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HomeMy WebLinkAboutPermit D18-0258 - KING COUNTY METRO - BUILDING DEMOLITIONKING COUNTY METRO - DEMOLITION 12400 E MARGINAL WAY S D18-0258 Parcel No: Address: 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 7340600480 12400 E MARGINAL WAY S Project Name: KING COUNTY METRO - DEMOLITION Permit Number: Issue Date: Permit Expires On: D18-0258 1/31/2019 7/30/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: BANK OF CHINA NEW YORK 1045 AVE OF THE AMERICAS , NEW YORK, WA, 10018 JENNIFER LEE Phone: (206) 263-8272 201 S JACKSON ST M/S KSC-TR-0431, SEATTLE, WA, 98104 RHINE DEMOLITION LLC Phone: (253) 537-5852 1124 112TH ST E , TACOMA, WA, 98445 RHINEDL893BE Expiration Date: 1/3/2021 KING COUNTY METRO TRANSIT Address: 201 S JACKSON MAILSTOP KSC-TR- 0433 , SEATTLE, WA, 98104 DESCRIPTION OF WORK: DEMOLISH AND EXCAVATE OFFICE & WARHOUSE BUILDING & FOUNDATIONS, AND AREA AROUND THE BUILDING FOR STAGING/DISTURBANCE TO REMOVE ADJOINING LANDSCAPING AND UNDERGROUND DIESEL TANKS. REMOVE AND LEGALLY DISPOSE OF HAZMAT AND BUILDING MATERIALS. PUBLIC WORKS ACTIVITIES INCLUDE: EROSION CONTROL, LAND ALTERING, UTILITIES CAPPING, DRIVEWAY, TEMPORARY EROSION CONTROL POND, PAVEMENT CUTTING AND REMOVAL, CURB CUT, TRAFFIC CONTROL, AND STREET USE. WATER DIST. 125 & VALLEY VIEW SEWER DISTRICT. Project Valuation: $1,000,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $21,370.27 Occupancy per IBC: F-1 Water District: 125 Sewer District: VALLEY VIEW,TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2017 International Residential Code Edition: 2015 WA Cities Electrical Code: 2017 International Mechanical Code Edition: 2015 WAC 296-46B: 2017 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 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: 11000 Fill: 0 Number: 0 1 No Permit Center Authorized Signature: Date: I 3 I —/7 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 devel,.ment p- it and agree to tionsttached to this permit. Signature: e Print Name: /-E-/E-5 Date: /.-Th�) 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: 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. 3: 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. 4: 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). 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: 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. 7: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. (IFC 304.1) 8: 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. 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed by FM 51, for questions call 206-575-4407 11: ***PUBLIC WORKS PERMIT CONDITIONS*** 12: Call to schedule mandatory pre -construction meeting with Scott Moore, Public Works Senior Inspector, (206) 433-0179. 13: 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. 14: 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. 15: 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. 16: No work under this permit during weekend hours without prior approval by Public 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 be submitted to the Inspector for prior approval. 18: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground (or) Owner/Applicant to sign an Underground Waiver. 19: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify Public Works Inspector before 12:00 Noon on Friday preceding any weekend work. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 22: 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. 23: The Land Altering Permit Fee is based upon an estimated 11000 cubic yards of cut and no cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 24: 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. 25: 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. 26: Applicant shall contact Water District #125 (206-242-9547) for water capping requirements and approval. 0 27: Applicant shall contact the Valley View Sewer District (206-242-3236) for sanitary sewer capping requirements and approval. 28: 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. 29: Driveway shall comply with City commercial standards. Driveway width shall be a 25' minimum and 35' maximum. Slope shall be a maximum of 15%. Turning radii shall be a minimum of 10'. 30: Project will require a completed Notice of Intent (NO1) application form — Construction Stormwater General Permit to the Washington State Department of Ecology. 31: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit at all times. 32: Pavement mitigation fees may apply to this permit. Amount estimated to be xxx sq. ft. x $xx.xx per sq. ft. _ $x,xxx.xx. Final measurement to be made in the field by the Public Works Inspector prior to Public Works Final, 33: Prior to any work within the East Marginal Way South right-of-way, the Contractor shall provide a copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 34: Prior to any work within the City of Tukwila right-of-way the Contractor shall sign w/Notary a ROW Hold Harmless Agreement. 35: Prior to any dewatering on-site provide a copy of an approved King County Waste Discharge Permit. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 5000 CURB, ACCESS, SDW 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 5040 LAND ALTERING 5230 PAVING AND RESTORE 0101 PRE -CONSTRUCTION 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 5090 STORM DRAINAGE 5100 STREET USE CITY OF TUKTIA- Communi01 Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov ANL Building Permit No. Project No. Date Application Accepted: Date Application Expires: a }- ( "'( 9 (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 King Co Assessor's Tax No.: 7340600480 Site Address: 12400 E Marginal Way S Tenant Name: N/A Suite Number: PROPERTY OWNER Name: King County Metro Transit Address: 201 S Jackson St Mailstop: KSC-TR-0431 City: Seattle State: WA Zip: 98104 CONTACT PERSON — person receiving all project communication Name: Jennifer Lee, King County Metro Transit Address: 201 S Jackson St Mailstop: KSC-TR-0431 City: Seattle State: WA Zip: 98104 Phone: (206) 263-8272 Fax: Email: jennifer.lee@kingcounty.gov GENERAL CONTRACTOR INFORMATION Company Name: TBD Architect Name: Thomas Roth, AIA, LEED AP Address: 1420 Fifth Ave Suite 600 City: Seattle State: WA Zip: 98101 Address: Email: thomas.roth@tetratech.com City: Seattle State: WA City: State: 883-9301 Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh New Tenant: Floor: ❑ Yes ❑ ..No ARCHITECT OF RECORD Company Name: Tetra Tech Architect Name: Thomas Roth, AIA, LEED AP Address: 1420 Fifth Ave Suite 600 City: Seattle State: WA Zip: 98101 Phone: (206) 883-9406 Fax: Email: thomas.roth@tetratech.com ENGINEER OF RECORD Name: N/A No Lender/Bond as King County is Company Name: Tetra Tech City: State: Zip: Engineer Name: Chuck Purnell Address: 1420 Fifth Avenue Suite 650 City: Seattle State: WA Zip: 98101 Phone: (206) 883-9322 Fax: (206) 883-9301 Email: chuck.purnell@tetratech.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A No Lender/Bond as King County is Address: large, stable, public entity City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIOL)06-431-3670 Valuation of Project (contractor's bid price): $ , "\ Existing Building Valuation: $ estimate demo construction cost approx. $1M Describe the scope of work (please provide detailed information): Demolish & excavate office & warehouse building & foundations, and area around the building for staging/disturbance to remove adjoining landscaping and underground diesel tanks. Remove and legally dispose of hazmat and building materials. Will there be new rack storage? ❑ Yes 0.. 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 Garage Parking Stalls Existing to Remain +/-580 to588 Garage restripe Handicap: 12 Will there be a change in use? ❑ Yes E No If "yes", explain: use of site for office & warehouse remains with addition of bus base functions/use: bus staging,vehicle maintenance, operations, fuel & wash FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit 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 l' Floor 150,000 2nd Floor 125,000 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 Garage Parking Stalls Existing to Remain +/-580 to588 Garage restripe Handicap: 12 Will there be a change in use? ❑ Yes E No If "yes", explain: use of site for office & warehouse remains with addition of bus base functions/use: bus staging,vehicle maintenance, operations, fuel & wash FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PU1 LIC WORKS PERMIT INFOI • TION — 206-433-0179 • Scope of Work (please provide detailed information): Demolish & excavate office & warehouse building & foundations, cap utilities, stabilize site. Removal and replacement of portion of landscape areas with paving. A new curb cut for temporary construction access and permanent parking garage access for passenger employee vehicles is requested. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila m ...Water District # 125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline m ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ 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): VI ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way 0 ® ...Total Cut 11,000 cubic yards ❑ .. Work in Flood Zone ® ...Total Fill 0 cubic yards 0 .. Storm Drainage ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis 0 ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ ...Sanitary Side Sewer ...Cap or Remove Utilities ❑ ...Frontage Improvements 0 ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water 0 .. Abandon Septic Tank Q .. Curb Cut ❑ .. Pavement Cut 0 .. Looped Fire Line ❑ .. Grease Interceptor 0 .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding 0 ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size 0 ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: c ty State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Pertnit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - �✓ L.1 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 OW ER OR AUTHORIZED AGENT: , ., 12,i 0 _ %i ill Cour- M4D 11}1 - Print Name: Jennifer Lee King County Metro Transit Day Telephone: (206) 263-8272 Signature: Date: g • Mailing Address: 201 S Jackson St Mailstop KSC-TR-0431 Seattle WA 98104 H: \Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh City State Zip Page 4 of 4 (di BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME King County Metro Transit Demolition PERMIT # D18-0258 (@ 12406 1h14)5) 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 Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: category: jO 0 OD -36e600- 2.0160o /0 o DA00072,y'000 35000 $250 (1) X66;960— /07 o 0o B. 2.5% of first $100,000 of A. 2500 C. 2.0% of amount over $100,000, but Tess than $200,000 of A. —2000 D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) 5. Enter total excavation volume 11,000 Enter total fill volume 0 cubic yards cubic yards 14o 5,400 $-9,900 2 G,4o Use the following table to estimate the grading plan review fee. Use the reater of the excavation and fill volumes. QUANTITY IN CUBIC RATE YARDS 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 1 ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees (4) $49.25+24.50 P 15 (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION 1'i 4 (1+4+5) $ 449424 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) 7. Pavement Mitigation Fee 2.424-c. $ -599114- (6) $ --wee- (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. $ $391 (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 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) Approved 09.25.02 Last Revised 01.01.18 2 v 11,000 cy $325 + $66 $t51 (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) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * .Refer to the Water Meter Fees in Bulletin Al Total A through E $ 0 (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 $ 0 (10) DUE WHEN PERMIT IS ISSUED 5S (6+7+8+9+10+11) $ ‘5 2 ,4 _. 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. • ♦ A 1 •.,at lYai:J 1 171\ J. I. L' Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2018 —1231.2011,% Total Fee 0.75 $625 $6005 ,/ $6630 1 $1125 $15,0 .2 50 $16,137.50 1.5 $2425 ,025 $32,450 2 $2825 $4�;04.Q $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 / Temporary Meter ca -1-11n 0.75" $300 2.5" $1,500 I Approved 09.25.02 Last Revised 01.01.18 3 D18-0258 demo $250 1 Mobilization 5% of 3.5M construction cost $175,000 Erosion prevention 10% of 3.5M construction cost $350,000 water/sewer/surface = 0 $0 road/ parking/ access 1% of 3.5M construction cost $35,000 $560,000 2.5% of 100000 $2,500 b 2% of 99,998 = 2000 $2,000 c 1.5% of 359,999 560000-200001=359999 $5,400 d total $9,900 4 6 $74 5 $10,224 1+4+5 total plan review fee d $1,500 7 $391 8 6+8*5% $515 9 $12,306 6,7,8,9,10,11 018-0259 garage TI $250 1 Mobilization 5% of 700000 construction cost $35,000 Erosion prevention 10% of 700000 construction cost $70,000 water/sewer/surface = 0 $0 road/ parking/ access 0 $0 total $105,000 2.5% of 100000 $2,500 2% of 105000-199999= 94,999x.02 $2,375 2374.975 total $4,875 4 $37 5 $5,162 1+4+5 $4,875 6 $1,500 7 $55 8 $246 9 $6,676 6,7,8,9,10,11 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $1,620.58' PermitTRAK D18-0258 Address: 12400 E MARGINAL WAY S Apn: 7340600480 $1,620.58 Credit Card Fee $47.20 Credit Card Fee 8000.369.908.00.00 0.00 $47.20 DEVELOPMENT $1,573.38 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15218 8000.345.830.00.00 0.00 $1,573.38 $1,620.58 Date Paid: Tuesday, August 21, 2018 Paid By: JENNIFER LEE Pay Method: CREDIT CARD 055021 Printed: Tuesday, August 21, 2018 2:05 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $9,567.86 D18-0258 Address: 12400 E MARGINAL WAY S Apn: 7340600480 $9,567.86 Credit Card Fee $278.68 Credit Card Fee R000.369.908.00.00 0.00 I $278.68 DEVELOPMENT $8,574.43 PERMIT FEE R000.322.100.00.00 0.00 I $8,574.43 PUBLIC WORKS $714.75 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $73.75 GRADING PERMIT ISSUANCE TOTAL FEES PAID BY RECEIPT: R15612 R000.342.400.00.00 0.00 $391.00 $9,567.86 Date Paid: Friday, October 12, 2018 Paid By: TSENGYANG VANG Pay Method: CREDIT CARD 066372 Printed: Friday, October 12, 2018 4:12 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $4,120.00 D18-0258 Address: 12400 E MARGINAL WAY S Apn: 7340600480 $4,120.00 Credit Card Fee $120.00 Credit Card Fee R000.369.908.00.00 0.00 $120.00 DEVELOPMENT $4,000.00 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R15217 R000.345.830.00.00 0.00 $4,000.00 $4,120.00 Date Paid: Tuesday, August 21, 2018 Paid By: JENNIFER LEE Pay Method: CREDIT CARD 095532 Printed: Tuesday, August 21, 2018 2:03 PM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ( ACCOUNT QUANTITY PAID $6,061.83 D18-0258 Address: 12400 E MARGINAL WAY S Apn: 7340600480 $6,061.83 Credit Card Fee $176.56 Credit Card Fee R000.369.908.00.00 0.00 $176.56 DEVELOPMENT $5,305.00 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $25.00 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $2,640.00 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $2,640.00 TECHNOLOGY FEE $580.27 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15613 R000.322.900.04.00 0.00 $580.27 $6,061.83 Date Paid: Friday, October 12, 2018 Paid By: TSENGYANG VANG Pay Method: CREDIT CARD 071499 Printed: Friday, October 12, 2018 4:13 PM 1 of 1 CP SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 10/12/2018 04:11:47 PM CREDIT CARD SALE VISA CARD NUMBER: **********1262 K TRAN AMOUNT: $9,567.86 APPROVAL CD: 066372 RECORD #: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 10/12/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/12/2018 04:11:47 PM CREDIT CARD SALE VISA CARD NUMBER: **********1262 K TRAN AMOUNT: $9,567.86 APPROVAL CD: 066372 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 10/12/2018 c o CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 10/12/2018 04:13:31 PM CREDIT CARD SALE VISA CARD NUMBER: **********1262 K TRAN AMOUNT: $6,061.83 APPROVAL CD: 071499 RECORD 8: 000 CLERK ID: Rachelle X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic. convergepay. com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 10/12/2018 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 10/12/2018 04:13:31 PM CREDIT CARD SALE VISA CARD NUMBER: **********1262 K TRAN AMOUNT: $6,061.83 APPROVAL CD: 071499 RECORD #: 000 CLERK ID: Rachelle Thank you! Customer Copy Page 2 of 2 https://classic.convergepay.comNirtualMerchant/transaction.do?dispatchMethod=printTr... 10/12/2018 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 08/21/2018 02:05:13 PM CREDIT CARD SALE VISA CARD NUMBER: **********9392 K TRAN AMOUNT: $1,620.58 APPROVAL CD: 055021 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https://classic. convergepay. com/V irtualMerchant/transaction. do?dispatchMethod=printTra... 8/21/2018 c 0 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 08/21/2018 02:02:23 PM CREDIT CARD SALE VISA CARD NUMBER: **********9392 K TRAN AMOUNT: $4,120.00 APPROVAL CD: 095532 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Page 2 of 2 https://classic.convergepay. com/V irtualMerchant/transaction.do?dispatchMethod=printTra... 8/21/2018 INSPECTION INSPECTION RECORD Retain a copy with permit 010 use, NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Kta ` � Type of Inspection: ,tki.- Mohd. Address:,�finn,, a h4l- Date Called: g, S��%�r( ciao I Instructions: T19Mn Da Wanted: 645`.�g a.m. p.m. Requester: Phone No: proved per applicable codes. OMMENTS: Corrections required prior to approval. Prf‘r&ir REINSPECTION E REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Q�$ -02'8 Prect:�/�,� 1 CQwYI- ! " L� Ty Inspection i A -k l In F/ Addres 12 q,oc-) F Iv I AL- 1.21 Special Instructions: Dat - (anted: a.m. p.m. Requester: i ' / r ie_t__ Phorye No:_ 606 / 1/"Z.,-5 +� v , 4� EJApproved per applicable codes. COMMENTS: Corrections required prior to approval. lt Vcir!A L %Spe4J( PIA)) Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 PIS -074-53 Project: IG, G .M err2o —T) 0440 Type of Inspection: P4vinits . 17--F,--5-rove- 3-rb 7Address: Address: Date ailed: Special Instructions: Dae anted: Z1 a.m. Re uester: ITtG Phone No: !� —Itz-4--7 706 ----77,0 ppro ed per per codes. Corrections required prior to approval. COMMENTS: 7710`- IJ cor-&2€76- 40P /411) 41,K A -r N ,2 N 67-A> Pg-0TEt7 t4 4 ‘‘& Inspector: Da`te�: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: Date called: Special Instructions: / Date Wanted: w C p.m. Requester: Phone No: L- 116 Ap 116Ap roved per applicable codes. Corrections required prior to approval. COMMENTS: cb .; APP/zolk/A4,- c-vai3/44-rrtez ' b9-- rnZ Pate J', DV-V.—rrWa,ie. Ca -00L.. Q Inspector: Date: 6`l(r) ((7-41q REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Ott, o2-9 Project: i%� �� g 64 Type of Inspection: Address: / Date Called: Special instructions: Da Wanted: (a.m. '14) p.m. Requester: N� /// /v, //"6 Phone No: ''6 &do, 414340( Approved per applicable codes. E Corrections required prior to approval. COMMENTS: �o toast, Inspector: (1' Date:z74v REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit pit) -s.2 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P o ect: F Co rn i Type of Inspection: Pre, on Addreks /� g L f 1 LoOU , nteco�i wr. Date Called: Speaa Instructions: Date Wanted: 11I'? a.m. p.m. Requester: c� I u I Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 41016 mke K434-0 RAmi,& 1 , 1 a dito /i\-ta 44; Lexped Rk-ctiathei kr.131{N a d.trA4: Insp t r Date: i i7,511 55 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 /jI, o2 Projespi it y `n Type of Inspection: peeis.-z-ed� Address:,Date /7-402 Ems. ,s✓, A/ Called: 3• Special Instructions: `i /°)�+ l�� `� e Wanted: 2 ^ �% a.m. P.m. Requester: Phone No: ZC3 537 <5.-2 ❑ Approved per applicable codes. D Corrections required prior to approval. COMMENTS: ,. .,/4 -77a. -J tk Inspector: q/t/\ Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 11.41.04 TYPICAL SECTION AND DETAIL REFERENCING SYSTEM (1) THE SECTION IS CUT ON DRAWING A101: SECTION LETTER ELEVATION LETTER A3.01 01 DRAWING ON WHICH SECTION/ELEVATION APPEARS. (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED: SECTION SCALE: SECTION LETTER ( o �/ - DRAWING ON WHICH SECTION WAS A1.01" TAKEN. (3) DETAILS ARE CROSS-REFERENCED IN A SIMILAR MANNER, EXCEPT THAT DETAILS ARE IDENTIFIED BY NUMBERS RATHER THAN BY LETTERS. VICINITY MAP NOT TO SCALE KENMORE I• E • _52.0NOMISN CO. KING 00. 0 REDMOND • DUVALL Q • CARNATION 0 r ary • PRESTON • SNOQU 16. VASHON ISLAND PROJECT VICINITY • A AUBURN • BLACK D • OND ALGONA • PACIFIC KING CO DRAWING NUMBERING SYSTEM KEY: DISCIPLINE G GENERAL C CIVIL 1 CD CIVIL DEMOLITION 2 L LANDSCAPE 3 E ELECTRICAL 4 ED ELECTRICAL DEMOLITION 5 6 DESIGNATED CATEGORY 0 GENERAL PLANS ELEVATIONS SECTIONS ENLARGED PLANS DETAILS SCHEDULES & DIAGRAMS AREA LOCATION (FOR PROJECTS WITH MULTIPLE LOCATIONS) DISCIPLINE DESIGNATOR SEPARATOR C1.01 ABBREVIATIONS: SEQUENTIAL DRAWING NUMBER WITHIN DISCIPLINE AND DESIGNATED CATEGORY REFER ALSO TO THE SPECIFIC ABBREVIATIONS LISTED WITHIN THE DRAWINGS OF EACH DISCIPLINE. THE FOLLOWING ABBREVIATIONS ARE APPLICABLE TO ALL DISCIPLINES: AFF ABOVE FINISH FLOOR INT ASPH ASPHALT IN BLDG BUILDING LF CB CATCH BASIN MAX CLR CLEAR MECH CO CLEAN OUT MIN COL COLUMN CONC CONCRETE N CONST CONSTRUCTION N/A CONT CONTINUOUS NIC NTS DET DETAIL DEMO DEMOLISH OC DIM DIMENSION OPP DN DOWN DWG DRAWING PAV PR EA EACH PT ELEC ELECTRIC ELEV ELEVATION REF EQ EQUAL REIN EQUIP EQUIPMENT RM EXT EXTERIOR EXIST EXISTING FD FLOOR DRAIN FF FINISHED FLOOR FLR FLOOR FTG FOOTING FT FOOT TO GALV GALVANIZED TYP INTERIOR INCH LINEAR FEET MAXIMUM MECHANICAL MINIMUM NORTH NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OPPOSITE PAVING PAIR PRESSURE -TREATED REFERENCE REINFORCING ROOM SCHED SCHEDULE SECT SECTION SIM SIMILAR STD STANDARD STL STEEL HR HOUR HT HEIGHT TOP OF TYPICAL UTIL UTILITY VERT VERTICAL W WEST LOCATION MAP GENERAL NOTES 1. DEMOLITION AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND THE LATEST EDITION OF THE JURISDICTIONAL BUILDING CODE AND AMENDMENTS. A COPY CF THE APPROVED PLAN, MUST 8E ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 2. ITIS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL BUILDING UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID HARM TO ANY OTHER BUILDING UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 3. THE CONTRACTOR SHALL. TAKE APPROPRIATE STEPS REQUIRED TO PROTECT EXISTING BUILDING UTILITIES, EQUIPMENT AND ITEMS IDENTIFIED AS SALVAGE FOR KING COUNTY. 4. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO START OF WORK. 5. ALL DEMOLITION DEBRIS MUST BE DISPOSED OF LEGALLY, OFF SITE. 6. FIRE SPRINKLER SYSTEM TO REMAIN OPERATIONAL UNTIL ROOF DEMOLmON BEGINS. 7. PRE -DEMOLITION CONFERENCE WITH FIRE DEPARTMENT REQUIRED 8. SEPARATE PERMIT REQUIRED FOR REMOVAL OF FUEL TANKS POLLUTION PREVENTION NOTES 1. COMPLY WITH APPLICABLE REQUIREMENTS IN THE WA STATE DEPT. OF ECOLOGY'S °STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, VOL. II - CONSTRUCTION STORMWATER POLLUTION PREVENTION' IN ACCORDANCE WITH THE SPECIFICATIONS OF THIS CONTRACT AND AS FOLLOWS: 1.1 CONTROL DUST RESULTING FROM DEMOLITION OF CONCRETE BY IMPLEMENTING THE APPLICABLE DUST CONTROL MEASURES IN BMP C140. 