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Home My WebLink AboutPermit D09-220 - JONES RESIDENCE - GARAGE AND CARPORT DEMOLITIONJONES DEMOLITION 13039 56 AV S D09 -220 Parcel No.: 2172000050 Address: 13039 56 AV S TUKW Suite No: Tenant: Name: JONES RESIDENCE Address: 13039 56 AV S , TUKWILA WA Owner: Name: JONES THOMAS A +KRISTIN K Address: 13039 56TH AVE S , SEATTLE WA 98178 Phone: Contact Person: Name: ANDY JONES Address: 13039 56 AV S , TUKWILA WA 98178 Phone: 206 251 -8416 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 Contractor: Name: SWOPE EXCAVATION & CNSTRT LLC Address: 3201 SW ROXBURY ST , SEATTLE WA 98126 Phone: (20)852 -2395 Contractor License No: SWOPEEC910PG DESCRIPTION OF WORK: DEMOLITION OF 600 SF GARAGE AND 600 SF CARPORT. DRIVEWAY AND FOUNDATIONS TO ALSO BE REMOVED TO PREPARE FOR UNDERGROUND UTILITY INSTALLATION. PUBLIC WORKS ACTIVITIES INCLUDE EROSION CONTROL. Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Cityef Tukwila • $6,000.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D09 -220 Issue Date: 11/12/2009 Permit Expires On: 05/11/2010 Expiration Date: 10/07/2011 Fees Collected: $322.62 International Building Code Edition: 2006 Occupancy per IBC: D09 -220 Printed: 11 -12 -2009 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: doc: IBC -10/06 City olTukwila • 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 N - Igo 0 S Private: Profit: N Private: Permit Number: D09 -220 Issue Date: 11/12/2009 Permit Expires On: 05/11/2010 Date: Public: Non - Profit: N Public: 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. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance o ork. I am authorized to sign and obtain this development permit. Signature: A .6//._. re._ . Date: II Print Name: 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. D09 -220 Printed: 11 -12 -2009 Parcel No.: 2172000050 Address: 13039 56 AV S TUKW Suite No: Tenant: JONES RESIDENCE 1: ** *BUILDING DEPARTMENT CONDPI'fONS * ** 8: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Cond -10/06 • 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 PERMIT CONDITIONS Permit Number: D09 -220 Status: ISSUED Applied Date: 10/13/2009 Issue Date: 11/12/2009 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 Cityof Tukwila Permit Center. 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. 9: Any material spilled onto any street shall be cleaned up immediately. 10: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 11: 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. 12: 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. 13: 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. * *continued on next page ** D09 -220 Printed: 11 -12 -2009 • • 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 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 construction or the performance of work. Signature: Print Name: T f f 6 m doc: Cond -10106 D09 -220 Date: ordinances governing or local laws regulating Printed: 11 -12 -2009 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Intp://www.cltukwila.wa.us SITE LOCATION Site Address: J31 SS A1/ -5 Tenant Name: T110414 A_ :'DrvE4 Property Owners Name: ANDY .TOl1ft:- Mailing Address: .5P1WIE Building Permit No. ` V l Mechanical Permit No. Plurribing /Gas Permit No. Public Works Permit No; Project No. 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 ** King Co Assessor's Tax No.: a 17at0oo5'O Suite Number: Floor: New Tenant: ❑ Yes ❑ .. No City (F our ofce'use only) State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 4NDr To S Mailing Address: 303 9- Sb TN E -Mail Address: AJDivi. y/oX . evr11 Day Telephone: QO(Q- a S/ 9 l & 7" view 4B City State Zip Fax Number: aOG - '7i.3 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) 6Wope e X( AV4 TIDN ODA/sT/EUGTii'd 41- S Company Name: Mailing Address: 3 a 9) $ (OX AIM ' Sr 5E W� City State Contact Person: /Y1 1 CHAE L 5 WO P,‘ Day Telephone: a04- 85 - x345 E -Mail Address: 66 Wo pg, Xt4J4.T/D#) Q NDTInkt . roof Fax