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Home My WebLink AboutPermit D03-019 - CITY OF TUKWILA / FOSTER GOLF LINKS - BUILDING DEMOLITIOND03 -019 FOSTER GOLF LINKS 13500 Interurban Ave. So. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0003000049 Permit Number: D03 -019 Address: 13500 INTERURBAN AV S TUKW Issue Date: 02/26/2003 Suite No: Permit Expires On: 08/25/2003 Tenant: Name: FOSTER GOLF LINKS Address: 13500 INTERURBAN AV S, TUKWILA WA Owner: Name: TUKWILA CITY OF Address: 6200 SOUTHCENTER BLVD, TUKWILA WA Contact Person: Name: RICK STILL Address: 12424 42 AV 5, TUKWILA WA Contractor: Name: WM DICKSON CO Address: 3315 SOUTH PINE STREET, TACOMA, WA Contractor License No: WMDICC *108J7 DEVELOPMENT PERMIT DESCRIPTION OF WORK: ABATE ASBESTOS AND DEMOLISH 3,600 SQ FT BUILDING 'A', SURROUNDING ASPHALT AND ASPHALT; CUT TO NEW GRADE AND BACKFILL TO 95% COMPACTION IN 8" LIFTS. CUT AND CAP ALL UTILITIES TO PROJECT WORK LINE OR PROPERTY LINE. Value of Construction: $14,500.00 Fees Collected: $51.50 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm Start Time: Private: N Private: N ** Continued Next Page ** D03 -019 Number: 0 Start Time: Volumes: Cut Phone: Phone: 206 - 767 -2344 Phone: 253 472 -4489 Expiration Date: 04/01/2003 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: N Public: N Printed: 02 -26 -2003 .. -:-' �s: u. L.; rti:<:ii::.�e:.i1,r5.o.nF.++•u<M uiY l.+:.�t'aw..i.:a:w'' F seaii.;i ti @54.fi«sa ..ai n4,r. wird' ' The granting regulating co Signature: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: 1 D03 -019 Date: •3 I hereby 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. this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws ction or the perform e ►f work. I am authorized to sign and obtain this development permit. " Date:°' "c�"A Q This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 02 -26 -2003 Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 LLAA PERMIT CONDITIONS Parcel No.: 0003000049 Permit Number: D03 -019 Address: 13500 INTERURBAN AV S TUKW Status: ISSUED Suite No: Applied Date: 01/17/2003 Tenant: FOSTER GOLF LINKS Issue Date: 02/26/2003 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 3: 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. 4: Request an inspection of the installed erosion prevention and sediment control BEFORE other work begins, by contacting Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179. 5: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 6: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 7: Any material spilled onto any street shall be cleaned up immediately. 8: 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. 9: 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. 10: ** *BUILDING DEPARTMENT CONDITIONS * ** 11: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 12: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 13: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 14: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating co ruction or the performance of work. D03 -019 Date:c; oZ •' L Printed: 02 -26 -2003 SITE LOCATION Sate Address: Tenant Name: Propery Owners Name: Ci ty of Tukwila NtaiiingAddr.ss' 6200 Southcenter Blvd. CONTACT PERSON • Name.: �.tai!ing .Address: E -Mail Address: rs ti 11@c i . tukwi la . wa . us GENERAL CONTRACTOR INFORMATION Company Name: Mailing Address: Cry Day Telephone. Fax Number: Contractor Registration Number: Expiration Dace: "Ar original or notarized copy of current Washington State Contractor License crust be presented at the time of permit issuance Contact Person: E -Mail Address: ARCHITECT OF RECORD -All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWIL4 Community Development Department Public Works Department Ce- ter 63CC Southcencer 3.:d, Sui tC0 9,3:33 .Applications and plans must be complete in order to be accepted for plan revie.,v. Applicat :ors w :li not be accepted through the trail cr by fax. ''P :ease Print" 13500 Interurban Ave. S. Foster Golf Links Rick Still 12424 42nd Avenue S. David A. Clark Architects. PLLC 11737 SE 256th Place David Clark dclark @clarkarchitects.com Company Name: Bush, Roed & Hi tchings, Mailing Address: 2009 Minor Ave. E. Contact Person: Jim Harri son E -Mait Address: J i mh @brh i nc . com Inc. Building Permit. No. f chanical Permit No. Public Works Perr it No. (.,r o/J?. use .2n1 Kin; Co Assessor's Tax No.: Suite Number: New Tenant: Tukwi C.r+ Day Telephone: Tukwila Cary Fax Number: 206- 767 -2341 Kent c»y Day Telephone: Fax Number. Floor: WA Sut: 206 - 767 -2344 WA State State ..No 98188 Z,p 98168 Zip Zip WA 98031 -7897 Zip Suce 253 -813 -8877 253 - 854 -7898 1 ENGINEER OF RECORD -.III plans must be wet stamped by Engineer of Record I I J Seattle WA 98102 c.t,. Stae 4 Day Telephone 206- 323 -4144 . Fax Number 206- 323 -713_ • BUILDING PERMIT INFORNV7ON — 206 -431 -3670 Val ation gf rojec orttrictb bid price): S �! Sow Existing Building Valuation: S s S co pe4tWo ric 411 prdvidetdetailed information): Abate asbestos and demolish 3 30 SQ FT Building " and backfill to 95% com action in 8" lifts. Cut and cap all utilities to project work line or property line. Will there be new rack storage? ❑... Yes ❑ surrounding asphalt and asphalt; cut to new grade If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over IS inches and overhangs greater than 13 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes 0.. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑...Automatic Fire.4larm ❑...None ❑.. Other(specifv) Will there be storage or use of flammable, combustible or hazardous materials in the building? .. Yes 4pplhauunEpennn ,uptiulwn l 1•:00// I::VI Paee = 0... No !f "yes", attach list of materials and storage locations on a separate 8 - 1/2 .t I I paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0 .. City of Tukwila Water District 0.. Water District as 125 D... Highline Water District 0... City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District 0.. Val Vue Sewer District ❑...City of Renton Sewer District 0 ...City of Seattle Sewer District 0.. Septic System (If property is served by a septic system. 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) • i t, i �ri =i#' i`f , tie ,Fit7824:yh,'ys:.3ta."`r,�aii7 Existing Interior Remodel Addition to E Structure New Type of Construction per UBC Type of Occupancy per UBC I" Floor 2' Floor 3' Floor Floors thru Basement Accessory Structure' Attached Garage Detached Garage Attached Carport 1 Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORNV7ON — 206 -431 -3670 Val ation gf rojec orttrictb bid price): S �! Sow Existing Building Valuation: S s S co pe4tWo ric 411 prdvidetdetailed information): Abate asbestos and demolish 3 30 SQ FT Building " and backfill to 95% com action in 8" lifts. Cut and cap all utilities to project work line or property line. Will there be new rack storage? ❑... Yes ❑ surrounding asphalt and asphalt; cut to new grade If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over IS inches and overhangs greater than 13 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑...Yes 0.. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑...Automatic Fire.4larm ❑...None ❑.. Other(specifv) Will there be storage or use of flammable, combustible or hazardous materials in the building? .. Yes 4pplhauunEpennn ,uptiulwn l 1•:00// I::VI Paee = 0... No !f "yes", attach list of materials and storage locations on a separate 8 - 1/2 .t I I paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0 .. City of Tukwila Water District 0.. Water District as 125 D... Highline Water District 0... City of Renton Water District Sewer ❑ .. City of Tukwila Sewer District 0.. Val Vue Sewer District ❑...City of Renton Sewer District 0 ...City of Seattle Sewer District 0.. Septic System (If property is served by a septic system. 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) • i t, i �ri =i#' i`f , tie ,Fit7824:yh,'ys:.3ta."`r,�aii7 [BLIC WORKS PERMIT IN 'RMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Cut and fi 11 2.000 yards of top soil from under Buildings "A" and golf course improy,:rnents to be performed by another cnntractnr_ Street Use: El.. Street Use IIDti Land Altering and /or Hauling: ❑ .. Land Altering: ❑...Cut Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: '.pplt<2ttonutpenntt sppltcattun I I •:0011 I�:Wf and relocate to area between Buildings "C" and "D" for future Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑...Channelization /Striping Storm Drainage: ❑.. Storm Drainage ❑...Flood Control Zone Water ... Call before you Dig: 1- 800 -424 -5555 ❑...Curb cut/Access /Sidewalk cubic yards cubic yards ❑ .. Hauling Sewer Information: ❑ .. City of Tukwila Sewer District ❑ .. Val Vue Sewer District ❑...City of Renton Sewer District ❑ .. City of Seattle Sewer District ❑ .. Sanitary Side Sewer ❑ . . Sewer Main Extension ❑ .. Private p .. Public Water Information: ❑ .. City of Tukwila Water District ❑ .. Water District g125 ❑... Highline Water District 0... City of Renton Water District ❑ .. Water Main Extension ❑ .. Private ❑ ...Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct ❑... Water Only ❑ .. Water Meter Permanent #: Size(s): ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ❑ .. Miscellaneous: Sewer ... ❑ Sewage Treatment ❑ l'a`ne 3 Day Telephone: City City State Fire Line .... ❑ Zip Day Telephone: State Zip :' u��• aloi< s5�s�,. w' 1t�� :,,;..;n's�'�t:i'::r«s:;f. #__ ,�u- -t``L':rt�',tis`;..�v'.'SYS Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >I00K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INFORMATION — 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Indicate type of mechanical work being installed and the quantity below: BUILDING OWNER OR AUTHORIZED AGENT: Signature:y Print Name: �Z • C._ L.