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Home My WebLink AboutPermit D15-0145 - DUWAMISH GARDENS - DEMOLITIONDUWAMISH GARDENS DEMOLITION 11269 E MARGINAL WAY S FXPJA]r"ED 12127115 D15-0145 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 1023049055 Permit Number: D15-0145 Address: 11269 E MARGINAL WAYS Issue Date: 6/26/2015 Permit Expires On: 12/23/2015 Project Name: DUWAMISH GARDENS - DEMOLITION Owner: Name: TUKWILA CITY OF Address: 6200 SOUTHCENTER BLVD #100 , TUKWILA, WA, 98188 Contact Person: Name: ANTHONY STOLZ Address: 2500 E VALLEY RD, SUITE C-3 PO BOX 188, RENTON, WA, 98057 Contractor: Name: MCCANN CONSTRUCTION ENTERPRISE Address: 2500 E VALLEY RD #C-3, RENTON, WA, 98057 License No: MCCANTE979K3 Lender: Name: PROPEL INSURANCE Address: 925 FOURTH AVE, SUITE 3200, SEATTLE, WA, 98104 DESCRIPTION OF WORK: Phone: (425) 254-9999 Phone: Expiration Date: DEMOLITION AND REMOVAL OF SIX STRUCTURES INCLUDING TWO OLDER HOMES, ONE LARGE BARN, ONE LARGE STEEL STORAGE OUT BUILDING, ONE SMALL WOODEN BUNKHOUSE AND ONE SMALL WOODEN SHED AND THEIR RESPECTIVE FOUNDATIONS. ALL MATERIAL WILL BE SALVAGED OR HAULED TO A LICENSED DUMP FACILITY. Project Valuation: $121,500.00 Fees Collected: $2,892.12 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Occupancy per IBC: R-3 Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: Date: L I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: 6-2,6 —1-5 Print Name: 40�vly(" S -rQL z- This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: 'PUBLIC WORKS PERMIT CONDITIONS' 9: Schedule and attend a Preconstruction Meeting with the Public Works Department (Dave Stuckle, Public Works Inspector and Carol Lumb, Planning Division), prior to start of work under this permit. To schedule, call Public Works at (206) 433-0179. 10: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 11: Permit is valid between the weekday hours of 7:00 a.m. and 10:00 p.m. only. Coordinate with the Public Works Inspector for any work after 5:00 p.m. and weekends. 12: Any material spilled onto any street shall be cleaned up immediately. 13: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 14: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 15: Contact Dana Dick at Valley View Sewer District (206) 242-3236 for removal/capping of existing sanitary side sewer. This property is served by the Valley View Sewer District. 16: Any septic tanks in the area shall be pumped empty and removed or filled with sand. A copy of the documentation from the business that performed the pumping shall be provided to the Public Works Inspector. 17: Water utilities shall be plugged at the main(s) if they are to be abandoned. If they will be used again in the near future, they shall be capped at the water meter. Coordinate with the Public Works Inspector and Water Superintendent. 18: 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. 19: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 5200 EROSION MEASURES 5210 EROSION MEASURES FNL 0101 PRE -CONSTRUCTION 1600 PUBLIC WORKS FINAL 5130 WATER METER - PERM CITY OF TUKWILA Community Development Department Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.p,ov Building Permit No. W1 _) — Project No. Date Application Accepted: Date Application Expires: (For office use on10 CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 1023049055, ...60, and ...71 Site Address: 11269 East Marginal Way South Suite Number: Floor: Tenant Name: City of Tukwila New Tenant: ❑ .....Yes m ..No PROPERTY OWNER Name: City of Tukwila Address: 6300 Southcenter Blvd., Suite 100 City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Anthony Stolz (McCann PM) Address: 2500E Valley Road, Suite C-3, PO Box188 City: Renton State: WA Zip: 98057 Phone: (425) 254-9999 Fax: (425) 254-1334 Email: GENERAL CONTRACTOR INFORMATION Company Name: McCann Construction Ent., Inc. Address: 2500 E Valley Road, Suite C-3, PO Box 188 City: Renton State: WA Zip: 98057 Phone: (425) 254-9999 Fax: (425) 254-1334 Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: N/A Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: N/A Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDERBOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: propel Insurance (S417056) Address: 925 Fourth Ave, Suite 3200 City: Seattle State: WA Zip: 98104 H:\Appliwtions\Fonns-Applications On Line\201 I ApplicationsTertnit Application Revised - 8-9-1 Ldocx Revised: August 2011 bh Paget of 4 BUILDING PERMIT INFORMATION 2206-431-3670 Valuation of Project (contractor's bid price): $ ',e g g �'�_ /Z� � Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Demolition and removal of six structures including two older homes, one large barn, one large steel storage outbuilding, one small wooden bunkhouse, and one small wooden shed, and their respective foundations. All material will either be salvaged or hauled to a licensed dump facility. Will there be new rack storage? ❑..... Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 2 Floor Yd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? V....... Yes El ....... No If "yes", explain: Demo for Habitat Project FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None 21 .......Other (specify) Demo Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes Z .......No 1f "yes, attach list of materials and storage locations on a separate 8-112 " x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ ....... On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicatiom\Fomts-Applications On Line\101 I ApplicationsTennit Application Revised - 8-9-1 I.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFOkA4ATION — 206-433-0179 Scope of Work (please provide detailed information): Demolition and removal of six structures including two older homes, one large barn, one large steel storage outbuilding, one small wooden bunkhouse, and one small wooden shed, and their respective foundations. All material will either be salvaged or hauled to a licensed dump facility. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila m...Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System— For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which aor m ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer m ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ .. Curb Cut ❑ .. Channelization ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Fortns-Applications On Line\101 I Applications\Pe it Application Revised - 8-9-1 Ldocx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 06/ 12/2015 Print Name: Anthony Stolz Day Telephone: (425) 531-0971 Mailing Address: PO Box 188 Renton WA 98057 City State Zip H:Wpplications\For -Applications On Line\2011 Applications]? r it Application Revised - 8-9-11.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $1,788.03 D15-0145 Address: 11269 E MARGINAL WAY S Apn: 1023049055 $1,788.03 DEVELOPMENT $1,703.10 PERMIT FEE R000.322.100.00.00 0.00 $1,698.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $84.93 TECHNOLOGY FEE TOTAL1 R000.322.900.04.00 0.00 $84.93 Date Paid: Friday, June 26, 2015 Paid By: MCCANN CONSTRUCTION Pay Method: CHECK 008400 Printed: Friday, June 26, 2015 12:56 PM 1 of 1 CRW SYSTEMS Date Paid: Friday, June 12, 2015 Paid By: MCCANN CONSTRUCTION ENTERPRISE Pay Method: CHECK 008369 Printed: Friday, June 12, 2015 3:43 PM 1 of 1 ��' I�!, SYS7EM5 MCCANN TRUCKING & EXCAVATING Home Inicio en Espanol Contact Page 1 of 3 search L&i s� Lei Safety Claims & Insurance Washington State Department of Labor & Industries MCCANN TRUCKING & EXCAVATING Owner or tradesperson PO BOX 188 RENTON, WA 98057 Principals 425-228-2316 KANYER, JEFFREY MICHAEL, PRESIDENT KING County ENGELHARDT, PAUL GERARD, VICE PRESIDENT BURTON, GREGORY, VICE PRESIDENT (End: 04/05/2004) Doing business as MCCANN TRUCKING & EXCAVATING WA UBI No. Business type 602 286 020 Corporation Parent company Governing persons MCCANN CONST ENTERPRISES INC GREGORY GEORGE BURTON; JEFFREY MICHAEL KANYER; PAUL GERARD ENGELHARDT; License A-Z Indez Help My Secure LST Workplace Rights Trades & Licensing 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 MCCANTE979K3 Effective — expiration 05/23/2003— 06/12/2017 Bond EMPLOYERS MUTUAL CAS CO $12,000.00 Bond account no. S351693 Received by L&I Effective date 04/16/2007 