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Permit D10-200 - SOUTHCENTER GOLF - DEMOLITION
SOUTHCENTER GOLF DEMOLITION 18791 SOUTHCENTERPY EXPIRED 08 -10 -11 D1O-200 City of/Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 3523049015 Address: 18791 SOUTHCENTER PY TUKW Suite No: Project Name: SOUTHCENTER GOLF DEMOLITION Permit Number: D10 -200 Issue Date: 08/16/2010 Permit Expires On: 02/12/2011 Owner: Name: SEGALE PROPERTIES LLC Address: PO BOX 88028 , TUKWILA WA 98138 Contact Person: Name: ROBERT BELLEFEUILLE Address: PO BOX 68697 , SEATTLE WA 98138 Contractor: Name: SCARSELLA BROTHERS INC Address: PO BOX 68388 , SEATTLE WA 98168 Contractor License No: SCARSBI183B8 Phone: 253 - 261 -7274 Phone: 206 872 -7173 Expiration Date: 05/07/2011 DESCRIPTION OF WORK: DEMOLISH AND REMOVE EXISTING 2 STORY BUILDING. PROJECT ON HIGHLINE WATER AND PRIVATE SEGALE SEWER. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL, CONSTRUCTION ACCESS STABILIZATION. Value of Construction: $33,450.00 Fees Collected: $1,578.44 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0008 * *continued on next page ** doc: IBC -10/06 D10 -200 Printed: 08 -16 -2010 City oikukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D10-200 Issue Date: 08/16/2010 Permit Expires On: 02/12/2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature Private: Public: Profit: N Non - Profit: N Private: Public: N Date: 011,W I hereby certify that I have read and 'ned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complies , whether specified herein or not. The granting of this pe • - •t pre me to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the • of work. I am authorized to sign and obtain this development permit. Signature: Print Name: Date: 6'l4'`l 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. doc: IBC -10/06 D10 -200 Printed: 08 -16 -2010 • • City of Tukwila Department of Comnuwnity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: htqx//www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 3523049015 Address: Suite No: Tenant: 18791 SOUTHCENTER PY TUKW SOUTHCENTER GOLF DEMOLITION Permit Number: Status: Applied Date: Issue Date: D10-200 ISSUED 08/03/2010 08/16/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 5: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 11: All interior demo debris must be removed prior to demo of the automatic sprinkler system. Contact the Tukwila Fire Prevention Bureau at 206/575 -4407 for an inspection of the building prior to shut down of the automatic sprinkler system. 12: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D10 -200 Printed: 08 -16 -2010 • • ►`A`"'qs City of Tukwila 2 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 16: The applicant must notify the City Project Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 17: Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 18: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 19: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 20: Any material spilled onto any street shall be cleaned up immediately. 21: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 22: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V 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. 23: 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. 24: 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. 25: Water service (domestic and fire prevention) capping shall be coordinated with the Highline Water District inspector at (206)824 -0375. 26: Sanitary sewer shall be capped at the MH on Southcenter Parkway. * *continued on next page ** doc: Cond -10/06 D10 -200 Printed: 08 -16 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 do = - of presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the perfo = nc - of work. Signature: Print Name: c Date: 'Yb doc: Cond -10/06 D10 -200 Printed: 08 -16 -2010 CITY OF TUKVIIA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Per No. 10-- )_ 0 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. p l0 —(20 (For office use only Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION / o / King Co Assessor's Tax No.: 3S) -3O'-{ — 9015- Site Address: ✓ Fi 7 () cA ce..�- cam �e'r�wa y Suite Number: Tenant Name: Property Owners e-s� �I i3ra S . /AS. • Mailing Address: I? • v • o to t, c9 6 97 Sez��1e. City Floor: New Tenant: ❑ Yes .. No State °/8138 Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Mailing Address: 7- o • gas- 96q7 Day Telephone: 25'3 -26/ •- 7 2 7 y City E -Mail Address: r scar's f/2 e:4017 Fax Number: State Zip /20 r GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: S c J � /a. . ,%/1 C • Mailing Address: d. 0A. ,9.6 7 7 Contact Person: E -Mail Address: r oG 6 4- . e 5 Contractor Registration Number: C7C AN( e:n�y,•� / ,L l City Day Telephone: Fax Number: tAm 98/3 State Zip 3'3 -2 1 -727'/ .25-3-3/3--)201 .25-3-3/3--)201 q 011) Expiration Date: ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: city Day Telephone: Fax Number: State Zip ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: H:\ Applications\Forms - Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh City Day Telephone: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATION 206 - 431 -3670 33, yam- t r pP ohsk �y€J /`e e - 7 Z—�� Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 1 Existing Building Valuation: $ Will there be new rack storage? ❑ ....Yes ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below . Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor /2,830 rd Floor ', -cD 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ....Automatic Fire Alarm ❑ None ❑ Other (specify) VVV r Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H :\Applications\ Forms- Applications On Line \2010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES - Alkicable 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZ4D TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: Print Name: ZED AGENT: L--/- </Li, /1,_ Mailing Address: cZ - LaoX (DS 0 ? 7 Date: g'-7— Day Telephone: Z5-3- 2 G/ 72 77 City State 9 .8i38 Zip Date Application Accepted: 8 ' 0 Date Application Expires: 1� 11 H:\ApplicationsWorms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Staff Initials: Page 6 of 6 PLUMBING AND GAS PIPING PERI. INFORMATION — 206 - 431 -3670 • PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (co actor's bid price): $ Scope of Work (please provide detai information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets b'', g insta er: and the quantity below: Fixture Type: Qty Fixture Type: Qty '; Lure Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet lothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) q s Fo c -waste grinder, com's, rcial Floor Drain Shower, single head trap Lavatory ' Wash `t:,untain Receptor, indirect waste Sinks Urinals �" j,0 Water Cl . ;; t Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/ vent '' Industrial w treatment interceptor, inc ding trap and vent, except kitchen type grease interce ors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair orya` eration of water p ng and/or water treat t.1 t equipment Repair or alteration 4 drainage or vent pipin,,, Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 B , flow protective 'vice other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) ;' Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:1Applications\Porms- Applications On Line12010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 • • BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION cc PW may adjust estimated fees PROJECT NAME c� CQtid u 1 b p PERMIT # D10-200 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE .2. Enter total construction cost for each improvement category:. Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parking /Access A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. $ _ (4) 4. TOTAL PLAN REVIEW FEE (B +C +D) 5. Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. $250 (1) QUANTITY IN CUBIC YARDS Up to 50 CY 51 — 100 101 — 1,000 1,001 — 10,000 10,001 — 100,000 100,001 — 200,000 200,001 or more RATE Free $23.50 $37.00 $49.25 $49.25 for 1ST 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. $269.75 for 1ST 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. $402.25 for 1sT 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. GRADING Plan Review and Permit Fees TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1+4+5) The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. $ (5) Approved 09.25.02 Last Revised Jan. 2009 1 • • ILgw City of Tukwila { z Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci tukwi la. wa. us RECEIPT Parcel No.: 3523049015 Permit Number: D10 -200 Address: 18791 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 08/03/2010 Applicant: SOUTHCENTER GOLF DEMOLITION Issue Date: Receipt No.: R10 -01588 Initials: User ID: Payee: JEM 1165 Payment Amount: $1,111.25 Payment Date: 08/16/2010 12:23 PM Balance: $0.00 SCARSELLA BROS., INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 01473636 1,111.25 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 000.322.100 000.342.400 000.345.830 640.237.114 Total: $1,111.25 718.75 250.00 69.00 69.00 4.50 PAY RF�°F ANT doc: Receipt-06 Printed: 08 -16 -2010 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http://www.ci.tukwila.wa.us RECEIPT Parcel No.: 3523049015 Permit Number: D10-200 Address: 18791 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 08/03/2010 Applicant: SOUTHCENTER GOLF DEMOLITION Issue Date: Receipt No.: R10 -01478 Initials: User ID: Payee: WER 1655 Payment Amount: $467.19 Payment Date: 08/03/2010 02:01 PM Balance: $723.25 SCARSELLA BROS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3360690 467.19 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 467.19 Total: $467.19 PAY E T RFCFIVED doc: Receipt -06 Printed: 08 -03 -2010 • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. • . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 Project: ;; .aC}1a'1i P ,r► f, T pe of Inspection: • o Address: 1 e779 "S, 71-tiM lk "-?C ate Called: i- Special Instructions: Date Wanted: Requester: .. 756" one No Approved •per applicable codes: Corrections required prior to approval: '1. P COMMENTS: • W P_ I'\T 0 1 I U- C,l) l\ AA t r r) A 40" Q r AA T' ( LA-c:71" c-4-0,,r . /�[a_oy ir�T AA D 44-,A 0 A 1 t 0J 'i^"_ t AA e_ ,, s �r• A A +1 t g „. t Sri 8" 41 t ( r IJ L For ._ • • • e. X__._ _. - - - - - -- - - REINSPECTION FEE REQUIRED. Prior to .next inspection, fee must be '., . ; paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. P.. F f . • X1l G�v�A�'�•b •YS A. : ••myla'c..T .KTiW%. �^ uhn, ).17s - -mom 4.- 414^R`.' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit PERMIT NO. P c'ect: p l . #C , i9 IV AVYLD . T of Inspection. ( Dr Ce,, &0 1- 0,C Address: v ix-141 1 Co G ,r f t'Al Date Called: 1 /min ! i Special Instructions: II l Date Wanted i I it P i Req\ue,�ter: • + d Phone Noy S3-atet- yog9 ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: b !- (0r1-r o p e q J.)),..) ,'avfa( pl c,n s . Inspector: -Ds Date: I 21 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 06 -30 -2011 City of Tukwila Department of Community Development ROBERT BELLEFEUILLE PO BOX 68697 SEATTLE WA 98138 RE: Permit No. D10 -200 18791 SOUTHCENTER PY TUKW Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/10/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 08/10/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D10 -200 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 01 -03 -2011 itj/ fj Jim Haggerton, Mayor epartme t of Community Development Jack Pace, Director ROBERT BELLEFEUILLE PO BOX 68697 SEATTLE WA 98138 RE: Permit No. D10 -200 18791 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 02/12/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 02/12/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 4.9 Bill Rambo Permit Technician File: Permit File No. DI0 -200 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 © Phone: 206- 431 -3670 0 Fax: 206- 431 -3665 Approved Transaction psc1eanair.org Page 1 of 1 Puget Sound Clean A r Agency Notification Case #: 201002016 This page must be printed. A printout of the notification, all amendments to the notification, and the asbestos survey shall be available for inspection at all times at the asbestos project or demolition site (Reg III, 4.03(a)(6)). Fee Amount Paid $75.00 Credit Card Transaction # VT3F5D101852 Transaction Date 07/24/10 Owner's Name City of Tukwila Phone (206) 431 -3670 Project Street Address 18791 Southcenter Parkway City Tukwila Zip 98188 Contact Person Robert Bellefeuilie Phone (253) 234 -0306 Mailing Address 6300 Southcenter Boulevard, Ste #100 Tukwila, WA 98188 This project includes a demolition. Demolition Start Date 08/03/10 Completion Date 08/31/10 Demolition will be completed by a demolition contractor Demo Contractor Gilliardi Logging & Construction Inc Contractor Job # 10-37 Contact Paulette Gilliardi Phone (253) 537 -2900 Mailing Address PO Box 16 Elbe, WA 98330 (1) 1 certify that the information I have provided Is to the best of my knowledge true and accurate. (2) I understand that I must file an Amendment to this Notification if: • The type of project has changed. The project types are asbestos and demolition. • The quantity of friable asbestos to be removed meets a larger project category. • The projects start or completion date has changed. (3) I understand one Notification must be filed for each structure. The only exception is for a single - family residence that includes multiple ancillary structures, such as a detached garage or other outbuildings having the same street address. If there is no street address, I have used a building number. (4) I understand the fees for this Notification are nonrefundable. Create Another Notification If you have questions, contact us at asbestos @psdeanair.org or 206.689.4058. is ECEIVED AUG 03 2010 PERMIT CENTER https: // secure. pscleanair .org /Asbestos /Approved.aspx 7/24/2010 • • PBS February 22, 2010 Mr. Michael Cusick City of Tukwila Public Works Department 6300 Southcenter Boulevard Tukwila, WA 98188 RE: Southcenter Golf 18791 Southcenter Parkway, Tukwila, Washington Asbestos and Lead Paint Building Materials Survey PBS Project No. 40407.018 Dear Mr. Cusick: PBS Engineering + Environmental (PBS) performed a hazardous materials investigation of the site structure located at 18791 Southcenter Parkway, Tukwila, Washington to determine the presence of asbestos - containing materials (ACMs) and lead- containing paint (LCP) that will be impacted by the proposed demolition of the structure. The intent of this letter is to ensure that the City of Tukwila Public Works Department is in compliance with the Washington Department of Labor and Industries and Puget Sound Clean Air Authority requirement that a "good faith" inspection for AGMs be performed prior to renovation. The subject property consists of a two -story golf driving range that includes golf hitting stations, golf shop, office, sprinkler room, storage room and restrooms on the first floor. The second floor is dedicated to another set of golf hitting stations. The interior typically has gypsum wallboard walls with acoustical ceiling tiles in a suspended grid system. The floors are carpeted over concrete slab with one localized area of sheet vinyl flooring. The restrooms have ceramic tile wainscoting over gypsum wallboard, with glazed floor tiles. Survey Process Suspect materials were sampled by AHERA- accredited Asbestos Building Inspector, Harry Goren (Certification #10304001 expires 02/18/2010). Samples were assigned unique identification numbers and delivered to Seattle Asbestos Test under chain -of- custody protocols. Samples were analyzed according to EPA Method 600 /R- 93/116 using Polarized Light Microscopy (PLM), which has a reliable limit of quantification of 1% asbestos by volume. Representative painted coatings from the buildings were sampled and analyzed for lead. Samples were transmitted for analysis to NVL Laboratories under chain -of- custody protocols. Paint samples were analyzed using Flame Atomic Absorption Lead Analysis. While PBS has endeavored to identify all ACM, unidentified ACM may exist in concealed or inaccessible locations. Inaccessible areas are defined as those requiring selective demolition, fall protection or confined -space entry protocols to gain access. PBS recommends that concealed components and materials be sampled for asbestos prior to impact. ECEIVE® AUG 032010 PERMIT CENTER I 2517 Eastlake, Avonue East. Suite 100 Seattle. WA 98102 206 233.9639 Phone 206 762.4780 Fax 800 628.9639 • Engineering + Environmental � www.pbsenv.com —j .J Dio•-', 4200 • 18791 Southcenter Parkway Tukwila, Washington Page 2 Asbestos - Containing Materials The following materials in which laboratory analysis detected no asbestos include the following: • Ceramic tile mastic in the restrooms • Acoustical ceiling tiles in the suspended grid system in the golf shop • Sheet vinyl flooring in the entryway • Carpet mastic in the golf shop and hallway (typical throughout the interior) • Cove base mastic in the golf shop • Taping compound and gypsum wallboard in the wallboard systems found throughout the interior • Sealant around the furnace duct in the sprinkler room off the the golf shop The attached bulk sample chain -of- custody form includes all suspect materials that were sampled by PBS and analyzed for asbestos. • No materials sampled were found to contain asbestos Lead- Containing Paint (LCP) PBS collected seven (7) samples of representative painted surfaces found in the interior and exterior of the building. None of the interior or exterior painted surfaces contained lead above the laboratory reporting limit. The green metal- painted roof contained 2.5% lead. See the attached chain -of- custody form and laboratory report for sample locations and additional information. Recommendations Painted coatings with detectable concentrations of lead are considered lead- containing. The presence of LCP requires construction activities to be performed according to Washington Labor and Industries regulations for Lead in Construction (WAC 296 -62 -155). Workers impacting LCP should be provided the proper personal protective equipment and use proper work methods to limit occupational and environmental exposure to lead until an initial exposure assessment has been conducted. Based on lead concentrations detected to date, it is not anticipated that demolition debris will require disposal as "dangerous" per WAC 173 -303, Dangerous Waste Regulations. Waste characterization should be performed to confirm disposal requirements. Please contact me if you have any questions or require additional information. Sincerely, j. �l- Harry Goren Senior Environmental Manager Attachments: Asbestos Chain -of- Custody Asbestos Laboratory Report Lead Paint Chain -of- Custody Lead Paint Laboratory Report PBS Inspector Certification N,40.07.ln t$l:� F icr Gulf GIM.Suuthccmcr Gull' GI'l.doc SEATTLE ASBESTOS TEST, LLC 19711 Scriber Lake Road, Suite U, Lynnwood, WA 98036 Td: (425) 673-9850 Fax: (425)673.9810 www.scattleasbestostest.com Accredited. Experienced. Insured. and Well Managed! � � CHAIN OF CUSTODY ANALYSIS: BUU( ASBESTOS TEST " , POINT COUNT (400) , POINT COUNT (1000) , Client Name Address 2-.5 ti t ttiL_ � City lj -Q� Phone: ZO L , 'Z S5". 