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Permit D19-0054 - HOLDEN AT SOUTHCENTER - DEMOLITION
HOLDEN AT SOUTHCENTER -DEMO 112 ANDOVER PARK E 019-0054 Parcel No: 0 �=^�xx m�� Tukwila x~�~� x�n . U�v^��Koa Department of Community Development 63OOSouthpenterBoulevard, Suite #1VV Tukwila, Washington 981G8 Phwne;206'431'3h70 Inspection Request Line: IVG-438-93SO Web site: http://www.TukwilaWA.Rov DEVELOPMENT PERMIT 0223000045 Permit Number: D19'0054 Issue Date: 6/3/2019 Permit Expires On: 11/30/2019 Project Name: HOLDEN AT SOUTFICENTER - DEMO Owner: Name: 18827BUTMELLWAY NE#llU, Contact Person: Name; ALEXDALZELL Address: 1938FAIRVIEW AVE E, SUOIlOB, SE47TLE'WA, 98lO2 Contractor: Name: ALLIANCE PACIFIC NVVBLDRSLL[ License No: Lender Name: Address: PHOENIX, AZ, 85O16 ALU4PN87lLK '^' Phone: (206)]]0-0618 Expiration Date: 6/12/2019 DESCRIPTION OF WORK: THIS IS AN APPLICATION FOR A DEMOLITION PERMIT FOR THE ASSOCIATED PERMIT #D19-0026 PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, CAPPING OFUTILITIES, STREET USE, AND TRAFFIC CONTROL Project Valuation: $4000000 Type ofFire Protection: Sprinklers: Fire Alarm: Type nfConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $4,032�85 Occupancy per IBC: U Water District: TUKW|L4 Sewer District: TUKN/|L4 Current Codes adopted by the City of Tukwila; International Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing [ode Edition: International Fuel Gas Code: National Electrical Code: VVACities Electrical Code: VVA[Z964V8: vVAState Energy Code: 2017 2017 2017 2015 11-A\ Public Works Activities: Chxnne|izadon/Sthp/nO: Curb[ut/Acces48idewo|k: Fire Loop Hydrant: Flood Control Zone: Hau|ing/OveoizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 185 Fill: 1269 Number O No Permit Center Authorized Signatur-ow awlaz | hpadmcerdfy that | have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state orlocal laws regulating construction orthe performance ofwork. |amauthorized tosign and obtain this deve|opmpntpe re otothe cQD*tionsattached to this permit, Signatur Print Name: ~T Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: l: Work shall beinstalled inaccordance with the approved construction docvments,andanychan8esmade during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. Z: 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: All construction shall be done 'in conformance with the Washington State Building Code and the Washington State Energy Code. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will bedetermined bythe building inspector based on satisfactory completion of this requirement. E: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code, Acvpy can beobtained atCity Hall inthe office ufthe City Clerk. 6: VALIDITY OFPERMIT: The issuance orgranting ofapermit shall not beconstrued toheapermit for, oran 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 tngive authority toviolate urcancel the provisions ofthe code orother ordinances ofthe City ofTukwila shall not bevalid. The issuance ufapermit based onconstruction documents and other data shal I 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 asneeded. (|F[3O41) 9: 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. lO: Maintain coverage and operability ofportable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. (|FC9Ol.6) 7: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436and #Z4]7) 11: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition urviolation. lZ: These plans were reviewed byInspector 5ll. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(ZU6)575-44O7. 13: 'PUBLIC WORKS PERMIT CONDITIONS' 14: Call tuschedule mandatory pre -construction meedngwith5cot Moore, Public Works Senior Inspector, (206)438'9350. 15: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion ofwork atleast 24hours inadvance. All inspection requests for utility work must also be made 24hours |nadvance. 16: Prior to construction, all utilities in the vicinity shall be field located. NOTE: For City of Tukwila utility locates, call 811orl-80O-424'5555. 17: 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:OOp.nn.and weekends. Coo ndinatuwith the Public Works Inspector regarding any lane closure hours. 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 besubmitted tothe Inspector for prior approval. 28: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep orotherwise clean streets tothe satisfaction ofPublic Works each night around hauling route (No flushing aUowed). Notify Public Works Inspector before 12:0O Noon unFriday preceding any weekend work. 21: Any material spilled onto any street shall becleaned upimmediately. 22: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site u,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 tothe Final Inspection. 24: PhortopennitissuanceOwner/4pp|icantshn||pnmideacopyoftheDepartmentofEco|ogyNO|"Nodceof Intent for Construction Activity." 25: Maintain emergency, pedestrian, and vehicular access to buildings, trails and transit otall times. 26: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 29: Prior toissuance ofthis permit Owner shall sign w/NckaryaROW Hold Harmless Agreement for work within the Public riQht-of-way. 27: 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. 