1.2 PROCESS WATER SLURRY RESULTING FROM SAWCUTTING AND SURFACING BY IMPLEMENTING THE APPLICABLE SAWCUTTING AND SURFACING POLLUTION PREVENTION MEASURES IN BPM C151. 1.3 PROTECT STORMWATER DRAIN INLETS AS INDICATED IN THE SITE TESC AND DEMOLITION PLANS. 2. COMPLY WITH ALL REQUIREMENTS OF THE OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) DRAWINGS OF THIS CONTRACT. AGENT: PROJECT DESCRIPTION EXISTING GARAGE TO REMAIN DEMOLISH EXISTING BUILDING LEGAL DESCRIPTION: FROM ORDER NO.: NCS-786933-WA1, FIRST AMERICAN TITLE INSURANCE COMPANY, NATIONAL COMMERCIAL SERVICES, DATED AUGUST 16, 2016, AT 7:30 AM THAT PORTION OF TRACTS 21, 22, 31 AND 32 OF RIVERSIDE INTERURBAN TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 10 OF PLATS AT PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, AS CONDEMNED UNDER SUPERIOR COURT CAUSE NO. 646846, THAT BEARS SOUTH 04'33'59" EAST 165.03 FEET DISTANT FROM THE POINT OF CURVATURE OF THE WEST MARGIN, HIGHWAY ENGINEERS STATION 76+05.30, SAID• POINT ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS DESCRIBED IN OPTION AGREEMENT RECORDED UNDER RECORDING NO. 7506090402; THENCE SOUTH 04'33'59" EAST ALONG SAID MARGIN 615.17 FEET TO A POINT LYING 110 FEET WESTERLY OF AND OPPOSITE ENGINEER'S STATION 68+25; THENCE SOUTH 58'17'25 WEST 230.32 FEET; THENCE SOUTH 21'32'52" EAST 36.80 FEET TO THE SOUTH LINE OF TRACT 32 OF THE RIVERSIDE INTERURBAN TRACTS; THENCE NORTH 89'17'24" WEST 476.97 FEET ALONG THE SOUTH LINE OF TRACTS 31 AND 32 TO THE EASTERLY MARGIN OF EAST MARGINAL WAY AS ESTABLISHED BY WARRANTY DEED FOUND IN KING COUNTY RECORDS, KING COUNTY RECORDING N0. 7412090465; THENCE NORTH 18'38'24" WEST 12.65 FEET R-aktat �5QAI ER=�Y MARGIN; THENCE NORTH 12'54'24" WEST 443.48 TH I "`�' �fT}�,L1DNC➢..5gdf MARC TO THE SOU; THENCE THWESTOCORNER WEST OF OPTION CODe9CIIy�41��'�R E SOUTH UNE OF TRACTS 31 AND 32 OF ORDING NO.7506090402; THENCE SOUTH Lg 120' /l ppGraAoI�.Y �U TRACTS A (STANCE OF 774.30 FEET TO THE POINT I -Ir E v SCALE: 1 =120' JENNIFER LEE 206.263.8272 201 S. JACKSON ST., MS KSC-TR-0431 SEATTLE, WA 98104-3856 Jennifer.Lee@KingCou nty.glly T232018 D WING INDEX CItYHtaf TFigliWilaSCRIPTI N BUILDING DLIVISGION 2 CD1.01 3 CD1.02 4 CD1.03 5 CD1.04 6 CD1.05 7 CD5.01 8 C1.01 9 C1.02 10 C1.03 11 C1.04 12 C3.01 13 L1.01 14 ED1.00 PROJECT DESCRIPTION: DEMOLISH EXISTING UNOCCUPIED 2 STORY OFFICE BUILDING, SKY BRIDGE & DECK. REMOVE AND LEGALLY DISPOSE OF HAZMAT & BUILDING MATERIALS. CAP UTILITIES. SECURE, FENCE & STABILIZE SITE. CONSTRUCT PASSENGER VEHICLE CURB CUT ACCESS ON E. MARGINAL WAY S. PROVIDE/ MAINTAIN EROSION CONTROL. BUILDING INFORMATION: BUILDING CURRENT USE: BUSINESS OFFICES - (UNOCCUPIED) FUTURE USE: BUILDING TO BE DEMOLISHED IN ORDER TO MAKE ROOM FOR A FUTURE BUS TRANSIT BASE BUILDING AREA: NUMBER OF STORIES: CONSTRUCTION TYPE: OCCUPANCY GROUP: FIRE PROTECTION: ZONING: 270,937 SF (FROM PREVIOUS BUILDING PERMIT) 2 V -N UNOCCUPIED (FORMERLY 'B-2' OFFICE) FULLY SPRINKLERED MIC/L OJECT INFORMATION & DRAWING INDEX SITD DEMOLITION KEY PLAN SITE TESC AND DEMOLITION PLAN 1 SITE TESC AND DEMOLITION PLAN 2 SITE TESC AND DEMOLITION PLAN 3 SITE TESC AND DEMOLITION PLAN 4 SITE TESC AND DEMOLITION DETAILS GRADING AND PAVING PLAN 1 GRADING AND PAVING PLANRECEIVED GRADING AND PAI 11 OF TUKWI GRADING AND PAVING PLAN 4 GRADING PROFILES LANDSCAPE PLAN AUG 21- 2018 ELECTRICAL SITE UTILITIES DEMOLITION SITE SURVEY DRAWINGS PERMIT CENTER 15 1 OF 4 A.L.TA 1 N.S.P.S. LAND TITLE SURVEY SHEET 1 16 2 OF 4 A.L.TA / N.S.P.S. LAND TITLE SURVEY SHEET 2 17 3 OF 4 A.L.TA 1 N.S.P.S. TOPOGRAPHICAL SURVEY SHEET 3 18 4 OF 4 A.L.T.A. / N.S.P.S. UTILITY SURVEY SHEET 4 South Interim Base Building Demolition 12400 E. Marginal Way S. PERMITTINGTukwila, WA FOR TETRA TECH No. REVISION DATE www.telsteoh.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-8839301 CHECKED BY CHECKED BY PROJECTNO CONTRACT NO: L41 King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE BUILDING DEMOLm0N PROJECT GENERAL PROJECT INFORMATION AND DRAWING INDEX DATE: 08/01/2018 DRAWING NO: G0.01 SHEET NO OF 1 18 FILE COPY Permit No. 01 Pan review approval is subject to errors and om scions. Approval of construction documents duos net EL:horize the violation of any adcpted coda cr ordinance. F;cce°pt of approved Field Copy and conditions is c„ro,;;cdgyd: Date: l-3)— l9 City of Tukwila BUILDING DIVISION t ! R QLi fw.) i Cis EtMachanica1 'Elactncal iumbmg lJ Cas Piping City of Tukwila BUILD;NG DIVISION *� r REVISIONS No changes than trade to the scope of work without prior approval of Tukwila 8,ui+d;ng Division NOTE: Revisions will require a new plan submittal and may include additional pian review fees t LOT LINE 2' LOT 22 8.TT)35 1 ,G1 z 111' 1� 1 N1 CENTERLINE 11 G7 CONSTRUCT DRIVEWAY TO MAINTAIN PARKING GARAGE ACCESS PROVIDE GATE STABILIZED CONSTRUCTION ENTRANCE PROVIDE CONSTRUCTION .= FENCE CONC'ETE PARKING GARAGE (TWO TORY WI ROOF TOP PARKING) S 124TH ST BUILDING DEMOLITION / REMOVAL REMOVE EXISTING SITE FEATURES AS NEEDED MAINTAIN FIRE LANE THROUGHOUT DEMOLITION CITY OF SEATTLE WIRE AND ANCHOR EASEMENT REC. 67207260478 CITY OF TUKWILA TRAFFIC SIGNAL EASEMENT REC. # 20020430000 169,400 SF 2 STORY BUILDING TO BE DEMOLISHED SEE ARCHITECTURAL PLANS RETAIN EXISTING 10' WIDE TYPE II FRONT YARD LANDSCAPING ALONG E MARGINAL WAY S. PER MIC/L ZONING. REMOVE EXISTING a1 \ CHILLER —1 L N0. REVISION BY APP'D DATE REMOVE (2) UNDERGROUND FUEL TANKS, SEPARATE PERMIT REQUIRED EXISTING GATE LOT 32 REMOVE BRIDGE AND DECK STRUCTURE. REFER TO �{ LANDSCAPE PLAN FOR THA STABILIZATION PLANTING CITY OF TUKWILA TRAFFIC FIBER 1h- 1 OPTIC CABLE EASEMENT REC. 620001003000482 1 `\ TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seatie, Washington 98101 Phone: 206-883-9300 Fax 206-883-9301 DESIGNED: CP DRAWN: NS/WM/GW CHECKED BY TP CHECKED BY APPROVED: PROJECT NO: CONTRACT NO: 669 'ON 31noa31V1S SOUND TRANSIT EASEMENT STORM POND REC. 620040917001748 1"=60' L4111 IGng County Department of Transportation LEGEND W//// BUILDING DEMOLITION / REMOVAL REMOVE EXISTING SITE FEATURES AS NEEDED FOR BUILDING DEMOLITION AND REMOVALS CONSTRUCTION ACCESS / ROUTE I FIRE LANE C— _ — 1 EASEMENT STABILIZED CONSTRUCTION ENTRANCE X CONSTRUCTION FENCE/GATE — — — — CONSTRUCTION SITE LIMITS - — — APPROXIMATE LIMIT OF REMOVAL GENERAL NOTES: 1. RETAIN EXISTING 10' WIDE TYPE II FRONT YARD LANDSCAPING ALONG E MARGINAL WAY S. PER MIC/L ZONING. REVIEWED EOR CODE COMPLIANCE APPROVED OCTti 3 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER 0 30' 60' 120' SCALE 1" = 60' FOR PERMITTING METRO TRANSIT DIVISION SOUTH INTERIM BASE BUILDING DEMOLITION PROJECT SITE TESC AND DEMOLITION KEY PLAN 12400 EAST MARGINAL WAY S DATE 08/17/2018 DRAWING NO: CD1.01 SHEET NO: OF 2 OF 18 (f) LOT 22 RIVERSIDE CONCRETE PARKING GARAGE (TWO STORY W/ ROOF TOP PARKING) ='7/r/ /// GENERAL NOTES: 1. NO UTILITY SHALL BE REMOVED AND RELOCATED PRIOR TO RECEIVING APPROVAL FROM THE OWNERS REPRESENTATIVE. 2. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE FEATURES SHALL REMAIN. PROTECT ALL EXISTING FEATURES TO REMAIN. 3. REFER TO ELECTRICAL AND TO ARCHITECTURAL DEMO PLANS FOR ADDITIONAL REMOVAL REQUIRED FOR FOR SITE ELECTRIC AND BUILDING DEMOLITION WORK. 4. REMOVE ALL ASSOCIATED BUILDING FEATURES, SUCH AS DOWNSPOUTS, HOSE BIBS, UTILITIES, ETC. BUILDING FOUNDATIONS SHALL BE REMOVED TO A MINIMUM OF 3' BELOW GRADE. 5. CATCH BASIN INSERT (INLET PROTECTION) TO BE PLACED ON EXISTING STORM DRAIN STRUCTURES WITHIN 200 FT DOWNSTREAM OF PROJECT SITE. 6. VAULT STRUCTURES TO BE ABANDONED MAY BE LEFT IN PLACE, REMOVED TO A MINIMUM DEPTH OF TWO FEET BELOW GRADE (OR LOWER AS REQUIRED FOR NEW CONSTRUCTION), AND BACKFILLED WITH CLEAN SAND COMPACTED IN 6 -INCH LIFTS. FLOOR SLABS SHALL BE BROKEN UP SO AS NOT TRAP WATER. 7. EXISTING UTILITIES WITHIN BUILDING FOOTPRINT TO BE REMOVED / RELOCATED. UTILITIES FOUND WITHIN THE FOOTPRINT OF THE BUILDING SHALL BE LOCATED AND MARKED. LEGEND rvo-23.9r 7//A 'HHH C__ j\ -STABILIZED B ILIZED \0 CONSTRUCTION ,ENTRANCE 1i PROVIDE CONSTRUCTION S 124TH ST k 1 ii 1( PROTECT SIGNAL EQUIPMENT, VAULTS, POLES, & PB'S. COORDINATE OPERATION WITH CITY TRAFFIC ENGINEER \�1 REMOVE 2 STORY OFFICE BUILDING Cal SOLI(' IN ' D.26.° 21790' 23.4' iN.24 l MATCH LINE - SEE SHEET CD1.04 No. REVISION BY APPD DATE TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 OESIGNEO: CP X BUILDING DEMOLITION / REMOVAL REMOVE EXISTING SITE FEATURES AS NEEDED FOR BUILDING DEMOLITION AND REMOVAL CONSTRUCTION ACCESS / ROUTE/ FIRE LANE REVIEDESOWsEED }FOUR CONSTRUCTION FENCE APPROVED CONSTRUOTA !TACH ITS."n 8 APPROXIMATE LIMIT OF REMOVALS El CATCH BASIN INSERT (INLET PROTECTION) 4 X City of Tukwila O :MG,.!VISION n v 0 15' 30' 60' SCALE: 1 = 30' APPROVED: CONSTRUCTION NOTES: 0 0 0 0 0 0 0 0 0 CONFIRM HYDRANT CONNECTION AND CUT AND CAP IF CONNECTION IS IMPACTED BY BUILDING DEMOLITION. CUT WATER SERVICE LINE AND CAP AT WATER MAIN PLUG EXISTING SANITARY SERVICE CONNECTION TO BLDG. AT MANHOLE CATCH BASIN INSERT (INLET PROTECTION) PER KCSWDM C.3.9.B. SEE DETAIL 2, SHEET CD501. STABILIZED CONSTRUCTION ENTRANCE PER KCSWDM C.3.1. SEE DETAIL 1, SHEET CD501. REMOVE EXISTING FENCE / GATE PROTECT HYDRANT RETAIN 10' EXISTING WIDE TYPE II FRONT YARD LANDSCAPING ALONG E MARGINAL WAY S. PER MIC/L ZONING. PROTECT WATER METER AND VALVES EROSION CONTROL NOTES: 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTORIESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, FLOW CONTROL BMP LOCATIONS (EXISTING AND PROPOSED),AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. 7. RECEIVED CITY OF TUKWILA. AUG 21 2018 1"=30' ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, BI -MONTHLY DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KING COUNTY SURFACE WATER DESIGN MANUAL. PERMIT CENTER DRAWN: NS/WM/GW CHECKED 91 TP PROJECT NO: CHECKED a1 CONFRACTNO: King County Department of Transportation 10. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. ALL AREAS COVERED WITH BMP COVER MEASURE AS APPROVED BY THE ENGINEER. FOR PERMITTING METRO TRANSIT DIVISION SOUTH INTERIM BASE • BUILDING DEMOLITION PROJECT SITE TESC AND DEMOLITION PLAN 1 12400 EAST MARGINAL WAY S DATE: 08/17/2018 DRAWINGNO: CD1.02 SHEETNO: OF 3 OF18 7 /// z m o_ X LOT 21 rn // CHAN LyK 0 rn 27 28 l I 'I ^II iII \\ 11,1 s V--V1/--w— REMOVE 2 STORY OFFICE BUILDING z 0 w °i wwrz.ott�z^q ixv.zezxa'Er 03.3 MIN RAW. 0113 CP3f 4M1CTURE P 013.1 MATCH LINE - SEE SHEET CD1.04 No. REVISION BY APP'D DATE TETRA TECH WmmW.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 REVIE' +D' FOR CODE CQMPLIANCE APPROVED OCT 1'232018 City ofi Tukwila BUILDING DIVISION DESIGNED: CP DRAWN: NS/WM GENERAL NOTES: 1. NO UTILITY SHALL BE REMOVED AND RELOCATED PRIOR TO RECEIVING APPROVAL FROM THE OWNERS REPRESENTATIVE. 2. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE FEATURES SHALL REMAIN. PROTECT ALL EXISTING FEATURES TO REMAIN. 3. REFER TO ELECTRICAL AND TO ARCHITECTURAL DEMO PLANS FOR ADDITIONAL REMOVAL REQUIRED FOR FOR SITE ELECTRIC AND BUILDING DEMOLITION WORK. 4. REMOVE ALL ASSOCIATED BUILDING FEATURES, SUCH AS DOWNSPOUTS, HOSE BIBS, UTILITIES, ETC. BUILDING FOUNDATIONS SHALL BE REMOVED TO A MINIMUM OF 3' BELOW GRADE. 5. CATCH BASIN INSERT (INLET PROTECTION) TO BE PLACED ON EXISTING STORM DRAIN STRUCTURES WITHIN 200 FT DOWNSTREAM OF PROJECT SITE. 6. VAULT STRUCTURES TO BE ABANDONED MAY BE LEFT IN PLACE, REMOVED TO A MINIMUM DEPTH OF TWO FEET BELOW GRADE (OR LOWER AS REQUIRED FOR NEW CONSTRUCTION), AND BACKFILLED WITH CLEAN SAND COMPACTED IN 6 -INCH LIFTS. FLOOR SLABS SHALL BE BROKEN UP SO AS NOT TRAP WATER. 7. EXISTING UTILITIES WITHIN BUILDING FOOTPRINT TO BE REMOVED / RELOCATED. UTILITIES FOUND WITHIN THE FOOTPRINT OF THE BUILDING SHALL BE LOCATED AND MARKED. LEGEND I / / A 'r-1rJ�t BUILDING DEMOLITION / REMOVAL REMOVE EXISTING SITE FEATURES AS NEEDED FOR BUILDING DEMOLITION AND REMOVAL CONSTRUCTION ACCESS / ROUTE / FIRE LANE EASEMENT STABILIZED CONSTRUCTION ENTRANCE O X CONSTRUCTION FENCE — — — — CONSTRUCTION SITE LIMITS APPROXIMATE LIMIT OF REMOVALS El CATCH BASIN INSERT (INLET PROTECTION) O XREMOVAL Fl CUT AND CAP UTILITY 0 0 15' 30' 60 SCALE: 1" = 30' APPROVED: RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER 1"=30' CHECKED BY CP PROJECT NO: CHECKED BY CONTRACT NO: L41 King County Department of Transportation CONSTRUCTION NOTES: O CONFIRM HYDRANT CONNECTION AND CUT AND CAP IF CONNECTION IS IMPACTED BY BUILDING DEMOLITION. 0 0 CUT WATER SERVICE LINE AND CAP AT WATER MAIN PLUG EXISTING SANITARY SERVICE CONNECTION TO BLDG. AT MANHOLE OCATCH BASIN INSERT (INLET PROTECTION) PER KCSWDM C.3.9.B. SEE DETAIL 2, SHEET CD501. OSTABILIZED CONSTRUCTION ENTRANCE PER KCSWDM C.3.1. SEE DETAIL 1, SHEET CD501. • REMOVE EXISTING FENCE / GATE • PROTECT HYDRANT • REMOVE PAVING AND LANDSCAPE TO FENCELINE • PROTECT WATER METER AND VALVES EROSION CONTROL NOTES: 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, FLOW CONTROL BMP LOCATIONS (EXISTING AND PROPOSED)AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL 8E IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, BI -MONTHLY DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KING COUNTY SURFACE WATER DESIGN MANUAL. 10. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. ALL AREAS COVERED WITH BMP COVER MEASURE AS APPROVED BY THE ENGINEER. FOR PERMITTING METRO TRANSIT DIVISION SOUTH INTERIM BASE BUILDING DEMOLITION PROJECT SITE TESC AND DEMOLITION PLAN 2 12400 EAST MARGINAL WAY S DAZE: 08/17/2018 DRAWING NO CD1.03 SHEET NO: OF 4 OF 18 \ REMOVE CHILLER I FUEL TANKS STABILIZED \ OCONSTRUCTION ENTRANCE \ \ \ \ aaw 24.4,07,41 \ LINK N11H 8 ''i ED 'AinE REVIEWED FL... CODE COMPLIANCE APPROVED OCT 23 2013 City of Tukwila BUILDING DIVISION No. REVISION BY APP'D DATE TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax 206-883-9301 A A DESIGNED: CP GENERAL NOTES: 1. NO UTILITY SHALL BE REMOVED AND RELOCATED PRIOR TO RECEIVING APPROVAL FROM THE OWNERS REPRESENTATIVE. 2. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE FEATURES SHALL REMAIN. PROTECT ALL EXISTING FEATURES TO REMAIN. 3. REFER TO ELECTRICAL AND TO ARCHITECTURAL DEMO PLANS FOR ADDITIONAL REMOVAL REQUIRED FOR FOR SITE ELECTRIC AND BUILDING DEMOLITION WORK. 4. REMOVE ALL ASSOCIATED BUILDING FEATURES, SUCH AS DOWNSPOUTS, HOSE BIBS, UTILITIES, ETC. BUILDING FOUNDATIONS SHALL BE REMOVED TO A MINIMUM OF 3' BELOW GRADE. 5. CATCH BASIN INSERT (INLET PROTECTION) TO BE PLACED ON EXISTING STORM DRAIN STRUCTURES WITHIN 200 FT DOWNSTREAM OF PROJECT SITE. 6. VAULT STRUCTURES TO BE ABANDONED MAY BE LEFT IN PLACE, REMOVED TO A MINIMUM DEPTH OF TWO FEET BELOW GRADE (OR LOWER AS REQUIRED FOR NEW CONSTRUCTION), AND BACKFILLED WITH CLEAN SAND COMPACTED IN 6 -INCH LIFTS. FLOOR SLABS SHALL BE BROKEN UP SO AS NOT TRAP WATER. 7. EXISTING UTILITIES WITHIN BUILDING FOOTPRINT TO BE REMOVED / RELOCATED. UTILITIES FOUND WITHIN THE FOOTPRINT OF THE BUILDING SHALL BE LOCATED AND MARKED. LEGEND BUILDING DEMOLITION / REMOVAL REMOVE EXISTING SITE FEATURES AS NEEDED FOR BUILDING DEMOLITION AND REMOVAL CONSTRUCTION ACCESS 1 ROUTE / FIRE LANE 1 _ _ _ EASEMENT STABILIZED CONSTRUCTION ENTRANCE O X CONSTRUCTION FENCE — — — — CONSTRUCTION SITE LIMITS — — — — APPROXIMATE LIMIT OF REMOVALS X n 0 15' CATCH BASIN INSERT (INLET PROTECTION) O REMOVAL CUT AND CAP UTILITY O2 30' 60' MEM NM= SCALE 1" = 30' APPROVED: CONSTRUCTION NOTES: 0 0 0 CONFIRM HYDRANT CONNECTION AND CUT AND CAP IF CONNECTION IS IMPACTED BY BUILDING DEMOLITION. CUT WATER SERVICE LINE AND CAP AT WATER MAIN PLUG EXISTING SANITARY SERVICE CONNECTION TO BLDG. AT MANHOLE O CATCH BASIN INSERT (INLET PROTECTION) PER KCSWDM C.3.9.8. SEE DETAIL 2, SHEET CD501. OSTABILIZED CONSTRUCTION ENTRANCE PER KCSWDM C.3.1. SEE DETAIL 1, SHEET CD501. OREMOVE EXISTING FENCE / GATE O PROTECT HYDRANT 0 O RETAIN 10' EXISTING WIDE TYPE!! FRONT YARD LANDSCAPING ALONG E MARGINAL WAY S. PER MICIL ZONING. PROTECT WATER METER AND VALVES EROSION CONTROL NOTES: 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, FLOW CONTROL BMP LOCATIONS (EXISTING AND PROPOSED),AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). RECEIVED CITY OF TUKWIL.A AUG 21 2018 9. PERMIT CENTER°. 1"=30' DRAWN: NS/WM CHECKED BY CP PROJECT NO: CHECKED BY CONTRACT NO: King County Department of Transportation THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, BI -MONTHLY DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KING COUNTY SURFACE WATER DESIGN MANUAL. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. ALL AREAS COVERED WITH BMP COVER MEASURE AS APPROVED BY THE ENGINEER. FOR PERMITTING METRO TRANSIT DIVISION SOUTH INTERIM BASE BUILDING DEMOLITION PROJECT SITE TESC AND DEMOLITION PLAN 3 12400 EAST MARGINAL WAY S DATE: 08/17/2018 DRAWING NG. CD1.04 SHEET NO: OF 5 OF 18 29 �� _.r....►.."'��. A �``�vr�--� _-moi T/ REMOVE BRIDGE AND DECK STRUCTURE. REFER TO LANDSCAPE PLAN FOR STABILIZATION PLANTING No. REVISION 80 APPD DATE \ TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 REVIEVv:J FOR CODE COMPLIAN APPROVED OCT 23 2016 City of Tukwila Is\ BUILDING DIVISIO DESIGNED: CP GENERAL NOTES: 1. NO UTILITY SHALL BE REMOVED AND RELOCATED PRIOR TO RECEIVING APPROVAL FROM THE OWNERS REPRESENTATIVE. 2. UNLESS FEATURES ARE IDENTIFIED FOR REMOVAL, THE FEATURES SHALL REMAIN. PROTECT ALL EXISTING FEATURES TO REMAIN. 3. REFER TO ELECTRICAL AND TO ARCHITECTURAL DEMO PLANS FOR ADDITIONAL REMOVAL REQUIRED FOR FOR SITE ELECTRIC AND BUILDING DEMOLITION WORK. 4. REMOVE ALL ASSOCIATED BUILDING FEATURES, SUCH AS DOWNSPOUTS, HOSE BIBS, UTILITIES, ETC. BUILDING FOUNDATIONS SHALL BE REMOVED TO A MINIMUM OF 3' BELOW GRADE. 5. CATCH BASIN INSERT (INLET PROTECTION) TO BE PLACED ON EXISTING STORM DRAIN STRUCTURES WITHIN 200 FT DOWNSTREAM OF PROJECT SITE. 6. VAULT STRUCTURES TO BE ABANDONED MAY BE LEFT IN PLACE, REMOVED TO A MINIMUM DEPTH OF TWO FEET BELOW GRADE (OR LOWER AS REQUIRED FOR NEW CONSTRUCTION), AND BACKFILLED WITH CLEAN SAND COMPACTED IN 6 -INCH LIFTS. FLOOR SLABS SHALL BE BROKEN UP SO AS NOT TRAP WATER. 7. EXISTING UTILITIES WITHIN BUILDING FOOTPRINT TO BE REMOVED / RELOCATED. UTILITIES FOUND WITHIN THE FOOTPRINT OF THE BUILDING SHALL BE LOCATED AND MARKED. LEGEND //A BUILDING DEMOLITION / REMOVAL REMOVE EXISTING SITE FEATURES AS NEEDED FOR BUILDING DEMOLITION AND REMOVAL CONSTRUCTION ACCESS / ROUTE/FIRE LANE EASEMENT STABILIZED CONSTRUCTION ENTRANCE O X CONSTRUCTION FENCE — — — — CONSTRUCTION SITE LIMITS — — — — APPROXIMATE LIMIT OF REMOVALS x n CATCH BASIN INSERT (INLET PROTECTION) 0 REMOVAL CUT AND CAP UTILITY RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER 0 30' 60' SCALE: 1" = 30' APPROVED: 1"=30' DRAWN: NS/WM CHECKED BY CP PROJECT NO: CHECKED BY CONTRACT NO: L.41 King County Department of Transportation CONSTRUCTION NOTES: O 0 0 CONFIRM HYDRANT CONNECTION AND CUT AND CAP IF CONNECTION IS IMPACTED BY BUILDING DEMOLITION. CUT WATER SERVICE LINE AND CAP AT WATER MAIN PLUG EXISTING SANITARY SERVICE CONNECTION TO BLDG. AT MANHOLE OCATCH BASIN INSERT (INLET PROTECTION) PER KCSWDM C.3.9.B. SEE DETAIL 2, SHEET CD501. OSTABILIZED CONSTRUCTION ENTRANCE PER KCSWDM C.3.1. SEE DETAIL 1, SHEET CD501. REMOVE EXISTING FENCE / GATE OPROTECT HYDRANT OREMOVE PAVING AND LANDSCAPE TO FENCELINE OPROTECT WATER METER AND VALVES EROSION CONTROL NOTES: 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE CONTRACTOR/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, FLOW CONTROL BMP LOCATIONS (EXISTING AND PROPOSED),AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.) AS DIRECTED BY KING COUNTY. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO CONSECUTIVE DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH DURING THE DRY SEASON, BI -MONTHLY DURING THE WET SEASON, OR WITHIN TWENTY FOUR (24) HOURS FOLLOWING A STORM EVENT. 9. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE KING COUNTY SURFACE WATER DESIGN MANUAL. 10. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. ALL AREAS COVERED WITH BMP COVER MEASURE AS APPROVED BY THE ENGINEER. FOR PERMITTING METRO TRANSIT DIVISION SOUTH INTERIM BASE BUILDING DEMOLITION PROJECT SITE TESC AND DEMOLITION PLAN 4 12400 EAST MARGINAL WAY S DATE: 08/17/2018 DRAWING NO: CD1.04 SHEET NO: OF 6 OF 18 J %y R=25' MIN. IF A ROADSIDE DITCH IS PRESENT, INSTALL DRIVEWAY CULVERT PER KCRDCS QUARRY SPALLS iu�' +�°.. 15' MIN. GEOTEXTILE 17 MIN. PROVIDE FULL WIDTH THICKNESS OF INGRESS/EGRESS AREA NOTES: • PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS (KCRDCS), DRIVEWAYS SHALL BE PAVED TO EDGE OF RAW PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. • IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD. KCSWDM C.3.1 STABILIZED CONSTRUCTION ENTRANCE DETAIL SCALE: NTS CD401; CD403 10' MAX. TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 17 AND BE WEIGHTED OR TAPED TOE IN SHEETING IN MINIMUM 4"X4" TRENCH PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED KCSWDM C.3.4 PLASTIC COVERING DETAIL SCALE: NTS CD401 - CD404 CATCH BASIN SOLID WALLS GRATE OVERFLOW FILTER POROUS MEDIA FOR BOTTOM DEWATERING KCSWDM C.3.9.B CATCH BASIN INSERT DETAIL NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS: • A MIN. 0.5 C.F. OF STORAGE, • THE MEANS TO DEWATER THE STORED SEDIMENT, • AN OVERFLOW, AND • CAN BE EASILY MAINTAINED. SCALE: NTS CD401 - CD404 ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6° CROSS SECTION 24'1.1IN. 2H:1V SLOPES L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION A CHECK DAM SPACING KCSWDM C.3.13.A CHECK DAM DETAIL SCALE: NTS CD602 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 3 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER FOR PERMITTING . 0 .5' 1' 2' SCALE: 1" = 1' No. REVISION BY APPD DATE TETRA TECH www.tetTatech.com 1420 Fifth Avenue, Suite 600 Seattle. Washington 98101 Phone: 206-883-9300 Fax 206-883-9301 DESIGNED: CP APPROVED NTS DRAWN: NSIWM/GW CHECKED BY TP PROJECT NO. CHECI®BY CONDUCT NO. IGy� ng County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE BUILDING DEMOLITION PROJECT SITE TESC AND DEMOLITION DETAILS 12400 EAST MARGINAL WAY S DOTE 08/17/2018 DRAWING NO. CD5.01 SHEET NO OF 70F18 1 1a 11 1 1 1i 1! 1 11\ \ 1' 1 111 278.3' \ Iv �1 1 1 `' 1 11, 1Ij T `i i\�, SEE DETAIL 1, THIS SHEET LOT LINE LOT 22 RIVERSIDE ,� FOE- TEMPORARY OE CONCRETE PARKING GARAGE (TWO STORY W/ ROOF TOP PARKING) MS:Yi9 /////////////// // 77 — VIL - _VV — W-- S 124TH ST % I11 Y' 30 i;11111.14°1.1$.1114111... s0.ro uo.ze.ea 2 Mwm2AJe(,2NE) 'LwY7Ym\ iNw,21{,(12'SE) f 1161N Nw24.1(6'0) RADE FOUNDATION 3 -FEET BELOW GRADE AT 3H:1V LEGEND TEMPORARY PAVING (2” HMA, 4" CSBC) CONCRETE PAVING ] EASEMENT — — — — CONSTRUCTION SITE LIMITS ❑p CATCH BASIN INSERT (INLET PROTECTION) Oj REVIEWED FOR ODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION IN TERL MATCH LINE - SEE SHEET Cl 03 No. REVISION BY APP'D DATE TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: CP 0 15 30' 60' SCALE: 1' = 30' APPROVED: CONSTRUCTION NOTES: OCATCH BASIN INSERT (INLET PROTECTION) PER KCSWDM C.3.9.B. SEE DETAIL 2, SHEET CD501. OTEMPORARY OVERFLOW STORM PIPE WITH INLET PROTECTION, GRAVEL CHECK DAM PER KCSWDM C.3.13A OR SIMILAR. CONCRETE DRIVEWAY PER TUKWILA STD. PLAN RS -09 RETAIN EXISTING 10' WIDE TYPE II FRONT YARD O4 LANDSCAPING ALONG E MARGINAL WAY 5. PER MIC/L ZONING. SECTION A.A CURB DETAIL NOTES: 1. THIS ALTERNATE SHOULD BE USED ONLY AFTER STUDYING CLOSENESS OF DRIVEWAYS, DRAINAGE, TOPOGRAPHY, DRIVEWAY GRADES, RIGHT OF WAY, ETC. 2. DRIVEWAYS WITH HIGH VOLUME (AS NOTED BY CITY ENGINEER) MAY BE APPROVED FOR INTERSECTION TYPE ACCESS. 