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Permit D19-0347 - CENTERPOINT / AUCTION HOUSE - DEMO BUILDINGS, WATER TOWER AND PORTION OF FIRE DAMAGED WATER TREATMENT BUILDING
AUCTION HOUSE DEMO 8801 E MARGINAL WAY S COMPLEX FINALED 08/02/2022 D19-0347 0 ���mm �~�~�m/�°=° U ��n� «�n n"wm^��un«m of ---__—_---= Community Development — 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206'431-3670 Inspection Schedwhng;h#tpo//tokw-egov.aspgov,com/BP/|ndem'htm| Fire Inspection Request Line: 206'575'4407 Web site: http:/yxmmw.Tubmi|aVVA.gmu Parcel No: 5422600060 Address: DEVELOPMENT PERMIT Permit Number: D19-0347 QQO1EMARGINAL WAY SCOMPLEX Issue Date: 7/8/2021 Permit Expires On: 1/4/2022 Project Name: AUCTION HOUSE DEMO Contact Person: Contractor: Name: License No: Name: 1808 SWIFT DR, OAK BROOK, WA, 160523 K4|KESNYDER NELSON WORLDWIDE Phone (206) 408' 639 12VnSTHAVE, SUITE 130V,SE4TTLE, WA, 98101 SIERRA CONSTRUCTION O}INC. Phone: (425)487-5200 148OONENORTH VVOOD|NVLLfWAY, xvOOD|NV|LLE'WA, 9O07Z 3|ERR[C145N8 Expiration Date: J/31/30ZZ OWNER FUNDED DESCRIPTION OF WORK: DEMOLITION OF EXISTING 2 STORY OFFICE BUILDING, EXISTING MANUFACTURING BUILDING, EXISTING OUT BUILDING, EXISTING WATER TOWER, PORTION OF EXISTING FIRE DAMAGED WATER TREATMENT BUILDING, ALL SLAB FOOTINGS, UNDERGROUND UTILITIES, AND ON -SITE RETAINING WALLS. EXISTING PAVING AREA TO REMAIN. PVVACTIVITIES INCLUDE WATER SERVICE & FIRE LOOP CAPPING, 64NSEWER & STORM DRAINAGE: CAPPING, EROSION CONTROL Project Valuation: $1,053,112.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type ofConstruction: Electrical Service Provided by: Tukwila Fees Collected: $48,086.80 Occupancy per IBC: Water District: Tukwila Sewer District: Tukwila Current Codes adopted bVthe City of Tukwila: f4 International Fire Code Edition: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2018 2018 2018 2018 2018 2018 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2020 2020 2020 2018 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: 0 Fill: 0 Number: 0 No 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. 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. 8: 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) 9: All interior demo debris must be removed prior to demo of the automatic sprinkler system. 10: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. (City Ordinance #2435) 7: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 11: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 12: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 13: ***PUBLIC WORKS PERMIT CONDITIONS*** 14: CaII to schedule mandatory pre -construction meeting with the Public Works Inspector, (206) 438-9350. 15: The applicant or contractor must notify the Public Works Inspector at (206) 438-9350 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. 16: 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. 17: Permit is valid between the weekday hours of 7:00 a.m. and 5:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 18: No work under this permit during weekend hours without prior approval by Public Works. Coordinate with the Public Works Inspector. 19: 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. 20: 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. 21: Any material spilled onto any street shall be cleaned up immediately. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 23: 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. 24: The Land Altering Permit Fee is based upon an estimated cubic yards of cut and _ 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. 25: 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. 26: 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. _ 27: Water utilities shall beplugged atthe 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. Sewer is provided by King County Metro. Capping at the property line seems like a practical approach. |nthe event that the Future Development uses the existing connection to the King County sewer, the side sewer shall be inspected by the applicant. The City of Tukwila shall submit the inspection video and report along with the design for the connection to the existing side sewer to King County WTD for review. The connection will need tobeapproved bythe City ofTukwila and King County VVTD. 28: In the event that the existing side sewer is not used for the future development the connection shall be capped at the connection point to the King County WTD sewer and abandoned by filling the existing side sewer. The City of Tukwila and King County WTD will need to review and approve the plan for abandoning the side sewer in place. Information shall be submitted to King County WTD at LPA.TEAM@kingcounty.gov 29: \nthe event that the existing side sewer isnot used for the future development the connection shall be capped at the connection point to the King County WTD sewer and abandoned by filling the existing side sewer. The City of Tukwila and King County V%fTD will need to review and approve the plan for abandoning the side sewer inplace. information shall be submitted to King County WTD at LPA.TEAM@kingcounty.gov 30: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811o, 1-800' Z4-5555. 31: Work affecting traffic flows shall be closely coordinated with the Public Works Inspector. Traffic Control Plans shall besubmitted tnthe Inspector for prior approval. 32: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control, Sweep orotherwise clean streets tnthe satisfaction ofPublic Works each night around hauling route (No flushing aUmwed). Notify Public Works Inspector before 12:0ONoon on Friday preceding any weekend work. 33: Any material spilled onto any street shall becleaned upimmediately. 34: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site orinto existing drainage facilities. 35: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior tothe Final Inspection. 36: From October 1through April 30,cover any slopes and stockpiles that are ]H:lVu,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 nnsite a,the beginning ofthis period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 37: From May I 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. 38: The applicant shall submit to the Department of Ecology a "Notice of Intent for Construction Activity." A copy ofthe Notice bavailable at the Public Works Permit Center. 39: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit at all times, 48: Pavement mitigation fees may apply tnthis permit. Amount estimated ,nbexxxsq. ft. x Sxx.xx per sq. ft,= $x,xxx.xx. Final measurement to be made in the field by the Public Works Inspector prior to Public Works 41' FIRE CONDITIONS FOR APPROVAL - The existing buildings Fire Protection System must be maintained and monitored until demolition. A FIRE TANK REMOVAL permit will be required for each ABOVE/UNDERGROUND tank on site. 20' wide Fire Access road must be maintained to all buildings during demolition. HOT WORKS FIRE permit required for demolition. - Must maintain Fire Hydrant coverage during demolition and construction. - Provide a list of building addresses that are to be demolished, so the unused address can be retired. Email this document to FireMarshal@TukwilaWA.gov and reference this Demo permit. 