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HomeMy WebLinkAboutPermit D99-0004 - Champa Association - New Single Family ResidenceThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D99 -0004 Champa Association 4520 South 122nd Street RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 52 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. City of Tukwila( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 334740 -1205 Address: 4520 S 122 ST Suite No: Location: Category: Type: Zoning: NSFR DEVPERM DEVELOPMENT PERMIT Const Type: Occupancy: Gas /Elec.: UBC: Units: 001 Fire Protection: Setbacks: North: .0 South: . .0•. East: .0 West: Water: TUKWILA Sewer :: SEPTIC ." Wetlands: Slopes: N Contractor License.. No : CHAMPA ASSOCIATION 122XX 46 AV S, TUKWILA WA 98188 CHAMPA ASSOCIATION INC 6 33 AV S, SEATTLE ``WA'98118 WILLIAM FULLER 14920 67 AV SE, SNOHOMISH WA 98296 ***********• k** k****** k************************* kk****** * * * * *k * * * * * *k * * * *kk * * * * * * * *k* Permit Description: CONSTRUCTION OF A NEW 2,928 SO FT SINGLE FAMILY RESIDENCE AND A 576 SO FT ATTACHED GARAGE. PUBLIC WORKS :ACTIVITIES INCLUDE: * * * * ** * * * ** kilt******* k************ ** * *k * * * * * *k* * **k **k ** * * * ** *k* c * * *Jc * * * * * * * * * * * * *** .00CUPANT OWNER ,CONTACT Construction Valuation :. $ 258;388.80 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: me Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant:. N No Size(in):- .00 Flood Control Zone: N Hauling: N Start Time: End; Time: Land Altering: Y Cut: 55 Fill: Landscape. Irrigation: N Moving, Oversized Load: N Start Time End Time Sanitary Side Sewer: Y No Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N * k** k*** k**** k****• k*****k****• k******• k*** k******• k*• k******* * * *•k * *•k * **k * *k * * *** * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ ' •3,478.85 ************************************k******** *h * ** * **k * * • k ** * * ** k k k ** * * * * * * * * **** Permit Center Authorized Signature: 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. S i g n a t u r e : r e: ��- — Date: a ' e.../ -0 Print Name: ____ afai -WI q 4 Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D99 -0004 ISSUED 02/10/2000 08/08/2000 DWELLING 1997 N/A .0 Phone: 206-655-2121 Date: e2 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. City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 334740 -1205 Address: 4520 S 122 ST Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: Contractor License No: DEVELOPMENT PERMIT .0 South: .0 Sewer: SEPTIC Slopes: N Permit Center Authorized Signature:_ Permit No: Status: Issued: Expires: Streams: (206) 431 -3670 D99 -0004 ISSUED 02/10/2000 10/09/2000 Occupancy: DWELLING UBC: 1997 Fire Protection: N/A East: .0 West: .0 OCCUPANT CHAMPA ASSOCIATION 122XX 46 AV S, TUKWILA WA 98188 OWNER CHAMPA ASSOCIATION INC 6560 33 AV S, SEATTLE WA 98118 CONTACT WILLIAM FULLER Phone: 206 - 655 -2121 14920 67 AV SE, SNOHOMISH WA 98296 ******************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * *. Permit Description: CONSTRUCTION OF A NEW 2,928 SQ FT SINGLE FAMILY RESIDENCE AND A 576 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: ACCESS, STORM DRAINAGE, SANITARY SIDE SEWER, 3/4" WATER METER, AND LAND ALTERING. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 258,388.80 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: me Curb Cut/Access/Sidewalk/CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Cut: 55 Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: N Public: N Storm Drainage: Y Street Use: N Water Main Extension: N Private: N Public: N ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 3,503.85 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Lib Date: LVO 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 provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Signature: �, �L Date: _ , ..51,571:000 Print Name : __EitLA _.t2.,_ _LdataQ 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. +vet?11':':.aK` • ....... ,•-...:.., • ,, - . :„...; •. .... •: ! :'. .. , . ..... ,.. ...'... • .... " : ".. .::..:: : .... .... - ...., ; ; :.: ,'..-•- . ..',"...'....,......, ; ,..., .. , ''''''•'• ....'...........:....,.,..., . ‘, , ........... " . . ., . . ..,. . ...... „ ...... , , . , , , ...,,, ... ... . . , ' •': ' ...'''..• ,,.. ....,,., ,.. Address: ,.:..„::::.:-..i...., 't..'......,--.1' .. . '.' '•." ..' • .'.. • '.. .; ':' .:. • • .,...:• .•-..,.........:'... ToiAriv;. , ..;,.... , ......ii . :...,......:.....,-. ..., . -.:.. ..........,........ - ... ':. ParOel #: '334740-1205 • , • : • • Permit No 099-0004 Status: ISSUED Applied 01/06/1999 Issued: 02/10/2000 - VO/A■Pi' )0r .. y ,,, , . ,::::-.NID . ,..,, ...•:tngineered :truss ',drawings and calculations shall bp on s ite., purposeslk 11600rentSosha 11 bear' the seal and'. signature ,:Of.va and aV,6AJab 1 to the building /1 nspectOri, tor In - 4ashtnqedn:CSte4'jOrofeSs Professional Eng i neer, All . wootf ,, td..,reilletn. in placed concrete"''shall be..;.•treateC:Wood, There shall.).ie. no . occupancy,„ of the building(s) until the final inspection., has been cdMiifeted.b.Y the Tukwila-Building Inspector, ,.•, „. •. • II' Temporary erosion control measure t 0.all,be'-AMOlemented as • the first order of:66S.Ane:ss::,:tpprevent:::.SeOlmentation oft- site or into existing storm . 12. CONTRACTOR SHALL NOTIFY PUBLICW UTILTIY INSPECTOR MR.' GREG VILLANUEVA @ (206)433-0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 13. :Hauling over 50 cy shall require.application for a Hauling Permit prior to any ,associated activity. 14, The water met'er box shall be located within a recorded :utility easement at the property line, 15. 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. 16. FROM OCTOBER 1 THROUGH APRIL 30, COVER. ANY SLOPES AND c.TrsrlfPTI Fc. THAT ARF : IV OR STEEPER AND HAVE A VERTICAL RISE CAF 1 0 FEET OR MORE AND WILL: BE UNWORKED;'FOR GREATER TH AN 12 HOURS. DURING THIS TIME PERIOD, :.COVER OR MULCH BOT HER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN �2_DAYS. COVERED MATERIAL. MUST BE STOCKPILED ON SITE AT THE BE' GINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, INSPECT' AND MAINTAIN TEMPORARY EROSION ;PREVENTION AND SEDIMENT. AT LEAST MONTHLY A LL DI,STURBE,D AREAS: OF . THE SITE SHALL BE PERMANENTLY STABILIZED. PRIOR