3. TURNING RESTRICTIONS MAY BE APPUED BY THE CITY ENGINEER. 4. CONCRETE SHALL BE CLASS 4000. 5. INSPECTION REQUIRED BEFORE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBLIC WORKS DEPARTMENT FOR INSPECTION. 6. ALL DRIVEWAY APRONS SHALL BE A MINIMUM OF 6' THICK. 7. WHERE DRIVEWAY WIDTHS EXCEED 1S, A3I8'X5.1R' EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE 8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWAIWSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. 9. AN ASPHALT APRON MAY BE USED IN AREAS WHERE NO CURB EXISTS. 10. REMOVAL OF EXISTING CONCRETE CURB, GUTTER OR SIDEWALK SHALL BE TO THE NEXT EXPANSION JOINT; SCORE JOINTS MUST BE SAW CUT AND REPLACED WITH AN EXPANSION JOINT. NOT MICA. City of Tukwila COMMERCIAL DRIVEWAY Wait RS -0S REVISION/I: 08.03 (u.rrE:moot 04.08 m*Pw4I BOB GIBERSON, CITY ENGINEER 1"=30' DRAWN: NSIW M/GW CHECKED BY TP PROJECTN0: CHECKED BY CONTRACT NO: RS -09 COMMERICAL DRIVEWAY DETAIL SCALE: NTS L41 King/���� King County Department of Transportation RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER FOR PERMITTING METRO TRANSIT DIVISION SOUTH INTERIM BASE BUILDING DEMOLITION PROJECT SITE TESC AND DEMOLITION GRADING AND PAVING PLAN 1 12400 EAST MARGINAL WAY S DATE: 08/17/2018 DRAWING03 C1.01 SHEET NO: OF 8 OF 18 LOT 27 / / / / / / / / ( di 11 Imo`:II r►-►�-+tee='_-�::�k ]9•LCPE- .L1 =,e1 s S 0 S -MI it L, ,ilra-i 6 s I e. �����i iii ��li uniummommumin ' 0 RI 26.9 FINISH 1100 EL -29.48 GRADE FOUNDATION 3 -FEET BELOW GRADE AT 3H:1V OFFICE B (TWO S D —I m WY ,D N} MAW, IV 31.K ATTACHED s,W+enW; TO ILDING RY) DONHSPWT JRBA\ RsW_-tls✓: WVN32SV •34F xiN KW, MATCH LINE - SEE SHEET C1.04 No. REVISION BY APPD DATE TETRA TECH www.tetlatech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 208-883-9300 Fax 206-883-9301 LEGEND CONSTRUCTION NOTES: TEMPORARY PAVING (2' HMA, 4' CSBC) CONCRETE PAVING EASEMENT — — — — CONSTRUCTION SITE LIMITS ❑p CATCH BASIN INSERT (INLET PROTECTION) O 0 15' 30' 60 DESIGNED: CP SCALE: 1' = 30' APPROVED: 1"=30' DRAWN: NSANM CHECKED BY CP PROJECT NO: CHEERED 00 CONTRACT 00: O CATCH BASIN INSERT (INLET PROTECTION) PER KCSWDM C.3.9.B. SEE DETAIL 2, SHEET CD501. O TEMPORARY OVERFLOW STORM PIPE WITH INLET PROTECTION, GRAVEL CHECK DAM PER KCSWDM C.3.13.A OR SIMILAR. • CONCRETE DRIVEWAY PER TUKWILA STD. PLAN RS -09 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION I King County Department of Transportation RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER FOR PERMITTING METRO TRANSIT DIVISION SOUTH INTERIM BASE BUILDING DEMOLITION PROJECT SITE TESC AND DEMOLITION GRADING AND PAVING PLAN 2 12400 EAST MARGINAL WAY S 08/17/2018 DRAINING NO. C1.02 SHEET NO: OF 9 OF 18 \ MATCH LINE - SEE SHEET C1.01 GRADE FOUNDATION 3 -FEET BELOW GRADE AT 3H:1V RASH hi. Et.29.54 $>w IDYN) CHAIN IJN5 9 D vAR No. REVISION BY APP'D DATE TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESIGNED: CP DRAWN: NS/WM CHECKED BY CP CHECKED BY A A LEGEND TEMPORARY PAVING (2" HMA, 4" CSBC) CONCRETE PAVING EASEMENT — — — — CONSTRUCTION SITE LIMITS ❑o CATCH BASIN INSERT (INLET PROTECTION) O 0 15' 30' 60' SCALE: 1" = 30' APPROVED: PROJECT NO: CONTRACT NO: 1"=30' 1:43,1 Wing County Department of Transportation CONSTRUCTION NOTES: 0 0 0 0 CATCH BASIN INSERT (INLET PROTECTION) PER KCSWDM C.3.9.B. SEE DETAIL 2, SHEET CD501. TEMPORARY OVERFLOW STORM PIPE WITH INLET PROTECTION, GRAVEL CHECK DAM PER KCSWDM C.3.13A OR SIMILAR. CONCRETE DRIVEWAY PER TUKWILA STD. PLAN RS -09 RETAIN EXISTING 10' WIDE TYPE II FRONT YARD LANDSCAPING ALONG E MARGINAL WAY S. PER MIC/L ZONING. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 23 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 21. 2018 PERMIT CENTER FOR PERMITTING METRO TRANSIT DIVISION SOUTH INTERIM BASE BUILDING DEMOLITION PROJECT 9 GRADING AND PAVING PLAN 3 12400 EAST MARGINAL WAY S OATS: 08/17/2018 DRAWING N0: C1.03 SHEET NO: OF 10 OF 18 MATCH LINE - SEE SHEET C1.02 606615 OLIT '11094 FLOOR 1U 20.52 lt 19.60 GRADE FOUNDATION 3 -FEET BELOW GRADE AT 3H:1V FINISH FLOOR x 8290'"} t SEE LANDSCAPE PLANS FOR RESTORATION 0 x z m m w \ LEGEND CONSTRUCTION NOTES: TEMPORARY PAVING (2° HMA, 4" CSBC) CONCRETE PAVING [ j EASEMENT — — — — CONSTRUCTION SITE LIMITS po CATCH BASIN INSERT (INLET PROTECTION) O O1 CATCH BASIN INSERT (INLET PROTECTION) PER KCSWDM C.3.9.B. SEE DETAIL 2, SHEET CD501. O TEMPORARY OVERFLOW STORM PIPE WITH INLET PROTECTION, GRAVEL CHECK DAM PER KCSWDM C.3.13.A OR SIMILAR. OCONCRETE DRIVEWAY PER TUKWILA STD. PLAN RS -09 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 3 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER N FOR PERMITTING 0 15' 30' 60' SCALE: 1 "= 30' No. REVISION BY APPD DATE TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax 206-883-9301 DESIGNED: CP APPROVED 1"=30' DRAWN: NS/WM DECKED BY CP PROJEC0NO: PECKED BY COMPACT N0 King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE BUILDING DEMOLITION PROJECT• SITE TESC AND DEMOLITION GRADING AND PAVING PLAN 4 12400 EAST MARGINAL WAY S DATE: 08/17/2018 DRAWING xD: C1.04 SKEET N0 OF 11 OF 18 40 35 m I D a 30 z I 25 1 1 20 1 0+00 EXISTING GRADE GRADE 3H:1V E. EL 27.23' (Li) NOLLVA313 40 35 30 25 20 1+00 IE. EL 26.78' I 1 i f 2+00 SIE. EL 27.57' i 1 1 f WEST TO EAST SECTION SCALE: 1" = 20' CD601, CD602 FUTURE GRADE SIE. EL 27.43' 1 I 1 i f 1 4 3+00 4+00 t EXISTING TYPE 1 CATCH BASIN RIM =27.67' IE. =25.37' + t r. t INSTALL 8' DIA. STORM DRAIN IE. 28.0' GRADE 3H:1V OVERFLOW EXISTING GRADE — MAINTAIN WIDTH TO PROTECT WATER MAIN AND ACCESS ROAD I T tr �' — - - - _-- -- + f / FUTURE GRADE J +INSTALL _r IE. EL 26.82' 1 CHECK DAM OR SIMILAR 1 1 -1 IE. EL 27.63' IE. EL 27.63' EXISTING WATER MAIN t T 7 1 1 1 I 1 I I 0+00 1+00 2+00 NORTH TO SOUTH SECTION SCALE: 1" = 20' CD602, CD604 3+00 40 35 30 25 20 3+75 30 + 25 20 5+00 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 3 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER FOR PERMITTING 0 10' 20' 40' SCALE: 1' = 20' No. REVISION BY APPD DATE TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax 206-883-9301 DESIGNED: CP APPROVED: 1"=30' DRAWN: NS/WM/GW CHECKED HY TP PROJECT NO CHEMED BY CONTRACT NO. King County Department of Transportation METRO TRANSIT DIVISION SOUTH INTERIM BASE BUILDING DEMOLITION PROJECT SITE TESC AND DEMOLITION GRADING PROFILES 12400 EAST MARGINAL WAY S DATE 08/17/2018 DRAWING NO C3.01 SHEET NO OF 12 OF 18 PLANTING SCHEDULE PLANTING NOTES SYM QTY SCIENTIFIC/COMMON NAME SIZE/REMARKS 1. INSTALL BIODEGRADABLE EROSION CONTROL BLANKET ON ALL SLOPES STEEPER THAN 2.5:1. INSTALL BLANKET PER WSDOT STD. PLAN 1-60.10-01. OFFSET FROM PAVING LOCATED AT TOE OF SLOPE. MULCH DEPTH; KEEP MULCH 0 TREES. 2. INSTALL COIR LOG PER WSDOT STD. PLAN 1-30.60-01. LOCATE COIR LOG WI 6" 3' BARK OR WOOD CHI' 2 Acer tardnatum/ 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED 3. INSTALL 1" DEPTH OF FINE COMPOST OVER PLANTING AREA AND PLANT PER LAYER AWAY FROM FOLIAGE VINE MAPLE SHRUB PLANTING ON A SLOPE DETAIL. 1" DEPTH FINE COMPOST, TYP I,� �` .\ 1 Pseudotsugaenaesiil 2 GAL CONT; FULL, WELL BRANCHED & WELL ROOTED PLANTING LEGEND :y,,!.. TOP OF ROOT CROWN TO BE FLUSH TO FINISH GRADE ► 4 LIGHTLY SCARIFY ROOTBALL TO �'�� LOOSEN ROOTS PRIOR TO PLANTING ,- ' DOUGLAS FINISH GRADE W1 EROSION , \N_•�� "•!!... CONTROL BLANKET PRIOR TO a DETAIL IDENTIFICATION I �''� . 1 PLACING MULCH, CUT&REMOVE i� I : Ili lea.,••••• • BLANKET AS REQUIRED TO ALLOW GROl1NnCOVERS `�' UNDISTURBED EX SOIL OR EX !P� ......... FOR SHRUB PLANTING SOIL COMPACTED TO 85% MAX -_R4 S:. f:'::`'.`:'�''_„ ••!4, PLANTING ?.b.4. •.!•'•!!o, ABBREVIATIONS DRY DENSITY; VERIFY - ,: .. + + 55 Symphoricarpos x chenaultii'Hancock'/ 1 GAL CONT @ 2' OC TRIANGULAR SPACING;—, ,— + + -IHANCOCK SNOWBERRY FULL, WELL BRANCHED POSITIVE DRAINAGE PRIOR TO — -- — - — & WELL ROOTED #MO NUMBER GAL GALLON CONSTRUCTION — — PERCENT MAX MAXIMUM & AND MIN MINIMUM -- BACKFILL WITH EX SOIL AND FINE COMPOST MIX, THOROUGHLY J-'/' ' 224 Symphoricarpos albus/ 1 GAL CONT @ 3' � TRIANGULAR SNOWBERRY FULL, WELL BRANCHED & RANDOMLY INTERMIX 48 Mahonia aquifolium) OREGON GRAPE SPACING; @ AT OC ON CENTER WATER SETTLE J WELL ROOTED; CENTER UNE PREP PREPARATION PLANTING HOLE TO BE 6' LARGER THAN DIA SLOPE SUBGRADE TO PROVIDE POSITIVE CLR CLEAR QTY QUANTITY OF ROOTBALL WATER DRAINAGE CONC CONCRETE SCH SCHEDULE CONT CONTAINER SF SQUARE FEET SECTION. P4 Amelanchieralnifolia/ V \ SERVICEBERRY DIA DIAMETER SPEC SPECIFICATION / DWGS DRAWINGS STD STANDARD EA EACH TYP TYPICAL Ank SHRUB PLANTING ON A SLOPE EQ EQUAL W/ WITH EX EXISTING 1117 BUILDING NATER —__J 11 [-CONNECTION POINT / FIN 3H FLCOR I� � f( 1I I n n I/ l' IiI �-19-= 1...=2� .�'.�, / / / / / / � REVIEWED FOR � 1CODE COMPLIANCE ,----_-_-77,-_- z.,-...„--_-„----------- + �1YA TER � EXISTING WALKWAY AND WOOD - -- .. .. _- - --. y� /yr f IF.O Y ED — DECKING TO BE REMOVED, SEE "- 0 `Nrl _:-L �� I I -- `_r L- - s EXISTING WALL TO REMAIN- AIN VT__ -W-- --- W- - W-- V--- 4,t-- - N- _C 1 —— DEMO PLANS --- >N- -- 44- - V� W--.--1-._ --.V� \ —,-11271;-- W Q _+ I �. B^ U M '% \ r ry- vu -V4 �_VM-__ - -T-- - . - 0 y -- w -'Ir - ----- - - - City oa f 6' CONC.'RETAINING balt 4. + + ++++ ++ ;�+ - _ - DIVISION ii __- __ _ _ ` - ,L P �r ia� x O NCRETE -- /�► REF TUKWILA I R _ T \ i WALLki� an r AUG 212o1a - \"4MITS OF PLANTING EQUALS LIMITS OF l' DISTURBANCE; ADJUST PLANTING LAYOUT AS PER CENTER REQUIRED TO MEET AND MATCH EX CONDITIONS PLANTING PLANR 6' 10' N- SCALE: 1" = 10' FOR PERMITTING ]EEaXER. Af ,E METRO TRANSIT DIVISION w,e. of w syr E'J,\ET 9. Goo JH/JV oarov2o16 lb . ItY TECH nn y DRPJ X SOUTH INTERIM BASE �y�11V� �.� � "� B B OK rall BUILDING DEMOLITION PROJECT -- / www.tetratech.com 1"\ F- 1 ' CHE,YCOV PROJECT XO. King County � � 1420 Fifth Avenue, Suite 600 ° LANDSCAPE ARCHITECTURE JH/JV Department of P LANDSCAPE PLAN L1.01 Nc. REVISION BY APPA DATE Seattle, Washington 98101 ae[ei scAp ,,S, Phone:206-883-9.30 Fax206-683-9301-.,ruscw'� x TTLE.WWESRAa_.w..F Xrn+m �$, er faw �NEa:.�:� COMRae„�o. Transportation P 12400 EAST MARGINAL WAYS F 130F10 REMOVE HAND -HOLE REMOVE ILLUMINATED SIGN X i TWO STORY W/ ROOF TOP PARKING) / ASPHALT 1/4 HP SUMP PUMP TO REMAIN r SITE LIGHTING TO BE g REMOVED (TYP)�M�, '1[7�///�/; LANDSkG \� 'l J77r777 77777, Ln STA. ILIZED CON TRUCTI' ENT R4NCE SOUTH 124TH ST CITY OF SEATTLE ASPHALT A/ (2) 4" C. W/ 4#400KCMIL AL EACH. REMOVE CONDUCTORS AND ABANDON CONCEALED PORTIONS OF RACEWAYS IN PLACE. ABANDON (E) PUMP IN VAULT. WIRE AND ANCHOR EASEMENT REC. #720726047 CITY OF TUKWILA TRAFFIC SIGNAL EASEMENT REC. # 20020430000 (ONE STORY) (AGM TION) REMOVE ALL ELECTRICAL ITEMS FROM EXISTING OFFICE BUILDING. (E) PUMP POWER TO BE DISCONNECTED FROM BUILDING. CONCRETE OFFICE BUILDING (Two STORY) SEATTLE CITY LIGHT TO REMOVE EQUIPMENT FROM THEIR TRANSFORMER VAULT. 2ND STORY 05I1DING UNE REMOVE CONCRETE VAULT. //////iii//i iii//iii f// CONCRETE VAULT TO REMAIN (SCL) SCL TO REMOVE PRIMARY CONDUCTORS. (2) 4"C. TO BE / ABANDONED REMOVE OLDCASTLE 577LA 7 CONCRETE VAULT. REMOVE CONCRETE VAULT. (7) 4" PVC 40 FOR FIBER, REMOVE FO CABLE AND ABANDON RACEWAYS IN-PLACE. CITY OF TUKWILA TRAFFIC FIBER OPTIC CABLE EASEMENT REC.#20001003000482 PERMIT SUBMITTAL 08/13/18 No. REVISION BY APP'D DATE .12b1H S TETRA TECH www.tetratech.com 1420 Fifth Avenue, Suite 600 Seattle, Washington 98101 Phone: 206-883-9300 Fax: 206-883-9301 DESK NED: JAR DRAWN KAF CHECKED BY JAR CHECKED BY APPROVED: PROJECT NO: CONTRACT Na. 1"=60' r z m L4.4 King County Department of Transportation SHEET NOTES: 1. REMOVE ALL SITE LIGHTING OUTSIDE OF THE CONCRETE PARKING GARAGE. REMOVE ALL ASSOCIATED CONDUCTORS, HAND -HOLES, VAULTS AND LIGHTING EQUIPMENT FOUNDATIONS. REMOVE EXPOSED PORTIONS OF RACEWAYS, CONCEALED RACEWAYS BELOW GRADE TO BE ABANDONED IN PLACE. 2. EXISTING PARKING GARAGE TO REMAIN. COORDINATE POWER FEED REMOVAL WITH TEMPORARY GARAGE SERVICE TO BE COMPLETED UNDER SEPARATE CONTRACT. REVIE . D FOR CODEC • PLIANCE APP""VED OCT 3 2318 City o TLkwila BUILDIN DIVISION RECEIVED CIOF TUKWI141 UG 21.2018 PERMIT CENTE F • R PERMITTING METRO TRANSIT DIVISION SOUTH INTERIM BASE BUILDING DEMOLITION PROJECT ELECTRICAL SITE UTILITIES DEMOLITION PLAN 12400 EAST MARGINAL WAY S DATE 08/17/2018 DRAWING NO. ED1.00 SHEET NO OF 140F18 VICINITY MAP SCALE: 1 INCH= 2000 FEET S. 124 1615 15 SITE INFORMATION: ADDRESS: 12400 E. MARGINAL WAY S., TUKWILA, WA 98168 KING COUNTY ASSESSOR'S PARCEL NO. 734060-0480. RECORD DESCRIPTION FROM ORDER NO.: NCS-786933-WAI, FIRST AMERICAN TITLE INSURANCE COMPANY, NATIONAL COMMERCIAL SERVICES, DATED AUGUST 16, 2016, AT 7:30 AM THAT PORTION OF TRACTS 21, 22, 31 AND 32 OF RIVERSIDE INTERURBAN TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 10 OF PLATS AT PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY N0. 1, FOSTER INTERCHANGE TO SOUTH 11871-1 STREET, AS CONDEMNED UNDER SUPERIOR COURT CAUSE NO. 646846, THAT BEARS SOUTH 04'33'59" EAST 165.03 FEET DISTANT FROM THE POINT OF CURVATURE OF THE WEST MARGIN, HIGHWAY ENGINEERS STATION 76+05.30, SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS DESCRIBED IN OPTION AGREEMENT RECORDED UNDER RECORDING NO. 7506090402; THENCE SOUTH 04'33'59" EAST ALONG SAID MARGIN 615.17 FEET TO A POINT LYING 110 FEET WESILRLY OF AND OPPOSITE ENGINEER'S STATION 68+25; THENCE SOUTH 5817'25" WEST 230.32 FEET; THENCE SOUTH 21'32'52" EAST 36.80 FEET TO THE SOUTH LINE OF TRACT 32 OF THE RIVERSIDE INTERURBAN TRACTS; THENCE NORTH 89'17'24" WEST 476.97 FEET ALONG THE SOUTH LINE OF TRACTS 31 AND 32 TO THE EASTERLY MARGIN OF EAST MARGINAL WAY AS ESTABLISHED BY WARRANTY DEED FOUND IN KING COUNTY RECORDS, KING COUNTY RECORDING N0. 7412090465; THENCE NORTH 18'38'24" WEST 12.65 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 12'54'24" WEST 443.48 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 10'07'24" WEST 333.78 FEET ALONG SAID EASTERLY MARGIN TO THE SOUTHWEST CORNER OF OPTION AGREEMENT RECORDED UNDER RECORDING NO. 7506090402; THENCE SOUTH 89'17'24" EAST PARALLEL WITH THE SOUTH UNE OF TRACTS 31 AND 32 OF RIVERSIDE INTERURBAN TRACTS A DISTANCE OF 774.30 FEET TO THE POINT OF BEGINNING. BASIS OF BEARING THE MONUMENTED CENTERLINE OF E MARGINAL WAY S 14111 DIE BEARING OF S 18'38'28"E BETWEEN FOUND STANDARD KING COUNTY MONUMENTS AS SHOWN. BEARING IS BASED ON NAD 83/91. CONTROL POINT COORDINATE SUMMARY /1000 N182558.504 E1281510.123 ELEV. 30.94 MICOS.P/L&EMARG.S. /1002 N182123.301 01281656.932 ELEV. 40.18 MICOS.126TH&EMARG.S. ALL MAP DIMENSIONS ARE SHOWN IN U.S. SURVEY FEET AND DECIMALS. 611' VFRTIIAl DATUM VERTICAL DATUM 15 NAVD88 BASED ON POINT 11000 ELEV. 30.94 FEET. EQUIPMENT AND PROCEDURES MOD OF SURVEY SURVEY PERFORMED BY FIELD TRAVERSE AND/OR OPS OBSERVATION. INSTRUMENTATION !DCA ICRP 1203 ROBOTIC TOTAL STATION & TRIMBLE R8-GNSS RECOVER UTILIZING A REAL TIME LINK TO THE WASHINGTON STATE REFERENCE NETWORK. A.L.T.A./N.S.P.S. LAND TITLE SURVEY GROUP HEALTH OPERATIONS CENTER, OWNER: BANK OF CHINA, NEW YORK BRANCH LOCATED WITHIN THE NE1/4,SW1/4, & SE1/4,SW 1/4, SECTION 10, T.23N., R.4E, W.M. TUKWILA, KING COUNTY, WASHINGTON SIGNIFICANT OBSERVATIONS 1Q. THERE IS A 6' HIGH CHAIN LINK FENCE TOPPED WITH BARBED WIRE RUNNING CONTINUOUSLY ALONG THE SOUTH PROPERTY LINE. PORTIONS OF THE FENCE UNE ENCROACH ON THE ADJACENT PROPERTY AS NOTED ON SHEET 2. THE EASTERLY PORTION OF THE FENCE HAS ANOTHER, OLDER FENCEUNE RUNNING PARALLEL TO IT ND ABOUT 1.0' TO THE NORTHWEST. (SEE DETAIL A, SHT. 2) AQ. THE TOP OF A 120 FOOT HIGH SLOPE LIES WITHIN THE FENCED PERIMETER ALONG THE SOUTH PROPERTY BOUNDARY AND IS LOCATED AN AVERAGE OF APPROXIMATELY 10' NORTH OF THE BOUNDARY. THE LAND SLOPES SUGHTLY TO THE SOUTH OR IS LEVEL TO THE SOUTH OF THE TOP OF SLOPE AND ON THE WESTERLY HALF OF THIS OUNDARY THE SLOPE IS DOWNWARD TO THE WEST. THERE IS A STEEP SLOPE AREA (APPROX. 2:1) BETWEEN THE RETAINING WALL AND THE FENCE ON THE SOUTH PROPERTY UNE IHAT INCLUDES APPROXIMATELY 2.25 ACRES. 4. THE SOUND TRANSIT EASEMENT FOR AN ELEVATED TRACK GUIDEWAY GRANTED BY RECORDING N0. 20041101000177 AND USTED IN TITLE REPORT EXCEPTION 11, AFFECTS THE ADJACENT KING COUNTY METRO TRANSIT PROPERTY TO THE NORTH OF THE SUBJECT SITE AND DOESN'T ENCUMBER THE SUBJECT SITE. TITLE REPORT SCHEDULE "B -II" ITEMS ITEMS CORRESPONDING TO SCHEDULE B -I1 0 CONDEMNATION IN KING COUNTY SUPERIOR COURT BY THE STATE OF WASHINGTON, OF RIGHTS OF ACCESS TO STATE HIGHWAY AND OF UGHT, VIEW AND AIR BY DECREE ENTERED APRIL 14, 1966, CAUSE NO. 646846. OEASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION:JULY 26, 1972, REC. NO. 7207260478. IN FAVOR OF: CITY OF SEATTLE FOR: GUY WIRES AND ANCHORS FOR UTILITIES 0 THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT BETWEEN GROUP HEALTH COOPERATIVE OF PUGET SOUND AND THE CITY OF TUKWILA RELATING TO PROPERTY OWNER'S ENCROACHMENT INTO CIN RIGHT OF WAY" RECORDED OCTOBER 3, 2000 AS RECORDING NO. 20001003000482 OF OFFICIAL RECORDS. OEASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: APRIL 30, 2002 AS RECORDING NO. 20020430000157 IN FAVOR OF: THE CIN OF TUKWILA FOR: TRAFFIC SIGNAL LOOPS, POLES, MAST ARMS AND CABINETS. 9. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: SEPTEMBER 17, 2004 AS RECORDING NO. 20040917001746 IN FAVOR OF: CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY FOR: LIGHT RAIL SYSTEM 10. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "SHARED ACCESS EASEMENT AND MAINTENANCE AGREEMENT" RECORDED SEPTEMBER 17, 2004 AS RECORDING N0. 20040917001748 OF OFFICIAL RECORDS. 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: NOVEMBER 1, 2004 AS RECORDING NO. 20041101000177 IN FAVOR OF: CENTRAL PUGET SOUND REGIONAL TRANSIT AUTHORITY FOR: UGHT RAIL SYSTEM (NOTE NOT PI OTTFD-DOESN'T AFFECT PROPERTY.) 11.Q1E: ITEMS 1 THROUGH 3, 6 AND 12 THROUGH 15 CONCERN PENDING GENERAL TAXES, CHARGES, DENS, ZONING RESTRICTIONS AT ANNEXATION IN 1980 AND TERMS AND CONDITIONS OF SUNDRY LEASE AND FINANCING DOCUMENTS. THESE ITEMS ARE NOT PLOTTABLE AND ARE THEREFORE NOT SHOWN ON THE SURVEY MAP. SURVEYOR'S CERTIFICATION To: KING COUNTY DEPARTMENT OF TRANSPORTATION AND FIRST AMERICAN TITLE INSURANCE COMPANY: THIS 15 TO CERTIFY THAT THIS MAP OR PLAT AND 771E SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND HSPS AND INCLUDES ITEMS 1, Z 4 4, 6B, 7A, 7(B)(1) 9, 11A, 16 AND 19 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON OCTOBER 25, 2016. REGISTERED SURVEYOR: JOHN M. LAURITZEN, DATE OF MAP PROFESSIONAL SURVEYOR REGISTRATION NO. 24288, STATE OF WASHINGTON SURVEY PREPARED BY: KING COUNTY 0.0.0 -ROAD SERVICES DIVISION, SURVEY UNIT. ADDRESS 155 MONROE AVENUE N$ BUILDING "0", RENTON, WA 98056. ZONING INFORMATION ZONING: MIC/L MANUFACTURING/NDUSIRIAL CENTER -LIGHT (TAKEN FROM CITY OF TUKWILA MUNICIPAL CODE VIEWED ON THE CITY CLERK WEBSITE ON OCTOBER 26, 2016) PERMITTED USES: MANUFACTURING, LIGHT INDUSTRIAL MIN. LOT AREA: NOT SPECIFIED MIN. FRONTAGE: NOT SPECIFIED MIN. LOT WIDTH: NOT SPECIFIED MAX. BLDG. COVERAGE: NOT SPECIFIED MAX. BLDG. HEIGHT: 4 STORIES OR 45 FEET MINIMUM SETBACKS: FRONT: 20 FEET SIDE: NONE EXCEPT IF ANY PORTION OF YARD IS WITHIN 50 FEET OF LDR, (SOUTH PROP. UNE ON THIS SITE) IST FLOOR -15 FT, 2ND FLOOR -20 FT, 3RD FLOOR -30 FT REAR: NONE PARKING REQUIRED OFFICE 3 PER 1,000 S.F. OF USABLE FLOOR AREA WAREHOUSING: 1 PER 2,000 S.F. OF USABLE FLOOR AREA MANUFACTURING: 1 PER 1,000 S.F. OF USABLE FLOOR AREA NOTES: ADMINISTRATIVE DESIGN REVIEW IS REQUIRED FOR ALL NEW OFFICE DEVELOPMENT AND OTHER NEW DEVELOPMENTS WITHIN 300 FEET OF RESIDENTIAL DISTRICTS. SURVEYOR'S NOTES: 0 UNDERGROUND UTIUTIES ARE SHOWN AS LOCATED AND PAINTED BY APPLIED PROFESSIONAL SERVICES, INC. OF ISSAQUAH, WASHINGTON AND SURVEYED IN THE FIELD. ADDITIONAL INFORMATION WAS PROVIDED BY AS -BUILT MAPS SUPPUED BY THE RESPECTIVE UTIUTY COMPANIES WITH FACIUTIES ON-SITE. WE CANNOT ASSUME RESPONSIBIUTY FOR THE ACCURACY OF THESE UTUTY MAPS. FOR THE FINAL DESIGN OF NEW IMPROVEMENTS CONTACT THE UTILITY OWNER. C2� THE ADJOINING PROPERTY OWNER TO THE NORTH IS KING COUNTY ETRO TRANSIT. THE ADJOINING PROPERTY TO THE SOUTH IS ZONED LOW DENSITY RESIDENTIAL AND IS OWNED BY PRIVATE OWNERS AS SHOWN ON THE MAP. A PORTION OF THE SOUTH BOUNDARY ABUTS S. 125TH STREET WHICH IS PLATTED AT 30 FEET WIDE AND WAS DEDICATED ENTIRELY OUT OF THE ADJOINING LOT; THEREFORE ANY FUTURE STREET VACATION WOULD NOT ATTACH TO THE SUBJECT PROPERTY. FLOOD ZONE: THIS AREA IS SHOWN ON NATIONAL FLOOD SURANCE RATE MAP, COMMUNITY PANEL 5303300960 F, AND IS SITUATE IN ZONE "X". THIS AREA HAS BEEN DETERMINED TO 8E UTSIDE OF THE 500 YEAR FLOOD PLAIN. 4 THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN THE ROCESS OF CONDUCTING THIS FIELDWORK. 5 THE SUBJECT PROPERTY HAS ACCESS TO THE PUBLIC ROAD YSTEM ON THE WEST BOUNDARY ABUTTING E. MARGINAL WAY 5. ACCESS TO SR 599 ON THE EAST IS RESTRICTED AS TO RIGHTS OF ACCESS, OF LIGHT, VIEW AND AIR BY DECREE ENTERED APRIL 14, 1966, KING COUNTY SUPERIOR COURT CAUSE NO. 646846 (EXC. 4). © THERE IS A 6" CONCRETE "TRELLIS" WALL 14.5' HIGH W1TH LARGE OPENINGS THAT IS OFFSET 4' FROM THE WEST WALL AND 17 FROM THE NORTH WALL OF THE 1 -STORY ADDITION TO THE OFFICE BUILDING AS SHOWN, THAT FORMS A SCREEN WALL FOR THE BUILDING. REFERENCE SURVEYS 1) PLAT OF RIVERSIDE INTERURBAN TRACTS V 10, PG. 74 2) RIVERSIDE INTERURBAN TRACTS, REPLAT OF TRACT 34, 1.15, PG. 49 3) SQUIRE'S REPLAT, PART OF TRACT 33 RIVERSIDE INTERURBAN, V20, P. 100, 4) RECORD OF SURVEY, NEC. N0. 7512150809, LS 15023 5) BOUNDARY UNE ADJUSTMENT, REC NO. 20070608900005, LS 29267 6) RECORD OF SURVEY, REC. Na 20020610900013, L5 17659 7) RECORD OF SURVEY, REC. N0. 200210149000011 LS 9158 B) WSOOT R/W PLANS FOR SR 599, FOSTER INTERCHANGE TO 500111 118TH ST. APPROVED SEPT 4, 1963 DRAWER 56, SEQUENCE 20. SITE AREA CALCULATIONS. TOTAL SITE AREA. 542,782 S.F. OR 12.461 AC. 14Ull(TING ARF(y2.(1ST FLOOR): PARKING GARAGE: 67,284 S.F. OFFICE BUILDING: 167,737 S.F. PARKING SPACE SUMMARY PARKING GARAGE' ¢Q1 SPACES- INCLUDING: 34 COMPACT SPACES OUTSIDE PARKING: 1,5_4 SPACES -INCLUDING: 30 DISABLED PERSON SPACES 17 VAN POOL SPACES SITE_ TOTAL 757 OVERALL SPACES *NOTE: TOTAL OF 30-35 BICYCLE SPACES IN PARKING GARAGE. FENCED ENCLOSURE INSIDE BUILDING PROVIDES SPACE FOR 25-30 BICYCLES. BICYCLE RACK PROVIDES 5 MORE SPACES. NO PAINTED MOTORCYCLE SPACES OBSERVED ON SITE. AS -SURVEYED DESCRIPTION THAT PORTION OF TRACTS 21, 22, 31 AND 32 OF RIVERSIDE INTERURBAN TRACTS, ACCORDING TO PLAT RECORDED IN VOLUME 10 OF PLATS AT PAGE 74, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, AS CONDEMNED UNDER SUPERIOR COURT CAUSE N0. 646846, THAT BEARS SOUTH 04'34'03" EAST 165.03 FEET DISTANT FROM THE POINT OF CURVATURE OF THE WEST MARGIN, HIGHWAY ENGINEERS STATION 76+05.30, SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS DESCRIBED IN OPTION AGREEMENT RECORDED UNDER RECORDING NO. 7506090402; THENCE SOUTH 04'34'03" EAST ALONG SAID MARGIN 615.17 FEET TO A POINT LYING 110 FEET WESTERLY OF AND OPPOSITE ENGINEER'S STATION 68+25; THENCE SOUTH 58'16'17" WEST 230.72 FEET TO A FOUND IRON ROD MONUMENT WITH PLASTIC CAP IMPRINTED LS 15023 AS SHOWN ON RECORD OF SURVEY FILED UNDER KING COUNTY RECORDING N0. 