W5581119 SYMBOL DATE 06.03.19 LNDINLEN CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER STALL 72 POWER UPDGRADE BUILDING 13-YRD DEV. CENTER, WA SHEET E311R E2 JOB NO. W5581119 COMP NO. DWG NO. 13-YRD-E311R TFB: 8/7/18 13:17 \babbarge \ documents\ ES \ Projects \18 \ 181-084 hoe 13—VD MDC Stoll 72 \ _Drawings \ 13—YD—E543-3R.dwg 5/31/19 14:08:29 SYM 2" CONDUIT TO SWITCH ON NORTH SIDE REVISION - STALL 72 POWER UPGRADE W5581119 BY CASNE 96"x64"x1 /4" / ALUMINUM PLATE 71N/7,9,11 SOUTH SIDE 72 PWR SLA\D ES 72/7,9,1 1 400A 2"C 72/25,27,29 6 20"x24"x6" PULL BOX 0 60 uu STUB UP 24" AND CAP 72/7,9,1 2 01 200A 200 I I 200) 2" CONDUIT TO JB ON SOUTI- SIDE 72/13,15,17 nJ N.T.S. APPROVED DATE SYM 5' 0" 13-YRD-E3 0,1Z 13-YRD-E543-3R REVISION BY APPROVED NORTH SIDE DATE DAT 06.03.19 REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN TFB CHECKED JEA DATE 07.10.18 07.11.18 SUBTITLE G AL =_IRE\ C \ OT D IS AW GS 13-YD-E543 13-YD-E550 13-YD-E563 DEMOL TION NOTES DISCONNECT AND REMOVE CONDUIT AND CONDUCTORS FROM RECEPTACLE BACK TO DISCONNECT SAFETY SWITCH. DISCONNECT AND REMOVE 400A RECEPTACLE WITH BACKBOX, RETURN TO BOEING. DISCONNECT AND REMOVE 400A DISCONNECT SAFETY SWITCH, RETURN TO BOEING. RETAIN FEEDERS FOR RECONNECTION TO NEW EQUIP- MENT, SEE DWG. E550. • FOR REFERENCE ONLY JUNE 3, 2019 72 PWR ISLAND - NORTH/SOUTH ELEV RECEIVED CITY OF TUKWILA JUi 1 1 200 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 361?, PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-064 CURRENT REVISION W5581119 SYMBOL DATE 06.03.19 ENGINEER TFB CHECKED JEA APPROVED DEW APPROVED 07.10.18 07.11.18 07.13.18 ELECTRICAL MASTER STALL 72 POWER UPGRADE BUILDING 13-YD NW DEV. CENTER, WA SHEET E543-3R E4 JOB NO. W5581119 COMP NO. DWG ND. 13-YD-E543-3R TFB: 07/17/18 07:30 ngs\13—YRD—E624R.dwg cts\18\181-084 Boe 13—Y0 MDC Stoll 72\_Dr \babboge\documents\ES\P SYM 0 L0 TRANSFORMER 3KVA, 30, 46,9-2gOVA FOR M.O. E 2"C, 3 >/ ENCLOSED CIRCUIT 480V, 200A, REVISION STALL 72 POWER UPGRADE W5581119 BY CASNE >>30A DISCO FOR M. 1 "LTF, 2 MINI POWER —ZONE XFMR/PANELBOARD 10KVA, 10 460-120/240VAC APPROVED PLAN VIEW DATE SYM D=TA N.T.S. RENSION MUSEUM OF FLIGHT GATE POWER 30A DISCONNECT STALL 72 (EAST) UTILITY DOG HOUSE XISTI\G STALL 72 EAST UTI BY APPROVED DATE DAT 06.03.19 DIAGAN 1/'CAI i /77"(7, 3 /` 481f N :0'°D .OV 24e R FS'ME 2 V CIS N TO XISTI\G STALL 72 IR dIT IIS IN CT =AST UTILITY S REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN T. BAILEY CHECKED J. ARCHBOLD DATE 06.30.18 07.01.18 SUBTITLE FOR REFERENCE ONLY JUNE 3, 2019 DETAILS FOR 72 EAST G =RAL NOT IS D v1OLIT!O\ NOT =S 1 DISCONNECT AND REMOVE EQUIPMENT, RETURN TO BOEING. > DISCONNECT, REMOVE AND DISCARD EQUIPMENT. CONTRACTOR TO COORDINATE WITH BOEING FOR SHUTDOWN OF POWER TO MUSEUM OF FLIGHT GATE POWER. GATE POWER IS TO BE MAINTAINED DURING DEMOLITION OF UTILITY SHED AND CONSTRUCTION OF NEW UTILITY RACK. SEE DRAWING E624 FOR DETAILS. DISCONNECT AND REMOVE ALL CONDUITS AND CONDUCTORS FROM DEMO'D EQUIPMENT BACK TO PANELBOARD. INTERCEPT EXISTING CONDUIT AND CONDUCTORS WHERE CONDUIT EMERGES FROM PAVEMENT. DISCONNECT AND REMOVE CONDUIT AND CONDUCTORS FROM POINT OF EMERGENCE BACK TO 480V CB DISCONNECT PANEL. RECEIVED CITY OF TUKWILA JUN 'i 1 211 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE .38fh PL, SURE 205 KIRKLAND, WA 98033 (425) 522-1000 WWW.CASNECOM J08 ND, 181-084 CURRENT REVISION W5581119 SYMBOL DATE 06.03.19 ENGINLER D. WEBBER CHECKED T. BAILEY APPROVED APPROVED 07.02.18 07.15.18 TITLE ELECTRICAL MASTER STALL 72 POWER UPGRADE BUILDING 13-YD SHEET E624R E5 JOBNO. W5581119 COMP NO. DEV. CENTER, WA DWG N0. 13—YD—E624R L G \D .AL \OTIS ngs\13—YRD—E7A.dwg \babbage\documents\ES\Projects\18\181-101 Boe 13 CI M (3) 4"C (T) (2) 1"C (T) (3) 4"C (T) (2) 1"C (T) CAMERA COMM PANEL AT BASE OF POLE R PATCH PANEL CAMERA ON POLE @20' A.F.F. RA COMM L — FIBER P FOR 13 TCH PAN 119 SYM REV SIDN - MDC FLIGHTLINE AS-BUILTS A B P8 STORAGE - PHASE 2 BY APPROVED 35658 CASNE EEK W6228234 STALL 72 UPGRADE - DCN 001 W5581119 CASNE CASNE EEK EEK DATE 11.16.18 11.16.18 06.03.19 SYM REVISION NSTILE G URITY/CO BY APPRDVED 2-1/2"C , ER PATC 4"C , (3) FIBER, (2) CAT 5e PANEL (2)1"C.O. 1111111111111111111111111111111111 111111111111111 SEE DRAWING E7B FOR CONTINUATION DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DEPT. DATE DRAWN R. Farley CHECKED B. Arzadon DATE ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC RATED FOR 90'C AND SHALL BE DIRECTLY BURIED A MINIMUM OF 2'—O" BELOW FINISHED GRADE. 2. ALL CONDUIT ABOVE GRADE SHALL BE RIGID GALVANIZED STEEL (RGS). 3. CONDUCTORS: #12AWG, STRANDED COPPER, INSULATION TYPE XHHN, UNLESS OTHERWISE NOTED. 4. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE. IDENTIFY INSULATED GROUND CONDUCTORS IN ACCORDANCE WITH THE LATEST NEC (USING TAPE), COLOR CODE AS FOLLOWS: 208Y/120V AO (LEFT BUS IN PNL) BLACK B4 (CENTER BUS IN PNL) RED CO (RIGHT BUS IN PNL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN ISOLATED GROUND GRN/YEL* *GREEN WITH YELLOW TRACER 480Y/277V BROWN ORANGE YELLOW GRAY GREEN GRN/YEL* 5. SWITCHES, ETC. WITH PANEL AND CIRCUIT IDENTIFICATION. 6. POST REVISED PANEL SCHEDULES IN ELECTRICAL PANELS UPON COMPLETION OF JOB. 7. IDENTIFY PANELS WITH LAMINATED PHENOLIC NAMEPLATES. 