Number: Contractor Registration Number: W Op E C 9 l O PG Contact Person: E -Mail Address: Expiration Date: / %7 /2o4 State gs��ae Zip ARCHITECT OF RECORD - All plans.must be wet stamped by Archite of Record Company Name: Mailing Address: city Day Telephone: Fax Number: Zip ENGINEER OF RECORD - All plaint must be wet stamped by Engineer of kecord Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: H:\Applications\Forms- Applications On Line\2009 Applications \1 -2009 - Permit Application.doc Revised 1 -2009 bh State Zip IOW BUILDING PERMIT INFORMti ION - 206- 431 -3670 Valuation of Project (contractor's bid price): $ (Q, OD[) Existing Bui im y ation: $ Scope of Work (please provide detailed information): REInvvg A.)C l.5 0,114 GA /M / ( Di 6F' �; 1 OR 1li61)A Y 17 L D FDUNDAT log/. ,4A/ P/PYP14 , 9E WON vNOf4 GleDuA)D OTAITifer INSTAL i,AnOitt Will there be new rack storage? ❑ Yes [k. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1" Floor 2" Floor 3 Floor Floors Basement Accessory Structure!' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck;' Uncovered Deck 000 c, Interior Remodel Addition to Existing Structure Type of Construction per IBC Type of Occupancy per IBC 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) 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\2009 Applications \I-2009 - Permit Application. doc Revised: 1 -2009 bh Page 2 of 6 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. 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 AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER AUTH IZED AGENT: Signature: ,4X 9it,Qd Print Name: T NM k5 4 . TOrtig 4 Mailing Address: )30Aq- 6 14 Ve S H:1Applications\Forms- Applications On Line\2009 Applications \I -2009 - Permit Application.doc Revised: 1 -2009 bh Day Telephone: T KeaLA City Date: /O /4309 State Zip Date Application Accepted: l0l ( � I 0 Date Application Expires: a -ili a Il�o Staff Initials: Page 6 of 6 Fixture Type: Qty Fixture, Type: Qty ixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater d/or vent I strial waste treatment int- eptor, including trap and t, except for kitchen type g . e interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Re. r or alteration of w er piping and /or water eatment equipment Repair o :Iteration of drainage • vent piping Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow prot- ive device other than atmos. 'eric -type vacuum breakers . -r 2 inch (51 mm) diame Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vac . m breakers not includ- in lawn sprinkler ba ow protections (1- Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets PLUMBING AND GAS PIPING PERMIT INFORMATION - 206- 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registrati.n Number: Expiration Date: Valuation of Project (con . ctor's bid price): $ Scope of Work (please prov ' e detailed 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 pipin, outlets being in . led and the quantity below: H:\Applications\Forms- Applications On- Line\2009 Applications \1-2009 Permit Application.doc Revised: 1-2009 bh City State Zip Day Telephone: Fax Number: wer: Page 5 of 6 Parcel No.: 2172000050 Address: 13039 56 AV S TUKW Suite No: Applicant: JONES RESIDENCE Receipt No.: R09 -01593 Initials: JEM Payment Date: 10/13/2009 11:36 AM User ID: 1165 Balance: $0.00 Payee: THOMAS A. JONES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8693 322.62 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE • 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 Account Code Current Pmts 000/322.100 000/345.830 640.237.114 RECEIPT Total: $322.62 • Permit Number: D09 -220 Status: PENDING Applied Date: 10/13/2009 Issue Date: Payment Amount: $322.62 192.80 125.32 4.50 PAYMENT RECEIVED doc: Receiot -06 Printed: 10 -13 -2009 Project: ��; o F-1 odki Ion e S >> Type ofJ{ (✓J Address: � I -3033( � nue_ 5- Date Called: t 3 , s f i o Special Instructions: Date Wanted: 3/15 lr a.m. p.m. Requester: Pre'd Phone No: 20 Co -ZS 1 - 84/ CP 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 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: Date: 3 1 `7 /b El $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: Project - - Type of Inspection: T Address: .. . 