7512150809; THENCE SOUTH 18'17'26" EAST 36.84 FEET TO A FOUND IRON ROD MONUMENT WITH PLASTIC CAP IMPRINTED LS 15023 AT THE SOUTH LINE OF TRACT 32 OF THE RIVERSIDE INTERURBAN TRACTS AS SHOWN ON RECORD OF SURVEY FILED UNDER KING COUNTY RECORDING NO. 7512150809; THENCE NORTH 89'14'50" WEST 476.81 FEET ALONG THE SOUTH UNE OF TRACTS 31 AND 32 TO A FOUND IRON PIPE AT THE EASTERLY MARGIN OF EAST MARGINAL WAY AS SHOWN ON SAID RECORD OF SURVEY FILED UNDER KING COUNTY RECORDING NO. 7512150809 AND AS ESTABLISHED BY WARRANTY DEED FOUND IN KING COUNTY RECORDS, KING COUNTY RECORDING NO. 7412090465; THENCE NORTH 18'38'28" WEST 12.65 FEET ALONG SAID EASTERLY MARGIN TO A FOUND IRON PIPE AS SHOWN ON SAID RECORD OF SURVEY; THENCE NORTH 12'54'28" WEST 443.48 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 10'07'28" WEST 333.78 FEET ALONG SAID EASTERLY MARGIN TO A FOUND IRON ROD MONUMENT WITH PLASTIC CAP IMPRINTED LS 15023 AS SHOWN ON SAD RECORD OF SURVEY AND SET AT THE SOUTHWEST CORNER OF OPTION AGREEMENT RECORDED UNDER RECORDING NO. 7506090402; THENCE SOUTH 89'17'28" EAST PARALLEL WITH THE SOUTH UNE OF TRACTS 31 AND 32 OF RIVERSIDE INTERURBAN TRACTS A DISTANCE OF 774.30 FEET TO THE POINT OF BEGINNING. LEGEND 1+11 SECTION CORNER (FOUND) SECTION CORNER (CALC) 080< SEC. 1/4 CORNER (CALL) O FOUND 1/2" IRON PIPE O FOUND 1/2" REBAR & CAP LS 15023 OR AS NOTED. ® FOUND 3" BC IN CASE ® CALCULATED CENTERLINE MONUMENT (C) CALCULATED (M) MEASURED (D) DEED (R1) REFERENCE SURREY (TVP) OTITLE REPORT EXCEPTION, Q SIGNIFICANT OBSERVATIONS OSURVEYOR'S NOTES D.L.V. DATE LAST VISITED APN734060-0480 KC ASSESSOR'S PARCEL NO. REVIEWED FOR CODE COMPLIANCE APPROVED OCT23 20 W�n� 3 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER ALTA/NSPS • LAND TITLE SURVEY 12400 E. MARGINAL WAY. S. KC METRO TRANSIT H sEcnom 1011.411 RP. SW 10 23 4 W.M. &MT P0: Pim PP aaoun CHAD SIMEONA R. CLARK J. EVANS Owxx 1027604 smlE. �w ThhO O 10-20-16 10-25-16 °'''E 01� 11-10-16 DATE REVISION osc 16070 "LS KING COUNTY ASSESSOR'S RECORDS, DATA BASE `POPE''' NOP: AND RECORDS OF SURVEY. J. LAURITZEN i611: 8001 FILE SCALE: ROAD SERVICES DIVISION, SURVEY & MAPPING 8Y KING COUNTY DEPT. OF TRANSPORTATION TEL 296-6508 FAX 296-7719 SEPT POT 1 OF 4 9190 CJUNIY 5VRWY DMTABASE NO. 3427 B1XYL LUNG MO. W/ 31111455 D'9C O.LV. (10/16) cn 0 U N 4 3 9 10 N 7 M 9' z 9 10 GORIER OF 4' CLF, 1.1' NW OF PROPERTY CORNER. 1090 COWRY 5URWY 61TABASE NO. 3559, 4'24' CONC. MON W/ 2' BRASS 0150 M CASE 0 0/1 MIX 0F E MARGM41 941 S & S 11210 5T., DJ -V. (10/18) N8918'33'E - 571.36' (M) NW CF PROPERTY UNE. I 42 42' ZI oIw *1 �J 7. N 30 -37 z r` v in C4 A.L.T.A./N.S.P.S. LAND TITLE SURVEY GROUP HEALTH OPERATIONS CENTER, OWNER: BANK OF CHINA, NEW YORK BRANCH LOCATED WITHIN THE NE1/4,SW1/4, & SE1/4,SW 1/4, SECTION 10, T.23N., R.4E, W.M. TUKWILA, KING COUNTY, WASHINGTON LOT 22 STAIRS 0891724'E (0)&(14) 58917'28"E (M) RIVERSIDE K.C. APN 734060-0421 )LOT 21 STAIRS 1 5' CORNER OF 8' GF S 4.7 S OF PROPERTY BOUNDARY ® 11 0 SOUND 1RANSR 'GUIDEWAY 61974941' REC%2004I101000177 774.30'(0414) 774.30'(59) 785PC SR 59999 LEMME 110' - - CALCULADO FROM (R4) CORNER OF -n m of IS6' CLF AT 5. 5 POND <3 <4 IS R R1 STORM ' ND 1, T. PROPERTY CORNER u - POINT OF m o BEGINNING 'f I MAI DFSCRIPTION 1 9 A o" W ri ni o 42' 41X460 E14P7Y CASE 0.1.V. (10/16) SOUTH 124TH ST DETAIL A SCALE 1'=30' ENO OF 4' CLF. 1.2' 5.16 OF SOUND TRANSIT STORM PON0 EASEMENT & 1.6' NW OF PROPERTY UNE. END OF 6' CLF, 1.7' S.W. CF SOUND TRANSIT STORM POND EASEMENT & 0.8' NW OF PROPERTY UNE. 4' CIF, 1.6' NW OF PROPERTY UNE 8' CLF, W/ BARBED WIRE TCP. 0.7 NW CF PROPERTY UNE CORNER OF 6' CLF, W/ BARBED WIRE TOP, 0.3' NW & 0.7 NE OF PROPERTY CORNER. RUNS SAY. PARALLEL 14111 AND 0.3' E OF PROPERTY UNE L' CIF ENDS ON PROPERTY UNE. 5' NW OF PROPERTY CORNER. STOR4 POND EASE (ONE STORY) (ADDITION) 200 STORY BUILDING UNE 6' CIF, W/ BARBED 'MRE 10P, 0.3' NW OF PROPERTY UNE 8' CIF 15 0.2' W. OF PROPERTY BOUNDARY N8916'27'W (C) CORNER OF 6' CLF. W/ BARBED YBRE TOP, 0.9' S & 0.6' E OF PROPERTY CORNER. 0(1 OF MEW :i0ER OM CAME EASE 800j20101052000402 1614.35'(C) 000 ''50 30 Iw o.m 81 S89'14'S0'E (M) 58917'24'E (58994) 6' CHAIN UNK FENCE ON PROPERTY BOUNDARY 6' CHAIN UNK FENCE CORNER. 6.0.378.. 1.9' OF PROPERTY CORNER 6' CHAIN UNK FENCE 0.4 S OF PROPERTY BOUNDARY 6' CHAIN UNK FENCE 0.7' S OF PROPERTY BOUNDARY APN 734060-0540 BLOCK 1 REPLAT OF RIVERSIDE URBAN TRACTS V. 15, P.49 `33B. SOUTH 126TH ST 81002 APN 734060-0485 SQUIRES REPLAT V. 20, P.100 953. i 0,05 K.C. APN 734060- N1817'26'W 36.84'W(M) N18109'20'W 38.80'(14) 6' CHAIN UNN FENCE CORNER S 0.9'/E0.6' OF PROPERTY CORNER 5 I I I I 50U114 END 1K SOUND TRANST 'GUIDEWAY EASEMENY 8' CHAIN UNK FENCE 0.2' W. OF PROPERTY BOUNDARY SEAT O j 51599 =callow*504171E SCG NO. 846848 Z rn m ' T w;� U � m P 6t1� FO LIA PROSE GLLCIXAIED ARON (R4) 110' 0 T23 2313 City of Tukwila BUILDING DIVISION LEGEND ▪ SECRON CORNER (FOUND) • SECTION CORNER (CALL) �Od SEC. 1/4 CORNER (CALC) O FOUND 1/2' IRON PIPE O FOUND 1/2' REBAR & CAP LS 15023 IS FOUND 3' BC IN CASE CALCULATED CENTERIJNE MONUMENT (C) CALCULATED (M) MEASURED (0) DEED (R1) REFERENCE SURVEY (TIP) O TITLE REPORT EXCEPTION, Q SIGNIFICANT OBSERVATIONS O SURVEYOR'S NOTES D.L.V. DATE LAST VISITED APN734060-0480 KC ASSESSOR'S PARCEL NO. CLF (CHAIN LINK FENCE) - - - - - EASEMENT LINE (TYP.) i�������� BUILDING WALL LINE (TIP.) BOUNDARY LINE ROAD CENTERLINE (TYP.) LOT LINE (TYP) 100 50' CONTOUR LINE 10' CONTOUR LINE DISABLED PARKING SPACE PARKING SPACES (TYP.) RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER MERIDIAN WASHINGTON STATE LAMBERT GRID NORTH ZONE NAD 83/91 VERTICAL DATUM NAVD 88 50 25 0 50 100 GRAPHIC SCALE IN FEET CONTOUR INTERVAL = 10' 3 ALTA/NSPS LAND TITLE SURVEY 12400 E. MARGINAL WAY. S. Plie.APIED rat KC METRO TRANSIT SURVEY PC: CHAD SIMEONA PLOT R. CLARK MEOW)J. EVANS wR+0 08r 0-20-16 6.81 000 10-25-16 °"E o'm®: 11-10-16 w PANSE SW 10 23 4 W.M. c 60. 1027604 7%070 ax 16070 FILE DATE REVISION 6�R`Ts. KING COUNTY ASSESSOR'S RECORDS, DATA BASE AND RECORDS OF SURVEY. NO., WM sour. J. LAURITZEN 1"=50' ROAD SERVICES DIVISION, BY KING COUNTY DEPT. OF TRANSPORTATION SURVEY & MAPPING TEL 296-6508 FAX 296-7719 SIEET xa.: 2 OF 4 LOT 22 SW 1/4 SEC. 10, T. 23 N., R. 4 E.,i W.M. LOT 21 LEGEND — — X — — X — CLF (CHAIN UNK FENCE) EASEMENT UNE (TYP.) BUILDING WALL UNE (TIP.) RIVERSIDE CONCRETE PARKING GARAGE (TWO STORY W/ ROOF TOP PARKING) ROAD CENTERLINE (TYP.) LOT LINE (TYP.) BOUNDARY UNE = RETAINING WALL 28 1' CONTOUR UN£(TYP.) 100 10' CONTOUR UNE (DTttr SLOPE) — — PAINT UNE (PARKING) DISABLED PARKING SPACE SIDEWALK (CONCRETE) — — — — TOP OF CURB (CONCRETE) POLE SIGNAL LUMINAIRE AREA UGIT YARD UGIT LUMINAIRE LOT 22 LOT 21 CONCRETE OFFICE BUILDING (TWO ST RY) INTERURBAN REVIEWED FOR CODE COMPLIANCE APPROVED LOT 31 OCT 2 3 2!113 2ND STORY BUILDING UNE City of Tukwila BUILDING DIVISION FITIT LOT 32 MERIDIAN WASHINGTON STATE LAMBERT GRID NORTH ZONE NAD 83/91 VERTICAL DATUM NAND 88 40 20 10 0 �o GRAPHIC SCALE IN FEET CONTOUR INTERNAL = 1' RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER TOPOGRAPHICAL SURVEY SHEET ALTA/NSPS LAND TITLE SURVEY 12400 E. MARGINAL WAY S. PREPARED FO u CPQSIMEONA 0-31-16 RE NC UPDATED PER FE1D INSPECTION 4/3/2018 REVISION METRO TRANSIT DIVISION. KCDOT CHECKED BY. J.EVANS CXEc,.co: 11-10-16 KING COUNTY ASSESSOR'S RECORDS. DATA BASE AND RECORDS OF SURVEY. • V. SW ;v0'. 23 sH.r CHARGE NO. 1027604 SC SERI 16070 4 W.M 'ET9070 PROJECI MGR .1. LAURITZEN ROAD SERVICES DIVISION, SURVEY & MAPPING KING COUNTY DEPT. OF TRANSPORTATION TEL 296-6506 FAX 296-7719 FILE RIVERSIDE CONCRETE PARKING GARAGE (TWO STORY W/ ROOF TOP PARKING) BUILDING MITER BUILDING POWER CONNECTION POM POINT LOT 22 ao MERIDIAN WASHINGTON STATE LAMBERT GRID NORTH ZONE NAD 83/91 VERTICAL DATUM NAW 88 20 10 0 40 80 GRAPHIC SCALE IN FEET CONTOUR INTERNAL - 1' (ONE STORY) (ADDITION) LOT 31 LOT 21 CONCRETE OFFICE BUILDING (TWO ST RY) INTERURBAN SOIMD TRANSIT ACCESS EASE111EVT REC./20040917001748 GIY OF nimbi FIBER OPTIC CABLE EASE REC./20001003000482 TRACTS LOT 32 Fol EVIEWED FO DE COMPLIAN APPROVED OCT2313 ity of Tukwila DING DIVISION LEGEND — — X — — X — CLF (CHAIN LINK FENCE) EASEMENT UNE (TYP.) / BUILDING WALL UNE (TYP.) 4 .&, IUVTI 0 SS \\Jl ■ MW O ROAD CENTERLINE (TIP.) LOT LINE (TVP.) BOUNDARY LINE WAIERUNE (PAINTSTRIPE) WATER VALVE FIRE HYDRANT WATER DETECTOR CHECK VALVE WATER METER POWER (PAINTSTRIPE) UNDERGROUND POWER VAULT AREA LIGHT YARD LIGHT POWER BOX POWER POLE W/LUMINAIRE POWER ME7ER POWER POLE GOY WIRE ANCHOR POLE SIGNAL SIGNAL CONTROL BOX TELEPHONE (PAINTS7RIPE) TELEPHONE MANHOLE FIBER OPTIC UNDERGROUND TELEPHONE VAULT TELEPHONE CABINET GAS (PAINTSTRIPE) SANITARY SEWER (PAINTSTRIPE) SANITARY SEWER MANHOLE STORM DRAIN PIPE (PAINTS7RIPE) CATCH BASIN GRATE TYPE 2 CATCH BASIN 48' DIAM. SOLID CATCH BASIN UD TYPE 1 CATCH BASIN DRAINAGE MANHOLE LID SIDEWALK. CONCRETE TOP OF CURB (CONCRETE) = RETAINING WALL MONITORING NEI RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER VEY SHEET Tli ALTA/NSPS LAND TITLE SURVEY 12400 E. MARGINAL WAY S. PREPARED EDI: METRO TRANSIT DMSION, KCDOT sWP MACE SW 10 23 4 W.M. C.�SIMEONA wx.er x"10-31-16 rmr BY: R. CLARK PLOt aa: 11-3-16OWE OWCIWO. [NECKED J.EVANS 11-10-16 4/23/2018 UPDATED PER EBRD MS'6CTILW 4/3/2018 KING COUNTY ASSESSOR'S RECORDS, DATA BASE AND RECORDS OF SURVEY. CAN. HO. 1027604 MC SERIES 16070 PROSECY J. LAURTZEN ma ,m Thom EEO ew.: FILE DATE REVISION ROAD SERVICES DIVISION, SURVEY & MAPPING KING COUNTY DEPT. OF TRANSPORTATION TEL 296-6508 FAX 296-7719 4 OF 4 L — LOT 21 RIVERSIDE CONCRETE PARKING GARAGE (TWO STORY IN/ ROOF TOP PARKING) BUILDING WATER BUILDING POWER CONNECTION CONNECTION POINT POINT s„J (I SOUTRANS? GUIDENDWAY EASEMENY. (1 ( REC./20040917001746 II I OF AA TPAFFI7C SIGNAL FRSE to ,+ REC./20020430000 BUILDING WATER CONNECTION POINT LOT 22 LOT 21 5 124TH ST ._' CITY OF SEATTLE / WIRE Qr ANCHORFAS£. REC. N0. 7207260478 7 (ONE STORY) 21.2 (ADDITION) CONCRETE OFFICE BUILDING (TWO STORY) INTERURBAN LOT 31 2ND STORY BUILDING UNE BUILDING WATER CONNECTION POINT BUILDING FIBER OPAL AND COMM CONNECTION POINT wvantt,] f\ \CI W --W— W --W-- L. MERIDIAN WASHINGTON STATE LAMBERT GRID NORTH ZONE NAD 83/91 VERTICAL DATUM NAVD 88 40 20 10 0 40 i1 //% // 7 LOT 32 SOUND TRANS? PERMANENT EASE. /20040917001746 (STORM POND) LEGEND — — X-- - X — CLF (CHAIN LINK FT EA:EMENT LINE (TYP.) ///////// /i BUI.DIYJG WILL LINE (1YP.) ROAD CENTERLINE (TYT'.) — LOT LINE (rYP.) 0011),D/R( 1..INY --W--W— WA rrRI INr (P AIN TS TRIPE) x —P--P— OwI 0 4- 15/) WAIER VALVE: FIRE HYDRANT WA TER DETECTOR CHECK VALVE WATER METER POWER (PAI;V7737RIPE) UND[:RCROI IND PO N/f:R SAUL.T AREA LICHT YARD LICH r POWER BOX POWER P015 W/LIJMINAIRI POWER METER POWRI? POLE GUY WIRE ANCHOR POLE SIGrNAI. SIGNAL CONTROL 130X — — T— — T— TELEPHONE (PAIN ISTRIPE) 7ELF:r'HONE MANHOLE FIBER OPTIC UNDERCROI)ND EI ITPHONF VAN; r EU VT TLLEPI IONF_ CABIN5l --Gr-- G— GAS (PAIN TS TRIPE) SS REVIEWED FOR CODE COMPLIANCE APPROID OCT 2'3 i 14 TRACTS City of Tukvjrila BUILDING DIVISION GRAPHIC SCALE IN FEET CONTOUR INTERVAL = 1' 80 / SOUND TRANSIT ACCESS EASEMENT REC./20040917001748 CITY OF TUKWILA FIBER OPTIC CABLE EASE REC./20001003000482 X DATE REVISION TET) ,,ANI TARP SEWER (PAINTSYRIPF) `LANITARY SEWER MANHOLE STORM DRAIN I''7PL (1,AIN IS 111715) CATCH BASIN CHA7E TYPE 2 CATCH BASIN 4R" (NAM SOLID CATCH BASIN LID TYPE 7 CATCH BASIN DRAINAGE MANHOLE I/O_ — -- — SIDEWALK, CONCRE IL — = TOP OF CURT? (CONCRrTT ) RETAINING WALL 77705I rORING WELL RECEIVED CITY OF. TUKWILA AUG 21 2018 PERMIT CENTER UTILITY SURVEY SHEET ALTA/NSPS LAND TITLE SURVEY 12400 E. MARGINAL WAY S. METRO TRANSR DIVISION, KCDOT ,µ MM SW 10 23 4 PLO C. SIMEONA R. CLARK wccsm 6 J.EVANS 1027604 swmv wre10-31-16 r�or wre 11-3-16 n,>E aaRm 11-10-16 DISC 16070 1%070 FILE rmcev.crs: KING COUNTY ASSESSORS RECORDS, DATA BASE . AND RECORDS OF SURVEY. J. LAURITZEN RAD SERVICES DVSION, S:JRVEY & MAPOING KING COUNTY DEPT. OF TRANSPORTATION TEL 296-6508 FAX 296-7719 1.=4. 4 of 4 r L . , DRAFT - Preliminary Hazardous Materials Survey Report Former Group Health Building 12400 East Marginal Way South Tukwila, Washington Prepared for: Gary Kriedt Senior Environmental Planner King County Metro Transit 201 South Jackson Street, M.S. KSC-TR-0431 Seattle, WA Lisa Gilbert Parametrix Inc. 411 108th Avenue NE Bellevue, WA August 16, 2018 PBS Project No. 41241.0 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 3 2018 City of Tukwila BUILDING DIVISION 0zs8 RECEIVED CITY OF TUKWILA AUG 21 2018 PERMIT CENTER PBS 2517 EASTLAKE AVENUE EAST SUITE 100 SEATTLE, WA 98102 206.233.9639 MAIN 866.727.0140 FAX PBSUSA.COM DRAFT Hazardous Materials Summary Report Former Group Health Building Parametrix/King County Transit Division Tukwila, Washington TABLE OF CONTENTS 1 INTRODUCTION 1.1 Project Background 1.2 Building Descriptions 1.3 Survey Process 1 1 1 1 2 2 2 2 2 3 3 2 FINDINGS 2.1 Asbestos -Containing Materials (ACMs) 2.2 Lead -Containing Components 3 RECOMMENDATIONS 3.1 Asbestos -Containing Materials (ACMs) 3.2 Lead -Containing Components 3.3 Survey Limitations APPENDICES APPENDIX A: PLM Bulk Sampling Information PLM Bulk Sample Inventory PLM Bulk Sample Laboratory Data Sheets PLM Bulk Sample Chain of Custody Documentation APPENDIX B: AA Lead Paint Chip Sampling Information AA Lead Paint Chip Sample Inventory AA Lead Paint Chip Laboratory Data Sheets AA Lead Paint Chip Chain of Custody Documentation APPENDIX C: Certifications G." °I a I vTia 2018 PBS Engineering and EnviPonrental Inch' rzfk, !� Y PBS ; August 13, 2018 PBS Project No. 41241.014 DRAFT - Hazardous Materials Summary Report Former Group Health Building Parametrix/King County Transit Division Tukwila, Washington 1 INTRODUCTION 1.1 Project Background PBS Engineering and Environmental, Inc. (PBS) performed a hazardous materials survey of the former Group Health Building in Tukwila, Washington in conjunction with the planned demolition of the structure. The intent of this report is to provide preliminary information on the disposition of hazardous materials in the building for permit requests. Materials to be impacted by the project were sampled for the presence of asbestos - containing materials (ACMs) as well as other regulated materials. The intent of this letter is to ensure compliance with the Washington State Department of Labor and Industries and Puget Sound Clean Air Agency requirements that a "good faith" inspection for asbestos -containing materials be performed prior to construction or demolition activities. At the request of Parametrix and King County Metro, all accessible areas associated with the project were inspected for the presence of asbestos -containing materials (ACMs), lead -containing paint (LCP), PCB - containing components, and Silica- and Mercury -containing components. Information on ACMs and LCP are only included in this preliminary draft. Information on PCBs, Silica and Mercury -containing components will be provided in the final report. 1.2 Building Descriptions The building is a two-story structure, reportedly constructed in 1980, that was formerly occupied by Group Health Corporative as a medical administrative office use, medical/pharmaceutical lab and warehouse facility. Thebuilding is a slab -on -grade structure with a tilt -up concrete masonry assembly exterior. Interior finishes include concrete masonry unit perimeter walls and gypsum wallboard interior walls. Floors consist of various styles and patterns of vinyl floor tiles, carpet, and a suspended computer/data flooring system with 2' x 2' floor panels. Ceilings are either 2' x 4' suspended ceiling tiles or gypsum wallboard or open to the deck (warehouse/shipping areas). Most of the roof consists of a vinyl/rubber membrane over built-up asphaltic roofing materials. 1.3 Survey Process Accessible areas included in the project scope were inspected by AHERA Certified Building Inspectors Martin Estira (Cert. No. 164658 Exp. 12/6/2018) and Justin Day (Cert. No. IN -18-6181B Exp. 4/25/2019) from August 8 to August 10, 2018. PBS endeavored to inspect all accessible areas of the scope of work. Inaccessible areas consist of those requiring selective demolition, fall protection, or confined space entry protocols in order to gain access. When observed, suspect materials were sampled. All samples were assigned a unique identification number and transmitted for analysis to Seattle Asbestos Test (NVLAP #201057-0) under chain -of -custody protocols. Samples were analyzed according to EPA Method 600R-93/116 using Polarized Light Microscopy (PLM), which has a reliable limit of quantification of 1% asbestos by volume. PBS endeavored to determine the presence and estimate the condition of suspect materials in all inaccessible areas included in the scope of work. While PBS has endeavored to identify the ACM that may be found in concealed locations, additional unidentified ACM may exist. PBS August 13, 2018 1 PBS Project No. 41241.014 DRAFT - Hazardous Materials Summary Report Former Group Health Building Parametrix/King County Transit Division Tukwila, Washington 2 SUMMARY FINDINGS 2.1 Asbestos -Containing Materials (ACMs) Federal and state regulations define asbestos -containing material as any material that contains greater than 1% asbestos. The following materials were determined to contain greater than 1% asbestos (using PLM lab analysis) as part of this investigations: • ACM black floor mastic — 1st Floor (B126, south area of Central South office space, NW area of SE office space, and NE office space) and 2nd Floor (SE area of D234 office space, B230 Electrical Room, Central bathroom lobbies, and central Janitor's closet.) — approx. 22,500 SF; • ACM gray mastic associated with 6" ceramic floor tiles and curbing, Cafeteria — approx. 8,500 SF; • ACM black sink undercoat, throughout facility — approx. 15 EA. • Assumed ACM — potential asbestos -containing cement pipes below -grade as waste pipes and conduits (assumed 300 LF). For a complete listing of representative bulk sampling, non-ACMs, ACMs and associated laboratory analysis, refer to the Attachments. 2.2 Lead -Containing Components Fifteen (15) representative painted coatings were sampled for lead content. The sample was assigned a unique identification number and transmitted to NVL Laboratories, Inc. (AIHA IH #101861) in Seattle, Washington under chain -of -custody protocols for analysis using Flame Atomic Absorption. No detectible lead was identified in the samples collected which generally includes exterior and interior painted surfaces such as concrete walls, wallboard walls, beams, HVAC equipment, tanks and wood decks and railings. See attachments for location and result of paint sample. 3 RECOMMENDATIONS 3.1 Asbestos -Containing Materials (ACMs) PBS recommends that all exposed and concealed ACM to be impacted by the demolition be removed prior to construction activities. A qualified Washington State licensed asbestos abatement contractor should be employed to remove all such ACM according to applicable local, state and federal regulations. Asbestos -containing joint compound associated with non -asbestos gypsum wallboard (GWB) assemblies (If Present). Gypsum wallboard systems containing less than 1% asbestos as a composite analysis requires personnel impacting the material to adhere to regulatory requirements outlined in WAC 296-62-17712(2) and training as outlined in WAC 296-62-07722(5) and WAC 296-62-0728. Refer to WISHA Regional Directive 23.30 for additional information. The possibility exists that suspect ACM may be present in equipment, wall and ceiling cavities, and in select areas included in the scope of renovations. These may include, but are not limited to waterproofing membrane, internal gaskets, caulking and sealants of HVAC equipment and construction adhesives and wall Ow - PBS August 13, 2018 2 PBS Project No. 41241.014 DRAFT - Hazardous Materials Summary Report Former Group Health Building Parametrix/King County Transit Division Tukwila, Washington mastics. In the event that suspect ACM is uncovered during construction, contractors should stop work immediately and inform the owner promptly for confirmation testing. All untested materials should be presumed asbestos -containing or tested for asbestos content prior to impact. While not observed, additional suspect -ACM may be present in concealed spaces, which are discussed above. Caution should be exercised during selective demolition to prevent impact of suspect-ACMs. All suspect ACMs should be presumed asbestos -containing until properly sampled and analyzed. 3.2 Lead -Containing Components No detectible lead was identified in representative painted coatings sampled as part of this investigation. Concealed painted coatings may exist in inaccessible areas or in secondary coatings on building components. These may consist of standard interior paint on walls, floors and ceilings, in wall and ceiling cavities, or coatings on concrete decking or piping. Any previously unidentified painted coatings should be considered lead containing until sampled and proven otherwise. Impact of painted surfaces with detectable concentrations of metals in building materials and products requires construction activities to be performed according to Washington Labor and Industries regulations for Metals in Construction (WAC 296-155-176). Workers impacting LCP and LCM and regulated metals should be Lead trained, provided the personal protective equipment and use proper work methods and engineering controls to limit occupational and environmental exposure to lead until an initial exposure assessment has been conducted. 