05/21/2007 Expiration date Until Canceled Insurance .............. . Zurich American Ins Co $1,000,000.00 Policy no. CP03999999001 Received by L&I Effective date 06/13/2011 05/15/2011 Expiration date https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602286020&LIC=MCCANTE979K3&SAW= 6/12/2015 IL INSPECTION RECORD Retain a copy with permit D15 I gT �] INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: z6 ,roc (0q I a S Date Called: . Special Instructions: I Date anted: j a.m. j5 - (� p.m. Re uester Phone No: 06 S7 f6 Inspector: Oatz 4 a ! A REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. NOTICE TO CONTRACTOR CONSTRUCTION CONTRACTOR'S RESPONSIBILITY' Before bidding or starting any construction work, you are required to obtain a written asbestos report from the building owner or owner's agent. The report must be based on a survey by an accredited AHERA building inspector unless the building owner assumes materials in the structure are asbestos or has other convincing documents showing asbestos is not present in the work area. A building owner may know asbestos has been removed during prior work or that a new building has been constructed using materials certified to be asbestos free. If you discover suspect asbestos materials, you must report them to the building owner within 24 hours. Asbestos materials may be found in enclosed structures or between other materials, where they are not accessible before.. work. State law specifies a minimum $250 per day fine for failure to obtain the asbestos report. This fine can be applied to both the contractor and building owner. Additional fines may be applied if workers are exposed to airborne asbestos. Washington State Department of Labor & Industries regulations & policy with regards to asbestos removal. A Copy of the asbestos report must be made available to the building inspector prior to the first inspection. In addition, if asbestos has been found, confirmation of the completed abatement work must be provided to the building inspector. Inspection scheduling will not be accepted until this documentation is received by the building inspector. City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 11 /2/2015 ANTHONY STOLZ 2500 E VALLEY RD, SUITE C-3 PO BOX 188 RENTON, WA 98057 RE: Permit No. D 15-0145 DUWAMISH GARDENS - DEMOLITION 11269 E MARGINAL WAY S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/27/2015. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/27/2015, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D15-0145 6300 South.center Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COOR® COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0145 DATE: 06/12/15 PROJECT NAME: DUWAMISH GARDENS - DEMOLITION SITE ADDRESS: 11269 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: /�-, C�li,---C `S Bu n tvtsion Public Works in PRELIMINARY REVIEW: Not Applicable ❑ (no approvalh•eview required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) / Notation: � \I-� WAA REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued ire Prevention Planning Division Structural ❑ Permit Coordinator It DATE: 06/16/15 Structural Review Required ❑ DATE: DUE DATE: 07/14/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Perinit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/1 sno13 VELE COPY Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy an!1fonditions is acknowledged: By: Date: 6-Z6 0� City of TulwAla 13V[a1i'I'AP: Project Site Address: 11269 East Marginal Way South Tukwila, WA 98168 DUWAMISH GARDENS HABITAT PROJECT l s 1 I � P i is r7%1 :s �° T '1: 1i 1 tj'ude ad: ;uonal tar. -I 6o PROJECT BOUNDARY Project No. 90630102 MARCH 2O15 Mayor: Jim Haggerton Director of Public Works: Bob Giberson, P.E. City Engineer: Robin Tischmak, P.E. City Council: Kate Kruller, President; Joe H. Duffie, Allan Ekberg, Kathy Hougardy, De'Sean Quinn, Dennis Robertson, Verna Seal DRAWING INDEX SHEET SHEET TITLE GENERAL 1 COVER SHEET 2 EXISTING CONDITIONS PLAN EROSION CONTROL 3 TEMPORARY EROSION AND WATER CONTROL PLAN 4 EROSION AND WATER CONTROL DETAILS LANDSCAPE 5 DEMOLITION, CLEARING AND GRUBBING PLAN 6 SITE LAYOUT