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Permit D18-0115 - PROLOGIS EMERALD GATEWAY - BUILDING 1 DEMOLITION
PROLOGIS EMERALD GATEWAY BLDG 10430 E MARGINAL WAY S COMPLEX FINALED 01/04/2022 D18-0115 / N City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 0323049045 Permit Number: D18-0115 Address: 10430 E MARGINAL WAY S COMPLEX Issue Date: 4/23/2019 Permit Expires On: 10/20/2019 Project Name: PROLOGIS EMERALD GATEWAY BLDG 1- DEMOLITION Owner: Name: Address: C/O PROLOGIS - RE TAX 1800 WAZEE ST, DENVER, WA, 80202 Contact Person: Name: JAMES PULLICINO Address: 18215 72 AVE S , KENT, WA, 98032 Contractor: Name: Address: License No: Lender: Name: 1 R HAYES & SONS INC 22430 SE 231ST , MAPLE VALLEY, WA, 98038-8272 JRHAYSI145J3 EDGEWOOD PARTNERS INSURANCE CENTER Address: 3000 EXECUTIVE PKWY - SUITE 325 , SAN RAMON, CA, 94583 Phone: (425) 251-6222 Phone: (425) 392-5722 Expiration Date: 11/30/2020 DESCRIPTION OF WORK: DEMOLITION OF 278,982 SQ FT BUILDING PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL AND CAPPING OF UTILILIES. Project Valuation: $231,555.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $4,996.16 Occupancy per IBC: B Water District: TUKWILA Sewer District: VALLEY VIEW,TUKWILA Current Codes adopted by the City of Tukwila: 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: Permit Center Authorized Signatur Volumes: Cut: 0 Fill: 0 Number: 0 No dza Date: `!' f I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and a:ree to the conditions attached to this permit. Signa Print Na A.1 0< wc.l Date: `170V2v 1�( 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: 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. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: ***PUBLIC WORKS PERMIT CONDITIONS*** 9: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 10: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811 or 1-800-424-5555. 11: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 12: Any material spilled onto any street shall be cleaned up immediately. 13: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 14: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15: From October 1 through April 30, cover any slopes 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 or mulch other disturbed areas, if they 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. 16: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. AM disturbed areas of the site shall be permanently stabilized prior to final construction approval. 17: Sewer and water utilities shall be plugged at the mains if they are to be abandoned. If they will be used again in the near future for a new building, they shall' be capped at the property line and at the water meter respectively. 18: Contractor shall obtain a separate sanitary sewer capping permit from Valley View Sewer District @ 206 242-3236. (If building to be demolished is served by the Valley View Sewer District.) 21: All interior demo debris must be removed prior to demo of the automatic sprinkler system. Contact the Tukwila Fire Prevention Bureau at 206/575-4407 for an inspection of the building prior to shut down of the automatic sprinkler system. 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: Please contact the Fire Marshal to arrange potential fire and police department training opportunities prior to demolition at 206-575-4407. 20: These plans were reviewed by Fire Marshal 51. If you have any questions, please contact the Fire Marshal's Office at 206-575-4407 PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0101 PRE -CONSTRUCTION 1600 PUBLIC WORKS FINAL 5070 SANITARY SIDE SEWER 5090 STORM DRAINAGE 5130 WATER METER - PERM CITY OF TUKW Community DevelopmeLntDepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Pern, Project No. 4-9 S --IQ Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION / 0 4% 3 p E. ►►i f} 12C'7 IN /4 1 King Co Assessor's Tax No.: 032304-9028, 9058, 9061, 9228, 9229, 9240 Site Address: -330+-Seu lslodelkcrr e - Building 1 Tenant Name: Prologis Emerald Gateway Suite Number: PROPERTY OWNER Name: James Pullicino, Barghausen Engineers Name: Ken Sun, Prologis L.P. City: Kent State: WA Zip: 98032 Address: 1800 Wazee Street, Suite 500 Email: dbalmelli@barghausen.com Cit: Denver State: co Zip: 80202 CONTACT PERSON — person receiving all project communication Name: James Pullicino, Barghausen Engineers Address: 18215 -72nd Avenue South City: Kent State: WA Zip: 98032 Phone: (425) 251-6222 Fax: (425) 251-8782 Email: dbalmelli@barghausen.com GENERAL CONTRACTOR INFORMATION Company Name: Not selected yet. Address: Company Name: N/A City: Kent State: WA Zip: 98032 Phone: (425) 251-6222 Fax: (425) 251-8782 City: State: Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: HAApplicationsWorms-Applications On Linc\2011 ApplicationslPermit Application Revised - 8-9-11.docx Revised: August 2011 bh Floor: New Tenant: 0 Yes ..No ARCHITECT OF RECORD Company Name: Barghausen Consulting Engineers Engineer Name: Daniel K. Balmelli Company Name: N/A City: Kent State: WA Zip: 98032 Phone: (425) 251-6222 Fax: (425) 251-8782 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Barghausen Consulting Engineers Engineer Name: Daniel K. Balmelli Address: 18215 -72nd Avenue South City: Kent State: WA Zip: 98032 Phone: (425) 251-6222 Fax: (425) 251-8782 Email: dbalmelli@barghausen.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Edgewood Partners Insurance Center Address: 3000 Executive Parkway, Suite 325 City: San Ramon State: CA Zip: 94583 Page 1 of 4 BUILDING PERMIT INFORMATION '96-431-3670 Valuation of Project (contractor's bid price): $ 231,555 Existing Building Valuation: $ 2,019,830 Describe the scope of work (please provide detailed information): Demolition of existing Building 1. See enclosed demolition plan. errtoL- i77v .� v F Z78, 982- 51 Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 Nu If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 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 O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms-Applications On Line 2011 Applications\Petmit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 151 Floor 218, 8 1 Z 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 Nu If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 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 O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms-Applications On Line 2011 Applications\Petmit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOW ,TION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0 ...Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑...Valley View 0 .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size If WO # 0 ... Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...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 H:\Applications\Forms-Applications On Line\2011 Applications`Permit Application Revised - 8-9-11.docx 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: )T. Date: 04/24/2018 Print Name: Daniel K. Balmelli, P.E. Day Telephone: (425) 251-6222 Mailing Address: 18215 -72nd Avenue South Kent WA 98032 City State Zip H:1Applications\Forms-Applications On Line -2011 Applications\Permit Application Revised - 8-9-11 .docx 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 ego loGIs r-rthSAAL,5 PROJECT NAME GA -1-6 to,A SDG. 4t I PERMIT # b i$- o 1 1 � C� /04s g yr w s. ) If you do no 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 Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. 1 000 %5o27So// 00o 3 So 0 i X537 5D $250 (1) C. 2.0% of amount over $100,000, but Tess 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 cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 —1,000 $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 fraction thereof. 