TO'FINAL CONSTRUCTION`. APPROVAL. ITHE PROPERTY OWNER SHALL COMBINE LOTS "40 &-41 OF ' D HILLMANS MEADOW GARDENS w SUB- D ION ` NTO ONE ' PARCEL . A PPLICANT SHALL CONTACT 2 CI.T.Y ' ' OF..TUKWI�LA PERMIT CENTER F OR LOT CONSOLIDAT1014 APPLICATION ,: THE PROPERTYAW.NER SHALL BE _ REQUIRED To PROVIDE 14,04 CUBIC. F EET OF COMPENSATIOI S TORAGE` ON THE' ' .EAST:POR.TION OF' r'C OMBINED,PA10EL } THE COMPENSATION STORAGE REQUI;REMENTHALL ,BF AN :EASEMENT PLACED ON 'THE. NEW PROPERTY, DEED ;t TH OWNER .TO PROVIDE THE CITY OF,,<TUKWILA .PUBLIC WORKS D. EPARTNIENT AN AS BUILT SURVEY OF THE COMPENSATORY ; AREA: iTHE.AS BUILT SUR.VEY,'SHALL BE'"DONE BY A PROFESSION LAND', ,,"URVE LICENSWIN THE STATE. OF WASHINGTON. THE;! SUR,VE"YOR r -SHALL = :PROVIDE STAMPED CALCULATION SHOWING THE OMPENSATORY STORGE AREA HA S. A MINIMUM LIVE VOLUME/ OF V,14O CU B IC FEE,1 1 . 3 iDEVELOPER" SHALL- REQUIRED 'TO; FURNISH' THE CITY; " U T I LITIES �:INSPECTOR WITH SURVEY DATA• "�THAT� L. EQUATES VERTICAL E LEVATIONS , SHOWN ON , THE - PLAN. E >, WITH TH GEODETI, . VEIRTICAL DATUM : !(@( PRIOR TO,.THEi. FINAL INSPECTION TO ASSURE THAT. THE FINISH: FLOOR ELEVATION . IS:y'i,10. MltiM, 1. FOOT ABOVE t : IOQ »PEAR ;FLOOD ELEVATION. ( 100 YEAR FLOOD E LE V. "IN ALLENTOWN f „ 10 x .4 FT`NGVD 1929) HOWEVER PW S TRONGLY RECOMMENDS FINI I ED FLOOR TO BE 2 FT "100.;: YEAR FLOOD ELE1 ATSON,?,.1 , I . I. E. E. fiFF =12.4 FT NGV9:29,',.] ► THE CITY OF TUKW`ILA HAS AN UNDERGROUNDING ORDINANCE FOR A LLY POWER', COMMUNICATI AND' CABLE? LINES. TO,2$E UNDERGROUND PLEASE `CONTACT SEATTLE CITY L I ATi '206 -3L6 `4;278 FORINFORMATION ON THE CLOSEST POWER POLE AVAILABLE, T'O. SERVE YOUR PROPERTY, 20 . ORDINANCE 0777 REQUIRES A WATER CONNECTION CHARGE ,OF $4,16.40 ANQ THE BALANCE OF'aSEWER CONNECTION CHARGES BE PAID IN FULL TO THE p CITY OF TUNILA' r y Project Name/Tenant: eV 4 S _/.1_ ,U �, c 7' --7 Value of C struction: 4. z�� Site Address: UR • LiT 46 ' �'Avc , City State /Zip: i . . la iv yAtr� Tax Parcel Number: �3s#74z - iZas -C 9 Property Owner: C�/14m pil �s.S6C /.4 T/s,'/ - -,-c Phone: (,260 725 -6/f3 Street Address: eS . G6 3' • Are . S City State /Zip: ta+v . fel /P Fax #: Contractor: Phone: Street Address: City State /Zip: Fax #: ALchitect: 1� ?�} ctititkk, (J - 1 L- 6_ &----/z _ Phone zs� �v6 - b /� Z Street Address: /I ei20 G7 I City State /Zip: "f e . 5,,E. ,ca. (4/44 9,i)96 • Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: a s J Contact Person: t /� eiy r O l � k 55~ alai. i Phone: (Vzs) cfa -0/Fv /— . Street Address: �7 y4d - City State /Zip: " S. .5 va/F. tat 11i- p.�z ? 6 *: ZS L6 6 - �� Vac- lava(- . �� Description of work to be done: . - c .S 7 - 72-(7 5 ' i l " , / . w - a / 4 : 7 4 4 4 " 1 . 