PLAN 7 MATERIALS PLAN 8 DETAIL AREA PLAN 9 GRADING AND DRAINAGE PLAN 10 IRRIGATION PLAN 11 PLANTING PLAN 12 PLANT SCHEDULE 13 ADDED SITE AREA: LAYOUT AND GRADING PLAN 14 ADDED SITE AREA: IRRIGATION AND PLANTING PLAN 15 SITE SECTIONS 16 DETAILS: PLANTING 17 DETAILS: HABITAT FEATURES 18 DETAILS: MISC. 19 DETAILS: SITE AMENITIES 20 DETAILS: SURFACING 21 DETAILS: STONE WALLS 22 DETAILS: SITE AMENITIES AND TRAIL 23 DETAILS: MISC. 24 IRRIGATION SCHEDULE AND DETAILS 25 IRRIGATION 26 STORM DETAILS 1 27 STORM DETAILS 2 28 FOCAL POINT STRUCTURE h a.. em .............................................. www....MP YI62015 PUBLIC WORKS DEPT. a• g DS Y16ws wwa .le YI62015. �.a reIlrlan ,A oy a9w Y:71 :-,.,--....,....� 1908, -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- � .Y1GQ015 btlfim � ca REVIEWED FOR CODE CO 6PLIAIRICE APPROVED JUN 2 4 2015 Consultant Design Team: Landscape Architect: oo*'� Ja. brennan r .. , FE IT ,-ED FOR: Q4'e'Chanical G3111I9ctrical Li�mbing Gas Piping C' y of Tukwila R-t11l. nWIG DIVISION Maul Foster Alongi, Inc. 911 Western Avenue, Suite 575 Seattle, WA 98104 aSSOCaaces PLLC l—&Mpe Aahiu h Plumm 100 S. King Street Suite 200 Seattle, WA 98104 206.583.0620 In Association with: Civil Engineer: L drologic, Environmental, & City of Tukwila Geotechnical Engineer: BUILDING DIVISION APPROVED JUN 19 2015 Laity of Tukwila PUBLIC Works 0011 Shannon & Wilson, Inc. 400 N 34th Street Seattle, WA 98103 Surveyor & Structural Engineer: Lin & Associates, Inc. 901 Fifth Avenue, Suite 1610 Seattle, WA 98164 Aquatic Sciences: IJUN 15, 2015 TUKVVILA PUBLIC WORKS RECEIVED CITY OF TUKWILA JUN 12 2015 Taylor Aquatic Science & Policy PERMITCEW1 ER 206-755-3211 CALL 2 DAYS � 0 BEFORE YOU DIG 1-800-424-5555 ,&RVERGROUM UI.UW LOGA11ON6 AK APPRO%a r . L rT . ?0. A-, ............................................... ......... ... ........_ DUWAMISH GARDENS HABITAT PROJECT- ._........... -...................................-..........._..._._ Z8 fiend PV 100%COM COVER SHEET xe10 g0 �' date 31164015 P—id.G 11 Bu1:d. eA 19. o- WA, -... — ..eg. C=dili... Ag—.1 ... vw. b.r.. - A—y. V.<S_y 8-1, S(t_E P&&A) 1 NOTES: 8. CONCRETE FOUNDATIONS SHAH BE DEMOLISHED AND REMOVED FROM THE SITE. 1. ALL WORK AND CONTRACTOR EQUIPMENT TO REMAIN A MINIMUM OF 10' AWAY FROM 9• SEE ASBESTOS AND LEAD PAINT BUILDING MATERIAL SURVEY BY PBS DATED JULY 27, 2D09, IN THE PROJECT SPECIFICATIONS FOR HAZARDOUS MATERIAL THAT SHALL BE REMOVED FROM THE BUILDING 'F _ GUIDEWAY IN ANY DIRECTION. TRACK ACCESS PERMIT REQUIRED FOR WORK E 1 PRIOR TO DEMOLITION. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR THE DISPOSAL OF HAZARDOUS MATERIALS. REMOVE - :- - ' ABANDON EXISTING WA R SERVICE IN CLOSER THAN 10'. CONTRACTOR WILL OBTAIN A TRACK ACCESS PERMIT IF UNDERGROUND /�i REQUIRED. 10. THE CONTRACTOR SHALL CAP BOTH HOUSES' SANITARY SEWER SERVICES BEHIND THE SIDEWALK. THE DEPTH 1510+ FEET DEEP. CAP PER THE REQUIREMENTS OF THE VALLEY VIEW SEWER DISTRICT. THIS 7 !r . - //� EXISTI BY LOCA DLE AN REMOVING STORAGE ANK, 1,' T=`FJ(ISTING 1' SADDLE ON 1 ' D.I. WATER 1 IS THE FIRST ORDER OF CONSTRUCTION AFTER INSTALLATION OF THE EROSION CONTROL SYSTEMS. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE VALLEY VIEW SEWER DISTRICT. THEIR PHONE FIELDN --,I 2. SITE CONTAINS A SOUND TRANSIT-0NUMBER IS WNED EASEMENT FOR THE CENTRAL LINK (206) 242.3236. hi' F MAIN AND INSTALlJNG A R PAIR CLAMP. GUIDEWAY, AND ABOUND TRANSIT -OWNED EASEMENT THAT CONTAINS r THE WATER MAIN'JS APPR 4' IN UNDERGROUND POWER LINES. THE LINES AND ASSOCIATED DUCTS ARE OPERATED 11. THE CONTRACTOR SHALL DEMO SIDEWALKS FROM THE DRIVEWAY TO THE HOUSES -'' r' 3 ` U? v DEPTH. CONTACTHE TU ILA WATER BY SEATTLE CITY LIGHT. CONTRACTOR SHALL FOLLOW RESTRICTIONS PLACED ON ' % ASP TpRIVEWAY. » DEPARTMENT AT 206-433.18 TO THESE EASEMENTS. SEE SPECS. CONTRACTOR SHALL LOCATE AND MARK POWER 12. THE CONTRACTOR SHALL DEMO POWER POLES ON THE SITE. THE POWER HAS BEEN DISCONNECTED FROM THE CITY LIGHT SYSTEM_ ARRANGE A MAIN SUUTDOW 72 HOURS cL DUCTS. NO EARTHWORK SHALL OCCUR WITHIN TWO FEET OF THE DUCTS WITHOUT A IN ADVANCE OF PLANNED WO SEATTLE CITY LIGHT ENGINEER PRESENT. �• ' SAWC 