42: All work must 6eincompliance with SEPAE19-00O2. PERMIT INSPECTIONS REQUIRED Permit Inspection Scheduling: https://tukvv-egovanden.hmm| Fire Inspection Request Line: 206-575-4407 1700 BU|U}|NGRNAL** 5200 EROSION MEASURES S210 EROSION MEASURES FNL FIRE FINAL 5040 LAND ALTERING 0101 PRE'CON6TKUCT0NBLDG 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 5070 SANITARY SIDE SEWER 5090 STORM DRAINAGE 5100 STREET USE 5130 WATER METER 'PERM 0 Site Address: 8801 E. Marginal Way S. Tenant Name: OY OLLS4e 1:),04(n 0 PROPERTY OWNER Name: CenterPoint Properties Address: 725 S. Figueroa St, Suite 3005 City: Los Angeles State: CA Zip: 90017 CONTACT PERSON — person receiving all project communication Name: Mike Snyder - Nelson Worldwide Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: 206.408.8639 Email: msnyder@nelsonww.com DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Mike Snyder - Nelson Worldwide Address: 1200 5th Ave, Suite 1300 City: Seattle State: WA Zip: 98101 Phone: 206.408.8639 Email: msnyder@nelsonww.com GENERAL CONTRACTOR INFORMATION Company Name: Sierra Construction Company, Inc. Address: 14800 NE North Woodville Way City: Woodinville State: WA Zip: 98072 Phone: 425.487.5200 St Contr Reg No.: CCS I ERRCC145N8 Exp Date: 3/31/2( Tukwila Business License No.: BUS-0997512 CITY OF TUKWILA Community Development Department Public Works Departinent Permit Center 6300 Southeenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. _P I CA 3(4 7 Project No. Date Application Accepted: JO- Date Application Expires: 11. For ojlce 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. **Please Print** SITE INFORMATION King Co Assessor's Tax No.: 542260-0060 Suite Number: Floor: New Tenant: El . Yes ..No ARCHITECT OF RECORD Company Name: N/A Address: City: State: Zip: Phone: Email: ENGINEER OF RECORD Company Name: NIA Address: City: State: Zip: Phone: Email: LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: CenterPoint Properties Address: 725 S. Figueroa St„ Suite 3005 City: Los Angeles State: CA zip' 90017 MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: N/A Address: City: State: Zip: Phone: W: Permit Center (Rachelle) \Applications \Word \Construction Permit Application Revised 6.2019.docx Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ $1,053,112 00 Existing Building Valuation: $ N/A Describe the scope of work (please provide detailed information): Demolition of exisitng 2 story office building, existing manufacturing building, existing out building, existing water tower, portion of existing fire and on -site retaining walls. Existing paving area are to remain. Will there be new rack storage? Li.. Yes 51].. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC " Floor Total area of bldg. footprin's to be de ol tion: 246,003 SF 2' Floor 3rd Floor Floors thru Basernent Accessory Structure* Garage 0 Attached 0Detached Carport 0 Attached 0 Detached Covered Deck Uncovered Deck PLANNING DIVISION INFORMATION — 206-431-3670 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407 ..... ..Sprinklers LI Automatic Fire Alarm [k] ....,..None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? D Yes (X] .......No ij ''yes', attach list o materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets, I PUBLIC WORKS INFORMATION — 206-433-0179 0 ...Permanent Water Meter Size (1). WO # (2) " WO # (3) " WO # 0 ...Temporary Water Meter Size (1). WO # (2) " WO # (3) " WO # 0 ...Water Only Meter Size ....... .... „ WO # 0 Deduct Water Meter Size „ 0 ...Sewer Main Extension Public 0 Private 0 0...Water Main Extension Public 0 Private 0 Note: All existing underground utilities wily be capped no further than 5' inside of the property line. NV: hermit Center (Rachelle)\Applications Word \Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 2 of 3 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each, The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 0 AUTHORIZED AGE Signature: Date: 10/18/19 Print Name: Ryan Oley - CenterPoint -Properties Day Telephone: 510.506.1947 Mailing Address: 725 S. Figueroa St, Suite 3005 Los Angeles City CA 90017 State Zip W: Permit Center (Rachelle)\Applications \ Word \Construction Permit Application Revised 6-201 9.docs Revised: June 2019 Page 3 of 3 t1;941.,,Z;C:,/' cl?ri VC: V40Crki rr-rip) r • CA10,0,40,k !.1016 DESCRIPTION ACCOUNT QTY COMMENTS PAID PermitTRAK $42,320.79 D19-0347 Address: 8801 E MARGINAL WAY S COMPLEX APN: 5422600060 $42,32079 DEVELOPMENT $41,407.63 PERMIT FEE R000.322.100,00.00 0 $9,003.74 WASHINGTON STATE SURCHARGE B640.237.114 0 25.00 PW CONSTRUCTION PLAN REVIEW R000.322.100.00.13 0 $13,263.23 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0 $13,263.23 PLAN CHECK FEE R000.345.830.00.08 0 $5,85243 PUBLIC WORKS 0,00 BASE APPLICATION FEE R000.322.100.00.13 250 00 TECHNOLOGY FEE $663,16 TECHNOLOGY FEE R000.322.900.04.00 0 6663.16 TOTAL FEES PAID BY RECEIPT: R21988 42,320,79 Date Paid: Monday, June 21, 2021 Paid By: CENTERPOINT PROPERTIES TRUST Cashier: Iwer Pay Method: CHECK 298121 Printed: Monday, June 21, 2021 9:16 AM 1 of 1 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME 4,do ✓1 1-10CA-cse DeJ'17PERMIT # 1)19-03q 7 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 (95E A--ri q(A 64"*A46pow.') $250 (1) 2. Enter total construction cost for each improvement category: Mobilization Erosion prevention Water/Sewer/Surface Water Road/Parking/Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1,5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B+C+D) $ .,. (4) REVIEWED rUR 5. Enter total excavation volume cubic yards CODE COMPLIANCE Enter total fill volume cubic yards APPROVED Use the following table to estimate the grading plan review fee. Use the eater of the excavation and fill volumes. JUL 0 8 2021 QUANTITY IN CUBIC YARDS RATE City of Up to 50 CY Free BUILDiiNG 51-100 $23.50 101-1,000 $37.00 1,001 — 10,000 $49.25 10,001 — 100,000 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 —200,000 $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees ukwila DIVISION $ (5) TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION • (1+4+5) $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review FectECEIVEO CITY OF TUKWILA JAN 21 2020 PERMIT CENTER Approved 09.25.02 Last Revised 01.01.19 CORRECTION LTR# 1 013L17 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 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. 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 lst 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 01.01.19. • 6 r . 2 41 (6) (7) (8) (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 (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 1. Other Fees Total A through I $ (10) DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 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 $70.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2019 -12.31.2019 Total Fee 0.75 $625 $6,416 $7,041 1 $1125 $16,040 $17,165 1.5 $2425 $32,080 $34,505 2 $2825 $51,328 $54,153 3 $4425 $102,656 $107,081 4 $7825 $160,400 $168,225 6 $12525 $320,800 $333,325 Approved 09.25.02 Last Revised 01.01.19 Temporary Meter 0.75" $300 2.5" $1,500 3 Cash Register Receipt Ieceipt Number City of Tukwila R18910 DESCRIPTIONS ACCOUNT QUA PermitTRAK D19-0347 -Address: 8801 EMARGINAL WAY S COMPLEX . ,Apn. 5422600 DEVELOPMENT TITY I PAID fr, 2-- 5,766.01 5 766.01 $5,766.01 PLAN CHECK FEE R000.345.830.00.00 0.00 $5,766.01 TOTAL FEES PAID BY RECEIPT: R18910 $5,766.01 Date Paid: Thursday, October 24, 2019 Paid By: CENTERPOINT PROPERTIES TRUST Pay Method: CHECK 276825 Printed: Thursday, October 24, 2019 11:19 AM 1 of 1 CR SYSTEMS D DI= -1.74 -70 r- cr' \ -Z. \ rn 4 .; -",•• vs" APPROX LRAM OF EXISTING BULDINQ TO REMAIN RETAIN AND PROTECT PORTION OF EXISTING WILDING DEMOUT1ON SCHEDULE GUY ANC 0 w/LU me. MW-358 MW-35A \ EXISTING BUILDING FOOTPRINT AREA =16,560 50.FT. BLDG.13H.E0I -1 `.• IE 8" CMP E=5.40 REMCVE MISCELLANEOUS ITEMS INCWDING SIGNS, STEEL PLATES AND TRUCK SCALE REMOVE BUILDINGS, STRUCTURES & WALLS, LADDERS & STAIRS REMOVE GATES, GUARDRAILS & FENCES STORM STRUCTURES & PIPES I REMOVE SEWER STRUCTURES & PIPES RDIOVE WATER STRUCTURES, FITTINGS & PIPI REMOVE POWER POLES, STRUCTURES & APF'URIENANCES REMOVE GAS UNES & APPURTENANCES WESTERN MOST BUILDING OF F TO BE DEMOUSHED WITH THE IN OF WATER QUALITY FACILITY INSIDE BUILDING. PRESERVE AND 'ORTION OF BUILDING TO REMAIN. GROUNDWATER MONITORING WELLS PARGE POINTS NOT WITHIN THE rat -26C ,IW-26B MW-26A SA41i SEW 1 LIFT, S • -°J W/GUARDPOS . 