100,001 —200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 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 Sa (1+4+5) $ 3-1 (4) (5) 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. Approved 09.25.02 Last Revised 01.01.18 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance/Inspection Fee (B+C+D) $ �1 50 (6) 7. Pavement Mitigation Fee $ (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 1B 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. $ (8) 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 1' 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) Approved 09.25.02 Last Revised 01.01.18 2 r 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) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin A 1 Total A through E $ (9) 11. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Allentown/Foster Pt Water (Ord 2177) $ E. Allentown/Foster Pt Sewer (Ord 2177) $ F. Special Connection (TMC Title 14) $ G. Duwamish $ H. Transportation Mitigation $ I. Other Fees $ Total A through I $ (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 9 185 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 II-1stlation Size (inches) Cascade Water Alliance RCFC 01.01.2018 -12.3 11 % Total Fee 0.75 $625 $61: $6630 1 $1125 - 012.50 $16,137.50 1.5 $2425 $30,0 $32,450 2 $2825 $48,040 $50,865 3 $4425 $96,080 100,505 4 $7825 / $150,125 $1 X59 6 $1253,5 $300,250 $312,775 Approved 09.25.02 Last Revised 01.01.18 emporary Meter 0.75" $300 2.5" $1,500 3 l ESCRIPTIONS ACCOUNT QUANTITY PermitTRAK $3,250.08 D18-0115 Address: 10430 E MARGINAL WAY S COMPLEX Apn: 0323049045 $3,250.08 DEVELOPMENT $2,865.77 PERMIT FEE WASHINGTON STATE SURCHARGE PW CONSTRUCTION PLAN REVIEW PW PERMIT ISSUANCE/INSPECTION FEE R000.322.100.00.00 6640.237.114 R000.345.830.00.00 R000.342.400.00.00 0.00 0.00 0.00 0.00 $2,686.27 $4.50 $87.50 $87.50 PUBLIC WORKS BASE APPLICATION FEE TECHNOLOGY FEE R000.322.100.00.00 0.00 $250.00 $250.00 $134.31 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17468 R000.322.900.04.00 0.00 $134.31 $3,250.08 Date Paid: Tuesday, April 23, 2019 Paid By: PROLOGIS, L.P. Pay Method: CHECK 206277 Printed: Tuesday, April 23, 2019 11:21 AM 1 of 1 ® ! SYSTEMS Cash Register Receipt `t City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,179.54 D18-0115 Address: 10430 E MARGINAL WAY S COMPLEX Apn: 0323049045 $1,746.08 DEVELOPMENT $1,746.08 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,746.08 D18-0116 Address: 10430 E MARGINAL WAY S Apn: 0323049028 $124.84 DEVELOPMENT $124.84 PLAN CHECK FEE R000.345.830.00.00 0.00 $124.84 D18-0117 Address: 10430 E MARGINAL WAY S Apn: 0323049028 $98.85 DEVELOPMENT $98.85 PLAN CHECK FEE R000.345.830.00.00 0.00 $98.85 D18-0118 Address: 10430 E MARGINAL WAY S Apn: 0323049028 $45.95 DEVELOPMENT $45.95 PLAN CHECK FEE R000.345.830.00.00 0.00 $45.95 D18-0119 Address: 10200 EAST MARGINAL WAY S Apn: 0423049184 $163.82 DEVELOPMENT $163.82 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14339 R000.345.830.00.00 0.00 $163.82 $2,179.54 Date Paid: Wednesday, April 25, 2018 Paid By: BARGHAUSEN CONSULTING ENGINEER Pay Method: CHECK 31117 Printed: Wednesday, April 25, 2018 10:29 AM 1 of 1 IT _ SYSTEMS 1/3/2022 City of Tukwila Department of Community Development JAKE MAXWELL 12720 GATEWAY DR 110 TUKWILA, WA 98168 RE: Permit No. D18-0115 PROLOGIS EMERALD GATEWAY BLDG 1 - DEMOLITION 10430 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, 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 2/1/2022. Based on the above, you are hereby advised to: 1) If your project is ready for an inspection login to the City of Tukwila's Online Portal https://tukw- egov.aspgov.com/BP/index.html 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 2/1/2022, 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, Amy Wardian Permit Technician File No: D18-0115 63/7n.Cnuthrontor Rnulvvnrd.Snito#1nn • Tukwila Wnchinatnn 9R1RR • Phony JIM -431-3670 • Far 21)6-d31-3665 � 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 1, 2020 Jake Maxwell 12720 Gateway Dr — Suite 110 Tukwila, WA 98168 RE: Request for Extension #2 Permit Number D18-0115 Dear Mr. Maxwell, This letter is in response to your written request for an extension to Permit D18-0115. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 20, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D18-0115 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov You should be able to request an extension through our Permits Center, especially since you'll most likely be starting the work under the permit before April now that the underlying land use permits have been issued. I've cc'd the Permits Coordinator, Rachelle Ripley, since she's in charge of the construction and demo permits. Thank you, Jaimie Jaimie Reavis Senior Planner 1 City of Tukwila 6300 Southcenter Blvd, Suite 100 (Tukwila, WA 98188 ph: (206) 431-3659 Jaimie.Reavis@TukwilaWA.gov 1 www.tukwilawa.gov The City of opportunity, the community of choice. From: Maxwell, Jake <jmaxwell@prologis.com> Sent: Wednesday, February 19, 2020 9:09 AM To: Jaimie Reavis <Jaimie.Reavis@TukwilaWA.gov> Subject: PEG Demo Permit Extension Request for Permit Extension # Z Current Expiration Date: y - - 2D,2Q Extension Request: yr Approved for / - days Denied (provide explanation) Signaturc Initials Hi Jaimie — Our demo permit expires in April and I'm not sure we'll be able to complete the work by then so I wanted to know if we can extend the permit. As you know, this permit was issued prematurely so I'm hoping Tukwila can make an exception to extend it. I have no problem paying the extension fees. Please let me know. Thanks, Jake Maxwell 1 Director, Construction & Development 12720 Gateway Drive, Suite 110 1 Tukwila 1 Washington 1 98168 !United States of America Direct +1 (206) 414-7608 'Mobile +1 (206) 331-2810 1jmaxwell@prologis.com www.prologis.com 1 Follow us on Linkedln and Twitter j- PROLOGS big_ 0115 - Ahead of what's next The information transmitted, including any attachments, is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any review, retransmission, dissemination or other use of, or taking of any action in reliance upon, 3 ©C VUKWELA FEB 2 0 2020 3/5/2020 �.f City of Tukwila Department of Community Development JAMES PULLICINO 18215 72 AVE S KENT, WA 98032 RE: Permit No. D18-0115 PROLOGIS EMERALD GATEWAY BLDG 1 - DEMOLITION 10430 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/20/2020. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/20/2020, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0115 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 ` II City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 23, 2019 James E. Pullicino 18215 72"d Ave S Kent, WA 98032 RE: Request for Extension #1 Permit Number D18-0115 Dear James E. Pullicino, This letter is in response to your written request for an extension to Permit D18-0115. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through April 20, 2020 If you should have any questions, please contact our office at (206) 431-3670. Sincerely, vic-).oper) Rachelle Ripley Permit Coordinator File: Permit No. D18-0115 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov BARGI.IAUS EN September 16, 2019 Bill Rambo Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite No. 100 Tukwila, WA 98188 RE: Responses to Demolition Permit Expiration Letter Prologis Emerald Gateway Building 1 - Demolition 3301 South Norfolk Street Permit Application No. D18-0115 Our Job No. 18182 Dear Bill: RECEVE E SEP 18 2019 Community Development We have received your letter regarding the potential expiration of permit number D18-0115 for the Prologis Emerald Gateway Building 1 Demolition permit and would like to request an extension of this permit. Demolition activities on the site will begin upon city issuance of the SEPA determination currently in review under application no. E17-0010, which will then allow for issuance of the above referenced demolition permit. If you have questions or need additional information in order to extend this permit, please do not hesitate to contact me at this office. Thank you. Sincerely, James E. Pullicino Project Engineer JEP/bd 18182c.011.doc enc: As Noted cc: Ken Sun, Prologis Request for Extension # Daniel K. Balmelli, Barghausen Consulting E Betsy Dyer, Barghausen Consulting Engine Current Expiration Date: ) Extension Request: Approved for 1G I- _______ days __ Denied (provide explanation) SignatureiInitials BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 P) 425-251-6222 F) 425-251-8782 BRANCH OFFICES: TUMWATER, WA KLAMATH FALLS, OR LONG BEACH, CA ROSEVILLE, CA barghausen.com 9/3/2019 1 / `l City of Tukwila Department of Community Development JAMES PULLICINO 1821572AVE S KENT, WA 98032 RE: Permit No. D18-0115 PROLOGIS EMERALD GATEWAY BLDG 1 - DEMOLITION 10430 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 10/20/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or 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 10/20/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: DI8-0115 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 3/1/2019 l � City of Tukwila Department of Community Development JAMES PULLICINO 18215 72 AVE S KENT, WA 98032 RE: Permit Application No. D18-0115 PROLOGIS EMERALD GATEWAY BLDG 1 - DEMOLITION 10430 E MARGINAL WAY S Dear JAMES PULLICINO, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 4/25/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 4/25/2019. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0115 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 r t\ City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 29, 2018 James Pullicino 1821572AveS Kent, WA 98032 RE: Request for Application Extension #1 Permit Number D18-0115 Dear Mr. Pullicino, This letter is in response to your written request for an extension to Application Number D18-0115. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit application through April 25, 2018. If you should have any questions, please contact our office at (206) 433-7165. Sincerely, Rachipley Permit Technician File: Permit No. D18-0115 • Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Rachelle Ripley From: Steve Lambie <steve.lambie@hparchs.com> Sent: Wednesday, October 24, 2018 4:51 PM To: Rachelle Ripley Cc: Lindsay Brown; Sun, Ken Subject: RE: Request for 90 day extension to Demo Permit D18-0115 This time with the correct email — sorry. Rachelle , I just spoke with Lindsay Brown and she recommended I reach out to you regarding our Demo permits that are set to expire on 10.25.18. We are unable to pull our Demo permit for the Prologis project until we finalize SEPA. We are expecting it soon, but until then we need to request a 90 extension to all demo permits related to this project. Permit: D18- 0115 Thank you for your assistance — if you could provide confirmation in writing, I would appreciate it. Thanks - Steve Lambie, AIA 1 HPA, Inc. 864.986.9268 mobile Request for Extension # Current Expiration Date: .) I ,� Extension ' equest: .X Approved for days Denied (provide explanation) Signature/Initials From: Steve Lambie Sent: Wednesday, October 24, 2018 4:49 PM To: 'richelle.ripley@tukwilawa.gov' <richelle.ripley@tukwilawa.gov> Cc:'lindsay.brown@tukwilawa.gov' <lindsay.brown@tukwilawa.gov>; 'Sun, Ken' <KSUN@prologis.com> Subject: Request for 90 day extension to Demo Permit D18-0115 Rachelle , I just spoke with Lindsay Brown and she recommended I reach out to you regarding our Demo permits that are set to expire on 10.25.18. We are unable to pull our Demo permit for the Prologis project until we finalize SEPA. We are expecting it soon, but until then we need to request a 90 extension to all demo permits related to this project. Permit: D18- 0115 Thank you for your assistance — if you could provide confirmation in writing, I would appreciate it. Thanks - Steve Lambie, AIA 1 HPA, Inc. 864.986.9268 mobile www.hparchs.com The information contained in this communication is confidential, may be privileged and is intended for the exclusive use of the above named addressee(s). If you are not the intended recipient(s), you are expressly prohibited from copying, distributing, disseminating, or in any other way using any information contained within this communication. If you have received this communication in error please contact the sender by telephone or by response via mail. We have taken precautions to minimize the risk of transmitting software viruses, but we advise you to carry out your own virus checks on any attachment to this message. We cannot accept liability for any loss or damage caused by software viruses. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 2 9/5/2018 i 1 City of Tukwila Department of Community Development JAMES PULLICINO 18215 72 AVE S KENT, WA 98032 RE: Permit Application No. D18-0115 PROLOGIS EMERALD GATEWAY BLDG 1 - DEMOLITION 10430 E MARGINAL WAY S Dear JAMES PULLICINO, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 4/25/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 10/25/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0115 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 I ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0115 DATE: 04/25/18 PROJECT NAME: PROLOGIS EMERALD GATEWAY BLDG 1 - DEMO SITE ADDRESS: 10430 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: �-� A-wc S -i -f 8 Building Division Public Works Fire Prevention Structural Planning Division II nPermit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 04/26/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 05/24/18 Approved Corrections Required Approved with Conditions n ❑ Denied (corrections entered -inrReviews) (ie: Zoning Issues) Notation: /' 7`6 Ch�P t((J � Q h {�2 f 'LTJ V Ste c ok- S—e W REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 Washington State Department of IP Labor & industries HO T1C Espanol Contact Safety & Health Claims & Insurance i \ .Search L&I A -Z Index Help I,&9 Workplace Rights Trades & Licensing J R HAYES & SONS INC Owner or tradesperson Principals HAYES, DANIEL MORGAN, PRESIDENT HAYES, JOHN AGUSTUS, SECRETARY HAYES, JAMES R, PRESIDENT (End: 11/30/2012) HAYES, JAMES R JR, VICE PRESIDENT (End: 11/30/2012) HAYES, DANIEL M, SECRETARY (End: 11/30/2012) HAYES, NICK P, TREASURER (End: 11/30/2012) Doing business as J R HAYES & SONS INC WA UBI No. 600 020 786 22430 SE 231ST MAPLE VALLEY, WA 98038-8272 425-392-5722 KING County Business type Corporation Governing persons DANIEL M HAYES JAMES R HAYES; NICK P HAYES; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. JRHAYSI145J3 Effective — expiration 04/23/1986-11/30/2020 Bond Berkley Insurance Co Bond account no. 0192793 $12,000.00 Received by L&I Effective date 04/01/2015 04/18/2015 Expiration date Until Canceled Bond history Insurance Crum & Forster Specialty Ins $1,000,000.00 Help us improve Policy no. ECG104165 Received by L&I Effective date 04/30/2018 04/27/2018 Expiration date 11/15/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings Cause no. 14-2-13196-8KNT- Complaint filed by ANNA STEINMETZ Complaint date 08/19/2014 Open Complaint against bond(s) or savings 52BSBFP1680 Complaint amount $0.00 L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 343,869-00 Doing business as • J R HAYES & SONS INC Estimated workers reported Quarter 4 of Year 2018 "Greater than 100 Workers" L&I account contact TO / KRISTI LINN (360)902-4620 - Email: LINB235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 04/08/2015 Inspection no. 317935164 Location 1007 Steward Seattle, WA 98108 Inspection results date 07/31/2013 Inspection no. 316836519 Location 19800 Hwy 99 Lynnwood, WA 98036 Violations Violations Help us improve Wasl..ngton State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve Know what's below. 