28: Sewer and water utilities shall be pl u*gged at the mains if they are to be abandoned. |fthey will beused again in the near future for a new building, they shall be capped at the property line and at the water meter respectively, PERMIT INSPECTIONS REQUIRED 1700 BUILDING FINAL** 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 1400 FIRE FINAL 0101 PRE -CONSTRUCTION 1600 PUBLIC WORKS FINAL 5160 PUBLIC WORKS PRE -CON 5100 STREET USE CITY OF TUKCLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building PePrnit No. Project No. 0 $940i y Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 112 Andover Park E Tenant Name: Holden of Southcenter PROPERTY OWNER Name: Beta - Tukwila, LLC Address: 18827 Bothell Way NE, #110 City: Bothell State: WA Zip: 98011 CONTACT PERSON — person receiving all project communication Name: Alex Dalzell Address: 1938 Fairview Ave E Suite 100 City: Seattle State: WA Zip: 98102 Phone: (206) 257-0972 Fax: Email: alexd@urbalarchitecture.com GENERAL CONTRACTOR INFORMATION Company Name: Alliance Pacific Northwest Buildersd Address: 1325 4 th Ave Suite 1005 City: Seattle State: WA Zip: 98101 Phone: (206) 330-0618 Fax: Contr Reg No.: ALLIAPN871LK Exp Date: 06/12/2019 Tukwila Business License No.: King Co Assessor's Tax No.: 022300-0045 Suite Number: Floor: New Tenaat: Yes 0 ..No ARCfflTECT OF RECORD Company Name: Urbal Architecture Architect Name: Chad Lorentz Address: 1938 Fairview Ave E Suite 100 City: Seattle State: WA Zip: 98102 Phone: (206) 257-0972 Fax: Email: chadl@urbalarchitecture.com ENGINEER OF RECORD Company Name: DCI Engineers Engineer Name: Anthony Sorentino Address: 707 W 2nd Ave City: Spokane State: WA Zip: 99201 Phone: (509) 227-5733 Fax: Email: asorentino@dci-engineers.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: To be determined prior to permit issuance Address: City: State: Zip: H: \Applications Wonns-Applications On Line \2011 ApplieationaTerroft Application Revised - 8-9-11.docx Revised: August 2011 bh Page 1 of 4 DING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ 40,000 Describe the scope of work (please provide detailed information): This is an application for a Demolition Permit for the Associated Permit # D19-lI(l26 Existing Building Valuation: $ 1,039,000 Will there be new rack storage? ❑ Yes 121.. 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 1" Floor 2"d Floor 3rd Floor 4th Floor 5th Floor 6th Floor 7th Floor Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinlders ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including qua 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. ❑ Yes J No 'es and Material Safety Data Sheets. H;1Applications\Forms-Applications On Line1201 I Applications\Permil Application Revised - 8-9-1 ',does Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFCOIATION — 20 33-0179 Scope of Work (please provide detailed information): Demolition of existing building and surface parking Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ..• .Tukwila El ...Water District #125 0 ...Water Availability Provided wer District ..▪ .Tukwila 0 ...Valley View 0 ...Sewer Use Certificate 0 ...Sewer Availability Provided • Highline .. Renton 0 Renton Seattle Septic System: 0 On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ✓ ...Civil Plans (Maximum Paper Size - 22" x 34") Ei ...Technical Information Report (Storm Drainage) 0 ...Bond El .. Insurance 0 Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 121 ...Construction/Excavation/Fill - Right-of-way Non Right-of-way 0 V ...Total Cut 185 cubic yards V ...Total Fill 1,269 cubic yards Geotechnical Report 0 .. Maintenance Agreement(s) 0 ...Traffic Impact Analysis 0 ...Hold Harmless - (SAO) 0 ..Hold Harmless - (ROW) .. Right-of-way Use - Profit for less than 72 hours .. Right-of-way Use - Potential Disturbance .. • Work in Flood Zone .. Storm Drainage ..▪ .Sanitary Side Sewer 0 .. Abandon Septic Tank 111 .. Grease Interceptor ..• .Cap or Remove Utilities .. Curb Cut Channelization V ...Frontage Improvements .. Pavement Cut .. Trench Excavation El ...Traffic Control 0 .. Looped Fire Line 0.. Utility Undergrounding ...Backflow Prevention - Fire Protection 6 " Irrigation 1.5 " Domestic Water 4" ..▪ .Permanent Water Meter Size... 4" WO # 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size o .e. S ewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private 0 FTNANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Holden at Southcenter, LLC Day Telephone: (206) 330-0620 Mailing Address: 1325 4th Avenue, Suite 1005 Seattle WA 98101 City State Zip Water Meter Refund/Billing: Name: Holden at Southcenter, LLC Mailing Address: 1325 4th Avenue, Suite 1005 Day Telephone: (206) 330-0620 Seattle WA 98101 City State Zip HAApplications \Forms -Applications On Line \2011 ApplicationsTennit Application Revised- 8-9-1Ielocx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.21.2 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 OWN7U Signature: D AGENT: Print Name: Alex Dalzell Mailing Address: 1938 Fairview Ave. E Date: 02/08/2019 Day Telephone: (206) 676-5644 Seattle WA 98102 City State Zip H: \Applications \Forms -Applications On Line \201 I ApplicationsTerinit Application Revised - 8-9-11.docs Revised: August 2011 bh Page 4 of 4 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME Holden at Southcenter PERMIT #VGISCrinagED19-0054 An y 1k 6.) If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement category: Mobilization 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) $5,000.00 $10,000.00 `, 5. Enter total excavation volume 185 cubic yards Enter total fill volume 1,269 cubic yards OOD $250 (1) 42500700' f,000.- -6761500 (4) Use the following table to estimate the grading plan review fee. Use the eater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 — 100 $23.50 101 — 1,000 $37.00 v 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 lgT 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1ST 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review Fees TOTAL PLAN REVIEW FEE DUE WITH PERMIT APPLICATION (1+4+5) $ /;2.99 49.25 (5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow-up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised 02/21/17 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) $ Il vD o 6;f�F5:6O (6) 7. Pavement Mitigation Fee (1 ) $ (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 2,350 SF (���, Pavement - Restoration w/ estimated 10-15 yrs 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 lst 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 02/21/17 2 $ 61 238.00 (8) ..1;22,8790-(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 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 $ DUE WHEN PERMIT IS ISSUED (6+7+8+9+10+11) $ 2.