113, MW7-7A • - CHAINL1NK FENCE W-25A. - NOY CONC. POWER UILITY VAULT (NO PIPES) H w/WV v,/GUARD POSTS IRE SHEL` ROOF '.ADDER 0644 <, • 7 1 a" DI ;CULVE JG-BOX WTR. , • NNEL MW -4 MW- 406 A CB-D I a'srPB-.1 .... \-- -------CEI_S Er PLATE ‘ „ ..... .1:, . 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NtW'r; 4 4 A • . • 411 • • 'a A 4. 4 • . . LIGHT •. • • - '..- . • ' • .e. • . ,...`-„ i tfANDARD ' - RIM=9::26. :• • -4.. ie ..-1-:-..' si; '1' 4 '.. - ' ''''. .4' ...; 1 ."'; CO.Np. N --s 4.21 , . 18",tONC• E...L. 3.74 '' - ' ,,,' . 187. ,cdric. W 1‘4" - --7,---- 3.794 : • 7 . : 4" '.74' •' ...: - . • 4 ' .4 ' MtilNITOR WEI.L,. 41i•-,- - • • • - - N.: .RIM..:',CAS21- - Ii. TOP 'PVC ELE\1.--..s-E . • A -4. A - • -4 • • • • 4 • • 4'. 4 . a :. • • • 44 " _-- .CONC.. REJAIN:. ,1 1- - I \� lD ��! BLDG. COR\1' BUILU1�G W'LY OF LIN 4 = 13,70 t SO,I 25.4' OVE OT BY CB-GG(32)-' t/1 /'/� SEWER EASEMENT ya / REC. No, 6061204 SSMH-E // RIM=13, 08 /'° / 8 CONC E 6, 93 / / 8" CONC W = 6,98 // ,/ / / SSMH-J / //RIM=14, 14 // / 8" CONC W = 6,61 /4) / 12" CONC E = 6,38 // / / yo / // / /ya/ /// /./ IAGE EASESENf (CONTINUES OFFSITE TO SOUTH) No, 2716188 7 CB-HHM�; 1 �1 '1WER Pt� w UMIMAIR SD 0. GUYIANC IR Z 0 9 A r tj 3 q? w� a, , , I.001)f G a 3 � ALA, APN 542260-0015 1 n51-4 ))u� oYt t6C ValU6 Ckt R Out t\ Wafer MG46r5 � SDMH-N }0 �u KW� Ala{ RIM=15.08 V>I1,Vr sm 514T PluG Ai Trier 24" ADS N = 7.93 36" CONC NE = 3. C8 36" CONC SW = 2.98 ESIII', REC, No. 2717257© FIR:i HYD, AN A+0 PROTECT ESSTt 3 SEWE IMANiOLE 0. POWER OLE w/LUMIM 'RE SIGNAL 0 1 0 r fMOI- ITION PLAN EAST FOR CENTERPOINT TUK'bNILA PORTION OF THE SE 114 AND THE SW 114 OF SEC, 23 TOWNSHIP 24 NORTH, RANGE 4 EAST, W,111, CITY OF TUKWILA, KING COUNTY STATE OF WASHINGTON POWER POLE w/LUMIMAIRE VAN AND T/1 POWER MH SIGNAL LOOP ONC. RET. POWER POE w/GUY ANCHOR,_ w/GURRDPOS'TS Q ONC, REST FIRE STAND PIPE(TYP BOLLARD(TYP) 2)WATER MH CB-SSS(44) - 3 _CB-BBBB(43)_ FPSP FH w/FPSP w/WVSD w/GUARDRAIL CB ITT WATER BLOW -Off ri `CB-UUU(41) UKNOWN STRUCTURE Soto full OF DIRT TEL MH SSC 5 0 IPOWER POLE PANEL SIGN w/LUM. Cc \vc cio nq c/ 3utO� assogty V i F,� G �� �y,s�ull ?Jcl, i r\ Vxiix Oil otmta IVNIA. SIGNAL POLE w/LUMIMAIRE 7 0 0 1 1 / 0 A Q 1' 4 / / 0 7 0 9� City of Tukwi a Department of Community Development 1/3/2022 ERROL RAMIREZ 1200 5TH AVE, SUITE 1300 SEATTLE, WA 98101 RE: Permit No. D19-0347 AUCTION HOUSE DEMO 8801 E MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Nora Gierloff, Director In reviewing our current records, the above noted permit has not received a final inspection by the City ofTukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 2/13/2022. Based on the above, you are hereby advised to: 1) If your project is ready for an inspection login to the City of Tukwila's Online Portal https://tukw- egov.aspgov.com/BP/index.html to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 2/13/2022, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Amy Wardian Permit Technician File No: D19-0347 63/1/1 Snuthranipr Rnulpvnrd uitp*IMO • Tnirwiin Wachinainn OR! RN • PhnnP 2(M-4t?1- 367/1 • Par 20K-471-?665 City of Tukwila Department of Community Development July 15, 2020 MIKE SNYDER - NELSON WORLDWIDE 1200 5TH AVE, SUITE 1300 SEATTLE, WA 98101 Correction Letter # 2 DEVELOPMENT Permit Application Number D19-0347 AUCTION HOUSE DEMO - 8801 E MARGINAL WAY S Dear MIKE SNYDER - NELSON WORLDWIDE, 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 - C DEPARTMENT: Meredith Sampson at (206)-431-3661 if you have questions regarding these comments. • Decision for SEPA application E19-0002 must be determined prior to approval of demolition. 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 206-433-7184. Sincerely, Laurie Werle Permit Technician File No. D19-0347 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 1, 2020 Mike Snyder Nelson Worldwide 1200 Fifth Ave - Suite 1300 Seattle, WA 98101 RE: Request for Application Extension #1 Permit Number 1119-0347 Dear Mr. Snyder, This letter is in response to your written request for an extension to Application Number D19-0347. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extendthe above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit application through October 24, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D19-0347 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov CO Bill Rc�rnbo From: To: Mike Snyder <M5nvder@nebonvwvcom> Tuesday, March 10,20204:49PK4 Bill Rambo 0ey, Ryan Request for Extension ' Permit Application #D19'O347 Thank,,fou for phone call clarification. Please find below the letter to request permit application extensi( -i. 2/10/2020 To: Building Official City ofTukwila Department ofCommunity Development Subieci:Permit Application No. d19'U347 Auction House Demo nECEIVED CITY OF TUKWILA ��� 1 � ���� r��x �� ��uwPERMIT OENTER P|eaaeucceptthis|etterasarequesttoextendpennitapp|icaton#D1g-0847 Auction House Demo. Our initial submittal date oazurred on 10/24/2019. We received the initial 1" cycle of comments from Planning and Public Wurks on ll/Z4/2-019.VVereceived subsequent red -lines Public works comments via U.S. Mail on12/S/ZO19.Our �eamoaddressed the comments and resubmitted for 2nd review on 1/21/2020. Per the City's on-line permit status tracker, the Z"«cycle review was to be complete on 3/5/2020. Planning completed their review on 2/26/2020, As of today's dzte 3/10/2020, Public Works has not completed their review. " » Per the letter I received today from Bill Rambo, Permit Technician dated 3/5/2020, our permit applicatiorl expires on 4/24/2020, 180 days from our initial submittal. Due to the extended review time by Public Works, we arr. requesting a permit application extension of 90 days in the event that any additional comments and/or review times -.:rom the reviewing departments extends the process past 4/24/2020. If you have any questions or comments regarding this request for extensign, please do not hesitate to co-vitact me directly, Mike Snyder Director t�..^ � ��oza ����5��# / ^^����u .c^/^"�'���"� / Direct 2OG4Q88G3Q New Email: K8Gnyder@ne|sonvmwconn VVW8W.NELSONVVORLDVV|OE.COKA VVVVW.CRAFTARCH|TECTS.CQK8 FORMERLY CRA;T ARCHITECTS �� � 4ApprovcdKv days SnutureALoi\iab .' ' z / � City of Tukwila Department of Community Development 3/5/2020 MIKE SNYDER - NELSON WORLDWIDE 1200 5TH AVE, SUITE 1300 SEATTLE, WA 98101 RE: Permit Application No. D19-0347 AUCTION HOUSE DEMO 8801 E MARGINAL WAY S Dear MIKE SNYDER - NELSON WORLDWIDE, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 10/24/2019, 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 UNDER REVIEW and is due to expire on 4/24/2020. 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 xt is determined tiat 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: D19-0347 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 NELSON 1200 5th Ave, Seattle, WA 98101 January 20, 2020 Frankie Alexander, Permit Technician City of Tukwila - Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Re: Development Permit Application Number D19-0347 Auction House Demo 8801 E. Marginal Way S. Dear Frankie: REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 8 2021 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 21 2020 PERMIT CENTER This letter is written in response to the letter dated November 27, 2019 regarding Auction House Demo Responses are as follows: Planning Department: 1. Comment: Decision for SEPA application E19-0002 must be determined prior to approval of demolition. Response: Noted PW Department: CORRECTION LTR# 1. Comment: Applicant shall contact Larry Fischer, Dept. of Fisheries & Wildlife regarding the 18" CNC storm outfall pipe abandonment. PW assumes that the MH will stay, however the Dept. of Fisheries shall determine if the outfall pipe shall be plugged from the river side and filled with CDF, left as is or other pipe abandonment method shall be implemented. Response: Per a conversation with Laura Arber from DFW the 18" CNC storm outfall pipe willl remain operational therefore not requiring any work or separate permit. Additional modifications will be made, as necessary, to the existing stormwater lift station to keep the outfall operational with proposed use. 2. Comment: Submit a letter from DOE that they don't object to proposed demolition, since DOE was recently conducting bioremediation of soils and ground water on the site. Response: (a) the demolition of vertical elements will not result in the removal of any portion of the existing hard cover at the Property. Demolition of existing hard cover will be included with the grading submittal package and is reliant on the issuance of a NPDES General Discharge Permit. 