3.3 Survey Limitations Suspect materials (regulated lead -containing paint or asbestos) may exist in inaccessible areas at the project site, such as in ceiling/wall cavities and in interstitial spaces. PBS endeavors to determine the presence and estimate the condition of suspect materials in all accessible areas included in the scope of work. In the event suspect materials are uncovered during construction, contractor should contact immediately the owner and PBS for associated asbestos or other regulated hazardous materials confirmation testing. Report prepared by: Report reviewed by: Digitally signed > r by Willem Mager �% Date: 2018.08.16 15:05:33 -07'00' Martin Estira Willem Mager AHERA Building Inspector Sr. Project Manager Cert. # 165223, expiration 1/24/2019 AHERA Building Inspector Cert. #165414, 2/7/2019 PBS August 13, 2018 3 PBS Project No. 41241.014 APPENDIX A PLM Bulk Sampling Information PLM Bulk Sample Inventory PLM Bulk Sample Laboratory Data Sheets PLM Bulk Sample Chain of Custody Documentation Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Sample # Material Type 41241.014 -001 2' X 2' Laminate Glue 41241.014 -002 2' X 2' Laminate Glue 41241.014 -003 Hard mudded fitting 41241.014 -004 Hard mudded fitting 41241.014 -005 Hard mudded fitting 41241.014 -006 Fiber glass with foil 41241.014 -007 Fiberglass with foil 41241.014 -008 Fiberglass with foil 41241.014 -009 12° grid pattern glued -on ceiling tile Mastic 41241.014 -010 2°X4° fissure, pinhole Suspended ceiling tile 41241.014 -011 Countertop laminate Glue 41241.014 -012 Baseboard laminate Glue August 16, 2018 Sample Location Lab Description PBS Engineering and Environmental Inc PBS Project #41241.014 SW Bathroom lobby hall on suspended floor Layer 1: Green clear adhesive Layer 2: White/brown hard material Layer 3: Brown mastic Far west lab area center of room on suspended floor Above suspended ceiling print and mail room, NE area Above suspended ceiling print and mail room, center Above suspended ceiling print and mail room, SW area Janitor closet #1 pipe insulation Exterior of battery room east wall insulation Generator room NW comer pipe insulation 1st floor lobby Far west lab area, center of room Center south server room Hallway outside F121 Electrical room NAD - No Asbestos Detected Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Sample # Material Type 41241.014 -013 Wall panel Yellow mastic 41241.014 -014 Wall panel mastic with paint 41241.014 -015 Floor caulking 41241.014 -016 Brown duct sealant 41241.014 -017 Black asphaltic pipe coating 41241.014 -018 Black asphaltic pipe coating 41241.014 -019 Black mastic 41241.014 -020 Black mastic 41241.014 -021 41241.014 -022 41241.014 -023 41241.014 -024 41241.014 -025 Orange peel wall texture Orange peel wall texture Orange peel wall texture Orange peel wall texture Gypsum wallboard Joint compound 41241.014 -026 Gypsum wallboard Joint compound Sample Location 1st floor janitor closet #1 SW hallway near exit 1st floor south bathroom, SW comer Above ceiling near ceiling hatch -lstr FI Vertical pipe in SW loading dock Harz.. pipe SW bathroom lobby under suspended floor Under suspended floor support, 1st FI center south server room Under suspended floor support, large lab just west of command center East men's restroom entrance Southwest women's restroom Hallway wall outside generator room Far west lab room west wall SE warehouse room Center / South server room August 16, 2018 NAD - No Asbestos Detected Layer 1: White/brown hard material Layer 2: Brown mastic Layer 1: Gray fibrous/powdery material with woven fibers Layer 1: Gray fibrous/powdery material with woven fibers Layer 1: Gray fibrous/powdery material with woven fibers Lab Result Lab NAD SAT NAD NAD NAD SAT NAD NAD SAT NAD SAT NAD SAT Layer 1: Brown/yellow fibrous material with foil, NAD SAT woven fiber and trace brown mastic Layer 1: Brown/yellow fibrous material with foil, woven fiber and trace brown mastic NAD SAT Layer 1: White/yellow fibrous material with foil, NAD SAT Layer 1: Gray fibrous material with paint Layer 2: White rubbery material Layer 1: Gray fibrous material with paint Layer 1: White hard material Layer 2: Tan mastic Layer 1: White hard material Layer 2: Tan mastic Lab Description NAD SAT NAD NAD SAT NAD SAT NAD NAD SAT NAD 1 of 14 PBS Engineering and Environmental Inc PBS Project #41241.014 Lab Result Lab Layer 1: White hard material with woven fibers NAD SAT Layer 2: White clear mastic NAD Layer 1: White soft elastic material Layer 2: White clear mastic Layer 1: White rubbery material Layer 1: Beige soft/elastic material Layer 1: Black soft loose material Layer 1: Trace black soft loose material Layer 1: Black soft loose material Layer 1: Trace black tar material NAD SAT NAD NAD SAT NAD SAT NAD SAT NAD SAT NAD SAT NAD SAT Layer 1: Trace white powdery material with paint NAD SAT Layer 1: White powdery material with paint Layer 1: Tan powdery material with paint Layer 1: Tan powdery material with paint Layer 1: Tan powdery material with paint Layer 2: White powdery material with paper Layer 3: White chalky material with paper Layer 1: Tan powdery material with paint Layer 2: White powdery material with. paper Layer 3: White chalky material with paper NAD SAT NAD SAT NAD SAT NAD SAT NAD NAD NAD SAT NAD NAD 2 of 14 Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Sample # Material Type 41241.014 -027 Gypsum wallboard Joint compound 41241.014 -028 Gypsum wallboard Joint compound 41241.014 -029 Gypsum wallboard Joint compound 41241.014 -030 41241.014 -031 41241.014 -032 41241.014 -033 41241.014 -034 41241.014 -035 41241.014 -036 Black undercoat Grey undercoat 4' Black cove base Cream mastic 4" light brown cove base Off-white mastic 4" Tan cove base Tan mastic 4' Grey cove base Cream mastic 4" Grey ceramic curbing Grout Mortar bed 41241.014 -037 4" Beige ceramic curbing Grout Mortar bed August 16, 2018 Sample Location Far west open lab area, SW corner wall PBS Engineering and Environmental Inc PBS Project #41241.014 Lab Description Layer 1: Tan powdery material with paint Layer 2: White powdery material with paper Layer 3: White chalky material with paper Small storage room, SW of entrance lobby Layer 1: Tan powdery material with paint counter Command center, SE corner On steel sink, print and mail room On steel sink, SW staff lounge Room north of storage garage West open lab area, NW wall Main lobby behind lobby counter Room west of command center, center pillar 1st FI South women's restroom, SW corner Layer 2: White powdery material with paper Layer 3: White chalky material with paper Layer 1: Tan powdery material with paint Layer 2: White powdery material with paper Layer 3: White chalky material with paper Layer 1: Black soft loose material Layer 1: Gray soft loose material Layer 1: Black rubbery material Layer 2: White mastic Layer 1: Beige rubbery material Layer 2: Yellow mastic Layer 1: Beige rubbery material Layer 2: Beige mastic Layer 1: Gray rubbery material Layer 2: Beige mastic Layer 1: Gray ceramic Layer 2: Gray brittle/sandy material Fitness center men's bathroom shower Layer 1: White ceramic Layer 2: Gray brittle/sandy material NAD - No Asbestos Detected Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Sample # Material Type 41241.014 -038 41241.014 -039 41241.014 -040 41241.014 -041 41241.014 -042 41241.014 -043 41241.014 -044 41241.014 -045 41241.014 -046 41241.014 -047 August 16, 2018 2" Beige ceramic curbing Grout Mortar bed 1' Brown ceramic floor tile Mortar Grout 1' Brown ceramic floor tile Mortar Grout 4" Grey ceramic floor tile Grout Mortar bed 9' Grey ceramic floor tile Grout Mortar bed 3" White ceramic wall tile Grout Mortar bed Sample Location Lab Description East women's restroom Layer 1: White ceramic Layer 2: Yellow mastic Fitness center men's restroom shower Layer 1: Tan ceramic Lab Result Lab NAD SAT NAD NAD NAD SAT NAD NAD NAD SAT NAD NAD 3% Chrysotile SAT NAD SAT NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD 3 of 14 PBS Engineering and Environmental Inc. PBS Project #41241.014 Layer 2: Gray brittle/sandy material East women's restroom Layer 1: Tan ceramic Layer 2: Gray brittle/sandy material 1st FI SW men's restroom SW corner Layer 1: White ceramic Layer 2: Gray brittle/sandy material 1st FI front lobby Layer 1: White/brown ceramic Layer 2: Gray brittle/sandy material SW women's restroom SW comer Layer 1: White ceramic Layer 2: Brown mastic 12" Blue with brown specks vinyl floor tile Room north of storage garage Black mastic 12" Light blue with white specks vinyl Print and mail room floor tile Yellow mastic Black mastic 12" blue with white specks vinyl floor tile East women's restroom entrance way Black mastic 12" Light green with white specks vinyl East men's restroom entrance way floor file Black mastic Layer 1: Blue tile Layer 2: Black mastic on brittle material Layer 1: Blue tile Layer 2: Black/brown mastic Layer 1: Blue tile Layer 2: Black mastic Layer 1: Green tile Layer 2: Trace black mastic Lab Result Lab NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD - No Asbestos Detected 4 of 14 Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Engineering and Environmental Inc. PBS Project #41241.014 PBS Sample 8 Material Type Sample Location Lab Description Lab Result Lab 41241.014 -048 12' Green vinyl floor tile 1st floor SW hat South end. Layer 1: Gray tile NAD SAT Yellow mastic Layer 2: Brown mastic NAD Leveling compound Residual black mastic 41241.014 -049 Carpet mastic Room across hall from fitness center Layer 1: Clear mastic NAD SAT White with gray specks sheet vinyl Layer 2: White sheet vinyl NAD flooring Leveling compound Layer 3: Gray fibrous material with mastic NAD Mastic 41241.014 -050 Black sheet vinyl flooring Fitness center Layer 1: Black rubbery material NAD SAT Layer 2: Beige mastic NAD 41241.014 -051 Tan with specks sheet vinyl flooring Fitness center women's restroom Layer 1: White sheet vinyl NAD SAT Layer 2: Clear mastic NAD 41241.014 -052 Carpet mastic Command center, center east floor Layer 1: Brown mastic NAD SAT 12" VVhite with brown streaks vinyl floor Layer 2: White tile NAD tile Black mastic Layer 3: Black mastic NAD 41241.014 -053 Carpet mastic Room east of command center Layer 1: Brown mastic NAD SAT 12" White with brown streaks vinyl floor Layer 2: White Ole NAD tile Black mastic Layer 3: Trace black mastic NAD 41241.014 -054 12" White with brown streaks vinyl floor Center south server room Layer 1: White tile NAD SAT Ole Black mastic Layer 2: Black mastic NAD 41241.014 -055 12' White with brown streaks vinyl floor Office east of SE warehouse room Layer 1: Brown mastic NAD SAT tile Black mastic Layer 2: White tile NAD Layer 3: Black mastic NAD August 16, 2018 NAD - No Asbestos Detected 5 of 14 Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Engineering and Environmental Inc. PBS Project 441241.014 pBS Sample 0 Material Type Sample Location Lab Description Lab Result Lab 41241.014 -056 Carpet mastic B126 center Layer 1: Brown mastic NAD SAT 12" White with brown specks vinyl floor Layer 2: Tan tile NAD tile Black mastic Layer 3: Trace black mastic NAD 41241.014 -057 12" VVhite with brown specks vinyl floor SW Hallway near South exit Layer 1: White tile NAD SAT t Yellow mastic Layer 2: Tan mastic NAD Black mastic 41241.014 -058 12' White with brown specks vinyl floor Room north of room across hall from fitness Layer 1: White tile NAD SAT tile center Black mastic Layer 2: Black mastic NAD 41241.014 -059 12" White with brown specks vinyl floor Room north of storage garage Layer 1: Brown mastic NAD SAT tile Black mastic Layer 2: White tile NAD Layer 3: Black mastic NAD • 41241.014 -060 Carpet mastic B126 center Layer 1: Brown mastic NAD SAT Leveling compound Layer 2: Gray sandy/brittle material NAD Residual black mastic Layer 3: Black mastic 3% Chrysotile 41241.014 -061 Carpet mastic Room west of SE conference room Layer 1: Brown mastic NAD SAT Leveling compound Layer 2: Gray sandy/brittle material NAD Residual black mastic Layer 3: Black mastic 3% Chrysotile 41241.014 -062 Light weight concrete leveling compound Room east of command center — north half Layer 1: Beige sandy, brittle material NAD SAT Layer 2: Brown mastic NAD 41241.014 -063 Light weight concrete leveling compound Fitness center 41241.014 -064 Carpet mastic Room east of Command center Light weight concrete leveling compound Layer 1: Gray sandy/brittle material NAD SAT Layer 2: Brown mastic NAD Layer 3: White brittle material NAD Layer 1: Gray sandy/brittle material NAD SAT Layer 2: Brown mastic NAD August 16, 2018 NAD - No Asbestos Detected 6 of 14 Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Sample # Material Type 41241.014 -065 Carpet mastic Light weight concrete leveling compound Black mastic 41241.014 -066 Black mastic with grey paint 41241.014 -067 Carpet pad and mastic Residual black mastic 41241.014 -068 Yellow carpet mastic 41241.014 -069 Carpet rubber and mastic 41241.014 -070 Orange carpet mastic 41241.014 -071 Orange carpet mastic 41241.014 -072 Composite roofing layers 41241.014 -073 Composite roofing layers 41241.014 -074 Composite roofing layers August 16, 2018 Sample Location 1st FI, center south office space, S. Area SE warehouse room on floor 1st FI SW hall South entry Front lobby under walk -off mats Engineering office Main lobby base of stairs Main lobby behind counter West secondary roof North end West secondary roof center West secondary roof Sound end NAD - No Asbestos Detected Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Sample # Material Type 41241.014 -075 Composite roofing layers 41241.014 -076 Composite roofing layers 41241.014 -077 Composite roofing layers 41241.014 -078 Composite roofing layers 41241.014 -079 Composite roofing layers August 16, 2018 Sample Location West secondary roof West side West secondary roof East side SW secondary roof NW upper roof NE upper roof PBS Engineering and Environmental Inc. PBS Project #41241.014 Lab Description Layer 1: Brown mastic Layer 2: Gray sandy/brittle material Layer 3: Black mastic Layer 1: Black mastic with paint Layer 1: Black/brown mastic Layer 1: White mastic Layer 1: Gray foamy material with adhesive Layer 1: Brown mastic Layer 1: Brown mastic with trace black mastic Layer 1: Gray fibrous material Layer 2: Black asphaltic material with sands Layer 3: Brown fibrous material Layer 4: Black tar Layer 5: Yellow foamy material Layer 1: Brown fibrous material Layer 2: Yellow foamy material Layer 3: Gray fibrous material Layer 4: Black asphaltic material Layer 5: Gray powdery material Layer 1: Gray fibrous material Layer 2: Black asphaltic material Layer 3: Gray fibrous material Layer 4: Black asphaltic material Layer 5: Black asphaltic material Layer 6: Gray fibrous material Layer 7: Black asphaltic material Layer 8: Yellow foamy material Lab Description Lab Result Lab NAD SAT NAD 2% Chrysotile NAD SAT NAD SAT NAD SAT NAD SAT NAD SAT NAD SAT NAD SAT NAD NAD NAD NAD NAD SAT NAD NAD NAD NAD NAD SAT NAD NAD NAD NAD NAD NAD NAD 7 of 14 PBS Engineering and Environmental Inc. PBS Project #41241.014 Layer 1: Gray fibrous material Layer 2: Yellow foamy material Layer 3: Gray fibrous material Layer 4: Black asphaltic material Layer 5: Black rubbery material Layer 6: Black asphaltic material Layer 7: Black asphaltic material Layer 8: Tan powdery/flaky material Layer 9: White foamy material Layer 1: Gray fibrous material Layer 2: Yellow foamy material Layer 3: Gray fibrous material Layer 4: Black asphaltic material Layer 5: Black rubbery material Layer 6: Black asphaltic material Layer 7: Black asphaltic material Layer 8: Tan powdery/flaky material Layer 9: White foamy material Layer 1: Black asphaltic material Layer 2: Gray fibrous material Layer 3: Black asphaltic fibrous material Layer 4: Yellow foamy material Layer 5: White fibrous material Layer 1: Black asphaltic fibrous material Layer 2: Yellow foamy material Layer 3: Black asphaltic fibrous material Layer 4: White/blue rubbery material with foil Layer 5: yellow foamy material with foil Layer 6: White fibrous material Layer 1: Black asphaltic fibrous material Layer 2: Yellow foamy material Layer 3: Black asphaltic fibrous material Layer 4: White/blue rubbery material with foil Layer 5: Yellow foamy material with foil Layer 6: White fibrous material Lab Result Lab NAD SAT NAD NAD NAD NAD NAD NAD NAD NAD NAD SAT NAD NAD NAD NAD NAD NAD NAD NAD NAD SAT NAD NAD NAD NAD NAD SAT NAD NAD NAD NAD NAD NAD SAT NAD NAD NAD NAD NAD NAD - No Asbestos Detected 8 of 14 Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Sample* Material Type 41241.014 -080 Composite roofing layers 41241.014 -081 Composite roofing layers 41241.014 -082 Composite roofing layers 41241.014 -083 41241.014 -084 41241.014 -085 41241.014 -086 41241.014 -087 August 16. 2018 12" Dark blue vinyl floor tile Yellow mastic 12" Green camo vinyl floor tile Yellow mastic 12' Gray camo vinyl floor tile Black mastic 12' Pale green camo vinyl floor tile Yellow mastic Residual black mastic Sample Location Center upper roof SW upper roof SE Upper roof 1st FI, Main warehouse office, SE area 2nd FI, 2nd FI B218 kitchen 2nd FI, D211 conference room 1st FI, NE office space kitchen 12" Blue w/ white streaks vinyl floor tile 1st FI, Main warehouse, SW entry Black mastic NAD - No Asbestos Detected Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Sample 9 Material Type Sample Location 41241.014 -088 12" White w/ black streaks vinyl floor tile 1st FI, NE office space, SW area Black mastic 41241.014 -089 12" Blue vinyl floor tile lst FI, Medical warehouse Yellow mastic 41241.014 -090 Carpet mastic 2nd FI, D234 work area, SE area Leveling compound Vinyl floor tile Black mastic 41241.014 -091 12' Gray w/ white specks vinyl floor tile 2nd FI, center Office space server Rm Yellow mastic 41241.014 -092 12" Tan camo VFT Yellow mastic Leveling compound 2nd FI, center E office space kitchen 41241.014 -093 12" Beige wl brown specks vinyl floor tile 1st FI, NW lab space center Bledk mastic 41241.014 -094 12" Tan wl brown spots vinyl floor tile 2nd FI, Men's BR across kitchen Yellow mastic 41241.014 -095 12' Tan w/ brown streaks vinyl floor tile 2nd FI, B230 Black mastic 41241.014 -096 12" Beige w/ brown streaks vinyl floor tile 1st FI, Medical specimen lab hallway Black mastic 41241.014 -097 12" White w/ blue streaks vinyl floor tile 1st FI, Medical warehouse, NW area Yellow mastic 41241.014 -098 Gray vinyl sheet flooring 1st FI, Central specimen lab storage PBS Engineering and Environmental Inc. PBS Project *41241.014 Lab Description Layer 1: Black asphaltic fibrous material Layer 2: Yellow foamy material Layer 3: Black asphaltic fibrous material Layer 4: White/blue rubbery material with foil Layer 5: Yellow foamy material with foil Layer 6: White fibrous material Layer 1: Black asphaltic fibrous material Layer 2: Yellow foamy material Layer 3: Black asphaltic fibrous material Layer 4: White/blue rubbery material with foil Layer 5: Yellow foamy material with foil Layer 6: White fibrous material Layer 7: Black asphaltic material with woods Layer 1: Black asphaltic fibrous material Layer 2: Yellow foamy material Layer 3: Black asphaltic fibrous material Layer 4: White/blue rubbery material with foil Layer 5: Yellow foamy material with foil Layer 6: White fibrous material Layer 1: Blue tile Layer 2: Yellow mastic Layer 1: Green tile Layer 2: Yellow mastic Layer 1: Gray tile Layer 2: Trace black mastic Layer 1: Pale green tile Layer 2: Yellow mastic Layer 1: Blue tile Layer 2: Black mastic Lab Description Layer 1: White tile Layer 2: Black mastic Layer 1: Blue tile Layer 2: Yellow mastic Lab Result Lab NAD SAT NAD NAD NAD NAD NAD NAD SAT NAD NAD NAD NAD NAD NAD NAD SAT NAD NAD NAD NAD NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD SAT NAD 9 of 14 PBS Engineering and Environmental Inc. PBS Project *41241.014 Layer 1: Yellow mastic Layer 2: Gray brittle material Layer 3: Beige tile Layer 4: Black mastic Layer 1: Gray tile Layer 2: Yellow mastic Layer 1: Tan tile Layer 2: Yellow mastic Layer 3: Gray brittle material Layer 1: Beige tile Layer 2: Trace black mastic Layer 1: Tan tile Layer 2: Yellow mastic Layer 1: Tan tile Layer 2: Black mastic Layer 1: Beige tile Layer 2: Trace black mastic Layer 1: White tile Layer 2: Yellow mastic Layer 1: Gray sheet vinyl Layer 2: Clear/white mastic Layer 3: Trace gray sandy/brittle material Lab Result Lab NAD SAT 2% Chrysolite NAD SAT NAD NAD SAT NAD NAD 2% Chrysotile NAD SAT NAD NAD SAT NAD NAD NAD SAT NAD NAD SAT NAD NAD SAT 3% Chrysotile NAD SAT NAD NAD SAT NAD NAD SAT NAD NAD August 16, 2018 NAD - No Asbestos Detected 10 of 14 Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Sample # Material Type 41241.014 -099 Gray vinyl sheet flooring Mastic Leveling compound Mastic 41241.014 -100 41241.014 -101 41241.014 -102 Off-white vinyl sheet flooring White vinyl sheet flooring Black mastic Tan vinyl sheet flooring Vinyl floor tile . Black mastic 41241.014 -103 Carpet pad w/ mastic 41241.014 -104 Leveling compound Black mastic 41241.014 -105 Carpet mastic Leveling compound 41241.014 -106 Carpet mastic Leveling compound 41241.014 -107 Carpet mastic 41241.014 -108 Carpet mastic Black mastic 41241.014 -109 Carpet mastic 41241.014 -110 Carpet mastic Leveling compound August 16, 2018 Sample Location 2nd FI, NW office space, SE kitchen PBS Engineering and Environmental Inc. PBS Project #41241.014 Lab Description Layer 1: Gray sheet vinyl Layer 2: Clear/white mastic Layer 3: Gray tile Layer 4: Brown mastic 1st FI, central specimen lab, NE area Layer 1: Off-white sheet vinyl Layer 2: Gray fibrous material with mastic 2nd FI, Janitor's closet btw central BR Layer 1: White sheet vinyl Layer 2: Black mastic 2nd FI, D235 kitchen Main lobby stairs 1st FI, NE office space, SW area 2nd FI, SW office space near W lobby desk 2nd FI, cafeteria, center 2nd FI, cafeteria conference room 2nd FI, central women's BR lobby 2nd FI, C216 Conference Rm, center 2nd FI, area around lobby stairs NAD - No Asbestos Detected Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Sample # Material Type 41241.014 -111 Carpet mastic 41241.014 -112 6- Brown ceramic tile Grout Mortar 41241.014 -113 Orange peel texture 41241.014 -114 Orange peel texture 41241.014 -115 Orange peel texture 41241.014 -116 Orange peel texture 41241.014 -117 Orange peel texture 41241.014 -118 Orange peel texture 41241.014 -119 Gypsum wallboard Joint compound 41241.014 -120 Gypsum wallboard Joint compound 41241.014 -121 Wall panel mastic on paint 41241.014 -122 Rail laminate Glue 41241.014 -123 Wall panel August 16, 2018 Sample Location Layer 1: Tan sheet vinyl Layer 2: Gray fibrous material with mastic Layer 3: Gray brittle material Layer 4: Tan tile Layer 5: Trace black mastic Layer 1: White woven fibrous material Layer 2: Yellow mastic Layer 1: Gray brittle material Layer 2: Black mastic Layer 1: Tan mastic Layer 2: Gray brittle material Layer 1: Tan mastic Layer 2: Gray brittle material Layer 1: Orange mastic Layer 1: Yellow mastic Layer 2: Gray brittle material Layer 3: Black mastic Layer 1: Orange mastic Layer 1: Yellow mastic Layer 2: Gray brittle material Lab Description Lab Result Lab NAD SAT NAD NAD NAD NAD SAT NAD NAD SAT 2% Chrysotile NAD SAT NAD NAD NAD NAD NAD SAT NAD NAD SAT 2% Chrysotile NAD SAT NAD NAD SAT NAD NAD SAT NAD SAT NAD 3% Chrysotile NAD SAT NAD SAT NAD 11 of 14 PBS Engineering and Environmental Inc. PBS Project #41241.014 2nd FI NW office space, SW entry area Layer 1: Yellow/orange mastic Layer 2: Gray brittle material 2nd FI Cafeteria, NW entry Layer 1: Brown ceramic Layer 2: Gray brittle/sandy material Layer 3: Gray mastic Lab Result Lab NAD SAT NAD NAD SAT NAD 3% Chrysotile 1st FI, NE office space, kitchen, N wall Layer 1: Trace off-white powdery material with NAD SAT paint 1st FI, Medical specimen lab hallway Layer 1: Trace white powdery material with paint NAD SAT 2nd FI, outside B230 Layer 1: Trace white powdery material with paint NAD SAT 2nd FI, center office space, S wall, center Layer 1: Trace white powdery material with paint NAD SAT and paper 2nd FI, NW office space, SW corner Layer 1: Trace white powdery material with paint . NAD SAT and paper 2nd FI, Cafeteria conference Rm, E wall Layer 1: Trace off-white powdery material with NAD SAT paint and paper 2nd FI, SW office space, SW corner Layer 1: White powdery material with paint NAD SAT Layer 2: White chalky material with paper NAD 2nd FI, cafeteria conference Rm, NW comer Layer 1: White powdery material with paint Layer 2: White chalky material with paper 1st FI, NE office space, E wall Layer 