-4i 9 0.00 (10) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $60.00 per inspection. WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2017 - 1231.2917 Total Fee 0.75 $625 $6005 $6630 1 $1125 5 2.50 $16,137.50 1.5 $2425 25 $32,450 2 $2825 $48,0 $50,865 3 $4425 $96,080 $100,505 4 $7825 $150,125 $157,950 6 $12525 $300,250 $312,775 Approved 09.25.02 Last Revised 02/21/17 Temporaly Meter 0.75" $300 2.5" $1,500 3 Ogli‘ 21/5/9 Clear Form DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $ ,464.15 D19-0054 Address: 112 ANDOVER PARK E Apn: 0223000045 $1,464,15 DEVELOPMENT $1,421.82 PERMIT FEE R000.322.100.00.00 0.00 $846.56 PLAN CHECK FEE R000.345.830.00.00 0.00 $550.26 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $42.33 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R16825 R000.322.900.04.00 0.00 $42.33 $1,464.15 Date Paid: Friday, February 08, 2019 Paid By: HOLDEN AT SOUTHCENTER LLC Pay Method: CHECK 1038 Printed: Friday, February 08, 2019 10:38 AM 1 of 1 SYSTEMS DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $2,568.70 D19-0054 Address: 112 ANDOVER PARK E Apn: 0223000045 $2,568.70 DEVELOPMENT $2,000.00 PW PERMIT ISSUANCE/INSPECTION FEE R000.342.400.00.00 0.00 $1,000.00 PW CONSTRUCTION PLAN REVIEW R000.345.830.00.00 0.00 $1,000.00 PUBLIC WORKS $508.25 BASE APPLICATION FEE R000.322.100.00.00 0.00 $250.00 GRADING PLAN REVIEW R000.345.830.00.00 0.00 $49.25 GRADING PERMIT ISSUANCE R000.342.400.00.00 0.00 $209.00 TECHNOLOGY FEE $60.45 TECHNOLOGY FEE R000.322.900.04.00 0.00 $60.45 TOTAL FEES PAID BY RECEIPT: R17560 , $2,568.70 Date Paid: Thursday, May 02, 2019 Paid By: HOLDEN AT SOUTHCENTER Pay Method: CHECK 1048 Printed: Thursday, May 02, 2019 10:16 AM 1 of 1 SYSTEMS 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 P o' : Typ sp c on: Address: //2. Date Called: Special In u ' ns: , Date Wanted: am. Requester: Phone No: pproved per applicable codes. 'COMMENTS: Corrections required prior to approval. n pec 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 ElApproved per applicable codes. COM i n s pecto ections required prior to approval. Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cali to schedule reinspection.. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Sc uthcenter Blvd., #100, Tukwila. WA 98188 (206) 431-:3670 Permit Inspection Request Line (206) 438-9350 Dt9.-ca5 Pr ct: Ty f i1 Ct n: Address: t!Z Date Called: Special Ins €ti ans: b Date Wanted:O a. . m. /Z �., Requester: Phone No: proved per applicable codes. Corrections required prior to approval. 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 5outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431670 Permit Inspection Request Line (206) 438-9350 lProj Type Inspection:�� ��;-•, Ad Date Called: ress: 5" ons: ectal lnstruc t P _Date `at ted: a.m. p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: tae e Date; REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. � o City of Tukwila Department of Community Development March 11, 2019 ALEX DALZELL 1938 FAIRVIEW AVE E, SUITE 100 SEATTLE, WA 98102 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0054 HOLDEN OF SOUTHCENTER - 112 ANDOVER PARK E Dear- ALEX DALZELL, 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: Lynn Miranda at 206-433-7162 if you have questions regarding these comments. • 1. Prior to Demolition Permit approval, the following conditions of Design Review and Building Permit approval must be met: a. A certified arborist shall determine the value of the three Leyland cypress trees to be retained on -site. Please also forward this information to Lynn Miranda at Lynn.miranda@Tukwilawa.gov b. A financial assurance must be posted based on 50% of the value of the retained trees to ensure tree replacement should the retained trees be damaged or die as a result of construction impacts. The financial assurance shall be retained for three years. This may be collected and included as part of the Public Works right of way maintenance bond. 2. Prior to any demolition activity taking place, an inspection must be scheduled with Andrea Cummins, Tukwila's Urban Environmentalist to ensure that trees being retainedon site are adequately protected by a 6 foot tall chainlink fence completely encircling the tree(s) at the critical root zone boundary, and that the value of each trees is posted. See requirements in TMC 18.54.080. PW DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. • I. Provide a completed Public Works permit fee estimate sheet (PW Bulletin A2 enclosed). (For Public Works activities only including — erosion control, and any utilities capping. 2. Provide a TESC and Demolition Plan Sheet and a TESC Notes and Details Plan Sheet. Plan sheets to be signed, stamped, and dated by a Washington State Registered Engineer. 3. Show and label any utilities to be capped or abandoned. 4. Project is greater than one acre and therefore requires a Notice of Intent (N01) application form — Construction Stormwater General Permit to the Washington State Department of Ecology. Provide a copy of your Construction Stormwater General Permit for this project. 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. 1 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bill Rambo Permit Technician File No, D19-0054 6300 Southcenter Boulevard Suite #I00 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 112 Andover Park E — Holde outhcenter Permit Application #D19-0054 Demolition Permit Development Permit Corrections Response �CEIVED April 4, 2018 APR 0 4 2019 City of Tukwila TUKWILA 6200 Southcenter Boulevard PUBLIC WORKS Tukwila, WA 98188 RE: Holden Southcenter (Permit Application #D19-0054) Demolition Permit Corrections Response -1 ABALiii ARCHITECTURE URBANIRURAL RECEIVED CITY OF TUKWILA APR 0 It 2019 PERMIT CENTER The following are the Development Permit Corrections/Comments for Permit Application #D19-0054 and subsequent responses. BOLD TEXT: Correction Comment REGULAR TEXT: Response Planning Department CORR€CYION LTR# 1) Prior to Demolition Permit approval, the following conditions of Design Review and Building Permit approval must be met: a. A certified arborist shall determine the value of the three Leyland cypress trees to be retained on -site. Please also forward this information to Lynn Miranda at Lynn.miranda@Tukwilawa.gov b. A financial assurance must be posted based on 50% of the value of the retained trees to ensure tree replacement should the retained trees be damaged or die as a result of construction impacts. The financial assurance shall be retained for three years. This may be collected and included as part of the Public Works right of way maintenance bond. RESPONSE: See sheet L1.01 and attached arborist report which determines the value of the existing trees to be retained. Also see sheet L1.01 for an added note regarding the financial assurance. 