4641 Project Location: Lj i4z 7.oiS Fax: Turn Around Time? -Li Number of Samples (/ NVLAP Accredited, 200768-0 ..o\0Co9Q 3� POINT COUNT (Gravimetrlc)_, Other SC' ZIP i$ (oZ Email: ro j. Manager: Client Job 97∎ 4I5 Sample Condition: Good Damaged Severe Damage(Spillage) SEQ# CLIENT SAMPLE if SAMPLE DESCRIPTION . LAB ID A/R I - p 1 G.I,P/14, rr+• .Z. , (34rteR■stved - "" i. l"" ./ ✓CA - MrM'___ './,ay✓tQ.t/l 1 (ts t i, 2 61.- 3 o3 O LG•-- - 40 • , C T(c , & • • 4 5 0 5/ C.ca�l f-e.�- 6 CY L 9 d 9 G3ti�.� c - -- ih^ .. !9riv �.i�-.af - . ; -• - 5 • 10 J p it 64 Ailf.„car' .,,.._.AI • 11 I2 1 T. G t r - ������ L9„���'i� Clrt.•.e.2t• 13 14 r t L C- vim- rca-Q- mar r • 15 (5' ) , r GeL c• 16 _1(r J 7 . Gl-' 1'3/ r, - /,r�(1'•i/�,,x- Itim GI", 7 es f -V i'1 '�• 4O 'i^'�- - (7 17 18 19 20 Print Name Signature - -,), _cogany Narne P65 Date ill To Time 3= Sampled 'H/4i 6012N Relinquished Delivered GT ) ' ...I t.� I --.yam 2 7• ". % 7>ritt�ier fib,=! /9P 7; `r4 RoceNer Analyzed . ��i 110 mi-h gii li it 05 c. _frriand/ Reported / i2.--' Result rep ling method: Phone , Fax , Email ✓, Pick -up report Seattle Asbestos Test warrants the test results to be of a precision normal for the type and methodology employed for each sample submitted and disclaims any other warrants, expressed or implied, including warranty of fitness for a particular purpose and warranty of merchantability. Seattle Asbestos Tcst accepts no legal responsibility for the. purpose for which the client uses the test results. By signing on this form the clients agree to relieve Seattle Asbestos Test of any liability that may arise from the test results. Invoices paid late may be charged of interest, and invoices go to collection may be charged 17% to 25% of collection fee. Checks with NSF will be charged $50. • • Page 1 of SEATTLE ASBESTOS TEST, LLC NVIAP Accredited - Bellevue:200876; Lynnwood200758 Lynnwood Laboratory 19711 Scriber Lake Rd, Suite D, Lynnwood, WA 98036; Tel: 425.673.9850, Fax:425.673.9810 Bellevue Laboratory: 12727 Northup Way, Suite 24, Bellevue, WA 98005; Tel: 425.861.1111, Fax: 425.861.1118 Website: hupJAvww.seaitleasbestostest can, E -mail: admin @scatticasbestastest.com ANALYTICAL LABORATORY REPORT PLM by Method EPA/600 /R- 93/116 Attn.: Mr. Harry Goren Client:P88 Engineering and Environmental Address:2517 Eastlake Ave. E., Suite 100 Seattle, WA 98102 Project Southcenter Golf Client Job #:40407.018 Laboratory Batch #201069034 Date Received:2 /19/2010 Samples Received :17 Date Analyzed:2 /19/2010 Samples Analyzed:17 Lab ID Client Sample ID Layer Description a/o Asbestos Fibers Non - Fibrous Components % Non - asbestos Fibers 1 40407 018-01 1 Yellow mastic with brittle material None detected Mastic/binder, Filler 8 Cellulose 2 40407.018 02 1 Fellow mastic with brittle material None detected Mastic/binder, Filler 7 Cellulose 3 40407.018 -03 1 Gray fibrous material with paint None detected Paint, Filler, Pertite 64 Cellulose 4 40407,018 -04 1 Gray fibrous material with paint None detected Paint, Filler, Periite 67 Cellulose 5 40407.018-05 1 Beige sheet vinyl None detected Vinyl/binder None detected 2 Gray fibrous material with mastic and brittle material None detected Binder /filler, Mastic/binder 71 Cellulose 6 40407.018 -06 1 Yellow mastic with brittle material None detected Mastic/binder, Filler 7 Cellulose 7 40407.018 -07 1 White soft material None detected Binder, Filler 4 Cellulose 2 Gray sandy /brittle material None detected Sands, Filler 3 Cellulose 3 Yellow mastic None detected Mastic/binder, Filler 8 Cellulose 8 40407.018 -08 1 Yellow mastic None detected Mastic/binder, Filler 7 Cellulose 9 40407.018 -09 40407.018 -10 1 Green woven fibrous material None detected Filler, Binder 82 Synthetic fibers 2 1 Wpahpiee mastic with r Yellow mastic with brittle material dNetected None detected Mastic/binder, Filler Mastic/binder, Filler 26 8 Cellulose Cellulose 10 11 40407.018-11 1 White powdery material withpaint None detected Binder /filler, Paint 5 Cellulose 2 White chalky material with paper None detected None detected Binder/filler Gypsum /binder Binder/filler, Paint 4 Cellulose Cellulose 12 40407.018 -12 40407.018 -13 1 White powdery material with paint 2 1 White chalky material with paper Gray soft material None detectedsum/binder None detected Binder /filler Filler Binder 25 3 Cellulose Cellulose 13 Analyzed by: Amanda Opfer/Weilong Tai Report reviewed by:: Steve (Fanyao) Zhang, President • • Page 2 of 2 SEATTLE ASBESTOS TEST, LLC NVLAP Accredited - Bellevue:200876;Lynnwood:200768 Lynnwood Laboratory; 19711 Scriber Lake Rd, Suite d, Lynnwood, WA 98036; Tel: 425.673.9850, Fax:425.673.9810 Bellevue Laboratory 12727 Northup Way, Suite 24, Bellevue. WA 98005; Tel: 425.861.1111, Fax: 425.861.11 18 Websitc: http ://www.scattleasbestostestcam, E -mail: admin@semtleasbestostest.00m ANALYTICAL LABORATORY REPORT PLM by Method EPA/600/R- 93/116 Attn.: Mr. Harry Goren Client: PBS Engineering and Environmental Address:2517 Eastlake Ave. E., Suite 100 Seattle, WA 98102 Project Southcenter Golf Client Job #.40407.018 Laboratory Batch #:201069034 Date Received: 2/19/2010 Samples Received:17 Date Analyzed: 2/19/2010 Samples Analyzed:17 Lab ID Client Sample ID Layer Description o� r Asbestos Fibers Non - Flbrous Components ,o Non - asbestos _ Fibers 14 40407.018 -14 1 White mastic with paper None detected Mastidbinder, Filler 31 Cellulose 15 40407.018 -15 1 Yellow mastic NOne detected Mastidbinder, Filler 10 Cellulose 16 40407.018 -16 1 White powdery material None detected Binder /filler 4 Cellulose 2 White chalky material with paper None detected Binder /filler Gypsum /binder 22 Cellulose 17 40407.018 -17 1 White powdery material with paint None detected Binder /filler, Paint 5 Cellulose 2 White chalky material with paper None detected Binder /filler /bi Gypsumnder 24 Cellulose .f" Analyzed by: Amanda Opfer/Weilong Tai Report reviewed by: Steve (Fanyao) Zhang, President • NVL Laboratories_, inc. 4708 Aurora Ave N, Seattle, WA 98103 Tel: 206.547 0100 Emerg.Cell: 206.914.4646 Fax: 206.634.1936 1.888.NVLIABS (685.5227) Client Street Project Manager Project Location PBS Environmental (Seattle) 2517 Eastlake Ave E, Suite 100 Seattle, WA 98102 Mr. Harry Goren CHAIN of CUSTODY SAMPLE LOG NVL Batch Number Client Job Number Total Samples Turn Around Time • I 11-::71r21 BATCH ID 3002149.00 (:) 1-Hr D 8-Hrs LJ2Days 2-Hrs D 12-Hrs Li 3 Days 0 4-Hrs 24-Hrs 0 4 Days Please call far TAT less than 24 Hrs Email address hariNg.,PbSenv.COM Phone: (206) 233-9639 Fax: (206) 762-4780 Office: (800) 628-9639 (206) 2554667 Asbestos ( 7400) D TEM (N11DSH7402)._aTEM JAHERALI. TENIEPA Lpletlit LI Asbestos Bulkkil PLM (EPA/600/R-93/116) LJ PLM (EPA Point Count) PLM (EPA Gravimetrv) 0 TEM BULK tj Mold/Funqus IL Mold Air L. Mold Bulk I li Rotometer Calibration L 5 Days 6-10 Day METALS Det. Limit matrix Total Metals !1-71 FAA (ppm 0 Air Filter Li Soil TCLP 117.11cp (nnm) Drinking water e><_ Paint Chips in % Cr 6 DusUwipe (Area) LJ Paint Chips in cn GFAA (DPI — RCRA Metals El All 8 1 Other Metals --I 0 Arsenic (As) Chromium (Cr, Alt 3 ILJ Copper (Cu) El Barium (Ba) .Lead (Pb) Li Nickel (Ni) Cadmium (Cd) Li Mercury (Hg) 0 Zinc (Zn) jOther Typos 10 Fiberglass Silica LI Nuisance Dusl 0 Respirable Dust El Other (Specify) of Analysis I Condition of Package: 1_1 Good El Damaged (no spillage) 0 Severe damage (spillage) Client Sample Number Comments (e.g Sample are, Sample Volume, etc) ; Seq. tt 1 Lab ID 1 2 3 ; 4 5 L 6 7 8 9 10 11 12 13 14 15 .1041,07, lq c- LP- 1--t,tiCLIA/fGEW 5 L...0.ke- LP 3 - 5 L-4 ././11,-L-tr-KI, Lo -7 J9,12- 7-1,t,e.4-vp-v\-12toiepi Print Below Sign Below Company Sampled by 1.6/: crcriarv,--. (pr.,.,.......„,,,,,, Relinquished byi , 1 ______Received byainc, .:cc.A\I Analyzed by If i&LG.,,,-- 14? Results Calledbyl . __R,esults Faxed 12,y_i_ Date Time 19pc). e_L4D '40 Special Instructions: Unless requested in writing, all samples will be disposed of two (2) weeks after analysis. 0 AIHN 4o ACCREDITED ,LABORATORY ANA - IH >:131861 NVL LABORATORIES. INC 47J£1 AU1:0 FfA AV E N TEL 206.547.0100 FAX 201.).0 1933 February 19, 2010 Harry Goren PBS Environmental (Seattle) 2517 Eastlake Ave E, Suite 100 Seattle, WA 98102 RE: Metals Analysis; NVL Batch # 3002149.00 Dear Mr. Goren, AkIARDous Martal I.