1 FFtOM NEW 13. THE CONTRACTOR SHALL REMOVE ALL ITEMS FOUND INSIDE OF BUILDINGS AND WASTE HAULTO THE APPROVED LANDFILLOR TRANSFER STATION a<3r I N ~ TREE jrROTE1 TION r • ROPE +l INE y: - '.4 POTENTIAL STAGING "AREA 3. PROJECT HAS A KNOWN ARCHAEOLOGICAL SITE, #45-KI-703 AND ASSOCIATED 14, THE CONTRACTOR SHALL EXCAVATE AND REMOVE THE UNDERGROUND TANK ADJACENT TO THE HOUSE AT 11245 EAST MARGINAL WAY. -' r ` FENCING _ — 11 tr,- ^_ _ ARCHAEOLOGICAL SENSITIVITY AREA (ASA). ASA CONSISTS OF THE AREA WITHIN A 35' THE TANK 15 ON THE NORTH SIDE OF THE HOUSE IN THE GRAVEL DRIVE. THE TANK SIZE IS 1,000 GALLONS _ _ — — MAINTAIN CITY-0WNEDFENCING THROUGH (10M) HORIZONTAL BUFFER FROM THE MAPPED BOUNDARY OF 45-KI-703; ASA _ SAVEAND r /r�y1C�1' DEM F�I$H DURATION OF CONTRACT EXTENDS VERTICALLY FROM CURRENT GROUND SURFACE TO T (2.7 M) MINIMUM BS 15. THE CONTRACTOR SHALL EXCAVATE AND REMOVE THE UNDERGROUND TANK ADJACENT TO THE BUNK HOUSE �w — ' ` 'PROTECT ROW CON 1 ^ (BELOW SURFACE), OR UNTIL 3' OF CONTINUOUSLY CULTURALLY -STERILE SOIL IS (BUILDING O). THE TANK IS ON THE WEST SIDE OF THE BUILDING. THE TANK SIZE IS 200 GALLONS. SEE / • �� r- OI JUNIPER •- d ` AVE S D PROTE&11 ALL UTI TY ENCOUNTERED, WHICHEVER IS DEEPER. CONTRACTOR SHALL FOLLOW PROTOCOLS PHASE II ENVIRONMENTAL SffE ASSESSMENT DATED NOVEMBER 26,2008 BY CDM IN THE '' i / /'— — l , REMOVE 2.1 �` " OUTLINED IN ARCHAEOLOGICAL MITIGATION PLAN FOR 45-KI-703 (ATTACHED TO SPECIFICATIONS PACKAGE. y.;- i �� 1 3auu bk ` MULTISTEM ED1 ` - _ • , PROJECT SPECIFICATIONS). t� i / / / DEMOLISH CONCRETE �y+. 1 DEMOLISHASPHALT \ 1 1 CHERRIES C'. STABILIZED r " 16. IF SEPTIC TANKS ARE FOUND, ABANDON PER THE REQUIREMENTS - / / DECK ASSOCIATED DRIVEWAY SOUTH da � 23 CONSTRUCTIQN 4. DUE TO ITS HISTORICAL USE AS A FARMSTEAD, PROJECT SITE IS CONSIDERED OF SEATTLE/KING COUNTY HEALTH DEPT. -' j / / WITH HOUSE 1 OF PROPERTY IJNE l ` 7 ; . ACCESS 'UNDETERMINED'AS A CANDIDATE FOR THE NATIONAL REGISTER OF HISTORIC r ' i / t i ? v MAINTAIN PEDESTRIAN ACCESS PLACES. CONTRACTOR SHALL CONFORM TO THE ARCHAEOLOGICAL MITIGATION PLAN 17. DEMOLISH ALL OTHER INCIDENTAL // i r J_- J STRUCTURE A: -- :—` r i ' i 1 ON P}IBLIC SIDEW K FREE OF FOR REQUIREMENTS REGARDING GROUND DISTURBING ACTIVITIES AND MONITORING. ITEMS PER PLAN AND SPECS. �y i — DEMOLISH D•BRICK , I ' _ f 1, DIRT, DEBRIS; AN OBSTRUCTION f BUILDING, IN UDING 6. ON SITE TREES SHALL NOT BE RE -USED FOR WOODY DEBRIS FOUN TION = p - INLET PROTECTION Access Street DEMOLISH EXISTING 6FT 7. BUILDING SALVAGE REQUIRED FOR PORTIONS OF THE BARN AND J �� / h / CHAIN LINK FENCE WITH ORIGINAL FARMSTEAD HOUSE. SEE STIPULATION 2 OF THE MEMORANDUM , - -fir / BARBED WIRE IMMEDIATELY - aZ OF AGREEMENT AMONG THE U.S. ARMY CORPS OF ENGINEERS, - `� PRIOR TO INSTALLATION OF REMOVE 14` THE WASHINGTON STATE HISTORIC PRESERVATION ' - i / / 433r sr \\ NEW CHAIN LINK FENCE CEDRUS DEODORA s" N 1 U OFFICER, AND THE CITY OF TUKWILA '' �' / �J �•` ` f J ..�- r -STRUCTURE B (FARMHOUSE): DEMOU H ASPHAL 7 ° m STRUCTURE E: j . LISH \ DEMOLISH OLD YVOOD HOUSE, RNEWA WOOD/METAL OUT INCLUDING FOUNDATION. a p a L ✓ '' / �$TRUGTURE F: SOME SALVAGE REQUIRED, + MAINTAIN TEMP. ACCESS F0 BIJJLDING / DEMOLISH WOOD STRUCTURED: SEE NOTE 7 uoabr a ) STUCTURE I: OUTBUILDING - DEMOLISH WOOD Yi ) ; • �, SOUND TRANSR TO ACCESS , REMOVE JUNK PI '1 " / Y? PIERICOLUMNS AT ALL TIME.. BUNKHOUSE, INCLUDING ! (NOT SHOWN.�� q STAIRS AND FOUNDATION ��- ^ ," ! '' t i� .._�o '`s, VERIFY LOCAVO .' STRUCTUREH: ♦ ` / ! ! 1 `� L DEMOLISH STEEL TANK L CLEAR AND GRUB FIELD GRASS AND OTHER VEGETATION 635 ss INLET PROTECTION r ON TRAILER � I ` STRUCTURE G (BARN): ,., C ' IA DEMOLISH WOODINCLUDING ETAL REMOVE UNDERGROUND STORAGE TANK j' y, BARN, INCLUDING / REMOVE UTILITY POLEA v FOUNDATION. SOME •s 1 r xua+' REMOVE POWER AND '. STRUCTURE C: SALVAGE REQUIRED. REMOVE MONITORING WELL OVERHEAD WIRE w' _ 1"" "' d. TELEPHONE LINES o DEMOLISH WOOD SHED, L�.-- '• • • �• � J? 1 ` FOR HERITAGE BARN INCLUDING FOUNDATIO T� PROGRAM SEE NOTE 7. 6 ~` 1 REMOVE 15" MULTI -STEMMED HICKORY r ) , • , , q.,,,, _ti, -- y, �- REMOVE 4" MULTI- STEMMED BLACK LOCUST s�xabF_ REMOVE JUNK PILE _- __off _ram_._-.v-.._..i'w"•"-•�••-.