2) Prior to any demolition activity taking place, an inspection must be scheduled with Andrea Cummins, Tukwila's Urban Environmentalist to ensure that trees being retained on site are adequately protected by a 6-foot-tall chain -link fence completely encircling the tree(s) at the critical root zone boundary, and that the value of each trees is posted. See requirements in TMC 18.54.080. RESPONSE: Contractor will schedule the required inspection prior to any demolition taking place. twpt- 00sL4 1 112 Andover Park E — Holdeouthcenter Permit Application #D19-0054 Demolition Permit Development Permit Corrections Response —1 Public Works ABALO ARCHITECTURE URBANIRURAL 1) Provide a completed Public Works permit fee estimate sheet (PW Bulletin A2 enclosed). (For Public Works activities only including — erosion control, and any utilities capping. RESPONSE: See attached PW Bulletin A2 2) Provide a TESC and Demolition Plan Sheet and a TESC Notes and Details Plan Sheet. Plan sheets to be signed, stamped, and dated by a Washington State Registered Engineer. RESPONSE: See sheet C01. 3) Show and label any utilities to be capped or abandoned. RESPONSE: See sheet C01. 4) Project Is greater than one acre and therefore requires a Notice of Intent (NOI) application form — Construction Stormwater General Permit to the Washington State Department of Ecology. Provide a copy of your Construction Stormwater General Permit for this project. RESPONSE: The Notice of Intent application was submitted to the Department of Ecology on 4/3/2019, application ID 21892. A copy of the construction stormwater general permit will be provided to the city at the time of permit issuance. Thank you for your time. Please feel free to contact me with any questions or if I might provide any further clarification. Sincerely, Alex Dalzell Urbal Architecture 206-676-5649 alexd@urbalarchitecture.com 2 Tree " _ ��������Inc m���N����UU�� ���� v^u�»��~vT-_DD APR��� �� �0�� w � ��^� CUNsy|t'gg8rh0p'stQ REVIEWED BY: TUKWILA PUBLIC WORKS Memorandum Urba|Architecture, Fazio @kAssociates 112Andover Park E,Tukwila, �VVA901QQ Appraisal of Leyland cypress trees February 1»,2019 Joseph Sutton -Holcomb |SACertified ArbmristPN-Q397/\ |SA Qualified Tree Risk Assessor Katie Hogan |SA[ertified ArboristPN'8O70A Trunk Formula Method Appraisal Calculations kc% 'V 0 0 5q Assignment & Scope Tree Solutions conducted a site visit on January 28, 2019 to appraise three Leyland cypress trees, located on the southeastern portion of the property. Rob Fazio of Fazio & Associates requested these services as part of the permitting process for developing the lot. ��w FRV,TETR Observatiunm& Discussion The three Leyland cypress trees are tagged with aluminum tree tags 322, 323,and 324.They are growing as a grove with shared canopies. All three trees appeared to have good health and vigor at the time of our assessment. The trees are growing in a planting strip between two paved areas, one area belonging to the property in question, and another to the property adjacent to the south. b Tree Appraisal Based on my observations on the site and using the Trunk Formula Method as described in the Guide for Plant Appraisal 9th edition, I calculated the appraisal value of tree 322 to be $3,160. The value for tree 323 is $4,740. The value for tree 324 is $2,720. Methods I evaluated tree health and structure utilizing visual tree assessment (VTA) methods. The basis behind VTA|sthe identification mfsymptoms, which the tree produces inreaction tuaweak spot orarea mf mechanical stress. Atree reacts tomechanical and physiological stresses bVgrowing more vigorously to re -enforce weak areas, while depriving less stressed parts (Mattheck & Breloer 1994). An understanding of the uniform stress allows me to make informed judgments about the condition of a tree. I made a diameter measurement of the trees at the diameter of standard height (DSH), typically located at54inches above grade. This measurement was 1g.3inches for Tree 322.For Tree 323,itwas 23.S inches. For Tree 334,itwas 17.Winches. 2940 Westlake Ave N#200 ' Seattle, WA98109 ' Phone206.528'467O vxxvvv.treeso|utiono.net Arborist Memo: Appraisal andCypmess Trees at112 AndoverPa Feburary 8, 2019 pg. 2of6 Valuation I performed calculations using the Trunk Formula Method described in the Guide for Plant Appraisal, 9th Edition ("Guide, 9th Ed") published by the International Society of Arboriculture (ISA) in cooperation with the Council of Tree and Landscape Appraisers (CTLA). The Trunk Formula Method is used to appraise the monetary value of trees considered too large to be replaced with nursery or field grown stock. Determination of the value of a tree is based on the cost of the largest commonly available tree and its cost ofinstallation, plus the increase in value due tothe larger size of the tree being appraised. These values are adjusted according to the species of the tree and its physical condition and landscape location (an average of site, contribution,and placement). Trees that remain with only a portion of the canopy being removed were adjusted for canopy loss. The Trunk Formula Method calculation uses the following equations: Appraised Value = [Basic Tree Cost] x [ Species %] x [Condition %] x [ Location %]. Basic Tree Cost = Trunk Area Increase of the appraised tree x Unit Tree Cost + Installed Tree Cost. Location = Site 96+Contribution 3S+Placement 9W/ 3. Adjusted Value = Appraised Value x % Canopy Loss Basic Tree Costs My Basic Tree Cost reflects a 3-inch caliper ball and burlap replacement tree and the cost of installation (3.7Sxwholesale cost, established 6vthe PNVV-|SA Species Rating Cmmnrnd1ea).