- Mailing Address: f'Z- Lt 2 Lk L uppbcanunf'perm.t ipplicauon (I •StNl i t tlwri':tb't:+b'. `j_G.4Cr `lh ‘ State City Day Telephone: Fax Number: Zip Contractor Registration Number: Expiration Date: An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....0 Replacement ....0 Commercial: New .... Replacement ....0 Fuel Type: Electric Gas ....0 Other: PERMIT APPLICATION NOTES =- Applicable to all permits in this application 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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. City Date: / Day Telephone: - ac: �b� —;� 3 '-► L) `1f1 State Zip Date Application Accepted: -/7 a� Date Application Expires: 7o3 St ntt ials: z � RECEIPT ,,�W _ Parcel No.: 0003000049 Permit Number: D03 -019 U O Address: 13500 INTERURBAN AV S TUKW Status: APPROVED 0 Suite No: Applied Date: 01/17/2003 W Z A pplicant: FOSTER GOLF LINKS Issue Date: u) u . w 2 Receipt No.: R03 -00229 Payment Amount: 51.50 g Q CO D Initials: SKS Payment Date: 02/26/2003 09:36 AM = a User ID: 1165 Balance: $0.00 Z H 1- O Z 1- Payee: FOSTER GOLF ACCT 411.00.594.760.49.19 • W n p U O - 0 1-- T ype Method Description Amount = V Payment Other 51.50 u-p ILI Z U = O 1- TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 47.00 000/386.904 4.50 Total: 51.50 Printed: 02 -26 -2003 I� PERMIT NO.: IDOS C) C BUILDING PERMITS INSPECTIONS ❑ 1 Progress Inspection Status ❑ 2 Pre- construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection /Modular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 72 Marriage Lines ❑ 90 Rested ❑ 95 Footing Drains ❑ 100 Foundation Footings ❑ 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing ❑ 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ 610 Chimney Installation/All Types ❑ 700 Framing ❑ 750 Roof /Ceiling Insulation ❑ 800 Floor Insulation ❑ 801 Wall Insulation ❑ 802 Exterior Roof Insulation ❑ 803 Glazing Inspection ❑ 815 Lighting and Controls ❑ 900 Suspended Ceiling ❑ 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection 1115 Motor Inspection 1120 Pre -Demo 1140 Pre-reroof 1400 Final -Fire 1700 Final- Building 1900 Final - Reroof ❑ 3100 Site Visit ❑ 4000 Special - Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special - Welding ❑ 4005 Special-High-Strength Bolting ❑ 4006 Special - Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special- Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special - Piling, Piers, Caissons ❑ 4011 Special- Shotcrete ❑ 401 Special- Grading, Excav /Fill ❑ 4013 Special- Retaining Wall ❑ 4014 Special - Panels ❑ 4015 Special -Smoke Control System TENANT NAME: U tli\te-S Demo �ca.1 W i t1g r A n H CONDITIONS 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division ❑ 10002 Plumbing permits shall be obtained through King Co ❑ 10003 Electrical permits obtained through L & I l. 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available ❑ 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall he special inspected ❑ 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division ❑ 10011 The special inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the rooting contractor verifying tire retardant class ot'root' gar 10019 All construction to be done in conformance w /approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of ❑ 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated 10026 All structural masonry shall be special inspected 10027 Validity of Permit 10028 Rack storage requires separate permit 10030 No occupancy of building until final insp by Bldg Div 10031 Comply with requirements ofTMC 16.04 10032 Remove all weeds, concrete, stone foundations, flat concrete 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. 10035 Contact PW Div to obtain insp for water /sewer connect 10036 Manufacturers installation instructions required on site 10038 A C of 0 will be required for this permit 10039 Final approval for all T1 w /in the limits of the SC Mall 10040 All construction noise to he in compliance with 8.2 TMC 10041 Ventilation is required for all new rooms & spaces 10042 .Fuel burning appliances 10043 .Appliances. which generate 10044 Water heater shall be anchored 11)045 .. Reroof "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Date: I (5D103 Plan Reviewer: Permit Tech: Date: ea 3 \ . Dem) PERMIT NO.: t23 .� � 1 CT TENANT NAME: ('� ��' o1-P � „ s, • BUILDING PERMITS INSPECTIONS ❑ I Progress Inspection Status ❑ ' Pre - construction ❑ 3 Investigation ❑ 4 OK to Occupy ❑ 5 Remove Stop Work Order ❑ 6 Follow -up ❑ 7 Pre -Move Inspection ❑ 50 WSEC Residential ❑ 60 WA Ventilation/Indoor AQC ❑ 70 NLEA Inspection/Nlodular Struct ❑ 71 Mobile Home Tie Down Insp ❑ 7 � Marriage Lines ❑ 90 Resteel ❑ 95 Footing Drains ❑ 100 Foundation Footings ❑ 200 Foundation Walls ❑ 250 Foundation Insulation ❑ 300 Concrete Slab /Slab Insulation ❑ 350 Crawl Space ❑ 400 Shear Wall Nailing ❑ 450 Plywood Wall Sheathing ❑ 500 Roof Sheathing Nailing ❑ 525 Plywood Deck Nailing ❑ 550 Exterior Wall Sheathing ❑ 600 Masonry Chimney ❑ 610 Chimney Installation/All Types ❑ 700 Framing ❑ 750 Roof /Ceiling Insulation ❑ 800 Floor Insulation ❑ 801 Wall Insulation ❑ 802 Exterior Roof Insulation ❑ 803 Glazing Inspection ❑ 815 Lighting and Controls ❑ 900 Suspended Ceiling ❑ 1000 Interior Wallboard Fastening ❑ 1001 Exterior Wallboard Fastening ❑ 1110 Pre -Move Inspection ❑ 1115 Motor Inspection 1120 Pre -Demo 1140 Pre - reroof 1400 Final -Fire 1700 Final - Building ❑ 1900 Final-Reroof ❑ 3100 Site Visit ❑ 4000 Special - Concrete ❑ 4001 Special -Bolts in Concrete ❑ 4001 Special - Mom/Resist Conc Frame ❑ 4003 Special -Reinf Steel Prestress ❑ 4004 Special - Welding ❑ 4005 Special- High - Strength Bolting ❑ 4006 Special- Structural Masonry ❑ 4007 Special -Reinf Gypsum Concrete ❑ 4008 Special- Insulating Conc Fill ❑ 4009 Special -Spray Fireproofing ❑ 4010 Special- Piling, Piers, Caissons ❑ 4011 Special- Shoterete ❑ 401 Special- Grading, Excav /Fill ❑ 4013 Special- Retaining Wall ❑ 4014 Special- Panels ❑ 4015 Special -Smoke Control System CONDITIONS .' 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & I 10004 All mechanical work shall be under separate permit 10005 All permits, insp records & approved plans available 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high- strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shall be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division ❑ 10011 The special inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture installation ❑ 10013 Partition walls attached to ceiling grid ❑ 10014 Readily accessible access to roof mounted equipment ❑ 10015 Engineered truss drawings & calcs shall be on site ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the rooting contractor verifying tire retardant class of roof 10019 All construction to be done in conformance w /approved plans ❑ 10020 Structural observation shall be provided for this project ❑ 10021 All food preparation establishments must have King Co ❑ 10022 Fire retardant treated wood shall have flame spread of ❑ 10023 Notify Building Division prior to placing any concrete ❑ 10024 All spray applied fireproofing shall be special inspected ❑ 10025 All wood to remain in placed concrete shall be treated ie 10026 All structural masonry shall be special inspected 10027 Validity of Permit ❑ 10028 Rack storage requires separate permit ❑ 10030 No occupancy ot'building until final insp by Bldg Div ❑ 10031 Comply with requirements of TMC 16.04 ❑ 10032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain insp for water /sewer connect ❑ 10036 Manufacturers installation instructions required on site 10038 A C of 0 will be required for this permit 10039 Final approval for all TI w /in the limits of the SC Mall 10040 All construction noise to be in compliance with 8.2 TMC 10041 Ventilation is required for all new rooms & spaces Plan Reviewer: Permit Tech: 1004 Fuel burning appliances 10043 Appliances, which generate 10044 Water heater shall be anchored 11)045 Reroot "Anchoring — All new construct and substantial improvement shall be anchored to prevent tlotation” --C) Date: Date: i tfi�:ti.:'J'.+u Projecti_ 1 / it - -0 31A,61..„ 4- Os (EZ Type of Inspection: . I nv ri N119-- I Address: \- 0 7 0.ro Date Called 1 -1- r- 0 --< Special Instructions: Date Wanted: a.m. P.m. Requester: r lie cwKr\ifi Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El -Approved per applicable codes. Corrections required prior to approval. COMMENTS: P e-rrn a >Jo rO 1 -ro ■ or fnspeao pg $47 t pale ..)a 4 0 REINSPECTIOF4 FEE REQUIRED. rior to inspection, fee must be at 6300 Southcen er Blvd., Suite 1 dO. Call to schedule reinspection. pt No.: Date _ 3 Date: COMMENTS: Type of Inspection: .G /-4- , ( kJ Address: /300 ru S. Date Called: i 7 / /3f ° 3 11 /4 Ai fFL) 41- (6114/ /1Lfrvu W.-4 ,r1<V /(A1 6, 95X) fr,_ Z u7 riE' ,nor. - ' A ' skEF r A---700. Requester: )o Phone No: - effy( -kJ. cl `Z Project: c 517..2 6dF Z-f.. • Type of Inspection: .G /-4- , ( kJ Address: /300 ru S. Date Called: i 7 / /3f ° 3 Special Instructions: Date Wanted: p m. Requester: )o Phone No: LA 0 —6 /q 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 a Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: (1f J3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 COMMENTS: Type of Inspection: �b r i q/c ) /1/ 0 4p (//6CA'r 576 /t )i4 Ale/4(A, C- AA/ I/U /i 4z. :a F /). �X /f ,0r- M 1 fv /la: A- fl,tL .S At 6T 4t b. , iu 4 6 t -rrf Spe Instructions: � �� C� / ?6,00 $ V/03 iwi rJE i/W. 7Zs ( 76;,4 /r / €,) /fira< 0(16d b �.. P bzt. Aid TF_ Loy? ",v 6) vt6 z . 'J f istAt/ 61fr�". Phone No: 253 ` ? Protect: -/ 6e /f L-I As Type of Inspection: �b r Address: _ / T V. Ae s . Date Called: 4/4/63 Spe Instructions: � �� C� / ?6,00 $ Date Wanted 4 / t} / � � a.m. p.m. Requester: e.kak Phone No: 253 ` ? win INSPECTION RECORD INSPECTION NO. Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: ,/ � /.3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of Inspection: ; 14- .i 55 4- .44.1-44-,a6 4/0 57 C /- ,4 /6 6i (•0 ifrIlitne fi, / A./23 .-- ,2-0 s (a-k.) (./C7ie / 6,..)c....6 .5 /17 714 / s n kfri 4 . 