-j _ -- (NOT SHOWN. REMOVE 30'HICKORY r 5 _ • : _ .. >� . _ ... REMOVE TELEPHONE AND I •_.._, VERIFY LOCATION) fa � ++ -_.. ,�....,.-.. .'........... ..�..... ... `i- _ - POWER LINE EASTOF'SHED.. �� ;•_ 1_" � , VIS � .Y " - y -- - M -' . - �' ....... ..... - •— Rr'3v10VE UTJCiTY L'R7ESVJESTOF FORMER.$HED.: . . - .. TRACTOR 0. VERI LIMITS OF UTILITY E 0 v = • �::, • ' CUN CONFORM TO FINA6 GRADINGPIAN SO THAT ALL' V� r P T i... -ABANDONED'LINES ARE BELOWLIMITS OF SOIL , r... :........ ..PREPARATION. ...-"' •",.. �-- REMOVE .........--- `�.E 5 BLACK LOCUST TREES' 18.20° MULTI•STEMMED, 30', � -p•• 8 MULTISTEMM UT TO GROUND LEVEL ` CLEAR AND GRUB ALL BLACKBERRIES, 2!Z0 µ . ' ; • PLACE EROSION CONTROL FABRIC ON CALL 2 ]DAYS -, -SCALE:-1"-.-20' - ' x SLOPE IMMEDIATELY FOLLOWING ' • - o • •. �,��: :::i:' ::,- ...�i;� ...B EORE'YOU DIG OUWAMISH RIVER GRUBBING, PER MATERIALS PLAN, V-800-424-5555 0' 20' 40' SHEET 7 LA'� �'�015 ''`>'v DUWAMISH GARDENS HABITAT PROJECT 5 l P''JBLI W RKS T EPT.-62015 �� 28- 1 J.a.breTlnan DEMOLITION, CLEARING �A �••��••"-•-"^-� "^•� Reno Pa.100%Wemolition , ay -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- Pia ysrmis �e.;._za�' ' 19UB' weee, ;�.�� AND GRUBBING PLAN ro redid �;"L, ,s SURVEY NOTES HORIZONTAL DATUM, WASHINGTON COORDINATE SYSTEM, NAD83/91, NORTH ZONE BASIS OF BEARINGS AND COORDINATES: DERIVED BETWEEN LIN 0 ASSOCIATES CONTROL POINTS 10001 AND 10002 N12'16'16"W 343.51' (MEASURED) CONTROL POINT 10000 FOUND 2" BRASS. DISK W/PUNCH MARK. IN CASE, DOWN 0.50' N 186186,11 E 1280780.72 ELEV 27.26 CONTROL POINT 10001 FOUND 2' BRASS DISK W/PUNCH MARK, IN CASE, DOWN 0.4 N 186521..77 E 1280707.72 ELEV.. 20.75 VERTICAL DATUM:. NAVD88 BENCHMARK: SOUND TRANSIT (ST) H/V CONTROL POINT HV-21RS, 2" DIA. ALUMINIUM DISK STAMPED "SOUND TRANSIT LIGHT RAIL. HV-21RS", ELEV.i$.77 FEET UNITS: U.S. SURVEY FOOT, MULTIPLY BY 12/39.37 TO GET METERS �F�f CONTOUR INTERVAL SHOWN: 2' VERTICAL DATUM CONVERSIONS (PER CITY OF SEATTLE PUBUC UTILITIES) DATUM ELEVATION NAVD8a 0.00 "- -'—' 4.0.499ABLUER W WATER -2,35 83-01 EPOCH) N V_._IN_COUN THE J .• NOTE: FROM A DATUM TO NAVD 88 ADD THE VALUE. SHOWN FROM NAVD88 TO A DATUM SUBTRACT THE VALUE SHOWN EXAMPLE: NAVD88 ELEV. 20.00 = (20.00-(-2.35)) = MLLW ELEV. 22,35 NGV029 ELEV. 10.00 = (10,00 + 3,58) = NAVD88 ELEV 13.58 i�f jf PROBLEM WASTE CONTAMINATED SOIL AREA 1. r / K f—= ;•l CLASS II WASTE CONTAMINATED SOIL 1111 '� POTENTIAL CLEAN SOIL AREA ++ Ft ARCHAEOLOGICAL SITE 45-KI-703 FzfT CHAIN OAK ).AICE .[ AT' �{QQN10K •.i/ 4TB S'.NMiNATE SrOIL�TYP 'f / h _ Y / J 'Y ^� PRO �iY BO D `' R r / s- / GW,.+'`.� '.'='s-'L•''=�r3 AjKI - LN' GAF p1NRh�.D �- /r � iDry YFt -.R B 4' r i / r T i : : /, 4 r / C,�- _d E 0' 'CAtC , o' / I f .. E r r E aNb': n :.dISK w PtN it erA f y, � r r R ' / Ot` - r / % t r ?t.. ASS D � f ' AN J I / - z ' 4 KI 7 /- 1 � / Al2C�IAEO AL SLTE 5- 03" / i CT a1' c j\r / i ',rI r r r 5 i r!./ r=it€s£tt' E' i cN J 4 a 1 � �'. ,tee. '. -t r _ /' � !n /rs/ 'n r- ' i/ i EtEE �7 / RCHAf OGfCAL �SYTI' r.'A . r',.-' r r / 3 r i f IN L -HAE ' Gl AL � US A 0 STf / ES E -`/ RC L G ter/ =t i f , rr % ' t . - f / � ,T , UFf # E -SP fOiiC EC E. S S ./. N ITEATIONPA 1_,IQUIREMENTS z IN:'.. 0 o'r4 aF G.AL4 OP'.INf` / ;' SOIL BORING LOCATION' � i r { ' .%:{PE3= �f M�4) , r { i /,A aO NTRAvE UG` `'E..-'t `FT/CJ�`s4'N4.lm FE/V�Eir r' /• r - TRFF (6 TRUNKS =-_ ,•_...: .. .. ��C. .50 x GRIP UN' 0- ... ... ...`-.......` i1TftE5,CAPPEO ON 15 TREE `'7•UG, CONDUITS 0 r -^i r' rr r:, p.. _ , _.- - .,., ..w ,�.'t .DRr?.•Cita£-..,- ... _ ................SEFM TA 43EF 20 / z � 1 s L� /p .. ...._ ......... .... ._. ... 10 0 e c .. ./. .• WATER LIN 0 0 y. ORDINARY HIGH ; ;.H (PROPER SCALE. 1- -.20 .. .. FLC. OF 6E f'?'A R)! 0' 20' 40' 50' TREE' 0'1 DRIP LINE DUWAMISH RIVER 4 NOTES: 1, EXTENT OF PROBLEM WASTE AND CLASS II SOILSEXTENDSMAX. 47 BELOW SURFACE 2. SEE LIMITED ENVIRONMENTAL. I CHARACTERIZATION REPORT IN SPECS t 3. ALL CONTAMINATED SOIL SHOULD BE DEALT WITH AS INDICATED IN SPECS. D '( 24" TRE.F (2 TRUNKS}' 14't DAIP LINE POTENTIAL PROPERTY LINE BOUNDARY ADJUSTMENT 6FT CHAIN LINK FEAIC W\ BAPBED WIRE NAVD 88 u� r 24- TREr ?2 TRUNKS)' f' D t DRIP UNE 24" TREr. (2 TRUNKS} .