4 0 . Type of work: New Single- Family Residence ❑ Addition - Single- Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: 2I ❑ Septic (King County Health Dept. approval required - 296 - 4722) Existing Square Footage for Structure: =411IPMEr sq. ft. Dwelling sq. ft. Covered Deck(s) sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Proposed New Square Footage: iZ,5 sq. ft. Dwelling sq. ft. Covered Deck(s) S sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) "For an Accessory dwelling, provide the following: Lot area IS Floor area of principal dwelling Floor area of accessory dwelling " Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. SFPERMIT.DOC 2/13/97 0 4-10 CITY OF TUWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 OR STAFF USE ONLY Single - Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews shall be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut /Access /Sidewalk Cl Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering: 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public 11 Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications which no permit is issued within 180 days following the date of application shall ex- pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Appllcatlop t by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGE T: Signature " g- Date: d 1_ 06 ._9 7 Print name: (R / I o'i A . s n S1 2c./ Phone: ( Fax it: Address: C; S 6 U 3 3C - U Au-p. sb City /State /Zip: t(-(O , Cl ALL SINGLE- FAMILY RESIDENT ■ PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: DRAWINGS PREPARED BY A REGISTERED ARCHITECT OR PROFESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County El ❑ Certificate of water /fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. El El Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9) ❑ El Foundation plan and details El ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ El Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. El ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tfee Permit). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ El If dwelling has a septic tank, and a bedroom or bathroom are added, provide written approval from the King County Health Department or the Tukwila Public Works Department prior to submittal of permit application. El El Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. 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. SI7'l RMIT.DOC 2/13/97 transmit • • C11Y'0E WA -D cf; . . . .TRANSMIT'.' .';..... ,. IF * ' )i)1/4 ******If ic, Iii(****>k**4(******Ii******* TRANSMIT Number: R9800294 IAmount: 25,00 05/31/00 14:56 .... ,,.. , .. , Payment Method: CHECK - 'Notation: ACES FOUR CONST Iriit: KDJ Permit No: D99-0004 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 334740-1205 Site Address: 4520 S 122 ST Total Fees: 3,503,85 This Payment 25.00 Total ALL Pmts: 3,503.85 / Balance: .00 **************************************************************** Account Code Descri pti on Amount 000/345.830 'PLAN CHECK - UTILITY 10.00 000/342.400 INSP FEE - UTILITY 15.00 4746 IWO/ 97,19 TOTAL' ,. 2r>40 .. -.-...--,... -. ,:#*t; . - .4::... ,..-.,... .4-, ic-** ? ._: ...:. ' .„ •,-;::•.-.:-..-:::::, : "•,..::...,„...„.. , ' ' ' ' ' ' ' ' . ' ' ' " ' ' ' ' ' ' ' ''' '"'• ' ' ' ' ' :). ?c 4c...0.4 It ..ie':.: 14*1;iLt::::'iiiiiiiij." :6:02' J::- tii.)1:i,.:','• 9,.?...'../..,1, 9 /.. .9 :.:;.:i[,`.1 •;;:',,•.,...,•...,,:.,,:,,.-:::,..:.-.::':,-;•;,•.'.:':;,.:•.......".,....,,.....,,,. '. 'i( : "• : , ":•"i'..ktis.".ii."6"•,:4:..."‘r:='•".':-.I=1-1".:;P1,,I('••::•:iiiY4.,:i.4.•,..iii-6.--:.:.-:d).ir4N.-r.0:::i:;6:$ D D'',„0, ...• :.........,,:::.:,;...;,,, "":•:...'