0 100 200 400 Call before you dig. �'AYAINNIV:7.M)).V. •o)11�0���� LEGAL DESCRIPTION: (PER FOEUTY NATIONAL TITLE INSURANCE COMPANY COMMITMENT N0. 20373268-416-416 DATED SEPTEMBER 28, 2016 AT 8:00 AM.) PARCEL A: THAT PORTION 0F TIMOTHY GROWS DONATION LAND CLAM IN SECTIONS 3 AND 4, TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M., AND OF GOVERNMENT LOT 1 IN SAID SECTION 3, AND OF THE ABANDONED SEATTLE-TAC04A INTERURBAN AND PUGET ELECTRIC COMPANY RIGHT-OF-WAY, AND O THE NORTHWEST QUARTER OF THE SOUTHWEST WARIER OF SAID SECTION 3, AND OF GOVERNMENT LOTS 6 AND 9 IN SAD SECTION 4, DESCRIBED AS FOLLOWS: BEGINNING AT THE CONCRETE MONUMENT MARKING THE INTERSECTION OF THE CENIERINES OF SOUTH NORFOLK STREET AND AIRPORT WAY SOUTH, WHICH POINT BEARS NORTH 88'1157' EAST 52123 FEET FROM THE CONCRETE MONUMENT MARKING THE ANGLE POINT IN THE CENTERUNE OF 5A10 SOUTH NORFOLK STREET; THENCE SOUTH 88'11'57' WEST, ALONG THE CENTERUNE OF SAID SOUTH NORFOLK STREET, 37.33 FEET; THENCE SOUTH 01'48'03' EAST 40.00 FEET TO TIE NTERSECION OF THE SOUTHERLY MARGNI of SAID SOUTH NORFOLK STREET WITH AN ARC OF A CURE CONNECTING SAD SOUTHERLY MARGIN WITH THE WESTERLY MARGIN OF AIRPORT WAY SOUTH, THE CENTER OF WHICH CURVE BEMS SOUTH 33.51'08' WEST, 48.00 FEET, AND THE TRUE POINT OF BEGINNING; THENCE SOUTHERLY, ALONG SAID WESTERLY MARGIN OF AIRPORT WAY SOUTH, FOLLOWING SAD ARC OF A CURVE HAYING A RADIUS OF 48.00 FEET, AN ARC DISTANCE OF 29.1 FEET TO A PANT OF TANGENCY; THENCE SOUTH 21'22'39' EAST, ALONG SAID WESTERLY MARGIN. 1,128.01 FEET TO A POINT OF WIDENING N SAID AIRPORT WAY SOUTH; THENCE SOUTH 68'37'21' WEST, ALONG SAD MARGIN, 35.00 FEET TO A PONE OF CURVE IN SAID MARGIN THE CENTER OF WHICH BEARS SOUTH 68'37'21' WEST 880.00 FEET; THENCE SOUTHERLY, ALONG SAD MARCH, FOLLOWING AN ARC OF A CURVE HAVING SAID RADIUS OF 880.00 FEET, AN ARC DISTANCE OF 509.06 FEET TO A PONT OF WDENNC N SAID AIRPORT WAY SOUTH; THENCE NORTH 7131359' WEST, ALONG SAID MARGIN, 5.00 FEET; THENCE SOUTH 11.46'01' WEST, ALONG SAID MARGIN, 221.60 FEET TO A POINT OF WIDENING IN SAD AIRPORT WAY SOUTH THENCE NORTH 7813559' WEST 3.00 FEET TO A PONT of CURVE IN MD MARGIN, THE CENIERUNE OF WHICH BEARS NORTH 78'13'59' WEST 522.96 FEET; THENCE SOUTHERLY AND WESTERLY, ALONG SAID CURVE AND MARGIN, AN ARC DISTANCE OF 666.38 FEET TO A POINT ON THE NORTH MARGIN OF THE BOEING ACCESS ROAD; THENCE SOUTH 05'I328" EAST, ALONG SAID WRGN, 7.00 FEET; THENCE SOUTH 84'46'32' WEST, ALONG SAD MARGIN, 447.92 FEET TO A POINT OF CURVATURE OF A 102.80 FOOT RADIUS CUM To THE ROUT N SAD MARGIN; THENCE WESTERLY AND NORTHERLY. ALONG SAD CURVE AD MARCH, 150.50 FEET TO A PONT OF TANGENCY ON THE NORTHEASTERLY WR(RN OF EAST MARGINAL WAY; THENCE NORTH 11'20'42' WEST, ALONG SAD NORTHEASTERLY WRGIµ 272.50 FEET TO A PONE OF CURVATURE OF A 1,184.34 FOOT RAMS CURVE TO THE LEFT; THENCE NORTHERLY. ALONG SAID CURVE AND MARGIN, AN ARC INSTANCE of 254.44 FEET; THENCE CONTINUING ALONG THE NORTHEASTERLY MARGIN OF EAST MARGINAL WAY, NORTH 23'39'16" NEST 429.64 FEET, MORE OR LESS, TO THE SOUTH LIRE OF SAD GOVERNMENT LOT 8; THENCE CONTINUING ALONG THE NORTHEASTERLY MARGIN OF EAST MARGINAL WAY TO AN INTERSECTION WITH THE NORTH UNE OF THE SOUTH 200 FEET O SAD GOVERNMENT LOT 8, AS MEASURED ALONG THE EAST LINE OF SAID GOVERNMENT LOT 8: THENCE EAST. PARALLEL To THE SOUTH LIRE O SAID GOVERNMENT LOT 8, TO THE EAST LIFE OF SAD GOVERNMENT LOT 8; THENCE SOUTH ALONG THE EAST LINE OF SAID GOVERNMENT LOT 8, TO THE SOUTHEAST CORNER OF SAID GOVERNMENT LOT 8; THENCE SOUTH 88'07158' EAST. ALONG THE SOUTH UNE OF THE NORTHWEST QUARTER OF SAID SECTION 3, 267.86 FEET TO THE WESTERLY BOUNDARY LINE OF THE SEATTLE-TACOMA NTERURBAH RAILWAY RIGHT-OF-WAY; THENCE NORTH 08' 1115' WEST, ALONG SAID WESTERLY BOUNDARY WE, 738.75 FEET TO THE SOUTH LINE OF SAD TIMOTHY GROW'S DONATION LAND CLAIM; THENCE SOUTH 89'59'25' WEST, ALONG SAD SOUTH LINE, 157.64 FEET TO THE WEST UNE OF SAID SECTION 3; THENCE SOUTH 00'2312' WEST, ALONG SAO WEST LINE, 137.23 FEET; THENCE NORTH 89'58'12' WEST TO A PONT MICH BEARS SOUTH 89'58'12" EAST 168.00 FEET FROM THE EASTERLY MARGIN OF EAST MVRGNAL WAY SOUTH: THENCE NORTH 2539'16' WEST 181.29 FEET; THENCE NORTH 89'5045' WEST 168.16 FEET TO THE EASTERLY WRCN OF FAST MARCIML WAY SOUTH; THENCE NORTH 23'39'16' WEST, ALONG $AO MARGIN, 147.95 FEET To THE INTERSECTION OF SAID EASTERLY MARGIN WITH THE SOUTHERLY MARGIN OF SOUTH NORFOLK STREET AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER KING COUNTY RECORDING N0. 5388220, RECORDS OF KING COUNTY, WASHINGTON: THENCE NORTH 66'00'17' EAST, RANG SAID SOUTHERLY WWON, 862.07 FEET TO A PONT Of CURE; THENCE EASTERLY, ALONG SAD MARGIN, FOLLOWING AN ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 340.71 FEET, AN ARC OGTACE OF 131.98 FEET TO A POINT OF TANGENCY; THENCE NORTH 8311'57' EAST, ALONG SAD MARON, 409.23 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE 01Y OF TUI(WIA 8Y STATUTORY WARRANTY DEED 9703050486; TOGETHER WITH THAT PORTION LYING NORTH Of SOUTH NORFOLK STREET DESCRIBED AS FOLLOWS: BEGNNNNG AT THE NORTHWEST CORNER OF THE SOUTHWEST OUARTER OF THE NORTHWEST QUARTER OF SAD SECTION 3; THENCE SOUTH 0023'12'WEST, ALONG THE WEST LINE OF SAD SUBDIVISION, 30.00 FEET To A POINT ON THE SOUTH UNE OF THE NORTH 30 FEET IN WIDTH OF SAID SUBDMSON AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 884052' EAST, ALONG SAID SOUTH UNE, 57.98 FEET TO AN INTERSECTION WITH THE NORTHERLY MARGIN CIF SAID SOUTH NIMFOLI( STREET; THENCE SOUTH 661/0'1TWEST, ALONG SAD NORTHERLY MARGIN. 203.61 FEET TO AN INTERSECTION WITH A UNE WHICH IS 213 FEET WESTERLY, MEASURED AT RIGHT ANGLES TO AND PARALLEL WITH THE WESTERLY MARGIN OF SAID PUGET SQUAD ELECTRIC COMPANY RIGHT-OFWAY; THENCE NORTH G811115' WEST. ALONG SAID PARALLEL LINE, 88.01 FEET TO A POINT WHICH BEARS NORTH 8840'52' WEST 140.07 FEET FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 88'40'52' FAST 140.07 FEET TO THE TRUE PONT OF BEGIN/LNG; AND TOGETHER WITH NON-EXCLUSIVE EASEMENTS FOR DRAINAGE RECORDED UNDER RECORO1 NOS. 3885858 AND 3885859. RECORDS OF KING COUNTY, WASHINGTON. PARCEL B-I: THAT PORTION OF THE NORTHWEST QUARTER OF SECTION 3, TOWNSHIP 23 NORTH, RANCE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF THE SOUTH LINE OF THE TIMOTHY GROW'S DONATION LAND CLAIM AND WEST OF THE RIGHT OF WAY OF PUGET SOUND ELECTRIC RAILWAY. PARCEL B-2: THAT PORTION O GOVERNMENT LOT 8, SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE EAST LINE DE SAID GOVERNMENT LOT 8 AT A POINT WHICH IS NORTH 0'21'24' EAST 200 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCE NORTH 0'21'24" EAST 189.77 FEET; THENCE WEST 375 FEET, MORE 0R LESS, TO THE NORTHEASTERLY LNE OF STATE ROAD N0. 1 A5 NOW ESTABLISHED; THENCE SOUTHEASTERLY ALONG SAD ROAD UNE 205 FEET, MORE OR LESS, TO A POINT WHICH BEARS NORTH 89'20'54' WEST FROM THE PONT OF DONNING; THENCE SOUTH 89'20'54' EAST PARALLEL WITH THE SOUTH UNE OF SAD GOVERNMENT LOT 8, 285 FEET. MORE OR LESS, TO THE POINT O BEGINNING. PARCEL B-3: THAT PORTION OF GOVERNMENT LOT 8, SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING ON THE EAST UNE OF SAD GOVERNMENT LOT AT A POINT WHICH 15 NORTH 0.21'24' EAST 389.77 FEET FROM THE SOUTHEAST CORNER THEREOF; THENCE NORTH 0'21'24' EAST ALONG SAID EAST UNE 174.65 FEET; THENCE WE WEST TO THE NORTHEASTERLY LINE OF PRIMARY STATE HIGHWAY N0. 