8. CONTRACTOR SHALL COORDINATE THE LIGHT POLE BASE DETAIL WITH THE ACTUAL BASE ARRANGEMENT PRIOR PERMANENTLY LABEL ALL RECEPTACLES, JUNCTION BOXES, TO CONDUIT INSTALLATION. R IF TAC DRAWING: CO\STR JCT 0\ NOT IS: PROVIDE AND INSTALL CONDUIT, CONDUCTORS, BOXES, FITTINGS, SUPPORTS, AND ALL ANCILLARY HARDWARE. ROUTE CABLE VIA SPARE CONDUIT FROM HH—T19 TO HARDSTAND ADJACENT TO VAULT—E3, ROUTE CONDUIT AS DEEP AS POSSIBLE MIN 4' BELOW GRADE. DYE CONCRETE ENCASEMENT RED. V-'" ROUTE CONDUIT VIA NEW TRENCH FROM VAULT E3 TO BASE OF POLE. CAP STUBBED UP CONDUIT AT BASE OF POLE. ® STUB UP CONDUITS INTO COMM PANEL ON VAULT E3 HARDSTAND. FOR REFERENCE ONL ' JUNE 3, 2019 0 E-7)5/ E7B E7C RECEIVED CITY OF TUKWILA oO 1 1 [JIJ PERMIT CENTER • SITE KEY PLAN 15 30 60 90 SCALE: 1"=30'-0" GE'CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW.CASNECOM JOB N0. 181-084 09.25.18 09.25.18 SUBTITLE SITE DATA PLAN CURRENT REVISION W5581119 SYMBOL DATE 06.03.19 NUINEER E. Krispin CHECKED C. Clute APPROVED APPROVED 09.25.18 09.25.18 TITLE ELECTRICAL MASTER STALL 72 UPGRADE — DCN 001 13-YARD DEV. CENTER, WA SHEET E7A JOB N0. 35658 COMP N0. DWG N0. 13—YRD—E7A L G IGEND _\ AL \OT -s 0 tline As—Guilts\_D \babbage\documents\ES\Projects\18\181-101 Doe 13—YD MDC r) 11111.211111.21111 11111111111111111111111MIIPiromo-B--""" 11111111111111r 1111111111111111111111111111111111111111111111111100 III SIM (2)4"C,480V FEEDER (1)4"C,SPARES 1-1 /2"C,TELEPHONE 1-1 /2"C, FA SYM — MDC FLIGHTLINE AS—BUILTS REVISION BY APPROVED 35658 CASNE EEK DATE 11.16.18 REVISION APPROVED SEE DRAWING E111 FOR CONTINUATION DATE A B P8 STORAGE — PHASE 2 STALL 72 UPGRADE — DCN 001 W6228234 W5581119 CASNE CASNE EEK EEK 11.16.18 06.03.19 0 15 30 60 1"C, 3#12, #12G (2)1"C.O. VAULT-E3 STALL 72 EAST FED FROM 71N/14,16,18 90 11.11.111 SCALE: 1 "=30'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DEPT. DATE DRAWN R. Farley CHECKED B. Arzadon ENGINEER E. Krispin CHECKED C. Clute APPROVED APPROVED DATE 09.25.18 09.25.18 09.25.18 09.25.18 ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC RATED FOR 90'C AND SHALL BE DIRECTLY BURIED A MINIMUM OF 2'-0" BELOW FINISHED GRADE. 2. ALL CONDUIT ABOVE GRADE SHALL BE RIGID GALVANIZED STEEL (RGS). 3. CONDUCTORS: #12AWG, STRANDED COPPER, INSULATION TYPE XHHN, UNLESS OTHERWISE NOTED. 4. COLOR CODE CONDUCTORS: IDENTIFY CONDUCTORS WHICH DO NOT HAVE COLORED INSULATION WITH COLOR TAPE WHEREVER CONDUCTORS ARE ACCESSIBLE IDENTIFY INSULATED GROUND CONDUCTORS IN ACCORDANCE WITH THE LATEST NEC (USING TAPE), COLOR CODE AS FOLLOWS: 208Y/120V A4 (LEFT BUS IN PNL) BLACK BO (CENTER BUS IN PNL) RED CO (RIGHT BUS IN PNL) BLUE NEUTRAL WHITE EQUIPMENT GROUND GREEN ISOLATED GROUND GRN/YEL* *GREEN WITH YELLOW TRACER 480Y/277V BROWN ORANGE YELLOW GRAY GREEN GRN/YEL* 5. SWITCHES, ETC. WITH PANEL AND CIRCUIT IDENTIFICATION. 6. POST REVISED PANEL SCHEDULES IN ELECTRICAL PANELS UPON COMPLETION OF JOB. 7. IDENTIFY PANELS WITH LAMINATED PHENOLIC NAMEPLATES. 8. CONTRACTOR SHALL COORDINATE THE LIGHT POLE BASE DETAIL WITH THE ACTUAL BASE ARRANGEMENT PRIOR PERMANENTLY LABEL ALL RECEPTACLES, JUNCTION BOXES, TO CONDUIT INSTALLATION. =F �E\C IRAWI\G: 13-YRD-E542 STALL 71/73 POWER ISLAND 13-YRD-E543 STALL 69 POWER ISLAND 13-YRD-E543-3 STALL 72 POWER ISLAND 13-YRD-E627 & E628 W VAULT BUTTERFLY DETAILS 13-YRD-E636 & E637 E VAULT BUTTERFLY DETAILS CONSTRL CT 0\ NOT =S: 1. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, BOXES, FITTINGS, SUPPORTS, AND ALL ANCILLARY HARDWARE, ROUTE CONDUCTORS VIA SPARE CONDUIT FROM HH-18 TO STALL 69 TRELLIS AND INTO VAULT W3. AT TRELLIS CONVERT CABLE TYPE FROM ARMORED TO CLX. ROUTE CONDUIT AND CONDUCTORS ALONG FENCE TO KING COUNTY GATE. L=22" ROUTE CONDUIT VIA NEW TRENCH FROM VAULT E3 TO HH-18 AS DEEP AS POSSIBLE MIN 4' BELOW GRADE. DYE CONCRETE ENCASEMENT RED. Li- - PROVIDE AND INSTALL 6X4X6 FLUSH VAULT WITH HS20 RATED LID STUB UP AND CAP CONDUIT AT BASE OF FENCE UTILIZE SPARE 200A CIRCUIT BREAKER IN SWITCHBOARD #4, 71N/14,16,18 zih�h'A>j�TF FOR REFERENCE ONBCRF440 JUNE 3, 2019 1,EC;EIVED CElY OF TUKWILA 1Ni12 3 PERMIT CENTER CASNEEngineering 45 FACTORIA BOULEVARD SE, SUITE 200 BELLEAIJE, WA 98006 522-1000 WWW.CASNECOM JOB NO. 181-084 SUBTITLE TITLE ELECTRICAL MASTER SITE POWER PLAN STALL 72 UPGRADE - DCN 001 13-YARD DEV. CENTER, WA CURRENT REVISION W5581119 SYMBOL DATE 06.03.19 SHEET E110 JOB N0. 35658 COMP NO. DWG NO. 13-YRD-E110 v W F- 0 w i cr cr a 0 cn d m° co icn i 0 N M N i r i r IN .11061111111011111 NL 73N FED F•!y,• s 6■-■ ■ S CTION SP VOW L!1I t�■■■.,��Lill SIN al OM, 1■. 1�1N :�IM '! STALL®� 2-4"C, • r r ■'��Mill ■ I� t '' 111611111111 1 4�,5. la 61Ir"iir'Ukt*a ' T �■• 00KCMIL W GND, TYPE rer�� III 1111111 iis 11111 Iof 111 .-.L-_-- 2'X3'X3 HANDHOLE FO I4'' i f1allY;ON i�uu-'',,•, LEC. :LPHO BOX 18"W 36'Lx4"D / '� ��- ��', itr UIT '% II a p FUTURE GATE CONTROL LTG CTRL CONTACT( •1/�� 1�/ --raw kmimmiliall j�it{j IIIL 3' ll��n� �� coCOND\ , . a .::: •:III IIIIIMIIIIIIIIIIIII E 111111.11111i�i�' UL �� C. NE 'Ila .' :(�•�'�s �:[N�\`�?�' �1�`4.j ► : rt S n 400 73S �• /2,4,6 y ° _,�—_MEM Ell �7�1 ■/ � cle�an sl};:.�� 51 3 iiiir ria •_ d1.�`�..��Ma� `�«, � €M11 E4 (40'-2) _ w _� r 1 "C 3 8 FLOOD LT �I�� \\�\ "C-2 ri �I� • • 1 10 OBSTRU e r - m. i (.l..... � \I � lei- r�� ' l • r r _- a a. RATOR - i1111111111 �► l d► "II Aim-■�isi'� ® ®:: •� D FROM 9a ligi i In?', i7' `i�il , C'-4•1 � (2)2" CONDUITS (2) 2" CONDUITS = . •:' r114 IIIM� �� ®`�.,�..Ii►2S/ RD-1 31140111111111111 -. �!I ■■ �� ■\■■t�Ef E. _ I ,• r„ / 480Viiiii ■■■■■ , Y £.SFARES 11 IIIIIIII = IijI 3-009FEDFROM 74S 'SNA ) "'II OOA, 2 4#350 ' , , B Rn 1 3 uplmili..w... — ii -I! 'i- '% �� 1 I II� � �mpum� STALL■ -a/' I •, r D-1E311 r&C D A 13-108Mill CABINET iii r+� L- rill 1 •l"tiill ( V1 'I■ d �■■■■�■■� •, 595 E5'�� r, o �� -� rll'`A,2 3 009 f7FROM 76N, 4#4/0r la 1 rillirr"41��II �1I �' 1211 =E■■ nal3 , YRD 1E311 & , 107E :i isk . --fl IMI _'/ L 74S FED FROM 971 4)1'CONDUITS - Pi. 'iiMi%�I WR : CTRL 13-YRD 3 tE311 &r 13-107-E.02 2 (E} w tomorIII) •CTBA K 3X5■ (�! MINI �� ■-psi r'DATACABINEf+58 E�"` .. �i rgd,D 1u1I-iIIi FROM 90 DATA ABINET 7S/8,1 ,12 �w�� , 1 } 2" CONDUITS {E - I ii71+ _ •\Ti7 \ ,!