% .O.: • G.,. -74 L A B S /KV Liv N A 2 A R D O U S M A 1 i R I A L S S E R V 1 C E S Enclosed please find the test results for samples submitted to our laboratory for analysis. Examination of these samples was conducted using analytical instruments in accordance to U.S. EPA, NIOSH, OSHA and other ASTM methods. For matrix materials submitted as paint, dust wipe, soil or TCLP samples, analysis for the presence of total metals is conducted using published U.S. EPA Methods. Paint and soil results are usually expressed in mg /Kg which is equivalent to parts per million (ppm). Lead (Pb) in paint is usually expressed in mg /Kg (ppm) , Percent ( %) or mg/cm' by area. Dust wipe sample results are usually expressed in ug /wipe and ug /ft2. TCLP samples are reported in mg /L (ppm). For air filter samples, analyses are conducted using NIOSH and OSHA Methods. Results are expressed in ug /filter and ug /m3. Other matrix materials are analyzed accordingly using published methods or specified by client. The reported test resutts pertain only to items tested. Lead test results are not blank corrected. For recent regulation updates pertaining to current regulatory levels or permissible exposure levels, please call your local regulatory agencies for more details. This report is considered highly confidential and will not be released without your approval Samples are archived for two weeks following analysis. Samples that are not retrieved by the client are discarded after two weeks. Thank you for using our laboratory services. if you need further assistance please feel free to call us at 205- 547 -0100 or 1- 888 - NVLLABS. Sincerely, Nick Ly, Technical Director Enclosure: w w w. n v I I a b s. c o m 1.B88.NVL.LABS (1id5.5E271 NVL Laboratories, Inc. 4708 Aurora Ave. N., Seattle, WA 98103 Tel. 206.547.0100, Fax: 206.534.1936 www.nvIlabs.com Analysis Report Total Lead (Pb) Client: PBS Environmental (Seattle) Address: 2517 Eastlake Ave E, Suite 100 Seattle, WA 98102 Attention: Mr. Harry Goren Project Location: Southcenter Golf AIHA - 1 H # 1 0 1 8 6 1 WA - DOE # C1765 Ao AGORHOITED LABORATORY, Batch #: 3002149.00 Matrix: Paint Chips Method: EPA 7000E Client Project #: 40407.018 Date Received: 02/19/2010 Samples Received: 7 Samples Analyzed: 7 Sample RL in Results Results in Lab ID Client Sample # Weight mg/Kg in mg/Kg percent 30011070 40407.018 -LD -1 0.1981 46.0 < 46.0 < 0.0046 30011071 40407.018 -LD -2 0.2043 44.0 < 44.0 < 0.0044 30011072 40407.018 -LD -3 0.1822 50.0 < 50.0 < 0.0050 30011073 40407.018 -LD -4 0.1967 46.0 < 46.0 < 0.0046 30011074 40407.018 -LD -5 0:2069 44.0 < 44.0 < 0.0044 30011075 40407.018 -LD -6 0.1933 47.0 < 47.0 < 0.0047 30011076 40407.018 -LD -7 0.0225 200.0 25000.0 2.5000 Sampled by: Client Analyzed by: Alla Prysyazhnyuk Date Analyzed: 02/19/2010 DRAFT mg/ Kg = Milligrams per kilogram Percent = Milligrams per kilogram / 10000 Note : Method QC results are acceptable unless stated otherwise. Unless otherwise indicated, the condition of all samples was acceptable at time of receipt. Bench Run No: 30- 0219 -10 RL = Reporting Limit ' <' = Below the reporting Limit Page 1 of 1 -........;-,1--- • . %Pm, - • "'a..--',A,;,, 1 ...Ai ,-,,,,..s., ,., ,,..,,,,• fr., filM littit:-S-V5•::.,.;.,.... ,Ma.r".TP.4.2 . . '',e,..f., VAig...tta.' , V • • .4 *Z4t,__Igf Jr, attic te EbiS to certifp that arry Goren Ija 5ati5fEirtOriip completeb bout5 of refrezbet training a an Asbestos Building Inspector to romptp tuiti) tfie training requirtments' of Eitie 13 /40 eff.E. 763 mozika) Certificate NUMber: 10304001 Instructor EPA Provider Cert. N 108.5 or • AISEMESSEREM TRAINING ^CONSULTiNG Feb 18,2009 Datets) of Traini 11,9, Exam Score: NA Expiration Date: Feb 18,2010 Argus. 1 tie • ..1906w, Nickerson, Suitt:, 315 • 5 6 t;.1 Vios cm • 98119 -. (206) 2815 „33 73 • fax (2(16) 285 . 3q2 7 . , • , . . --‘,:-.Tratoweavar; • • Joanna Spencer - Fwd: RE: Re: Driving range Demo Permit fee D10 -220 From: Michael Mathia To: Joanna Spencer Date: 08/11/2010 2:19 PM Subject: Fwd: RE: Re: Driving range Demo Permit fee D10 -220 Page 1 of 2 Hi Joanna, This should answer the question fee question for the Demo Permit. Please let me know if you need anything else. Thanks, Mike »> Bradley Wheeler <BWheeler @kbacm.com> 08/11/2010 1:45 PM »> Mike: There will be no roadway restoration due to the driving range building demolition. The erosion control is already in place or in progress due to the clearing a grubbing for the new roadway. An estimate of the erosion control installed in the vicinity of the driving range building is as follows: Silt fence: 400 If @ $3.54/If = $1,416 Stabilized construction entrance: 80sy @ $11.87/sy = $950 Interceptor Swale: 400 If @ $1.00 /If= $400 Prices are hased on WSDOT unit price report — Northwest region average low bid. Brad Wheeler KBA, Inc. 1425) 455 -97:'0 mailto:bwheelert 5kbacm.com www.kbacm.com Construction Management Specialists From: Michael Mathia [mailto:mmathia @ci.tukwila.wa.us] Sent: Wednesday, August 11, 2010 1:10 PM To: Bradley Wheeler f le: / /C:\Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4C... 08/11/2010 .� ;. • • Page2of2 Subject: Fwd: Re: Driving range Demo Permit fee D10 -220 Brad, Could you come up with a real quick estimate of these items. I'm not sure if we have any road restoration. We might for capping the existing sewer lateral though. Thanks, Mike »> Joanna Spencer 08/11/2010 12:11 PM »> Mike, In order to input PW fees I need a rough estimate for erosion control and roadway restoration. Would you please email me the $ amount. Thanks, Joanna »> Michael Mathia 08/11/2010 10:08 AM »> I reviewed the Specs and found reference to permit fee payment on page SP -29 stating these are to be secured and paid for by the Contractor. Let me know if you have any questions. Thanks, Mike file: / /C:\Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4C... 08/11/2010 Peit to' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -200 DATE: 08 -03 -10 PROJECT NAME: SOUTHCENTER GOLF DEMOLITION SITE ADDRESS: 18791 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: uiId 'vision Pub lc W s L] AVA MAX Pr'( ti Fire Prevention NJ Structural /11/4 PI nning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete f5( Incomplete DUE DATE: 08-05-10 Not Applicable 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 IN Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ti6 Notation: REVIEWER'S INITIALS: DUE DATE: 09-02 -10 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &1 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SCARSELLA BROS INC UBI No. 578035242 Phone 2538727173 Status Active Address P 0 Box 68697 License No. SCARSBI183B8 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 1/28/1982 State WA Expiration Date 5/7/2011 Zip 981680697 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SBSTRSL947LW SB STRUCTURES LL LL C Construction Contractor General Unused 9/28/2006 9/28/2010 Active Business Owner Information Name Role Effective Date Expiration Date SCARSELLA, FRANK T President 01/28/2002 Bond Amount, SCARSELLA, ANTHONY Secretary 01/28/1982 6315018 SCARSELLA, DONALD A Secretary 01/28/2002 SCARSELLA, ROBERT P Vice President 01/28/2002 TRAVELERS CAS Et SURETY CO Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount, Received Date 3 INS CO OF AMERICA 6315018 01/01/2005 Until Cancelled $12,000.0001 /04 /2005 2 TRAVELERS CAS Et SURETY CO 081S013520342BCN 10/04/2001 Until Cancelled 01/01/2005 $12,000.0005/07 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy NumberlEffective Date Expiration Date Cancel Date Impaired Date Amount Received Date 25 National Fire Ins Co of Hartfo 2083280154 05/01/2010 Until Cancelled $1,000,000.0004 /29/2010 24 NATIONAL FIRE INS CO 2083280154 05/01/2006 Until Cancelled $1,000,000.00 05/04/2009 23 NATIONAL FIRE INSURANCE COMPAN GL2083280154 05/01/2005 05/01/2006 $1,000,000.0004 /29/2005 22 NATIONAL FIRE INS CO OF HARTF GL2083280154 05/01/2005 05/01/2006 $1,000,000.00 04/27/2005 21 VALLEY FORGE INS CO C2069019635 05/01/2004 05/01/2005 $1,000,000.0004 /26/2004 Summons /Complaint Information Cause County 1 Complaint Judgment I Status 1 Payment I Paid By https://fortress.wa.gov/lniibbip/Print.aspx 08/16/2010 HtV I No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal Iand may include additional plan review fees. t C !MC 1 r L D D L/ V _ L , 4)r WASH 7r COY 1 rov �� u the viola + . . any ado O. , = of approved Field By Date,/ P) t--d - / 0 161,((1 E 011 DC K and omissions, does not authorize or ordinance. Receipt conditions is acknowledged: City Of Tukwila BUILDING DIVISION A -) COVER SHEET c -1 DRAINAGE NAN C -2 GRADING AND MSc PLAN 5 -3 SECTIONS AND DETAILS 1.-4 LANDSCAPE PLAN OVERALL L -I PARTIAL 170.406607E RAN A -2 030090, SITE PLAN A -3 PARTIAL SRE A4 SITE 01 2005 A -5 PARTIAL FIRST FLOOR PLAN 4-6 PARIAL FIRST FLOOR PLAN (PISTE A -7 PpARNL SECOND FI. pLM� MA-0 A -6 104114, sECaN FLOOR PIAN (EIS -n A -9 DTERIOR nEvANCN5 A -TO 1YAIL 5EC110545 A -11 WALL SECT Nis Ws° SCHEDULES ELEVATIONS REFLECTIVE A -16 BATHR0016 ELEVA10NS 5 -1 5 -2 • 5 -3 S -4 5 -5 S -8 5 -7 5 -8 5 -9 FOUNOAT1ON SECTIONS AND GENERAL NOTES PARAAL FOUNDATION PLAN EAST PAR= PARTIAL FLOOR FRAMM PUN FAST PORTION PARTIAL FOUNDATION AND ROOF FRAION1 PUNS ROOF FRANK PLAN FLOOR FRAMNG SEC110N5 000E ARO F1.0011 4001040 530010105 REVIEWED FOR COMPLIANCE APPROVED AUG 13 2010 AT- City of II la BUILDING DIVISION Tw: 9.,-,t itect ., nnar4lw 4>lealpn group •: �4;Snti� a 1310 dexter ave.,r1'ouHe�Y;•26 LleattN0. WA. MOO (206)283=4iVIS 1/m w•sfiA w. moos �.1K A1NoN aW4ssrNEADI Arm ma Maud u. N . N.muNmmP,, DEss rr N4ETD4r'... ME ma DUN+ AovN Ala ∎mr tt- T4• .IE1114T80. Or 4 os 0 Oft 4wu. K • A.RaNATE 1NIto1 Loom or Rio A CONP04 0100 pp 116. AAPFI CL 1W W m17.1 m1, THe .sort w1 4aS pp_ 11C. Mew! GI or oar A151+a04e • ;.s "A`1ECT 4.R.1010 TATS OR WAS•AION _ ^T IIOOJC©W DA-WA SYHIE301.0 THAT 100I011 OF COYEIO045oo LOT 6 114 GECT103, ]5, TORNSIt1Y 13 1004TH, RANGE 1 EAST H.H., CYSTIC NESTERLY OF COUIITY 0000 110. 