4 1j111->3 c bi) 55S a Pto,ric-r wok. 41, 5E Slier Z." As b tar 1 >411 Scut ._ IAA Ok: A/I F TAO 114. 11 . I.,/ SG fe. gta AA7 abb.: 6,0/y (to ,42/i o'. g. 44 ob,) /z_z_-_ ifr/. A t Fc-"tz/-cd (' A/4 e fict ie 7z) / c e, merxc F o x - - 4 11 I I 1 g O t t : " ( /(--C . 6/ L l ' I K-fl ll'i • C / 1. f . .6 (ta-424... k . , Project: • /5r, (AV I Li/t,lec Type of Inspection: ; 14- .i 55 4- .44.1-44-,a6 Address: / 7 i € 0 _r_ (.1 • Ali S: Date Called: V3/0 3 Special Instructions:/..iColc.) 3k ou Id Date Wanted: a.m. p.m. Requester: ‘)f) vb Phone No: 7 5 -1 ., 2- 1/ 37) i 5S •... ..• . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit oo.- 0/9 PERMIT NO. (206)431-3670 Corrections required prior to approval. Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: Address: Date Called: • = , Special Instructions: Date Wanted: a.m. p.m. Requester: '.°)/16/6-2 r 4 t ' r!...... j" Ct -, r 0 , .,L_ (.'., I -(, ; ,,� /� � / ,• Jam; ter ' ,r + i,m, .. Pro ct: , Type of Inspection: Address: Date Called: • = , Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 1_ 'L is INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit P PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: '. S�iIF :'::.�YhfN.�i...��?� . •:'T....w�� °r:'w:s %il COMMENTS: '4'. Type of Inspection: 4/9 2/2 7/ 77i/..5 7) ■G.�. 61 f t iW I ere) A:4t es/7 Ai 4(44i:7 / lIT ,P,, ., . (,) ,( -E) ,,fa, d4.-7-41 I Date wanted: / / // a.m. p.m. Requester: Dot "/ / //. W // //a e Phone:/J 7 cl! /.' 253 I f , 77b Project: j.5f"ie$ 60/f '4'. Type of Inspection: 4/9 .Address: • 17 5 .2`Gt ,- 5e, Date called: 2 Z 7A 5 Special instructions: r '3 .. /241-7 .- 144.0 Date wanted: / / // a.m. p.m. Requester: Dot "/ / //. W // //a e Phone:/J 7 cl! /.' 253 I f , 77b INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. Inspector: (v Date: 1 1/ 2- r / r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PART 1 - GENERAL 1.1 RELATED DOCUMENTS Foster Golf Links Demolition SECTION 02300 EARTHWORK 02300 - 1 FILE COPY CITY OF Ti3`r(W LA APPROVED FEB 2 1 2(03 G IJi OficzCi A. This Section includes the following: 1. Excavating and backfilling for buildings and structures. 2. Excavating and backfilling trenches. CITY RECEIVED INILA B. Related Sections include the following: JAN 2 9 2003 1. Division 2 Section "Building Demolition" A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY PERMIT CENTER 1.3 DEFINITIONS A. Backfill: Soil materials used to fill an excavation. 1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe. 2. Final Backfill: Backfill placed over initial backfill to fill a trench. INCOMPL B. Borrow: Satisfactory soil imported from off -site for use as fill or backfill. ? T R# C. Excavation: Removal of material encountered above subgrade elevations. 1. Additional Excavation: Excavation below subgrade elevations as directed by Architect. Additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. 2. Bulk Excavation: Excavations more than 10 feet (3 m) in width and pits more than 30 feet (9 m) in either length or width. 3. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated dimensions without direction by Architect. Unauthorized excavation, as well as remedial work directed by Architect, shall be without additional compensation. D. Fill: Soil materials used to raise existing grades. E. Rock: Rock material in beds, ledges, unstratified masses, and conglomerate deposits and boulders of rock material exceeding 1 cu. yd. (0.76 cu. m) for bulk excavation or 3/4 cu. yd. (0.57 cu. m) for footing, trench, and pit excavation that cannot be removed by rock excavating Earthwork 1)403u.01 equipment equivalent to the following in size and performance ratings, without systematic drilling, ram hammering, ripping, or blasting, when permitted: 1. Excavation of Footings, Trenches, and Pits: Late - model, track - mounted hydraulic excavator; equipped with a 42 -inch- (1065 -mm -) wide, short- tip- radius rock bucket; rated at not less than 120 -hp (89 -kW) flywheel power with bucket - curling force of not less than 25,000 lbf (11 l kN) and stick -crowd force of not less than 18,700 lbf (83 kN); measured according to SAE J -1179. 2. Bulk Excavation: Late - model, track - mounted loader; rated at not less than 210 -hp (157 - kW) flywheel power and developing a minimum of 45,000 -lbf (200 -kN) breakout force; measured according to SAE J -732. F. Rock: Rock material in beds, ledges, unstratified masses, and conglomerate deposits and boulders of rock material 3/4 cu. yd. (0.57 cu. m) or more in volume that when tested by an independent geotechnical testing agency, according to ASTM D 1586, exceeds a standard penetration resistance of 100 blows /2 inches (97 blows /50 mm). G. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man -made stationary features constructed above or below the ground surface. H. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or backfill immediately below subbase, drainage fill, or topsoil materials. I. Utilities include on -site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. 1.4 SUBMITTALS A. Samples: For the following: 1. 30 -lb (14 -kg) samples, sealed in airtight containers, of each proposed soil material from on -site or borrow sources. B. Material Test Reports: From a qualified testing agency indicating and interpreting test results for compliance of the following with requirements indicated: 1. Classification according to ASTM D 2487 of each on -site or borrow soil material proposed for fill and backfill. 2. Laboratory compaction curve according to ASTM D 698 for each on -site or borrow soil material proposed for fill and backfill. 3. Laboratory compaction curve according to ASTM D 1557 for each on -site or borrow soil material proposed for fill and backfill. Foster Golf Links Demolition 02300 - 2 Earthwork PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. B. Satisfactory Soils: ASTM D 2487 soil classification groups GW, GP, GM, SW, SP, and SM, or a combination of these group symbols; free of rock or gravel larger than 3 inches (75 mm) in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. C. Unsatisfactory Soils: ASTM D 2487 soil classification groups GC, SC, ML, MH, CL, CH, OL, OH, and PT, or a combination of these group symbols. 1. Unsatisfactory soils also include satisfactory soils not maintained within 2 percent of optimum moisture content at time of compaction. D. Backfill and Fill: Satisfactory soil materials. E. Engineered Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1 -1/2 -inch (38 -mm) sieve and not more than 12 percent passing a No. 200 (0.075 -mm) sieve. 2.2 ACCESSORIES 1. Erosion Control Fabric: Geotextile erosion control fabric as indicated on the drawings and as accepted by the City. PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. B. Protect subgrades and foundation soils against freezing temperatures or frost. Provide protective insulating materials as necessary. C. Provide erosion - control measures to prevent erosion or displacement of soils and discharge of soil - bearing water runoff or airborne dust to adjacent properties and walkways. 3.2 DEWATERING A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area. Foster Golf Links Demolition 02300 - 3 Earthwork B. Protect subgrades from softening, undermining, washout, and damage by rain or water accumulation. 1. Reroute surface water runoff away from excavated areas. Do not allow water to accumulate in excavations. Do not use excavated trenches as temporary drainage ditches. 2. Install a dewatering system to keep subgrades dry and convey ground water away from excavations. Maintain until dewatering is no longer required. re 3.3 EXPLOSIVES 6 v U O A. Explosives: Do not use explosives. w= U) w 3.4 EXCAVATION, GENERAL w 0 A. Unclassified Excavation: Excavation to subgrade elevations regardless of the character of g surface and subsurface conditions encountered, including rock, soil materials, and obstructions. CO 1. If excavated materials intended for fill and backfill include unsatisfactory soil materials Z and rock, replace with satisfactory soil materials. 1, 0 zH- • w 3.5 EXCAVATION FOR UTILITY TRENCHES O• C L ) A. Excavate trenches to indicated gradients, lines, depths, and elevations. w w = w U 1. Beyond building perimeter, excavate trenches to allow installation of top of pipe below u w z U c° B. Excavate trenches to uniform widths to provide a working clearance on each side of pipe or . o conduit. Excavate trench walls vertically from trench bottom to 12 inches (300 mm) higher z than top of pipe or conduit, unless otherwise indicated. frost line. 1. Clearance: 12 inches (300 mm) on each side of pipe or conduit. 2. Clearance: As indicated. 3.6 UNAUTHORIZED EXCAVATION A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill may be used when approved by Architect. 1. Fill unauthorized excavations under other construction or utility pipe as directed by Architect. 3.7 BACKFILL A. Place and compact backfill in excavations promptly, but not before completing the following: 1. Inspecting and testing of capped underground utilities. Foster Golf Links Demolition 02300 - 4 Earthwork 3.8 UTILITY TRENCH BACKFILL A. Place and compact bedding course on trench bottoms and where indicated. Shape bedding course to provide continuous support for bells, joints, and barrels of pipes and for joints, fittings, and bodies of conduits. B. Backfill trenches excavated under footings and within 18 inches (450 mm) of bottom of footings; fill with concrete to elevation of bottom of footings. C. Place and compact initial backfill of subbase material, free of particles larger than 1 inch (25 mm), to a height of 12 inches (300 mm) over the utility pipe or conduit. 1. Carefully compact material under pipe haunches and bring backfill evenly up on both sides and along the full length of utility piping or conduit to avoid damage or displacement of utility system. D. Coordinate backfilling with utilities testing. E. Fill voids with approved backfill materials while shoring and bracing, and as sheeting is removed. F. Place and compact final backfill of satisfactory soil material to final subgrade. G. Revise tape depths to suit office practice. 