� ' .11 400A �ter■` A. fit_<_•, t� •�, 11■��, {LL ra ' , 13 YRD 1 E311 & 13-107-E 02 MEW �-. r r i�� VAULT`'► <" CONDUITS (T "■� " _ .5 <V ELEC I µ r ,� i fit• t1 0 " ■"�� ,�� 12) 1) "CONDUIT (E li �_ '�I�I� i ' 7 iit- �r■ r INET 6 Gene Otor GEN. 74S 68,70,7' 74S 43.45,47 DUITS (E , • \ SET 13-YRD-1E311 & 11 3-107-E .02 ' ` 0G 1"C 3#4, #10GIN laiiii (3) 2 CO S (E I�'�I—:= � DATA ABINET .• ,:1 it:� ■ 4, • 10G 0 ��'�' �„ I Niro � ■ ri • �-- aire."--.M.." + V y% i ni 60 ){_ 1 C, 3#4_I;10G ■.I PNL 76N 1ir/ Ff%r� III1�„�,.�'�I rJ -0OA I fi Ef GENERATrR #1/0 ri "ON r MPZLill #i-/0 GND PNL 7'. 76N/3 ,34,36 ! r. M 1111 ,ill •,.■ 8"x " 4 60` L'Il ail , ■■■� ■■■■■■, - ! IH E32 g '-' D FROM 90 •il,iiiiiiiiiiii ,y ill / _ / I Ill / - .1111E1.1.1 qPP t i ® mi. g qr {)3�r I 11116 III rr IIII STALL 77 1111 (3) 2'«,•r --�IIIN7 {4) 6��r DU 'IIIII II- 1i ' II •-- 7.S/31,33,35 •NDUIT' (E) ©- / ® iirTil - E!) 1 C, 3#4, #10 (1) 3" C•NDUIT' A.(2) DIM 1 TENSION UNES - - - - L�� - ■I (3) 2' C•NDlig C1:/ HH 3 CONDO 1 E3r3) ■�■I �IMI 78N/31,3 ,35 r 1E311 t&C 13-108-E502 3#4, #10G,willil . \13-Y'• 01"C, COND T IHT29 Ill • i ' \ T60A �— ' E28 PNL 76S Fr it 16i 4, #,DG ISLAND 3# i iir� �r _ __ NL 7678r PAO •�I�•i �� \ \ a� CABLE CABINET �,E ��. 0 ® 'Y� limo ".., �.-.■ „ I (3)2"r•DU -. 1\III�\ . I ■ ■ tiI1 : • I ■ 400A - ( ( . K ��. l 1 i I _ -YRD 1 311 &C 13 _ 115 E50 37,34,' 1 I PILLAR , 4DDH� F,N ifi +r . ,� 1 r; ='7C1, ' .} ' T11� OG 3°C, O#4/0 /:S?i4 , 3#4 #10G / j • • f(ED'!-1 ` -t "�jj .3#4 ; 'N L 311 &C 13 114 E50 _ 1.11 1 4' r , 480 FEED �■ ■■■ 9�NC%2 4 ! AULTII3) D i�.1-4"!, SPA ES (2) 4/0- • •UCTOR CONDO v , 2 1i ) CONDO ( i'■E\LEPH0E ■■ TO AIRPLA E I I O I n I IU AI PLANE �^ SYM REVISION A MFC FLEX STALLS B C D E RECORD DRAWING MFC NEW CREW SHELTERS 13-112 & 13-113 16850 16850 16850 MDC NINE NEW CREW SHELTERS D31634-01 STALL 72 POWER UPGRADE W5581119 BY CASNE CASNE CASNE CASNE CASNE APPROVED DFW CEC CEC DAT DATE 03.29.13 01.08.14 10.25.16 03.07.18 06.03.19 REVISION APPROVED DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DAVE PRETARE CHECKED DATE 9/25/12 SUBTITLE R G CKT CTION LTG CKT 1,3,5 56,58,60 4 ) ROM 96F1 NORTHEAST SUB SUB96&97 IT E) IT E) E) I,; E) IT IT ) FROM 97F5 D FROM 76S/26,28,30 IT (E) IT (E) FROM 96F2 ITS (T) ITS (T) L =G_\D G =RAL \OT =S 1. PROVIDE AND INSTALL ALL CONDUIT, CONDUCTORS, BOXES, HANGERS, SUPPORTS AND ANY ANCILLARY EQUIPMENT AS REQUIRED FOR A COMPLETE INSTALLATION. RIHR \C DRAM \GS 13-YRD\ELEC\ 13-yrd-North.dwg 13 107 1E60 13-107-1E110 13-108-1E60 13-108-1E110 13-112-1E60 13-112-1E110 13-113-1E60 13-113-1E110 13-114-1E60 13-114-1E110 13-115-1E60 13-YRD-1E310 13-YRD-1E310 G&C 13-YD-E543-3R 13-YD-E543-3 13-YD-E624R 13-YD-E624 CO\STRLCT10\ \OT PROVIDE AND INSTALL A CONTINUOUS LENGTH OF C1D1 3/500KCMIL W/GND TYPE MC-HL CABLE, GENERAL CABLE CAT. ND. 9906.50003306, OR APPROVED EQUAL FROM VAULT E5 BACK TO PANEL 74S VIA EXISTING BUS DUCT TRENCHES. PROVIDE AND INSTALL EP GLAND, CROUSE-HINDS CAT. NO. TMCX8302, OR EQUAL ON EQUIPMENT ENTRY POINTS PER MFR. GUIDELINES. PROVIDE AND INSTALL A CONTINUOUS LENGTH OF C1D1 3/350KCMIL W/GND TYPE MC-HL CABLE, GENERAL CABLE CAT. NO. 9906.35003307, OR APPROVED EQUAL FROM STALL 72 VAULT E3 BACK TO PANEL 74S VIA EXISTING BUS DUCT TRENCHES. PROVIDE AND INSTALL EP GLAND, CROUSE-HINDS CAT. NO. TMCX6206, OR EQUAL ON EQUIPMENT ENTRY POINTS PER MFR. GUIDELINES. PROVIDE AND INSTALL A CONTINUOUS LENGTH OF C1D1 3/500KCMIL W/GND TYPE MC-HL CABLE, GENERAL CABLE CAT. NO. 9906.50003306, OR APPROVED EQUAL FROM VAULT E5 BACK TO PANEL 76N VIA EXISTING BUS DUCT TRENCHES. PROVIDE AND INSTALL EP GLAND, CROUSE-HINDS CAT. NO. TMCX8302, OR EQUAL ON EQUIPMENT ENTRY POINTS PER MFR. GUIDELINES. FOR REFERENCE c. No JUNE 3, 2019 ;944 ELECTRICAL SITE PLAN 480Y/277V RECEIVED CITY OF T UKWILA JU) 1 1 `G5 PERMIT CENTER ( CASNEEngineering 3545 FACTORIA BOULEVARD SE, SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-084 7T'cNT REVISION D31634-01 SYMBOL DATE 06.03.19 ENGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER STALL 72 POWER UPGRADE BUILDING 13-YRD DEV. CENTER, WA SHEET E311 E7 J08 NO. W5581119 COMP NO. DWG NO. 13-YRD-E311 E53X-1 A #1 SDBC 1/2"RGS, 2#12, #12G G \OT IS gs\13—YRD—E53X-1.dwg nts\ES\Projects\18\181-084 Boe 13—YD MDC Stall 72\_Dr • • 0 a, 2"RGS, 3113/0, #60 SEE CONSTRUCTION NOTE CL SYM DISCONNECT ISCONN CT TO 200A TO 200A -� DISCONNECT 2 DI CONNECT 1 6 1 6 1 6 TO FROM 15KVA 15KV zA MPZ T of J 30"X30X10" 24X18`X1C" 3/4"RGS, 3118, #10G TO HEAT TRACE G TO 400A DISCONNECT 3"RGS, 3 500KCMIL, #3G 74S/55,57,59 3 /C 350KCMIL TYPE CCW CABLE • J L7 76N/55,57,59 3/C 500KCMIL TYPE 74S/56,58,60 3/C 500KCMIL TYPE CCW CABLE 0 CCW CAE® 9 4/0 BARE CuY VAULT- -5 BJTTER = LY SCALE: N.T.S. 4/0 BARE Cu REVISION 74S/55,57,59 3/C 350KCMIL TYPE CCW CABLE _.," 9 9 9 9 BY APPROVED DATE E310 E53X-1 c) SYM V TO VAULT E4 76N/55, 57, 59 10 3/C 500KCMIL TYPE CCW CABLE 2"RGS, 3#3/0, #6G 6> 3/4"RGS, 3#8, #10G >3"RGS, 3 500KCMIL, #3G 480V FUSIBLE DISCONNECTS 400/400 - 3" X#X COMM/ALARM REVISION TO PANEL 76N 2"RGS, 3#3/0, #6G 3"RGS, 3 500KCMIL, #30 0400A 4:-MINI POWER -ZONE 15KVA, 30 480V-120/208V PZ 60A MCB #1 SDBC ^' 200A 200A 200A TO VAULT GND GRID GRID0 E i A A A TO PANEL 74S J 200/200 74S/56, 58, 60 11 3/C 500KCMIL TYPE CCW CABLE 74S/55, 57, 59 3/C 2"RGS, MIL 3 /0 TYPE #6G CABLE 480V PANELBOARD (TYP 3) ///j (NEW) 200A of MCB 1/0 SDBC TO VAULT GND GRID <0 2"RGS, 3#3/0, #6G /480V J FUSIBLE DISCONNECTS 4 4 200/200 2 (TYP 3) 2 VAULT-15 0\E-LI\ 2"RGS, 3#3/0, #6G SCALE: N.T.S. APPROVED DATE STALL 72 POWER UPGRADE W5581119 CASNE DAT 06.03.19 E53X-1 9 (TYP) SEAL FITTING 3/4"RGS, 3#8, #10G 15KVA MPZ 0 480V 400A DISCONNECT 400A RECPT C3"RGS, TO TO 3 500KCMIL, #3G VAULT HEAT TRACE L'Z>2"RGS, 3#3/0, #6G vo vo vo vo 480V 200A DISC. VAULT - =5 IX' �IOR =L 480V 200A DISC. 200A ECPT EVAT10 \ 00A ECPT 480V 200A DISC. 00A ECPT SCALE: N.T.S. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN E53X-1 L �G=\D 480V 200A DISC. 01 400A, 600V, 3P, 3W DISCONNECT SWITCH IN SS ENCLOSURE, G.E. #TH3365SS 02 200A, 600V, 3P, 3W DISCONNECT SWITCH IN SS ENCLOSURE G.E. #TH3364SS O15KVA, 480-120/208V MINI POWER -ZONE UNIT SUBSTATION, SQD #MPZ15T2F 0 400A, 600V, 3W, 4P RECEPTACLE, CROUSE HINDS CAT # AREX 4042210 O200A, 600V, 3W, 4P RECEPTACLE CROUSE HINDS CAT # AREA 204226 DATE CHECKED ENGINEER CHECKED SUBTITLE 200A ECPT 1. OVERALL DIMENSIONS SHOWN ARE APPROXIMATE. SUBSTITUTIONS MUST BE APPROVED BY BOEING ENGINEERING 2. ALL CONDUIIT ENTRIES AND PENETRATIONS SHALL BE GROUTED PER MANUFACTURER'S REQUIREMENTS TO BE WATERPROOF. 3. CONTRACTOR SHALL SWITCH FROM PVC TO PVC COATED RIGID FOR ALL CONDUIT ENTRIES INTO VAULTS. R CO F_R=\CE STUCTIO DRAWI\ \ \OT GS IS PROVIDE AND INSTALL CONNECTION TO EXISTING PIPING HEAT TRACE EQUIPMENT IN VAULT. PROVIDE AND INSTALL 480V, 200A, FUSIBLE, NEMA 4X DISCONNECT, G.E. CAT NO. TH3364SS, OR APPROVED EQUAL ON UTILITY RACK AT 48" TO ENCLOSURE BOTTOM. PROVIDE SIX (6) 200A FUSES, INSTALL THREE (3) IN SWITCH. PROVIDE THREE (3) SPARES TO CUSTOMER. PROVIDE AND INSTALL 480V, 400A, FUSIBLE, NEMA 4X DISCONNECT, G.E. CAT NO. TH3365SS, OR APPROVED EQUAL ON UTILITY RACK AT 48" TO ENCLOSURE BOTTOM. PROVIDE SIX (6) 400A FUSES, INSTALL THREE (3) IN SWITCH. PROVIDE THREE (3) SPARES TO CUSTOMER. PROVIDE AND INSTALL 15KVA, 30, 480V-120/208V, MINI POWER -ZONE, SQ D CAT. NO. MPZ15T2F, OR APPROVED EQUAL ON UTILITY RACK AT 36" ABOVE GRADE TO BOTTOM OF ENCLOSURE. PROVIDE AND INSTALL C101 J-BOX IN VAULT, MIN. SIZE AS INDICATED ON VAULT E5 DETAIL. PROVIDE AND INSTALL EP GLAND(S) AND CONDUIT SEAL(S) ON J-BOX. ROUTE CABLE THROUGH SEAL AND GLAND TO J-BOX, FILL SEAL. PROVIDE AND INSTALL CONDUCTOR SPLICES IN J-BOX. PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FROM C1D1 J-BOX TO EQUIPMENT. PROVIDE AND INSTALL CONDUIT SEAL 18" FROM EQUIPMENT ENCLOSURE. PROVIDE AND INSTALL 480V, 200A, 3W, 4P RECEPTACLE CROUSE-HINDS CAT. NO. AREA 204226 ON UTILITY RACK AT 48" ABOVE GRADE. PROVIDE CONDUIT AND CONDUCTORS FROM RECEPTACLE TO DISCONNECT SWITCH. PROVIDE AND INSTALL 480V, 400A, 3W, 4P RECEPTACLE CROUSE-HINDS CAT. NO. AREX 4042210 ON UTILITY RACK AT 48" ABOVE GRADE. PROVIDE CONDUIT AND CONDUCTORS FROM RECEPTACLE TO DISCONNECT SWITCH. PROVIDE AND INSTALL 350KCMIL, 3 CONDUCTOR, ARMORED TYPE CC, 3 CONDUCTOR CABLE, GENERAL CABLE CAT. NO. 9600.35003307, OR APPROVED EQUAL FROM PANEL 74S TO NEW 200A DIST. PANEL AT VAULT E3. PROVIDE AND INSTALL EP GLAND, CROUSE-HINDS CAT. NO. TMCX6206, OR EQUAL ON EQUIPMENT ENTRY POINTS PER MFR. GUIDELINES. PROVIDE AND INSTALL 500KCMIL, 3 CONDUCTOR, TYPE CC, 3 CONDUCTOR CABLE, GENERAL CABLE CAT. NO. 9600.50003306, OR APPROVED EQUAL FROM PANEL 76N TO VAULT J-BOX FOR 400A DISCONNECT SWITCH. PROVIDE AND INSTALL EP GLAND, CROUSE-HINDS CAT. NO. TMCX8302, OR EQUAL ON EQUIPMENT ENTRY POINTS. REDUCE PANEL BREAKER TRIP PLUG SET POINT FROM 450A TO 400A TRIP SLI IING. PROVIDE AND INSTALL 500KCMIL, 3 CONDUCTOR ARMORED, TYPE CC, 3 CONDUCTOR CABLE, GENERAL CABLE CAT. NO. 9600.50003306, OR APPROVED EQUAL FROM PANEL 74S TO VAULT J-BOX. PROVIDE AND INSTALL EP GLAND, PROVIDE AND INSTALL EP GLAND, CROUSE-HINDS CAT. NO. TMCX8302, OR EQUAL ON EQUIPMENT ENTRY POINTS PER MFR. GUIDELINES. REDUCE PANEL BREAKER TRIP PLUG SLI IING FROM 450A TO 400A TRIP SLI IING. PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FROM DISCONNECT TO RECEPTACLE. PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FROM J-BOX TO MINI POWER -ZONE PANEL. PROVIDE AND INSTALL C1D1 J-BOX IN VAULT E3. PROVIDE AND INSTALL EP GLANO ON J-BOX. PER MFR. GUIDELINES ROUTE CABLE THROUGH SEAL TO J-BOX FOR DISTRIBUTION PANEL. PROVIDE AND INSTALL SOFT DRAWN BARE COPPER GROUNDING LEAD FROM PANELBOARD TO VAULT GROUND GRID. BOND PER N.E.C. RECEIVED CITY OF TUKWILA an 1 1 2512 PERMIT CENTER FOR REFERENCE OWogl,:, JUNE 3, 2019 QL�9�©r SECTION AND DETAILS ELECTRICAL VAULTS GE' CASNEEngineering 3545 FACTORIA BOULEVARD SE., SUITE 200 BELLEVUE, WA 98006 (425) 522-7000 WWW.CASNE.COM JOB NO. 181-084 CU""`+ `E`ASION 5581119 SYMBOL DATE 06.03.19 APPROVED APPROVED TITLE ELECTRICAL MASTER STALL 72 POWER UPGRADE BUILDING 13-YRD M.D.C. SHEET E53X-1 E8 JOB NO. W5581119 COMP NO. DWG N0. 3-YD-E53X-1 TFB: 10/02/18 09:46 L IN D 0 4—) LU F— ) w (.0 0... —J CO 0 SYM 1 4/0 BARE Cu 74S/55,57,59 3/C 350KCMIL TYPE CCW CABLE N.,.., 'N 76N/55 57e 3/C 50OKNIL TYPE CCW CABLE Is N 74S/56,58,60 3/C 500KCMIL TYPE CCW CABLE i 9 9 IXPSTI\G VAL SCALE: N.T.S. LD _T 16 BLTT IR LY > 74S/55,57,59 3/C 350KCMIL TYPE CCW CABLE ..,, ''', 76N/55 5Z 3/C 50bKaIll TYPE CCW CABLE N 74S/56,58,60 3/C 500KCMIL TYPE CCW CABLE --7 9 9 9 9 4/0 BARE Cu --/// :XIS I \ G VALLI 18 BUTT 1 fl E311E53X-2 ERFLY (3-) SCALE: N.T.S. E311E53X-2 REVISION BY STALL 72 POWER UPGRADE W5811198 CASNE APPROVED DAT DATE SYM o REVISION DO w TO STALL 74 PA BY LD 4/0 BARE Cu =' 74S/55,57,59 3/C 350KCMIL TYPE CCW CABLE N.,, /3> 'N 76N/55,5 /59 3/C 500KCMIL TYPE CCW CABLE -LN, 74S/56,58,60 3/C 500KCMIL TYPE CCW CABLE i 9 9 9 1 EXISTI\ G VAULT-17 BUTT FLY (2 .) SCALE: N.T.S. E311E53X-2 APPROVED DATE 06.03.19 10 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN DATE CHECKED SUBTITLE SECTION AND DETAILS ELECTRICAL VAULTS iNulfiLER CHECKED APPROVED APPROVED STALL 72 POWER UPGRADE BUILDING 13-YRD ELECTRICAL MASTER M.D.C. C›- [›- G AL \ OTIS 1. OVERALL DIMENSIONS SHOWN ARE APPROXIMATE. SUBSTITUTIONS MUST BE APPROVED BY BOEING ENGINEERING 2. ALL CONDUIIT ENTRIES AND PENETRATIONS SHALL BE GROUTED PER MANUFACTURER'S REQUIREMENTS TO BE WATERPROOF. 