|nWestern Washington, the PodficNorthwest Chapter ofthe International Society wfArboriculture sets this basic cost at $380 for coniferous. Species Rating My appraisal uses Tree Appraisal Factors identified in the latest edition of the Species Ratings for Landscape Appraisal released in November 2007 by the International Society of Arboriculture Pacific Northwest Chapter. This publication lists the species rating for Leyland cypress as40 percent. Condition Factor | assessed the trees' condition rating onanindividual tree basis. Each tree received arating based onthe method described in the "Guide to Judging Plant Condition" section of the CTLA Guide for Plant Appraisal, 91hEdition. The rating values are determined 6xusing ascoring system that looks atthe health of tree foliage and small branches/twigs, as well as the health and structure of scaffold branches, trunk, and roots. Based on my observations and knowledge of the species, each of these three trees received acondition rating of90.625 percent. 294UWestlake Ave N#JOO - Seattle, WA 98109 ' Phone2D6.528/467O vvvvvx.treeso|utions.net Arborb1Memo: Appraisal oceyland Cypress Trees at112Andover Pa Figure 1.Condition Ratings Roots '` ^�31w41,/ m .� Trunk Branch Twig Foliage � � It � � Condition ratings are as (4)noapparent issues, (J)rminuor issues, (2) major issues, blaotmnne issues. Scoring bdivided 8*the total (32)b7calculate the condition rating. Location Factor &4ylocation factor |s53 percent. This factor is the average of the ratings for site, plant contribution, and plant placement. Site Factor | rated site at50percent, based mnthe below average relative market value ofthe area based onthe value ofthe surrounding properties. Contribution Factor | rated the contribution factor at 60 percent based on the functional and aes hetic.benefits and amenities the plants provide to the setting. These benefits are affected by plant size, structure, foliage density, and distribution. Some of the functional and aesthetic contribution factors include: • Privacy screening w Wildlife habitat • Storm water mitigation services • Water quality services • Air quality services • Aesthetic benefits to landscape including softening of architecture, bringing natural elements into asuburban setting Placement Factor 8NVpercentage for placement value bSO percent and isbased onhow well the trees are providing the contributory amenities and benefits. The trees were purposefully installed in a planting strip, however, received a lower rating because they are beginning to outgrow the available space, and may create pavement and utility conflicts inthe future asthey grow. 294UWestlake Ave N#2OO ' Seattle, WA 98109 ' Phqne2D6.5J8.467O m/vvvv.treesn|utions.net Arborist Memo: Appraisal oC%yland Cypress Trees at 112 Andover Par Feburary 8, 2019 pg. 4 of 6 Figure 2. Appraisal Calculations (Trunk Formula Method) Tree No. 322 Common Name Leyland cypress Sriecies rating 40 Condi tion` 90.625 Site (%) 50 Contribution 60 Placement 50 100 Appraised Value ($) $3,160 323 Leyland cypress 40 90.625 50 60 50 100 $4,740 324 Leyland cypress 40 90.625 50 60 50 100 $2,720 t�tal $11,000 Total Using these numbers above and as shown in the attachment, I calculated the total value of the loss to be $ 11,000 (rounded to the nearest hundred). (Note: in accordance with plant appraisal guidelines, values less than $5,000 have been rounded to the nearest ten, values greater than $5000 have been rounded to the nearest hundred.) 2940 Westlake Ave N #200 • Seattle, WA 98109 • Phone 206.528.4670 www.treesolutions.net Photographs Photo 1. Trees 322, 323, and 324 are allrowinggas a • , a planting strip between two paved areasovon the southeastern edge ©f the property, in e 2940 Westlake Ave N #200 • Seattle, WA 98109 • Phone 206.528.4670 w w.treesolutions.net Arborist Memo: Appraisal eyland Cypress Trees at 112 Andover Pai, Feburary 8, 2019 pg. 6 of 6 Appendix A - Assumptions & Limiting Conditions 1. Consultant has agreed to undertake Services on the subject Site. Consultant assumes that the Client owns or is the agent for the owner of the Site and that the legal description of the Site provided by the Client is accurate. Consultant assumes that Client has granted a license over, under, upon, and across the Site for the limited purpose of providing Services. 2. Consultant assumes that the Site and its use do not violate and is in compliance with all applicable codes, ordinances, statutes or regulations. 3. The Client is responsible for making all relevant records and related information available to the Consultant and for the accuracy and completeness of that information. Consultant may also obtain information from other sources that it considers reliable. Nonetheless, Client is responsible for the accuracy and completeness of that additional information and Consultant assumes no obligation for the accuracy and completeness of that additional information. 4. The Consultant may provide report or recommendation based on published municipal regulations. The Consultant assumes that the municipal regulations published on the date of the report are current municipal regulations and assumes no obligation related to unpublished city regulation information. 5. Any report by Consultant and any values expressed therein represent the opinion of the Consultant, and the Consultant's fee is in no way contingent upon the reporting of a specific value, a stipulated result, the occurrence of a subsequent event, or upon any finding to be reported. 6. Ownership of any documents produced passes to the Client only when all fees have been paid. 7. All photographs included in our reports were taken by Tree Solutions, Inc. during the documented Site visit, unless otherwise noted. Sketches, drawings and photographs in any report by Consultant, being intended as visual aids, are not necessarily to scale and should not be construed as engineering or architectural reports or surveys. The reproduction of any information generated by architects, engineers or other consultants and any sketches, drawings or photographs is for the express purpose of coordination and ease of reference only. Inclusion of such information on any drawings or other documents does not constitute a representation by Consultant as to the sufficiency or accuracy of the information. 