7 T.. WWW.NELSONWORLDWIDE.COM bl '9°5 January 2CL3U2O Qwv. Pernit#C49'O347 Page (b) Removal of the vertical elements does not involve any impacted soils or groundwater and is not a "remedial action" under the jurisdiction nfEcology; (c) Ecology's clean-up process for the property is separate from the redevelopment. That being said the proposed IAWP (which underwent Ecology review before being made available for public comment) contemplates redevelopment and removal ofthe building; and (d) As such, a letter from Ecology that they have "no objection" is not required. 3' Comment: Add PVVStandard Construction notes per attached PVVBulletin BI Response: PW Standard Construction Notes have been added to sheet 05wf the plans. 4' Comment: Since Public works fee aebased onthe %ofsite construction cost please add the cost pmthe first page on the attached PW Bulletin A2. Response:. See the attached Bulletin A2for requested site construction costs. S' Comment: Provide an erosion/sediment control plan to protect riverbank and adjacent properties. Response: An erosion and sediment control plan is provided for this phase of demolition work. 6' Comment: Show construction entrance ifneeded for demolition debris, Response: Aconstruction entrance has been shown, with anote added tmbminstalled asnecessary. The contractor plans tokeep the site paved during the building demolition, however, based onfield conditions. I Comment: Revise your plans per 3 attached red -lines. Contingent on response to these corrections, further plan review may request for additional corrections. Response: Additional notes per the redlines have been added tmthe plans. Kind Regards, Mike Snyder Director NELSON � Joanna Spencer From: Lan`pard K4ark<Marklampand@kingcountygov> Sent: Friday, December 20'20191O:45AM To: Joanna Spencer Cc: Isaac, Bob; David McPherson; [ao'Ternessa;Dicks, Daniel; LPATEAM; Foss, Steve;LPA TEAM Subject: RE: RE: Insurance Auction site a.k.a. Pacific Car & Foundry @ 8801 East Marginal Way Joanna, Thank you for the call. Capping at the property line seems like a practical approach. |twill give them the option to reuse the connection, Please add the following information to your Public works permit in relation to the side sewer. |nthe event that the Future development uses the existing connection tothe King County sewer the side sewer shall he inspected by the applicant. The city of Tukwila shall submit the inspection video and report along with the design for the connection to the existing side sewer to King County WTD for review. The connection will need to be approved by The City of Tukwila and King County \NTD |nthe event that the existing side sewer is not used for the future development the connection shall be capped at the connection point to the King County WTD sewer and abandoned by filling the existing side sewer. The CiryofTukwila and King County WTD will need to review and approve the plan for abandoning the side sewer in place. Submit information toKing County VVTDatLPAJEAK4@kingcounty.pov Please let n*eknow ifyou have any comments orquestions. Thank you, Mark Note: This email has been sentfrom the Local Public Agency (LPA) Program'snew team email: /poteam @k/nqcountv.qox Goingforward, please respond and submit all new requests and inquiries to this email. Thank you for your patience as we manage the new LPA Team email, Mark Lompard,RE Local Public Agency (LPA)Program LPwCoordinamr King County Dept. o/Natural Resources & Parks Wastewater Treatment Division (wnD) From; Lampard, Mark Sent Tuesday, November 26,3Ol99:56AkA Tm:]oanna.SpencerUDTuhxv|aVVA.Qov Cc: Isaac, Bob <Qob.|saac@kingcounty.gov»;David. K8cPhemon@Tukwi|aVVA.gov;Cao'Ternessa^tcam@ldngcounty.gcw>; Dicks, Daniel <Danie|.Oicks@kingcounty.gov>;LPATEAM <LPA.TEAW1@kingcounty.gov> Subject: RE: Insurance Auction site a.k.a. Pacific Car & Foundry @ 8801 East Marginal Way 1 D19411111100541 1, ^ Joanna, Bob Isaac passed your email along to me regarding the redevelopment of the old Paccar si-te at 8801 East Marginal Way S. The capping ofand reconnection tothe existing side sewer/private sewer falls under the City ofTukvx|a'sjurisdiction. Since it is an existing direct connection to King County WTD's line we appreciate the notification. In the event that the existing sidesewer/private sewer needs replacement and/or reconnection to the Kfng CountyNTD sewer King County will need to review and approve the new connection. Has the applicant inspected thesewer(s) they are planning to reuse? Please send usacopy ofthe plans for our review. Thank you for contacting us, Note: This email has been antfroxnthe Local Public Agency (LPA)Progrom'snew team enwil: /poteunr@kin0county.qov, Going forward, please respond and submit all new requests and inquiries tothis email. Thank you for your patience as we manage the new LPA Team email. Mark Lampam��E. Local Public Agency (LPA) Program LPAConn1inator King County Dept. ofNatural Resources &Parks Wastewater Treatment Division (WTn) (206)477-54141|pa.team(@kinx,vuntv.mov From: Joanna Spencer ^1oanna.Spencer(cDTukwi|uVVA.gnv> Sent: Thursday, November 14,ZO194:3O:O2PK8 To: Isaac, 8«8.|saac0akingcountv,Aov> Cc: Joanna Spencer <]manna.Spencer(cDTukwi|aVVA.eov> Subject: Insurance Auction site a.k.a. Pacific Car & Foundry @ 8801 East Marginal Way S important to us.8e��ous�Do,il ` - ' ' suspicious links or attachmerits. Hello Bob, PW has received an application for demolition of all the bldgs. on site. PW assumes that the site is oansewer. Dothey need asewer capping permit from NCfor demolition. Centerpointthe property owner isproposing construction ofa414,DODsqftwarehouse b|dg.and one ofthe existing K8Honsite. Does KCneeds tVreview their plans? Please advise. JOANNA SPENCER Development Engineer Tukwila Public Works G3OOSouthcenterBlvd, Suite 1UO'Tukwila, VVA9Q18Q'2S44 Phone: 3O643l'2440 Fax: 2O6431'3665 mot�� ' or open connected toMetro plans toconnect to 2 BUDGET PROPOSAL: Demolition Centmrpmint Tukwila CONSTRUCTION COMPANY. INC. aswsR^LcourR«cTpn Sierra Construction is pleased to provide, for your review, the following budget proposal for Site Demolition: Cenlwppint-Tukwila * Budget Documents: o BarghausenDemolition Plan D1'D3dated October 21",ID19 General w General Conditions for this portion are included inthe mobilization w Pricing excludes VVSST. • Permits and Utility Fees except asnoted below. • Special inspection and Geotechnica| are not included. Division Sitewvork Denmm|itwn 1. K8obi|ization/Genera|[onditions $56232.00 I installation ofTESC $78,500-00 I Maintenance ofTES[ $17,500.00 4. Demolition ofSite Improvements (Aapha\t/Concrete} $514,760-00 S. Denno|tionmfUnderground Utilities S107,315.00 6' Grand Total $784,215'00 Division 17: Exclusions w Environmental issues, clean-up nrhandling. * SDCFee's,Impact Fee'sorBuilding Permits. w Nnwork has been included for dock equipment, lights orseals. REViEWED FOR CODE COMPLIANCE APPROVED JULN� ��� ��M� ��v CUy'f Tukwila BUILDING DIVISION CORRECTION lb 19%- 0 3 Jq 7 RECEIVED CITY OF WKWILA --'—— uw2C Page 1 of 1 City of Tukwila Department of Community Development November 27, 2019 MIKE SNYDER - NELSON WORLDWIDE 1200 5TH AVE, SUITE 1300 SEATTLE, WA 98101 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0347 AUCTION HOUSE DEMO - 8801 E MARGINAL WAY S Dear MIKE SNYDER - NELSON WORLDWIDE, 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: Meredith Sampson at (206)-431-3661 if you have questions regarding these comments. • Decision for SEPA application E19-0002 must be determined prior to approval of demolition. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments„ • 1) Applicant shall contact Larry Fisher, Dept. of Fisheries & Wildlife regarding the 18" CNC storm outfali pipe abandonment. PW assumes that the MH will stay, however the Dept. of Fisheries shall determine if the outfall pipe shall be plugged from the river side and filled with CDF, left as is or other pipe abandonment method shall be implemented. • 2) Submit a letter from DOE that they don't object to proposed demolition, since DOE was recently conducting bioremediation of soils and ground water on the site. • 3) Add PW Standard Construction notes per attached PW Bulletin B2. • 4) Since Public Works fees are based on the (Y0 of site construction cost please add the cost on the first page of the attached PW Bulletin A2. • 5) Provide an erosion/sediment control plan to protect riverbank and adjacent properties. • 6) Show construction entrance if needed for demolition debris. • 7) Revise your plans per 3 attached red -lines. Contingent on response to these corrections, further plan review may request for additional corrections. 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. 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. Sincerely, Frankie Alexander Permit Technician File No. D19-0347 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPO PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0347 DATE: 07/01/21 PROJECT NAME: AUCTION HOUSE DEMO SITE ADDRESS: 8801 E MARGINAL WAY S COMPLEX o Original Plan Submittal Response to Correction Letter # 2 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works 0 Fire Prevention Structural El Planning Division Permit Coordinator Awc- 7‘4/ El PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 08/26/21 LJ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg D Fire El Ping D PW Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0347 PROJECT NAME: AUCTION HOUSE DEMO SITE ADDRESS: 8801 E MARGINAL WAY 5 Original Plan Submittal $ Response to Correction Letter # DATE: 01/21/2020 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division 1-5 A C 031/2.190%213 Public Works 1111 Fire Prevention Structural Planning ivj on Permit Coordinator III PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: 11•11111111111111111111ME110, DATE: _01/23120 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews Notation: 411111•MMI111111111111=NM• DUE DATE: 03/05/20 Approved with Conditions Denied (ie: Zoning Issues Fire Fees Apply REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg LI Fire D Ping PW Staff Initials: 12/18/2013 op A!T COOP.D COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0347 DATE: 10/25/2019 PROJECT NAME: AUCTION HOUSE DEMO SITE ADDRESS: 8801 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division (i) DV* Public Works f\u, toi Fire Prevention F anning Division Structural Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable E (no approval/review required) DATE: 10/29/19 Structural Review Required REVIEWER'S ITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/26/2019 Approved Corrections Required n LI Approved with Conditions 0 Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: \re 1/101,0 zeit" REV E ER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire 0 Ping PW Di Staff Initials: 12/18/2013 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 CORRECTION/INCOMPLET E SUBMITTAL Corrections/Incomplete submittals must be attached to your permit if started electronically at Construction Permits (aspgov.com). Date: 06/30/21 Plan Check/Permit Number: D19-0347 Response to Incomplete Letter # X Response to Correction Letter # Project Name: AUCTION HOUSE DEMO Project Address: 8801 E MARGINAL WAY S COMPLEX Contact Person: Bridget Fisher Summary of Revision: Decision for SEPA application E19-0002 has been determined. Phone Number: 213-330-6287 The general contractor is Sierra Construction Co., Inc. and their business license number is 600634891 Sheet Number(s): "Cloud" or highlight all areas of correction including date of correction RECEIVED JUL 012021 Community Development C:\Users\bfsher\Desktop\CORRECTION 1 Submittal Form (003).doc Revised: January 2021 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: q 130d° Plan Check/Permit Number: D19-0347 O Response to Incomplete Letter # Response to Correction Letter # 1 I=1 Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner O Deferred Submittal # RECEIVED CITY OF TUKINIL, JAN 2 I Ka PERMIT CENTEF Project Name: Auction House Demo Project Address: 8801 E Marginal Way S Complex Contact Person: IYV Ike Phone Number: .10(e • HD Summary of Revision: &Log cz-uzzcl%4 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on c 11,21 bora A hi CAUsers\Frankie-A \DesktopNR.evision Submittal Form. dog Revised: August 2015 7/8/2021 0 wLarnor rIn'dustrie;i, ps://lni.wa.ma SIERRA CONSTRUCTION CO INC Contractors SIERRA CONSTRUCTION CO INC Owner or tradesperson Principals BASNAW, RICHARD L, PRESIDENT ADLER, NANCY, SECRETARY MILLER, JOHN W, MEMBER COLLINS, ROGER D, PRESIDENT (End: 04/27/2009) COLLINS, KIMBERLY J, SECRETARY (End: 04/27/2009) Doing business as SIERRA CONSTRUCTION CO INC WA UBI No. 600 634 891 14800 NE North Woodinville Way WOODINVILLE, WA 98072 425-487-5200 KING County Business type Corporation Governing persons ROGER D COLLINS RICK BASNAW; NANCY ADLER; 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. SIERRCC145N8 Effective — expiration 08/28/1986— 03/31/2022 Bond Safeco Ins Co of America Bond account no. 69s012754 $12,000.00 Received by L&I Effective date 05/07/2012 04/20/2012 Expiration date Until Canceled Insurance Alaska National Insurance Co $1,000,000.00 Policy no. 21C LY 11741 Received by L&I Effective date 03/26/2021 03/31/2021 Expiration date 03/31/2022 Insurance history Savings No savings accounts during the previous 6 year period. https://secure.lni.wa.gov/verify/DetaiLaspx?UB1=600634891&LIC=SIERRCC145N8&SAW= 1/5 =100' 0 50 100 200 GENERAL SITE NOTES 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE —CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE —CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT—OF—WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS —BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. 13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS, INC., PRIOR TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN CONSULTING ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET. PROJECT INFORMATION TAX ACCOUNT NUMBERS 542260-0060-03 & 542260-0015-09 SITE ADDRESS 8801 EAST MARGINAL WAY SEATTLE, WA 98108 CALCULATED LAND AREA 1,070,502 ± SQ. FT. [or 24.575 ± ACRES] CURRENT OWNER CENTERPOINT 8801 MARGINAL LLC, A DELAWARE LIMITED LIABILITY COMPANY LAND USE GOVERNING JURISDICTION CITY OF TUKWILA, WASHINGTON FLOOD INFORMATION FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: FIRM (FLOOD INSURANCE RATE MAP) MAP No. 53033C0645 F, COMMUNITY NO. 530091 IN THE CITY OF TUKWILA, KING COUNTY, WASHINGTON — PANEL 645 OF 1725, DATED MAY 16, 1995. MOST OF THE SUBJECT PROPERTY IS IN ZONE "X" — "AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN" A SMALL PORTION OF THE SUBJECT PROPERTY ALONG THE WEST BOUNDARY IS IN ZONE "AE" — SPECIAL FLOOD HAZARD AREAS INDUDATED BY 100—YEAR FLOOD BASE FLOOD EVEVATIONS DETERMINED — 8.4 FEET (NGVD '29) (SEE DRAWING). BASIS OF BEARING: NAD83/91 (PER WSDOT) WSDOT DESIGNATION GP17099-239 (MONUMENT ID 3294), A FOUND WSDOT BRASS DISK ON NORTHEAST SIDE OF SR99, JUST SOUTH OF IDAHO STREET WAS HELD FOR PUBLISHED NAD83/2007 POSITION AND A LINE WAS CALCULATED TO A FOUND WSDOT BRASS DISK AT THE NORTHWEST CORNER OF OVERPASS OF I-5 ON BOEING ACCESS ROAD, WSDOT DESIGNATION HC17-1 (MONUMENT ID 130). BEARING BETWEEN THESE MONUMENTS WAS HELD AS S33'25'23"E VERTICAL DATUM— NGVD 1929 (NAVD88= NGVD29+3.53') NOTE: LANDSCAPED AREAS WILL BE LINED TO PREVENT STORMWATER INFILTRATION IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE I.A.W.P. TO BE APPROVED BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY. Know what's below. Call before you dig. � \\\1\11r'"�1\1\\1\ z. =j m ` \ow \ \1 111 l 11111\U ,\\\\ l (i) \1111 \ 1```\ \\\ Z \►\\1\► �, 0%1\\ \1111\ o: 1\1\1\\ \ \1\011 1" p.