3. CONTRACTOR SHALL SWITCH FROM PVC TO PVC COATED RIGID FOR ALL CONDUIT ENTRIES INTO VAULTS. \ C DRAWI \GS CO \ S-HJCTIO \ \ OT IS PROVIDE AND INSTALL 350KCMIL, 3 CONDUCTOR, ARMORED TYPE CC, 3 CONDUCTOR CABLE, GENERAL CABLE CAT. NO. 9600.35003307, OR APPROVED EQUAL FROM PANEL 74S TO NEW 200A DIST. PANEL AT VAULT E3. PROVIDE AND INSTALL 500KCMIL, 3 CONDUCTOR, TYPE CC, 3 CONDUCTOR CABLE, GENERAL CABLE CAT. NO. 9600.50003306, OR APPROVED EQUAL FROM PANEL 76N TO VAULT E5 J-BOX FOR 400A DISCONNECT SWITCH. PROVIDE AND INSTALL 500KCMIL, 3 CONDUCTOR ARMORED, TYPE CC, 3 CONDUCTOR CABLE, GENERAL CABLE CAT. NO. 9600.50003306, OR APPROVED EQUAL FROM PANEL 74S TO VAULT E5 J-BOX. RECEIVED CITY OF TLIKWILA JUA 1 1 Cas; FOR REFERENCE oNLy,:CCASNEEngineering 3545 FACTORIA BOULEVARD SE, SUITE 200 BELLEVUE, WA 98006 ) 522-1000 VAWi.CASNE.COM JOB NO. 181-084 JUNE 3, 2019 15124)) URR8.12 ON SHEET 1119 SYMBOL E53X-2 DATE 06.03.19 E9 JOB NO. COMP NO. W581119 DWG NO. 3-YD-E53X-2 0 N n 0 0 0 0 i m 00 0 0 E rn 2" CONDUIT TO SWITCH ON NORTH SIDE REVISION L =VATIO \ SOU BY C 543- STALL 72 UTIL SCALE:1 /2"=1 '-0" APPROVED 72/13,15,17 200 [ J 100 100 72/13,15,17 72/13,15,17 72/25,27,29 72/7,9,11 400A 2"C 72/7,9,11 72/25,27,29 C20 20"x24"x6' PULL BOX 60A 60A 200A LJ TY STAND - W IL =VAT1O\ \OT -ST 200 72/25,27,29 72/25,27,29 60 4 60 60 (� 60 400 400 C 543- r13-YRD-E13-YD-E543-3 72/7,9,11 STALL 72 UTILITY S SCALE:1 /2"=1'-0" DATE SYM A\D REVISION W =ST 543- BY 2" CONDUIT TO JB ON SOUTH SIDE 72/133,15,17 A 543- APPROVED DATE A 13-YD MDC STALL 72 POWER UPGRADE W5581119 CASNE DAT 06.03.19 STALL 72 CREW SHELTER ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CHECKED DATE SUBTITLE L=G 0 0 0 0 \3 400A, 600V, 3P, 3W DISCONNECT SWITCH IN SS ENCLOSURE 200A, 600V, 3P, 3W FUSIBLE DISCONNECT SWITCH IN SS ENCLOSURE, G.E. CAT. NO. TH3364SS BUSSMAN CLASS R FUSE CAT. NO. LPS-RK-200SP 100A, 600V, 3P, 3W DISCONNECT SWITCH IN SS ENCLOSURE 60A, 600V, 3P, 3W INTERLOCKED RECEPTACLE WITH ENCLOSED DISCONNECT IN 3R ENCLOSURE 400A, 600V, 3W, 4P RECEPTACLE, CROUSE HINDS CAT # AREX 4042210 200A, 600V, 3W, 4P RECEPTACLE CROUSE HINDS CAT # AREA 204226 HOFFMAN 24"x24"x8" NEMA 4X PULL BOX CAT. NO. A24H2408SSLP W/BACKPLANE CAT. NO. A24P24, ILSCO DISTRIBUTION POWER BLOCK CAT. NO. PDB-22-350-3 0- INDICATES CONDUIT OR CIRCUIT NO. SEE DWG E563. R=E=R=\C DAWI\GS 13-YRD-E310 13-YRD-E563 E543-3R GE\-RAL \OTIS 1. ALUMINUM PLATES ARE TO BE MOUNTED ON THE FURNISHED UNISTRUT ATTACHED TO THE POLES. SEE DWG C540. 2. FOR ALUMINUM PLATES 48" OR LARGER STIFFEN BACK PLATE WITH 3 PARALLEL P1000 UNISTRUTS. 3. MOUNT BOTTOM OF BACK PLATES 3'-0" ABOVE GRADE. CO\STR.,CTO\ NOIS PROVIDE AND INSTALL NEMA 4X PULLBOX WHERE INDICATED. PROVIDE AND INSTALL DISTRIBUTION POWER BLOCK ON PULLBOX BACKPLANE. CONNNECT PREVIOUSLY DISCONNECTED FEEDERS TO PULL BOX DISTRIBUTION BLOCK PRIMARY SIDE TERMINALS. ® PROVIDE AND INSTALL 200A DISCONNECT SWITCH WHERE INDICATED. PROVIDE SIX (6) CLASS R FUSES. INSTALL THREE (3) FUSES IN DISCONNECT. LEAVE THREE (3) SPARES INSIDE DISCONNECT ENCLOSURE. [2>> PROVIDE AND INSTALL 600V, 200A RECEPTACLE WHERE INDICATED. --''" PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FROM PULL BOX DIST. BLOCK SECONDARY SIDE TERMINALS TO DISCONNECT SWITCH. 7�j PROVIDE AND INSTALL CONDUIT AND CONDUCTORS FROM RECEPTACLE BACK TO DISCONNECT SAFETY SWITCH. FOR REFERENCE 0 JUNE 3, 2019 72 PWR ISLAND - NORTH/SOUTH ELEV RECEIVED CITY OF TUKWILA JCa 1 1 2319 PERMIT CENTER CASNEEngineering 3545 FACTORIA BOULEVARD SE, SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-084 CUR'y41TT'" EVISION W5581119 SYMBOL DATE A 06.03.19 'ENGINEER CHECKED APPROVED APPROVED TITLE 13-YD MDC STALL 72 POWER UPGRADE ELECTRICAL MASTER BUILDING 13-YD NW DEV. CENTER, WA SHEET E543-3 E10 JOB NO. W5581119 COMP NO. DWG NO. 13-YD-E543-3 ID 0 0 0 ID 0 0. UJ E 71N/1,3,5 7172R/7,9,11 T71N/13,15,17 72" X 64" 1/4" ALUM PLATE --\\ RECPT FOR A/C GAR CABANA #1 AIL SCALE:1 /2"=1'-0" E5431 E550 71N/24,27,2 7172R/8,10,1 72/1,3,5 7172R/13,15,17 T71N/32,34,3 411 3/16" ALUM PLATE 48" X 48" 1 7172R/16 71N/43,45,47 71N/31,33,35 CABANA #3 DETAIL SCALE:1/2"=1'-0" E53j E550 sgsdgsgsdSFASFASFAS 96" X 64" 1/4" ALUM PLATE -\ CABANA DETAIL SCALE:1/2"=1'-0" 72/32,34,36 7 72R/18 D AIL SCALE:1/2"=1' -0" E543 E550 48" X 48" 1/4" ALUM PLATE WIDE LIGHT, 1,000W HPS FLOOD LIGHT MODEL #TLS-1000-AQV (13 3/4" CONDUIT D ETA! MOUNT FIXTURE ON SOUTH SIDE / 3/4" SEAL TITE SCALE: NONE E543 E550 REFERENCE ONLY 2" PIPE (TYPICAL 4 PLACES) JUNCTION BOX 4"x4"x3" NEMA 4X STAINLESS FOR REFERENCE ONLY JUNE 3, 2019 LEGIND 0 400A, 600V, 3P, 3W DISCONNECT SWITCH IN SS ENCLOSURE 0 0 0 0 0 ED ED ED 200A, 600V, 3P, 3W DISCONNECT SWITCH IN SS ENCLOSURE 100A, 600V, 3P, 3W DISCONNECT SWITCH IN SS ENCLOSURE 60A, 600V, 3P, 3W DISCONNECT SWITCH IN SS ENCLOSURE 30A, 600V, 3W, 4P RECEPTACLE, CROUSE HINDS CAT #ARE 3423 400A, 600V, 3W, 4P RECEPTACLE, CROUSE HINDS CAT # AREX 4042210 200A, 600V, 3W, 4P RECEPTACLE CROUSE HINDS CAT # AREA 204226 100A, 600V, 3W, 4P RECEPTACLE CROUSE HINDS CAT # AREA 10426 60A, 600V, 3W, 4P RECEPTACLE CROUSE HINDS CAT # AREA 6425 SELECTOR SWITCH, H-O-A, A-B CAT #800H-R3HA4TL DUPLEX RECEPTACLE, 20A, 120V, 2W, 3P EXPLOSION PROOF CROUSE HINDS CAT, # CPS 152-302 RECEPTACLE, 30A, 208/120V, 3 PHASE, 4P, 5W, HUBBELL CAT #2810A MOUNTED IN CROUSE HINDS FD2 BOX WITH WATERPROOF COVER WRLD. CROUSE HINDS OUTLET BOX FS3 WITH WATERPROOF COVER WLRD-1 0- INDICATES CONDUIT OR CIRCUIT NO. SEE DWG E563. ERAL \ OTIS 1. ALUMINUM PLATES ARE TO BE MOUNTED ON THE FURNISHED UNISTRUT ATTACHED TO THE POLES. SEE DWG C540. 