8. Unless otherwise agreed, (1) information contained in any report by Consultant covers only the items examined and reflects the condition of those items at the time of inspection; and (2) the inspection is limited to visual examination of accessible items without dissection, excavation, probing, climbing, or coring. 9. Consultant makes no warranty or guarantee, express or implied, that the problems or deficiencies of the plants or Site in question may not arise in the future. Any report is based on the observations and opinions of the authoring arborist, and does not provide guarantees regarding the future performance, health, vigor, structural stability or safety of the plants described assessed. Neither the Arborist nor Tree Solutions, Inc. has assumed any responsibility for liability associated with the trees on or adjacent to this project site, their future demise and/or any damage which may result therefrom. Any changes to an established tree's environment can cause its decline, death and/or structural failure. 10. Measurements are subject to typical margins of error, considering the oval or asymmetrical cross-section of most trunks and canopies. 11. Tree Solutions did not review any reports or perform any tests related to the soil located on the subject property unless outlined in the scope of services. Tree Solutions staff are not and do not claim to be soils experts. An independent inventory and evaluation of the site's soil should be obtained by a qualified professional if an additional understanding of the site's characteristics is needed to make an informed decision. 12. Our assessments are made in conformity with acceptable evaluation/diagnostic reporting techniques and procedures, as recommended by the International Society of Arboriculture. 2940 Westlake Ave N #200 • Seattle, WA 98109 • Phone 206.528.4670 www.treesolutions.net Tree 1f Spades diameter of Bask Trunk replace- Rice of Diameter Deciduous or Replacem ment tree replace- Appraised Iinches l Conferous ern Cost (InI menthe Trunk Nee Replace• meet Dunk Area Bask Value *AIM d Trunk Price (mplacem rounded to nearest Difference erd cost+ Adjusted Adjusted Co dn% Place 100 11)=5000; (bask price Adjusted value far value for SRe ikon mend Cakvlated Adjusted rounded to nearest Trunk xtrunk differences Spades spedee Condon condition Rating Rating Rating Location Lomb Percent 101145000 Diference difference)) Rat rp 0 Rail (%) (%) (%) Rating(%) Value(S) Lose AppnhadValue 322 cupresses x leylandli 19,2 Coniferous 380.00 3 $ 57,00 289,38 1 282 1607416,454 40 6,582 90.825 5964,6 50 60 50 53 $3,161 100% $3,160 323 cupresses x leylandil 23.5 Coniferous 380.00 w 3 5 57,00 433,52 7 426 24282 24,662 40 9,865 90.825 8940 50 60 50 53 $4,738 100% $4,740 324 cupressea x leylendi( 17,8 Coniferous 380.00 3 $ 57,00_ 248,72 7 242 13794 14,174 40 5,670 90.625 5138.1 50 60 50 53 $2,723 100% $2,720 Tree Solutions, Inc. 2940 Westlake Ave, N Suite 200 rvww,treesoludons•net Seattle, WA 98109 (206) 528-4670 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0054 DATE: 04/04/19 PROJECT NAME: HOLDEN OF SOUTHCENTER - DEMOLITION SITE ADDRESS: 112 ANDOVER PARK E Original Plan Submittal X Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division T kc,14-5'161 Public Works Fire Prevention Structural 11-10- 4/ Planning Division II Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/09/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues DUE DATE: 05/07/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping PW StaffInitials: 12/18/2013 CERMIT COORD COP'( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0054 PROJECT NAME: HOLDEN OF SOUTHCENTER SITE ADDRESS: 112 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # Revision # DATE: 2/08/19 before Permit Issued after Permit Issued DEPARTMENTS: KAIINieisionik/ -{f-f Public Works 040 e Prevention Structural iA\A P anning vi Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DATE: 2/14/19 Structural Review Required DATE: Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 3/14/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire Ping ED 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 REVISION SUBMITTAL RECEIVED CITY OF TUKWILA APR 042019 Revision submittals must be submitted in person at the PARIATerENTER Revisions will not be accepted through the mail, fax, etc. Date: 04/03/2019 Plan Check/Permit Number: D19-0054 ❑ Response to Incomplete Letter # 1 Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Revision requested by Jaimie Reavis ❑ Deferred Submittal # Project Name: Holden of Southcenter - Demolition Project Address: 112 Andover Park E, Tukwila WA 98188 Contact Person: Alex Dalzell Phone Number: 206-676-5649 Summary of Revision: This is a response to correction letter #1. Additional documents provided per correction letter comments: - Correction response letter (2 copies) - Public Works Bulletin A2 Type C Fee Estimate Worksheet (2 copies) - Tree appraisal memorandum (2 copies) - Civil Sheet CO1 (2 copies) - Landscape Sheet L1.01 (2 copies) Revised Sheet Numbers: L1.01, C01. Revisions are clouded and marke with a delta D1 Received at the City of Tukwila,I PermitJCenter b X] Entered in TRAKiT on - / -/ WAPermit Center\Ten,lates\Forms\Revision Submittal Fonadoc D...:e.A• A........ lfllc Flume Espailol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries A-Z Index Heir) Nly Workplace Rights Trades & Licensing ALLIANCE PACIFIC NW BLDRS LLC Owner or tradesperson HARRISON, BRETT ROBERT Principals HARRISON, BRETT ROBERT, PARTNER/MEMBER CT CORPORATION, AGENT WA UBI No, 603 221 710 140 GRAND STREET STE 300 WHITE PLAINS, NY 10601 206-330-0618 Business type Limited Liability Company Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Not allowed to have apprentices. License Verify the contractor's active registration I license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. ALLIAPN871LK Effective — expiration 06/12/2013— 06/12/2021 Bond Cincinnati Ins Co Bond account no. 0548995 Received by L&I 06/12/2013 Insurance Gemini Ins Co Policy no. vggp003827 Received by L&I 01/29/2019 Insurance history $12,000.00 Effective date 07/12/2012 Expiration date Until Canceled $1,000,000.00 Effective date 01/31/2019 Expiration date 01/31/2020 Help us improve Savings No savings accounts during the previous 6 yel'!