3.9 FILL 2. Removing concrete formwork. 3. Removing trash and debris. 4. Removing temporary shoring and bracing, and sheeting. A. Preparation: Remove debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface before placing fills. B. Place and compact fill satisfactory soil material or engineered fill in layers to required elevations. 3.10 MOISTURE CONTROL A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before compaction to within 2 percent of optimum moisture content. 1. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. 2. Remove and replace, or scarify and air -dry, otherwise satisfactory soil material that exceeds optimum moisture content by 2 percent and is too wet to compact to specified dry unit weight. Foster Golf Links Demolition 02300 - 5 Earthwork 3.11 COMPACTION OF BACKFILLS AND FILLS A. Place backfill and fill materials in layers not more than 8 to 10 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches (100 mm) in loose depth for material compacted by hand - operated tampers. B. Place backfill and fill materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. C. Compact soil to not less than the following percentages of maximum dry unit weight according to ASTM D 1557: 1. Scarify and recompact top 12 inches (300 mm) of existing subgrade and each layer of backfill or fill material at 95 percent. 3.12 GRADING A. General: Uniformly grade areas to a smooth surface, free from irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: 1. Plus or minus 1 inch (25 mm). 3.13 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent geotechnical engineering testing agency to perform field quality - control testing. B. Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceed with subsequent earthwork only after test results for previously completed work comply with requirements. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil to depth required; recompact and retest until specified compaction is obtained. If any of the areas tested fail to meet specifications in any way, they shall be excavated and re- filled and compacted as directed by the Architect at no additional expense to the Owner. The area in question shall then be retested by the Owner's testing lab or Soils Engineer and the cost of this retest shall be paid for by the Contractor, either by direct payment or by change order. Foster Golf Links Demolition 02300 - 6 Earthwork w: 3.14 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Cover, straw or seed any area left exposed to weather more as required by the City, at no additional expense to the Owner. Keep free of trash and debris. B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent ;H w construction operations or weather conditions. JU 1. Scarify or remove and replace soil material to depth as directed by Architect; reshape and c.) 0 recompact. w = J E- C. Where settling occurs before Project correction period elapses, remove finished surfacing, 0 backfill with additional soil material, compact, and reconstruct surfacing. w 1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, g and eliminate evidence of restoration to the greatest extent possible. c d = W Z END OF SECTION 02300 z O U � O —: CD H WW H - LLO .• Z W O Foster Golf Links Demolition 02300 -7 Earthwork Z PART 1 - GENERAL 1.1 RELATED DOCUMENTS SECTION 02221 BUILDING DEMOLITION A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Demolition and removal of buildings and structures. 2. Demolition and removal of site improvements adjacent to a building or structure to be demolished. 3. Removing below -grade construction. 4. Disconnecting, capping or sealing, and removing site utilities. B. Related Sections include the following: 1.3 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off -site unless indicated to be removed and salvaged or recycled. B. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or recycled. 1.4 MATERIALS OWNERSHIP A. Historic items, relics, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, antiques, and other items of interest or value to Owner that may be encountered during building demolition remain Owner's property. Carefully remove and salvage each item or object in a manner to prevent damage and deliver promptly to Owner. 1. Should any items mentioned above be encountered, coordinate with Owner's archaeologist, who will establish special procedures for removal and salvage. Foster Golf Links Demolition 02221 - 1 Building Demolition 1.5 SUBMITTALS A. Proposed Dust - Control and Noise - Control Measures: Submit statement or drawing that indicates the measures proposed for use, proposed locations, and proposed time frame for their operation. Identify options if proposed measures are later determined to be inadequate. B. Schedule of Building Demolition Activities: Indicate the following: 1. Detailed sequence of demolition and removal work, with starting and ending dates for each activity. 2. Interruption of utility services. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Locations of temporary protection and means of golfer circulation. 5. Coordination of Owner's continuing occupancy of adjacent buildings and use of premises. C. Inventory: After building demolition is complete, submit a list of items that have been removed and salvaged. D. Predemolition Photographs or Videotape: Show existing conditions of adjoining construction and site improvements, including finish surfaces, that might be misconstrued as damage caused by building demolition operations. Submit before Work begins. While this requirement is optional, any damage thought to have been caused by the work shall be judged in the Owner's favor without the existence of the Predemolition Photographs or Videotape. E. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes. 1.6 QUALITY ASSURANCE A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project. B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. C. Standards: Comply with ANSI A10.6 and NFPA 241. D. Predemolition Conference: Conduct conference at Project site. Review methods and procedures related to building demolition including, but not limited to, the following: 1. Inspect and discuss condition of construction to be demolished. 2. Review structural load limitations of existing structures. 3. Review and finalize building demolition schedule and verify availability of demolition personnel, equipment, and facilities needed to make progress and avoid delays. 4. Review and finalize protection requirements. 1.7 PROJECT CONDITIONS Foster Golf Links Demolition 02221 - 2 Building Demolition A. Buildings to be demolished will be vacated and their use discontinued before start of Work. B. Owner will occupy temporary trailers immediately adjacent to demolition area. Conduct building demolition so Owner's operations and circulation patterns will not be disrupted. 1. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. 2. Maintain access to existing walkways, exits, and other adjacent occupied or used facilities. a. Do not close or obstruct walkways, exits, or other occupied or used facilities without written permission from authorities having jurisdiction. C. Owner assumes no responsibility for buildings and structures to be demolished. 1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. D. Hazardous Materials: Hazardous materials are present in buildings and structures to be demolished. A report on the presence of hazardous materials is on file for review and use. Examine report to become aware of locations where hazardous materials are present. 1. Hazardous material remediation is specified elsewhere in the Contract Documents. 2. Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents. 1.8 COORDINATION A. Arrange demolition schedule so as not to interfere with Owner's on -site operations. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Survey existing conditions and correlate with requirements indicated to determine extent of building demolition required. B. When unanticipated mechanical, electrical, or structural elements are encountered, investigate and measure the nature and extent of the element. Promptly submit a written report to Architect. C. If required by WISHA, OSHA or in the Contractor's opinion, if required to safely perform the demolition of the work, Perform or Engage a professional engineer to perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during building demolition operations. Foster Golf Links Demolition 02221 - 3 Building Demolition D. Verify that hazardous materials have been remediated before proceeding with building demolition operations. 3.2 PREPARATION A. Refrigerant: Remove and store refrigerant according to 40 CFR 82 and regulations of authorities having jurisdiction. B. Existing Utilities: Locate, identify, disconnect, and seal or cap off indicated utilities serving buildings and structures to be demolished. 1. Arrange to shut off indicated utilities with utility companies. 2. If utility services are required to be removed, relocated, or abandoned, before proceeding with building demolition provide temporary utilities that bypass buildings and structures to be demolished and that maintain continuity of service to other buildings and structures. 3. Cut off pipe or conduit a minimum of 24 inches below grade. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing. C. Existing Utilities: Do not start demolition work until utility disconnecting and sealing have been completed and verified in writing. 1. Remove refrigerant from air - conditioning equipment (if any) before starting demolition. D. Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or structural support to preserve stability and prevent unexpected movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of demolition. 