-� \\\\\\‘\ \\\1\ ttt \\\\\\\ 1\\\\\1\\ \ a\1\\\ \\‘‘‘,‘,.,1‘,-,:‘,‘,‘ \\\`� \\1\\a1\ ‘1�1'ih \111\\, \1 \\ \\ \11\w 1\1\1\s \ \1\\\\1 \ 1\ } \` I. \\`\\\\\\\ a ,�, 1 \\1\ \11-------- DEMOLITION COVER SHEET FOR CENTERPOINT TUKWILA PORTION OF THE SE 1/4 AND THE SW 1/4 OF SEC. 23, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON 200' SHORELINE BUFFER 100' SHORELINE BUFFER N88'51'02"W 1506.71' PROPOSED BUILDING FOOT PRINT=414,400 SF FF=13.0 EXISTING LOT LINE TO BE REMOVED BY BLA N88'51'34"W 1561.97' LEGAL DESCRIPTIONS: (PER CHICAGO TITLE INSURANCE COMPANY COMMITMENT NO. CCHI1802403NT, DATED OCTOBER 8, 2018) PARCEL 1: S88'51'02"E 1058.10' A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38 IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, BEING THAT PORTION OF TRACT NO. 3 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, OF THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ON THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH, WHICH POINT LIES 167.68 FEET SOUTH OF AN INTERSECTION WITH THE NORTH LINE OF SAID DONATION LAND CLAIM NO. 38; THENCE NORTH 89'16'16" WEST 1499.53 FEET TO THE EASTERLY MARGIN OF COMMERCIAL WATERWAY NO. 1 (DUWAMISH WATERWAY); THENCE SOUTH 15'00'00" EAST 456.1 FEET ALONG SAID EASTERLY MARGIN TO A POINT; THENCE EAST 1574.72 FEET TO THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH; THENCE NORTHERLY ALONG THE SAID WESTERLY LINE 481 FEET, MORE OR LESS, TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO GREAT NORTHERN RAILWAY COMPANY, ET AL, BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 4685969; ALSO A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38 IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, BEING THAT PORTION OF TRACT NO, 2 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, OF THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING ON THE WESTERLY LINE OF THE EAST MARGINAL WAY SOUTH, WHICH POINT BEARS NORTH 89'15'54" WEST 2470.01 FEET ALONG THE DONATION CLAIM LINE AND SOUTH 23'40'59" EAST 648,77 FEET ALONG THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH FROM THE INTERSECTION OF THE LINE BETWEEN DONATION CLAIMS OF FRANCIS MCNATT AND HENRY VAN ASSELT WITH THE EAST LINE OF SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, WILLAMLIIE MERIDIAN, IN KING COUNTY, WASHINGTON; RUNNING THENCE WEST 1574.72 FEET TO THE EASTERLY LINE OF COMMERCIAL WATERWAY NO. 1; THENCE SOUTH 15'00'00" EAST ALONG SAID EASTERLY LINE 237.76 FEET; THENCE EAST 1053.10 FEET TO A POINT DESIGNATED AS POINT "A" FOR SUBSEQUENT REFERENCE; THENCE SOUTH 23'02'00" EAST 46.03 FEET; THENCE EAST 561.38 FEET TO THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH; THENCE NORTH 23'40'59" WEST ALONG SAID WESTERLY LINE 297.03 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO GREAT NORTHERN RAILWAY COMPANY, ET AL, BY DEED RECORDED UNDER AUDITOR'S FILE NUMBER 4784818; PARCEL 2: THAT PORTION OF A TRACT OF LAND BEING A PORTION OF THE MEADOWS TRACTS, ACCORDING TO THE PARTITION MAP OF PART OF THE FRANCIS MCNATT DONATION LAND CLAIM NO. 38 FILED IN KING COUNTY SUPERIOR COURT CAUSE NUMBER 120091, LOCATED IN THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE WESTERLY MARGIN OF EAST MARGINAL WAY SOUTH THAT IS 373.77 FEET DISTANT SOUTHEASTERLY, AS MEASURED ALONG SAID WESTERLY MARGIN, FROM THE NORTH LINE OF SAID FRANCIS MCNATT DONATION LAND CLAIM; THENCE SOUTH 15'14'52" EAST 134.09 FEET TO A POINT 17.00 FEET SOUTHWESTERLY, MEASURED AT RIGHT ANGLES, FROM SAID WESTERLY MARGIN; THENCE SOUTH 22'31'52" EAST 432.18 FEET TO THE NORTH LINE OF LOT 1, CITY OF TUKWILA BSIP NO. L11-019, KING COUNTY RECORDING NO. 20110504001579, ALSO BEING THE NORTH LINE OF QUIT CLAIM DEED RECORDED UNDER RECORDING NO. 20091214000963 AND 20100202000718; THENCE SOUTH 88'50'53" EAST 18.56 FEET TO SAID WESTERLY MARGIN; THENCE ALONG SAID WESTERLY MARGIN NORTH 22'31'52" WEST 572.65 FEET TO THE POINT OF BEGINNING. &.°4 FPARATE PERMIT PE�9QU RED FOR: Mechanic ,i i.. ' Electrical Plumbing Piping : f Tukwila INC DIVISION 588'51 02"E 542.83 S M a 1 LEGEND: SURVEY MONUMENT EX. POWER VAULT EX. LUMINAIRE (LUM.) EX. LOT LIGHT EX. POWER POLE EX. JUNCTION BOX EX. CATCH BASIN (CB) EX. CATCH BASIN (CB) TYPE 2 EX. SANITARY SEWER MANHOLE (SSMH) EX. GAS METER EX. GAS VALVE EX. WATER VALVE (WV) EX. FIRE HYDRANT (FH) MAIL BOX EX. WATER METER EX. SIGN EX. WATER LINE EX. SANITARY SEWER LINE EX. STORM DRAINAGE LINE EX. POWER UNDERGROUND EX. POWER OVERHEAD EX. METAL FENCE EX. WOOD FENCE PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN PROPOSED STORM DRAIN FLOW ARROW PROPOSED STORM DRAINAGE LINE PROPOSED TRENCH DRAIN PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER CLEANOUT PROPOSED SANITARY SEWER MANHOLE PROPOSED WATERMAIN 0 • PROPOSED FIRE HYDRANT ►M PROPOSED WATER VALVE PROPOSED CONCRETE BLOCKING PROPOSED 90' BEND PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS PROPOSED CONTOURS EXISTING CONTOURS EXISTING PAVEMENT PROPOSED PAVEMENT PROPOSED CONCRETE PROPOSED SHORELINE BUFFER N 23.20 -100 q • • S88'51 02 Vicinity Map 18.55 SHEET INDEX DEVELOPER CENTERPOINT PROPERTIES CONTACT: JOHN LASS ADDRESS: 725 S FIGUEROA ST, STE 3005 LOS ANGELES, CA 90017 (847) 710-0896 PHONE: ENGINEER BARGHAUSEN CONSULTING ENGINEERS CONTACT: DANIEL K. BALMELU, P.E. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 PHONE: ARCHITECT NELSON WORLDWIDE CONTACT: MIKE SNYDER ADDRESS: 1200 FIFTH AVENUE SEATTLE, WA 98101 (206) 408-8500 PHONE: CONTRACTOR SIERRA CONSTRUCTION CONTACT: ANDY KEY ADDRESS: 14800 NE NORTH WOODINVILLE WAY WOODINVILLE, WA 98072 *EMERGENCY CONTACT AND CESCL cr REVISED PER CITY COMMENTS co o. a. CO Lu Lu 0 0 0 a. Lu 0 D1 OF 5 DEMOLITION COVER SHEET LTR#__ D2 OF 5 DEMOLITION PLAN WEST D3 OF 5 DEMOLITION PLAN EAST D4 OF 5 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN D5 OF 5 CONSTRUCTION NOTES AND DETAILS o 34 7 ECEiVED CITY OF TURW11. CE TER o 0 F— 0 0 a o Date 1/14/20 UTILITY CONFUCT NOTE: CAURON THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIUTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AT LEAST 48 HOURS PRIOR TO POTHOUNG. ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS ARE TO BE POTHOLED TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPUCATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. CD CD c .0 co 0 co CD 00 barghausen.com LO Job Number CO CN 0 20 r=htoi 40 80 0 0060008 RETAIN AND PROTECT - EXISTNG POWER POLE AND TRANSFOMERS OUTFALL TO RIVER IE 32" DI-- - 1.74 GUY ANCHOR o°4 8 4(PI STORM LIFT STATION o 043-ci - ifit • • BLD4-'44 'fi • / (y) Lfl c-) -z- 7,31 c-3 o APPROX UNITS OF co EXISTING BULDING TO REMAIN SDMH -A \ ABOVE GROUND VENTILATION \TOWER • MW-35B MW-35A EXISTING BUILDING \ FOOTPRINT AREA= =16,560 50.FT. RETAIN AND PROTECT PORTION OF EXISTNG BULDING IE CMP DEMOLITION SCHEDULE REMOVE MISCELLANEOUS ITEMS INCLUDING SIGNS, STEEL PLATES AND TRUCK SCALE REMOVE BUILDINGS, STRUCTURES & WALLS, LADDERS & STAIRS REMOVE REMOVE REMOVE GATES, GUARDRAILS & FENCES STORM STRUCTURES & PIPES SEWER STRUCTURES & PIPES REMOVE WATER STRUCTURES, FITTINGS & PIPES REMOVE POWER POLES, STRUCTURES & APPURTENANCES REMOVE GAS LINES & APPURTENANCES NOTE: 1 . EXISTING WESTERN MOST BUILDING OF 1 6,560 SF TO BE PARTLY DEMOLISHED WITH THE EXCEPTION OF WATER QUALITY FACILITY LOCATED INSIDE BUILDING. PRESERVE AND REPAIR PORTION OF BUILDING TO REMAIN. 