13039 S Ail_ J. Date Called: 1 1 Special Instructions: to o," ft fr; ( k I lair- Date Wanted: ' p.m. Requester: Phone No: 74 tB y 2S V 4:o 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 COMMENTS: tr Mk" ` ' / 1 7 u79) Inspector .-L" Date: .�' - / 0 50 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • a) at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ipt No.: (Date: M Approved per applicable codes. Corrections required prior to approval. Pr o' t k AJ� ? 's - Typ of Inspection: Hfe - lPvr,.) C -�✓. Address: �0 S Cv Au S 3 Date Called: Special Instructions: Date Wanted: Ii -- / ( —OS m. Requester: Phone 4. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t1L. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. - COMMENTS: vJ b-- Ga 1\uf•j c �> r A- -E r `'A51) P 7.7171)A f o f Ins I Date: 1 ( ' — z) c l ri $60.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Type of Ins ec ' on: /CS C. Add � S Date Called: 3 / 5;4 4uc IvIS40.11 f c.4y o(OA(d�S rx(an - 1C1(4) pi '€-r4 y l l,r�.. _ Project: TeI P S t r°S idoile e Type of Ins ec ' on: /CS C. Add � S Date Called: 3 / Special Instructions: �al ( I. '� A 0( -to +nS ?. Date Wanted: ,�la� /a l a.m. ff Requester: iy,/ .TY1FS Pho eN ? ^L. ask GY /6. 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 ❑ Approved per applicable codes. Corrections required prior to approval. Inspector: "` Date: r t( 2 4 fU 9 El $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: TEMPORARY EROSION CONTROL SEED MIX X Weight X Purity R Germination (T.-1r.p.■ or' red. fame • 40 98 90 /*Ns. ,are gm: ..- ..an.,,. Annual 4614.4;rWlr,46. as lr- p... 441 98 90, R.atop. or colonial Mmtpra.. ynxsts■ abs or ANTON 4406. 10 I 92 e5' 1NYG dutch dower RIINna mew 10 9e 90 BELL COPY Permit No0. 2h violation of any adopted code or ordinance. Ft !S ac cnowl REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division NOTE: Revisions will require a new plan submitt& and may include additional plan review fees. • SEPARATE PERMIT REQUIRED FOR: eW �nca Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION pproved Field Copy Date: o/la /n City Of 'Thkwila BUILDING DIVISION TREE LEGEND: ]IE TREE 10 EC pt MIMED *COEW * 01001//5 IRE TD 12' X011, TR It 11011. 9' DRAM Ti t• YORE 14: IC PLUM, 5 DI9'111E T5:' IE 9TTO1f09, 5' MINE 11).32' 10.LT, 1110 1 O0E'.1E 17:' (7) 1' 4017 (Impure 1R 13- DE JA (19) TR' (3) CEDAR 19' -21', IT MARC 1110 22' A11ER 111: 2E MARE 112 BE MARE 111: IC MAPLE 114, IC re 115: (2) RUT 1EE5 n1) FRUIT TREE 117 MARE 1101E 55. 114 9 117 10111045 AR APPROXIMATE SLOPE LEGEND: a CBS A. 01-1173 SE E41171 (9' OP) 1)1 }1127 N1 E.1531 (E OP) 99 E 41107 (13- CM NOTE 90 14' (1051) 40 TEE 19 TR FLOG ESEYA(O FIX 116 91E 1115 5 11E SUE AS 1730 (1110} AIL R ELEYATO6 MUST E AT LEAST Y ADM DE 19 11) RECD ELLWTOL DE 10111 FT ((EVATON KR 116 SDI 6 197E O( E7ENERAL NO1E5 19 TENT ROM 0901110' 20 I. Al . LEAST OE 9E X 070E LE011€ 0315T1UOl09 COOACTRIUC 1010 13114190 9WEC1190 NO SCHEME A REC0STRUCIO 111E IC. T01L N1 EOM= 1PFINOE SWAGS 411 DE1131072 NE 000200 1 DE CENTOCOR 9071 RAN TIE P0011E5) ND 0701100 DE NORM PLANS A10 A MOO OPT 0 01'10 51(9.8 9E141GS 2(T 01121.9E4 NO 099 NO WISTOOI01 411019 ENLACE AT DE RN 511E l TIE ONIRAC ER 901ES SOLE OSP06815 FIR Kan 5NEn; 790 COMM. 10 SIWICNES NO 8109090 R911111C FROM 06910101' OflU106 2. 110071E OLDIES 194019 AT 29 -433-4179 AT LEAST 49'X096 52 510600 OOH') BERME STMINO PROECT SITE 109 1 REOI6T A RAZ 1090 019117 90ECTO1 AT LEAST 24 4090 (1 90100 DAY) N AIMEE BY CALL 79-431-0179. 9. ALL 109 914(1. COMM 10 DE¢ ARMED CRAMS ANT. OGINOS 190 TEE ARMED RMS RUNE PRE-APPROVAL 00 DE OINK DE MEEK NO DE OTT O ARUM 1 review approval IS subject to eras and onission=reararel SIAIDYOS 11IIER915E AMPAED ° iroyal of construction documents does not ao 51 4or eo'' 9X11 MNOITAN A O9WIIT 9:T Cr OOOO 0101911E EN-91E it T ' .' 