1: Yellow mastic NAD SAT Layer 2: White powdery material with paint NAD 2nd FI, lobby stairs Layer 1: Brown brittle/rigid material NAD SAT Layer 2: Yellow/blue mastic NAD 2nd FI, kitchen, near N entry Layer 1: Brown fibrous material with paint NAD SAT NAD SAT NAD NAD - No Asbestos Detected 12 of 14 Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTO1Y PBS Sample 6 Material Type 41241.014 -124 6' Green cove base Cream mastic 41241.014 -125 Dark blue cove base Cream mastic 41241.014 -126 White cove base Cream mastic Sample Location 2nd FI, cafeteria, NW area 1st FI, Main warehouse office, SW corner 2nd FI, halfway outside SW office space 41241.014 -127 2' x 4' Suspended acoustical ceiling tile 1st FI, medical warehouse, SW area 41241.014 -128 2' x 4' Suspended acoustical ceiling tile 2nd FI, SW office space above W lobby 41241.014 -129 Yellow stair tread mastic 1st FI, SE hallway W stairs Cream stair tread mastic 41241.014 -130 Rubber stair tread 1st FL Main warehouse stairs to loft Yellow mastic 41241.014 -131 Black sink undercoat 2nd FI, SW office space, B218 kitchen 41241.014 -132 Gray sink undercoat 2nd FI, center office space, kitchen 41241.014 -133 White sink undercoat 2nd FI, cafeteria sink 41241.014 -134 Fiberglass insulation 1st FI, NE office space, NE area Paperback 41241.014 -135 Gasket Southwest Chiller Room, northwest area 41241.014 -136 Door frame caulking Southwest Chiller Room, door August 16, 2018 NAD - No Asbestos Detected Former Group Health Building - Hazardous Materials Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro PLM ASBESTOS SAMPLE INVENTORY PBS Sample # 41241.014 -137 41241.014 -138 41241.014 -139 Material Type Corner joint caulking Caulking around air plenum Vertical expansion joint caulking Sample Location Southwest area, east elevation, northeast South elevation, center Southwest area, east elevation, center 41241.014 -140 Poured flooring with vertical expansion Southwest Backup Batter Room, southwest joint caulking comer PBS Engineering and Environmental Inc. PBS Project #41241.014 Lab Description Layer 1: Green rubbery material Layer 2: Beige mastic Layer 1: Dark blue rubbery material Layer 2: Beige mastic Layer 3: Trace white powdery material with paint Layer 1: White rubbery material Layer 2: Beige mastic Layer 3: Trace white powdery material with paint Layer 1: Gray fibrous material with paint Layer 1: Gray fibrous material with paint Layer 1: Beige/yellow mastic Layer 1: Brown rubbery material Layer 2: Yellow mastic Layer 1: Black soft/loose material Layer 1: Gray soft/loose material Layer 1: White soft/loose material Layer 1: Silver foil Layer 2: Tan paper with black mastic Layer 3: Gray fibrous material Layer 1: Green soft material with fibrous material Layer 1: White soft/elastic material with paint Layer 2: Clear mastic Lab Result Lab NAD SAT NAD NAD SAT NAD NAD NAD SAT NAD NAD NAD SAT NAD SAT NAD SAT NAD SAT NAD NAD SAT NAD SAT NAD SAT NAD SAT NAD NAD NAD SAT NAD SAT NAD 13 of 14 PBS Engineering and Environmental Inc. PBS Project 441241.014 Lab Description Lab Result Lab Layer 1: Black soft/elastic material with paint NAD SAT Layer 1: White soft/elastic material with paint NAD SAT Layer 1: Gray soft/elastic material with paint NAD SAT Layer 1: Multi -color brittle material with sand NAD SAT Layer 2: Gray sandy/brittle material with paint NAD Layer 3: Trace gray soft/elastic material NAD August 16, 2018 NAD - No Asbestos Detected 14 of 14 PBS Project: South Base. Group Health Building Analysis requested: PLM Relinq'd by/Signature:���.�� Received by/Signature: to: ❑ 6riarian,Stnfo; <X" Willem_M 4r O Greg Middaugh ❑ Mark Hiley ❑ Tim Ogden TURN AROUND TIME: ❑ 1 Hour ❑ 2 Hours ❑ 4 Hours �X Justin_ Dr�ay) C6I21 arez ❑ Janet Murphy ❑ Kaitlin Soukup Mart( 24\ 0 48 Hours LAB CHAIN OF CUSTODY Project k: 41241.014 Date: 08/09/2018 Date/Tme: O8 8 Q/ 13Ay Date/Time: 1' 71 is, Ss ❑ Chuck Greeb ❑ Fermarl-FJetcher Xr-f�lissa-Mean ❑ 3-6 D s SAMPLE DATA FORM Sample # Material Location Lab 41241.014-001 2' X 2" Laminate and glue SW Bathroom lobby hall on suspended floor SAT 41241.014-002 2' X 2" Laminate and glue Far west lab area center of room on suspended floor Above suspended ceiling print and mail room NE SAT SAT 41241.014-003 HMF 41241.014-004 HMF Above suspended ceiling print and mail room center SAT 41241.014-005 - HMF Above suspended ceiling print and mail room SW SAT 41241.014-006 Fiber glass with foil Janitor closet 51 pipe insulation SAT 41241.014-007 Fiberglass with foil Exterior of battery room east wall insulation SAT 41241.014-008 Fiberglass with foil Generator room NW corner pipe insulation SAT 41241.014-009 12" grid pattern glued -on ceiling tile with mastic 1" floor lobby SAT 41241.014-010 2"X4" fissure, pinhole Suspended ceiling tile Far west lab area, center of room SAT 41241.014-011 Countertop laminate and glue Center south server room SAT 41241.014-012 Baseboard laminate and glue Hallway outside F121 Electrical room SAT 41241.014-013 Wall panel with yellow mastic 1" floor janitor closet 421 SAT 41241.014-014 Wall panel mastic with paint SW hallway near exit SAT 41241.014-015 Floor caulking 1°' floor south bathroom, SW comer SAT 41241.014-016 Brown duct sealant Above ceiling near ceiling hatch -lstr fl lobby SAT 7517 EASTLA5E AVLNIIE EAST. SU17E 100, SE01 I.1, w0 98102 • 200.233.9639 MA101 • 666.727.01-10 FAX • '661176.00M • \ s f=- z-( PBS 2 y' /!k LAB CHAIN OF CUSTODY 41241.014-017 Blk asphaltic pipe coating Vertical pipe in SW loading dock SAT 41241.014-018 Mk asphaltic pipe coating Horz.. pipe SW bathroom lobby under suspended floor SAT 41241.014-019 Bllc mastic Under suspended floor support, 1v fl center south server room SAT 41241.014-020 Bilc mastic Under suspended floor support, large lab just west of command center SAT 41241.014-021 Orange peel wall texture East men's restroom entrance . SAT 41241.014-022 Orange peel wall texture Southwest women's restroom SAT 41241.014.023 Orange peel wall texture Hallway wall outside generator room SAT 41241.014-024 Orange peel wall texture Far west lab room west wall SAT 41241.014-025 GWB / tape/ Joint compound SE warehouse room SAT 41241.014-026 GWB / tape / Joint compound Center / South server room SAT 41241.014-027 GWB / tape /Joint compound Far west open lab area, SW corner wall SAT 41241.014-028 GWB / tape / Joint compound Small storage room, SW of entrance lobby counter SAT 41241.014-029 GWB / tape / Joint compound Command center, SE corner SAT 41241.014-030 810 undercoat On steel sink, print and mail room SAT 41241.014-031 Grey undercoat On steel sink, SW staff lounge SAT 41241.014-032 4" BII; covebase with cream mastic Room north of storage garage SAT 41241.014-033 4" light brown covebase with off-white mastic West open lab area, NW wall SAT 41241.014-034 4" Tan covebase with tan mastic Main lobby behind lobby counter SAT 41241.014-035 4" grey covebase with cream mastic Room west of command center, center pillar SAT 41241.014-036 4" grey ceramic curbing / grout / mortar -bed 1't fl South women's restroom, SW corner SAT 41241.014-037 4" beige ceramic curbing / grout / mortar -bed Fitness center men's bathroom shower SAT 41241.014-038 2" beige ceramic curbing / grout / mortar -bed East women's restroom SAT 41241.014-039 1" brown ceramic fl tile / mortar / grout Fitness center men's restroom shower SAT 41241.014-040 1" brown ceramic fl tile / mortar / grout East women's restroom SAT 41241.014-041 4" grey ceramic fl tile / grout / mortar -bed 1' fl SW men's restroom SW corner SAT 41241.014-042 9" grey ceramic fl tile / grout / mortar -bed 1' fl front lobby SAT 41241.014-043 3' white ceramic wall tile/ grout / mortar -bed SW women's restroom SW corner SAT 41241.014-044 12" blue with brown speck VFT with blk mastic Room north of storage garage SAT 41241.014-045 12" light blue with white speck VFT with blk & yellow mastic Print and mail room SAT 41241.014-046 12" blue with white speck VFT with blk mastic East women's restroom entrance way SAT 41241.014.047 12" Light green with white speck VFT with blk mastic East men's restroom entrance way SAT 41241.014-048 12" green VFT with yellow mastic / leveling compound / residual black mastic 1" floor SW hall South end SAT 2117 EASTLAKE AVENUE 600!, SUITE 100, SEATTLE, 0,14 9810;; 206.253.9639 14A101 • 8r,6.127.014C FAX • 76SUSA.00M PF; -c)6 C a� t� PBS LAB CHAIN OF CUSTODY 41241.014-049 CPT mastic / White SVF with grey speck / leveling compound / mastic Room across hall from fitness center SAT 41241.014-050 Black SVF Fitness center SAT 41241.014-051 Tan with speck SVF Fitness center women's restroom SAT 41241.014-052 CPT mastic / 12" white with brown streak VFT / black mastic Command center, center east floor SAT 41241.014-053 CPT mastic / 12" white with brown streak VFT / black mastic Room east of command center SAT 41241.014-054 12" white with brown streak VFT / black mastic Center south server room SAT 41241.014-0ss 12" white with brown streak VFT / black mastic Office east of SE warehouse room SAT 41241.014-056 CPT mastic / 12" white with brown speck VFT / black mastic 8126 center SAT 41241.014-057 12" white with brown speck VFT / black and yellow mastic SW Hallway near South exit SAT 41241.014-058 12" white with brown speck VFT / black mastic Room north of room across hall from fitness center SAT 41241.014-059 12" white with brown speck VFT / black mastic Room north of storage garage SAT 41241.014-060 CPT mastic / leveling compound / residual black mastic 0126 center SAT 41241.014-061 CPT mastic / leveling compound / residual black mastic Room west of SE conference room SAT 41241.014-062 Light weight concrete leveling compound Room east of command center - north half of room SAT 41241.014-063 Light weight concrete leveling compound Fitness center SAT 41241.014-064 CPT mastic / Light weight concrete leveling compound Room east of Command center SAT 41241.014-065 CPT mastic / Light weight concrete leveling compound / black mastic 1st fl, center south office space, S. Area SAT 41241.014.066 Black mastic with grey paint SE warehouse room on floor SAT 41241.014-067 CPT pad and mastic / residual black mastic 1" fl SW hall South entry SAT 41241.014-068 Yellow CPT mastic Front lobby under walk -off mats SAT 41241.014-069 CPT rubber and CPT mastic Engineering office SAT 41241.014-070 Orange CPT mastic Main lobby base of stairs SAT 41241.014-071 Orange CPT mastic Main lobby behind counter SAT 41241.014-072 Composite roofing layers West secondary roof North end SAT 41241.014-073 Composite roofing layers West secondary roof center SAT 41241.014.074 Composite roofing layers West secondary roof Sound end SAT 41241.014-075 Composite roofing layers West secondary roof West side SAT 41241.014-076 Composite roofing layers West secondary roof East side SAT 41241.014-077 Composite roofing layers SW secondary roof SAT 41241.014-078 Composite roofing layers NW upper root SAT 41241.014-079 Composite roofing layers NE upper roof SAT 3317 EASTLAK:E AVENUE EAST. SUITI, 100, SEATTLE. WA 95102 • 205. 23? 9634 MAIN • 306.737.0100 143 • 005053 COM PA -4,y5 LA :_PBS LAB CHAIN OF CUSTODY 41241.014-080 Composite roofing layers Center upper roof SAT 41241.014-081 Composite roofing layers SW upper roof SAT 41241.014-082 Composite roofing layers SE Upper roof SAT 2517 EA515ANl. AVENUE EAST, SUITE 100, SEATTLE, WA 90132 • 206.223.9009 MAIN • 060.727.0110 FAX • 01357106.601,1 'h�c�c 9 �-s ul + P 0 Co V m) CT A W N + 22,A A A 6 ". j a 0 0 41241.014-009 i 41241.014-008 41241.014-007 41241.014-009 41241.014-005 1 41241.014-004 41241.014-003 141241.014-002 + A o 3' 3 3 0 N + + -_ N + + 41241.014-014 + + + + N + W N + 6' y S Gray fibrous material with aint Ahite hard material White rubbery material 30 d o c o m - White/yellow fibrous material with fait, woven fiber and white dear mastic Brown/yellow fibrous material with foil, woven fiber and trace brown mastic Brown/yellow fibrous material with foil. woven fiber and trace brown mastic Gray fibrous/powdery material with woven fibers Gray fibrous/powdery material with woven fibers Gray fibrous/powdery material with woven fibers Brown mastic White/brown hard material Brown mastic White/brown hard material Green clear adhesive S5-N 3 _-oz-a m v gig White chalky material with paper P4 N.m Q1 v.z v a Tan powdery material with paint White chalky material with paper White powdery material with paper Tan powdery material with paint 'Tan powdery material with paint I Tan powdery (material with paint White powdery material with paint I m �ry , IBlack soft loose material m mry 5 05y mo x 'Ione It Detected None Detected None Detected None Detected None Detected None Detected None Detected a .2 o m an .2 m m mom None Detected oz m^o a None Detected oz m0 om None Detected Oz am o ym0 I q S m p 5 a P Rubber, Binder Paint, Filler, Pedite, Glass beads Filler, Binder Paint, Filler, Pedite, Glass beads Filler, Binder, Mastic, Foil Filler, Binder, Mastic, Foil Fifer, Binder, Mastic, Foil T m m S a 41, T m j a gi T lD m c 'Mastic, Binder T = m m Mastic, Binder Filler, Binder Filler, Adhesive R 5 N co N N A N p A N O V m N co N W 0o ° m se m 0 m oo Q 0 m 2 Q o m c m m 9 m 0 a N f) mm a c m 0 HT 210 dm 5 c 0 m )0 T O am R c .‘.4 a- Cellulose, Glass Fibers Cellulose, Glass Fibers Cellulose, Glass Fibers Cellulose, Glass Fibers Cellulose Cellulose 0 c 2. o 0 c o 'None Detected g= y P > w N N LL N O t° W V !n N + A W 41241.014-027 0 PPC N mi 0 A N N o N A 41241.014-023 c N o pp u 0 6 O A 0 O N 141241.014-018 N o O V N o O 0) N b O to 41241.014-014 41241.014-013 N .0 O N ^ ° — W N .. W N + + + + N + N + N - u m v gig White chalky material with paper P4 N.m Q1 v.z v a Tan powdery material with paint White chalky material with paper White powdery material with paper Tan powdery material with paint 'Tan powdery material with paint I Tan powdery (material with paint White powdery material with paint Trace white powdery material with aint m �ry , IBlack soft loose material m mry 5 05y mo !Black soft loose material Beige soft/elastic material White rubbery l material 'White clear mastic White soft elastic material IWhite dear mastic White hard material with woven fibers While hard material 3' mo^O a n a a m n None detected None detected m° m' None detected mo3o �_ m' a o.; I None Detected None Detected 0o ° m None Detected None Detected None Detected mo m w a None Detected None Detected mo m m a mo m a mo n a �o m a oz m 0. Wow m_ Ca. O. tp _, m OF Om y a cm 3 a Qm m 1 m a �, Binder/filler, Paint 1 Binder/filler, Gypsum/binder Wm a =� m a m Filler, Binder, Paint Filler, Binder, Paint Filler, Binder, Paint ?) W m a SI T 5 1 m m m T ,, m 'o. m Filler, Binder = 1 m u' m T m _m m Rubber, Binder Mastic, Binder T m ' m 'Mastic. Binder T m m Mastic, Binder T m m a °1 N W °1 N to W W A W N N . N N N W N A N W e Cellulose Cellulose P m c0 m S. m m 0 Cellulose N 0 m m 0 a - o io a m 0 c o m 0 c o m R c co m 0 m & None Detected 1 m m 0 m 0 m 0 m 0 m Cellulose, Glass fibers 0 m c 0 0 0 m c 0fo m 9 a 3' e 3' W a 3 3 3' 3' tp V w N N AI� 4 N o O m M V 4. 0 a r 41241.014-037 41241.014-036 41241.014-035 41241.014-034 41241.014-033 .P A_ C w N 41241.014-031 ! 41241.014-030 41241.014-029 41241.014-028 141241.014-027 41241.014-027 `a -� N + N y N N N u N -• N N .. .. 03 N ..a W N > W N .i White ceramic 3 m� Jm < m n , 8 0 Gray brittle/sandy material Gray ceramic Beige mastic Gray rubbery material Beige mastic Beige rubbery material Yellow mastic Beige rubbery material White mastic Black rubbery material Gray soft loose material Black soft loose material m w m 'O 53, 54 White powdery material with paper Tan powdery material with paint White chalky material with paper White powdery material with paper Tan powdery material with paint White chalky material with paper White powdery material with paper g0 w o1 gm'�_m'IWimnm�m—m'm^ym Q zaznzaznza m n Wpmpm 6 6 G m m a z n None detected None detected . kzaznzgg o m '� 3 A W m m n n W W o m m m n n None detected None detected I. az m 0 m a None ! detected az p m 7 O m m a None detected None detected None detected a z m O A O W m O. oz m 0 N m W m G g S i m p C n n z m C R 3 m m n a z m O A J m 0 m a None detected None detected None detected a z m p m p m m n a W p N m m m n n W OZ ry J 0 m G. Asbestos Flbem Binder, Sand Ceramic/binder Binder, Sand Ceramic/binder Ceramic/binder m'D m Q J Rubber/binder N QCQ fT Rubber/binder ro {m� J Rubber/binder m N e ? Rubber/binder T N ; IFiller, Binder Binder/filler, GvOsum/binder Binder/filler Binder/filler, Paint +< m 0 0. W j QN 9 ' Binder/filler Binder/filler, Paint .5.1W 9o. a 54 am m _m J 3 m a39v, E s N N N l I N N A N N N 03 N N N N N N W(T N w wt p N N w �. 0 O a c Z N 3D Occ_ m a None detected I N c 0 m m 0 ID m 0 W R 0 N N 8 W Cellulose Cellulose N (t0n N ICellulose I m O 3D d c O 0 N c m N c O ID m c O ID N O ID N 0 W mn y W Cellulose g g i 1 47 41241.014-047 - 48 41241.014-048 - 49 41241.014-049 - AA m m P W Na. o Iwo Nw N 4. 0 a a A 0 t' a > o pQA c ppp c > 141241.014-041 41241.014040 4.j a a 9 9 $ — N N -. N N . N N + N N 5 0 u " w ' 3 n 0 , ~ fE c % 3 c. m 0 m m Black mastic m m ID m o- ' o o m7„03 m m ry x 3 3 m m E-1 n. m m m Brown mastic White ceramic Gray bntue/sandy material While/brown_ ceramic 3 C % d N G m = IWhite ceramic 3 0 m@ V m Ei g m -r 3 a m 3 'Gray brittle/sandy material � 'mJ 8 m. onsetu MoOa7, I �a o1 gm'�_m'IWimnm�m—m'm^ym Q zaznzaznza m n Wpmpm 6 6 G m m a z n None detected None detected nZnZ m�m� m n m m a None detected None detected None detected n !l..o m $ m s n INone detected !None detected None detected 30o ¢ 'm None detected None detected None detected w a W I m ^ 0m m m$ � Jmm i 7,2 u_ 6 M w m ��+' gS m= a 3 J nn _m m Mastic/binder MasfGbinder Vinyl/binder, Mineral Drains Vinyl/binder, Mineral grains VinyUbinder. Mineral grains Mastic/binder C m e c a 0 m 3 m -' m m m a lCeramic/binder Binder, Sand Ceramic/binder _ 3 = n C7 3 P J m 'Binder, Sand ICeramic/binder Mastic/binder a; N A N A N A N A N N N l I N 1 N N N 03i N a g ID m m m m m o 9 m 0 m 0 m 0 m clog m P 1 None detected I o m I None detected I m c ° z � I m c None detected Cellulose � z � m m oa. n � i °, g Y ZO1e6 8191'sineoS 001181105 • 3 I ro A2ua1e 6w ro as! ! m; m m e ; ! s !% E...7 @ \ w E \ 41241.014-054 § 41241.014-052 41241.014-051 4. ( / 2, � { }E/ 41241 014-061 \ \ /ƒ !! a 3} 0 e Trace black mastic Black mastic Brown mastic Tan the f £ Black mastic Brown mastic s ° 2 % ° 3 - jBrown mastic Black mastic f 'Brown mastic 3 White sheet vinyl _ 3 3. Blade rubbery material Gray fibrous _ material with mastic ( . Description Brown mastic -. Vono In letected _ }�((ƒ(ƒ((i� 0. : = CO 2° None detected None detected None detected None detected k� None detected None detected None detected o. None detected None detected None detected None detected None detected $$ [. |i s.,•�£--- ( /inyl/binder, utineral grains (, Mastic/binder Mastic/binder Vinyl/binder, Mineral . rains Mastic/binder vinyl/binder, Mineral grains 1 Vinyl/binder, Mineral .rains Mastic/binder Mastic/binder Vinyl/binder, Mineral grains ( ( Vinyl/binder, Mineral grains !! ( ( \ Vinyl/binder, Mineral grains Mastic/binder Mastic, Binder !& - } Rubber/binder Binder/filler, Mastic/binder { /. ; O Filler, Binder Mastic/binder 'I Mastic/binder Vinyl/binder, Mineral grains Sands, Filler Mastic/binder Mastic/binder E ® R \ ° Al Vinyl/binder, Mineral grains Non-fibrous Component Mastic/binder :En 02 ar J , an J ; t r OD \ { ƒ ( k , . , i ( : - / . , , - 9 { - / Polyethelene Cellulose , ICefulose None detected \ \ 0 \ } \ ( \I | f! , m; e m ; T. S q CO m @ 41241.014-070 I \ \ 41241.014-067 41241.014-066 \ 41241.014-064 41241.014-063 41241.014-062 41241 014-061 \ \ Brown mastic Gray foamy material with adhesive Black/brown mastic | ¢ Gray sandy/brittle material Black mastic ■ ! \ ; [ �0 / White brittle material LLGray sandy/brittle Brown mastic Brown mastic Beige sandy/brittle material Gray sandy/brittle material Black mastic ( ■ Gray sandy/brittle material Black mastic IBrown mastic k a a ƒ( ! Description Brown mastic (° (° k� None detected None detected None detected Chrysotile None detected None detected k� None detected }®\� None detected None detected None detected Chrysolite None detected 1None. _-..--- detected Chrysotile 13 None detected Asbestos Flbere None detected ! Q. Mastic/binder, I Foam £ ( E ( ! ( Sands, Filler Mastic/binder l! Mastic/binder Mastidbinder : ; O Filler, Binder Mastic/binder 'I Mastic/binder Vinyl/binder, Mineral grains Sands, Filler Mastic/binder Mastic/binder E ® R \ Mastic/binder £ Vinyl/binder, Mineral grains Non-fibrous Component Mastic/binder Cellulose Cellulose Cellulose | E ( Cellulose Cellulose _ } - Cellulose I _ Cellulose Cellulose _ _ Cellulose Cellulose E Cellulose Cellulose IPolyethelene ® } i f | V N A W N V y C o A b' o A O g 4V A o A W j O A N N o A O S 4 6 A W N -. W J W G A W N — (n A W N — N A W N m 2.F 3 cdq Qm3 N x ®?d Gf .'9(' c m q 3'i3 d 0 m OCOSN oglIg� dQC 1.8 0 Black asphaltic material Black asphaltic fibrous material Gray fibrous material ,Gray fibrous material Black asphaltic material '0 8V Gray powdery material .7—� .2010 a: �a 0 mN , N c- NO3 IYellow foamy material Co38a a 0O d>any cr 0 ,g m - ,.—aCy"''' Q0 Brown mastic with trace black mastic x oZdcZnZaZnZgg mno.Z3' c omZ n (m� mZ n aaZ n nm IZ None detected None detected None detected _ 'None detected None detected. None detected None detected None detected None detected None detected m o m None detected INone detected m o mamg O (l, O n o _d m Z O d d o None detected a 7 VI' c a T 5 m C m 0. , TN O m m n m d Fn w oc, 5 a Asphalt/binder, Sands Asphalt/binder, Sands Filler, Binder T m a m Asphalt/binder, Sands T = w a m T m a go Filler, Binder Asphalt/binder, Sands -!1 3m m T a m T Co 5 nco i w m ?I CO o n IAsphalt/binder, Sands Filler, Binder o S N 0 N A N N co N N WO N W N N N N N N G N N A x- N C O m coC O co O N N C C O O NW Ca O 8 (ofN Egg O p N N (p N N N d N N ICellulose 1 Cellulose Cellulose m A m yN N (D N 0 o N m m m N Cellulose 63 i V W V V J W N I o o 6 O 0 m 7AN 0 0 V A O V 0/N A 4 i 6 AWN — N AWN —& W W J W N A W N 1C I W I V W N m88C23a ,.;1"[,,,,.1—"'g ffg 0:2 6. A d do f 3 892.383 2' 3.y dGm_ G -c( m 2.F 3 cdq Qm3 N x ®?d Gf .'9(' c 333 m ,72o N d 3 o 3'i3 d 0 m W s9'ax d0 n m tF, e24,1 ii m dQta Z 3 =11 x dO n m' d c q Black asphaltic material Tan powdery/flaky material White foamy material Gray fibrous material Yellow foamy material 'Black asphaltic material 3 Co NQ 3 x oZdcZnZaZnZgg m, g 7 p J m p fUpdgNOm OAOd0amR0qANNFfJ6yN3ryNNNGR^dqRffNnmg9yR( q fCGga-646nnnndO66a6a66d6 None detected ._..n=.— "n,slewlydn�na..y. v2man Asbestos Fibers Non -fibre. Components He,-sbesiss Fibers None Rubber, Binder detected Cellulose vD - m m m- cmamm O A � m q a mo p d 41: Na ng a5amC m -- maz al y 2.1 d 0. I m S j cq doq oaam *g- a ,aE.amm Q $' doD mm cWm- m = amd3To Asphalt/binder, Sands Binder, Velmiculte Foam, Binder Filler, Binder Asphalt/binder, Sands N 0 N V N N 0 OW N N N W N Al O N N N N N n C 8 m 5 C1 d (D N (D m m C1 (D re O N n m N 0 q p T 0 gig R n N O o d T 6' 5 n d O N n n N , O O o y n O O N n N O ,a n q O N n N O (D(0 n N O n - C N n yO N C7 N O N C1 N C) O 'a (� Q O (D n W O 3,' t allnS'"3'ann alepse3 LLSZ Zel86 VM 'Me ZOL66 VM'ameeS 'Mt Ex 8 6 g SEATTLE ASBESTOS TEST Lynn..od Laba.the 19701 Saiba Lake Rod. 8011. 