�- i id' DRIP LINE /f / t TRE j, 14"t DRIP LINE :$6RINGLCAfiION ✓ / r s CO,VC PA' WOOD OE 14" TREE (4 TRUNKS}`-. ELEVATED SOUND TRANSIT — GUIDEWAY EDGE/ DRIP LINE EASEMENT — \ 8u?LDING , cy ,r q -OrYEI�-_ c ^ _0 TcD QsriS 2 3 } r }. 18Utc c iiA .{.. + 4- 1� } { -I- f MCA t, c f I + UG ;?OWERI-& TE` PER S T S LS - � b I OWG NO LS7�1 )r'; / ,N � r} �I• DRIP FOR SoDRY t. 5 t O .II O TAiEIwAaTA TGN NG DIVISION 50�X" Q.T SOUND TRANSIT EASEMENT t � 51 " GPE `L 34 , --CD CAST gl , T l 480 CONt ,.. ((�t�t `A, f � 41 RIM 76 57 �\IE(5) 4 CONC Z 3 1 4 IF(N) �4 CONC t70 a 1 IE(ftW) 81 IE(W) i 2 CON,C 1 6 '- (COULD, NO ACCESS ANU " P, MEASURE CCUPAiEIY) BCT=7 Q NOTE: 80f` Of DMH FILLED ITti SEDIMENTS t 1` -""C8 ` h 2.5XI.8 COt t ` ' 1 RiM=25.61 1 lE/ E) 12'CO.W-23.0 10 WAT 9 LT SOUND TRANSITGUIDEWAY SOUND 1 ! CONCRETE COLUMNS 4: 1 c i P� SI 0 L 4N M N " BL U E fY..t D C M I E ' NQ PAINTED ON 51`T_ '-Ik ` (:ON,, a 1 �R IM 6.80 7 "GONG t 1 2 f p a SN ATAT 22.0 --scL' VC �7-22.0 JUN J 2'ZO'S I 11 5:..115THST. 11 ................. r T 1 VA FER L:," L Lew AC C.ST. �1 .. , 0N:' WALL. c .� gR1pC; ABUTMENT, SOUNDTRANSIS EASEMENT 20 ELEVATED SOUND TRANSIT ,GUIDEWAY EDGE,DRIP LINE CALL2 DAYS",,-. { ...-BEFORE"YOU DIG i 1-$00-424-5555 'NNDE9CRoIM UTWYLOCA18WSARE APP90XJ 04 I� r . L w O U ' q�4�I1L° •.��a-j�, PUBLIC WORDS DEPT. � < DUWAMISH GARDENS HABITAT PROJECT - i - . i G o ;�. Brennan 28, �. Y ��. .}° -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- .. pq v av-c .... �tr - YI&M15 yi&2015 aisrmis 4aM, e�sie wawa �r EXISTING CONDITIONS PLAN .. .. .. fie no - S£3B 20 1008- lade: ne a m I— re,isions Provided 1. B.i'_de Exchange o. WA, tic. F., u q, Condition, A9see t — vw. bxwa. - Always Verify Scare NOTES: 8. CONCRETE FOUNDATIONS SHALL BE DEMOLISHED AND REMOVED FROM THE SITE. 1 W( t ID4 W4 1. ALL WORK AND CONTRACTOR EQUIPMENT TO REMAIN A MINIMUM OF 10' AWAY FROM 9, SEE ASBESTOS AND LEAD PAINT BUILDING MATERIAL SURVEY BY PBS DATED JULY 27, 2009, INTHE PROJECT SPECIFICATIONS FOR HAZARDOUS MATERIALTHAT SHALL BE REMOVED FROM THE BUILDING a ,p I sv.)` GUIDEWAY IN ANY DIRECTION. TRACK ACCESS PERMIT REQUIRED FOR WORK PRIOR TO DEMOLITION, THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR THE DISPOSAL OF HAZARDOUS MATERIALS. REMOVE CLOSER THAN 1Y, CONTRACTORWILL OBTAIN ATRACK ACCESS PERMIT IF UNDERG UND REQUIRED, 20. THE CONTRACTOR SHALLCAP BOTH HOUSES' SANITARY SEWER SERVICES BEHIND THE SIDEWALK. THE DEPTH 1S 10+ FEET DEEP, CAP PER THE REQUIREMENTS OF THE VALLEY VIEW SEWER DISTRICT. THIS STORAGE ANK, I IS THE FIRST ORDER OF CONSTRUCTION AFTER INSTALLATION OF THEEROSION CONTROL SYSTEMS. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE VALLEY VIEW SEWER DISTRICT. THEIR PHONE FIEL 2. SITE CONTAINS SOUNDTRANSTT-OWNED EASEMENT FOR THE CENTRAL LINK NUMBER IS (206) 242-3236. GUIDEWAY; AND A SOUND TRANSIT -OWNED EASEMENT THAT CONTAINS UNDERGROUND POWER LINES. THE LINES AND ASSOCIATED DUCTS ARE OPERATED 11. THE CONTRACTOR SHALL DEMO SIDEWALKS FROM THE DRIVEWAYTO THE HOUSES rx A PI T ., BY SEATTLE CITY LIGHT- CONTRACTOR SHALL FOLLOW RESTRICTIONS PLACED ON THESE EASEMENTS. SEE SPECS. CONTRACTOR SHALL LOCATE AND MARK POWER 12„THE CONTRACTOR SHALL DEMO POWER POLES ON THE SITE. THE POWER HAS BEEN DISCONNECTED FROM THE CITY LIGHT SYSTEM 'tT0 RE I� DUCTS, NO EARTHWORK SHALL OCCUR WITHIN TWO FEET OF THE DUCTS WITHOUT A SEATTLE CITY LIGHT ENGINEER PRESENT. 13. THE CONTRACTOR SHALL REMOVE ALL ITEMS FCUND INSIDE OF BUILDINGS AND WASTE HAUL TO THE APPROVED LANDFILL OR TRANSFER STATION -'` M1;P SAWpl TREEPR4ft'"0. ��ROPE 3, PROJECT HAS A KNOWN ARCHAEOLOGICAL SITE, #45-KI 703 AND ASSOCIATED 14. THE CONTRACTOR SHALL EXCAVATE AND REMOVE THE UNDERGROUND TANK ADJACENT TO THE HOUSE AT 11245 EAST MARGINAL WAY, y ENCING ARCHAEOLOGICAL SENSITiVITYAREA (ASA). ASA CONSISTS OF THE AREA WITHIN 35' THE TANK IS ON THE NORTH SIDE OF THE HOUSE IN THE GRAVEL DRIVE. THE TANK SIZE IS 1,000 GALLONS (I OM) HORIZONTAL BUFFER FROM THE MAPPED BOUNDARY OF 45 KI-703; ASA. t SAVE AND - dd CON EXTENDS VERTICALLY' FROM CURRENT GROUND SURFACE TO 9' (2.7 M) MINIMUM