96411 ROAD RECCIO DRAINS 719 10 P OEC1 71AL 0009. SNAIL PRIME 9RARIC COOOO NO S'OEET WEI9oN0 RAN 790 1016 AMORAL 9009E 1A90(TA10I. adglatk6 90 MOTES ITES 95111 IE COE 0051 DE 0=201 0 A UONSED LAID 91R*ET00. 100011 DA11O WALL LE NA1 191 MI 90.011 9011 A F19013(10 NNE DE 00T111 91111 710r0 0361:90 f/1G1A106 TO NCO 1924 NO®ITN. DOW 9011 9E STATE RAZE COam lATES IL 11E 90T11CT1 WALL 11111 41, O 01001E ILL 906 CAUSED 01 0X0.0 ) OE 10 91601Ci00 SHEET INDEX L. MON 001110. RAN L' 11*14 90 110116 RANI 1 ROM N101DOIT RAN 4 CETAUS ILO •910E 1010(1011- RERK 110 IT RM GRAPHIC SCALE 0 20 LOCATIONS SHOWN FOR EXISTING UT)UTIES ARE APPROXIMATE. PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1- 800 - 424 - 5555) FOR UTILITY LOCATIONS. t01 1 11,(001 50..U. GRADING AND EROSION CONTRO NOTES 1 111E E0030 PEE NO SEOOIT C91RQ (FY) 01990 01 DE NROED RAYS AK WOW 400011090 z 14100101 140 01.1.90 1106 ND 46711 ENTRANCE, 1 AL 1:0103119111309171 RENORIOI NO 9511ENT COME 1019.90 (ESL) 191ST 9E 9160103 NO M 64R41101. MAIL NO YANORI AIL E9: IEC911E3 AoQI00 11 DE 197 RAIL 4. ESC 1C4L9WS 102110€ ALL RREEIFA 10(1901 9071 ROM N RACE 1NTL 710 511E [0611)1901 5 01PLETED NO Ri0N1NT STAORAIOI 6 13129.1991. 1 00 Y9T 1 710001 9PO10R 56 PRONE 1 EEFURT 110 I41014100 1089 WA91ES 10 PROTECT BOND AREAS 1111 9u REYAN 11110120 FCR 9080090 IN WOE. FR52 SCHER ROME RW MY No RT1/11DT 9ER IEA9WS 15 PROTECT 125919E0 NELS DST 91 RYAN 110901D im 194 0121 O TOE N 11001101 10 00101 IELRNES, DE 0017RACI9 9181• 9011 1 510261AS'90 SOU OFT 90 FLL 9045 E OWNED P M NOE 199 >z 0)90 510761E 01 91E, OCU51 ORER NASSAU 10 91171 Al/ 091.01212 WAS 7. 9 5103111 E® 4(L'. AREAS THAT u RERUN 111909® 0900 1)E.90 91A104 (91900 1 7RO101 NNE' 30. YAM 4(1 S® MCA& r 90 taus; EWES 9 1u1)mFAA97EEOT COO' EROSION CONTROL PLAN FOR ANDY JONES SHORT PLAT LOCATED IN THE N. W. 1/4 & N. E. 1/4,, OF THE N. W. 1/4, OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., KING COUNTY, WASHINGTON 423 KT 'F00 OTT. 5/4 (TO) 006701701 ENIRNN'E 10011E AS 910111 011. 9/4 ASPHALT EDGE -LIRA' 1110 / i ROM 180 016LT EDGE EROSION CONTROL PLAN 1 - _ NET PROIECTOI' 0L 4/4 UU11LTTY CONTACT UST; SAETMT SEER 9ND OTER CITY O 11.1151LA PURL 010 OPARKENT ROTE:' 209 -433-419 Eft I PUNT SIN) DM MENU: 05-II1 -721 uuRG SEATTLE OTT u911 ROML206 -116 -197 43 9U FENCE' 11.5/4 42 (9' 411 A � 070E 990940 SET 19911 N 1E ICE OF 91115 POE 0 -911 LLS: FEET PROJFCT CONTACT UST: GAYER 991901, SIN: 031T01: PALL MINCE PE ROE 01-e52 -410 90 NOT 019 206 -247904 • VIEWED FOR ,CODE COMPLIANCE APPROVED OCT 2, 2 2009 Cit of kwila BUILDING IVISI(1l\I cmr�LA OCT '1 3 2009 PERMIT CENTER LEGAL DESCRIPIfON:I (ER STA1NOIT 904021IY®'.RECO® 11OA.REmO10 MD. 9105141571, RIDOS 0' DO IC011TY„1L90LT01)1 TRACTS 10 09:910 EOM/ EAST. 91131151 01001 I TRAM , AS PLR 9.41:10908 11111E 3.0 Tuts P110 71 RL095' Cr 190 9LNTE ElOPINO 1E5719 ANT. PORTEN DOES AS O09N1.11 RATER 1.116 MON ODE L1E OF ORD X1017 101 1R1ER Cr DE 9)01191 1)1017 SITUATE N 111E OTT 0 169A =HS 0 ENG STATE 0 19911609 BENCRIGRI ' 090C101 STATE D07. 101AENT ND 3101 LEAD' 42 A 9907 BRASS 09 G19NEDINTO A 901. 4)01 NO SET 191. VDT : E 9017390 A(L 1057[0 AIDE, PANG AREA 901111 110 011790110 LANE 0 S0. 5 NO DE 01 RAW FTOI 010710X1' ANNE 007190E 749 DS FRT.' VERTICAL DATUM: 1010 AIERrAl 1ERIO1 DATUM CF 10 WE I O ELEVATION N FEET OM 155 111(02 (OC 110 0EYA101 N1RE7. CONTOUR' INTERVAL:, 11001REC ABBREVIATIONS: 91C - MUM CORM. 011 CI W _ - TAPACI.' LR = 0AT019NS1 ONO O - OAS R' CO' = OEM OR! RI 0001• DETECTOR ILIA TALIE 9. O' - 0910111 NOT. SIf 01 0/ /V - 091181 I 0 EL, - 00717011 ICI 901: - TA91OIT7 1P' FD' - 900411011009 10.3 FCC - KC 0191 C01EC10I' SI FT - F99011901 1 710 = 01E.14113019 C - 11.1 E' - NEAT IIVAT011 SW! U' - L/EARIFIFT NE P'S - INOSIAP 61 SE'. X•NCEND: O2.7CRI ITCW SI01 g1491 ENEMY SUER WATER AC PANIC 19'0.10 1 SPOT E0EVA1O6 CO(OOI PA1906 57011 CA104004 5949110 SLIER 1000E: WA1ER.`4L0 PIE MOUNT 1111111' (01 0:1800.90 NAA 901 IODNOE 1)98 =TOE NA00E D AT/ ) .. 3 *r • 4 79 B. sess VICINITY' YAP' 1910 5111101 6,978. 