3.3 PROTECTION A. Existing Facilities: Protect adjacent walkways, loading docks, building entries, and other building facilities during demolition operations. DO NOT begin any work of any kind until the "Foster Tree" is protected by Owner. B. Existing Utilities: Maintain utility services indicated to remain and protect them against damage during demolition operations. 1. Do not interrupt existing utilities serving adjacent occupied or operating facilities unless authorized in writing by Owner and authorities having jurisdiction. 2. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and to authorities having jurisdiction. Foster Golf Links Demolition a. Provide at least 72 hours' notice to Owner if shutdown of service is required during changeover. C. Temporary Protection: Erect temporary protection, such as walks, fences, railings, where required by the City and as indicated. Comply with requirements in Division 1 Section "Temporary Facilities and Controls." 1. Protect existing site improvements, appurtenances, and landscaping to remain. 02221 - 4 Building Demolition Y id 2. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 3. Provide protection to ensure safe passage of people around building demolition area and to and from occupied portions of adjacent buildings and structures. 3.4 DEMOLITION, GENERAL A. General: Demolish indicated existing buildings and structures and site improvements completely. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Do not use cutting torches until work area is cleared of flammable materials. Maintain portable fire- suppression devices during flame- cutting operations. 2. Maintain adequate ventilation when using cutting torches. 3. Locate building demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. B. Engineering Surveys: Perform surveys as the Work progresses to detect hazards that may result from building demolition activities. C. Site Access and Temporary Controls: Conduct building demolition and debris - removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. 2. Use water mist and other suitable methods or as required by the City to limit spread of dust and dirt. Comply with governing environmental - protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution. 3.5 MECHANICAL DEMOLITION A. Contractor may remove buildings and structures and site improvements intact when permitted by the City. B. Proceed with demolition of structural framing members systematically, from higher to lower level. Complete building demolition operations above each floor or tier before disturbing supporting members on the next lower level. 1. Remove structural framing members and lower to ground by method suitable to minimize ground impact or dust generation. C. Below -Grade Construction: Demolish foundation walls and other below -grade construction. 1. Remove below -grade construction, including basements, slabs (unless noted to remain), foundation walls, and footings, completely. Foster Golf Links Demolition 02221 - 5 PIA ciu.r..nt+n Wv Building Demolition D. Existing Utilities: Demolish and remove existing utilities and below -grade utility structures at a point 10.0' from structures to be demolished. Mark in a manner acceptable to the Owner the locations of any capped utility. 1. Piping: Disconnect piping at unions, flanges, valves, or fittings. 2. Wiring Ducts: Disassemble into unit lengths and remove plug -in and disconnecting Q devices. ti F. u oG 2 3.6 EXPLOSIVE DEMOLITION v p o A. Explosives: Use of explosives is not permitted. w = CO IL W 3.7 SITE RESTORATION J A. Below -Grade Areas: Completely fill below -grade areas and voids resulting from building W demolition operations with satisfactory soil materials according to backfill requirements in = W Division 2 Section "Earthwork." Z F B. Site Grading: Uniformly rough grade area of demolished construction to a smooth surface, free w O from irregular surface changes. Provide a smooth transition between adjacent existing grades o and new grades. v O co O H 3.8 REPAIRS H H A. General: Promptly repair damage to adjacent construction caused by building demolition LL . z co operations. c z 0 /-- B. Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. C. Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing. 3.9 RECYCLING DEMOLISHED MATERIALS A. General: Separate recyclable demolished materials from other demolished materials to the extent possible. Separate recyclable materials by type. 1. Provide containers or other storage method approved by Architect for controlling recyclable materials until they are removed from Project site. 2. Stockpile processed materials on -site without intermixing with other materials. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 3. Stockpile materials away from demolition area. Do not store within drip line of remaining trees. 4. Store components off the ground and protect from the weather. 5. Transport recyclable materials off Owner's property and legally dispose of them. Foster Golf Links Demolition 02221 - 6 Building Demolition La.4t 414'∎;: LF ;ifi r+a(.i t. .!,Jl0 3.10 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA - approved landfill. 1. Do not allow demolished materials to accumulate on -site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 3.11 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition operations. Return adjacent areas to condition existing before building demolition operations began. Foster Golf Links Demolition END OF SECTION 02221 - 7 Building Demolition January 22, 2003 Bruce Fletcher 12424 — 42nd Avenue S Tukwila, WA 98168 SENT VIA E -MAIL RE: Letter of Incomplete Application #1 Development Permit Application Number , D03 -020, D03 -021, D03 -022, D03 -023 Foster Golf Links — Demolition of 5 structures 13500 Interurban Avenue S Dear Mr. Fletcher: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on January 17, 2003, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Public Works Department : Jill Mosqueda, Development Engineer, at (206)433 -0179, if you should have any questions regarding the attached. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206)431 -3670. Sincerely, Brenda Holt, Permit Coordinator encl File: Rick Still, Parks and Recreation (via e-mail) Permit File No. D03 -019, D03 -020, D03 -021, D03 -022, D03 -023 CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Foster Golf Links — Temporary Trailer 13500 Interurban Ave. N File #: PRE02 -010 D03 -019 Bld A, D03 -020 Bid B, D02 -021 Bld. C, D03 -022 Bid D, D03 -023 Bld E Review #: #1 Date: 01.21.03 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. 1. Plans must be prepared, stamped, signed, and dated by a licensed engineer. 2. The Geotechnical Engineer of record must approve the plans. 3. For abandoned utilities, plans must show more complete information for water and sewer connections to the City's system. January 21, 2003 Jill Mosqueda, Public Works Comments Pre02 -010 D03 -019 Bldg. A, D03 -020 Bldg. B, D03 -021 Bldg. C, D03 -022 Bldg. D Foster Golf Links — Temporary Trailer 13500 Interurban Ave. N. 1. Plans must be prepared, stamped, signed and dated by a licensed engineer. 2. The Geotechnical Engineer of record must approve the plans. 3. Plans must show more complete information for water and sewer connections to the City's system. ACTIVITY NUMBER: D03 -019 DATE: 01 -29 -03 PROJECT NAME: Foster Golf Links - Demo Building A SITE ADDRESS: 13500 Interurban Av S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: Approved ❑ Notation: Documents/routing slip.doc 2.28-02 lot DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS ROUTING: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Permit Coordinator n Planning Division DUE DATE: 01-30-03 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route n Structural Review Required n No further Review Required DATE: DUE DATE: 2-27 -03 Approved with Conditions Not Approved (attach comments) n DATE: t 3b(3 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping [] PW ❑ Staff Initials: ytiX�: w ,3'ic.�.4i�i:i'r. »ri;..�:°su+.Fl ..a:�%.. `:aa.;rlfia k:.is�u #cti +6• Y1.; 41. 0.1 iLe44,!■)4.9/Z::w1c.++ i&uNM !ai emze4 16.4 iW. r,4441, :+r" DEPARTMENTS: Building Division Public Works Complete ❑ TUES/THURS ROUTING: Documents/routing slip.doc 2.28 -02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -019 DATE: 01 -29 -03 PROJECT NAME: Foster Golf Links - Demo Building A SITE ADDRESS: 13500 Interurban Av S Original Plan Submittal A Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural Incomplete n Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: n Planning Division Permit Coordinator ❑ No further Review Required DATE: I J ,S dl C ❑ DUE DATE: 01-30-03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 2-27-03 Approved n Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg p Fire ❑ Ping ❑ PW ❑ Staff Initials: : 55 .iis;Sa:u's;;t::u" .a'rTsx J;:uAn4LSs -' .�.»t�; :.c..•;. a6t :41.4444,' ACTIVITY NUMBER: D03 -019 PROJECT NAME: SITE ADDRESS: Original Plan Submittal Response to Correction Letter # Revision # DATE: 01 -29 -03 Foster Golf Links - Demo Building A 13500 Interurban Av S c - Response to Incomplete Letter #J After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.25-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES/THURS ROUTING: Please Route Zi Structural Review Required 611 C Planning Division ❑ Permit Coordinator DUE DATE: 01-30-03 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: t (30/3 3 DUE DATE: 2 -27-03 Approved with Conditions C Not Approved (attach comments) ❑ DATE: a().