- ... : ..,:,'..::',.. ...,.;:;.. .•.: 7 .:•;..........: .... :.. ,;:::::::•.:...:;.,....:.:,•;:.:::•,,:.:,,.:,,,!.:.:,:., • ;;;,......!....,,,,:',:::', 1;4;;Ii..:4' 91 014 t ...•:DE tl 0..'44t E VE1.; t) 014 fF, 0 'i: '..; 1)E itii ';':•;,•. :•0,' ::::,":; r- :,...-.'•'::;'),:.: 1 **-1 1%* 11.71,kic**4;14 ***1‘ic4rit *****7111***•,%**11;441%*** R Si e Ad r e 9..« 122 fott1 - Fees 3,475 h1 Pvniertt 2ts4 ...15, • Tot al • ALL Pmt '1 47t3 8 Acco(oll; : Dade:, " oci013136"r_04 4112,; 406 : • 400 . • 4 1:0 is o 2 Apirastisti2p.: 4Q1/,542.400 401/343.405 - '000(3:22. 3.60' A00/341.1330-, De. scr :I at - . , . ••• HLUI .:1) /NS RES H• • . ••. • 1 UTILTV • 0 •,:•"" WRTE.R METER, STATE 100.I .D '1140 .SUR( I4AEtC - STORM DR(-1IN I E E , SME/SSS . • A•• •CONMEC'TX0M • ''"; iNSTF41.1.011014 (DEP) 14Al'Eft',I14$3"PEOTIOMi 'FE E 14t4TEIL- T.UR 1,"."AND Hi-TERING .PERM)::r/ FEE - •1;(4i4L) ,f•11.:f Eli :OM • C HEC 5() Amottnt • 1.8c41.1,5 • 1().,00 10.00 4 5 0 0 15.0.0 20.00 150.00 Q�. : 1464 02/11 9717 TOTAL 2254.15 . I s60`cit . l'el .1 4 i" . '41* . ..• . ... . .. .... . . '' --- '..A'+‘'ii'7. 4 .'i.'.11'1$11 4i: 7 . t , ttt:Y . ? t , ,....„,;,,.•...., -.;••••;,•,,:,,,• . .;k,,*;.A.-4- ‘...-414•14:1C. 1'„,.t," 1 .'.71(.:...::,=‘;!'“ —:•••:L''-;:.:''';::.::::::.:1'.. : Ml.t='.',,.` ,. ic.,,,.,1-F,...•:.;,,,,,,,,..,,,,,,,,,.,..,.. ,-,.. ..: ,.. 2....,:. , ..:......;!:..: , 4.:...,:•: . . , ;::,.. - . , ;..,.:. , :::,.. , ,-.).:;,,,..,..:.:.. '... -:.-,.•: I:: ''....,.: ::.-:..,.,.-,::, ..,..., ,.::, -,..4-:.,:. ..,:,‘,..,....:.•....., ,. .*4.: -. , 1 ( 14 r .. . . .!1:.::s!..''':''...::'.::'-.'':'..'.,;..1'ie;:;;:.k4•.';‘,.;4'.4.,:-,i,:ii...:.;le:4',,.104........c,*:44'..t.:.1...,:l."'..,,,'Y..,.*':',._.'"•7.7,,,..-.,,•-• ,,,,:;:,:'.',,:::*,;'.1-,%.-.:::::.:..•..:-. •:4..i".':; 71: , `;4`,..;--:".'i":;■"f',:ti..-.,Ai*...,ic'l..4‘.:*.;:#::1,..-Ic.',1,:,!,.!,'7.i7-.'.7:,7.'.:!.'i:•••,-,-.. '::.:...-.',' ::.:?:.--.;,:,'',::::::',:::::::':...:' ;,:.. •24.-.; ,::.. 04.:: ar''' ';',':•••:.'.,<-....'..::.':.....;..:.:-. '...':'•'..•:..., -.......-:, ..'. . .,..,, : 44444..,..,:,. A 1p 64Tp ..,. . ... .,.. • . .. ,.. :.. . . . ,.....,..... .. ,', ,-..,-..,. ,,, .. . ...01; 404:Pr-.,.: ,..... -.--ri ... - - 1 . ....:' MP:(4.....'fli',., c",..1.0C't A. II"!".....„:'.'..... ii. L'H ....-....-:-..;',.,...‘,„ . i.; ....'.,.•.::',,,,,..,-....,;:::..,.„ • . ' i4i 11)1''1'...np Y 1:.0!>t1p N T,:;.: '.. ,..0...:41^..'6"0,.....1e-:f...':;1:14..c.i . .5 . ,-......',.::: : - ..H.:•'::;....1. : .: , :..!.. : .......'.. : , : - ,.....,.......... , ,.. , ....,......:: :: :- . : :: - : . .. ::,...',,.:-... ..•.'.:,-..::::.'.....,,„..:-:::::;.;..... r...,. :.,::::.:.: :',..• :::.:....,:....,:.....; y .. ;•••• L c4*t.ait;,.;':4c;.: .f) V:.: l$-.' ...,.': 1.222:;-$17::.•-:' ,...-......;;;:::-. ::';,,.: •„'...:..:,. ,.:......::-...•.:-...,:::,...... .::::•:.' . '.::......-..;,:..,.. :.:.;::... -: .-it-::... ';:,,,•,•-:.. :...., ,'..•,:;:';',..:...-...-.., ,. ..-..', ,,,...,,,.....-..., •.: ......:,'.,,,,....,, .. ...., ,.,...:-,,... ...-:-:,...: ,.-,.- :,..',.% .-........,,,r.o.t ai I. ee'ti ::,•:-: ."—:, -.-, 1 ' • - ?:.; ', , .... - .'i •::•:.',"-.. ..