103, 11TM 0004. WA 00030, Tel. 425.073.9850. For. 4255.073.5810.119LAP lob Cods: 2007680 niscbimer. This rop.N must not be used by the talent 10 claim product 6,0500,5,0, 48.v.1. or endorsement by Scalds Mbestus Taal, LLC, NVLAP. NIST. or any agency 0/ the Federalguverntnent. ANALYTICAL LABORATORY REPORT PLM by Method EPA/600IR-93/116 Willem Mager. Justin Day Martin PBS Engineering an0 Es1ra, 1401185a Environmental, SeaWe Mearns 0e08 41241.014 0116/0: 201812311 9000,80 0000 62 Dae 00065004: 8114/2018 143500 F,olsa Loc.: South Base, Group Healer BuildIng Adana.: 2517 Eastlake Ave. E.. Suite 100, Seattle, WA 98102 001.9orrea9: 8!132018 Spot.. Anoka,d: 82 r-7 wu.Tma / Slrw Anna 000teo+,1r. w.slP0M10l2non67,0,4.6 Leto ID Client Sample ID Layre Description 0 Asbestos Fibers Nonfibmue Canponente 01 noncabeatss Fibers 70 41241.014-078 5 Yellow foamy material with foil None detected Foam, Binder, Foil 3 Cellulose 6 White fibrous material None detected Filler, Binder 2 Glass Fibers 79 41241.014-079 1 Black asphaltic fibrous material Foam, Binder, Foil None detected AhalVbinder sp 6 Cellulose. Glass fibers 2 Yellow foamy material Filler, Binder None detected Foam, Binder 2 Cellulose 3 Black asphaltic fibrous material None detected Asphalt/binder 8 Cellulose, Glass fibers 4 White/blue rubbery material with foil None detected Rubber, Binder 2 Cellulose 5 Yellow foamy material with foil None detected Foam, Binder, Foil 2 Cellulose 6 White fibrous material None detected Filler, Binder 2 Glass Fibers 80 41241.014-080 1 Black asphaltic fibrous material None detected AsphalUbinder 6 Cellulose, Glass fibers 2 Yellow foamy material None detected Foam, Binder 2 Cellulose 3 Black asphaltic fibrous materiel None detected Asphalt/binder 6 Cellulose, Glass fibers 4 White/blue rubbery material with foil None detected Rubber, Binder 2 Cellulose 5 Yellow foamy material with foil None detected Foam, Binder, Foil 2 Cellulose 6 White fibrous material None detected Filler, Binder 2 Glass Fibers 81 41241.014-081 1 Black asphaltic fibrous material None detected Asphalt/binder 6 Cellulose, Glass fibers 2 Yellow foamy material None detected Foam, Binder 2 Cellulose 3 Black asphaltic fibrous material None detected Asphalt/binder 6 Cellulose, Glass fibers 4 White/blue rubbery material with foil None detected Rubber, Binder 2 Cellulose 5 Yellow foamy material with foil None detected Foam, Binder, Foil 3 Cellulose 6 White fibrous material None detected Filler, Binder 2 Glass Fibers 7 Black asphaltic material with woods None detected Aspahllic, Wood 2 Glass Fibers 82 41241.014-082 1 Black asphaltic fibrous material None detected Asphalt/binder 6 Cellulose, Glass fibers 2 Yellow foamy material None detected Foam, Binder 2 Cellulose 9of10 SEATTLE ASBESTOS TEST Lynnwood lobulnlory:19701 Scriber Lake 000d, SWI. 103, Lylnemod. WA 58036, TO 425.673.9850, Fes:425 6739810, 18r1.AP lab Code'. 200768.5 01.104 or. Tnls report must nut be 9110 by no aant to dabn pmduO cerkfuuia,, approval. or ealolement by Seel . Asbestos Test, LLC, NVLAP, 71157. or any agency of Ihe Federal govemment. ANALYTICAL LABORATORY REPORT PLM by Method EPA/600/R-93/116 Willem Mager.. Justin Day, Ma1bn 6/000 PBS Engineering and Esdm, Melissa Environmw0al, Seattle Meams 408r. 4 124 1.014 cu.. 201812311 samp!a Roca: 82 ora Metras: 8/14/2018 14:35:00 F,yn0 tee: South Base, Group Health 8668199 00000 + 2517 Eastlake Ave. E.. Suite 100. Seattle. WA 98102 t. a wd: 8l132018 Simples Mahood: 82 !�fJl Ammo kr s_mdmoo awmwud e/: 6sro1 aaaer Lab ID Client Sample ID Layer Description % Asbestos Fibers Non-fibrous Components % Non -asbestos Fib. 82 41241.014-082 3 Black asphaltic; fibrous material None detected Asphalt/binder 6 Cellulose, Glass fibers 4 White/blue rubbery material with foil None detected Rubber, Binder 2 Cellulose Yellow foamy material with foil None5 detected Foam, Binder, Foil 5 Cellulose e White fibrous material None detected Filler, Binder 2 Glass Fibers 10 of 10 Np- PBS Project South Base, Group Health Bldg Analysis requested: PLM Relinq'd by/Signature: Received by/Signature: E-mail results to: ❑ Brian loaf Will r ❑ Gregg Middaugh ❑ Mark Hiley ❑ Tim Ogden ❑ Prudy Stoudt-McRae TURN AROUND TIME: ❑ 1 Hour ❑ 2 Hours ❑ 4 Hours '(S ' LABORATORY CHAIN OF CUSTODY ❑ Cel Alvarez ❑ Janet Murphy ❑_KajSlinSou up ft M?rlio- stirs Justi ❑ Filmon Embaye L-„ yr--�z'4�1�oafs I 48 Hours Project #: 41241.014 Date: 8/13/18 Date/Time: ?Al y Date/Time: 41 If Elk . `._ O Mike Smith ❑ Ferman Fletcher ❑ Holly Tuttle O 8yan44on3er— - {'Melissa Mearn ❑ 3-5 Days O Other SAMPLE DATA FORM Sample # Material Location Lab 41241.014-083 12" dark blue VFT/yellow mastic 1" FI, Main warehouse office, SE area SAT -084 12" green camo VFT/yellow mastic 2"° FI, 2nd PI B218 kitchen -105 -085 12" gray camo VFT/black mastic 2" FI, D211 conference room -106 -086 12" pale green camo VFT/yellow mastic/residual black mastic 1"' FI, NE office space kitchen -107 -087 12" blue w/ white streaks VFT/ black mastic 1. FI, Main warehouse, SW entry -108 -088 12" white w/ black streaks VFT/black mastic 131 Fi, NE office space, SW area -109 -089 12" blue VFT/yellow mastic 1"' FI, Medical warehouse -110 -090 Carpet mastic/leveling compound/VFT/black mastic 2nd FI, D234 work area, SE area -111 -091 12" gray w/ white specks/yellow mastic 2nd FI, center office space server Rm -112 -092 12" tan camo VFT/yellow mastic/leveling compound 2"a FI, center E office space kitchen -113 -093 12" beige VFT w/ brown specks/black mastic 1"' FI, NW lab space center -114 -094 12" tan w/ brown spots VFT/yellow mastic 2" FI, Men's BR across kitchen -115 -095 12" tan w/ brown streaks VFT/black mastic 2"d FI, 13230 -116 -096 12" beige w/ brown streaks VFT/black mastic 1"' FI, Medical specimen lab hallway -117 -097 12° white w/ blue streaks VFT/yellow mastic 1"' FI, Medical warehouse, NW area -118 -098 Gray VSF 1"' FI, Central specimen lab storage -119 -099 Gray VSF/mastic/leveling compound/mastic 2" FI. NW office space. SE kitchen -120 -100 Off-white VSF 1"' FI, central specimen lab, NE area -121 -101 White VSF/black mastic 2" FI, Janitor's closet btw central BR -122 7,517 EASTLAKE AVENUE EAST, SUITE 100, SEATTLE. WA 95102 • 206.233.9639 MAIN • 866.727.0140 FAX • f 0SUSA.COM ''•••\:' PBS LABORATORY CHAIN OF CUSTODY -102 Tan VSFNFT/black mastic 2"d FI, D235 kitchen SAT -103 Carpet pad w/ mastic Main lobby stairs -104 Leveling compound/black mastic 1"' FI, NE office space, SW area -105 Carpet mastic/leveling compound 2"d FI, SW office space near W lobby desk -106 Carpet mastic/leveling compound 2n" FI, cafeteria, center -107 Carpet mastic 2n° F1, cafeteria conference room -108 Carpet mastic/black mastic 2n° FI, central women's BR lobby -109 Carpet mastic 2n° FI, C216 Conference Rm, center -110 Carpet mastic/leveling compound 2n0 FI, area around lobby stairs -111 Carpet mastic 20 FI NW office space, SW entry area -112 6" brown ceramic tile/grout/mortar 2" FI Cafeteria, NW entry -113 Orange peel texture 1. FI, NE office space, kitchen, N wall -114 " V' FI, Medical specimen lab hallway -115 " 2n" FI, outside B230 -116 " 2n° FI, center office space, S wall, center -117 2n° FI, NW office space, SW corner -118 " 2n" FI, Cafeteria conference Rm, E wall -119 GWB/JC 2"" FI, SW office space, SW corner -120 2nd FI, cafeteria conference Rm, NW corner -121 Wall panel mastic on paint 1"' FI, NE office space, E wall -122 Rail laminate w/ glue 2"d FI, lobby stairs -123 Wall panel 2nd FI, kitchen, near N entry -124 6" green CB/cream mastic 2" FI, cafeteria, NW area -125 Dark blue CB/cream mastic 1"' FI, Main warehouse office, SW corner -126 White CB/cream mastic 2nd FI, hallway outside SW office space -127 2x4 SACT 1"' FI, medical warehouse, SW area -128 2x4 SACT 2" FI, SW office space above W lobby desk -129 Yellow and cream stair tread mastic 1"' FI, SE hallway W stairs -130 Rubber stair tread, yellow mastic 1. FL, Main warehouse stairs to loft -131 Black sink undercoat 20 FI, SW office space, B218 kitchen -132 Gray sink undercoat 2"' FI, center office space kitchen -133 White sink undercoat 2" FI, cafeteria sink -134 Fiberglass insulation, paperback 1"' FI, NE office space, NE area 2517 EASTLAKE AVENUE EAST, SUITE 100, SEATTLE, WA 90302 • 200.233.9939 MA114 • 066.727.0140 FAX • I'05U5A.COM o G 0 Oo V W N A W N . 6 a A 0 co > 0 m N A 0 g + 41241.014-090 41241.014-089 41241.014-0881, A 00_� G V 41241.014-086 41241.014-085 41241.014-084 4 A Q o o W W W N + N -& co. W W N W N + N -& N -3 N -3 N -3 N X [ 3 9 CO S m Gray brittle materialll Yellow mastic 1 C m !Yellow mastic 0 m Beige tile Black mastic 0 IT/C a m w0 d Yellow mastic Yellow mastic CO C m CO N J co m u ° A LBlack mastic D1 o C ... Yellow mastic Pale green tile Trace black mastic 0 m -<0 3 g c_ m Yellow mastic W C • m N N N W 0 None detected None detected $ None detected None detected None detected None detected az m a None detected None detected Chrysotile None detected None detected None detected _ None detected None detected Chrysotile None detected az 'ft', a None detected None detected az 0 a None detected azazaz lam a pm a p_m a Asbett0, Men None detected.. Vinyl/binder, Mineral grains Filler, Binder to Q m Vinyl/binder, Mineral grains Mastic/binder VinyVbinder, Mineral grains VinyVbinder. Mineral rains Mastic/binder Filler, Binder, Paint Mastic/binder 01 o n, m Vinyl/binder, Mineral grains Vinyl/binder, Mineral •rains Mastic/binder Mastic/binder VinyVbinder, Mineral grains Mastldbinder VinyVbinder, Mineral grains a m ?m @,8 N- Mastidbinder VinyVbinder, Mineral grains Mastic/binder mQ 1 ta � N N W N N N N N Wn N N W 30 N N N N N N N N W N 33 A m E FP m Lc 2 c m 0 2 c_ 3 m 2 m c_ o m m 2 c Pn m m 2 c_ $( m f10 (34 cD N c_ c °m m m 2 m c °m m �D c_ g �i 2 m c_ ° `� CNS m c_ $ m 2 �D c c g g' m 2 m c m 2 c le n m c m �o 2 c m 2 c m n m c m n m c g n m c g n m c g n m c m I o m m - 'm rn 'A w n'i 6 a. no o. 0 A N no b A O m 0 O 0 AJ-. b 41241.014-098 it 0 A 00 41241.014-096 41241.014-095 N A 0 0 it 0 W N --• N -• N - A W N W N + N -& N -3 N -3 N -3 N X 1Gray brittle material Gray fibrous material with mastic 1 m N '=S White sheet vinyl Black mastic Gray fibrous material with mastic Off-white sheet vinyl CO? = m m = m Clear/white mastic Gray sheet vinyl Trace gray sandy/brittle material Clear/white mastic Gray sheet vinyl Yellow mastic N Trace black mastic Beige tile Tan tile Black mastic Yellow mastic - g m oatu4wm Trace black mastic N W 0 None detected None detected az m m n m None detected Chrysotile None detected azazazaZaz itsits m m a m m a w m a m m a m m a None detected None detected az m m a None detected az m 0 no a None detected None detected ( Z s 0 1a R None detected aZ m n m a Asbtttat Fibers None detected Filler, Binder m• A Vinyl/binder 1, Mastic/binder Binder/filler, Mastic/binder Vinyl/binder Mastic/binder ...am mg y- m m to n m a m m..ii Mastic/binder ' Mastic/binder VinyVbinder, Mineral grains Vinyl/binder, Mineral rains Mastic/binder m VinyVbinder, Mineral grains aam m N Goa, N (3 N N W N N N N N N NNN W ylN m C m m2 5c m m gl Z2g A i n a a C� Q Cellulose, Glass fibers Z R $ 2 C g mnR C 1 C 1 I. #. 2 L 2 C g e ' t n C 1 n G 1 n - 1 bO] C g§ C_ C ffi D C_ I O C m m C 1 G N@ 1 251? Eastlake Ave. E., Suite 100, Seattle. WA 98102 W O NO co V cn . A W N + ' 6 C 4 co O 4 N G + O f o O 4 N 41241.014-108 A O OV 41241.014-106 41241.014-105 41241.014-104 A G N C + co N -.. N + N + + W N + + N + N + N+ N + to A C Trace off-white powdery material with eint (Gray brittle/sandy material Gray mastic Brown ceramic n `mG c m m a F . m Yellow/orange mastic Gray brittle material Yellow mastic Orange mastic Black mastic Gray brittle material (Yellow mastic Orange mastic O ? m m a m Tan mastic Gray brittle material i 3 m o Gray brittle material Black mastic Yellow mastic White woven fibrous material Trace black mastic i 7 m g 1 W Y x az �o im a N None detected az mo F,3 a None detected None detected mo ASD B. 1 None detected Chrysotile None detected None detected moz g a None detected mo aro I »z . k n w & PeloeleP euoN None detected None detected None detected None detected None detected None detected None detected Chrysotile az �� o, None detected None detected Asbstes Fibers None detected Binder/filler, Paint Binder, Sand I Mastic/binder Ceramic/binder Filler, Binder Mastic/binder Filler, Binder F Q d 414 d P m a Mastic/binder Filler, Binder Mastic/binder Mastic/binder Filler, Binder Mastic/binder Filler, Binder Mastic/binder Filler, Binder Mastic/binder Mastic/binder Filler, Binder m m V 5 m Non-fibrous Components Vinyl/binder, Mineral rains N N] N CO A N� CU CO N N CO N co A N A N N W V N N x 0 F, C_ m m [ tD 2 pCp_ ppC_ m m m 0 None detected I 2 pC_p m 0 Synthetic fibers, Cellulose ( N ooC_ N 0 Synthetic fibers, Cellulose Synthetic fibers, Cellulose Synthetic fibers, Cellulose N oC_o W N 'CSynthetic fibers, ellulose n A `N pC_p ' m C. m A a 5 m pC_p m d Synthetic fibers, I Cellulose C_ O ID Synthetic fibers, I Cellulose om N pG_p Cpp_ m 0 ID m pC_p m 0 !Synthetic fibers m pC_p m 0 Nonssbeaos Fibers Cellulose W N -• O m C V W N A W N a 41241.014-125 O 4 A C 4 ts G 4 N o 4 41241.014-120 CO 4 +m 4 m O 4 v O 4 +m O ? N C r 4 A CO N + N + + N + N + N + N + + + + + + 1 Trace white powdery material with aint SU g m m Dark blue rubbery material Beige mastic Green rubbery material Brown fibrous material with paint m o a m Po n Brown brittle/rigid material While powdery material with paint Yellow mastic White chalky material with paper White powdery material with paint White chalky material with paper White powdery material with paint Trace off-white powdery material with paint and .a•r Trace white powdery material with paint and paper Trace white powdery material with paint and paper Trace white powdery material with aint Trace white powdery material with .:Int x az �o im a None detected None detected az mo F,3 a None detected None detected az mo 2g n None detected az mo sI a None detected az mo stm a None detected None detected None detected None detected az mo f,i a az mo 2m a None detected az mo a� n $ a Binder/Oiler, Paint °' Q g A c a a 3 Q n m Rubber/binder '±! m d Mastic/binder Filler, Binder, Fine particles m $ m m c a g g Binder/filler, Gypsum/binder Binder/filler, Paint Binder/filler, Gypsum/binder m m m m CO W a m m Binder/filler, Paint' m � m m m m a m 7 NaMbuus Co pmmh Binder/filler, Paint N co N N A Y N W WV N t W N x E $ do nW c c c_ R g c m c o m [m —_ 8 c_ 7u c 0 m c m c_ 4 nN c_ is c m c m nnW c m c m c m8' na e 0 m 2 c_ R 2 i c CD I 01 001 311010 '10V3 311N3 4411 • 864.727.0130 FAX • PSSUSA.COM O7 o ! .J31 • 2232; 00 (f 4T0•TpZit :#1,401,1 wtit it 41241.014-133 41241.014-132 41241.014-131 f2 / 141241.014-120 A A /t 4, A, -, -• IQ -a -a -. -a C., w -.7 Gray fibrous material Tan paper with black mastic na Z. White soft/loose material Gray soft/loose materiel I Black sof/loose material Yellow mastic Brown rubbery material Beige/yellow mastic Gray fibrous material with paint Gray fibrous material with paint Trace white powdery material with paint Beige mastic Description White rubbery material_ { f & r SW area, E elevation, center S elevation, center SW area, E elevation, NE corner 1 ?g \ ` , None detected 2ƒ 0z None detected |(|( None detected |° None detected None detected None detected None detected |i| 2® 5' y 5 Filler, Fine particles - it Filler, Fine particles ( 5 Rubber/binder Mastic/binder Paint, Filler, Pedite, Glass beads Paint, Filler, Pedite, Glass beads Binder/filler, Paint \ } Non-fibrous Components Rubber/binder ` co,_ / 2 z ; 1 None detected = - - - 1 Cellulose, Synthetic fibers - 0 CD - Cellulose, Glass fibers /i ! \ # i 7 = ! E ■ 0 | ! a O7 o ! .J31 • 2232; 00 (f 4T0•TpZit :#1,401,1 wtit I /§)§§) • 2 SAMPLE DATA FORM Sample # Material 1 Location Lab °' Ci o ƒ} S ^d , ± ( Vertical expansion joint caulking Caulking around air plenum Corner joint caulking Door frame caulking { f & r SW area, E elevation, center S elevation, center SW area, E elevation, NE corner 1 ?g \ ` , SW Chiller Rm, NW area / O7 o ! .J31 • 2232; 00 (f 4T0•TpZit :#1,401,1 wtit , , A. u m -.\ \ \ 141241.014-138 \ 41241.014-136 \ w , _. , .4 .4 i 1Trace gray soft/elastic material 1 Gray sandy/brittle material with paint \} Gray soft/elastic material with paint White soft/elastic material with paint Black sofi/etastic ,i material with paint ( [White soft/elastic material with paint Descripllun Green soft material wtih fibrous material !\ . i� ! None detected ig None detected |7 None detected .o | , kSa� ƒ Binder, Filler Sand, Filler, Binder, Paint Filler, Binder, Sand Binder, Filler, Paint Binder, Filler, Paint / Binder, Filler, Paint ( / 2 9o. \ _ = 2 = 2 2 . _ / f / 2 ( ( ( ƒ / / E ! | 9 XIUN3ddtl Former Group Health Bldg. - Hazardous Material Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro AA LEAD PAINT CHIP SAMPLE INVENTORY PBS Engineering and Environmental Inc PBS Project #41241.014 PBS Sample # Paint Color I Component or Substrate Sample Location Results (mq/kql Results (%I Lab 41241.014 -Pb01 White / GWB / Wall 1st FI, command center, S wall, E area <51 <0.0051 NVL 41241.014 -Pb02 Beige/ CMU / Wall 1st FI, Far W lab area, E wall <49 <0.0049 NVL 41241.014 -Pb03 White / CMU 1 Wall 1st FI, Generator Rm, NE wall <52 <0.0052 NVL 41241.014 -Pb04 Light blue / GWB / Wall 1st FI, Main lobby <53 <0.0053 NVL 41241.014 -Pb05 White / Metal / Fan Unit E secondary Roof, S side <55 <0.0055 NVL 41241.014 -Pb06 Dark green / Metal / Diesel Tank 1st FI, Diesel tank rm <150 <0.015 NVL 41241.014 -Pb07 White / GWB / Wall 1st FI, Main lobby, base of stairs <52 <0.0052 NVL 41241.014 -Pb08 White / Metal / HVAC unit E secondary roof, S side <52 <0.0052 NVL 41241.014 -Pb09 Brown / Wood / Beam 1st FI, main warehouse, E loft <54 <0.0054 NVL 41241.014 -Pb10 Yellow / GWB / Wall 2nd FI, Hallway outside C216 conference Rm <54 <0.0054 NVL 41241.014 -Pb11 Orange Red / GWB / Wall 2nd FI, cafeteria, NW entry <55 <0.0055 NVL 41241.014 -Pb12 White / GWB 1 Wall 2nd FI, C216 Conference Rm, NW corner <53 <0.0053 NVL 41241.014 -Pb13 White / GWB / Wall 2nd FI, SW office space, W entry <53 <0.0053 NVL mg/kg = Milligrams per kilogram August 16, 2018 < = Less than the Limit of Detection 1 of 2 Former Group Health Bldg. - Hazardous Material Survey 12400 E. Marginal Way South, Tukwila, WA - Parametrix/KC Metro AA LEAD PAINT CHIP SAMPLE INVENTORY PBS Sample # Paint Color / Component or Substrate Sample Location 41241,014 -Pb14 Purple / GWB / Wall 2nd FI, cafeteria, ramp to patio 41241.014 -Pb15 White / Wood / Rail 2nd FI, walkway to patio August 16, 2018 PBS Engineering and Environmental Inc. PBS Project #41241.014 Results (mglkgl Results (%), Lab <53 <54 <0.0053 NVL <0.0054 NVL mg/kg = Milligrams per kilogram < = Less than the Limit of Detection 2 of 2 1.888.NVL.LABS www.nvllabs.com (N\V August 14, 2018 LABS Willem Mager PBS Environmental (Seattle) 2517 Eastlake Ave E, Suite 100 Seattle, WA 98102 RE: Metals Analysis; NVL Batch # 1815530.00 Dear Mr. Mager, INDUSTRIAL HYGIENE SERVICES laboratory 1 Management 1 Training Enclosed please find the test results for samples submitted to our laboratory for analysis. Preparation of these samples was conducted following protocol outlined in EPA Method SW 846 -3051 unless stated otherwise. Analysis of these samples was performed using analytical instruments in accordance with U.S. EPA, NIOSH, OSHA and other ASTM methods. For matrix materials submitted as paint, dust wipe, soil or TCLP samples, analysis for the presence of total metals is conducted using published U.S. EPA Methods. Paint and soil results are usually expressed in mg/Kg which is equivalent to parts per million (ppm). Lead (Pb) in paint is usually expressed in mg/Kg (ppm) , Percent (%) or mg/cm' by area. Dust wipe sample results are usually expressed in ug/wipe and ug/ft'. TCLP samples are reported in mg/L (ppm). For air filter samples, analyses are conducted using NIOSH and OSHA Methods. Results are expressed in ug/filter and ug/m3. Other matrix materials are analyzed accordingly using published methods or specified by client. The reported test results pertain only to items tested and are not blank corrected. For recent regulation updates pertaining to current regulatory levels or permissible exposure levels, please call your local regulatory agencies for more details. This report is considered highly confidential and will not be released without your approval. Samples are archived for two weeks following analysis. Samples that are not retrieved by the client are discarded after two weeks. Thank you for using our laboratory services. if you need further assistance please feel free to call us at 206-547-0100 or 1-888-NVLLABS. Sincerely, Shalini Patel, Laboratory Analyst page 1 of 4 NVL Laboratories, Inc. 4708 Aurora Ave N, Seattle, WA 98103 p 206.547.0100 I F 206.634.1936 NVL Laboratories, Inc. 4708 Aurora Ave. N. Seattle. WA 98103 p 206.547.0100 1 1206.634.1936 1 wwwnrllabs.conl Analysis Report Total Lead (Pb) Client: PBS Environmental (Seattle) Address: 2517 Eastlake Ave E, Suite 100 Seattle, WA 98102 Attention: Mr. Willem Mager Project Location: South Base, Group Health Building Lab ID Client Sample # Sample RL in Weight (g) mg/Kg L ABS Batch #: 1815530.00 Matrix: Paint Method: EPA 3051/7000B Client Project #: 41214.014 Date Received: 8/13/2018 Samples Received: 15 Samples Analyzed: 15 Results in mg/Kg Results in percent 18079165 41214.014-Pb1 0.1957 51 <51 <0.0051 18079166 41214.014-Pb2 0.2056 49 <49 <0.0049 18079167 41214.014-Pb3 0.1912 52 <52 <0.0052 18079168 41214.014-Pb4 0.1874 53 < 53 <0.0053 18079169 41214.014-Pb5 0.1804 55 < 55 <0.0055 18079170 41214.014-Pb6 0.0680 150 <150 <0.015 18079171 41214.014-Pb7 0.1925 52 < 52 <0.0052 18079172 41214.014-Pb8 0.1925 52 < 52 <0.0052 18079173 41214.014-Pb9 0.1848 54 <54 <0.0054 18079174 41214.014-Pb10 0.1836 54 < 54 <0.0054 18079175 41214.014-Pb11 0.1806 55 <55 <0.0055 18079176 41214.014-Pb12 0.1884 53 <53 <0.0053 18079177 41214.014-Pb13 0.1884 53 < 53 <0.0053 18079178 41214.014-Pb14 0.1874 53 < 53 <0.0053 18079179 41214.014-Pb15 0.1839 54 < 54 <0.0054 Sampled by: Client Analyzed by: Yasuyuki Hida Reviewed by: Shalini Patel Date Analyzed: 08/13/2018 Date Issued: 08/14/2018 Shalini Patel, Laboratory Analyst mg/ Kg =Milligrams per kilogram Percent = Milligrams per kilogram / 10000 Note : Method QC results are acceptable unless stated otherwise. Unless otherwise indicated, the condition of all samples was acceptable at time of receipt. Bench Run No: 2018-0813-9 RL = Reporting Limit '<' = Below the reporting Limit page 2 of 4 NVL Laboratories, Inc. 4108 Awora Ave 0. sem ile. WA 98103 p 206.547.0100 11206.634.1936 I www.nvIlabs.com LEAD LABORATORY SERVICES Company P_BS_EnvironmentaL(Seattle)___.____ Address 2517 Eastlake Ave. E,. Suite 100..__ Seattle, WA98102___-.-.____. Project Manager Mr_ Willem. Mager. ... . ... Phone (206)233-9639 Office: (80,0)628-9639_ NVL Batch Number 1.815530.00, _ .... TAT 1 Day AN No Due Date_.. 8/14/2018. Time..- . 3:10 PM Email willem.mager@pbsusa.com Fax (866),727-0140.. ... .. Project Name/Number: 4121.4.014__.__.