11 R 217290050 T 91110E 4001(NEAL OK OU0EA91 R04RIT I1E ROES 10 1-6 -0T SAIEIART SEER 59(0 FEET 91119. TO E ROOTED TOP Cr O10 115( PIT 1A9ES WED MOO& 911111' EAST 101111 NORDEAST SEATTLE ASBESTOS TEST, LLC 19711 Scriber Lake Road, Suite D, Lynnwood, WA 98036 Phone: (425) 673 -9850, Fax: (425) 673 -9810 www.seattleasbestostest.com / steve@seattleasbestostest.com Property Location: N� °'r Mah rgsviewRnnpf 13039 56th Ave. Tukwila, WA 98178 ^wn (w�►n. � Prepared for: Prepared by: Inspection Date: Report Date: ASBESTOS SURVEY REPORT Thomas Jones Mr. Thomas Jones 13039 56th Ave. Tukwila, WA 98178 Steve (Fanyao) Zhang AHERA Cert. 10304594; expiration date: 03/201 Seattle Asbestos Test, LLC 19711 Scriber Lake Road, Suite D Lynnwood, WA 98036 10/7/2009 10/9/2009 NVLAP ACCREDITATION LAB CODE: 200768 -0 AHERA Inspector Number 10304594 Note: Summary information for asbestos at named property can be found in "Conclusions" section of the report, in the floor plans, or in table 3, Nature and Distribution of Asbestos. A "Point Count Supplement", if attached, may change the original asbestos percentage. REVIEWED Vo CODE COMPLIANCE APPROVED OCT 2 2 201i9 City of Tukwila BUILDING DIVIRInna CiTY V DLA OCT 13 2009 PERM1TCEIdTER PO°1 SEATTLE ASBESTOS TEST, LLC Total Miscellaneous Material NVLAP ACCREDITATION LAB CODE: 200768 -0 19711 Scriber Lake Road, Suite D, Lynnwood, WA 98036 AHERA Inspector Number Phone: (425) 673 -9850, Fax: (425) 673 -9810 10304594 www.seattleasbestostest.com / steve@seattleasbestostest.com Property Location 13039 56th Ave. Tukwila, WA 98178 Purpose /Scope of Survey This survey is intended to investigate, sample and test ACM in accordance with 40 CFR 763.86, the EPA regulations for Asbestos Hazard Emergency Response Act (AHERA). The client named will use this report to meet their regulatory requirements in their project. Method . I • �i; findings In pection, sanstf§ - assessment procedures were performed in e r ance with the ARERA guidelines published by the U.S. EPA in -40 'CFR Part 763 subpart E, October 30, 1987. The survey include three integrated tasks: visual inspection, sampling and quantification. Special attention should be paid to the following: material classification, recognizing of homogeneous areas, differentiation between friable and nonfriable asbestos, and interpretation of testing results. Material classification There are three main kinds of material according to EPA sampling guidelines. They are Surfacing Material, Thermal system Insulation, and Miscellaneous material. The classification bears implications for number of samples to be taken. For Surfacing material, there's the 3 -5 -7 rule, meaning 3 samples from less than 1,000 square feet area, 5 samples from 1,000 to 5,000 square feet area, and 7 samples from greater than 5,000 square feet area. For Thermal system material, with some exceptions, 3 samples should be taken for each ti klp • - neous area. For Miscellaneous material, at least one sample iwithald be taken from each homogeneous material. Table "1 shows the types of material recognized during the survey, n liand.th'e following is a tabulated summary of the material types: > 3 Page 1 of 5 i SEATTLE ASBESTOS TEST, LLC 19711 Scriber Lake Road, Suite D, Lynnwood, WA 98036 Phone: (425) 673 -9850, Fax: (425) 673 -9810 www.seattleasbestostest.com / steve@seattleasbestostestcom Total Thermal System Insulations (TSI) Total ACM found on the property aboratory Testing Results NVLAP ACCREDITATION LAB CODE: 200768-0 AHERA Inspector Number 10304594 Properly Location 13039 56th Ave. Tukwila, WA 98178 Total Surfacing Material > 0 Homogeneous Areas Homogeneous material means an area of surfacing material, thermal system insulation material or miscellaneous material that is uniform in color and texture. It should be pointed out that materials appear to be homogeneous and adjacent to each other may in fact have different contents in terms of asbestos, and only laboratory testing will decide whether they