2. CONDUIT AND CLX CABLE DROP FROM CABLE TRAY AND RACK ABOVE. 3. FOR ALUMINUM PLATES 48" OR LARGER STIFFEN BACK PLATE WITH 3 PARALLEL P1000 UNISTRUTS. 4. MOUNT BOTTOM OF BACK PLATES 3'-0" ABOVE GRADE. CO \ STRUCTIO \ NOT 6)$.'1")6Z:29'9)°4:7/1'.14(41111; IS RECEIVE D CITY OF TLIKwILA JUN 1 1 200 PERMIT CENTER CASNE ENGINEERING, INC. ELECTRICAL AND TECHNOLOGY CONSULTANTS 10604 NE 386, PL., SUITE 205 KIRKLAND, WA 98033 (425) 522-1000 N4W.CASNE.COM .108 NO. 181-084 SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN S. ATKINSON DATE 06.01.97 CHECKED E. KIRKHAM SUBTITLE DETAILS FOR 71/72 CURRENTRBASIM W5581119 DATE 06.03.19 A ISSUED FOR CONSTRUCTION 06.19.97 9 REVISED PER INSTALLATION RECORD LG EK 11.03.97 MFC FLEX STALLS 16850 CASNE DFW 03.29.13 RECORD DRAWING 16850 CASNE 01.08.14 STALL 72 POWER UPGRADE W5581119 CASNE DAT 06.03.19 APPROVED BY DEPT. DATE 06.01.97 -ENGINEER E. HARRIS 06.01.97 CHECKED E. KIRKHAM 06.01.97 APPROVED APPROVED STALL 72 POWER UPGRADE BUILDING 13-YD ELECTRICAL MASTER DEV. CENTER, WA SHEET E550 Ell JoB No. cow No. W5581119 MG NO. 13-YD-E550 0 rn 0 CABLE AND CONDUIT SCHEDULE CABLE AND CONDUIT SCHEDULE CABLE AND CONDUIT SCHEDULE COND/CKT No. SIZE OF CONDUIT SIZE OF CONDUCTORS VOLTAGE FROM TO REMARKS COND/CKT NO. SIZE OF CONDUIT SIZE OF CONDUCTORS VOLTAGE FROM TO REMARKS COND/CKt No. SIZE OF CONDUIT SIZE OF CONDUCTORS VOLTAGE FROM TO REMARKS 1 2-3/C # 4/0 CLX 480V PANEL 77N 400A RECPT FOR AC CART #1 CKT i0,36,50 51 2-3/C #4/0 CLX 480V PANEL 75N 400A RECPT FOR GENERATOR CKT 2a,4b,6c 101 1-3/C #4/0 CLX 480V PANEL 73N 200A RECPT (SPARE) CKT 19a,21b,23c 2 2-3/C # 4/0 CLX 480V PANEL 77N 400A RECPT FOR GENERATOR CKT 2a,4b,6c 52 2-3/C #4/0 CLX 480V PANEL 73S 400A RECPT FOR AC CART #2 CKT ta,3b,5c 102 1-3/C #2 CLX 480V PANEL 73N 45KVA XFMR PRIMARY CKT 26a,28b,30c 3 2-3/C # 4/0 CLX 480V PANEL 75S 400A RECPT FOR AC CART #2 CKT ta,3b,5c 53 1-3/C #4/0 CLX 480V PANEL 73S 200A RECPT FOR HYD CART CKT 14a,16b,18c 103 2" 3 #2/0, 1 #2/0 N, 1 #6G 208/120V 45KVA XFMR SECONDARY PANEL 7173R1 4 1-3/C # 4/0 CLX 480V PANEL 75S 200A RECPT FOR HYD CART CKT 140,16b,18c 54 1-3/C #2 CLX 480V PANEL 73S 100A RECPT (SPARE) CKT 25a,27b,29c 104 3/4" 2 #8, 1 #10 G 480V LIGHTING CONTRACTOR LIGHT FIXTURE 5 1-3/C # 2 CLX 480V PANEL 75S 100A RECPT (SPARE) CKT 25a,27b,29c 55 1-3/C #4 CLX 480V PANEL 73S 60A RECPT FOR GROUND HTRS CKT 380,40b,42c 6 1-3/C # 4 CLX 480V PANEL 75S 60A RECPT FOR GROUND HTRS CKT 380,40b,42c 56 1-3/C #4 CLX 480V PANEL 75N 60A FDR FOR CREW SHELTER #1 CKT 32o,34b,36c 7 1-3/C # 4 CLX 480V PANEL 77N 60A FDR FOR CREW SHELTER #1 CKT 32a,34b,36c 57 1-3/C #4 CLX 480V PANEL 75N 60A FDR FOR CREW SHELTER #2 CKT 38a,40b,42c 8 1-3/C # 4 CLX 480V PANEL 77N 60A FDR FOR CREW SHELTER #2 CKT 380,406,42c 58 1-3/C #8 CLX 480V PANEL 73S 30A RECPT (SPARE) CKT 43a,45b,47c 9 1-3/C # 8 CLX 480V PANEL 75S 30A RECPT (SPARE) CKT 430,456,47c 59 2-3/C #4/0 CLX 480V PANEL 75N 400A RECPTT (SPARE) CKT 7a,9b,11c 10 2-3/C # 4/0 CLX 480V PANEL 77N 400A RECPT FOR AC CART (SPARE) CKT 70,9b,11c 60 2-3/C #4/0 CLX 480V PANEL 73S 400A RECPT FOR GENERATOR CKT 2a,4b,6c 11 2-3/C # 4/0 CLX 480V PANEL 75S 400A RECPT FOR GENERATOR CKT 2a,4b,6c 61 2-3/C #4/0 CLX 480V PANEL 73S 400A RECPT (SPARE) CKT 7a,9b,11c 12 2-3/C # 4/0 CLX 480V PANEL 75S 400A RECPT (SPARE) CKT 70,9b,11c 62 1-3/C #4/0 CLX 480V PANEL 73S 200A RECPT FOR HYD CART CKT 13a,15b,17c 13 1-3/C # 4/0 CLX 480V PANEL 75S 200A RECPT FOR HYD CART CKT 13a,15b,17c 63 1-3/C #2 CLX 480V PANEL 75N 100A RECPT (SPARE) CKT 25a,27b,29c 14 1-3/C # 2 CLX 480V PANEL 77N 100A RECPT (SPARE) CKT 25a,27b,29c 64 1-3/C #4 CLX 480V PANEL 73S 60A RECPT FOR GROUND HTRS CKT 31o,33b,35c 15 1-3/C # 4 CLX 480V PANEL 75S 60A RECPT FOR GROUND HEATERS CKT 31a,33b,35c 65 1-3/C #4 CLX 480V PANEL 73S 60A RECPT (SPARE) CKT 32o,34b,36c 16 1-3/C # 4 CLX 480V PANEL 75S 60A RECPT (SPARE) CKT 32a,34b,36c 66 1-3/C #4 CLX 480V PANEL 75N 6DA RECPT (SPARE) CKT 31a,33b,35c L - G E \ 1) 17 1-3/C # 4 CLX 480V PANEL 77N 60A RECPT (SPARE) CKT 31a,33b,35c 67 1-3/C #8 CLX 480V PANEL 75N 30A RECPT (SPARE) CKT 32a,34b,36c 18 1-3/C # 8 CLX 480V PANEL 77N 30A RECPT (SPARE) CKT 43a,45b,47c 68 1-3/C #8 CLX 480V PANEL 73S 30A RECPT (SPARE) CKT 44a,46b,48c 19 1-3/C # 8 CLX 480V PANEL 75S 30A RECPT (SPARE) CKT 440,46b,48c 69 1-1/2" 12 #8, 3 #BG 208/120V PANEL 7375R1 69 TEE 1 20 1-1/2" 12 # 8,3 # 8 G 208/120V PANEL 7577R1 20 TEE 1 69A 3/4" 4 #8, 1 #8 G 208/120V 69 TEE 1 CABANA #1 RECPT CKT 70,9b,11c 20A 3/4" 4 # 8,1 # 8 G 208/120V 20 TEE 1 CABANA # 1 RECPT CKT 7a,9b,11c 69B 1-1/2" 8 #8, 2 #8 G 208/120V 69 TEE 1 69 TEE 2 208 1-1/2" 8 # 8,2 # 8G 208/120V 20 TEE 1 20 TEE 2 69C 3/4" 4 #8, 1 #8 G 208/120V 69 TEE 2 CABANA #2 RECPT CKT 8a,10b,12c 20C 3/4" 4 # 8,1 # 8 G 208/120V 20 TEE 2 CABANA # 2 RECPT CKT 8a,10b,12c 69D 3/4" 4 #8, 1 #8 G 208/120V 69 TEE 2 CABANA #3 RECPT CKT 130,15b,17c 20D 3/4" 4 # 8,1 # 8 G 208/120V 20 TEE 2 CABANA # 3 RECPT CKT 13o,15b,17c 70 1" 6 #10, 3 #12 G 120V PANEL 7375R1, CKTS 14,16,18 70 TEE 1 _ 21 1" 6 # 10,3 # 12G 120V PANEL 7577R1 21 TEE 1 70A 3/4" 2 #10, 1 #12 G 120V 170 TEE 1 RECPT #1 CKT 14a G-- \ -_ RA L \ OT - S 21A 3/4" 2 # 10, 1 # 12 G 120V 21 TEE 1 RECPT # 1 CKT 140 706 3/4" 4 #10, 2 #12 G 120V 70 TEE 1 70 TEE 2 216 3/4" 4 # 10, 2 # 13 G 120V 21 TEE 1 21 TEE 2 70C 3/4" 2 #10, 1 #12 G 120V 70 TEE 2 RECPT #2 CKT 16b 21C 3/4" 2 # 10, 1 # 12 G 120V 21 TEE 2 RECPT #2 CKT 166 70D 3/4" 2 #10, 1 #12 G 120V 70 TEE 2 RECPT #3 CKT 18c 21D 3/4" 2 # 10, 1 # 12 G 120V 21 TEE 2 RECPT #3 CKT 18c 71 1" 6 #10, 3 #12 120V PANEL 7375R1, CKTS 19,21,23 71 TEE 1 22 1" 