-___ Project Location: South Base, Group. Health Building.. Subcategory Elame_AA_(EAA)_ _ .. Item Code EAA-02____.. __.__EP_A20.00B_Lead by_FAA<_paint>- Total Number of Samples Lab ID Sample ID Description IN\ IYL.. L A BS Rush Samples __ A/R 1 18079165 41214.014-Pb1 NVL A 2 18079166 41214.014-Pb2 NVL A 3 18079167 41214.014-Pb3 -Pb03 A 4 18079168 41214.014-Pb4 ❑ Faxed ❑ Emalled A 5 18079169 41214.014-Pb5 E secondary Roof, S side A 6 18079170 41214.014-Pb6 A 7 18079171 41214.014-Pb7 -Pb08 A 8 18079172 41214.014-Pb8 Brown/wood/beam A 9 18079173 41214.014-Pb9 2"° Fl. Hallway outside 0216 conference Rm A 10 18079174 41214.014-Pb10 A 11 18079175 41214.014-Pb11 -Pb13 A 12 18079176 41214.014-Pb12 Purple/GWB/wall A 13 18079177 41214.014-Pb13 2n4 FI, walkway to patio A 14 18079178 41214.014-Pb14 A 15 18079179 41214.014-Pb15 A Print Name Signature Company Date Time Sampled by Client Relinquished by Courier Office Use Only Print Name Signature Com an Date Time Received by Nicholas Dossegger Material NVL 8/13/18 1510 Analyzed by Vasuyuki Hide NVL NVL 8/13/18 1s1 FI, Far W lab area, E wall Results Called by -Pb03 White/CMUNVaII 10 FI, Generator Rm, NE wall -Pb04 ❑ Faxed ❑ Emalled 1e1 FI, Main lobby - White/metal/fan unit E secondary Roof, S side Special _ Instructions:.. — Date: 0/13/2010 Time' 3'21 PM Fnlered Fly Nicholas Dossegger page 3 of 4 ..1.1 PBS LABORATORY C 1815530 Project: South Base, Group Health Building Analysis requested: AAS for Pb Relinq'd by/Signature:_? Received by/Signature: �� � I__..J,. E-mail results to: ❑ apStan(ord ['''Willem M_a_ge17 ❑"Gre- y Middaugh ❑ Mark Hiley O Tim Ogden ❑ Prudy Stoudt-McRae TURN AROUND TUNE: O 1 Hour ❑ 2 Hours ❑ 4 Hours ❑ Cel Alvarez 0 Janet Murphy ❑ Kaitlin.Snu 3y; 0Mar I - ua'" l- Justin Day ❑ Filmon Embaye 24 Hou1y� ❑ 48 Hours Project 6: 41214.014 Date: 8/13/18 Date/Time: 111? (tJ4 / Date/Time: 6113 �51. t,yvr t� ❑ Mike Smith ❑ Ferman Fletcher ❑ Holly Tuttle ❑ Ryan Hunter ©"Melissa Meanies ❑ 3-5 Days O Other.___.____ SAMPLE DATA FORM Sample 6 Material Location Lab 41241.014-Pb01 White/GWB/wall 10 FI, command center, S wall, E area NVL -Pb02 Beige/CMU/wall 1s1 FI, Far W lab area, E wall -Pb03 White/CMUNVaII 10 FI, Generator Rm, NE wall -Pb04 Light blue/GWBNVaII 1e1 FI, Main lobby -Pb05 White/metal/fan unit E secondary Roof, S side -Pb08 Dark green/metal/diesel tank 1° FI, Diesel tank nn -Pb07 White/GWB/wall 10 FI, Main lobby, base of stairs -Pb08 White/metal/HVAC unit E secondary roof, S side -Pb09 Brown/wood/beam 10 FI, main warehouse, E loft -PblO Yellow/GWB/wall 2"° Fl. Hallway outside 0216 conference Rm -Pb11 Orange Red/GWB/wall 2n4 FI, cafeteria, NW entry -Pb12 White/GWB/wall 2"0 FI, C215 Conference Rm, NW corner -Pb13 White/GWB/wall 2n4 FI, SW office space, W entry -Pb14 Purple/GWB/wall 201 FI, cafeteria, ramp to patio -Pb15 White/wood/rail 2n4 FI, walkway to patio 1017 EASTLAKE AVENUE EAST. SUITE 100, SEATTLE, WA 98102 • 206.233.9639 MAIN • 866.727.0140 FAX • P6SUSA.COM page 4 of 4 SUOi )!IJap 3 )QUN3ddV • • Certificate of Completion This is to certify that Martin Joseph I. Estira has satisfactorily completed 4 hours of refresher training as an AHERA Building Inspector to comply with the training requirements of TSCA Title II, 40 CFR 763 (AHERA) 164658 Certificate Number ARGUS n° Dec 6, 2017 Date(s) of Training TRAINING•CONSULTING Exam Score: N/A If appropriate: Expires in 1 year. Instructor ARGUS PACIFIC, INC / 1 900WEST NICKERSON ST, SUITE 315 / SEATTLE.WASHINGTON 98119 / 206285.3373 / ARGUSPACIFIC.COM • • • Certificate et Completion This is to certify that Willem A. Mager has satisfactorily completed 4 hours of refresher training as an AHERA Building Inspector to comply with the training requirements of TSCA Title 11, 40 CFR 763 (AHERA) 165414 Certificate Number Instructor Feb 7, 2018 Expires in 1 year. Date(s) of Training Exam Score: N.A If appropriate: ARGUS PACIFIC INC 11900 WEST NICKERSON ST SUITE 315 I SEATTLE.WASHINGTON 98119 1 206.285.3373 I ARGUSPACIFICCOM City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 6, 2019 Jennifer Lee King County Transit 201 S Jackson St, M/S KSC-TR-0431 Seattle, WA 98104-3856 RE: Request for Extension #1 Permit Number D18-0258 Dear Ms. Lee, This letter is in response to your written request for an extension to Permit D18-0258. 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 August 21, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D18-0258 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov King County Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC-TR-0431 Seattle, WA 98104-3856 Phone: (206) 263-8272 Fax: (206) 684-1900 January 7, 2019 City of Tukwila Jerry Hight, Building Official Permit Center, Building Division 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 Re: Request for extension up to 180 days Permit No. D18-0258 South Interim Bus Base - Demolition Permit Expires On: 02/21/19 Dear Mr. Hight, RECEIVER CITY OF TU KW€Lei JAN 0 7 2019 PERMIT CENTER King County Metro Transit is finalizing contracting documents for contractor to start worl, this month. We request the "City of Tukwila grant us a permit extension as we currently estim;:te that the contractor will substantially finish demolition by May 2019. Sincerely, Jennifer Lee, Real Property Agent Cc: Bill Rambo, Permit Tech Request for Extension # 1 Current E niration Date: Extension Request: tApprowd for l r0 days _ Denied (provide explanation) l Signature/Initials /#/ 1/2/2019 City of Tukwila Department of Community Development JENNIFER LEE 201 S JACKSON ST M/S KSC-TR-0431 SEATTLE, WA 98104 RE: Permit Application No. D18-0258 KING COUNTY METRO - DEMOLITION 12400 E MARGINAL WAY S Dear JENNIFER LEE, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/21/2018, 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 2/21/2019. 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: D18-0258 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 �rt City of Tukwila October 02, 2018 Department of Community Development JENNIFER LEE 201 S JACKSON ST M/S KSC-TR-0431 SEATTLE, WA 98104 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0258 KING COUNTY METRO - DEMOLITION - 12400 E MARGINAL WAY S Dear JENNIFER LEE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: MAX BAKER at (206)-431-3683 if you have questions regarding these comments. • Demolition cannot be approved until SEPA review is complete. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, chele Ripley Permit Technician File No. D18-0258 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 DKS 719 Second Avenue, Suite 1250 Seattle, WA 98104-1706 206-382-9800 www.dksassociates.com MEMORANDUM DATE: September 12, 2018 TO: Cyndy Knighton 1 City of Tukwila David McPherson 1 City of Tukwila FROM: Mike Usen 1 DKS Trevor Daviscourt I DKS Christian Thompson 1 DKS SUBJECT: Driveway Spacing Memo for City of Tukwila PROJECT OVERVIEW King County Metro has purchased the parcel adjacent to its existing South Base and Component Supply Center CSC from Group Health, containing a 600 -stall parking garage and an administrative building. There are currently two driveways which access the site, shown in Figure 1. The parking garage will receive minor upgrades prior to reopening for Metro employee parking in January 2019. The former Group Health administration building will be demolished and replaced with bus parking and temporary maintenance and operations buildings will be constructed. Metro anticipates capacity for up to 126 buses, though as few as 90 may be based at this site depending on parking configuration. Both existing driveways at the project site accessing E. Marginal Way will be re -purposed for bus -only use. A new internal connection east of the parking garage will provide internal circulation through the South base primarily for buses departing via the SR 599 on-ramp. Additionally, a new driveway is proposed from E Marginal Way for Metro employee vehicles entering and exiting the parking garage. Seattle, WA • Portland, OR • Salem, OR • Oakland, CA • Sacramento, CA • Anaheim, CA • Austin, TX DKS Page 2 11-1 . ,1 Garage n r of 'L Existing Driveway Configuration --- 5-,. - --- Existing Driveway Alignment Figure 1: Existing Driveway Configuration Draft 9/7/2018 To improve transit operations and safety, Metro plans to separate ingress and egress of buses and employee vehicles with dedicated bus and employee driveways. To achieve this objective, Metro intends to provide a new driveway for employee vehicles only in order to utilize the existing southernmost driveway as a bus -only entrance and existing north driveway near 124th St as a bus -only exit. Buses are expected to use this entrance from southbound on E Marginal Way by turning left into this entrance. The extensive length of this driveway will allow bus queuing to occur on-site rather than on E Marginal Way. King County Metro South Base Expansion September 12, 2018 DKS Page 3 Southbound buses will exit the new base by way of the existing SR 599 on-ramp via a planned connection through South Base. Northbound buses will exit by turning right onto E Marginal Way using the existing driveway controlled by the 124th St traffic signal that formerly served as Group Health's main entrance. This exit will be right turn only. Employee vehicles will enter and exit from the proposed curb cut to the garage that is separate from the bus movements. Proposed vehicle circulation is shown below in Figure 2. Proposed Vehicle Circulation Existing Driveway Boundary Proposed Driveway Boundary Bus Circulation Employee Vehicle Circulation mot Ems MO ow 4111111111111111111 Draft 9/7/2018 Figure 2: Proposed Vehicle Circulation King County Metro South Base Expansion September 12, 2018 DKS Page 4 Issues to Resolve The distance between the existing Component Supply Center CSC driveway and the existing former Group Health main entrance at 124th St meet the City's spacing standards. The City of Tukwila's "minimum corner clearances for signalized intersection control" for 30 MPH roadways (the posted speed limit for this section of E Marginal Way is 25 MPH) is 115 feet. (Tukwila sheet RS -30 Mic Driveway Design & Location — Access Spacing & Corner Clearances). This project cannot achieve 115 feet of clearance for the proposed curb cut for employee vehicle access to the garage between the existing CSC driveway and the former Group Health main entrance. This is because the total site frontage on E. Marginal Way between the existing curb cuts is insufficient to construct the proposed garage driveway more than approximately 90 feet from the nearest existing driveway. Figure 3 shows an approximation of the amount of space between the driveways. F 1/ WASH /`ASOVE4 o No FUEL TANKS; �g1 0 it it ,..120 WyWPYS FJST Wo"". .�3g5 ft, w ®N Approximate Driveway Spacing Existing Driveway Alignment Proposed Driveway Alignment EN 1mm Nos num Figure 3: Approximate Driveway Spacing Draft 9/7/2018 King County Metro South Base Expansion September 12, 2018 DKS Page 5 Proposed Solutions Metro requests that the City of Tukwila allows this relatively minor deviation from the City's standards. As discussed below, engineering analysis of the proposed reduction in access spacing demonstates that neither safety nor operational performance would be compromized by the proposed configuration. To maximize driveway spacing on E. Marginal Way, the proposed two-way driveway for employee vehicle access to and from the existing parking garage will be located as close as possible to the south wall of the garage, approximately 125' south of the existing Component Supply Center driveway. To further maximize driveway spacing, the existing driveway at 124th St will be narrowed and only the southern portion will be used. The driveways will be approximately 90-105 feet apart (measured curb -to -curb), which is slightly less than the City's standard 115 -foot minimum spacing. According to City Traffic Engineer Cyndy Knighton, Tukwila may permit the proposed spacing if the applicant demonstrates engineering judgment and address sightlines, turn radii and vehicle queuing. Sightlines Sightline considerations were determined using guidance from AASHTO's Green Book - A Policy on Geometric Design of Highways and Streets, 6th Ed 2011, Section 9.5 Intersection Sight Distance. Intersection sight triangles for the proposed employee garage access driveway were drawn in accordance with Figure 9-15-B, Table 9-6, and Table 9-8. This analysis determined that sight triangles at the driveway intersections as proposed by Metro would be clear with the exception of several small landscaping trees that may need to be trimmed or removed to meet sightline requirements. Figure 4 displays an approximation of the sightline diagram. King County Metro South Base Expansion Approximation of Sightlines" Driver's View Point Sight Triangle Existing Driveway Alignment e— - Proposed Driveway Alignment ' Source: AASMO - APoky on Geometric Design of Highways end Sheets, Sth Ed 2011. Seton 92 Draft 9/7/2018 Figure 4: Approximation of Sightlines September 12, 2018 DKS Page 6 Turn Radii The vehicle turning radius at the employee garage driveway are not anticipated to be a concern as these will be standard passenger vehicles using a standard 90 -degree driveway approach. Potential impacts of Metro's 40 and 60 -foot buses exiting the site onto E Marginal Way were analyzed using AutoTURN software within AutoCAD computer aided design. The results showed that exiting buses would not cross over into oncoming traffic when turning right onto E Marginal Way with the proposed curb configuration. Queuing Vehicle queuing is not expected to be an issue. Synchro models of expected volumes for both employee vehicles and buses accessing proposed transit base entrances on E Marginal Way S would be very low. The highest volumes of buses would exit the base before Tukwila's AM peak period and after the PM peak period. In addition, approximately half the buses will exit onto SR599, thereby avoiding Tukwila streets entirely. Employee vehicle volumes are expected to be less than 40 per hour during each peak period. King County Metro South Base Expansion September 12, 2018 MINIMUM ACCESS POINT SPACING WHEN DIRECTLY OPPOSING DRIVEWAYS ARE NOT POSSIBLE STREET SPEED2 (MPH) DIMENSIONS A3 B 4 C 4 25 105 105 105 30 125 125 125 35 150 150 150 40 185 185 185 45 230 230 230 CO s a ® -J CURB LINE (TYP) A MINIMUM CORNER CLEARANCES FOR STOP SIGN INTERSECTION CONTROL (FEET) DIM OPERATION SPEED 30 35 40 45 A 115 135 150 180 B 85 105 120 140 C 115 135 160 180 D 115 135 160 180 E 105/0 135/0 160/0 180/0 0 N U A STREET �laf CH w W N ACCESS POINT CURB LINE (TYP) MI I H z D a E U MINIMUM CORNER CLEARANCES FOR SIGNALIZED INTERSECTION CONTROL (FEET) DIM OPERATION SPEED 30 35 40 45 A 230 275 320 365 B 115 135 160 180 C 230 275 320 365 D 230 275 320 365 E 115/0 135/0 160/0 180/0 NOTES: U A trJ K a STREET SIGNAL X INCH U Q CURB LINE (TYP) 1. ACCESS POINT SPACING ONLY FOR PUBLIC STREETS. THIS SHALL BE A GUIDELINE FOR PRIVATE STREETS. 2. REFERS TO POSTED SPEED OR OPERATING SPEED, WHICHEVER IS GREATEST. 3. BETWEEN THE NEAREST EDGES OF TWO-WAY ACCESS POINTS. DISTANCES BETWEEN ADJACENT, ONE-WAY ACCESS POINTS (WITH THE INBOUND ACCESS UPSTREAM) CAN BE ONE-HALF THE DISTANCES. 4. ACCESS POINTS DIRECTLY OPPOSITE FROM EACH OTHER WHEN POSSIBLE. WHERE IT IS NOT POSSIBLE, THESE DIMENSIONS WILL APPLY. 5. WHERE ACCESS POINTS ARE TO BE SIGNALIZED, A MINIMUM SPACING OF 600 FEET TO ANY OTHER SIGNALIZED INTERSECTION SHOULD BE MAINTAINED. 6. ACCESS POINT NEAR STOP OR SIGNAL CONTROLLED INTERSECTIONS SHOULD BE CHECKED TO DETERMINE WHETHER STOPPING QUEUES WILL BLOCK THE ACCESS POINT. 7. IN CASES WHERE ACCESS SPACING IS NOT ATTAINABLE BECAUSE EXISTING FRONTAGES ARE NARROW OR HAVE PHYSICAL CONSTRAINTS, ACCESS POINTS SHOULD BE LOCATED AS CLOSE TO THE TABULATED VALUES SHOWN ABOVE AS POSSIBLE. THE CITY ENGINEER SHALL BASE ALL SUCH DECISIONS ON MAINTAINING NEEDED CORRIDOR CAPACITY AND SAFETY. NOT TO SCALE • City of Tukwila MIC DRIVEWAY DESIGN & LOCATION ACCESS SPACING & CORNER CLEARANCES SHEET: RS -30 REVISION #1: 08.03 APPROVAL: B. SHELTON I PERMIT COORD COPY PLAN REVIEW/ROUTING SLIF PERMIT NUMBER 'D18-0258 DATE: 10/12/18 PROJECT NAME: KING COUNTY METRO - DEMOLITION SITE ADDRESS: 12400 E MARGINAL WAY S Original Plan Submittal Revision # before Permit issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division n Public Works Fire Prevention Structural n M.1i)2 M7 Planning Division tow \15 ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/18/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 11/15/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 �ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0258 DATE: 08/21/18 PROJECT NAME: KING COUNTY METRO - DEMOLITION SITE ADDRESS: 12400 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Building Division Dtthii KV/ Public Works Public Works Vfi PSN G11.1\c'S Fire Prevention Structural M) Goth lig I I (15 Planning Division ❑ Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 08/23/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) DUE DATE: 09/20/18 Denied n (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 10' Departments issued corrections: Bldg Fire 0 Ping PW 0 Staff Initials: lg.- 12/18/2013 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Note: there are no revisions only note of SEPA status. Please let applicant know whether in-person submittal of response on this form is required. 10/10/18 Plan Check/Permit Number: D 18-0258 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # 1 Response to city comment ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: KING COUNTY METRO - DEMOLITION Project Address: 12400 E MARGINAL WAY S Contact Person: Jennifer Lee Phone Number: Summary of Revision: 206-263-8272 City comment: Demolition cannot be approved until SEPA review is complete. RCCCIVt response: King County completed SEPA review 9.21.18 and comment CITY OF TUKWILA period ended 10/5/18. No comments received. PERMIT CENTER Note: there are no revisions only note of SEPA status. Please let applicant know whether in-person submittal of response on this form is required. Sheet Number(s): No revisions - "Cloud" or highlight all areas of revision including date of revision Ir//l/,'7 Received at the Ciby: emailed Rachelle �& Max —aker on 10.10 18 City of Tukwila Permit Center P Y ❑ Entered in TRAKiT on C:\Users\Rachelle-R\Desktop\Revision Subminal Form.doc Revised: August 2015 City of Twr 'ila Business License License #: BUS -0994450 Issued Date: 01/01/2019 Expiration Date: 12/31/2019 Bus Lic-Outside Cpntractor RHINE DEMOLITION LLC 1124 112TH ST EAST TACOMA, WA 98445 UBI: 603071050 Nature of Business: DEMOLITION & ABATEMENT SERVICES Business Name: RHINE DEMOLITION LLC Business Address: 1124 112TH ST EAST, TACOMA, WA 98445 FINANCE DIRECTOR i9 Itc LICENSEE AGREES TO COMPLY WITH ALL THE REQUIREMENTS OF CITY ORDINANCES AND STATE LAWS APPLICABLE TO THE BUSINESS ACTIVITY LICENSED HEREUNDER. This license is to be displayed conspicuously at the location of business and is not transferrable or assignable. Please note the following guidelines in the operation of your business: It isnecessa:y to contact the Finance Office at 206-431-3680 in the event your business: . Moves within the city limits of Tukwila . Moves outside the city limits . Ceases operation . Changes ownership . Changes use or type of operation . Will be having a special event (such as a tent sale, parking lot sale or any other event) outside its routine operation. 2. Additional licenses are required if your business has live music/entertainment, tow trucks, amusement devices, solicitors/peddlers, or adult entertainment. 3. Any retail sales tax generated in Tukwila needs to be reported to the Washington State Department of Revenue, under sales tax code # 1729. 4. Tukwila business license renewals are mailed to all licensed businesses in December and payable without penalty until January 31. Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of )Labor & Industries [Search L&I A -Z Index Help illy 1..&1 Workplace Rights Trades & Licensing RHINE DEMOLITION LLC Owner or tradesperson Principals RHINE, DOUGLAS S, MANAGER RHINE, VIRGINIA J, MANAGER SIMMONDS, JOEL D, MANAGER LEINGANG, BLAYNE M, MANAGER Doing business as RHINE DEMOLITION LLC WA IJBI No. 603 071 050 Parent company RHINE GROUP INC 1124 112TH ST E TACOMA, WA 98445 253-537-5852 PIERCE County Business type Limited Liability Company Governing persons BLAYNE M LEINGANG DOUGLAS S RHINE; VIRGINIA J RHINE; JOEL D SIMMONDS; 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. RHINEDL893BE Effective — expiration 01/03/2011— 01/03/2021 Bond TRAVELERS CAS & SURETY CO $12,000.00 Bond account no. 105523864 Received by L&I Effective date 01/03/2011 01/01/2011 Expiration date Until Canceled Insurance Axis Surplus Insurance Company $1,000,000.00 Policy no. SP002224-02-2018 Received by L&I Effective date 02/28/2018 03/01/2018 Expiration date 03/01/2019 Help us improve Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. 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. Account is current. L&I Account ID 176,586-02 Doing business as RHINE DEMOLITION LLC Estimated workers reported Quarter 4 of Year 2018 "Greater than 100 Workers" L&I account contact TO / GARY HONG (360)902-4823 - Email: HONC235@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 11/27/2017 Inspection no. 317946948 Location 5 South G Street Tacoma, WA 98405 Inspection results date 08/15/2017 Inspection no. 317944798 Location 1001 Minor Ave. E. Seattle, WA 98122 Inspection results date 09/28/2016 Inspection no. 317941811 Location 300 8th Ave N Seattle, WA 981G9 Inspection results. date 09/16/2016 Inspection no. 317940845 No violations Under appeal. The results of the inspection are being challenged. Date of appeal 11/16/2017 No violations Violations Help us nprove Location 700 NE Thatuna Pullman, WA 99164 Inspection results date 11/18/2015 Inspection no. 317937741 Location 300 W. Laurel St. Bellingham, WA 98225 Inspection results date 11/18/2015 Inspection no. 317937800 Location 1124 112th St E Tacoma, WA 98445-3710 Inspection results date 03/24/2015 Inspection no. 317934837 Location 409 Puyallup Avenue Tacoma, WA 98421-3710 Inspection results date 10/10/2014 Inspection no. 317552941 Location 505 Madison St Seattle, WA 98104 Inspection results date 10/10/2014 Inspection no. 317607133 Location 505 Madison St Seattle, WA 98104 Inspection results date 09/30/2014 Inspection no. 317396471 Location 2535 Airport Way S Seattle, WA 98134 Inspection results date 05/08/2014 Inspection no. 317276319 Location 1124 Columbia St. Seattle, WA 98104 No violations Violations No violations No violations No violations Violations No violations Help us improve Inspection results date 04/23/2014 Inspection no. 317274397 Location 918 Division Ave Tacoma, WA 98403 Inspection results date 09/05/2013 Inspection no. 316865427 Location 10430 Renton -Issaquah Road SE Issaquah, WA 98027 Inspection results date 07/03/2013 Inspection no. 316828896 Location 8398 NE 12th Street Medina, WA 98039 Violations No violations No violations © Washington State Dept. of Labor & Industries. 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