2. EXISTING GROUNDWATER MONITORING WELLS AND AIR SPARGE POINTS NOT WITHIN THE PROPOSED BUILDING FOOTPRINT WILL BE PRESERVED WITH THE SITE DEVELOPMENT 3. DEMOLITION OF PAVEMENT WILL BE CONTINGENT ON NP DES GENERAL DISCHARGE PERMIT THROUGH DEPARTMENT OF ECOLOGY AND GRADE AND FILL PERMIT WITH CITY OF TUKWILA 1: 1E va 113 3' BLDG. HEI 13' W-26C W-26B MW-26A so AND PROTECT EXISTING STORM ANID SEWER STRUCTURES POLE ER POLE RANSFORMERS UMINAIRE 4725A° _ SE I LIFT. STA 1 4 I` . • SS W/GUARDpOS D MW-7A- 4 AA cB-A( 74) TyliRo8whats below. POWER POLE RIM = 8.56 al I before you die( 3 )T Rv,A,,ILFOA FRR m st_ 24" CONC E = -1. 50 24" CONC W = -1. 38 POWER POLE NLINK FENCE MW-32A „ A A 4 STEEL °PLATE A A A A OA- BO2) 4 4 4. 1 a" DI .CULVE • • R. 'LT.. CONC. POWER TUNNEL IRE SHED MW - 40A MW-40B UILITY VAULT (NO PIPES) FH w/WV w/GUARD POSTS ROOF LADDER '4 • . 4 ; 4. .• 4 A 4 A 4 a 4 •44 1 • J-BOX w/ GUARDRAIL A DEMOLITION PLAN WEST FOR CENTERPOINT TUKWILA PORTION OF THE SE 1/4 AND THE SW 1/4 OF SEC. 23, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON ° 4 4 A • VONI<TOI3 • WELL 40../A• .• • ; °• • ciASE-,---9.03 4. • . • N. TOLD PVC • 4 • A 0 A • 4 - • 4.• 44 4 ° 4 . • a' •A 4 MY-747B • •. a.. • 4'4 A A • 4 4 5:6 50 - SD MW-3613 IE 18" CNC 4 1 A D §0 CB EL° AP LATE • WELDEV.ILID=8.82 .4 w/ViV f ir/CTJAR 4 4 4 CB-E3- - ° CB-D 4 s sibCB F , RIM=1.26 4 ".6" CQNC = 7 16; 6" w =A 4 • • a YARD LIGHT 4 A 4 . 4 . . 4 . -37BA VI') A, MW.,1-37AA ° FLOOD ZONE LINE DETERMINED BY BASE FLOOD ELEVATION = 8.4 ± FEET (ZONE 'AE' TO WEST; ZONE 'X' TO EAST) MEAN HIGH WATER LINE- 4.5 ± FEET RETAIN AND PROTECT EXISTING UGHT POLE ot ymG c 25d AO CE_NAE_RONE._ \NPIE_FtV,;( so SD 4 0 .1 P OSt A ° I 4.. So ___. EXISTING OUTFALL TO FEMAIN FOR COiNSTRUCTION DISCHARGE MW -43A el 'A 4It -29 ER RETAIN Af'DmoNProFeiGCT :,\MNW-39 \ A: W:31AACB-1:(6) " ;6 ° Ci - I° 298 4 . ' WELLS \ \ 4 • 4 A AA \• 4 ` 4 S \ SS AI 4 S S 4 ,s 4 ....,...a............. ..e• 42 1 2.” CMP NE=8.78 IE 4m ADS NE=8.88 VNCRETE RETA N N ?ft( 0 » FIR SHED 00F. LADI1ER CBLDDID7 a 4 RETAIN MD ,101ECT EXISTN9 COWER POLE, „ ° AMC GUAI13F1AL „ 4 Wig -28A .. A AA A AA W-28B FiTAN Alko PROTECE Exigrtica GKOUICANATER MONITOFSVG WELLS NT, WM1N PROM:18E13! OOTPRINTA"TYP) 4, ° ° SSMF-;1--B° 4 4 ° 1IN CB- „ SD - SO --- SO -4-. SD A 118:1-1SD‘' 4 • ° 4Ci3-K(63) SO ,!--.SO SD SD - SD- SD SO1 sO -.SO "7-, 4A „ . 4 .FIRSHJD ° 4 a A I w/FPSP 4 4 a 44 I % A , \ 4 MV-38A , • • 4 Ffl w/(4) UMARDPOSTS EXISITIG-LOT LNE 4 4 • TO BEIEWNEDeBY BLA ; 9M1Y 4'15 B 0 :4A 4 4A 4.1 . 4; • ----- :'FIRE A/AVE rPsP PRC1PANE TAN DI) 4 ° A 4 4 W GAUARDFC. ,SP S° -' SO 7- 4 9. CB-.-S 4 4'4 4 VI/V - 1.2A 4 SD SO - SD POLE NAIRE 4 A At 4 0 A LIGHT' T'Al\iD'AIRD A A 4 SD S%144113bli so4,',L, ' 12 . CON..N = 4.21 • s' --- so ...- 40 „. 18" t ONC E41-- 3.7t3 A . • ' A . MW---.41A ------------ 444i N, 18" .CONC W 3.794' • 4MWITOiR 41A N.. RIM;,CASE=.-21- • 41° ;.• TOP' PVC. ELEV-=8 95 .C9Nc ° 3.051 6 • 'RAIN.. j -BOX - K--- , --_---_ \ _ 4, • 4 4 • 0 .4 (J. 4 • LIGHT STANDARD AL A A RETAIN AND PROTECT a . IT-MW -6 RI) w/CHA N NK FENCE 4 W4-; 24 POWER POLE w/GCARDRAIL GUAFIDFIAIL . 4 tW-,46A --- 4 EPSTING POWER Pcx4 Rpo A . 4 4 • • 4 C1314308 C Ofq C • POWEe • 4 A A • STEEL PI,ArE W TER VAULT. ,FH W7WV ° haid<- */GUARDP9STS•; von A A 3.x3 ° 4 . 4' „ 111 14W-PIA/P1.13 0 . SO ▪ -SD SD SD484r 4 . so -- SD SO SD 4 . SSMH/SDMI-VC •4 '4 .4 71. 4 • 4 4 4 4. 4 4 A . 4 • ' • 4 IA148A ° 4 . • 4, , 4 ' 4 , 4 STWS A CB,4 4 • 4 4 • 4-- SD SO SSMH/SD A . ° 4 A CC , 4) A 4 A CB-4J A A 4 8 MW-49A • 4 • w/UG DROP GUARDRAIL A 4 a • 4 4 POWEg S G UAFAZ 4 • 4 Ca -11V (9)4 50 SO' .50 -- • SO 44,4 MW-49B 0.9145 2 7' N89°1 6'16"W 1499.53' (DEED) 1,18r1421V. 1%6,71: RETAIN AND PROTECT EXISTING POWER POLE, MANHOLE, MD GUY ANCHOR MVV -23A POWER POLE w/UG DROP -'181-MF1,(50 C%111(49) 0' • A A CBGG(51) °so (B74KK 141 4a I- OH -1-130" fiED_ CBIFFF52) ° . A I . •• 4" A • -1. 1 4A SSMH W-.3 8A ;SOW -B -YY WATER". MH • - / 77 A .Ak titr, 0 .4 4 4 • 4 SD s• • . . A. • S13MH- H.. 'CB-; W(54 7 E- so C-SS • . CB--RR(55) 4 ° A • 4 TCE1 4 GIARDAiL. 4 4 4 4 - Set - SO - SO • , 4 - tt : •11 Eir-QQ(26) ° .MTR. VLI.. POWER MH [ GUY ANCHOR W4- 341A . • -27;777r777:77.7:71-...? ROOF DRA14." ------ - TY -- SSMH/SDMH-E G U R R A° I L • 4 4 4 ° a ‘ja-Z-41 12 TEL EASEMENT REG. No...606470 w/G DRli. - SO CB-X(8 MW-11A S861'021 1058.16 EAST 1053.10' (DEED) ROOF DRAIN 8-.AA CB-Z(22) . p 51' tiV 15).97' EAST 15/4 '(DED)1 SS1v1H-C° 4-, As G u4A.Ft DqAi L4. ° MW-9A 4 A 4 A A A )(0 try- -ry I Is, ; !a LIIIT.11;;,:, '71N 1 • 4VER.:-. CB-140 .4 A F/4717...w/GUARDI')OSA .; . 1 i ; C13771\INN • • . 5 .7 XIsT. BLDG. FOO1PRINT=744 SQ.FT. HT.= 9' ABOVE FF. ROOF LADDER 2 X1TING • • • BUILDING FOOTPRINT AREA I BUILDING HEIGHT= 25.4' 1 1 • --- SO --- SO --- SD --- SO --- SD --- SD --- SO --- SO --- SO --- SO --- SO ---I SSMH/SDMH-D SDMH-E MONITOR WELL 42A N. RIM CASE=9.48 N. TOP PVC ELEV.=9.20 FH w/(2)FPSP w/GUARDRAI L _r A • ss WATER. TANK C HA AREA AFFECTED BY AGREEMENT TO CONNECT PRIVATE SANITARY SEWER TO CITY SEWER PER REC. NO. 5591648 4 SD 11 MONITOi N. RIM N. TOP' ELEV 4 0 E AR H CB-0 CBI 0 SI REVISED PER CITY COMMENTS co 0. 0. 15 CD --"At (1) DEMOLITION PLAN WEST 0 u_ 1-1111S havc raiereLer he- Dephi;rnesin hos, crasierinnacc csaan Cinv iF FT1',ICCI CITCTS III`hiCh II;01 I root-: 0000 sunTTstis (T or60TaTice, resliair, ,r. • for ',he: adequacy of the dashan rests taliafly reihh designer. deletions or revisions to these ci;;Tiesi-r-7 after this date void this acceptance RECEIVED Rid TO 2 resubrnVal re,ic;;;;;1 y TUKWILA N L 7Nhc201 01.N.: PROP 2cc;;;TIa;•-•,:i-c ,rinin„ to fear] in,pcct;;;T; he JAN 21 2020 MIT CENT SI 0 0 LOS ANGE 0 0 0 0 Id SI (7)SI Id CO0. Date 1 /1 4/20 cNi co Job Number As 0 0 8000008 0 20 =40' 40 80 0 E (SEE SHEET z DEMOLITION SCHEDULE REMOVE MISCELLANEOUS ITEMS INCLUDING SIGNS, STEEL PLATES AND TRUCK SCALE REMOVE BUILDINGS, STRUCTURES & WALLS, LADDERS & STAIRS REMOVE GATES, GUARDRAILS & FENCES REMOVE STORM STRUCTURES & PIPES REMOVE SEWER STRUCTURES & PIPES REMOVE WATER STRUCTURES, FITTINGS & PIPES REMOVE POWER POLES, STRUCTURES & APPURTENANCES REMOVE GAS LINES & APPURTENANCES NOTE: 1. EXISTING WESTERN MOST BUILDING OF 16,560 SF TO BE PARTLY DEMOLISHED WITH THE EXCEPTION OF WATER QUALITY FACILITY LOCATED INSIDE BUILDING. PRESERVE AND REPAIR PORTION OF BUILDING TO REMAIN. 2. EXISTING GROUNDWATER MONITORING WELLS AND AIR SPARGE POINTS NOT WITHIN THE PROPOSED BUILDING FOOTPRINT WILL BE PRESERVED WITH THE SITE DEVELOPMENT 3. DEMOLITION OF PAVEMENT WILL BE CONTINGENT ON NPDES GENERAL DISCHARGE PERMIT THROUGH DEPARTMENT OF ECOLOGY AND GRADE AND FILL PERMIT WITH CITY OF TUKWILA 4 '4CB-E,P elvIW.L-16A 77 7.7. • • • ;BUILDING V 215,400 ± SQ. FT. ABOVE FINISH FLOOR • r.) WELL-6A(R) •CASE=9.28 I PVC 613' ± FPSP w/GUARDPOSTS • • I • G I sihopL-1 -"7 • • • tis4. Li,"st SSMH D 4 ,..„01L PIT' VOTER .,MH - 4 SD -So 1 T ASEWER EASEMENT , \ REC. No. 6064203 T Y LINE 1 r, Know what's below. Call before you dig. 4 811C04 QB-QQQ 01( WATER ..4‘41-r. H., w/WV w/P1V 6 • 4 FPSP w/GU4RDPOTS' 77 77- / 2u0. SS --- SS --- SS --- SS --- SS --- SS --- SS --- SS --- SS SSMH-1 1,1 ' - , ° 4 4 4 • • :a 4 FH w/FPSP Fpsp UAR 4 4 ' ° • 4 A N 0 .42' Y sTEp5..f. . RETAIN. dN • .v O u4 SS SS '04SS SS4* • SS =-•SS • 1• 14 4" PVC 4 4 1SLAB ()I./WA-1'19N FF=14.45 EXISTt4G SANITARY SEWER LM TO BE CAPPED AND ABANDONED - SD - SD - SD SDMH-F .,4 4 DEMOLITION PLAN EAST FOR CENTERPOINT TUKWILA PORTION OF THE SE 1/4 AND THE SW 1/4 OF SEC. 23, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON -H w/GUARDPOSTS ,LL(2 4 q mar a.:frolu- mot A )(2. STEEL P CB-DD :45t S --f REIM AND PROTECT SIGNAL IsFRASTRUCTIWIE SIGNAL LOOPS ONC. RET. WAL /71 CB-S - so FPSP FH w/FPSP w/GUARDRA1L CB -Ill POWER POLE w/GUY ANCHORW w/GUARDPOSTS CONC.R (44) (2)WV FIRE STAND P PE(TYP) BOLLARD(TYP) (2)WATER MH WATER BLOW -OFF CB-UUU(41) UKNOWN STRUCTURE SDCO FULL OF DIRT TEL MH SSCO SSMH-G SSMH-H OWE \BINET 41141 CB-JJ (29) Vx2' LLI SHED IGHT STD.