are really the same homogeneous area. Table 2 shows the identified homogeneous areas for this survey. Total homogeneous areas For each homogeneous area, its representative location and sample number are given in the table. Friable vs. Non friable A material that contains asbestos is friable if the material, when dry, may be crumbled, pulverized, or reduced to powder by hand pressure, and includes previously non - friable material after such previous nonfriable material becomes damaged to the extent that it meets the criteria as a friable material. The term friable during an AHERA asbestos survey applies only to ACM, and table 3 shows friable ACMs and nonfriable ACMs during this survey. 0 3 > 0 Page 2 of 5 SEATTLE ASBESTOS TEST, LLC 19711 Scriber Lake Road, Suite D, Lynnwood, WA 98036 Phone: (425) 673 -9850, Fax: (425) 673 -9810 www.seattleasbestostest.com / steve@seattleasbestostestcom NVLAP ACCREDITATION LAB CODE: 200768 -0 AHERA Inspector Number 10304594 Property Location 13039 56th Ave. Tukwila, WA 98178 Analytical testing is done in house in Seattle Asbestos Test, which is a NVLAP Accredited lab and participates in PAT rounds administered by NVLAP. Seattle Asbestos Test has over 20 years of analytical testing experience among its key analysts, and it conducts extensive inter- and intra- laboratory QA/QC testing. The method of testing employed are polarized light microscopy, or PLM. For QC purposes, one in every ten samples are analyzed as duplicate and check samples are randomly cross - analyzed by different analysts Table 4 is the test results for the samples taken during the survey. For each sample, it is sub - divided into layers if the sample is separable, and each layer is then prepared into slides and analyzed separately. Each layer is also described to show its color, and nature, so that it provides a check to the homogeneous area classification done on site. Different from the lab report format, which is listed in the appendices, Table 4 also shows the location of each sample, and the material as seen by the inspector on -site. This kind cross- reference enhances degree of certainty to the final report. The following is a tabulated summary Total number of samples Total number of layers — Conclusions Inspected is the garage behind the main house. The garage is composed of brick exterior walls (sample 1), and shingle composition roofing (sample 2). The interior flooring is concrete and gravel (sample 3), the walls are the same as exterior wall, and there's no ceiling present except wood beams. The car port is made of wooden pillars and fiber glass top. 3 3 Page 3 of 5 SEATTLE ASBESTOS TEST, LLC 19711 Scriber Lake Road, Suite D, Lynnwood, WA 98036 Phone: (425) 673 -9850, Fax: (425) 673 -9810 www.seattleasbestostest.com / steve@seattleasbestostest.com Respectfully Submitted, Steve (Fanyao) Zhang NVLAP ACCREDITATION LAB CODE: 200768 -0 As such, materials that are not addressed in this survey should be assumed ACM and should be treated as such unless additional samples were taken and tested otherwise. Any effort for additional survey that may take place after the release of this report should be in the form of an addenda. This report is for the exclusive use of Client named and their representatives. The inspection and the report follow the general guidance recommended by AHERA, and no any other warranty, express or implied, is made. Any unauthorized use or use of this report beyond its scope are strictly prohibited, and Seattle Asbestos Test, LLC and its inspectors resume no liability. AHERA Inspector Number 10304594 Property Location 13039 56th Ave. Tukwila, WA 98178 Limitations Major limitations of this survey are: (1) it's impossible to sample every inch of building material by the method called, (2) sample appears the same, i.e., homogeneous may in fact be different in terms of asbestos containing, (3) concealed or difficult -to- access materials, such as underground constructions, areas under vast carpeted spaces where it is difficult