1 AS ESTABUSHED BY DEED TO THE STATE OF WASHINGTON, RECORDED UNDER RECORDING NUMBER 3440535, IN KING COUNTY, WASHINGTON; THENCE SOUTHEASTERLY ALONG SAD NORTHEASTERLY LINE 195 FEET, MORE OR LESS, TO A POINT DUE WEST OF THE POINT OF BGIN/NG; THENCE EAST 375 FEET. MORE OR LESS. TO THE POINT OF BEGINNING. PARCEL B-4: THAT PORTION O SECTION 4, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M, IN KING COUNtt, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE T140THY GROWS DONATION LAND CLAM WITH THE EAST LINE OF SAD SECTION 4; THENCE SOUTH 0'23'12" WEST ALONG SAID EAST UNE 137.23 FEET TO THE TRUE PONT OF BEGINNING; THENCE SOUTH 023'I2" WEST 20.00 FEET; THENCE NORTH 89'58'12' WEST 448.01 FEET To THE EASTERLY MARGIN OF EAST MARGINAL WAY SOUTH, THENCE NORTH 23'39'16' WEST ALONG SAID MARGIN TO A POINT WHIR BEARS NORTH 89'58'12' WEST FROM THE TRUE PONT OF BEGINNING: THENCE SOUTH 89.58'12' EAST TO THE TRUE POINT Or BEGINNING. PARCEL C: THAT PORTION OF SECTION 4, TOWNSHP 23 NORTH, RANGE 4 EAST. WIN., DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTH UNE OF THE TIMOTHY GROW'S DONATION INTO CLAN WITH THE EAST LINE OF SAID SECTION 4; THENCE SOUTH 00'23'12" WEST ALONG SAID EAST LINE 137.23 FEET; THENCE NORTH 89'58'12' WEST TO A POINT WHICH BEARS SOUTH 139'S8'12' EAST 168.00 FEET FROM THE EASTERLY MARGIN O EAST MARGINAL WAY SOUTH, MD THE TRUE POINT OF BEGINNING; THENCE NORTH 2539'16' WEST 181.29 FEET; THENCE NORTH 89'50'45' WEST 16800 FEET TO SAID EASTERLY MARGIN; THENCE SOUTH 2339'I6' EAST ALONG SAID EASTERLY MARGIN TO A PONT WHICH BEARS NORTH 89'58.12" WEST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 89'58'12' EAST 168.00 FEET TO THE TRUE POINT OF BEGINNING. ALL SITUATE IN THE COUNTY O KING, STATE DE WASHINGTON. A=34'46 R=48. L=29.13' t1 '•i 6=22.11'40'1 R=340.7 L=131. 2 SURVEY INFORMATION: PASTS O BEARING - NA083/91 BASIS OF BEARING FOR THIS SUR/EY IS NAD83/11 PER WSDOT. WSDOT CONTROL PONT NO. HCI7 WAS HELD FOR POSITION AND A UNE BETWEEN SAD CONTROL PONT N0. NW AND CONTROL POINT N0. GP17099-222 WAS HELD FOR ROTATION, BEING NORTH 670785' WEST. VERTICAL DATUM: 14W088 VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER WSDOT. WSDOT CONTROL POINT N0. HCI7 WAS HELD FOR ELEVATION, BEING 51.191' (ANVD88). ASSESSOR'S 0323049024 0003400042 0001400049 0003400015 0003400046 0003400041 0003400024 0423049184 0423049101 0323049062 0423049102 0423049015 0423049099 0323049048 0423049066 032304912/3 0323049080 0323049171 0323049045 0323049072 0323049070 0323049073 0323049028 0323049240 0323049228 0323049061 0323049229 0323049230 0323049058 PARCEL MAHR(S) AID STE AD ESk 3301 5 NORFOLK ST 98168 3301 5 NORFOLK 5T 98168 3301 S NORFOLK ST 98168 3301 S NORFOLK ST 98168 3301 5 NORFOLK ST 98168 3301 5 NORFOLK ST 98168 3301 S NORFOLK ST 98168 10200 EAST WRCNAL WAY S 98168 3301 S NORFOLK 5T 98168 10230 EAST MARGINAL WAY S 96168 10230 EAST MARORUL LLC 10230 EAST MARGINAL LLC 3301 S NORFOLK ST 98168 3301 5 NORFOLK ST 98168 3301 5 NORFOLK ST 98168 3301 5 NORFOLK ST 98168 3301 S NORFOLK ST 98168 3301 5 NORFOLK ST 98168 3301 S NORFOLK ST 98168 N/A 3301 S NORFOX ST 3301 S NORFOLK ST 98168 3301 S NORFOLK ST 98168 3301 S NORF0U( ST 98168 3301 S NORFOLK ST 98168 3301 5 NORFOLK ST 98168 3301 5 NORFOU( 51 98168 3301 5 NORFOU( 98168 3301 S NORFOU ST 98168 GROSS LOT AREA GROSS LOT AREA = 2.731,705t 5F. (62.711t ACRES) NARRATIVE: THIS 15 A FIELD TRAVERSE SURVEY. A 'TOPCON GT-1000' ROBOTIC TOTAL STATION WITH A "IOPCON RC-5' DATA COLLECTOR, A 'TOPCON PS' ROBOTIC TOTAL STATION WITH A DELL TABLET WIIH MAGNET HELD SOFTWARE, A 'SOKKM SK' ROBOTIC TOTAL STATION WITH A DELL TABLET WITH MAGNET FIELD SOFTWARE, AND A TOPCON PS' ROBOTIC TOTAL STATION WITH A DELL TABLET WITH MAGNET FIELD SOFTWARE WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET 0R EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL INSTRUMENTS AND EQUIPMENT RAW BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS. SURVEY INFORMATION: R000 RARE SITE LIES ROHN'FLOOD ZONE X - UNSHADED' PER FEW FIRM MAP PANEL 645 O 1725, MAP NUMBER 53033C)645F, AND MAP REVISED MAY 16, 1995. 'FLOOD ZONE X - UNSHADED' ARE AREAS DETERMINED 10 BE OUTSIDE 500-YEAR FLOOOPWN. SURVEIDR'S NOTES I. ALL MEASUREMENTS ARE IN U.S SURVEY FEU. 2. SITE ABUTS "5. NORFOLK ST.', E. MARGINAL WAY 5.', AIRPORT WAY 5.', AND 'S. BOEING ACCESS R0.'. ALL THESE ROADS ARE PUBUC RIGHT-OF-WAYS. THE SITE HAS ACCESS TO ALL OF THESE ROADS. 3. THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING AOOI1)0N5 OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK, PER THE DATE OF TIE FIELD SURVEY. 4. THERE IS NO KNOWLEDGE OF ANY PROPOSED CHANGES IN STREET RIGHT-OF-WAY LANES. AND THERE IS NO EVIDENCE OF RECENT STREET OR SIDEWAU( CONSTRUCTION. 5. THERE IS NO EVIDENCE OF ANY WETLAND MARKERS FROM A FELD DELINEATION OF WETLANDS BY A QUALIFIED SPECIALIST. 6. UNDERGROUND PPE CONNECTIONS. AND ANY UNDERGROUND 'TEE'S ARE PER FIELD OBSERVATIONS. UTILITY MARKINGS, AND BEST NAMABLE PUBLIC MAPS. THE LO0*110N or PIPES SHOWN HEREON SHALL BE VERIFIED AT INC TIME OF ANY CONSTRUCTION. REFERENCE SURVEYS: 1. BOEING FELD RECORD OF SURVEY, REC. N0. 20080422900001 2. UNRECORDED SURVEY BY DAVID EVANS AND ASSOO11ES, DAZED JANUARY 9, 2007 3. UNRECORDED SURVEY BY DUFFY, LAWYER & KUMPF, INC., ENGINEERS, DATED OCTOBER 17, 1972 COVER SHEET - TUKWILA BLDG 1 FOR PROLOGIS EMERALD GATEWAY - PH 2 A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E W.M., CITIES OF TUKWILA AND SEATTLE, KING COUNTY WASHINGTON _Da 2 134,960 SF. FF-200 AIRPOF' SEASONAL ENTRANCE AND BREAKROOM BLDG/ 3 350,845 SF. FF-20D TOTAL AUTO PARKING ON-STE - 483 STALLS STRUCTURE • 1.196 STALLS TOTAL - 1,679 STALLS TRAILER = 210 STALLS tTl�i'`J,S��iLSTffTLJ Q\\\\\\\\\7 S69'44'52"W 35.00' AAIN Off IC AND ENT .-. l „„„wU! Alwwl9l\lllll MUl\011t 1R (l\11.., ' Y.hA"',�',:'�.,.w.'„"lll�kfm= __-N22'31'45'W 219.46' � %- .L.5'50' EAST MARGINAL WAY (PONT OF ACCEse FOR / SURVEY INFORMATION: PATES OF SURVEY: FIEl) SURVEY BY BARGHAUSEN CONSULTING ENGINEERS. INC. CONDUCTED IN SEPTEMBER 2016. ALL MONUMENTS SHORN AS FOUND WERE VISITED AT THAT TIME. SIPPED PARKING: (813) PARKING STALLS (2) PARALLEL PARKING STALLS (3) HANDICAPPED STALLS (816) TOTAL PARKING STALLS ZONING: (PER 'PZR REPORT' ZONING REPORT DRAFT DATED 10/24/2016) 20NN0 DESIGNATION: PORTION OF SITE WITHIN CITY OF SEATTLE: 1C-85' NDUSTRML COMMERCIAL DISTRICT WITH A MAXIMUM HEIGHT LIMIT OF 85 FEET & VERY SMALL PORTION WITHIN 'IG2 U/85' INDUSTRIAL GENERAL 2 UNLIMITED WITH AN UNLIMITED HEIGHT U14 FOR GENERAL NDUSTRAL USES AND MAXIMUM HEC TT OF 85 FEET FOR UNRELATED RETAIL / COMMERCIAL USES AND WITHIN AN INNER TRANSITIONAL SURFACE AND INNER APPROACH SURFACE AIRPORT HEIGHT OVERLAY. LIQUEFACTION ZONE AND GREATER DUWAUISH MANUFACTURING INDUSTRIAL OVERLAY PORTION OF SITE WITHIN CITY OF TUKWILA: 1P LIGHT INDUSTRIAL DISTRICT SETBACKS: PORTION OF SITE WITHIN C11Y OF SEATTLE: FRONT/SIDE/REAR: NOT APPLICABLE; SITE IS NOT ABUTTING ANY RESIDENTIAL DISTRICTS PORTION OF SITE WITHIN CITY OF TUKWILA: FROM: (S. NORFOLK STREET) 25 FEET WITH 12.5 FEET LANDSCAPED SECOND FRONT: (E.WIRGNAL WAY) LANDSCAPED (AIRPORT WAY SOUTH) (5. BOENG ACCESS RD.) INTERIOR SIDE & REAR: BUILDING SIZE: PORTION OF SITE WITHIN CITY OF SEATTLE: BUILDING HEIGHT: BUILDING SITE AREA REQUIREMENTS: PORTION O SITE MINN 0TY OF TUKWILA BUILDING HEIGHT: BUILDING SITE AREA REQUIREMENTS: DENSITY: PORTION O SITE WITHIN CITY O SEATTLE: MAXIMUM BASE FLOOR AREA RATIO: PORTION OF SITE WITHIN CRY OF IUKWRA PARKING: PORTION OF SITE WITHIN CITY OF SEATTLE: MANUFACTURING/STORAGE (WAREHOUSE): SPACES) OFFICE: PORTION OF SITE WITHIN CITY OF TUKWILA: WAREHOUSING: SPACES) PARKING SPACES REWIRED: 12.5 FEET WITH 12.5 FEET NOT APPLICABLE 85' NONE SPECIFIED FOR THE USE 45' (4 STORIES) NONE SPECIFIED 2.5 NONE SPECIFIED 1 SPACE PER 2000 S.F. (308 1 SPACE PER 1000 S.F. (71 SPACES) 1 SPACE PER 2000 S.F. (138 517 TOTAL PARKING SPACES 7424'09'24 N25'48'32"0W 30.24' N2731'45-W 146.18' 18'33 R=1184 L=254.44c N10'13'12111 272.67 A=33'08'40" R=880.00' L=509.06' N77"06'28'W 5.00' S12'53'32"W 221.61' N77'06'28'W 3.00' .41;73'00'31 " R=522.96' L=666.38' 1 rri S4'O5'57'E 7.00' Jij A=83'52.45" R= 102.80' 150.50' i;_1'..