(TYP.) FOUND 1" IRON PIPE CB-EE(3 2'x2' STEEL PLATES 1' TEL. MH 631 SIG. POL POLE IRE HYD. / POWER POLE PANEL SI /ON P LE CB-ZZZ(38) CB- PWR. VLT. TR BLOW -OFF w/MKR CONC. RET. CB- (36) FP. P CB-BBBB(43) n 0 SDMH-I 4' SDMH-K RIM=14, 08 36" CONC NE = 2. 83 36" CONC SW = 2. 83 ATER MH / 77' 77 OHG.. BLDG. COR>1.1 W'LY OF LINtN, EXISTING BUILDING ------- BLDG. FOOTPRINT AREA = 13, 70 ± SQ>9-,----- -,_ 06 BLDG. HEIGHT = 25.4' OVEY-F: r--- B-11(30) CB-HH(31) EXJSTIIG LOT LINE TO BE AEMC.VED BY BLA AND CAP 8RFE SERVICE OVE E3ACKFLOW ASSEMBLY, Ply, FDC, INSTALL PLUG IN VALVE ON CITY OWNED MAIN SIGNAL POLE w/LUMIMAIRE -FFFF \\ CB-GG(32) / /* SEWER EASEMENT A /// RE„C. cNoo.N 60c 6EIM=13. 08 420=4 6 , 3 A ///// 4)/ / R SSMH-E / 8" CONC W = 6. 98 /,/ / / /c, / / 8'' /‘,,) / 12" // / / / / / / / e.? / / / / / / / / / 4)/ / // / / / `'-/ / cp / / / / // 49.,/ //// /NDRAINAGE EASEMENT (CONTINUES OFFSITE TO SOUTH) / REC. No. 2716188 REC. No. 9509180955 / / / /Y')/ // 44/ C B - -4p - /;88851'0EFAFS(T2 )5:1_8, 21 542.83' GATE (DEED) SSH-J RIM=14. 14 CONC W = 6.61 CONC E = 6. 38 _1~ GUYONC R SO irr\lni .1 - RCA' 0 CB-IIII 7 APN 542260-0015 SDMH-N RIM=15. 08 24“ ADS N = 7. 93 36" CONC NE = 3. 08 36" CONC SW = 2. 98 ESMT. REC. No. 27172570 CUT AND CAP 6' WATER MAIN. FEMOVE 6' AND 2' METERB. INSTALL PLUG ON VALVE IN CITY OWNED MAIN. FETUFIN WATER M it titi TO TUKWLA WATER DEPARMENT RETAIN AND PROTECT EXISTING TL. \\t, MH FIR HYD. CB-PPPP(01) CT- R. \ PO WM.\ B-kINN POWER OLE w/LUMIMO RE PED. SIGNAL\ IGNAL J - BO TEL, MH SDMH- SIGNAL N0LES w/LU M I RE nEcEiv E CITY OF "1U IC\,VLA JAN 21 2020 MIT CE TEA CITY COMMENTS 0 CN LU a. 0 0 LU 0 bi 6 0 0 M .4( E- 2: 0 0LU cc LU 1/ 4/2020 a -o co Date 1/14/20 CO CO LC) CD C\I 01 (i) barghausen.com co 0 1/14/2020 4:43 PM 1=60' FLOW ARROW CHECK DAM CLEARING LIMITS SILT FENCE INTERCEPTOR DITCH INLET PROTECTION 0 30 60 120 INSTALL SLT FENCE PER DETAIL SHEET 05 - _A_ AA A,A _A_ A _A_ A_ _A_ _ A. T.E.S.C. LEGEND ammmmmm0.“•ammuoomommmmmf.“.mmmmmmwmmtomw TEMPORARY EROSION AND SEDIMENT CONTROL PLAN Know what's below. Call before you dig. FOR CENTERPOINT TUKWILA PORTION OF THE SE 1/4 AND THE SW 1/4 OF SEC. 23, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON 11891616'W 1499 531 (DEED) A_ A A._ A Mir .CX. s 71A. A _A A _A. A. A_ A- _A_ A CLEARING IINTS NOTE: 1. EROSION CONTROL MEASURES SHOWN ARE FOR BUILDING DEMOLITION PHASE ONLY. PLEASE SEE GRADE AND FILL PLAN SET FOR FULL EROSION CONTROL PLAN TO BE UTILIZED DURING MASS GRADING. A98 b 0 E _ CLEARNG LIMITS V V V V V V V V V V V V V V V V V V V V V V: "A ▪ A. A. A INSTALL CATCH MET PRYIECTION LTYP) PER DETAIL SHEET 05. 8 DEED INSTALL SLT FENCE PER DETAIL SHEET 05 100' MIN 51.02'E 18.55' INSTALL TEMPORARY CONSTRUCTION EMRANCE — IF EXISTING PAVEMENT IS INSUFFICIENT PER DETAIL SHEET 05 C 0 2 0 U 03 0 ECFIVE;) TY OF "Iti!:%\i'lL. JAN 21 MC PE MIT CENTER -0 >s, a) ME U) LO LLJ cf) LLJ LL1 F- 0_ U) 0 0_ < I— 0 0 0_ LLJ u_ Z WLC) u_ 0 Tcs < Z () 3: co- 0 --I IL: III < Z (1) O 0 _J T:i -• 60 0 r>1! m 0 w _0 0 0 C 4) 0 0 w Barghausen 0 0 C Consulting Engineers OD 0 4/2020 CO 0 "a 2 a a _C 4-) 0 V) a) (1) rt) 0 < 00 N -0 N C < ki3 N > LO N Lr) 00 a) cNi Date 1/14/20 berg hausen.com IC) Know what's below. Call before you dig. CONSTRUCTION NOTES AND DETAILS FOR CENTERPOINT TUKWILA PORTION OF THE SE 1/4 AND THE SW 1/4 OF SEC. 23, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, STATE OF WASHINGTON GENERAL 1. AT LEAST ONE WEEK BEFORE BEGINNING CONSTRUCTION, CONTACT PUBLIC WORKS UTILITIES INSPECTOR AND SCHEDULE A PRECONSTRUCTION MEETING. 2. NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT SITE WORK. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKING DAY) IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5, THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10.CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 1 1 . ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES. 12. THE CONTRACTOR SHALL REPLACE, OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS AND INSTALL CONSTRUCTION ENTRANCE. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 7, BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30), MULCH ALL SEEDED AREAS. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. PLACE POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. WORK IN RIGHT-OF-WAY 1. WHEN ACTIVITY IS UNATTENDED, INSTALL A SIGN WITH MINIMUM TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. TMC 11.08.140 2. INSTALL BARRICADES, SIGNS, WARNING LIGHTS, AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION IS CLEARED AND THE RIGHT-OF-WAY IS RESTORED. TMC 11.08,170.A 3. MAINTAIN ACCESS TO FIRE STATIONS, FIRE HYDRANTS, FIRE ESCAPES, AND FIREFIGHTING EQUIPMENT. TMC 11.08.180 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. TMC 11.08,220.D 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTOR'S PREAPPROVAL. A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE POLLUTION. TMC 11.08.210 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIGUOUS RIGHT OF WAY SURFACE. TMC 1 1.08.220 1 1 . STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBLIC. PAVEMENT RESTORATION 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE IS CURED. C. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING, COMPLETE PAVING, RESURFACING, OR FACILITY REPLACEMENT: • ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. • ON OTHER STREETS WITHIN 7 CALENDAR DAYS.A D. FOR WORK PREVENTED DUE TO WEATHER: • PROVIDE A TEMPORARY PATCH. • PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE WORK AS QUICKLY AS POSSIBLE. GRATE GEOTEXTILE RETRIEVAL SYSTEM OVERFLOW BYPASS ISOMETRIC VIEW NTS NOTES: 1. SIZE THE BELOW GRATE INLET DEVICE(BGID) FOR THE STORM WATER STRUCTURE. 2. THE BGID SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM(OVERFLOW BYPASS) 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITHOUT SPILLING THE COLLECTED MATERIAL. STORM DRAIN INLET PROTECTION NOT TO SCALE 2"x4" WOOD POST ALT: STEEL FENCE POSTS FILTER FABRIC MATERIAL 2"x2"x14 GA, WIRE FABRIC OR EQUIV. PROVIDE .75" - 1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH - SIDES OF FILTER FENCE FABRIC ON THE SURFACE FILTER FABRIC MATERIAL 36" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH FABRIC TO WIRE. 2"x2"x14 GA, WIRE FABRIC OR EQUIV. BURY BOTTOM OF FILTER MATERIAL IN 8"x12" TRENCH 6' MAX T2"x4" WOOD POSTS, STANDARD OR BETTER, OR EQUAL ALTERNATE: STEEL FENCE POSTS SILT FENCE DETAIL 1 NOT TO SCALE NOTES: 1. CONTRACTORS RESPONSIBILITY FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE COUNTY ADDITIONAL QUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. R= 25' MIN. 8" 4"-6" QUARRY SPALLS TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE SILT FENCE INSTALLATION NOTES THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE, 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES, 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. nECf �. CITY u 1 ,A JAvEM `? 1 2[11Q' P2 ' i(T CENT R C 0 a) Cc ISED PER CITY COMMENTS m 0 0 W 0. 4 1/14/20 I WED a) 0 0 0 z 0 Z (%) W F- O z Z 0 F- U F- Z 0 U F- F- z 0 a. W F- Z W 0 (%)cp I=M�-(/) W F- < 11 W F-QW O w 0 n_ DZFF_ F- �U)O Z M O v 8W LC" J u-U cn C 0 74 0 0 v C 0' .0 0 C 0 0 a) a) a) 0 mI v 2 a 0 "4- 0 0 L 0 3 C N C N N N CO Job Number CO M N 15 s 0 Ut) a P:\20000s\20538\engineering\demo\20538—d.dwg