BS 15. THE CONTRACTOR SHALL EXCAVATE AND REMOVE THE UNDERGROUND TANK ADJACENT THE BUNK HOUSE — T " \-" -PROTECT RM ! \M 'ICON (BELOW SURFACE), OR UNTIL T OF CONTINUOUSLY CULTURALLY -STERILE SOIL IS (BUILDING D). THE TANK IS ON THE WEST SIDE OF THE BUILDING, THE TANK SIZE 15 200 GALLONS. SEE / • ^ �r t — W-JUNIPE RS1t ENCOUNTERED, WHICHEVER IS DEEPER. CONTRACTOR SHALL FOLLOW PROTOCOLS PHASE 11 ENVIRONMENTAL SITE ASSESSMENT DATED NOVEMBER 26,2008 BY CDM IN THE OUTLINED IN ARCHAEOLOGICAL MITIGATION PLAN FOR 45-KI-703 (ATTACHED TO SPECIFICATIONS PACKAGE. PROJECT SPECIFICATIONS), ti DEMOLISH GONCRETE — DEMOLISH HALT 16. IF SEPTIC TANKS ARE FOUND, ABANDON PER THE REQUIREMENTS DECKASSOCIATED DRIVEW YSQUTH 4. DUE TO ITS HISTORICAL USE ASA FARMSTEAD, PROJECT SITE IS CONSIDERED OF SEATTLE/KING COUNTY HEALTH DEPT. WITH HOUSE tt ` QF PROPEIr LINE "UNDETERMJNED" AS A CANDIDATE FOR THE NATIONAL REGISTER OF HISTORIC -�' ` ✓ \ PLACES. CONTRACTOR SHALL CONFORM TO THE ARCHAEOLOGICAL MITIGATION PLAN 17. DEMOLISH ALL OTHER INCIDENTAL . -' ` 1 ' ` - `^ f STRUCTURE A: ` FOR REQUIREMENTS REGARDING GROUND DISTURBING ACTIVITIES AND MONITORING. ITEMS PER PLAN AND SPECS. J �' OEMOLISH D-BRICK I t BUILDING, IN UDING 6.ON-SITE TREES SHALL NOT BE. RE -USED FOR WOODY DEBRIS y r t FOUN TION 1 DEMOLISH EXISTING 6FT 7. BUILDING SALVAGE REQUIRED FOR PORTION$ OF THE BARN AND - / / ' CHAIN LINK FENCE WITH h ORIGINAL FARMSTEAD HOUSE. SEE STIPULATION 2 OF THE MEMORANDUM J / h BARBED WIRE IMMEDIATELY a ; OF AGREEMENT AMONG THE U.S. ARMY CORPS OF ENGINEERS, / \ PRIOR TO INSTALLATION OF REMOVE THE WASHINGTON STATE HISTORIC PRESERVATION �,` \ f \ y �C NEW CHAIN LINK FENCE CEDRUS DEODORA , OFFICER, AND THE CITY OF TUKWILA \-STRUCTUREl " EMI H B (FARMHQUSE) _. i STRUCTURE E: DEMOLISH DEMOLISH-OLDyt00D HOUSE, / r• WOQD/METAL OUT OUNDATIION. STRUCTURE F: :y SOME SALVAGEREQUIRED, \ (J O DING INCLUDING / DEMOLISH WOOD SiRUGTUREO: SEE NOTE, 7 F STUCTURf It OUTBUILDING _ ... .... DEMOLISH WOOD REMOVE JUNK Pi BUNKHOUSE, INCLUDING ��e t "` / r } (NOT SHOWN. STAIRS AND FOUNDATION \, i VERIFY LOCA(tO a r \ STRUCTURE H: r� DEMOLISH STEEL TANK LCLEARANDGRUB FIELD GRASS AND OTHER VEGETATION ,+ ON TRAILER 1' \ STRUCTURE G (BARN): DEMOLISH WOOD/METAL � I BARN INCLUDING REMOVE UNDERGROUND STORAGE TANK_f \ REMOVE UTILITY POLE A FOUNDATION SOME REMOVE POWER AND STRUCTUREC: ` / \ REMOVE MONITORING WELL f OVERHEAD WIRE .. \ SALVAGE REQUIRED. DEMOLISH WOOD SHED, TELEPHONE LINES o }� r FOR HERITAGE BARN t INCLUDING FOUNDATI I = PROGRAM SEE NOTE 7. `.� - 1.: f REMOVE I5' MULTI -STEMMED HICKORY REMOVE JUNK PILE (NOT SHOWN. r REMOVE 30" HICKORY VERIFY LOCATION) / _r DUWAMISH RIVER /—REMOVE 4' MULTI - STEMMED BLACK LOCUST .. -. , a............. ..... ..:...._ „ c f I REMOVE TELEPHONE AND W I ET HED .. ' PO . NE L AS QF S ;REMOVE "UTILITYL'INES WESTOF FORMER $Hr;Q;..:..: . PREPARATION CLEAR AND GRUB ALL BLACKBERRIES, PLACE EROSION CONTROL FABRIC ON SLOPE IMMEDIATELY FOLLOWING 9, GRUBBING, PER MATERIALS PLAN, SHEET7 JTJLITY:REMOVAL TO + - 10 THAT ALL t OF SOIL ............. REMOVE 5 BLACK LOCUST TREES IB-20' MULTI STEMMED 30" 24',16',18' MULTISTEMMED CUT TO GROUND LEVE 4p - ,- FER 1 t � fP `ABANDON EXISTINGWI RVICE IN J% P�L.ACEBY,LOATINdAOVING /i EASTJNG I' SADpLE OL WATER 7 :`~ MlIINAND INSTAN.LINGIRCLAMP. THE WATER MAIN'IS AP` IN DEP,TH,CONTACT 141EAWATER f DEPARTMENT AT 2,r643TO tX t ARRANGE AMAIN S72HOURS IN ADVANCE OF PLANN �,. t t POTENTIAL STAGINGI MAINTAIN CITY-OWNERNG THROUGH DURATION OF CONTRA SAVE AND PROTEUTIL TY �rT d I I fi � I STABILIZED CONSTRUC ACCESS SOUND TRANSIT TO AC PIERICOWMNS AT ALL V — INLET RJIOTECTION t a VA; A1 RECEIVED LM L1TYLOCAmNe AAE APPRA I- J r L rT ...&120i3 DUWAMISH GARDENS HABITAT PROJECT } i 5...�1 PUBLIC WORKS KEPT* � �1615 L#vp} 28 ......a y1512Di5 a.. b3'CT111 1 .. .... ..... _.. 4y DEMOLITION, CLEARING 4 .• � .. ......... fie no P11D0%iaemolitlon ... .. ......._. w . 190,Q -ENGINEERING-STREETS-WATER-'SEWER-PARKS-BUILDING- ..... smrs AND GRUBBING PLAN ; sde.. 20a Igtlhk Au : 6ff,6.W Rh{bb116 dat. v1wn15 Pi id.d 11 Builder. E.h..91 If .A, _n F I—, Condi.icn. A9s..a.n1 see w b%"..co. - A1. V i!y e..1.