510 (500'ZIICGREFt PARKWAY); TOGE'IY ER NIT11 T110T LLOR5, PORT101! OF GOVERIOIGUT TAT 7 111 SATs SECTION 35, DESCRIBED AS FO SEG/105)115 AT All IRON PIPE GET AT VIE LINE IliTER51ST1011 or TIIE 004TH 1.111E of rumor HEST MAID SAID 11011111 LINE LINE 210 FEET, 9014 OR LESS,IOTOTIN IRON PIPE. AT 190 FOOT OF TIIE HILL; 13151100 SOUTHERLY ALONG 7110 FOOT OF THE HILL 259 FELT, MORE OR LESS, TO ' 111E 1105„ NORTIIFASTERLYHALONGSA101lWESTERLY 1131514 ROAD NO. MORE OR LESS, TO THE POINT OF DEGIIHIII:5• AMo TOGETHER WITH1 THAT PORTION OP THE IIORTHNEST 1/4 Or 'THE 50001510S1 1/4 OF .1010 SECTI011 35, 15111* EASTERLY OF THE 011ZLL7A MOAN EITQ13101), AS ESTA5LI51100 IN VOLUME 32 OF C01O11S51ON£RS RECORDS, PAGE 564, DESCRIBE° AS FOLLOWS: DEG/1111111G AT 1110 HEST 1/4 051.1150 OF SAID SECTION 35; THENCE SOUTH 07 DEGREES 50 0007155 00 5ECOH05 FA61' AL0116 THE EAST -NEST CENITERLIIIG 800 PELT; THENCE SOUTH 53 LIEDREES T11Et1CS 1071'11 65 DEGREES 5 T SAID 6 MINUTES 00 SECONDS EAST TO THE EAST LIME OF O THENCE NORTI 0110EGREES 5112 00/ SECON05 EAST 010010 SAID FAST LINE TO THE NNOR31) 1.100 OF SAID S0007YISION; THENCE NORTH 87 DEGREES 56 MINUTES 00 SECONDS HEST ALONG SAID NIORT7) LINE TO TILE TRUE POUR OF BEGINNING; EXCEPT TEAT MRTroll SPERCOP DESCRIBED As FOLLOWS: 500201IIII0 AT A POINT 4111011 10 114 FEET SOUTH AND 571.5 FEET EAST OF VIE WEST 1/4 CORNER OF GAIN SECTION 15; THENCE 11011711 85 FEET; THENCE EAST 421 FEET; 51161100 SOUSE 246 FEET; THENCE NEST 421 FELT ;4 THENCE 1100TI1 161 FEET 10 TIIE P01115 OF UO11E11NG1 AND EKCETI THAT PORTION CONDU53FD In 12110 COUNTY 5UP01I00 COURT CAUSE N0. 510470 FOR PRIMARY STATE IIIGIISAY NO. 1; SITUATE IN :TIE CITY Or T517121,0, COUNTY OF XIIIG, STATE OF HASH IIIGTOW. ©©_ n r u LJ D ARCHITECT STRUCTURAL ENGINEER CALL ENGINEER LN4ROIC DESIGN GROUP 5NuR}7N CONSULTING ENGINEERS 511E DEVEL024ENT SERVICES 1319 DOTTER AVE N. SUNS 260 1300 114 AVE SE 0250 310 208TH ST SE SEATTLE. WA 08100 MIME. WA 98004 BOTHELL. WA 98012 FAX6(2008)2 1293 (206) 450-4075 (206) 481 -0687 LANDSCAPE ARCHITECT KW LONEY 6869 WCODLAWN AVE. NE 0208 MAME, WA. 98115 (206) 528 -1426 SOILS ENGINEER ENVIROMENTAL PLANNING DOOLITTLE �C>RVM CONSULTANTS MC PA. 800 276 ISSLGUN4• WA 98027 (206) 391 -4228 TA(AS2EA CONSULTANTS BILL 5FIE1.D5 118 -162ND AVE SE WA 8008 ?Anil 4710 A 0 FTIOHS -- SECTION IDENTIFICATION LOCATFA ON SHEET i A - DETAIL IDENTSICATION LOCATED ON SHEET 1004- OFFICE o-= ELEVATION IDENTIFICATION LOCATED ON SHEET - ROOM 1311AO7ER 0OOM NAME � O -DOOR NUMBER t A F - -GRID IDENTIFICATION CENTER LINE PROPERTY LINE REVISION 51.038 OEHTFlCA700 NUMBER EPARATE PERMIT REQUIRED FOR: Mechanical Electrical umbing Gas Piping City of Tukwila UILDING DIVISION ANGLE AT CENTERLINE 01 /METER OR noun PERPENDICULAR POUND' OR WHBER 5.0. ANCHOR COL 06001 AC0U5T IC AL ..'.F. 000•E FFNISH F O00 0064. AGGREGATE ALUM. 0'33010551 A 100. 0 O0I ZED . 000002 02290010A r0 ARCH. ARCHITECTURAL A6P11. ASPHALT Donna 0100 . 01056 146 0:,7. 01000 01x'0. 0500' NG 8.4. DEAN' 00r. BOTTOM 0 .D. Du1LI' UP ABIDE 40. '00010ET 0. CATCH 605 IN 'M. CEMENT CHANNEL J. CONTROL 40INNT I.G. CE IL1NG 10. CLEAR r, 10500 0. CLEAN OUT 1,0, MP 00 Curl) 'O4). co1.we, 000. L°NC°E IC 1EL ERMINE N OIINEC !ION 1, 1 0341,E AND Go 911/ , 005 MK 110014 T.O.P. IUP 00 010130 N 00 1174/065 wP OF rA /EMI 1 N 5)3070,0 115 T N 105. OF 14 •li 7'R IYnl CAS, AL. These plans. "1iaue been Y vi >Nby theE.fG P5�tt OF:PnlINEON Mil D c h ance tri'th 33 merit F0. EQUAL 0.L. DM CE07 En EDU1P. E0 17,460T 0/ OYER EX I5 T. En 1ST IHG app. OPPOSt YE EAP0. EAPOSEO P.I.V. POST INDICT EXT. EXT00)10' 21. 11•1E PLYND, 1170000 F.O. F1000 DRAM.. P.P POWER POLE F E. FIRE Q ; I3G- UISvlil• 0. I15OIU5 OH1 I- F.H. FIRE Hypo/44 R,U, I100F ONA10 FIN, FINISH REC. r:ECONHEN0E0 .FLASH. F1499I03 REF. PEFERENCE PLR. "557 REIN; 'METHF00050 ;LUOR.,,LU0nE5CEH I • REO'0. 06001550 F0305. F.IU110A110„ 00. ' 0000 FRM• 1 . 30.100100 FT. 1001 Olt F051 5. 503110 FIG. FOi1' /NO S.C. OLIO CORE FURII. FUN111•6 5CNE0. 30110031E SHE07 5HEA THING SIMILAR 500E101507;; SOUARE .. 554140000 51061 5T0R5GE • 5100050RAL 50SPEN0E0 S r IN AND V.. 5700115 5014H57RIC01 51060510 GA. 40340E SHT'0 GALV, GALVANIZED SIN. G.C. GENERAL CON in AC ICA SPEC. 01. GLASS S0. 6110. GROUND 5T0. GP. GRADE 171. GP. GROL•.0 ST00. G.N.B. 031500 N•L, 5TRUC 01207 005PV GYP. 5.0 SVC. 110NR. 11AMN+PE 51W. HOOP. HANOIiAP ./- 5/H HO00 . HARDWOOD H 0. HOSE Oleo H.C. NOL10■4 COME H.N. 110LLON .4E7AI. 1101112. 1170: EON, AL T. CS. Hn. NOVI TI0, IQ :I' 10-• • 0.0 NSA. • '..•7,NN rYP, Warns Depart „for City standard s ° tany . EaFRIOL bje ct tia A. a t H or s and d omissions whiciin o 110t sMfth W . ��ola s N adopted stn4r aL6fdinne The re Otai ; for the adeq c k Y L 64M-totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval :_ :- , Fin31 acceptance is subject to field inspection by the Public Works utilities inspector. Date: By gli!I ?.D to JJs PROJECT ADDRESS: 5530 AREA IMPER110US 00016 PERV8N15 AREA: 206E7 OCCUP,WLY: RETAIL CONSTRUCTION TYPE BUILDNO AREA FIRST FLOOR SECOND F1.0011 TOTAL BUILDING AREA OUEDNG HEIGHT PARKING PROVIDED 181ST ST. AND 57 ATE SD- 11.40W4A 22.62 ACRES 985,327 50. FT. APPROK 610•0 A1. FT. 22.62 ACRES R -A B -2 V-1/ 5PR900DiE0 12,830 S3. FT. 6,200 54. 0)1 19,030 50. FT. 30-0 MAX 48 STALLS consultants rb..w LA- y RECEIVED AUG 0 5 YUIU TUKWILA PUBLIC WORKS (130 VISA' IA�L U VD IED GENERAL RATES: 1. 20530E 004066 TFC5 1104010 R EACH DOT CORRIDOR AND FIRE 02,4044 SYSTEN5 AS REVIEWED 20 LOCAL BUDDING OFFICL 45 AND FIRE MUSH LL 2. RR0ITDE A /1014101 FIRE 01.4014 MOUNIFD AT 37 ABOVE FINISHED FLOOR PER OB6 3106(0)3 or UBC 3. HOT 7040 COLD WATER PIPING STOLL BE NSIAATEO MATH R -3 NSUU71N(FLAMESPRFM 25 OR LESS 4. CoNIWLT00 TO MAT ALL DEIIN42 STE CONDIDON5 5. CO8RACTOR 10 NOD( AR041555 IIIMEDLtt1ELT OF ANY OLStREPMFpE5 N THE CONTRACT =mart 6. SUBCON10ACTOR 6 RE5POosietE 1416 0IITN40 AND 1016084 N TIED AREA 7, 0025050? FEATURE MAY BE L9TAM1 0400 ONCE , BUT STMT. BE pRONDED A5 W Gomm N FULL 0. TIGHIUNE 900145P171/T 111691 AAD 149007E AT PEHH8A184 OF OUIDOE =W015 ENVELOPE 9. 0r1ERI5R JOINTS AROUND WINDOWS AN1 DOOR FRAMES, 0)079105 BETWEEN WALLS AND FOLA.MANON5, BETWEEN WALL5 AND Roof MID BETWEEN ITAu. PANELS: opENNG5 AT NATIONS OF &rally SERvICE5 T1RDUGH WALLS. 304)0606. A ROOF: AND L OTHER 0 4 oPENIN65 IN TT ID M HE BUODNG EM'ELOPE ANAL BE SEALED, CAULIE3 DR WEATHERSTREPPED PER SECTION 502.4.1 10. ALL 000T PENETRAIANS AT 0160 441018 RATED SHAM RE018RE HRE DAMPER PER 5E50108 4306(3). 11 All WOOD N CONTACT WITH CONCRETE OR MASONRY SHALL BE PREP TREATED OR MARKED BY AN APPROVED MERCY 12. ELECTRICAL. MECHAMC . AND 0P0BBOER STSIEM ARE BIDDER DESIGN 13 OOt0RE1E WALK TO BE EXPOSED AGGREGATE FINIAL SLOPE TO DRAIN. EA' JOINT 0 20d O.0. TJ o 3'-0' 0.C. 00 200 011' SPECS 14 ALL MATERIALS 745TALIED N STARWAYS TO BE Fl o6 SPREAD 1 ALL 4AIERIAL4 N CORRIDORS 10 BE FUYESARFAD B ALL MATERIALS EISFARE ARE 10 BE FuLATESPREAD B 15. ALL R00F MOUNTED EOURME11 LOST BE APPROVED BY 5111UCTURAL ENGINEER WRN WINNINGS SNOWING =NINA AND TEDOWNS PRIOR 10 045IALLATON 18. DIE COMRACE6R 5 RESPOSNLE FOR APPLYING AND sauna ALL PERMB5 EXCEPT 111E BLNDIIG PERMIT 17 All 10MENSTON5 ARE TO FACE OF SAID WLES5 OTHERWISE NOTED 18 PROVIDE HORIZONTAL AND 500/0015 FIE BLA010FG N ALL FRAMED WALL o 10 INTERVALS PER IBC 2516 F(2)()1 19. ENCLOSED AMC SPM,LS WALL BE DIVIDED ALTO 440R¢OMOIL AREAS NOT EXCEEDING 9000 S0. FT: WITH NO 140RRANTAL DIMENSION EXCEEDING 100 (BELOW ROOF) 20 ENCLOSED FLOOR SPACES 8E110m. FLOOR AND CEDING SHALL DIVIDED INTO AREAS NO LARGER 114E74 300° 50. FT. 07TH NO HORIZONTAL DISTENSION BETA'EFN 550? =moo BO FEET ANN SHALL BE OryOED BY PAR1R700 CON510190 OF 2X MEMBER NTH 5/6 COB ON ONE 5■0E FOE TAPED 22. PROVIDE A FLOOR OR LAMM LOT GREATER Il4EN 1/2' BELOW 53EA0LD AT ALL DOORWAYS 23. PROVIDE AL J. =NAGE REQUIRED BY 600E INCLUDING A BINDING ON FACE OF 8060841, LETTERS TO BE A 17 41NNUM SYMBOLS OF HIGH 60151'Y STTAOEOAM M11 A 41ETALIC FACE 24. PROVIDE TYPE 2 -A 1080 FIRE E]NCIASERS PER CODE 3D5AL BUDDING OFFICIAL A140 BRE MARSHALL 25. NSTA1l DOT SIGNS AS REQUIRED BY CODE AND LOCAL OFFICIALS 26. INSTALL ALL BACLOIDW PIEVEi41054 WOWS AS RED. 8Y CODE ARD LOCAL BUILDING OFFICIALS 27. ALL CONSTRUCTION SHALL CONFORM 10 114E 1491 EDITION OF THE 41Bc 28. SPECIAL INSPECTIONS SHALL 8E APPROVED BY 130E 6603014 OFFICIALS PRIOR 10 001410ACEON 29. AT BuILL 146 E/NELOPE WHERE INSULATOR IS 680081 D ON PLUS PROVOS A FIRE RESISTIVE FOE FACE NS1U1I211 OR 30. PROVIDE 41LMNAIPD DOT FACE CANS A5 NdCATED ON ORAWNCS AND AS REWANED BY CODE AND LOCAL 84)00NG OFFICIALS 31. TORET R0041 TO NAIVE S6PERATE -AND INDIVIDUAL DOWIST 55510)45 N A SDERAIE SHAFT SEE SEC 1102.1 MC 32. SUSPENDED CEILINGS TO BE DESIGNED FOR EARRHOW00= ZONE 3 33. INSPECTIONS SHALL BE PREFORMED PER UM 30 C) 34. MMAIWICAL AND OECLRICAI SYSTEM PER WAS4ROTON STATE ENERGY CODE, UNDER SFPOIATE PERMITS CODE tot zoo RECEIVED AUG 03 2010 "IERMT CENTER project title PROPOSED GOLF�T }�RANNGE FOR: SOUTH CENTER GOLF ON C. TUKWlLA sheet title: COVER SHEET fla revisions dates Job no draw Al • 04' 29' 26 R e 497.50 1. 