- :..,•,‘..-:,, , :,;,,,..,..,;,,..,. , ,,,,,I,,i,....ts,.;;,1),14,,y.iti.,ioli.,,,,..,..::...;,.,,,,,,,,:::::......:....;: 1...:,..,...);,;..).,.4...::,/,...0::,,....,..:T:ci...iii .....0.Li)2.:„.p.ni**.::, , ,,•.:;:i .- ;.:..:::;::.';'..):',,i,2.2, 4 .1.:..... l . '''':;:;:';'.:':: ''',. - .. -1 .':: . =','::::' , ':;. •'.'!' -.•' ..-; ..,:' * * :* * *:* * * * * 70i,* sit Ile* Ile** * **0.:40 0.**'*:* * * * * * * ** * 4 * * * C 0 s • EibCi v:1 P. :. • - .224.70 • '• • II. • r Or MO I. •••1 !”.• ••••• ■•• •••• •.• • * • • ••• •••• 4. . • „, . 9217 01/07 9717 TOTAL'. 1224.70 Project: iii2 As . SOC Type of Inspection: s r) 1 4 5 , 2 0 s az, j s Date called: 6 Special instructions: Date wanted: a.m. 6-/-- 00 Requester: i i c., Phone: 20G-793-I53G INSPECTION RECORD Retain a copy with permit • INSPECTION NO CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd, #100, Tukwila, WA 98188 000/ PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 0.0.0 y1 D.S. 1 st:4 (&'t 7 4) 4/ Sc/ ('i 14_4 9(;61SA oL 7?) d- Inspector: Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Projec : - . . Type of Inspection: ��' Address: ;' 1"`Jr 0 c /� 11-2-40 Date called: (IS /Oil Spe la�l inst ® ctions: v p OA Z " Date wanted: rjff is 6 00 a.m. 40'0.m. Requ t � (i ff ' 631.41 Ph ne Approved per applicable codes. INSPECTION. RECORD Retain a copy with permit INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • PERMIT NO. .,(206)431 -3670 Corrections required prior to approval.' COMMENTS: CAt4J; SDI .94V—etAZ cot-044J tv _L 4 r, G✓/ �XG 0 tom Tee f44L / ., E rs'',rac,k Inspector: Date: `/ ` f cz) ID $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr ec Asset, Type of pection:r� a Addr ss: s: 5 is s — Date Called: 121/0/0 z SpeQial Instructions: edit,. 1 ...—. _ 3 Ly �:. ts � Date Wanted: / / m. Request . er: Phone 5 , ,5 34_ INSPECTION RECORD Retain a copy with perjit- INSPECTION NO... CITY'OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 PERMIT 1 -3670 Approvedlier applicable codes. .Corrections required prior to approval. COMMENTS: r tec, � \ ovvs sr t)i v P( -girl 2O `', � r� ve YO-k- t pYvv - P4t c1 4a nspectof U c I l �) \) (I - Date: ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: \ I ) y\SVfra4 1 n,n je9w f f'el c't U Ne\ -er 51 rte C Vriuul sfac1 ' cC r S a0c r "19 Vih16-v1,l0PV \ 1 :2`) -De Ove 1l?U‘,r,ihci ►M�,PV ► a S Cl e\ ct-PtDr 4 Yr)w C.U'nw i S fQCe. r i o fii ra lkw v. vapor 1I v'v t'V` w vP v e \po YP y �-' i 1 14 ' S c po r ci 3 M [7 4'P V% G ` 1 l 1 s r -1-0 . k,\\ \ ✓\ W ce.\ 1 \DR t v\c� C e 4nnr cfpyl PYs (4r)rc 1 In tmP*P r' Y Tr 1 hG — 1 ' Y `P v �� V C. [1 lJ c�' 1 1 I CkwaH CV �a4 ‘04r , (A));. t, \AA,, 9 . lie tM 4 ` (0 4- i s- 8 -.- ye w\ rP r1 * IPI rod c ovAp\ -- 4e Project:, / /4 �X/ /Ce-.0 . Ty f /11)4 L Inspection: z_,D6 Add ess J <7-' y�sa o 5 ' Jam 57-- Date Called: - -a Special Instructions: ek ON NA/L/ MO �ITT PORe/4 (� a- AFTPX /NS,. Date Wanted: /� -3 —pa a.m. p.m. Requ . /LL FNLLe �- Ph ne No: \ . Jp lO4P - 53/5/ Inspectorq Q INSPECTION RECORD Retain a copy with permit V7 ."40 PERM INSPECTION NO. Gt CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. corrections required prior to approval. Date: (2 1 6)431 -3670 11 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Projec .. dea Type of Ins a lion; ,q ry Address: *;572 : :* , �2Z � Sr Date Called: / /-,' 1 ez 1 o 4 / '" Special Instructions:! .. ' ,: • y ' 4. 