„,-.;-3FOR: &74,1.3chaniCal 1 !actncat IrePtumbIng *Gas Piping C.;/ of Tukwila d: ;., `"Ari DIVISION LEGEND: SURVEY MONUMENT EX. POWER VAULT Ex. LUMINAIRE (LUM.) EX. LOT LIGHT EX. POWER POLE EX. JUNCTION BOX EX. CATCH BASIN (CB) EX. CATCH BASIN (CB) D. SANITARY SEWER MANHOLE (SSMH) EX. GAS METER EX. GAS VALVE EX. WATER VALVE (wv) EX. FIRE HYDRANT (FH) MAIL BOX EX. WATER METER EX. SIGN EX. WATER LINE EX. SANITARY SEWER TYPE 2 LINE EX. STORM DRAINAGE LINE EX. EX. Ex. s P 0 0 CD 0 • POWER UNDERGROUND ----P(JG) POWER OVERHEAD METAL FENCE Ex. W000 FENCE EX. CONTOURS •«. // EXISTING CONTOURS EXISTING PAVEMENT TO BE REMOVED EXISTING CONCRETE c. :-.•!;. "t5-4. APT' R^vAL•'.0 _._. Jc changes car be mad to .'1•, plans without approval from th ' Ei .nning f39vision of De"' �1; rG.7uci fs1r' L t 1Qn tivr ... �.r�.r..+.n Ja.a pan ,3' -w lees D18-0115 ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE 5 KENT WA, 98032 PH: (425) 251-6222 CONTACT: DAN BALMELLI, P.E. EMAIL: DBALMELLIOBARGHAUSEN.COM ARCHITECT CRAFT ARCHITECTS 2505 THIRD AVENUE., SUITE 324 SEATTLE, WASHINGTON 98121 PH: (206) 720-7001 FAX (206) 720-2949 www.croflorchitects.com INDEX TO SHEETS C1 OF 6 C2 OF 6 C3 OF 6 C4 OF 6 C5 OF 6 C6OF 6 RECEIVED TY OF TUKWILA �I 2018 PERMIT CENTER DEVELOPER/OWNER PROLOGIS 12720 GATEWAY DRIVE, SUITE 110 TUKWILA, WA. 98168 SURVEYOR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE S KENT WA, 98032 PH: (425) 251-6222 CONTACT: DAN BALMELLI, P.E. EMAIL: DBALMELLICBARCHAUSEN.COM COVER SHEET - TUKWILA BLDG 1 OVERALL DEMOLITION PLAN - TUKWILA BLDG 1 DEMOLITION PLAN - TUKWILA BLDG 1 DEMOLITION PLAN - TUKWILA BLDG 1 DEMOLITION PLAN - TUKWILA BLDG 1 DEMOLITION PLAN - TUKWILA BLDG 1 FILE COPY Permit No t t is.- o l l Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted coda or ordinance. Receipt of approved Field OR and conditions is acknowledged: City of Tukwila BUILDING DIVISION CG. _ .' '_ A .tvi,E APeR.,.s cD MAY 11 20i8fir r,�� City ofTukwila wn BUILD . D V1OiON APP- SVED HAY 03 2018 City of Tukwila PUBLIC Works RECEIVED APR 2 5 2018 -rump A PUBLIC 1".': IBoi1s �s cc 0 Ii O. 0 0 z° PROLOGIS EMERALD GATEWAY CAUfOtt UTILITY CON UCT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. TH15 SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REDLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACITV1TY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGSTERED LAND SURVEYOR, APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MA" BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND RVEYE 1111 WASHINGTONSUSTREET OFFICS.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. PROLOGIS EMERALD GATEWAY LL 3301 S. NORFOLK STREET 04/23/2018 to V N 0 N 0 x 0 0 (V Designed AIP c 0 CL a u .0 m 0 0 m 0 w. n 0 0 m 0 S 1- D 0 N w D z w N a 0 O Z OS N Q � 3 LO F- coo w N N N CO N 00 o 1 04 4 ON7 S a b J 4 •?. cc Job Number CO C Ti 0 T U S8T37'49-E 58.40'. S6707'48'W 203.66' S87'37'491 140.24' N7'03'44-* 88.03' i i NT03'44*11 2 N88'53'04-Y1 41 N6707'48 2 862 N I'44'24"E NO'50'O6"E OVERALL DEMOLITION PLAN - TUKWILA BLDG 1 FOR PROLOGIS EMERALD GATEWAY - PH 2 A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E W.M., CITIES OF TUKWILA AND SEATTLE, KING COUNTY WASHINGTON �:d t �� a .t+Y'�l'.e�+a�+ �6,'�d ^t'�C ✓ (,�+� /. )�yr S'Ka,l,51r S e8 (uG) - T(UG . —so—so—sO )Ne) — r( NAWNW& jot EXISTING BLDG FF - 20.33 SI'31'3719 20.00' AIRPORT WAY SOUTH 4 911 so 51) moo -- srr, so so snso 1 1 lihii >a t r -- * W) --$T UC rwc, .rallll\Hllllllllllllllary y l EAST MARGINAL WAY SOUTH (POINT OF ACCESS FOR DEMOU1ON) ■ - 56744" x _ 111 eirege 1,121 �xom.iih 583'11'51'W 60.33' N730'5414 88.87' 6550o6'E 227' 1g ss ti22'3144aV- "' '" �'°` �° p •4<b E .;�iilliY �Si 23091 ., N75 46'061 99..96 • EXISTING BLDG It TO BE REMOVED FF - 20.7 N8O'35'36't 135.39' 25 50 100 INK '1 =IMIt I -I -I— I Q OQCO bra AkrEsS MAY 11 2C18 City of Tukwila BUILC',.G O.' idON RECEIVED CITY Or TUKWILA PERMIT CENTER 0 N Cc a 0 0 0 0 0 J CO J z a J 0 z 0 E 0 w 0 J a it CO 0 PROLOGIS EMERALD GATEWAY cc 0 3301 S. NORFOLK STREET a 0 J co 0 0 cc a_ SEATTLE, WA 0 0 N 0 04/23/2018,_ 0 N V 143 Z Designed _Le_ Approved DKB Dote 04/23/18 18215 72ND AVENUE SOUTH Z X W N M N N O N CO (T c0 I I Ln In N N Z N N bi 'VC CO"aS E Z 0 V Vl E 4 0 CO N 0 1- 0 a 0 a 0 E 0 E 0. D18-0115 O U O 0 0 0 10 DEMOLITION SCHEDULE REMOVE EXISTING ASPHALT PAVEMENT AND STRIPING. DISPOSE OF AT AN APPROVED LANDFILL. REMOVE EXISTING CONCRETE CURB. DISPOSE OF AT AN APPROVED LANDFILL. NOT USED REMOVE EXISTING CATCH BASINS, CLEANOUTS & ROOF DRAINS. ABANDON STORM LINES IN PLACE. CAP AND MARK LINES FOR FUTURE USE. NOT USED NOT USED REMOVE EXISTING VAULTS, FIRE HYDRANTS AND METERS. SAVE FOR POSSIBLE REUSE. ABANDON WATER LINES IN PLACE. CAP AND MARK LINES AT LINE FOR FUTURE USE. REMOVE EXISTING FENCE AND/OR GATE AND DISPOSE OF OFFSITE. REMOVE EXISTING CONCRETE SIDEWALK AND ALL ASSOCIATED STAIRS AND HANDRAILS AND DISPOSE OF AT AN APPROVED LANDFILL. REMOVE EXISTING BUILDING AND ALL ASSOCIATED WALLS, CONCRETE WALKS, RAMPS, TRASH COMPACTOR, ETC... & UTILITIES -INSIDE AND OUT AND DISPOSE OF AT AN APPROVED LANDFILL. NOT USED 12 REMOVE EXISTING LANDSCAPE AND DISPOSE OF AT AN APPROVED LANDFILL. 13 REMOVE EXISTING RAILROAD TRACKS AND DISPOSE OF AT AN APPROVED LANDFILL. 14 REMOVE SIGNS AND POLES D18-0115 / SDMI(� 70" CMP 4.E`7EP 1. / 6' PVC/I.‘6=/3.59' 1 YI , /. <1 / . VQ ' • 627)1 v40' / R- .71' L'-....— L: 7 W 1 1 58737'49'E 5a:40_ 56707'46'W 203.66 /k I 'o, /'� _ A dial■ INI 1 um DEMOLITION PLAN - TUKWILA BLDG 1 FOR PROLOGIS EMERALD GATEWAY - PH 2 A PORTION OF THE NW AND NE 1/4 OF SEC11ONS 03 AND 04, TOWNSHIP 23N, RANGE 4E WM., CITIES OF TUKWILA AND SEATTLE, KING COUNTY WASHINGTON • . • .: 14ERY I C $RAfE ' PE.78' 1 RIM 6.23' 4L .E! • I '// (W/1U' DOA/ /TVC ,.E, =14._ ,PVC I.EE S=14.78, //' 1- .re, r i :st WA :n (TO A swo 0.'° TEL VAULT IEPIARO i i•1•1\ WATER VALVE (TYP.) ITO!!®IDAID1 LIGHTING BOLLARDS IN WALKWAY (TO IMMO t Y - _-ssAFl6i zer yam' 4-r---pip ac tip• = RNI AD BUEFER STOP RAILROAD TRACKSSBURIED) '- agTl- so —so — SD k An' R WAT PO! R110141100 RNL DOCK UNDER OVERHANG (ALL ALONG EAST SIDE OFO BLDG) (TO RAMP (TO MAN CB STO GRATE TYPE I RIM-17. tB" 6• CNC I.E. NEN4445' (TO IBMW STEPS ( 11 (10TaIWSHED SSMH RIM=18.49' 6• PVC I.E. N .16.241 PVC I.E. S=15.34' (TO ICDDO POWER POLE CONNECTNTN (lo an0 `yl >) CONC RET WALL 1(1 111'1•1•1.11.7linIMu CONNECTION PER SEATTLE SEWER CARD ( PROlABOTE LOCATION) POWER CONDINT CIO IaWO STEPS W/LANDING (TO NNW CONC RET. WALL MD ems* RAMROD NSW FAUCET ITO NIMBI) WATER M H CIO BE CB STD GRATE TYPE I RIM- 16.28' 8' d I.E. W=14.73' W/ELBOW (TO —m—s0—so VAIA l 520'15987c,'1a27.48' . WdPlss---sP(ue>}-ss--- r Dar = r..c)�Tuc) — twc� cj = °606) - 5S- -cEwx —SS wcK)ss- Ss(u91-us--Prot)--^5-*(wa —Gaol C\\ CC\\ CB STD GRATE TYPE I RIM=16.31' 8• DI I.E. E=I5.31' W/ELBOW SO -{ L1DTTamIID.. s0 2 / RENIa.j L ..:wl_ CZ iG\5 ���I����� �Ra�y�rE�����RTI �If��lf�f�.f�f�f�f���.f�A♦ SIM la 0 25 50 100 . SOME / / / / / / CONNECTION PER SEATTLE SEWER CARD (APPftOKIMATE LDCATK 001TeM.o TiTITTTIJ . 1 / 08 STO TE R•1=15. 13 �a4 •41 • O • ♦ TUR .1ILE MONITOR aoWlalo I (10 i (11D1aMW— POfA r4a \! I/ C //\ � tea Tom) 5D CB STD GRATE TYPE I RIM-16.52. 6' PVC I.E. W=15.32' W/ELBOW Iw) _ Ss - s4 �-CES - SS - — Ss 9s - 'Iwl s F sS- SS - Ss - Ss-TQP--OFS c <� RR (10'TN 11111N0 DOOR 0/STEPS —�11121AA� s0so Telt �S3 -. r .-SD_Sp-SD-50 AicANDP Ps�ti J CONC RET. WALL fro HMSO CB STD LTSLT' .'43NART5: :E='t3.JB W EMUM : • ' RML DOCK UNDER OVERHANG (ALL ALONG EAST DOE OF BLDG) (TO MIND tLDG CIONI�6B7V3WS.F. CB STD GRATE TYPE RIM=15.81 6= DI I.E. N=14.61' W ELBOme_W SD — ■ C\�R�c<cccC� ■ MAY 11 20i8 City of Tukwila BUIL"'..G RECEIV/FO CITY OF TUKWILA 50-50-50__ PERPA T C:t14TE i CB STD GRATE ialS rPOWER •`•.