+aeriod. 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 Public Works Requirements Workplace safety and health t) Washington Slate Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve I— -- --- — -----.__........_-------"--------....--- _....--------- ...... .---,---------- L..._----.....----.......-----------........ _....._...,---------........---------._.....----....-..---- I I I _ -- ---- �,. ----- (27) 1� ITS u is VAT ---] PA LL. _— I —�------------ —� ---- - - ----- --�— ----- 2-11 7 -1 f .PROPERrrra❑N—E -i---- r C-_d __ _ �r_ � iEXISTI�NG� ELCV U T L � -- REF SURVEY SEPARATE PERMIT. R UIRED F0R. Mechanical Electrical Plumbing Gas Piping City of Tukwila SO LDING DIVISION REVISIONS No Changes shall be made to the scope Of work without )nor aporoval of the Tukwila Building Dmsion. NOTE: Revisions will reautre a new plan submittal and may include additional plan review. I FILE GOP permit No. Plan review approval is $uD1ec110 errors ano omissions. Approval of oonsirudion oacuments does not authnn¢e the ysTanon of any, adooted code or ordinance Rece'DI of aQU ved Fieltl Copy and col do is n �ad9ed � Date: Cny or u BUILOiNG OIVISION I ELECTRICAL CONDUIT o co I ANDOVER PARK E. i POINT OF ACCESS h �� FOR DEMOLITION 2 \ J ,�� 4.5' 4 fELill CD F ------------ --------------- ----- -- J-EC +� � — W R7-1 21r-0,rz — �HH -6 al I jl 1 PROPERTY LILi NE S I � i ELECTRICAL CONDUITI SITE- DEMOLITION- - - - - - - - - - - - - - - -- - -- - -- -- - - - - - - - - - - - - - - - - ---- - - -- - - -- - - - -- - - - - - - - - - - - - - - - - - -- - - - - - - - - -- - - - - - - - - --- - - - - T 10 _ REVIEWED FOR CODE COMPLIANCE APPROVED APR 16 2019 ICJ PL City of Tukwila BUILDING DIVISION These plans have been reviewed by the Public_ RECEIVED Works Department for conformance with current City standards. Acceptance is subject to errors and FEB 13 2019 omissions which do not authorize violations of ,. adopted standards or ordinances. The responsibility TUKWILA for the adequacy of the design rests totally with the PUBLIC WORKS designer. Additions, deletions or revisions to these drawings after this date will void this acceptance - and will require a resubmittal of revised drawings - RECEIVED subsequent approval. - CITY OF TUKWILA Final acceptance is subject to field inspection by FEB 0 8 2019 ,he Public works utilities inspector. - Date: - Sp::JERMIT CENTER Clam 12 URAL ARCHITECTURE URBANIRURAL 1938 Fairview Avenue East SUITE too Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license SEO,v CT ,, ARCHITECT CH D i ENTZ STATE OF WASHINGTO, consultant logo project name HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 DEMOLITION PERMIT key plan ''.... submittalVrevisions 100%SD SET 10.10.2018 30% DO SET 11,16.2018 60% DID SET 12.14.2018 BUILDING PERMIT SET 01.11.2019 DEMOLITION PERMIT 02,08,2019 drawing title DEMOLITION SITE PLAN drawing information DATE 02.08.2019 SCALE 1 - 10'-O' DRAWN AV JOB # 17 027 copyrght bI v.bala a, al caa,I d F rry h k d I d -Y 9rN of U b i h" f � antl N b etl' rrt [trout.he wrieeen a hcrizat m of U ba AdM1'tecture PLLC. sheet number ------------------------ I I I I I I I I i I I I I I N I 20 10 0 20 40 SCALE IN FEET KEY NOTES: _ DETAIL/ KEY NOTE: SHEET INSTALL TEMPORARY INLET PROTECTION ON EX SO INLET OR SDI CLOSEST SO INLET DOWNSTREAM OF SITE & SHALL BE CLEANED OF ANY CONSTRUCTION DEBRIS AS REQ CONTRACTOR TO REUSE EX DWY AS CONSTRUCTION ENTRANCE OR CE INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE CONTRACTOR TO SWEEP STREET DAILY OR MORE OFTEN IF NECESSARY TO REMOVE TRACKED SEDIMENT VE TREE PROTECTION FENCING RE ALL EX ONSITE HARD SURFACES TO BE REMOVED UNLESS OTHERWISE - NOTED ©INSTALL HIGH VISIBILITY FENCE _ ALONG BACK OF CURB EX STREET TREE TO BE REMOVED 1 O (TYP). SEE SHEET CO2 FOR NEW STREET TREE LOCATIONS OINSTALL 368 LF LINED INTERCEPTOR SWALE 86 LF LINED INTERCEPTOR _ OINSTALL SWALE INSTALL MIN 1,216 SF SURFACE AREA (AT PONDING DEPTH) LINED SEDIMENT POND WITH FLOATABLE PUMP. ROUTE OVERFLOW TO EX CB IN ANDOVER PARK E. OSTORM NEAR THE SWC OF THE SITE. ADJUST POND LOCATION AS REQ TO MAINTAIN MIN CLEARANCE FROM EX UTILITIES & TO ACCOUNT FOR CHANGING SITE CONDITIONS INSTALL CULVERT UNDER ENTRANCE FOR - OCONSTRUCTION CONVEYANCEOFINTERCEPTOR SWALE FLOWS ONSITE SO INLETS/PIPES TO BE OALL REMOVED (TYP) EX UNDERGROUND UTILITIES TO BE PER (DREMOVED/ABANDONED PSE/SERVICE PROVIDER REQUIREMENTS (TYP) EX WATER SERVICE TO BE REUSED IRRIGATION SERVICE. SEE OFOR LSACPE PLANS FOR DETAILS. SEE _ SHEET C07 FOR DETAILS O 822 LF PERIMETER PROTECTION - 10 STOCKPILE LOCATION - CONSTRUCTION STAGING ZONE. ,I STABILIZE WITH HOG FUEL OR - EQUIVALENT 12 EX TREES TO REMAINIV - EX 6" FIRE SERVICE TO BE CAPPED 13 AT PL FOR FUTURE SITE USE, PROVIDE TEMP BLOCKING EX SANITARY SIDE SEWER (LOCATION TO BE VERIFIED IN FIELD BY CONTRACTOR) TO BE CUT, 14 CAPPED, & ABANDONED. - ABANDONED PIPE SHALL BE PUMPED W/ CDF PER COT REQUIREMENTS . INSTALL PERIMETER PROTECTION SUCH AS SILT FENCING, COMPOST SOCKS, OR STRAW WATTLES IN ACCORDANCE WITH APPENDIX D OF THE 2016 KING COUNTY SURFACE WATER DESIGN MANUAL GENERAL NOTES: 1. CONTRACTOR TO KEEP STRAW WATTLES ONSITE AND USE AS NEEDED. 