4: ? ( . y/ G..' Date Wanted: — - t Requester: • "'eY ' Phon No• � •V.Zf) a 2 6 J2/5/ I NSPECTION RECORD R etain a copy with permit INSPECTION NO. ITY: OF ;TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. MMENTS: Corrections required prior to approval. 9 Date: iias /2> .00 REINSPECTION FE REQUIRED. prior to Inspection, fee must be aid at 1300 SouthA nter B vd., Suite 1 0, Call to schedule reinspection. (Date: PERMI (206)431 -3670 COMMENTS: ' ) 1- 9 , � ; ft (PC S`tcttrs Y re. (1(.1 are tra `‘ s \0o-}L s t c. es o A G,n r sr c„ 1 r) we si r � 6i( -Pat' c4 ; r weNy 2.) ?0.$ 1 1 ve CO VI eircc 4 1 iv' ..1 OS"i `t-t, V G Inn. G In c •\ —\ 4r) COv\c sfe4 - v rte Y~'ot, r CA k .Y • � . TX'Cr U) (7,0Y" y 1 Si o V e to 1390 Imor% rea (4 s tL L O ( race? AbOr YOk s - et4 c (()slkr rA IA c' 1 CinIt■Nr .P . -fi IC) we 1 ti 4-e) rq r� 1Q • 4 Y \�c — ckAr1 S~1 Gc� Ud1 ` '\ r . �' I �;: � G t rc,��e� wa 'tne r a 1 Ur 4 Project:: ( C I KG VIA a. Type of Inspection: -- i r (v i ( Address: ' Lis 0 S It --— Date called: 9 i0 -02 Special instructions: Date wanted: a.m. P.m. Requester. ----.2, i i Phone: 6300 Southcenter Blvd #100, Tukwila, WA 98188 OGQ r INSPECTION RE t F Retain a copy., with permit INSPECTION NO: PERMIT NO CITY OF TUKWILA BUILDING DIVISION (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. Inspector Date: to- 0 Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ..,..K. uni.w..a�8 vC��ncZ:Y� 3.: �1'. t} Y7SM1.i �!. �. �J li• �. r!: �^ tlJI�YMIt,. v�INLs., � .n�.r3!I'_.is4if1!!./5tL]e!k, COMMENTS: 1 to r r iee,ViP I I\ 00 ce, We( qv\r� ctrq . e 7.) r 'lOr»n+ trGe.Q r <)dr r`eVtn24 - €., s 0J45i C w trl 1, nod' 1ho 0 ) •P(.i1( Vl! rcl 4F i .( q. ip( /4 1 1 y a.) It . c h , vv.( � „n►1 ,--,, If � 0. t\ C`\ Y, Cif` -C% 11 , ` cop . cti— 1\r1 Yti rat t I S 1-94 W e f '( tliAcl 7 II •trOtM 1 4V-P W'A + 4-. S"4 t rW4 1 In 5r l • O aC � t. -r 't Or0U.r,d et4 t c cit' CPSS - Ili h-e , ...c . t,, ki )\44 rre c 1 ► 1,661 I v tN9 atria �i C' ` Y� L, . 1. • Onctort C)tA- "' , rrI u- lQw Project: i( Type of Inspection :'',' —• Address: ' Date called: '_, Special instructions: Date wanted:. s a.m. : p.m. Requester: - Phone: q2. INSPECTION RECORD Retain acopy with permit 4 IN NO. �' . k . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. IWOrrections required prior to approval. Inspector: ')1' Date: 9 Y $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: A : unik. .A V•iYr__ _.. COMMENTS: 17, t 1 e.. ro n_1_ aut`t el a 1C.) -- ?()Si t vC ` -L P w, rc:)te n4:'CA; �"- V( .�rOv1+ �1,6-V" 1 1 L r y Co s r pq LIB' r\ cf' " vs i ( T44.'71.1, rr r1 Gln e. p 41 - Ire) `4 , p ►n`� 0 S I O y I t -}-c) I ` 4n 4o P 4 rn St. O '\ rr G rt I1.\ `' OS)'\`,ye, CUtitn& \ 1,-w, A--e, - C- V)-PQ 1M a VC� n S} `F-e, � nr r- c44- -i nn v\* rrt 'Vt " w.. pp . Lq b� `` 4- 1r d Pr ) 4ot, t e._ , „ ta>^8ser -Yp Yv14r <� Un(Ver r {li' t"'Veyt Ari:f Or u )L)1>z Y1 il I1cc> ve in -t i (eiJ ioti, aq-e INSPECTION RECORD Reta4atcopy,with permit INS NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 Type of Inspection: Date called: INA Special, instructions: Date wanted: a.m. p.m. Requester: Phone: Approved per applicable codes. 