�•� _ V VAuli a O+ d I.. � w w' 1—• - ` P(UG) --- PIUG) --- P{UG) -� P(VG) •:uC) --•-- P(IY'7�u P(�.) _ POWER 4 u1�T�• K INJur�i<uWoT+=•��f 1^�N>„'1�11Y(( � P'` LT I POWER P(T( VAULT (EMPTY) I WIIILT T(, *roc) -� (rol.Twa 11 --� srEPs w v III I�`v�cvv<� (fO1rM10 ■ i.i.usi•aui.i.imiaia,.■1•11.1 isii . ■�i ■ ■ ■ ■ ■ i ■ ■ ■ ■ ■ ■ ■ . 8 ■ ¢U ■ V ■ ■ ■ ■ _a ■ I ■ W ■ ■ ■ • ■ ■ '—•—w (TO IaMw TEL. M H VAULT A ( 1•.. ='1 BLDG FP=66.6�04t S.F. eggs A.VIVI�VIJAMa '■I■Iiu ia1■i0:ta VI/ELBOW CTO * * •_•� P,UGT P(UG) 'FUG) ■ ■ 0 cc 0 0 0 0 z a m 2,5 F 0 I IC < O CC G W Z O 0O J O CC W 0 0 0 cn W O cc co s p O •0 0 MT 1 O 1 u 2 1t P. Checked JEP Dote 04/23/18 JVALDEZ Xref: II L- CO 0 a 18215 72N0 AVENUE SOUTH N a X Li N4r) CV O CV CO Z c CO CN� �5 I I r - 3 LEI L['I CD z inc.,' N Z - LJ;H U') Y � � 0 N Job Number cv oa 0 CO p 0' v a 0 a c 0 c 0 0 0 0 c 4) 0. N 30 N 0 0 n TAG) ;o -SS--55-SS- SS-:5-55'--� TOE OF SLOPE CIO HEWN CONNECTION PER SEATTLE SEWER CARD (APPROXIMATE LOCA71ON) (TO raw ■ aIN ■ ■ ■ ( ■ �V ■ W ■ WTww ■ ryW,■ W ■ ■ w ■_ 1 ■ U■ ■ ■ ■ ■ ■ ■ ■ ■ - so -- so so __ so CB STD GRATE TYPE 1 / RIM-15.40 4' DI I.E. NW.15.40' W/ELBOW IfO IBWQ CABINET i RNA-, 6.99 y�..4.4 ON 03NC 36" CNC I.E. �7.94' rsecseePs-rv-A. FPSP (TYP.) ITO NNW SSMH RIM- 16.25' BOTTOM I.E.-6.75' (FULL OF WATER) METAL �Q��,, (IOIOWQ& STEPS 000 0 CONC PAD AT 80T10N OF THE STEPS (10 RBMRO VAULT TYPE II 60" (CTR 1.5' SW) RIM• 16.46 60" CMP I.E. E=641' 60" CMP I.E. W-6.41' 36" DI GATE VALVE I.E. N-10.06' (TO eat ITO NNW STEPS W/CONC LANDING SOMH RIM-16.66 36" CNC I.E. W.8.11' 36" CNC I.E. E-8.11' 36- 01 I.E. 5-9.91' (FULL OF WATER) (10lBIMO METAL STEPS (TO IBMac W/UNOING METALN1STEPS LANDING `1V, WATER 4/H 6 , CIO BB IoIDII®) 1 ;'4 • 50TSo-5U-50 -SD_ `CONNECTION PER SEATTLE SEWER sFTR`Dy5° (APPROXIMATE LOCATION) (IONS) POWER L1d.i�LL11,\•. . 36" CNC LE. -7.94' CB STD GRATE TYPE I T8M-15.38�� 6" DI I.E. E-13.38' W/ELBOW CUD Room •--w-.w.�W-w nvIOWQTEL. Y. ' NMo7 � uuGi -11i ) quo Pn,G) Pt , (MIN) �. TAP) ■ II IIII114-17L Don SiS,aiiiiaSi t• R (TO ----------------------- 554H RIM-16.40' BOTTOM I.E-7.40' (FULL OF WATER) (TO BMW F' SS PER SEATTLE SEVER CARD �- romans 1 1 N SDMH RIM-15.58 I BOTTOM I.E.-6.48'/ (FULL OF WATER) SOMH(TO MONO RIM. 16.59 60" CMP I.E. E=6.29' 6A" C I.E. W=6.24' • (12) PARKING STALLS CFO BE REiA71®) SSIAH RIM.15.79 18" CMP I.E. S-7.09' 18' CMP LE. SE-9,34'. CiO1BMlQ SSMH 0 .. t 16.67 !' LE4W=6.9 LE. E=6.: F- L 0f. WA/ER �s !._ O a , 4 CB STD GRATE' TYPE -IL 48"0 .-- 99 RIM-15.07 1; 24" CMP 1.E. ;b 24- CMP LE. 5-9.87' AREA OF - w - (lO! IBOY®7 POWER VAULTS AND CABINETS W/BCLLAROS PH/0 Tlwi 111 'MI■'■ ■ I CB STD GRATE TYPE I RIM. 14.50 12' CNC I.E. W=11.35' (TO BE RB140119:0 (TO IBE4fSPOWER VAULT Lro RIM 4 73 18 CM• I.E.N.7.53' 78" 4P I: (TO PBAFB0 RIM.; 24' CMP I.E. N.9.9,9 24' CMP LE, S.9-99' no BE Rape CHUNUNK / W/ W) FENCE (TOiodl®) CB STD GRATE TYPE IS 48 R14=15.61 CMP LE. N.IO.11' P I.E. SE-I0.11' RO & I13I01193) .9 DEMOLITION PLAN - TUKWILA BLDG 1 FOR PROLOGIS EMERALD GATEWAY - PH 2 A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E W.M., CITIES OF TUKWILA AND SEATTLE, KING COUNTY WASHINGTON /\ / .9 / 1 .4 1 e is '9 / / A IC .9 1 WATER MANHOLE I«O! GUY ANCHOR (TO REW110 CANOPY (TO BE IBIOUEO) CB STD GRATE TYPE 1 RIM-15.35 8' PVC I.E. W-12.63' (1O BE FOKIV®0 CB STD GRATE TYPE 1 RIM'. 15.13' 8' PVC I.E. E•11.48' 8' PVC LE. W=11.43' (TO ! RB)gY®) LIGHT STANDARD (TYP.) 1 O'.2 SSMH RIM=15.2 t' CMP I.E. NW.8.01' 8" CMP I.E. E-8.01' FULLEIO AT R STEPS (TLC W LANDING ) GB 5T0 GRATE TYPE I 4 RIM.14.7f 6" PVC It. S=1"26 MEER J 00NC RET. WALL R 00 BE 1 1 CB STD GRATE RIM 1- 8" PVC I.E. E-11.72' 2" CMP I.E. w=1 . (TO! TURNSTIL (TO! SHACK W/STEP (TO cc CABINET ON CONC O O CB STD GRATE 19/B0LUR0S TYPE it 48- S�TCH((OQ D(70 BE WATER 4/H ma SY4TCH(I0 FEESAW SWITCH (TO AWN SWITCH ITpTCH STEPS(70REMAIN/ W/LANDING (TO BE POWER (10 CABINET RIM.15.19' 24' CMP I.E. NW.10.39' 24" CMP I.E. SE-10.39' (TO BE11101m).59' O WATER 4/H (TO BE RSIOY®) APPROXIMATE RATER SE WATER COIWECTICN SSMH OD NNW RIM-16.01 6' PVC I.E. W-12.26' 6' PVC LE, 5.12.36' C= STD GRATE TYPE R .15.26' PVC I.E. E=11.41' /ELBOW (TO ! R010Rm) 1■1■1 1 . Ii ■�■� i■i■i■i i■i■i MATCIiMNE - SEE SHEET C6 FOR CONTINUATION N77776!j8 w/(4) BOLLAR no OE POWER SWITCH APPROXMMTE WATER SERVICE WATER CONNECTION PIro"ERaawoG DCB STD GRATE TYPE I RIM-15.40' 24" CMP I.E. N-10.70' 24" CMP I.E. SE-10.80' HEAT PUMP 12" CMP I.E. E-1080' W HATCH (TO! RSAOAT° CB STD GRATE TYPE 1 RIM=15.49' 24' CMP I.E. NW.10.74' 2' CMP I.E. 5.10.74' 8" PVC I.E. E.10.74' (1O! 1151011D) MEI ! CD STD G1E 11I4,1=15.50' \„' '24"'CMP I.E. N$.1o.` 24' CMP LE. swr'L t...`.': •. 6' VC'i.E. E-12.3U; OD E5RE$I0I19:4 \ , WN23 B STD "ATE IiQA"15.66 '24F, CMP 24' 'CMP LE. ',$E-1 'I 1', 6-'PVC I.E. N A411.6-"'- 48' E II 48" 79' 31' 6' CB STD GRATE TYPE I1 48' R14.17.81' 24' CMP I.E. W-12.36' 6" PVC I.E. N-16.21' 24- CMP I.E. NE-12.11' (TO BE IBi0N1®) ■,r■i■is>I �■�■�■�■�ii■�■i■i■�■i■ 0 0 0 Co 0 10 0 25 50 100 \:G DEMOLITION SCHEDULE REMOVE EXISTING ASPHALT PAVEMENT AND STRIPING. DISPOSE OF AT AN APPROVED LANDFILL. REMOVE EXISTING CONCRETE CURB. DISPOSE OF AT AN APPROVED LANDFILL. NOT USED REMOVE EXISTING CATCH BASINS, CLEANOUTS & ROOF DRAINS. ABANDON STORM LINES IN PLACE. CAP AND MARK LINES FOR FUTURE USE. NOT USED NOT USED REMOVE EXISTING VAULTS, FIRE HYDRANTS AND METERS. SAVE FOR POSSIBLE REUSE. ABANDON WATER LINES IN PLACE_ CAP AND MARK LINES AT LINE FOR FUTURE USE. REMOVE EXISTING FENCE AND/OR GATE AND DISPOSE OF OFFSITE. REMOVE EXISTING CONCRETE SIDEWALK AND ALL ASSOCIATED STAIRS AND HANDRAILS AND DISPOSE OF AT AN APPROVED LANDFILL. REMOVE EXISTING BUILDING AND ALL ASSOCIATED WALLS. CONCRETE WALKS, RAMPS, TRASH COMPACTOR, ETC... & UTILITIES -INSIDE AND OUT AND DISPOSE OF AT AN APPROVED LANDFILL. it NOT USED 0 REMOVE EXISTING LANDSCAPE AND DISPOSE OF AT AN APPROVED LANDFILL. Q REMOVE EXISTING RAILROAD TRACKS AND DISPOSE OF AT AN APPROVED LANDFILL. 14 REMOVE SIGNS AND POLES N D18-0115 MAY 11 2C:9 City ofTukwila BUIL1Y»;C G.;,1.:lON RECEIVED CITY C* TUKWILA PERMIT CENTER 0 3 U W z a 0 cc Q Q rn cc a. 2 Q 0 0 a co cc IZ 0 = I S H D 0 W z W Q O N CO io CO N t` N I I Q u, to - X Lai OT LO 00 Job Number co co W a N W 0 -J II W 0 1%1 Q e oD 07 0 N E 0 0' I N L a N CO -CO 0 N u. L a c O a c 0 0 E E a 0 0 0 S8T37'491 140.24' • i /DEMOLIT1ON SCHEDULE O REMOVE EXISTING ASPHALT PAVEMENT AND STRIPING. DISPOSE ♦ OF AT AN APPROVED LANDFILL. 10 REMOVE EXISTING CONCRETE CURB. DISPOSE OF AT AN APPROVED LANDFILL. NOT USED REMOVE EXISTING CATCH BASINS, CLEANOUTS & ROOF DRAINS. ABANDON STORM LINES IN PLACE. CAP AND MARK LINES FOR FUTURE USE. NOT USED NOT USED REMOVE EXISTING VAULTS, FIRE HYDRANTS AND METERS. SAVE FOR POSSIBLE REUSE. ABANDON WATER LINES IN PLACE. CAP AND MARK LINES AT LINE FOR FUTURE USE. REMOVE EXISTING FENCE AND/OR GATE AND DISPOSE OF OFFSITE. REMOVE EXISTING CONCRETE SIDEWALK AND ALL ASSOCIATED STAIRS AND HANDRAILS AND DISPOSE OF AT AN APPROVED LANDFILL. REMOVE EXISTING BUILDING AND ALL ASSOCIATED WALLS, CONCRETE WALKS, RAMPS, TRASH COMPACTOR, ETC... & UTILITIES -INSIDE AND OUT AND DISPOSE OF AT AN APPROVED LANDFILL. 11 NOT USED Q REMOVE EXISTING LANDSCAPE AND DISPOSE OF AT AN APPROVED LANDFILL. Q REMOVE EXISTING RAILROAD TRACKS AND DISPOSE OF AT AN APPROVED LANDFILL. 14 REMOVE SIGNS AND POLES CB" 2" CNC 8" CNC 12' CNC; I Rp CB ST 8" CNC ■•I•1 SW- I07' ,,5F I044 --Eire(* ee- T(o) DEMOLITION PLAN — TUKWILA BLDG 1 FOR PROLOGS EMERALD GATEWAY — PH 2 A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E W.M., CITIES OF TUKWILA AND SEATTLE, KING COUNTY WASHINGTON ■I■I CB TD 12" C TE "E =14.50' 90' 0 0— 0 =0 0 0 ROW OF — - ECOBLOCKS (TO BE IBIOYmnOUH RIM=17.40 18' CMP I.E. NW=12.70' ,6" CNC t.E. S412.90' Z1 (TO EE 99.101l11D) STEPS LBO BRICK WALL (TO 8BSC18 GENERATOR W/CONC PAD MD CHNNLINK FENCE CTO MAIN) GATE (TO RELINE R CONE)N MATCHUNE - SEE SHEET C3 FOR CONT1NUATrON ■�■�■� ■� �y�1. ■ ■ ■��■ ■ ri■m■ ■ ■i■ ■i■�a�■isi■i■tatsu ati... ��i����*�■�■1 tomi ■unimii■1■n■u■ig � —E'ER — 1,J� POWER �. `�L\ Iy) y>y CB STD GRATE�WPE CABINET sWrCH 4y RIM-1688 ON CONC o I �\ RORewaoH :-I--. 