-0(03 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -019 DATE: 01 -29 -03 PROJECT NAME: Foster Golf Links - Demo Building A SITE ADDRESS: 13500 Interurban Av S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route `CJ Structural Review Required REVIEWER'S INITIALS: CM)" APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2.2&02 REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Approved with Conditions Planning Division Permit Coordinator No further Review Required DATE: V3 0!0.3 DUE DATE: 2 -27-03 fF DUE DATE: 01-30 -03 Not Applicable ❑ Not Approved (attach comments) ❑ DATE: c Z-. t t` "D Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW (❑ Staff Initials: ,.L::,. .v.a,w�.:. :.i:..:it _,.., -".: i....: su +a:.+++W+�o'i:.FUtwr+eit�:`.': 4titilt a�x'..J::is:.`« :niwJ,:.::S..t%6.w.,i:Ji.• :as ir 14',414:166 uue , 41.1.A.4A XQA 1VAA Atk.S ACTIVITY NUMBER: D03 -019 DATE: 01 -29 -03 PROJECT NAME: Foster Golf Links - Demo Building A SITE ADDRESS: 13500 Interurban Av S Original Plan Submittal _ Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Ken mg/ 14,9-o Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Er Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2.28-02 PLAN REVIEW /ROUTING SLIP Structural Nth( Ilk kW W ,03 Fire Prevention Incomplete Approved with Conditions REVIEWER'S INITIALS: Gnu 2 -2C v Planning Division ❑ Permit Coordinator at DUE DATE: 01-30-03 Not Applicable ❑ No further Review Required DUE DATE: 2-27 -03 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: ke U -2 {o Buildin D ivision I e l Publ}}'cWork t-�I V�100/A(Ata 03 Complete n Documents/routing slip.doc 2.2802 ACTIVITY NUMBER: D03 -019 DATE: 1 -17 -03 PROJECT NAME: FOSTER GOLF LINKS - BUILDING A SITE ADDRESS: 13500 INTERURBAN AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP Ms 1 u i -u Fire Prevention • Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: I - LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW EM Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required Approved Ti Approved with Conditions Notation: REVIEWER'S INITIALS: n Ti Permit Coordinator Planning Division DUE DATE: 1- -03 Not Applicable Ti No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 2 -18-03 Not Approved (attach comments) C DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: e*,7,4 04ei GIIS ACTIVITY NUMBER: D03 -019 DATE: 1 -17 -03 PROJECT NAME: FOSTER GOLF LINKS - BUILDING A SITE ADDRESS: 13500 INTERURBAN AV S __X_ Original: Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n n APPROVALS OR CORRECTIONS: Notation: Documentshouling slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Approved Approved with Conditions Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1-11-03 -03 n n Not Applicable ❑ Comments: `Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES /THURS ROUTING: Please Route n Strc Review Required ❑ No further Review Required ja REVIEWER'S INITIALS: REVIEWER'S INITIALS: DATE: L 1 7 2..1 ns DUE DATE: 2 -18-03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -019 DATE: 1 -17 -03 PROJECT NAME: FOSTER GOLF LINKS BUILDING A SITE ADDRESS: 13500 INTERURBAN AV S k Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete F PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES /THURS ROUTING: Please Route Ff Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28.02 Planning Division n Permit Coordinator DUE DATE: 1 - Z -03 19�L n Not Applicable E No further Review Required DATE: t /03 DUE DATE: 2 -18-03 Not Approved (attach comments) C DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: : air• v:: �. ;�::�i'�.'.:r:�&J,::�`,:�:'�. .��' air„ Y. 6 ;;::�;e'si�ie = <ud >k�.�fi;u�i:ds .,. th6g'.e' , 3411'" f'IiHIiS].Y ' • sia ,. I.�4'JM W ACTIVITY NUMBER: D03 -019 DATE: 1 -17 -03 PROJECT NAME: FOSTER GOLF LINKS - BUILDING A SITE ADDRESS: 13500 INTERURBAN AV S k e. Original. Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n Complete n Incomplete Er TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: \3 ! APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28.02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n C Planning Division ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1-4-03 Not Applicable ❑ Comments: Permit. Center Use Only INCOMPLETE. LETTER MAILED:. LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: C.) .0 DUE DATE: 2-18-03 Approved E Approved with Conditions n Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: .:�;i ACTIVITY NUMBER: D03 -019 DATE: 1 -17 -03 PROJECT NAME: FOSTER GOLF LINKS - BUILDING A SITE ADDRESS: 13500 INTERURBAN AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #' After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-25-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n n n Planning Division Permit Coordinator DUE DATE: 1-11 n n Not Applicable n Comments: • Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Revieyv Required No further Review Required DATE: DUE DATE: 2 -18-03 Approved with Conditions/ Not Approved (attach comments) ❑ DATE: 2 0 , Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: .»...-. w;: uiJ.`. r:+...' i".' sCt' afdtir. iceu: cti: a'` u' isv: Y: ul i' uits , 7ii'+'JC"•iSu.;y�e:`,x;.4: " . u;y. City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 w r QQ LI J U 00 N O W = J F- 2 u_ w 0 } CO u_Q = d . I-- IA Z F— O Z LLI CITY OF 2 JAN 9 i:i;U3 0 w W PERMIT CENTER �U Project Name: FOSTER GOLF LINKS — DEMOLISH BUILDING `A' LL- z w U= REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: January 29, 2003 ® Response to Incomplete Letter # 1 0 Response to Correction Letter # Revision # after Permit is Issued Project Address: 13500 Interurban Avenue S Plan Check /Permit Number: D03-019 Contact Person: Rick Still /Bruce Fletcher Phone Number: 206 - 767 -2344 Summary of Revision: Plans are stamped by a licensed Architect or Engineer as needed. Geotechnical Engineer of record approval is not needed because this soil is for stock piling of non- structural fill. The compaction notation of structural fill has been altered to indicate specified fill compaction should be as indicated on the plans and attached specifications. Abandoned utilities disconnection is identified more clearly and will be reused by future contractor and construction of the new clubhouse, therefore they will not be capped at the property line. Appropriate Civil plans have been added to comply with the erosion control request. The plans indicate the 40', 100' and 200' shoreline limits. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1 -2-63 Entered in Permits Plus on PO Z • ••• • • • • •• • ii2J.M. lALlail tn. vsaaw=aa..,.• • . F625-052-000 (8/97) F625-052-000 18197) 1.,A) 111 REGISTERED AS PROVIDED BY LAW AS CONST CONT _GENERAL , EFFEeTIV• • `'15ICKS60,..' 3315 ..S PI:NE ST . TACOMA WA •• 98 o p REGISTERED .:AS... pROVIDED BY LAW AS CONST..CONT , # EXP . DIATE-. • CC01 . it'*WMPI`CC*10837 •..04 /0 I EFFECTIVE DATE 4j.2 7 ti9 9 Q " . ; i; . , • • • • WM D I CI . < 6 , 14 . ' 3315 S • • ' TACOMA WA . 98409!':: • . . . Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES • Detach And Display Certificate *La sff, Wa.1 Please k.!.ernove And Sign Identificatiop Card Befov.: Placing in Billfold • • • '14.ah''' • " • Ex. "'LTER .-._ 4 2_ e- : =ER %,R-. NC 5-EE NC = __ \G 5 RE E. E /CE = EX.0 4 :CN5 EROS CN CCN R FENCE • ti 5.70.2.X.= __E` 4___ c - \ - CC /E 4 .�._.�,.�_ ... = -`. ... =RR. ER 4 "- \ L \ ERCE ON ..-C\ RC_ E S,.ES. -C..S t ..- _'TIES - C EE R=EMOVE.'. Ci1.NER 3'E °. PRO - ' FENCE, L- C,.FC N \C f RE"CVE EX IC - R="0 /E E/. C.:R 5:-�\, I O \\ ,. Q T Ex a AESCL,.'__ NC JCR< 5E 'C\C '.- 5 L_ NE PE" Ex =0_E., CCCRC \-: - E - R= "C /E 5_ E - / / , NC U:CR< TH'S ARE4 c_ L i ASSOLL'EL7 NO / f 4 I ► 1 I ,.;CRfK 4E 4 ► _ ► ► . J A L. ___ REK:VE 2 H'.(y _ 1 / ) OJ 1 ) o / I,/ vG • / � =E C " 4 , / V /7 i I ,,,r °� , / -/ ^jt, f ___4_ , T CAP TEL 4 FIBER RE• - IOVE E/ RETA!N NG WALL, CUFE.,S. ETC.. i2 REMOVE EX. E - 'MALL I 2..4N275CAPING C -A_t IMIN 0 10 20 40 _ fir / C C \ O\ / ,0 C5, 5 EPS C E'.E RE"CY_'. 1 1 - PANTE4 ) EROS FE \CE 130 FEET MA!N - 4 N EX. tLICTER R. C =ER.i -lON \ Ir C \ < a n , - N - �. C .3 IN 8' L ' - -S - C r' ,., " ... _ . , C'.C.N, 45 CCCR -'NL w T., - `� TC RE"C'✓E POLE Ib AND CAP ES �- C4= x . , .ATER _'NE 18 RE''"OVE EXEt5 -.NE � RE POLE <:yc' - CCCR \4'E W'� LiT!ES AS RE-^KD T =E•O 1='1- 41■1 1 "_4,^0' -0" 4 — CCNT FEE 'c RE^^c r - Ex 5T NG G.:S "E cL= 4 _'NE iC 54C< r„ \ INTERURBAN AVE, TF E NCR`- 4� v p_ A N T ER NC- C .S_ I I ,p `. �- Ex. TEE ECX r ; -VL _ 8 (I I rTh I F FILE COPY subfect to errors a,' on acid approval of plans does not a the violation of any Date ' pern,7:1> - I:44u, DOS- 023 These plans have btell reviewed hy the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of .idoptcd standards or ordinances. The responsibility :or the adequacy of the design rests totally with the designer. Additions, deletions or revisions to dxse drawings afier this date will void this axeptance and will require a resubmittal of revised drewinp tor subsequent approvaL Final acceptance is subiect to field lopporttos the Nblic 'Works utilities lowed._ Date • Br PlO CIANTLSE3 'AV.'S T3 ccR City of Tukwila 6 Southcenter Blvd PlItt Foster Golf Links Clubhouse 13500 Interurban AVL. So. Tukwila, WA 98168 Pcmut Rcv 1/28 DA( SITE DEMO PLAN LTR#A A- 100 JAN 0 7003 01 4 . S GRAZtiwt; NO WORK THIS AREA' m PORTION OF THE JOSEPH FOSTER HOMESTEAD BOUNDARY. DO NOT DISTURB THIS AREA. INSIDE OF THE OWNERS FENCE. FILL AREA INSIDE OF FIRE LANE LOOP WITH STRUCTURAL FILL TO rATHIN 10" OF FINISHED GRADE. SEE LANDSCAPE ARCHITECT PLANS FOR CONSTRUCTION INFORMATION THIS AREA 21/ 14. ------.. • s wr: r.1'. TIT 11 4 T 111 NIC — WORK THIS AREA BY GOLF COURSE CONTRACTOR OC AREA=•9 SO,ARE Fa a.rETP VAR' PROVID,C, THIS ia.444,..a. eo ARE& SLOPE 30VOL. OwAL OuTFALL 0 00% MtNar,m SOE SLOPES; N (EeST). E & W-1 5,1 (IAA) S-=1C- 1 NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY EARTH TECH, PROJECT No. 1711, DATED 3-25-02. BUSH, ROED & HITCHINGS, INC., ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMED- IATELY NOTIFY THE OWNER AND/OR ENGINEER OF ANY SIGNIFICANT DISCREPENCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. 