6 # 10, 3 # 12 120V PANEL 7577R1\ 22 TEE 1 71A 3/4" 2 #10, 1 #12 G 120V 71 TEE 1 RECPT 4 CKT 19a 22A 3/4" 2 # 10, 1 # 12 G 120V 22 TEE 1 RECPT 4 CKT 19a 718 3/4" 4 #10, 2 #12 G 120V 71 TEE 1 71 TEE 2 22B 3/4" 4 #10, 2 #12 G 120V 22 TEE 1 22 TEE 2 71C 3/4" 2 #10, 1 #12 G 120V 71 TEE 2 RECPT 5 CKT 21b 22C 3/4" 2 #10, 1 #12 G 120V 22 TEE 2 RECPT 5 CKT 21b 71D 3/4" 2 #10, 1 #12 G 120V 71 TEE 2 RECPT 6 CKT 23c 220 3/4" 2 #10, 1 #12 G 120V 22 TEE 2 RECPT 6 CKT 23c 72 1" 4 #8, 2 #10 G 480V LIGHTING CONTACTOR 72 TEE 1 23 1" 4 #8, 2 #10 G 480V LIGHTING CONTACTOR 23 TEE 1 72A 3/4" 4 #8, 2 #10 G 480V 72 TEE 1 AREA LTS #1 PNL 75N CKT 49a,53c C 0 \ S T J CTI 0 \ \ OT - S 23A 3/4" 4 #8, 1 #10 G 480V 23 TEE 1 AREA LTS SOUTH SIDE 77N CKT 49a,53c 726 3/4" 4 #8, 2 #10 G 480V 72 TEE 1 AREA LTS #2 PNL 73S CKT 49a,53c 23B 3/4" 4 #8, 1 #10 G 480V 23 TEE 1 AREA LTS NORTH SIDE 77S CKT 49a,53c 73 1-3/C #4/0 CLX 480V PANEL 75N 200A RECPT (SPARE) CKT 19a,21b,23c 24 1-3/C # 4/0 CLX 480V PANEL 77N 200A RECPT (SPARE) CKi 19a,21b,23c 74 1-3/C #2 CLX 480V PANEL 75N 45KVA XFMR PRIMARY CKT 26a,28b,30c 25 2-1/2" 2#1,1#4G 480V J-BOX AT WEST SUB HANDHOLE HH #E12 EMERGENCY POWER 75 2" 3 #2/0, 1 #2/0 N, 1 #60 208/120V 45KVA XFMR SECONDARY PANEL 7375R1 26 2-1/2" 2#1, 1#4G 480V HANDHOLE HH #E12 HANDHOLE HH #E14 EMERGENCY POWER 76 NOT USED 27 2-1/2" 4#1, 2#4G 480V HANDHOLE HH #E14 XFMR FOR PANEL X7173 EMERGENCY POWER 77 NOT USED 28 2-1/2" 2#1, 1#4G 480V J-BOX AT WEST SUB XFMR FOR PANEL X7577 EMERGENCY POWER 78 2-3/C #4/0 CLX 480V PANEL 73N 400A RECPT FOR AC CART #1 CKT ia,3b,5c 29 2-1/2" 2#1, 1#4 G 480V HANDHOLE HH #E14 XFMR FOR PANEL 71/72 79 2-3/C #4/0 CLX 480V PANEL 73N 400A RECPT FOR GENERATOR CKT 2a,4b,6c 30 2-3/C # 4/0 CLX 480V PANEL 71N 400A RECPT FOR AC CART #1 CKi ia,3b,5c 80 2-3/C #4/0 CLX 480V PANEL 71S 400A RECPT FOR AC CART #2 CKT 10,36,5c 31 1-3/C # 4/0 CLX 480V PANEL 71N 200A RECPT FOR HYD CART CKT 130,156,17c 81 1-3/C #4/0 CLX 480V PANEL 71S 200A RECPT FOR HYD CART CKT 14a,16b,18c 32 2-3/C # 4/0 CLX 480V PANEL 72 400A RECPT FOR AC CART CKT la,3b,5c 82 1-3/C #2 CLX 480V PANEL 71S 100A RECPT (SPARE) CKT 25a,27b,29c 33 1-3/C # 2 CLX 480V PANEL 71N 100A RECPT (SPARE) CKT 25a,27b,29c 83 1-3/C #4 CLX 480V PANEL 71S 60A RECPT FOR GROUND HTRS CKT 38a,40b,42c 34 1-3/C # 8 CLX 480V PANEL 71N 30A RECPT (SPARE) CKT 43a,45b,47c 84 1-3/C #4 CLX 480V PANEL 73N 60A FdrFOR CREW SHELTER #1 CKT 32a,34b,36c 35 1-3/C #4 CLX 480V PANEL 71N 60A RECPT (SPARE) CKT 310,33b,35c 85 1-3/C #4 CLX 480V PANEL 73N 60A FDR FOR CREW SHELTER #2 CKT 38a,40b,42c 36 1-3/C #4 CLX 480V PANEL 71N 60A FDR FOR CREW SHELTER #1 CKT 320,34b,36c 86 1-3/C #8 CLX 480V PANEL 71S 30A RECPT (SPARE) CKT 43a,456,47c 37 1-3/C #4 CLX 480V PANEL 72 60A FDR FOR CREW SHELTER #2 CKT 32a,34b,36c 87 2-3/C #4/0 CLX 480V PANEL 73N 400A RECPT FOR AC CART (SPARE) CKT 70,96,110 38 1" 4 #8, 2 #10 G 480V LIGHTING CONTACTOR 38 TEE 1 88 2-3/C #4/0 CLX 480V PANEL 71S 400A RECPT FOR GENERATOR CKT 2o,4b,6c 38A 3/4" 2 #8, 1 #10 G 480V 38 TEE 1 AREA LIGHTS SOUTH SIDE 71N CKT 490,53c 89 2-3/C #4/0 CLX 480V PANEL 71S 400A RECPT (SPARE) CKT 7a,9b,11c 38B 3/4" 2 #8, 1 #10 G 480V 38 TEE 1 AREA LIGHTS SOUTH SIDE 71N CKT 49a,53c 90 1-3/C #4/0 CLX 480V PANEL 71S 200A RECPT FOR HYD CART CKT 13a,15b,17c 39 1" 6 #10, 3 #12 G 120V PANEL 7172R1 39 TEE 1 91 1-3/C #2 CLX 480V PANEL 73N 100A RECPT (SPARE) CKT 25a,27b,29c 39A 3/4" 2 #10, 1 #12 G 120V 39 TEE 1 RECPT #1 CKT 14a 92 1-3/C #4 CLX 480V PANEL 71S 60A RECPT FOR GROUND HTRS CKT 310,336,350 396 3/4" 4 #10, 2 #12 120V 39 TEE 1 39 TEE 2 93 1-3/C #4 CLX 480V PANEL 71S 60A RECPT (SPARE) CKT 32a,34b,36c 39C 3/4" 2 #10, 1 #12 G 120V 39 TEE 2 RECPT #2 CKT 16b 94 1-3/C #4 CLX 480V PANEL 73N 60A RECPT (SPARE) CKT 31a,33b,35c 39D 3/4" 2 #10, 1 #12G 120V 39 TEE 2 RECPT #3 CKT 18c 95 1-3/C #8 CLX 480V PANEL 73N 30A RECPT (SPARE) CKT 43o,45b,47c 40 1-1/2" 12 #8, 3 #100 208/120V PANEL 7172R1 40 TEE 1 96 1-3/C #8 CLX 480V PANEL 71S 30A RECPT (SPARE) CKT 44o,46b,48c 40A 3/4" 4 #8, 1 #10G 208/120V 40 TEE 1 CABANA #1 RECPT CKT 70,96,110 97 1-1/2" 12 #8, 3 #8G 208/120V PANEL 7173R1, CKTS 7,8,13 97 TEE 1 406 3/4" 8#8, 2#10G 208/120V 40 TEE 1 40 TEE 2 97A 3/4" 4 #8, 1 #8 G 208/120V 97 TEE 1 CABANA #1 RECPT CKT 7a,9b,11c 40C 3/4" 4#8, 1#10G 208/120V 40 TEE 2 CABANA #2 RECPT CKT 8a,10b,12c 978 1-1/2" 8 #8, 2 #8G 208/120V 97 TEE 1 97 TEE 2 OD 3/4" 4 1 10 208 12*V •, T E AB • ,3 ECP CKT 1315 17 97C 3/4" 4 #8, 1 #8G 208/120V 97 TEE 2 CABANA #2 RECPT CKT 80,10b,12c 41 4" 2-3/C #4/0 CLX 480V PANEL 71N DIST. PULL BOX FOR STALL 72 CKT 7a,9b,11c 97D 3/4" 4 #8, 1 #8 G 208/120V 97 TEE 2 CABANA #3'RECPT CKT 13a,15b,17c 41A 2" 3 #4/0, #6G 480V DIST. PULL BOX 200A DISCONNECT FOR STALL 72 CKT 70,96,11c 98 1" 6 #10, 3 #12G 120V PANEL 7173R1, CKTS 14,16,18 98 TEE 1 41B 2" 3 #3/0, #6G 480V DIST. PULL BOX 200A DISCONNECT FOR STALL 72 CKT 7a,9b,iic 98A 3/4" 2 #10, 1 #12 G 120V 98 TEE 1 RECPT #1 CKT 14a 41C 2" 3 #3/0, #6G 480V 200A DISCONNECT 200A RECPT FOR STALL 72 CKT 7a,9b,11c 98B 3/4" 4 #10, 2 #12G 120V 98 TEE 1 98 TEE 2 41D 2" 3 #3/0, #6G 480V 200A DISCONNECT 200A RECPT FOR STALL 72 CKT 7a,9b,11c 98C 3/4" 2 #10, 1 #12 G 120V 98 TEE 2 RECPT #2 CKT 16b 42 4 2-3 #4 0 •:0 AN L 40'• R CP FO' S •LL 2 C 7a,9b, lc 98D 3/4" 2 #10, 1 #12 G 120V 98 TEE 2 RECPT #3 CKT 18c 43 4" 1-3/C #4/0 CLX 480V PANEL 72 200A RECPT FOR STALL 72 CKT 13o,15b,17c 99 1" 6 #10, 3 #12 120V PANEL 7173R1, CKTS 19,21,23 99 TEE 1 44 1-3/C #2 CLX 480V PANEL 71N 45KVA XFMR PRIMARY CKT 26a,28b,30c 99A 3/4" 2 #10, 1 #12 G 120V 99 TEE 1 RECPT 4 CKT 19a RECEIVED CETY OF TU KWILA 45 2 3 #2/0, 1 #2/0 N, 1#6G 208/120V 45 KVA XFMR SECONDARY PANEL 7172R1 996 3/4" 4 #10, 2 #12G 120V 99 TEE 1 