to reveal everything under the carpet, materials inside walls, or under plywood if destructive sampling is not possible, building foundations, floor substrates, live electric wires, crawl spaces, areas where the inspector has no access, and debris pile from burning can not be adequately sampled, (4) random sampling scheme called by the method may skip areas that contains asbestos, and (5) measurements of area, length and size are all estimated, and should not be relied on for bidding purposes. Page 4 of 5 SEATTLE ASBESTOS TEST, LLC 19711 Scriber Lake Road, Suite D, Lynnwood, WA 98036 Phone: (425) 673 -9850, Fax: (425) 673 -9810 www.seattleasbestostest.com / steve@seattleasbestostest.com Appendices Table 1: Types of Material Table 2: Homogeneous Areas • Table 3: Nature and Distribution of Asbestos Table 4: Analytical Testing Results Floor Plans Laboratory Analytical Report & Chain of Custody * Table 3 not attached because no ACM was found NVLAP ACCREDITATION LAB CODE 200768-0 AHERA Inspector Number 10304594 Property Location 13039 56th Ave. Tukwila, WA 98178 Page 5 of 5 SEATTLE ASBESTOS TEST, LLC 19711 Scriber Lake Road, Suite D, Lynnwood, WA 98036 Phone: (425) 673 -9850, Fax: (425) 673 -9810 www.seattleasbestostest.com / steve@seattleasbestostest.com NUMBER SAMPLE LAYER MATERIAL MATERIAL DESCRIPTION LOCATION TYPE 1 1 M Gray sandy/brittle material Ext wall 2 1 M-02 Black asphaltic material with sand Roof 3 1 M-03 Gray hard material with black asphaltic and sand garage floor NVLAP LAB CODE: 200768 -C AHERA Inspector Number. 10304594 Property Location 13039 56th Ave. Tukwila, WA 98178 Table 1: Types of Material 3 Total Material Type SEATTLE ASBESTOS TEST, LLC 19711 Scxiiber Lake Road, Suite D, Lynnwood, WA 98036 Phone: (425) 673 -9850, Fax: (425) 673-9810 www com / steve@seattleasbestostesicom Table 2: Homogeneous Areas SAMPLE LAYER NUMBER H MOGBIEO1J8>u:EAs Gray sandylbrittle material Black asphaltic material with sand Gray hard material with black asphaltic and sand NVLAP LAB COD: 200768-0 AHERA inspector Number. 10304594 Proparty Location 13039 56th Ave. Tukwila, WA 98178 3 Total Homogeneous Areas SAMPLE LOCATIONS Ext wall Roof garage floor SEATTLE ASBESTOS TEST, LLC 19711 Scriber Lake Road, Suite D, Lynnwood, WA 98036 Phone: (425) 673 -9850, Fax: (425) 673 -9810 www.seattleasbestostest.com / steve@seattleasbestostest.com Table 4: Analytical Testing Results SAMPLE NUMBER LAYER 1 2 3 1 1 1 DESCRIPTION Gray sandy/brittle material Black asphaltic material with sand Gray hard material with black asphaltic and sand MATERIAL TYPE M-01 M-02 M-03 NVLAP LAB CODE: 200768 -0 AHERA Inspector Number. 10304594 Property Location 13039 56th Ave. Tukwila, WA 98178 3 Total Layers SAMPLE LOCATION End wall Roof garage floor ASBESTOS TYPE N/A N/A N/A N/A N/A N/A SEATTLE ASBESTOS TEST, LLC 19711 Scriber Lake Road, Suite D, Lynnwood, WA 98036 Phone: (425) 673 -9850, Fax: (425) 673 -9810 www.seattleasbestostest.com / steve@seattleasbestostest.com FLOOR PLAN AND SAMPLING SCHEME Property Location:13039 56th Ave. Tukwila, WA 98178 Batch Number 200969075 Job Number: N/A Date analyzed: 10/9/2009 Samples Taken: 3 1 2 Street Main House Garage 3 Car Port Note: (1) Positive samples in bold face and underlined, (2) Map not exact, not in scale NVLAP ACCREDITATION LAB CODE: 200768 -0 AHERA Inspector Number. 10304594 Property Location 13039 56th Ave. Tukwila, WA 98178 SEO# CLIENT SAMPLE # SAMPLE DESCRIPTION LAB ID A/R 1 1 Seattle Asbestos Test, LLC / 6? . - 2 2 Seattle Asbestos Test, LLC y 3 3 Seattle Asbestos Test, LLC 3 4 An Seattle Asbestos Test, LLC 10!1/2009 5 ,,- Seattle Asbestos Test, LLC 10/2909 6 " Seattle Asbestos Test, 11.0 / 'r' T 7 8 9 10 . 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Print Name 9 .......