38. 84.26 02' 27' W 2P 00' 55" L 93.10 DRAINAGE SWALE SEE CIVIL DWGS 0: 1 .IIIIII10 IIIIIII1} PARKING AREA ASSEE ENLARGED PLAN Rfd U I f f I (� CENTERLINE OF CREEK SDTE PLAN 4c U 1" - 60' -0" III( 457' -0" I r } I I NEW DRIVE PER CRY SIDS H`r7 02 14 099 11p.30 0 .J NN \� 4s • 3�e 1" v, � V7 UNDISTURBED VEGRATION 385' -0" (REVIEWED E COMPLIANCE FOR OMPLIANCE APPROVED AUG 13 2010 City of Tukwila BUILDING DIVISION oI BUILDING UNDER THIS PERMIT GRASS TEE AREA GOLF BALL SCREENING MATERIAL NIC SEE SHEET A- H4 FOR ELEVATIONS .r DRIVING RANGE AREA / GOLF BALL SCREENING MATERIAL NIC 0 32' -0 \ $ 25 01' 32' W 1578.10 876' -0" SOUTHCENTER PARKWAY RECEIVED SEP 1 9 1995 purr& worms DIarchitects Imardic demon Croup . architects. 1319 dexter cave. n suite 200 aeattle, WA. 98109 (200)283 -4764 NOT fUONSETS M1 maws ROOM/ M MOT MOM. ANO RIMS AND MW MOONS AID AMVCpaNR FLOOR 1AOEYI AAE MO MALL APOSN MA]AEAN R ME O. MOM" NO FAO DEMO, GIWL YE APNttkm. OOAE g M O. AOONED. DEnOPD 06SAWD4D TO OAOAi LAD. YIiU9AD. OA OD OWASL VgD VENOM PrO O M.O. .0 OPPNONNET AFEALIELT. YIDAL OCEPCI W pq t; pA .O 6 TN= AIAMCIp6 w'N E ' Of 4{20 71. ATE OP MAa WTON consultants RECEIVED AUG 03 2010 PERMIT CENTER project title: WW2 : SOUTHCENTEE GOLF NC. TUKWILA sheet title: SUE PURI nor revisions nOE dater, � OF T Bran SEP 1 9 1995 checked MOM CENTER dates 6 -18-94 sheet not '7'77 7: ; "-' 04 29* 28. R = 497.50 L = 38.85 7 7 UNDISTURBED VEGITAT10N 04' tO6 • REVIEWED FOR CODE COMPLIANCE APPROVED AUb 1 3 2 City otrukwitt -BUILDING DIVISION BUILDING NOTE FOR SITE DETAILS S� SHEET A-4 RNNACE SYSTEM ..>‘" 4/ 44'7 ,e'sv 30927' 9• RANGE AREA IANDSCAPE NIC \Ns:, fc4. r. al 34 pra- c.,-4,6r re 6‘. ei- ( aff4,00e. be LA' <. S 45• 02' 27 W 84.26 GRID UNE GRASS GOLF TEES HstHe4GW2OIE FENCE RANGE SCREENING BY OTHERS RIC SEE ELEVATIONS. SHEET A-4- 20' 00' 55 R = 266.50 = 93.10 La..= ittz. 4"3-7-11. ,ifon7C-177114, PAR71JAL WYE PLAN SOMOENTEN AMWAY IMMENEMIERRITN.• NEW CURB CUT PER crr OF TUXWRA REQ. OF PAVING .0.0,010FS,01 d I ty *4..4 Eck,. • . -.4 4 Per„.....- °I DGarchitects [herdic design. group . architects 1319 dexter ave. n eutte 200 aeattle. WA. 99109 (200)283-470.4 ROT 1.1120... 10.. RESERVED. THE ORM.. • OVEHOO.01 A. OE. 000.3 .0 0047.040.1 REPOSE. MEREST A. A. 51.1. P.a. 14.PORTE OE AROMA, . Imarx vms. 1000.00.0. 001.0. OM.= OR OtOTHOUTED TO. 0.ERO. • .04.40. OR OTHOORSE USD ...low THETPRIOR RM. 006004T OF MO APPROORWE 0040.5.001 THE MORTEGT. CO.. WM THE AZXIVE OM.= OR SPEOTIC.O. 04ML COMSER. COHOOSTVE LtC1 ALCOR* OF MOE .000.6 consultants RECEIVED AUG 03 20)0 PERMIT CENTER project title: PROPOSED GOLF RANGE FOR: SOUTHOENTER GOLF NC. iNGOILAI sheet title: PARTIAL SITE PLAN Free, P .(t/e" no revisions dew job no draw, checked date' tit-18-94 1 "4" 1' PLANTING BED TYP 1" RADIUS TYP EXTRUDED CONC CURB 2' AC PAVING SUB BASE PER SOILS REO'MENTS 1. DIA WEEP HOLES AT 10' O.C. AND BACK HOLE WITH FILTER FABRIC CLOTH 2, CUT CONTROL JOINTS AT ALL CURVE RETURN PIONTS AT INTERVALS NOT TO EXCEED 15' IN LENGTH 3. AT 0 PRO14DE REINFORCED CORNERS WITH CONCRETE REINF W/�4D 4 RESPECI1V EAY 5ROM 5DOEF CURB FFFINISH WITH TOOLED EDGES 0 EXTRUDED CONC CURB PLMJIING BED PM 1" RADIUS TYP EXTRUDED CONC CURB W/2 /4 BARS CANT. 2' AC PAVING 1.000W METAL HALIDE UGTH FIXTURE 4' SO STEEL POLE HANDH015 COVER BASE PLATES METAL BASE PLATE 38' ANCHOR BOLT5 GRADE RUNE ROO 4 VFRT 2 HOW IN RINGS 0 12" DC CONDUIT 24' DIA CONC BASE OLIGHT STANDARD BASE 2' AC PAVING OVER 4' CHUSHED ROCK CONC CURB AND SIDEWALK(EXPOSED W / #4 BAR COW CONC CURB 12' -6 SUB BASE PER SOILS REPORT 2X8 WOOD CAP SIDING OVER 5/8 T&C P1280 OVER C. 204 0 16' O. PROVIDE 2 /4 BARS INTO WHEELSTOP TO SECURE TO PAVED SURFACE EMBED MIN 1' -6" PROVIDE WHEEL STOP AT SIDEWALK EDGE SLOPE PARKING STALL TO SIDE WALK MAX SLOPE NOT TO EXCEED 1:20 SIDE SLOPES NOT TO EXCEED 1:50 2' CHAMFER bI ( 1 1WHEEL STOP /4848 0 HANDICAP PARKING ENTRANCE 15' X 2.5 BINGE(2 PER DR) TX3'X3/18 5T FRAME W /1/6 X1' WNT F.B. WELDED TO 5T 0 T &B IX4 CEDAR (STAN TO MATCH BLDG) MOOTN P YWO 4' CON SLAB ON GRADE W/ WIRE MESH 2 /4 CAM PLAN SECTION ELEVATION DUMPSTER ENCLOSURE 875' 4 CA4E BOLT ONE PER GATE 3/16' GALV ROD & TURN BUCKLE ONE PER GATE • 103 TRW 6 LAPP SIDING ELEVATION LAPPED SCREEN WALL 3 ® 40' -0" = 120' 0 16 0 39' -8" = 635' ® 40' -0" = 120' -10" 0 '0 7 O jO N1 04 O r EAST ELEVATION 18 0 48' -7" ='875' 0 40 40 0 0) WEST ELEVATION WALE 7 0 50' -0" = 350' -0" NORTH ELEVATION 1540 O BALL SCREEN FENCING was N AT (FAST ONE INCH L4.4Iu 'RESERVED PARKING" SIGN MARKED 81111811508050844.45011801 OF AOESS AT LEAST 2 1/2" X 2 I/O" IRIDFR SYMBOL' STATE Orr1BlE PARKING, PERMIT REQUIRED' 2" DIA SIFEI. PIPE UMW SIGN POST N 8' DP CONC. FOOTING. HOLD N 2'-6' FR014 FACE OF CURB CERIUM N PARKING SPAS: PANT 2 COATS TRAFFIC YELLOW NIERNATIDN L SYMBOL OF ACCESS PER ANSI A117.1 -1980 5E5 4.302 MITERED N PARKING SPICE O HANDICAP SIGN REVIEWED FOR CODE COMPLIANCE APPROVED AUG 13 2010 City of Tukwila BUILDING DIVISION • at'Chit6otsl. itnardlo denten era/Fops; sS 1310 dexter sve... -jt .eidts,�.2Tlo .attle. *A. Banos/ /20f3) 4lre.4 .; • nMbfm n .... w ' ▪ aman°iilo^ •r ... non AnAr¢n: ▪ r�snmuerfool Oiarop°�°w'y f., . :OM" nvUarn. OR MOO= PxD 1.100, pt.AOlpO , - ONNN AC1i[C MULL "YO MN V. MO. oMM00 tIDID M • mamma *Kau GO RC M419Mi COlI.OI , ^.f: , cT O O� INCO OOS consultants RECEIVED AUG 03 2010 PERMIT CENTER Project title' PROPOSED GOLF RANGE FOR: SOUT CENTC R GOLF IINC. TUKWILA sheet title: SITE DETAILS 176`4 hey (13::5• redskins Lob no' draw data` S" 12-'"944 .. dates 7' 0'S `,- �'- i•��'.xz',a- `aim, +R,.'i?'�1tY.i�.Y: i. - _.. ]'�., r _ .- .- � w• Iii. iv" G!??e"�Yw%"A'�- Yf!�T�"f'5'•f' -, .; l��i•�:iFi :4 I in NORTH ELEVATION 1540 O BALL SCREEN FENCING was N AT (FAST ONE INCH L4.4Iu 'RESERVED PARKING" SIGN MARKED 81111811508050844.45011801 OF AOESS AT LEAST 2 1/2" X 2 I/O" IRIDFR SYMBOL' STATE Orr1BlE PARKING, PERMIT REQUIRED' 2" DIA SIFEI. PIPE UMW SIGN POST N 8' DP CONC. FOOTING. HOLD N 2'-6' FR014 FACE OF CURB CERIUM N PARKING SPAS: PANT 2 COATS TRAFFIC YELLOW NIERNATIDN L SYMBOL OF ACCESS PER ANSI A117.1 -1980 5E5 4.302 MITERED N PARKING SPICE O HANDICAP SIGN REVIEWED FOR CODE COMPLIANCE APPROVED AUG 13 2010 City of Tukwila BUILDING DIVISION • at'Chit6otsl. itnardlo denten era/Fops; sS 1310 dexter sve... -jt .eidts,�.2Tlo .attle. *A. Banos/ /20f3) 4lre.4 .; • nMbfm n .... w ' ▪ aman°iilo^ •r ... non AnAr¢n: ▪ r�snmuerfool Oiarop°�°w'y f., . :OM" nvUarn. OR MOO= PxD 1.100, pt.AOlpO , - ONNN AC1i[C MULL "YO MN V. MO. oMM00 tIDID M • mamma *Kau GO RC M419Mi COlI.OI , ^.f: , cT O O� INCO OOS consultants RECEIVED AUG 03 2010 PERMIT CENTER Project title' PROPOSED GOLF RANGE FOR: SOUT CENTC R GOLF IINC. TUKWILA sheet title: SITE DETAILS 176`4 hey (13::5• redskins Lob no' draw data` S" 12-'"944 .. dates 7' 0'S `,- �'- i•��'.xz',a- `aim, +R,.'i?'�1tY.i�.Y: i. - _.. ]'�., r _ .- .- � w• Iii. iv" G!??e"�Yw%"A'�- Yf!�T�"f'5'•f' -, .; l��i•�:iFi :4 `10 0 306' -0" 18' -0" 9' -0" 18' -0" 9' -0" 9' -0" 444 0 0 0 00000 9' -0" 18' -0" 9' -0" 18' -0" 9' -0" 9' -0" 18' -0" 1 9' -0" 18•-0" 9' -0" 9' -0" 18' -0" 9' -0" 9' -0" 18' -0" 9' -0" 9' -0" 78' -0" 9' -0" 9' -0" 18' -0" 9' -0" REVIEWED FOR APPROVED ROV D AUG 1 3 2010 City of Tukwila BUILDING DIVISION ?i a 10 h R9' =9" VIDEO TRAM! ROOM 19 z 3 II I� • ,� e- 1101'-, ?ARM, GORST F =00h PLQH MAST) 1/8 " =11 -0" 1J r 12' -0" 12' -0" 126' -3" fi i. 0 -/••/-- )ur,G.? J6t+ftLdi4o1. -! F+'��oG�'i P 1- ?"1 ack cn aa. a t''.' DGarahitects Inerdlc design croup . erch teete 1319 dexter eve. n eaitte '260 aee.ttie. -WA. 98109 (200)283 -4764 uron .{ltID.. All OM= ammo. M Mod 011NAKi 6041WCwt Y!D CfA COE.Or I1ID INI41dGIDRO . 716 PEOPOTIN• 10.1000" ITERCEY ARE WM INE .NO M., PE . OMEO. .001703. INSOLOACP Oft 000:01.110 011013. *sm. 00.60.t Of NO ME 03617064K111 *WV= V10.1 001P0E 0E11= NACHL .• F moo 10210PO 14.13:010.7415 GONSTEVIT CONCLUSIVE EVE.= OF or 7 orieultallts RECEIVED AUG 0 3 2010 PERMIT CENTER project title PROPOSED t�'M. - : oU U"G'JC t i R ' OW DM. YONVRIA ft Sheet title PAL FURST FLOOR FLAN (lEAS`n nog revisions Id? tta dim checked date. 1-6-95 & dat 0 0 0 18' -0" 18. -0" 1a.-o" 18' -0" 9' -0" 18' -0" 18' --0" 0� f 9• -0' 9'- 4 11R06.75=6'2 131' -3" pQi r t FORST FLOOR PLC k1 Q IEST) 1/8" =1' -O" 0 N DE J&E4ED F�W APPROVED AU6 1 3 1010 City OfT •u:tC�i4�. fir:. rhy 41? oi.1„ 4 q 41/4 Akv 0F ^ ir,44 — �� D atrct�iteats Rnardlc design aro. -.rte ..rchttCt. 1319 c exteor e.ve- r. sputter ZOO eaattb. WA 98100 C23283 -4704 or. rat moors ormearo n.ocR Arco s rr"vw.:1x ..o •oIO roc n.oeun CfHOl0. �FD F.11gK,y, M ..FAN0S£ Y W • .T.sIID..¢eDaa O* m C QA6Tri. .es. / 114£' 1.1011 R.I. =ram or ore rrnotorro cearroow000re IP arc hoLor. moor= wog -.at Amore ORRIIMOS OR siva 1 'mar 169 :cra �.Jew O'er 1 IQATE o- wfMaa. 