25 50 100 \ \ V / POWER W/JBO (1O CB Rµt=1..59 f�5 NC E. - 47' 12' C I. N .47' 6' PVC I.E. NE><9.94' • BE 1/11.I0W1D) elT CB STD GRATE RIM.14.53 . CNC I.E. NE411.58' ROBE POWER POLE (ABANDONED) o (T01f0 0- CB STD GRATE TYPE I RIM- 11.96 15' CNC I.E. N=9.16. 15' CNC I.E. S-9.16• ITO OE IFEICA1C0 POWER VAULT CB STD GRATE TYPE 1 RIM-13.77 15' CNC I.E. N48.95' 15' CNC I.E. 10 OCNC ono) 27 E Jl/Qr� POWER VAULT RSbY� J / • GAS VERT PIIPPE 1'43,14. R0 RIB GAS TANK EIO MAID UTILITY RISERAO REMABO ECOBLOCKSNSW* SDMH TYPE II 48'� / _ RIPRAP RM=16.65 �!l � 0 12" CNC I.E. N=6.95' 12" CNC I.E. S=6.85' TOP OF 12" RISER LE.-13.70' (7 BEIOgIm) CB STD GRATE TYPE I(L) RIM-17.19 12" CNC I.E. N46.69. 12" CNC I.E. 546.69' BE RE1101®) 51.31'371Y 20.00' 18" CONC CULV N JBOX (T1P.) RO CB STD GRATE (YPE RIM= 5.94 6' CNC .E. N=14. ROBE POWER INYB BLDG FP= NECTION PONCE 89372 S.F CB STD GRA' RIM-16.13 —S9 — SD -♦ �D-6D—sio-30—m—sD—sD—SO—so T(uc) — T(UGI — T(Uo) 4- CONTROL CABINET ROBE ') LC) 1roBER�(041 ONC CIJ S CULV 6 ECOBLOCK RO B1801101�) ECOBLOCKS - (TO BE REMISE V-5911.0 - SSMH RM-17.74 0LD\STRUCTURE FULL QF WATER (OBElQgYE[U ECOBLOCKS (TO BE FIBICT EO SSMH RIM=18.09 RUSTED SHUT FULL OF WATER RO l 1OIW®) CHAINLMK UTILITY RISER FENCE WW�)ir 10-REWBB POWER STUB CIO MAW d) SDMH TYPE II 48" RIM-16.19 12" ADS I.E. N-11.69' 12" ADS I.E. SW-11.19' 8" GATE VALVE I.E. SW411.19' P CONTROL STRUCTURE I.E.-13.89' (TO ON FO07•112) L W W u.- �. •• '� — P([+,1 .._... C(6H• P(.QH) N2 .T,'45 L19.46' Pic ' 41111 ViiiiP4iCliY. W/LUMN�MRE 6 �© & TRANSFORMER © 2 ITT1+ SOMH TYPE II 46" -RIM 18.80 Ems- T(uc) — NOW — T(Wf — rfuc)-- T( G) — t(LCL----- T<ucZ— T(uc) — 1(u9) — T(uc) — T(uc) TUC) -�� WO) T AOS.TE'14YE �0�5 ;rt quo --. -. SOW (pry�r(ii + ,knewrTIOW RDAs 17.57 —SO—So—SD-so-m-so-SD-�-SALFIC �d 30-- SO'1—SO A—J FSO—SO—SO—SO—SU�-sD—sD 50—SC'-50—sr, 60' 1.c43.72'_ TOM TOM T ) — TOMts)T(uc) T(ucl s TOM rluc) -- 1(uc) — quc) -- Ru TWO) — l US) — ';wl — T(00) — �9j R 3 D18-0115 / so i / N J RO MP I.E. 5.13.63' '(TaE>llwe P 00IOWBCABINET (POIGEN (� l / STEPS CII repPOWE \ x so 50 4 _W/LANDI10 �RCST 0 SHEDsa so so ��YI _��"� IOW lm__ 50 SO _ 't�&OG FPP. T48! S.F. IB alu awip TYPE I — GAS METER Sp Y C\ N�. lZ � , CB STD GRATE TYPE SO RIM -I& 8" CNC I.E. N-12: L. 8" CNC I.E. 5-1208 k WHEELSTOP - (TO BlRBM01To) LOT LIGHT BLDG HT=28.6 Ch eke A7h'K ( NL STEPS LITO PROPANE TANK ONITOR WELL % (TO BE minas ' S=T208' '1sU' . f4W0iv Mat8 1 1 1 1 1 GAS HOLDING TANK (1O MONO WEST E OFW�IEICO+ ECOBLOCKS CEO 111 0 1 1 1 5.0 1 1 2 MI1111161141.10 - N2731'4511/ 146.18' _ - - - T(161 —.— 1111M -- TOM T(UG) —"— TAM_ m-so—so _ 1 City of Tukwila RECEIVE:0 CITY OE TUK'//ILA! 8 PERMIT CENTER 0 0 CC -6 0 CO O 1 N 3301 S. NORFOLK STREET O ▪ r V ` i Y Z 2 Designed Afa CO Y 4 8 L W In 2 H 0 Tf) w z Lai Q te) el O N 00 z N n z 00 CD 000 I CV� Ln Li3 N Z N N CO Y� v Li- E CO z •r 0 0, .I Mt ■ ■ IR ■ - ■ - • ■ CB STD GRATE TYPE I - RIM-14.56 8' CNC I.E. N=11.48'* - NC I.E. S•11.481I -no (1p�wo-o }� -'- RL9c f9}T-� ■ 48O35F. SD , SD POWER ROD 17TE s W/f ONCi REY. II /CB D GR,iTE TYPE 1 -) RIM-13,46 1 8' CNC I.E. 5E•11.21' I ■ / / ao Bd.CBaaw) {BLOB - YARD DRA1No K NL-19.7' so ■ 60' CMP I.E. W.S. - 60' CNC LE. E-542' ■ RO - GASOLINE ■ (TOEITO BE ▪ GAS ■ MO GAS METER WsTOFF TILL NECK LID (TYP.) (TO E MONITOR WELL TYP ) ROE ) V ■ ■ - it 3 ■ sal SS — 55 W — W _ TWO - CB STD GRATE TYPE 1 RIM.14.96 8' PVC IE 5E.12.34 il0 E BEICIE i) tunnin ■ ■ ▪ - ■ — ■ ■ ■ ■ ■ SOMH RIM• 15.41 30" CMP I.E. 2C CMP I.E. 24' CMP GAT TOP OVERFLO ROE • (3) ECO&OCKS (TO E 1BIOYm) SIGN ON DRAW• VALVE LORDS 31' VE I.E..8.3 STD GRATE .14.44 PVC I.E. NW CMP I.E, N PVC I.E. SW CMP LE.S CE GAS PUMP ISLAND ROE HARGING TATWON MOO DWG FP. 641.5'2 SF. E E T— ) I.piJ.. I1i.i1.Ij./9/ 1 1 !SIMI" I.1.1 e _._ (.r...._..;.� �, HYDRANT. WATER NW& BOLLARD' OW OF ECOBLOCKS 11/1• E - -, CB STD GRATE TYPE 1 48' RIM- 4.27 24' CMP LE. E 9.52' 24' CMP I.E. W 9.52' ROE . _. NNW nTin ROW OF POWER ES FOR T' CB STD G II 48' FLAGPOLE :ROE fBIDIEii) LIGHT STANDARD (TYP.%10 R POWER SWITCH(10 1 ` POWER CABINET CB STD GRATE �11u48" RIM.14.12 24' CMP I.E. E=9.12' 30" CUP I.E. N-9.12' {{\{{{{{\{.\{{{{1{{\{{{{{ POWER POWER vAuLT CB STD GRATE TYPE 1 RIM-13.99 12" CMP I.E. W=1(1.39' (TO E BENMED) CB STD GRATE TYPE 1 RIM=14.09 12' CMP I.E. E-1O.14' 10' CMP I.E. SE=10.14' IB' CMP I.E. NE-10.04' R0Emoan S83' 1I'S1'W BLDG FP- 4,8413 S.F. POWER METER NI4'31'35 STYER MO M0 IMED MIMED z „ ` SSMH RIM-15.33 LIFT STATION VALVE N730'5414', 88.87' WATER M/H (TO E BLDG FOUNDATION (BUILDING DEMOLISHED) DEMOLITION PLAN — TUKWILA BLDG 1 FOR PROLOGIS EMERALD GATEWAY — PH 2 A PORTION OF THE NW AND NE 1/4 OF SECTIONS 03 AND 04, TOWNSHIP 23N, RANGE 4E W.M., CITIES OF TUKWILA AND SEATTLE, KING COUNTY WASHINGTON MATCHLINE - SEE SHEET C4 FOR CONTINUATION I.mo i.u.u.0 u.•.• .u.u.i...u.....i.i..,.inst.i. . BRISKOWATER SERVCE 1 \ SEWER CONNECTION SWITCH (TO RERAN) SWITCH(TOmat SSMH (10 IBLIO RIM-16.13 6' PVC I.E. E= 11.48' 8' PVC I.E. 5=12.33' 6" PVC I.E. N=11.58' 8' PVC I.E. W.I 8' APPROXIMATE WATER SERVCE WATER CONNECTION N13T38'38"11 162.19' YARD LIGHT R015LO0 STREET N N N N N N DING W/STEPS & HANDRAILS ROE BLDG FP=2713,982i S.F. (TO BE RBIBMIEN STEPS W/WALLS & LANDING APPRO:O111ATE WATER SERVICE WATER CONNECTION R SWITCH DIESEL O1l TANK w/SHED WO E MAGPAD) TRUCK BAY (TIP.) (10 E RSIOA®) POWER SWITCH (TO IBIARO POWER SWITCH (TO REMAND POWER SWITCH (10 IBLOO OIL/WATER SEPABE RATOR POWER (1O RSIAOO SWITCH APPROXIMATE WATER SERVICE WATER CONNECTION (2) POWER CABINETS 00ISDO POWER SWITCH (TO RSMOO NETS (TO SIA SHED (10 E RSIOAID COLUMN (10 E /IMME I COLUMN (TO E RSIOY®) EYE WASH ROE IBICILeD) � COLUMN E -- (To LUaDNM (10 It MOCABNET (TO IBIMO9ENT PIPE POWER CABINET ON CONC W/FENCE ITO RSINO BRACKET HOOKS ALONG BLAMING (10 E 1115040) APAROIIWT( WATER SERVICE WATER CONNECTION CB 5T0 GRATE TYPE 11 48" RIM-19.46- 12' PVC I.E. W=13.51- 24' CMP I.E. E-13.26' ROE BERMS ) I -BEAM STEPS W/WALLS ROE RSI M f10! IBIOY®) Y �:' :. ;;:•i POKERdc '' ON C T e 1 1 1 52'45' 2.80' . ►� +rVir Qr. Ice\' 1 , , .'11.1111111 I.I.I.I.IMI.1.I.I.1.1■ III 1, P CB S /GRATE TYPE RIM. 35' 2�4P I.E. EH 2P I.E. W.1;. 6' LE. NW. . 0' 4' I.E. N.I ,PVC LE. E=G6.' f".E AEON) • / / • 0 25 50 100 ��� DEMOLITION SCHEDULE Oj REMOVE EXISTING ASPHALT PAVEMENT AND STRIPING. DISPOSE /; OF AT AN APPROVED LANDFILL. O REMOVE EXISTING CONCRETE CURB. DISPOSE OF AT AN APPROVED LANDFILL O NOT USED ® REMOVE EXISTING CATCH BASINS, CLEANOUTS & ROOF DRAINS. ABANDON STORM LINES IN PLACE. CAP AND MARK LINES FOR FUTURE USE. O NOT USED NOT USED REMOVE EXISTING VAULTS, FIRE HYDRANTS AND METERS. SAVE FOR POSSIBLE REUSE. ABANDON WATER LINES IN PLACE. CAP AND MARK LINES AT LINE FOR FUTURE USE. REMOVE EXISTING FENCE AND/OR GATE AND DISPOSE OF OFFSITE. REMOVE EXISTING CONCRETE SIDEWALK AND ALL ASSOCIATED STAIRS AND HANDRAILS AND DISPOSE OF AT AN APPROVED LANDFILL. REMOVE EXISTING BUILDING AND ALL ASSOCIATED WALLS, CONCRETE WALKS, RAMPS, TRASH COMPACTOR, ETC... & UTILITIES -INSIDE AND OUT AND DISPOSE OF AT AN APPROVED LANDFILL. 11 NOT USED 0 REMOVE EXISTING LANDSCAPE AND DISPOSE OF AT AN APPROVED LANDFILL. • REMOVE EXISTING RAILROAD TRACKS AND DISPOSE OF AT AN APPROVED LANDFILL. 14 REMOVE SIGNS AND POLES D18-0115 MAY 11 20i8 City of Tukwila BULL.. .0 CVIJiON RECEIVED CITY OF TUKWILA PERMM:T CENTER 0 cc 1 0 0 0 1 J CO a J Z E 0 0 Q� V J cc co O cc a. PROLOGIS EMERALD GATEWAY 3301 S. NORFOLK STREET y0 [ 8 4 2 j R ti 0 In O 0 i 0 s Dote 04/23/1Q x I.L ▪ rg OD Dop N N O) co 00 a I I 3Lin n N N Cic Z N N v Job Number L Ul 0 st E_ • 3 Y --I 2 n c x 30 D- 0 0 a N CO 0 o0 U� c0