1 AS DR, OPN'G. CON, 0.RE1. rarICR. SICEMALX h` ONCE PATH. MATCH GENT C0140111ONS REMOVE EX - WALL WINGS 2:1 SLOPE F I ON BACK OF PAP-I TO NE Dr, -SITE CURB • 1 • . t / 1 i c .4, , : C. • , -- 4 I I / • • I I I I I _r • - ...----- / . . " > / ' 1, ' .... ll - . •••••Ns. ''',........... ' .1.. / . / ( ,k ' ' '.....',..........;..N... , I i / ,, ELE BERM 12.50 A C T iriN` \:--:. \---- t : , / ) , / ■ .4........__V I V r... <- ___- i i 11 ------ , s ./ ' ' / / ' i t I ‘-- ; :::: i -' N --, :-. \ \ / „----- I! \ - --__ ,- i .1 1 , :-_-_ I I :,•,, i / ,_iso, / ' „,. ,2 .;' u-, i .._. i / • 1 - - <-6\ 1 , .. :-.„, ■ -.-- ' 7 i / / ........----..= "--- '' -_-_,-------, "-- 17 E_EV 12 . - '"-- ''..-- - V,....,,,........r......—+.-.- ..... ____ <,-, F--------:=---‹,..-: L --- ; ,.. .— 'L ------' C',-2-,-77::::',11:tt47..- In TOP BERM _ f is , is SEE SHEET A-100 FOR TEMPORARY PATH LOCATIONS NOTE: abemo cordiRocroe 514044. tvAlet GRADtie 777- G UTS 0p4(.'1 0p4(.'1 AS iNDI(410- IF 610Des (Nolas- - -pu. rt be ca•4tvexert N.I.G. trcepT AS . _. -- v / 4-- ' , itstptckTE ON efmek 4iice75 Our lb toto taloRK . __., . \ y _ : ..._\ _.. ,--- 2, , STE4K.FILE Alk -cuT IMAIMAL AS iNotan .., __ r, --_,------„--:- , , _4, .t__../,,..... , \:... •_...„ _ c..: ,,..,. ,.:.... ,....__ tr, \ \, N-.....__, .. N. ,/ A \ '\ k, \ .. , , , .,. - "WHERE STRUCTL.RAL FILL UNDER AND Wil-IIN 16" : THE NEW B, __DiNG SLAB WOULD . * / BE LESS THAN 12" OF NEW STRUCTURAL FILL, CON S-1ALL EXCAVATE TO ) i t - 7- MAINTAIN AT LEAST 12" CF STRUCTURAL FILL BELCW THE DF,AINAGE COURSE. THE , z y (' BOTTOM OF THE DRAINAGE COURSE IS 14" BELOW TOP OF SLAB." - .---. "WHERE STRUCTURAL FILL UNDER AND WITHIN 24" OF TH E BOTTOM OF THE / :- ' / ----°- BUILDING FOOTINGS WOULD SIT ON LESS THAN 2 OF NEW STRUCTURAL FILL, ,;, , CONTRACTOR SHALL EXCAVATE TO MAINTAIN AT LEAST 24" DEEP X 48" WIDE \¼_ OF STRUCTURAL FILL." , , , , --,-- ---;. . \--.,-, ,- / .;.-=. ..., .- \._, SEE LANDSCAPE ARCHITECT PLANS FOR CONSTRUCTION INFORMATION THIS AREA SEE SHEET A-102 FOR SEQUENCING AND PHASING INFORMATION SEE SHEET A-100 FOR SITE DEMOLITION INFORMATION Cal 2 Working Days Before You Dig 1 Mee Underground Location Center (ID,MT,ND,OR,WA) CITY OF 'AN 292003 U 2 :Elf: t 0> Z 0 a I I 4 • r 0 LI w z 0 a >1 CC z 0 Z 14 a al < 0 LI MO 3 oatticr, Cal OF Tip st. A - Fest/A oopy upo,s L.A U: V002042 \ X6RD.dwg 1, I 01 RC'S CA ALA% fuLA - FOSTER ca LiNmf , \ \ PROVIDE CATCH BASIN -/ PROTECTION PER DETAIL _-SHEET C-104 (TYP)_ 1 ' — INSTALL SILT FENCE PROTECTION ' PER DETAIL SHEET C-104 (TYPICAL) • /- ,/ • , /":"T x / INSTALL SILT FENCE PROTECTION PER DETAIL SHEET C-104 (TYPICAL) NO WORK THIS ARLAN" OF THE JOSEPH FOSTER/ (1 BOUNDARY. DO NOT THIS AREA INSIDE OF - -T . THE OWNERS FENCE. , NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY EARTH TECH, PROJECT No. 1711, DATED 3-25-02. BUSH, ROED & HITCHINGS, INC., ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMED- IATELY NOTIFY THE OWNER AND/OR ENGINEER OF ANY SIGNIFICANT DISCREPENCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. I N 1 ; _ - - 1116 7 11miliiier rim um inii4' =sr r uni imor -am am um am ow in. amt TEMPORARY STABILIZED CONSTRUCTION ENTRANCE. 50'x30'x12" THICK PAD OF 4" TO 6" QUARRY SPALLS (SEE DETAIL SHEET C-104) CONSTRUCTCN 1. CONTACT T-E CTY OF TUKWILA RIM VT .".S DEPARTMENT AND SCHEDULE A PRECONSTPuCTIOPi MEER& 2. INSTALL STABILIZED ONSTRUCDON ENV kNcE. 3. ,NsTALL FILTER FABRIC FENCE 140 CD PROTECTicr: 4. PERFORM DEMOLITION OPERATIOP6 REOURED. 5. ALL TEMPORARY Y AND PERMANENT EIDSON CONTROL MEASURES SHALL BE MAINTAINED ND REPAIRED /6 NEEDED TO ASSJRED CONT,NLED PERFORm AN OE. THESE MEASURES SHALL BE REPAIRED TO THE ORIG N DESIGN CONDTION. 6. PRIOR TC ANY CONSTRUCTION Tit (=TRACTOR SHALL REVIEW THE RECOMMENDATIONS OF THE SITE GEDIEONICAL ENGINEERING REPORT 7 . INSTALL NEW urILITIES AND ST CHP 01/INAGE STRUCTURES AS DETAILED CN THE PLANS. TRENCH EXCAvA106 SHALL BE OBSEED , N - HE EEL) B Y AN - A-ST1 - _ SOILS ENGINEER is WAY EE NECESSAR { TO INSTALL GEOTEMILE FABRIC IN 114 REICH PRIOR - 0 PLAU CF GRANULAR BEDDIN3 FOP PIPES AND GATrui BASiNS. 8. CONSTRUCT NE w BUILD,NG. DURNIC CONSTRuC PEROD, ANY AND ALL POLLUTANTS OTHER THAN SEDIANT APL USED ON SiTE SHALL BE HANDLED AND DISPOSED OF IN A TANNER or. DOES NOT CA.LSE CONTAmINATON OF STORMWATER. 9. FINAL GRADE AND PAVE SITE_ 1 0. LANDSCAPE OR HYDROSEED ALL DPCIEED AREAS '11. CLEA., STORM DRA;NAGE SYSTEM 110T FLi.:Shr; AFTER VEGETATION HAS BEEN ESTABL,SHEr... 12. REMOVE ALL J.tOSI0N CONTROL YEASSES WHEN ENTRE SITE is STA8' ALL TEMPORARY EROSOIC:NTPOL mEASL SHALL BE , .EMOVED 3C DAYS AFTER FINAL 51E JABILZATON OR AFTER THE ARE NO LONGER NEEDED. TAPPED SEESIBil iALL BE REmOVEr: OR STABILIZED ON SITE. D AREAS PESuLT1NG FROM SEDMENT REMOVAL SHALL BE PERMANENTLY SAIL= SEE SHEET A-102 FOR SEQUENCING AND PHASING INFORMATION SEE SHEET A-100 FOR SITE DEMOLITION INFORMATION ( FEET ) II boo - 4C It as am ma IM AM MB miaus. -- Int moo me ----------- -- --- Cal 2 Working Days Before You Dig 1 Mikes Underground Location Center (D,MT,ND,OR,WA) 1. no 2002042.00 (3 z z 0 Cu 03 OP .40 C c- u a 3 a a 4 1.1 .1 4 cr bi hi z z <E w 5 iti7 ma al Cr X U: \2002042 \XGRU.dwg GU'11GUI4 JtJ NIC — WORK THIS AREA BY GOLF COURSE CONTRACTOR (SHOWN FOR PERMIT PURPOSES ONLY) NO WORK THIS AREAIIIII PORTION OF THE JOSEPH FOSTER HOMESTEAD BOUNDARY. DO NOT DISTURB THIS AREA. INSIDE OF THE OWNERS FENCE. J OT 4 c , th e c % ' ; ' 2 ,,,° r - -- j� - - -_ _wTXrA*• O `er`c c S '� �- v -, � i � ' 2, N /' „ ,n` 7 \ \ Q (` ,^ I 4 I on Cs r a,L I INTERURBAN AVE. REMOVE C8 AND CAP • A - FOSTER ,3015 LAW ` --r • ■ \ I I., T / // ' 'Z ' I ` � � 1T - L y ,' `} c , • ♦�.. -- .- te •r , I” N IN NOTE: ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY EARTH TECH, PROJECT No. 1711, DATED 3- 25 -02. BUSH, ROED & HITCHINGS, INC., ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMED- IATELY NOTIFY THE OWNER AND /OR ENGINEER OF ANY SIGNIFICANT DISCREPENCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. s ' i #" • o E r• f f i i FF ELEV = 20.00 ' 1,C. 4 N,10. i � n g, �r 1 r. Not iN CoN1RAGT CoNTRAGT (1.c) (Ric.) NW & SW 1/4, a " INTERIOR SLAB ON GRADE DRAINAGE. TIED TO EXTERIOR PERIMETER FOOTING DRAIN UNE: AT 50' MAXIIILM ON ' CENTER, PENETRATE THE FOOTING STEM WALL WITH A 4' DIAMETER PVC TIGHT UNE TO 12 FOOTING UNE. PROVIDE TEE AND BRANCH 20' EACH WAY WITH PERFORATED PIPE, PARAI I FI TO THE INSIDE OF THE FOOTING UNE, WITH TOP OF PIPE APPROXIMATELY 8' BELOW TOP OF SLAB. PLACE UNE IN AN ENVELOPE OF MINIMUM 5/8' NOMINAL DRAIN GRAVEL, MINIMUM 6' THICK. DRAIN GRAVEL SHALL THEN BE SURROUNDED WITH A NON —WOVEN GEOTEX TILE i/ SUCH AS MIRAF1 140N, SUPAC 4NP OR APPROVED EQUAL. CAP EACH INTERIOR END. VERIFY EXACT PENETRATIONS �< (WITH FOUNDATION CONTRACTOR TO AVOID STRUCTURAL POINT LOADS AND CRITICAL REINFORCING'. ', "EXTERIOR PERIMETER PERFORATED FOOTING DRAIN \ NOMINAL DRAIN GRAVEL, MINIMUM 6" THICK. DRAIN \GEOTEXTILE SUCH AS MIRAF1 140N, SUPAC 4NP OR • • SEC 14, TWP 23 N, R 4 E, • UNES SHALL BE PLACED IN AN ENVELOPE OF GRAVEL SHALL THEN BE SURROUNDED WITH A APPROVED EQUAL.' • V 4 PROVDE TEMPORARY E' PVC STORY L!E OUTFACE TO COSTING WATER 4AZARD. CAP UPON COMPLETION OF PHASE I STORY WORK. • CONTRACTOR SHALL PROTECT IN PLACE COSTING LANDSCAPE IRRIGATION SYSTEM ALONG NTERURBAN AVENUE CONTACT PROJECT MANAGER N THE EVENT OF DISTURBANCE TO THIS UITUTY. MINIMUM 5/8' NON —WOVEN -7"Q131"11:1 i 11",,,, „ 0 PIR -w[t- woPT'-e • —i c_ • • \ op liC_ • Te OC NYDRAPC. 76 LF r DI WA TER MANI No C) --- e rcf irE TEEMIUST VAL (F 7E 8LaCMS OWL) 0 2 FRE DCAIE- ":" IIIATER A 7EPACE SEE SHEET E-2.0 FOR ELECTRICAL SITE UTILITY WORK SEE SHEET A-102 FOR SEQUENCING AND PHASING INFORMATION SEE SHEETS A-103 Sc A-104 FOR ADDITIONAL SLEEVES IN PAVING AND PATH AREAS, IN ADDITION TO SLEEVES SHOWN HEREON ie T SSW! #2100 JOIN DOSITNG swum' sian ®® RaiL-FI'CU94-31":t SS • 25" 1E4 2_ 00 COST SSW '795 ADJUST FRI ELEVA1131 ID 1174 0 D1ST SSW #3521 (101110 0 L #44 ELEV 73 MIC:ZZL24 ADJUST RIM ELEVA101 IUD 0 GREASE /NIERCEPTOR (SITE MEET P2.0 FOR DETALS),. AIILIST ELEVATICII ID 72.2 • GIR 9.60 6° 6- PVC, 2.1011311Th ELBOW ON CUTLET PPE O 4" AREA CRAP. — rune PRET Ma • CLEANOUT RIM TO r ANNE GRADE ditAPH1 SCALE qs ZB ° EG.7.5711165.1!g2 at • 200 7 1_ 8.1 1- coli r PvC SO • 0.5011 O 643 . 7; 7 1 4 r pc SD • 1:13CR • Cilb. 0 8 CRIB 1E 41233 Ceia Cafi (-11.51 55 LF1r PVC SO • 0.50S 0 past CATCH BASIN GIR4.0 634) AD.LIST " TN TO ELEVATION 1E, 7 2 & INSTALL SOLO, TRAFFIC BEAR1NC (3® RIII- Feli'‹DaSTC*WWYREM 75. 21.17E/ 02 3:ANDC.1f:759" MS-1'4TO STCRM WATER FEMURE. PROVIDE pLAN CLEAN OU TS PER ARCH TECTS ROOF @ Tr PVC FOOTING CRAIN. CONNECT TO CATCH BASK PROMO( CLEANOU TS AT ALL FOUR MAJOR BULDING CORNERS. EXTEND CLEJAIOU TS ID 8. ABow GRADE. AND CAP. Cal 2 Working Days Before You Dig 1 Utiaties Lhderground Location Center RECEIVED Tv OF TUKWILA 0 No ▪ fA 4 La la La 4 Z Cfhl SC Cb 0 cc 0 51 dal. by U: \2002042 \XDET.dwg 4 Ci 4 Orr Ci T. WL A - FO51GR oar ;: treks e1ER4 M 7.z1.- A ik'..1ilS 3. FULL -0 BE • 4 . cURB D' E7:AAOG -O;1 r&Ar+E 1/2' MAX. TO e./4' MIN. LIP 3' Wide Edger Finish 18'-- 19' City of Tukwila P- 0 /CP /CM C - 1 /C -2 M -1 /M -2 Alt Others City of Tukwila • THICK CEIFENT CCPCRETE SJl£VALK TICEMIO ED EDGE GN CIRB RETURNS) E SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS SE SPECIFIED BY THE ENGINEER. MAXIMUM SLOPE SHALL BE 12:1. PS SHALL BE PLACED TWO PER RADIUS ON ARTERIAL STREETS OR AS L, BY THE ENGINEER. Curb Ranp (See Detat R -12 CURB RAMP DETAIL Kok t. s` DATE: 11/15/96 I RS -12 Sidewalk Widths Local Access Arterial r 2• -L 1' Ville x 3/8' Deep Score Joints NOT L L 1. Sidewalks she be a Minimum of 8 feet wide at bus stops and pullouts, or here the speed Limit Is over 35 MPH, or where a trail and ewalk are combined. 2. Expansion Joints shall be placed every 15', score Joints every 5'. 