99 TEE 2 46 1-3/C #2 CLX 480V PANEL 77N 45KVA XFMR PRIMARY CKT 26o,28b,30c 99C 3/4" 2 #10, 1 #12 G 120V 99 TEE 2 RECPT 5 CKT 21b `T 1 �Wil 1 1 2513 47 2" 3 #2/0, 1 #2/0 N, 1 #6 G 208/120V 45KVA XFMR SECONDARY PANEL 7577R1 99D 3/4" 2 #10, 1 #12 G 120V 99 TEE 2 RECPT 6 CKT 23c PERMIT CENTER 48 1-3t #2 CLX 480V PANEL 72 100A RECPT FOR STALL 72 CKT 250,27b,29c 100 1" 4 #8, 2 #10G 480V LIGHTING CONTACTOR 100 TEE 1 1 i o'Cl gy 100A 3/4" 4 #$ 2 #tOG 480V 100 TEE 1 AREA LTS #1 CKT 49a & 53c 49 2" i-3t #4 CLX 480V PANEL 72 LIGHTING CONTRACTOR CKT 37a,39b,41c .0 o 1, • 50 2-3/C #4/0 CLX 480V PANEL 75N 400A RECPT FOR AC CART #1 CKT 1,3b,5c 1006 3/4" 4 #8, 2 tin 480V 100 TEE 1 AREA LTS #2 CKT 44o & 48c FOR REFERENCE 01 1 i 4 to B. J U N E 3 2019 ! CCASNEEngineering 3545 FACTELLE BOULEVARD 6 SUITE 100 SEUEwE WA ssoos (425) 522-1000 WWW.CASNECOM J08 NO. 181-084 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �� ► , ,s,L CL " QF w U .. 4r ? G �w % e, F� o q mo 35276 •�� o `S!ONAL 0, ,,,, ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN S. ATKINSON DATE SUBTITLE CABLE AND CONDUIT SCHEDULE RR NT REVISION W5581119 SYMBOL DATE 06.03.19 CHECKED E. KIRKHAM 06.06.97 A ISSUED FOR CONTRUCTION 06.19.97 SHEET E563 SEQUENCE NO. E 12 ENGINEER TITLE STALL 72 POWER UPGRADE BUILDING 13-YRD ELECTRICAL MASTER COL. X-X/X-X M.F.C. B REVISED PER INSTALLATION RECORD LG EK 11.03.97 APPROVED BY DEPT. DATE CHECKED E. KIRKHAM 06.07.97 C STALL 72 POWER UPGRADE W5581119 CASNE DAT 06.03.19 APPROVED DWG NO. 13-YD-E563 APPROVED L-G-[\ 9 —Buil is\_Drawings\ 13—YRD—E627.dwg is\ES\Projects\18\181-101 Boa 13—YD MDC 1/2"RGS, 2#12, #12G 2"RGS, 3#3/0, #6G TO MPZ #1 SDBC � '^ FROM MPZ TO HEAT TRACE TO 200A DIST. PANEL J 16"X16"X8" C1D1 0 0 0 0 0 3NI1 30 0N3 4"C.O.-I 4/0 BARE Cu 4"C.O. 3" X#X COMM/ALARM SYM VAJ LT SCALE: N.T.S. 73 1-lnvA 01 9 9 =3 BUTT V 0 0 FLY (1) E2 E627 6 G 4"C, 3/C 350KCMIL TYPE CCW CABLE 71N/14,16,18 4"C.O. 4/0 BARE Cu 0 0 4"C.O. VAU LT - SCALE: N.T.S. REVISION BUTT = LY - RECORD DRAWING 35658 BY CASNE APPROVED DATE SYM E2 E627 REVISION v c TO 480V PANELBOARD 71N (STALL 69) 1/2"C, 3#12,#12G XFMR 72E t 3KVA 480-240V 1/2"C, 3#12,#12G 1"C, 3#12,#12G VAU L- SCALE: N.T.S. TO MUSEUM OF FLIGHT GATE 13 0\1-L APPROVED DATE DAT 11.16.18 A STALL 72 UPGRADE - DCN 001 W5581119 CASNE EEK 06.03.19 3/C 350KCMIL TYPE CCW CABLE 2" RGS, 3#3/0, #6G 1-1/4"C, 3#3,#8G MINI POWER ZONE OKVA, 480-120/208V 30 E627 1/2"RGS, 2 #1 SDBC L 3/4"RGS, 2#12, #12G 3/4"RGS, 4#10, #10G 3/4"RGS, 2#10, #10G 3/4"RGS, 3#10, #106 12, #12G TO VAULT GND GRID =G SEAL FITTING \9 0 r 0 0 0 0 72E 480V 200A MCB 3 KVA 30AFJ 9AT 72E/1,3,5 1-1 /4"C, 3#3, #8G 132.5" X 52" X 1/4" ALUMINUM PLATE 30KVA MPZ 72EMPZ 30630a Fi @JO\1 � 0 1"RGS, 3#12, #12G TO M.O.F. TO 71N/14,16,18 GATE PANELBOARD, NEMA 4X, 480V, 3-POLE, 3-WIRE, 18 CIRCUIT PANELBOARD, 225A COPPER BUS, 200A MCB, IEM CAT. NO. ASBPIU200MB304X MINI POWER -ZONE UNIT SUBSTATION 30 KVA, 480V-120/208V, 3-PH SQ D CAT. NO. MPZ30T2F25K CONDUIT SEALING FITTING WITH DRAIN CROUSE-HINDS MODEL EYD CLASS 1, DIV. 1, GROUPS B, C, D DRY SEALED TRANSFORMER, NEMA 3R 3KVA, 30, 480V-240VAC SQUARE D CAT. NO. 3T5F DISCONNECT SAFETY SWITCH, FUSIBLE 600V, 30A, NEMA 4X G.E. CAT. NO. TH3361SS BUSSMAN CLASS H FUSE CAT. NO. NON-9 TWIST -LOCK RECEPTACLE 208V, 30A, 30 HUBBELL CAT. NO. 2810A W/CROUSE-HINDS FD2 BACKBOX AND METALLIC IN -USE COVER HUBBELL TAYMAC CAT. NO. MX3200 VA -LT - SCALE: N.T.S. 13 IXT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED PROVED BY DEPT. DATE . 10R DRAWN 0 0 0 10 IL 8 #1 SDBC TO VAULT GND GRID TO VAULT HEAT TRACE GRADE /2"RGS, 2#12, #12G 10 TWIST -LOCK RECEPTACLE L5-30R, 125V, 30A, 10 HUBBELL CAT. NO. 2610 W/CROUSE-HINDS FD2 BACKBOX AND METALLIC IN -USE COVER HUBBELL TAYMAC CAT. NO. MX3200 TWIST -LOCK RECEPTACLES L5-30R 125V, 30A, 10 HUBBELL CAT. NO. 2610 W/CROUSE-HINDS FD22 BACKBOX AND METALLIC IN -USE COVER HUBBELL TAYMAC CAT. NO. MX6200 DUPLEX GFCI RECEPTACLE 125V, 20A, 10 LEVITON CAT. NO. GFWR2 W/CROUSE-HINDS FD2 BACKBOX AND METALLIC IN -USE COVER HUBBELL TAYMAC CAT. NO. MX3200 THERMON HEAT TRACE COMPONENTS: SELF REGULATING HEATER CABLE: CAT. NO. D1-BSX5-1-FOJ (14') LIGHTED END TERMINATION KIT: CAT. NO. D1-VIL-SR-120 PIPE SENSING TEMP. CONTROLLER: CAT. NO. E4X/7-35235-JB PIPE MOUNT EXPEDITER/POWER CONN. KIT: CAT. NO. TM-7-SR POLYESTER FIBER TAPE: CAT. NO. FT-1L CAUTION LABELS: CAT. NO. CL =VAT DATE CHECKED 0\ SUBTITLE E627 G= SAL \OTIS 1. OVERALL DIMENSIONS SHOWN ARE APPROXIMATE. SUBSTITUTIONS MUST BE APPROVED BY BOEING ENGINEERING 2. ALL CONDUIT ENTRIES AND PENETRATIONS SHALL BE GROUTED PER MANUFACTURER'S REQUIREMENTS TO BE WATERPROOF. 3. CONTRACTOR SHALL SWITCH FROM PVC TO PVC COATED RIGID FOR ALL CONDUIT ENTRIES INTO VAULTS. 4. ALUMINUM PLATES ARE TO BE MOUNTED ON THE FURNISHED UNISTRUT ATTACHED TO THE POLES. 5. DYMO LABEL ALL EQUIPMENT - RECEPTACLES, JUNCTION BOXES, SWITCHES, ETC. WITH PANEL/CIRCUIT IDENTIFICATION. 6. FOR ALUMINUM PLATES 48" OR LARGER STIFFEN BACK PLATE WITH 3 PARALLEL P1000 UNISTRUTS. 7. MOUNT BOTTOM OF BACK PLATES 3'-0" ABOVE GRADE. 8 > HEAT TRACE END LIGHT SHALL BE LABELED AND VISIBLE ON HARDSTAND. IF =R=\ DRAWINGS 13-YRD-E2 13-YRD-E110 480V FEEDER SITE PLAN PARTIAL POWER PLAN CO\ISTJCTIO\ OT IS FOR REFERENCE 04. JUNE 3, 2019 Q SECTION AND DETAILS ELECTRICAL VAULTS RECEIVED CITY OF TUKWIL,A JUil 112:2 PEP.II I CCASNEEngineering 3545 EACTORIA BOULEVARD SE, SUITE 200 BELLEVUE, WA 98006 (425) 522-1000 WWW.CASNE.COM JOB NO. 181-084 CUR`L5yTGW"�EVISION 5581119 SYMBOL DATE A 06.03.19 NGINEER CHECKED APPROVED APPROVED TITLE ELECTRICAL MASTER STALL 72 UPGRADE - DCN 001 BUILDING 13-YRD M.D.C. SHEET JDB NO. DWG NO. E627 COMP NO. 35658 3-YD-E627