1-con'siltants — RECEIVED AUG 0 3 2010 PERMIT CENTER project title- MVO= GOLF MRS= SOVINCENTS4 OLIF owe street title: PARTIAL FO[Sd FLOM n revisions lob nog drew checked date date -.. z 2 00000000000 306' -0" 18' -0" 18' -o" 18' -0" 18' -o" 18' -0" 18' -0" 18' -0" 18' -0" 18' -0" 9' -0" 5 10' -6" '6 14' -0" 12' 12' 0" 6' -0" 12' 0" 6 6' -0" 12' 0" 11-41S 3'6 7' -0" 3'6 1' -9" 1 -9 "-f PAA" \I SECOND) F_.00i ((EEZW. 1 /8 " =l,_o" b REVIEWED FpR wuECONiPLIAN(tE APPROVED AUG 1 3 2010 City of Tukwila BUILDING DIVISION BUILDING DIVISION L DIo architects Hnardre assign croup ..rdtiteots 1319 ebxeer ave. n suite 260 esattis. WA. 66109 (209)283 -4704 Mm MOM.. M. RM. ROOM. IRE 1eo.E MOM. • 11.6CI.1Dr..10. MO w . POIROw VENO.17. or OR t .O�WYIIIl6 to MILD PUBLID0. OR OIMTW%6 Y6m ...IT N MI 8IE' SO M. OF D MPRO ROOT OOKMATION 1U ARO. . MAL OOM ROF W. TM M.% 1:41PW1.O6 MOLY= OF RIME RORRORM A+� • 1RECRIBTIERED i \\ ti UnAncso TB OPIM,,..CI o.. consultants RECEIVED AUG 03 2010 PERMIT CENTER project title FRO IUD GOLF NAME FON: SOMICENTED GOLF MC. �bQ N. eq90 sheet title: PARTIAL SECOND FLOOR KAN ( TUKWILA 43(0 GZa na revisions date. Ana draw, checked date. 2-8-95 . Meet no, 0 0 0 0 0 h„ 0 18'-O" 18.-0" 18.-0" 18' -0" 18' -0" 18.-0" 0 9'-o" 9.-0" I 9' -0" 9' -0" 9' -0" 1 r- 6' 12' 12 0" 0" 12' 0" 6' -0" /\ \,> 1,8 =1,-0" • SECO-AD _CDO 12'-0" _ I 6.-0" 12' 0" 6.-0" ▪ P_AH (MEV) 20 —0 REVIEWED Far CODE COMPLIANcE APPROVED AUG 1 3 2010 City of Tukwila BUILDING DIVISION DGarchitects tinanzac design Group . architect,' 1319 dexter awe, n meta 2450 mettle, WA. 98109 (208)263-4704 NoT ROOM.. NJ. MIRO RESIORCD. 1470 1E ORAVRMOG onto SIMMAOMMO MD OE. OIORACI APOVROOMOSI RONOOSIMIT rimy ME AND PR. aMaI T. PROPER'S' Of TM NIONTOST. PART INEREOF DOLL RE REPRCOUCED. COMA RON.TOD. ORROLOSED OR LOSTRESOPIED TO MORS. ROM niellSNIED. OR ITOORWISO MEP VATIMR THE. PR. vormrm comma or mo ORPRORRROX OCUPENSKOON Tp_DIE NOoNITECT. MR. COND. NON NC MOVE CRAWNOS oR IN‘COICATIONS IMAM corannvrt comcurver NOD= Oi ACCORNRC RESINcONO ATE Cr W.NSMACITCO4 consultants RECEIVED AUG 03 2010 PERMIT CENTER project title: PROPOSED OW RANGE PM SOUTHOENTEG3 GOLF TUDDEMAr:,g) sheet titte:\3' PARMA!. SECOND FLOOR PLAN WEST) t.siz A3.4., 4_44 91581810118 date, imb no: • draw, checked date' 2-8-95 sheet nc, 10 IS, 12 5.5) REVIEWED FOR CODE COMPLIANCE APPROVED AUb 13 2010 Cityofrukets BUILDING mow archte'ct`s tlnardIc de 5 gro p: :4 3s-it, 1319 "dexter*6ide: ci., i4 z enattb.'WA.r :aent D`(20e 6e{ / 5/V GWB M.R. PAINT R -36 BATT INSUL SET INSUL MIN r BELOW — 0 /B• 01113 TYPE .5 (PAINT) M51 ROOFING STANDING SFJJJ OVER FELT PLYWD ON WD JOISTS SEE 5TR DINGS 2312 RIPP TO SIZE 2X6 P.T. 5/6' OMB 631 5NIF PAINT COMP MET GUTTER PNNE VENT PER CODE BETWEEN EA TRUSS MET SCREEN PROVIDE CONE RIDGE YEW R -19 BATT INSUL 12 5.5 7/15x5 lP SIDING PREPNW AU. SITES 151 FELT OVER 1/7 CDX OVER 2 X 6 0 15 O.C. 12 5.5 PROPOSED GOLF RANGE FOR: SOU U H ENTER GOLF 9UN CC. 1X3 TRIM 1X2 TRIM 3/4' DN TRIM 1- CLEAR INSUL GLASS W VINYL WINDOW FRAME U..39 C CONC SLAB ON GRADE W/ WIRW MESH 1.5X24' RIGID INSUL FOR TYP NOTES 5EE SECTION A iFOR TYP NOTES SEE SECTION B 1 FOR 1YP NOTES SEE SECTION B TYPICAL F1G DRAIN TICTE JNE TO WATER RETENTION W/SEPERATE UNE A SECTION A -10 1/7 -1•-0" e SECTION (---c7 SECTION \ A -10) 1/2 -1•-4' SECTION A-IO 1/2.1' -O' date, 7rlrra �i 25 WD TRIM 152 WD 1RIM 24X8 O C 16 PWOC 5/' TCLYO WALL BEYOND DOOR BEYOND 0-19 BAT INSUL \\ W/ VAPOR BARRIER TYP 2512 TREAD NAIL & GLUE 3 2 X 12 51RINGER5 1 EA END, 1 MIDDLE 3/4' PLYWD RISE/1 2 LAYERS OF 5 /5' GWB WPC % CONC S1AB (SEE SIR DWG5) 1.5 X 24' RIGID INSUL rA SECTION METAL ROOF OVER PLYWD OVER FELT OVER PRINANUFACTURED TRUSSES 5/8" TYPE MB (PANT) DOOR BEYOND PER SCH rsa 5/8' GM OVER 2% 0 1(F O.C. 1.5' CONC TOPPING SLAB OVER 1/2- T9C PLYWD OVER 3X DECKING EL 12' -4' 1/9' T9G OVER 35 DECKING OVER 0(U-LAWS 1% WOOD CAP 5/8' GW8 OVER 2% 0 18' O.C. 2'-0' RETURN HANDRAIL TO 2090 16' 05 3/4' TAC MAD Au 2%12 TREAD NAIL & GLUE 3 2 K 12 GIRNCFRS 1 a. END, 1 WIODLE 3/4' PLYWO RISER 254 0 TREATED 5( PLATE SECTION A -11 1/r =1'-0' \ / LfiE =ED F �. CODE ;�1. �'l� �R AP�- )S CE Aut; 13 2010 U ��,J,p.at- c1111t�;cts. (tea + :c 4:001. :r�e+iteots;;, 13070 dexter aSe■ .;t+ Keu+te 1'2430, eesttle, WA. 96109 fgoei2e3 47434 • NOT IRROJOFD..0 wane Kamm. M NO/6 mamas &"M SO1 1 *n,R. a A ltkSkagit Dmw s . N4N. COMM AMMO. ∎M DISRIIIILIZO .10 ZO WM. cameo Of ANS MFlpPNWK 00pos.o MIDW¢. i1g11L T. NSW& 4OW= WRN PIC AMC MAIM d1 SPOMROAIRMO ACCOPHOE O MK 10,01•71010 MIIhDm'� I « consultants .. RECEIVED AUG 03 2018 PERMIT CENTER project title: PROPOSED GOLF RANGE FOR: SOUTHCE TER GOLF C. TUKWII A sheet title: SECTIONS (24-- P01L C1r.LU�.� i1�Y 1' 1101 Bats bb Tw. draw checked: 5.5 12 R -38 BAIT IISUL SET INSUL MIN 1' BELOW — 5/6' 589 TYPE 'X (PANT) MET ROOFING OVER FELT PLYWO ON WO JOISTS SEE 5TR DWG5 2X12 RIPP TO SUE . 2X6 P.T. VENT PER CODE BETWEEN EA TRUSS MET SCREEN PROVIDE CONT RIDGE VENT 5/r GWB EXT SIRG PANT CONT MET GUTTER PANT 152 1RIM 3/4 DIA TRIM 1X3 TRIM R 19 BATT INSUL 1X9 UPPED CEDAR SIDING 15/ FELT OVER t/2 COX OVER 2 X 6 O 16- O.C. 4 5090 SLAB ON GRADE W/ W1RW MESH I .5' X24" PoCID 1NSUL 2X2 0 C 00 ATTACH TO BEAM 2X4 W/ RADIUS EDGES CONT MVO ON WD DECK ON WD BEAMS SEE SIR OWES TYPICAL FTG DRAIN TIGMIINE TO WATER RETENTION W /SFPERATE UNE %- SECTION 1.5 CONC TOPPING ON W.P. MEMBRANE ON PLWD ON WD DECKING ,2 5.5 5°' re-'\ SECTION A -12 1/Y -1'-7 %c l SECTION SECTION A -12 I /Y -1'-O' REVIEWED FOR CODE COMPLIANCE APPROVED Auu 13 2111U City of Tukwila BUILDING DIVISION 12 5.5 FOR TIP NOTES SEE SECRON A —1 UPWARD ACTING SECTIONAL DR (7\ SECTION A-12 1 /2--1'-0' WD SCREEN BEYOND COL BEYOND SAFETY NET WC BEAM BEYOND CONT MET L SECTION A- a /Y -1•d Lp t:� JG a architects . Onardle dealpn group:. erdlltOCtV d 1319 eixteir ave... En eulte 260,`:, • eeattle. WA. 08109 (200)283 - 4704;: COI *10 OP naultants RECEIVED AUG 032010 PERMIT CENTER project title PROPOSED GOLF RANGE FOR: SOUTrhCE IMF TER GOLF O C. TUKWILA sheet title: SECTIONS we reviews lob no' draw• checked dale=. *E7¢c!!C£t,A �R3._..t :.tzt, tg,: ..?s jii;41:x- re,fc,'L' '.°c.• et ,a;!. FINISH SCHEDULE 40 nom 14.30 PLO• rue 311 PST I6T MIA 030 3/1 0010 PMro PO 17400 17.10 0070 03020402 PIPET 103 1TPE0001 lw CAM 300 MYST 17-0 PAPS FT •Oo rTI lt 73 CFROWC .307 OR (340 CVO On (143) (3410 f-0 0WT N FRP PIT Yd 103 0070 cmml (TOT) (340) 10-0 COMO to 11303 371 MOW w-0 iM POPS IvMI 112 Pro •3P AV 03110 0000 114 0340.10 C1107 MKS f4 MAT fd MT Yd 117 . 43 CPS 0.17 (RAMO ORA 1770 PAST 403011 Co. 307 PRP RV ATI fd 4.3 TILE OAS 11310 03.3 0030 0007 f-0 0101645 TOLE •34413 114 12000 100 rdffi 1.7 174 >" 1770 PMT) ORO 000) 0400 3 00) PRI POI 00O 030) 1.140 WIT.11 PEA CPC O]>Y 174 C. IRO P70) 0100 O'•T10 007 COPP a/1• PANG 0330 PO 1730 OW 170M OWED S.C. W S.V. 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W00. 0000 MlM TC A CRAMf% OO uwe emri a Or TAX 40300330 . cons*itant3 RECEIVED AUG 0 3 2010 PERMIT CENTER project title` PROPOSED GOLF ��RANGE FOR: SOUTH C EWE E GOLF INC. TUKWILA sheet title: SCHEDULES •s3j1. 403.341: /EKO ti -,c no. revisions lob 114 draw• checked date. date. T iLJ N T NORTH ELEV RM. 111 SCALE 3/16•= 1' -O' T CONTRACTOR TO PROVIDE TRACK OWNER WILL PROVIDE LIGHT FIXTURE EAST ELEV. RM 112 SCALE 3/16- = WOOD HANDRAIL TO MATCH STAIR. r SPINLDES o 8' O 1111111111 111111 1111111111111 WEST ELEV. RM 111 SCALE 3/16 = r -0" EXPOSED WOOD BEAMS CABLE HUNG TUBE LIGHTS 1/4' GLASS IN WD. FRAME P LAM COUNTER L u WEST ELEV RM 112 SCALE 3/I6- = r-0' 1 `� I SOUTH ELEV. RM. 111 SCALE 3/16- = 1' -T EXPOSED WOOD BEAMS WITH TRACK UGHi1NG MOUNTED BENEATH u T EAST ELEV. RM SCALE 3/16 = r-O' BEAMS TO MATCH Gill -LAMS VAULTED WOOD CEIUNG GWB WALLS (PAINT) 1/4 CLEAR GLASS IN WOOD FRAME (STAIN WOOD) 1/4 TEMPERED GLASS IN WOOD FRAME (STAIN WOOD) `-- 4 2PC W000 MOULDING 11 • 1/7 X3W /1/2 X1 QUARTER ROUND (STAN SOUTH ELEV. RM 112 SCALE 3/16- = 1' -1f 1X WD. CAP ABOVE 3' -6- ALL flPOSED WOOD BEAMS --n NORTH ELEV. RM 112 SCALE 3/16- = 1'-(f STAIRS BEYOND WALL P -LAM COUNTER REVIEWED FOR CODE COMPLIANCE APPROVED AUU 13 201U City of Tukwila BUILDING DIVISION WOOD RAIUNG 1 4 STAIN /VARNISH P -LAM ACCENT 11V/WOOD SPINDLE —� W APEENDAT STAIN/VARNISH o arch4OP Itit ttnardfa dedgn group,: ;4' tb4teiri 1319 dexter sva. n s 4t ikAtk eeattb. WA. 98109 C204)283-:4764, um a1P,mm .0 amen 1 n1e•aaP.e auimv ' auo aaalrwma aaP PGs oasalm ano �aM,Pnm,d � -'Xy. Of INC mom., � > a11P61m. 011 o Amoco iai— coma 11C .AO0pmaw:0a MO /iPa110anie Oo100Raw ;goat aRLl..YSiLL Comm" 111I11.M /!02 wawa 6a�Waa1S Pall aTe101/R Ow,6YM moo. a<• �aa1a v we P i+nnla consultants RECEIVED AUG 032010 PERMIT CENTER project title, PROPOSED ILI I LGOLLFRA�NGGE FOR: SOUThCE V U ER GSLLF I�CP TUI(WILA sheet title: INTERIOR ELEVATIONS 12fw r6lZ c'4A1114.('FLp i PP ns draw chocked, date, date, ... ":Ssi .. - ..a ` "�",aii. .fit f£ .:;iiiLS.:r '::\::':i <;:' ?"�.'.. i!''�`_`. - `::.:;-'•ti6 • • C CU *PP 53 ,Non H0/Airi O a3NM0 swan 210i XIVa. a3 31J. TIVJSNI (NV 31N0ad OL 2l01.3aaLN00 . �f'r1fZ1 ilii111111 !liiIIII! ■iAi ININMLi�lwi�! 