2. BMP'S SHALL BE CONSTRUCTEDIINSTALLED IN ACCORDANCE WITH APPENDIX D OF THE 2016 KING COUNTY SURFACE WATER DESIGN MANUAL. DATUM: HORIZ: NAD 83/91 VERT: NAVD 88 I Cn CAIM. X TREE REMOVAL CONSTRUCTION ENTRANCE _ TREE PROTECTION �— FENCING HVF— HIGH VISIBILITY FENCE STOCKPILE LOCATION PERIMETER PROTECTION ABBREVIATIONS: BM =BENCHMARK SOTS = BOTTOM OF STAIR CB = CATCH BASIN CL = CENTER LINE CONC =CONCRETE CW = CONCRETE WALK GR = GRADE EL = ELEVATION EOP = EDGE OF PAVEMENT EX = EXISTING EG = EXISTING GRADE FF = FINISHED FLOOR FG = FINISHED GRADE FL = FLOWLINE IE = INVERT ELEVATION LSCAPE = LANDSCAPING LT = LEFT M.I.C. = MONUMENT IN CASE NO, = NUMBER PC = POINT OF CURVE PT = POINT OF TANGENT RT = RIGHT STA = STATION STD =STANDARD TOO = TOP OF CURB TOP = TOP OF PAVEMENT TOPS = TOP OF STAIR TYP = TYPICAL TEMPORARY EROSION & SEDIMENT CONTROL PLAN NOTE: THIS PLAN IDENTIFIES THE MINIMUM MEASURES REQUIRED: ADDITIONAL MEASURES MAY BE REQUIRED BASED ON CONSTRUCTION METHODS AND ACTUAL AREA OF DISTURBANCE. R=1 A=9 L=1' APR 0 5 2019 Cny OT I ukwila PUBLIC Works 04M l i CITY OF TUKWILA GENERAL NOTES: 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS 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. T 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. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. 14, CONTACT CITY'S URBAN ENVIRONMENTALIST (ANDREA.CUMMINS@TUKWILAWA.GOV) PRIOR TO ANY CONSTRUCTION ACTIVITY TAKING PLACE TO VERIFY TREE PROTECTION MEASURES AREINSTALLED. OF TUKWILA GRADING AND EROSIO P11I11 AIl1T1�!'�_ 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2, BEFOjtE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 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 FINALSITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGHzSEPTEMBER 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. c. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. T FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF TOE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED, 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS, 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMI�ORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE ERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJA ENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM DAM GE DURING GRADING OPERATIONS.THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT'BE NSITIVE AREAS, THE[ I BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: I a. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. b. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR _ TO M±ODIFYING THE ESC PLAN. REVIEWED FOR C. MI`',INTAIN ALL ROAD. DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYST ODE COMPLIANCE CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN "• APPROVED d. R PAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIE AND APR 16 2019 DRAAGE FACILITIES. - e. I SPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AN MAKE NEEDED REPAIRS IMMEDIATELY. City Of TukwilaBUILDING DIVISIO II RE C0 RNG1'*N CITYOFTUKWILA LTR>#. I— APR 0 4 2019 RECEIVED -10 40% 40% lt�%_A% APR 0 4 2019 TUKWILA PUBLIC WORKS ARCHITECTURE 1938 Fairview Avenue East sulTe,00 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 O p. SCHOS OF WA P4E �4'C� �2 R6GISTERE SS7ONAL. � 31620 23rd Ave S Suite 307 Federal Way, WA 98003 P: 206.523,0024 F: 206.523,1012 www.dcgengr.com project name HOLDEN AT SOUTHCENTER 112 ANDOVER PARK EAST TUKWILA, WA 98188 DEMOLITION ONLY PERMIT key plan submittals/revisions 100%SO SET 10.10,2018 30% DO SET 11.16.2018 60% DO SET 12.14,2018 BUILDING PERMIT SET 01,11.2019 FOUNDATION PERMIT 02.08.2019 DEMOLITION PERMIT 04.04.2019 drawing title TEMPORARY EROSION & SEDIMENT CONTROL PLAN drawing Information DATE 04.04.2019 SCALE AS NOTED DRAWN ON JOB # 17-027 Copyright 8 8Urt NdPteclure,PLL UrtalArchi,ed PLLCreaery monlsvwpyNht antl oNx DmPaM,ighta In thiatlacumrnl A6 tlrawn. eI wnnendrcwmeom meboremm.u,wamm� a umai ar<himwre PLX.Pwca pMasa p shell natfo be usetlNwhdearin pP wllhou((ha wMten awlw�aarwlauroal Archireaare, Lc. sheet number 1 1 1 H 5'X &TREE GRATES * NEW STREET TREES @ 30' O.C. I 8"ROOT BARRIER AT CURD SIDE, TYP. 0 U� L_j LJ -T- (J� PROPOSED TREE, TYE. LJ -Jim, 1 12. BIKE �;K' TYP. 0 Uj -Uj §1 PEDESTRIAN rIAN LIGHT PER CITY Of TUKWILA STANDARD, SEE CIVIL I I I SCULPTURAL ELEMENT - IN ENTRY; EXACT 51ZE AND LOCATION To BE DETERMINED AS DESIGN DEVELOPS L'i CONCRETE RAIvtr BY OTHEP5, SEE CIVIL LL Lj-j --j < LLJ 0 NEWSIDEWALK- WITH 2'x 21 SCORING I I II PARKING LOT LANDSCAPE CALCULATIONS: 1. TOTAL INTERIOR PARKING LOT STALL: 2. MINIMUM 20 SF1 STALL PER TMC 18,28,2 3. CODE MINIMUM REQUIREMENT FOR 58 58 X 20 = 1,160 SF 4. TOTAL LANDSCAPE AREA PROVIDED: 2 BENCH NEW RIVER VIEW SIDE WALK WITH 2'x 2, SCORING CONCRETE RAMP BY OTHERS, SEE CIVIL NEW PLANTING AREA WITH SHRUBS B GPOUNDCOVEP, TYP 18" ROOT BARRIER AT CURB SIDE, TYP. EL GENERALNOTES 1. SEE 1100 SHEET SERIES FOR ADDITIONAL PLANS AND INFORMATION. 2. SEE L200 SHEET SERIES FOR PLANTING SCHEDULES, NOTES AND DETAILS. 3. ALL PLANTING IN PUBLIC R.O.W. SHALL BE PER CITY OF TUKMLA STANDARD PLANS AND SPECIFICATIONS. 4. NO STAKING NEEDED FOR NEW TREES. 5. ALL BURLAP, STRING AND BASKETS MUST BE REMOVED FROM THE TREES UPON PLANTING. 6. ALL PLANTING AREAS TO RECEIVE IRRIGATION SYSTEM THAT INCLUDES TRADITIONAL IRRIGATION HEADS AND/OR DRIP IRRIGATION, SLEEVING, LATERALS, CONTROL VALVES, GATE VALVES AND QUICK COUPLERS. TRADITIONAL IRRIGATION SYSTEM TO BE FURTHER DESIGNED DURING BUILDING PERMIT PHASE. 7. MASTER CONTROLLER TO BE LOCATED IN BUILDING DURING BUILDING PERMIT AND CONSTRUCTION DOCUMENT PHASES. 19N #N 5 d REVIEWED FOP .0 1 1 U CODE COMPLIANI APPROVED APR 16 2019 URBAL0 ARCHITECTURE URBANIRURAL 1938 Fairview Avenue Fast SUITE 100 Seattle, WA 98102 info@urbalarchitecture.com www.urbalarchitecture.com T 206-257-0972 license consultant logo UN ZF- Ej U]W W "Zi E Ej Ej< A�- L3 w rn UjO tg UjZ �'—F7 LL' project name HOLDEN AT SOUTHICENTER 112 ANDOVER PARK EAST TUKVALA, WA 98188 key plan submittals/revisions 100% SD SET 10.10.2018 30% DO SET 11.16.201f 60% OD SET 12.14.2018 BUILDING PERMIT SET 01.11.2019 50%CD SET 02.22-2019 BID SET 03.22.2019 DEMO CORR #1 A 03.27-201 drawing title GROUND LEVEL LANDSCAPE PLAN drawing Information DATE 03.22.2019 SCALE x"=1'—O" DRAWN RIF JOB # 18-013 copyy�rIght 02M8 U*d thbd Mddbebr4 mw w and DervDervwwrky b ft 4-.-t I 6--. of L"d kdftb- w t =b—W III th. ft SIM sheet number L1.01 City of BUILDING DIVISIO