3. Cement •ncrete shall be placed on 2' of 5/8' minus crushed rock, • d as otherwise specified In the current APVA /VSDOT Stan. rd Specifications 4. Re, • al of existing concrete curb, gutter or sidewalk shall be to th nearest Joint; score Joints must be saw cut and replaced with new. SIDEWALK DETAIL wiwow DATE: 11/15/96 CBD (See tote 1) GoNC_ SLOGGING OY V411'3.3" LI D6)URBED Salk A HYDRANTS 94A,L BE EOIAPPED *TIM PORT. AND SHALL NM( A 1 I/4' CON/NECnoN AND 5 1/4' NMI PUMPER D6OMRGE PORT. B WHERE NA CURB & CUTTER CLOSE TO PROPERTY LNE. D. HYDRANTS INSTALLED. E GREEN BONNETS /\ / \ .\ . \\ A 7/2 YD. ANSMED ROCK c MIL T/•' TO 3"1 City of Tukwila MYORA Ts SWILL CONFO TD AF SPECFCAYONS C • -54. S OLL SE mFwESSacY TYPE AND SHALL. HAW A T1I0 ' T BRFJIMIA FLANGE WIN BRENONG ACRE AT THE GROUND L•'E • .. SHALL NAME A SELF-OENG OR• BONcT Wm.' FACTORY a. RISEINOMN NOURNG APPR.37taMATE1• e OUNCES of as, OIL •A. • - S•Ma.L BE SD DESIGNED AS TO OK A DOMPLETE u. ATOM • STEMS EACH TIE TIE HYDRANT S OPERATED THE UPPER SIDI - WW1 A MUSS SLEEVE DATE: 11 /22/96 NW & SW 1/4, SEC 14, TWP 23 N, R 4 E, , hM FIRE HYDRANT ASSEMBLY & SETTING DETAIL EXPANSION JOINT TUKWILA 5: \GENERAL \CDWY / EXPANSION JOINT 1 DUMMY JOINT EXPANSION JOINT ELIMINATED IF GUTTER & APRON ARE POURED MONOLITHIC 6' MIN. SECT!O H A -A NOTES: 1. CONCRETE SHALL BE A ; SACK MIX WITF+ 5% ENTRAINMENT. 2. INSPECTION REQUIRE'' P I RE PLACING CONCRETE. AT LEAST 24 HOUR NOTICE M' .t 9L GIVEN TO TUKWILA PUBLIC WORKS. 3. ALL DRIVEWAY AP NS SHALL BE A MIN. 6" THICK. 4. WHERE DRIVE* Ik1UTHS EXCEED 15 , A 3/8" MINIMUM EXPANSION J• ;HALL BE PLACED LONGITUDINALLY ALONG THE CENTF R I 5. ALL WON. ALL BE PERFORMED IN ACCORDANCE WITH APWA/WSDOT PLAN` • _ ',I'ECIFICATIONS OR AS DIRECTED BY THE CUT OF TUKWILA. EXISTING DRIVEWAY EXISTING DP COMMERCIAL DRIVEWAY PLANTING STRIP 2• DOUGLAS FR POSTS • 3' C.C. Ill. PtACE 3 ft SC_S ;E F.LTER- FABRIC MA FRIA! ABC/E GRATE & SEC.JRE IN , GRAVEL DAM OR AS StaOM*. REPLACE UPON FIRST S IS XF FA _;,IRE. CONSTRUCTION NOTES: MAINTENANCE NOTES: DOLOIL5 FP SUPPORT PO5- IEEEVAnO,AG MRAF' T.. EOUK i1LIER FABRIC SILT CONTROL AT C.B.'S EiToe BOTTOM OF FILTER ABBE NM 4'z.2 BT 4 Oce' RENCN FILTER BARRIER DETAiL SUER BARRIER - DRS SEDYEHT BARRIER MA• BE CONSTRUCT. USNG BURLAP OR STANDARD STRENGTH SYNTIETTC FILTER FABRIC IT 'S DESIGNED FOR LOW FLO'w OA I cOQRATE FLOWS NOT ExCEEDNG 1 CF.S 2 BURLAP OR STANDARD STRENGTH FILTER FABRIC Sm... BE PURCHASED IN A CONTINUOUS POLL AND CUT 0 THE LENGTH OF THE BARRIER TO AvOD ME uSE Cr ,ION T5 (AND TAUS %e.g ( THE STRENGTH AND EFFICIENCY Or nE BARRIER) 3. THE STAKES SHALL BE SPACED A MA.HMUM OF 3 FEET APART AT THL BARRIER LOCATION AND DRI',EN SECUREL" WO THE GROUND (WNW. 7r ▪ INcHES) , 4. A TRENCH SHALL BE ExCAVATED APPROXIMATELY • NOTES NIDE ANO • NOES DEFT ALONG THE ORE OF STAKES AND UPSLOPE Cr THE BARRIER S. THE FYTER FABRIC SHALL BE STAPLED re TIE wUOOEI STAKES AND a NOES OF THE FABRIC SHALL BE EXTENDED INTO TTE TRENCH. IEAW Cure %RE STAPLES AT LEAST 1/2 NOES LONG SHALL BE USED. FILTER MATERIAL SHALL NOT BE STAPLED TO EXISTNG TREES. L. THE TRENCH STALL BE BACKPL:ED AND THE SOIL OOiNPACTED OVER THE FILTER NA TERIAL T. C A FILTER BARRIER IS TO BE O- ONSTRUCTED ACROSS A PT. LINE OR SWALE. TIE BARRIER 5141 BE Oil SIETICENT LENGTH 70 EUMNATE END rLow. AND THE PLAN CONFIGURATION SHALL RESEMBLE AND ARC CR HORSESHOE MTH THE ENDS ORIENTED OPAcPE. e. PLTER BARRIERS SHALL BE REMOVED WHEN THE" HAVE SENSED THEIR USEFUL PURPOSE. BUT NOT BEFORE THE UPAOPE AREA HAS BEEN PERMANENTLY STAIU2ED SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED ARCOHA TEL AFTER EACH RANFAl AND AT LEAST DAL. °LAING PR(x.DNGEC R AINFALL ANY REOU RED REPAIRS SHALL BE MADE IMMEDIATELY. SlxiLS THE c ABR■C ON A SLIT FENCE OR FLIER BARRIER DECOMPOSE OR BECOME NEFFEC'IVE PRIOR TO THE END OF THE EXPECTED USABLE LIE AND THE BARRIER STILL BE NECESSARY. THE FABRIC SHALL BE REPLACED P ROMPR SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACN STORM EVERT THEY MUST BE REMOVED IMHEN DEPOSITS REACH APPROXNA TEL ONE -NALF THE HEK,HT OF THE BARRIER. ANY 5EDWENT DEPOSITS REMAINING IN PLACE AFTER THE SILT Fact OR FILTER BARRER IS NO LONGER REQUIRE.^ SHALL BE DRESSED TO CONFORM WTI EOSTNC GRADE. PREPARED AND SEEDED NOTE; ALL EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON WAS TAKEN FROM A SURVEY PREPARED BY EARTH TECH, PROJECT No. 1711, DATED 3- 25 -02. BUSH, ROED & HITCHINGS, INC., ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS OF THAT EXISTING INFORMATION. THE CONTRACTOR SHALL VERIFY, AS FIRST ORDER OF CONSTRUCTION, THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL CRITICAL POINTS OF CONNECTION AND IMMED- IATELY NOTIFY THE OWNER AND /OR ENGINEER OF ANY SIGNIFICANT DISCREPENCY WHICH WOULD PREVENT THE CONSTRUCTION OF THAT DEPICTED HEREON. 2002042.00 C -104 'NERAL 1 P orfy otiiiCas Inspects d 276-z:3-0179 at let's" 48 hC&,rs DDR'are start ;ajed sit wav 2 Peq,.est a Rd) c A_•os uti+ *pc" _n of ',east 24 Rats a::.cnce By CtB',ing 206 -00179- 3. The 0:r ass_rres !t• Nga•saifty to' • /Aar safe!". and alarm age 'C slalom s ! reprove- rents res..Ut rRg horn COrsLruction over 3e. for S 4 The Cartrcata snap nave fw ;NW's: and _audit cr s the opp•oved pars, CrS 0 carat MR CI City o' Lk. infrastructure Des or ord C '..pion Standards cwoiobe et the ice _ t e. 5. A.I wYA snail Co''Crr'. !a OMR 41XMOINC d_w:r ;s Ar d from the approved pis reGLY •e-opprovd from the ow • the era:neer, and Oa ON of k•; _ 6. At! methods c' d rncterials abet E:ty of Tukaia hfrast' Tture Des•g^ Oral Caaha'icr boards, unless otherwse approved by tr.e Pre narks : hector_ 7. Contractor shalt maintain • onset set cf record drat. -cs on -site. 6 Contractor shall provide recall aapings prior to project. find approvai. 9. Controctor shat: provide tans aRtd crd street mainteronce plc,. for Public left approval before irnpieernentctior. 10. Ail surve 4'Tg steal be done TI* are director of a Washington ficaseE lord surveyor. Vertical datum shall be r AV D 198E Marimba astern shah be NAu 83/91. For projects within c flood canal me, the Pernittee shall provide Conversion calcuiatians to ICill 142S_ 11. The Contractor shot! replace. cr niccat.e all signs damaged a removed due to construct* GRADING A.A.% EROSON CONER 1 IDES 1. The erns or prevention and stiRat controi (ESC) r e .sores on the approved pions ore minraas requirements. 2. Before oeg'nning ory consnclit activities, estat'Ish the Bearing :'r:ts and install raab•cbori entrant'. 3. Before cry ground disturbers cccars, all downstream erosion prever ;ion and sediment c*Nd measures (ESC) must be constructed and in operate= baton aria mairtain an ESC mecsures according to the ISC pis!. 4. ESC Treasures, including an*** core as, shall remain it place until final site cons*ssiat is competed and permanent stabilization is established. 5. From May '. through Sept erser 1I, ,:rovrde temporary and permanent cover measures t• woact disturber areas that wi:+ remain unoo-ked for seven df w more. 6 From Cctcae' 1 through April MI, provide temporary and nerr,ner.t cover measures b wade disturbed areas that will remain unworRed for two dote r yore. m addition to cover measures. the Cortro.tor sheik O. Protect stockpiles and stamp at crd fill slopes if .Inwor'ied for more thor 12 hours b. Stockpile. on site, eno.gb cater materials to cover a!! disturbed areas. 7. By October 8, seed at ore bat will remain unworked during the wet season (Oct I through April 30). Mulch all seeded areas. UTILITY NOTES 1. All trench excavation ooeratioashd meet or exceed all applicable shc: ing taws for betides All trench safety systems shall meet W SHA requ resuMl[ 2. Power cable, fiber optics, out b#bhone lines shall be in o trenc` with a S minimum i izontal separation from other underground utilites. 3. Adjust oil manholes, catch bey and valves it public rights -of -way or easements ear asphalt paving. STORM DRAINAGE NCTES 1. Al: methods and rnaterlds shdl Beet City of Tukwila Infrastructure Design and Csabrntton Standards, and the current King County Surface Water rtnip Manua!, unless otherwise approved. 2. Mark all storm drain inlets lei No Waste" and either `Drains to Streams ", " Drain i3Iletlands ", or "Drains to Groundwater ", as applicable: 3. Driveway culverts shall be d salient length to provide a minimum 3: 1 slope from the Ndge of the driveway to the bottom of the ditch. Culverts shall hos bawled end sections that match the side slope. 4. Coordinate final stub -out locoing with the Utilities Inspector. Provide a wire or aBe detection device and mark stub -out location with a 5-bot 2x4" stake, buried 4 -feet and labeled "storm' or "drain " - WATER SUPPLY NOTES 1. The Contractor shall install monde stops, wote ervce lines, and meters. The City El Tiisia will in . the meters. Pressure test all water mains Oral appurte. cos. 3. Flush and disinfect new, clews( e' pc water mains. 4. lnstali restrained joints at d . -es, and other airection changes. 5. All water r shag have e • assembly at low point and an a relief high point of main. 6. Install fir a sse' : at It stands plumb and so that the !owes outlet is 18 die the finished gI The assembly shall h. a clear msr wound hydrant of at least 36" and the pump port shall kwtreet or fire accsss. 7. The installer • a fire line bad= prevention device installed tside the building ed anderground, shall have a Level certificate of competsc7 er o Level U contractor's ce note of competency. IF the installer is different than e CocKflow prevention dead then the installer must stomp sign, and date the pions, it won to the designer's stamp, signature, and date. SANITARY SEWER NOTES 1. All methods and materials std meet City of Tukwila Infrastructure Design and Unbutton Standards, unless otherwise approved. 2. The Contractor shall mark be sit of the side sewer, inside the property line, w:tn a 4 bElt pressure treated 2 x 4, buried in the ground 4 feet. The brad end shall have a 2 x 4 cleat nailed to it to prevent withfawF of the stake. The exposed 1- foot shall be painted traffic In and the depth to the sloe sewer or tee shall be indica/Pii black paint. RECEIVED CITY OF TUKWILA JAN 0 0 7nnl PERMIT CENTER r