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O 0 0 0 0 0 O 0 0•e f p-.I a Zs /r 1=1 Nr041 BagrOOR3 7qLLMA Jd Elegla ONCOEIS (du) (38n. z) 32inlxUi JN3053a0n13 JNfIOn 33V321ns S311fIx13 11GJS3 0nl3 3afu z stoui NM13 ([NIVJ) S3SSfN1 COCA a3S0cO3 ±• I.04030 03SOS.09 b c ,d) 6 61 6 lo ® FLOOR MOP SINK MINI 8' -6' 5' -0" 91 3' -6" N 05' -0" I o in al I 2' -0' 5' -0" if \, EAST GMT WOW AREA SCALE 1/4" = 1' -0" 2' -0" 11 031 al 00 9 00 11041 10 b ih u) 5' -0" 5' -0" 9' -6" 9' -0" v/\� WEST ,aa a SCALE 1/4" = 1' -0" PAINT METAL TOILET PART. SEAT COVER CERAMIC TILE 3' X3.5 X 1.5" GRAB BAR E EXISTING GWB NAPKIN DISP LET PAPER SURFACE MOUNT FLUOR. FIXTURE 4'G' X 3' MIRROR W/ SS EDGE TOILET 6 X 6 TOE SPACE CERAMIC TILE t—' EAST ELEV RM 120 PAINT METAL TOILET PART. OVE CEARAMICLE 3' X3.5 X 1.5" DIA GRAB BAR NORTH ELEV RM 119 TOILET 6 X 6 TOE SPACE CERAMIC TILE URINAL SURFACE MOUNT FLUOR. FIXTURE IN SOFFIT W /PARACUBE W/ SS EDGE 4'6" X 3' MIRROR COUNTER P -LAM SINK CERAMIC TILE INSUL DRAIN AND SOUTH ELEV. RM 120 y� ) I EAST ELEV RM 119 WEST ELEV. RM 120 WEST ELEV. RM 119 PAINT METAL TOILET PART. SEAT COVER 3' X3.5 X 1.5" DIA • GRAB BAR SUPPLY UNES EAST ELEV. RM 103 SURFACE MOUNT FLUOR. FIXTURE IN SOFFIT W /PARACUBE W/ SS EDGE 4'6" X 3' MIRROR COUNTER P -LAM SINK CERAMIC TILE INSUL DRAIN AND SUPPLY LINES WEST ELEV RM 104 TOILET 6 X 6 TOE SPACE URINAL CERAMIC TILE PAINT METAL TOILET PART. SEAT COVER — 3' X3.5 X 1.5" DIA .A GRAB BAR CERAMIC TILE WEST ELEV RM 103 GWB PAINT CERAMIC TILE EAST ELEV RM 104 GWB PAINT CERAMIC TILE 0 TOILET 6 X 6 TOE SPACE SOUTH ELEV RM 103 7 1 SOUTH ELEV RM 104 CERAMIC TILE P -LAM COUNTER SINK CERAMIC TILE BASE INSUL DRAIN AND SUPPLY LINES NORTH ELEV RM 120 WEST ELEV RM 119 RECESSED PAPER AND WASTE NORTH ELEV RM 103 NORTH ELEV RM 104 GWB PAINT METAL TOILET PARTITION CERAMIC TILE EXISTING GW8 SURFACE MOUNT FLUOR. FIXTURE 4'6' X 3' MIRROR W/ SS EDGE RECESSED PAPER AND WASTE CERAMIC TILE P -LAM COUNTER SINK INSUL DRAIN AND SUPPLY UNES -REVIEWER FOR DEtPLIANDE AtJu 1 3 2010 Cfty BUILDING DIVISION acchitO _kW„ anermc tlaehpp proup�,.. its;. 13110: dexter' ave:' nrOtr ;2 eeat}le;'�WA. 981091(2O 283 jobna draw: checked sheet 1 • . s. S2E,........ a4w'.". >44 -g . r -. i?!7".`.9".:.`n ���izi;_1 .... ;`d:w.w" ;ri: ":.ro;'�w`3::7+�'�,.'<'iT.S' :� �L'..saacc.. -.. m.r.,t'�',":.:.<" �','.43rr,: �;r < �•nr r4 {r- .. ,L• :'c"" . e� ,�yr4 v?rib ,: d% �LVm: arc./ bhiwi! iu. • 9 °f�. :t �s. . v '�°.�'m °°mow` " m onmu. ° } . A o m ME CP Wow consultants ta; f;: RECEIVES AUG 032010 PERMIT CENTER project title: PROPOSED GOLF EED GO�RANAgG�E FOR: SOU y U CE1 U ER GOLF O C. • TUKWILA sheet title: REST ROOM ELEVATIONS ?! PS.4- L'vl, -46.F (ISIP. 1,2-5 '. •.r jobna draw: checked sheet 1 • . s. S2E,........ a4w'.". >44 -g . r -. i?!7".`.9".:.`n ���izi;_1 .... ;`d:w.w" ;ri: ":.ro;'�w`3::7+�'�,.'<'iT.S' :� �L'..saacc.. -.. m.r.,t'�',":.:.<" �','.43rr,: �;r < �•nr r4 {r- .. ,L• :'c"" . e� ,�yr4 v?rib ,: d% �LVm: arc./ bhiwi! iu. • 9 GENERAL PLAN NOTES 1. All work and material. .hall be according to the latest edition of "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association (APWA), Washington State Department of Transportation ( WSDOT), City of Tukwila 'standard specifications, and any conditions of approval. 2. Before any construction or development activity a precoastructlon meeting must be held between the City of Tukwila' inspectors the applicant, and the applicant'a construction representative. 3. All construction is subject to the inspection by the City of Tukwila and the contractor shall notify the City of his schedule in sufficient time to permit inspection prior to.and during the work. ROAD AND STORM DRAINAGE NOTES 1. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT 7- 02.3(1). If in the opinion of the Engineer, the existing foundation is unsatisfactory, then it .hall be excavated below grade and backfilled in accordance with standard specifications. Pipe shall not be installed on sod, frozen earth, or large boulders or rock. 2. Backfill shall be placed equally on both sides of the pipe or pipe -arch in layers with a loose average depth of 6 ", compacted to a density of 954. Refer to WSDOT Std. Spec. 7- 04.3(3) and Std. Spec. 2-03.3(14)C, Method B fi C. prycflumA NOV 3 01995 mart C13ffER 4 N • / DITCH L./NE 907TOM OF B /OSWALE • DITCH 200 LF B/OSWALE 2 O ;POOP DRAIN rf ¢'FOOTING DRAIN /1f VICINITY NTS AP CNEC.t'DAMS, 50'a1C TYP TOP OF .85R 7k/ 25.53 INTAKE /t = 22.33 SPILLWAY, TYP /9LF -/Z BR5y i a• FALL IE= 22.0 BOTTOM OF LIVE STO,(A6E 2.1-4V =22.33- 4-5:-F-/2"5041 0.8% CB . 7Vr°E 1F- PGO'I/ RBST.e /C770R T6= 27.03 OF- 25'.53 /E° (OLID co -.0 /N6 L/O) /94F-12.'.50 X0.5/ SOT OPPON 6LEY. 2LB3 l' OPENING IN CURB J INTAKE IE. 22.3_, GRAVEL FILTER TE= 25.1 MTC E. ACCESS RD GRAVEL P /LTeK /Af 4 R23_ r eon- ,5 -Y.J ELSY Z 2/.B3 BOTTOM 4 STORAGE 25'K, TYP $r THRU -CURB DRAIN LIVE 225-. tre7 CL 52 DC /' OPEN /N6 IN CURB PN "esnu ra• 2c.f 1 .r6z" a"at G.J., T7 6. -SAN SEW a 1Y MIN 6 ".GOOF O.C4 /N >f 4.• PUOT /NC ORA /N - rYPls- J. . F1µ.., TE -u.G- jb ° 3yrr1 C r1G�� L'1 ik.. 1.X- jr a e! -447Fr loa� �a =wrT- These plans have been reviewed'bythe Public, Works Department for conformance with current a City d sta ec rds. Acceptance is subject to errors '':s which do not authorize vo ations of adopter .. >ndards or ordinances The responsibility for the adequacy of the design rests totally with, the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal' of revised drawings for subsequent approval. Final acceptance' is subject to field inspection the Public Works utilities Ijl$pectOr by Date: t r By: DATUM: C /TYIP 77/A1V/LA BENCH MARK: "X' ON Sn't V UPPE/e FLANGE BOLT ON FN ON E. 5 /DE OF 57TH AVE .S, 9dr N OF ANGLE PO /NT CASE MOH. ELEV= 24.54 NOME: STORM DRAIN PIPE (LABELED "SD' ON PLANSI Saha BE ANY MATERIAL AS SPECIFIED IN SECTION 7.03 OF THE KING COUNTY ROAD STANDARDS. PIPE LABELED 'CONC" SHALL BE CONCRETE. • V/ -LExST WATER. VERIFY 313C LOGATI wM zoo LF- B/OSWALE'f/ 46/ aa5% BOTTOM OF 3 /OSWALE FAL. /E= 24. S7 SOUTHCENTE G3 LF -/2' CONC GP 451; /6"...251,89 6" TAP PING TEE 8" GV rs 25 - 2a NOV 1 0 1795 rERGUSON G1no•.,1611` SEATTLE. WA 9itILT $7144 i Te•28.t6 SDS S)1'E DEVELOPMENT SERVICES 310 208TH ST,SE Wrmi r eo12 MAW 11-4-4.4 a0O6C b6v6R rnt I -31 -7s Added Wnie• Sewer- Sve'r. 15-5 -94 Revised Per New Peg Layout. UC J TUKWILA GOLF DRIVING RANGE DATE: 6-8-94 DES DCD ke.e I " =30' oval VCG DRAINAGE PLAN • VICINITY MAP NTS GENERAL NOTES . CONTRACTOR SHALL VERIFY ALL EXIST INC UTILITIES IN THE FIELD. 2. CONTRACTOR SHALL 907177 DISTRICT A M1N1NA OF 72 HEAPS (3 %CAKING DAYS) IN ADVANCE OF ALL REQUESTS FOR STAKING. TESTING 04 INSPECTIONS. 3. DEVELOPER'S SURVEYOR SHALL PROVIDE STAKING OF WATER SYSTEM CONSTRUCT10N. FOR DISTRICT INSPECTION A MINIMA OF 72 MRS. PRIOR 70 CONSTRUCTION. CONTRACTOR SHALL FURNISH SHOP ORAMINGS FOR APPROVAL %MERE REQUIRED BY THE DETAIL SPECIFICATIONS AID FOR VARIATION FROM THE APPROVED °RAVING. 5. CONTRACTOR SHALL INSTALL E0UIPIENT IN ACCORDANCE 01 TH MANU- FACTURERS' RECOL6ENDATI°IS AND 6104.167 WATER DISTRICT SPECIFICATIONS. 6. CONTRACTOR TO FURNISH ALL MATERIALS. 7. ALL OUCTILE IRON PIPE SHALL BE CLASS 52. 8. ALL GATE VALVES SHALL BE MUELLER OR EQUIVALENT_. 9. HYDRANTS SHALL BE AS SPECIFIED. 10. CUT -INS SHALL BE DIRECTLY SUPERVISED 137. AN AUTIIORI2ED REPRESENTATIVE OF 141GHLINE WATER OISTRICT OR PREFORMS) BY THE DISTRICT. II. ALL LIVE TAPS SHALL BE DIRECTLY SUPERVISED BY AN AUTHOTIZED REPRESENTATIVE OF HIQ4.INE WATER DISTRICT. 12. ALL CHARGES FOR OJT -INS AND LIVE TAPS ARE THE RESPON518111T7 OF THE DEVELOPER/OONTRACTOR. 3. ALL C4PPL'RCS SHALL BE ROMAC 501. OR EQUIVALENT. 1•. CONTRACTOR 15 RESPONSIBLE FOR VER1771NG ALL EXISTING PIPE TVPES AND SIZES FOR COUPLINGS. CONNECTIONS AND LIVE TAPS 15. ALL MAINLINE PIPE SHALL HAVE A 12- 21121141/ C4VER AND.66- MA.•MJ7 COVER I4LESS OTHERWISE SHORN ON PLANS. 16. DEVELOPER TO PAY roe STATE. CITY, AND COUNTY IRSPECTI0N AND PERMIT FEES. t7. CODRD4WTE METER LOCATIONS HUH HIGNI. IHE NA TER D15761E1 AUTHOR IZED REPRESENTATIVE. ie. FIRE H70RANT5 AND WINS TO 8E OPERATIONAL PRINK TO COALENCE- 1ENT OF BUILDING CONSTRUCTION. 19. NO CHANGES ARE TO BE MADE WITHOUT MRITTEN APPROVAL BY THE DISTRICT. 20. SIRGRAOE SHALL 8E ESTABLISHED FOR AREAS OF SITE INVOLVING HATER SYSTEM FACILITIES. 21. PARTS MUST BE ON -SITE AND INSPECTED BY NIGNLINE WATER DISTRICT PRIOR TO SCHEDULING CUT -INS OR CONNECTIONS. • 22. REFER TO HI(R411NE 'RATER DISTRICT DESIGN AID DEVELOPEAEN7 STANDARDS FOR ALL REMAINING NOTES AND DETAILS. SEC 35, TWP j�23E, RGE 4N, W.M. RANGE AREA NOTE: FOR 5777 DETAILS SEE SHEET A -4 u z 'Z \ 6e BUILDING FF•28.5 unly PD.' MY PUTTING GREEN CONC. WAU< • DST Cy. 711 r'R TAm 07 IW art 9TIo 61 e a W/ HMO, 86T1U IX'• AC 2-!' NV 2-C -e' GlE=. ' '1-e' LI ±2ES e'a 2 -VALVE MARIORS 0Pa11 CUT SC1'OICFNT76 PKWY PER TUKMRA CRY STMCARDS r M' ID can NCT01 A WSJ W %," RAINAGE 5Y5T. CIVIL DRAWL GS 0 +00 CRY OFRECENEDTUKWRA NOV 3 0 1995 PEAR' CENTER 1 +00 WATER MAIN PROFILE 1' = 30' (NOR) 1" = 5' (VERT) UNDISTURBED VEGITATION r Mo- ro w a1 COaDM \ ORMNAGE SYSTEM J SEE CML DRAWINGS \�i 0'9\ 2 +00 Wn,"-J J UUUaOt1.V iLAM 1- = 30' -0° ESZTn .0 15 30 60 0 1 PAR 3 PU1T1NG GOLF COURSE DATUM: CITY OF TUKWILA BENCH MARK: 'N' ON SOUTHWESTERLY UPPER FLANGE BOLT ON FH ON E. SIDE OF 57714 AVE S. 40t FEET ELEV • 26.56 NOV 3 0 NORTH OF C/L ANGLE POINT CASE MONUMENT. a RECEIVED PUBUGVd6s 1 100' DESIGN ACCEPTED HIGHLINE WATER DISTRICT �s0WT10N4 CIS /1-/5 Ls dr121131' SDS SITE DEVELOPMENT SERVICES 310 208TH ST SE BOTHELL, VA 98012 72063 481 -9687 11/7/95 REVISED PER DISTRKT COMMENTS TUKWILA GOLF DRIVING RANGE- DATE, 10/23/95 DES DCO SCALE. 1" a 30' DVN1 DCD WATERMAIN PLAN OK,`fO Ait4 No,k, 12.ffif 10f2