-- g - ----nati Company Name Date Time SampledSteve ( Fanyao) ?bang Seattle Asbestos Test, LLC / 6? . - Rellnqulshed.Steve (Fad) Mang `� -1 Seattle Asbestos Test, LLC y Delivered'Steve ( Fanyao) Zbang it Seattle Asbestos Test, LLC 3 Received Steve (Fanyao) Zhang An Seattle Asbestos Test, LLC 10!1/2009 Analyzed Weilong tai ,,- Seattle Asbestos Test, LLC 10/2909 ReportedSteve ( Fanyao) Zhang " Seattle Asbestos Test, 11.0 / 'r' T SEATTLE ASBESTOS TEST, LLC 19711 Scriber Lake Road, Suite D, Lynnwood, WA 98036 Tel: (425) 673-9850 Fax: (425) 673 -9810 www.scaWeasbestostest.com Accredited, Experienced, Insured, and Well Managed! Client: Thomas Jones Address: Mr. Thomas Jones 13039 56th Ave. Tukwila, WA 98178 Phone: Fax: CHAIN OF CUSTODY ANALYSIS: BULK ASBESTOS TEST POINT COUNT (400) , POINT COUNT (1000) _ __, POINT COUNT (Gravimetric) , Other Email: Job#:N /A Project Loc.:13039 56th Ave. Tukwila, WA 98178 Number of Samples:3 Sample Condition: Good Damaged Severe Damage(Spillage) NVLAP Accredited, 200768-0 Lab Batch#:200969075 Result reporting 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 Test 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. Lab ID Client i D mple Layer Description % Asbestos Fibers Non - Fibrous Components ,� Non - asbestos Fibers 1 1 1 Gray sandy/brittle material None detected Sands, Filler 3 Cellulose 2 2 1 Black asphaltic material with sand None detected Asphalt/binder, Sand 25 Cellulose 3 3 1 Gray hard material with black asphaltic and sand None detected Asphalt/binder, Binder /filler, Sand 2 Cellulose SEATTLE ASBESTOS TEST, LLC Lynnwood Laboratory 19711 Scriber Lake Rd, Suite D, Lynnwood, WA 98036; Tel: 425.673.9850, Fax425.673.9810 Bellevue Laboratory: 12727 Northup Way, Suite 24, Bellevue, WA 98005; Tel: 425.861.1111, Fax: 425.861.1118 Website: hupJ /www.seauleasbestostest.com, E- mail: admain@seattleasbestostest.com Attn.: Mr. Andy Jones Client Andy Jones Address:13039 56th Ave, Tukwila, WA 98178 Email: ajones@viox.com Project 13039 56th Ave, Tukwila, WA 98178 Analyzed by: Shabnam Carman/Weilong Tai ANALYTICAL LABORATORY REPORT PLM by Method EPA/600 /R- 93/116 Tel• 206.251.8416 NVLAP Accreditation Lab Cods 200768-0 Client Job #: N/A Laboratory Batch #: 1 Date Received: 10/7/2009 Samples Received: 3 Date Analyzed: 10/8/2009 Samples Analyzed: 3 Report reviewed by. eve (Fanyao) Zhang, President ACTIVITY NUMBER: D09 - 220 DATE: 10 - - PROJECT NAME: JONES DEMOLITION SITE ADDRESS: 13039 56 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPART ENTS: - 0 1 tS Building Division v b1' JJG j1o' u is Works / Complete ❑ Comments: PLAN REVIEW/ROUTING SLIP � PERMIT COORD COPY. Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete U A/* 10-19 sfri u/. IO-AS-vq Planning Division • Permit Coordinator ❑ DUE DATE: 10-15-09 Not Applicable 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 n Structural Review Required n No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 DATE: DATE: DUE DATE: 11-12-09 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SWOPEEL933L8 SWOPE EXCAVATION & LANDSCAPING CONSTRUCTION CONTRACTOR DEMOLITION EXCAVATION /GRADING 6/28/2007 6/28/2009 REREGISTERED Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 OLD REPUBLIC INS CO YLI263171 08/01/2009 Until Cancelled $12,000.00 10/07/2009 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 LIBERTY NORTHWEST INS CORP BH053618386 03/27/2009 03/27/2010 $1,000,000.00 10/07/2009 Name Role Effective Date Expiration Date SWOPE, MICHAEL KEY PARTNER /MEMBER 10/07/2009 SWOPE, EMILY MARIE PARTNER /MEMBER 10/07/2009 Untitled Page o General /Specialty Contractor A business registered as a construction contractor with L &I 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 Phone Address Suite /Apt. City State Zip County Business Type Parent Company SWOPE EXCAVATION & CNSTRT LLC 2068522395 3201 SW ROXBURY ST SEATTLE WA 98126 KING Limited Liability Company UBI No. 602933757 Status ACTIVE License No. SWOPEEC910PG License Type CONSTRUCTION CONTRACTOR Effective Date 10/7/2009 Expiration Date Suspend Date Specialty 1 GENERAL Specialty 2 UNUSED 10/7/2011 Other Associated Licenses Page 1 of 1 Business Owner Information Bond Information Insurance Information https: // fortress .wa.gov /lni/bbip /Detail.aspx 11/12/2009