4orrections required prior to approval. _ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �. 'Y!.eh.Ye... ul'H6�}¢EUliLkbYl ihYet% . .;i∎L41 s..4Y1•S r,a2N SLAy:.151. -... lStL J �..: ,u�•....r PERMIT NO. (206)431 - 3670.. iN Retain a copy with permit b 9- 0 Go L I PERMIT NO. \ CITY OF .• TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd #100, Tukwila, WA 98188441i (206)431-3670 INSPECTION NO.•;*, Type of Inspection: r v\ei Date Called: Special Instructions:.-2. , • • • • ,.•;;• ' ••• Date Wanted: a.m. P.m. Requester: Phone No: " • • Approved per applicable codes. lat.orrections required prior to approval. COMMENTS: C tr C le -4-0 le^ .Pv I 0 Li» t C ,14) Craver 5 Inspector: P Date: 9, (0... $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: _ ,...2•1:AL. . • . INSPECTION RECORD Retain a copy with permit INSPECTIO NO:'. _; : PE T j yOF. DIVISION , � ' 300' #100, Tukwila, WA 98188 Address: Special instructions: , Type of inspection ! Gi 2-1 v1� 9 - )o-o?. Date Called: Date Wanted: a.m. p.m. Requester: Phone No: pproved per applicable codes: COMMENTS: `. C Onter * e Cp vjn p .+P Date: (206)431 -3670 Corrections required prior to approval. 9 - 10 -0.), L $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at $300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: Pr ct• roper, j Typ of Inspe ion: KO ia-k: - : Address: ,.,. ,'' y ao LP? St called: os h. 16a 'p Special instructions: ermt . in e RI e . )`f Urele(fh c fAA j bIC11 cc'ao « steps up o/ poi st. Date wanted: OcY / i3 a a:rri' Requester ' tai i m il --. Phone:' w mP L.A INSPECTION RECORD' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 5... ..rXl.ir... t•;je•.• '.: _....•l•><YbL�1"•,•...w...'. �'.....n..:I .1'al i r+!:�.kV'r -.re K7L•.... w.,d'9'...8'N • Correctionsrequired prior to approval. (206)431 = 36 COMMENTS: (t) {` t)"Y �� C ?Ah -tit efile.4-1/ cArevt alf441. 5opei) Inspector: L) Date:. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proj t: �:. OA. G "I " SSoC.• J I"fit' � ' Type of Inspe �, �, n AA d ess: r,/ Date called: i 2 1 0 t Special instructions:. K �'f" SO/d oka f a D 1 7°44 5 / 43'1 Date wanted: " 3 a.m. Reques r: . Gilt/ teit Pfq• 0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Receipt No: PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: V►'t`'}t rl r ► V i-p 2 .) y (, 3:) u\ ir. Uor\.c,... Tivvti CA tl1N tee - C r" d Inspector. Date: p , 3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: rOpt1is'b JAIL' 4. ,F.tiEnt9tiai;.visW...i •u :K. :• ,...NS4..L.,dA ts_. 'r....... �._r...... Rti,n .c inspection schedule Needs shift inspection ..c7F4 Approved, without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: j. Permits:. Fire Department Thomas P. Keefe; Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Steven M. Mullet, Mayor Suite 4 # Authorized Signature FINALAPP.FRM ci Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206. 575.4404 • Fax: 206 -S7S -4439 Pro' t• X -'C � ,_ SfJ`'may.'. '. Type of spection: ,a. ifs \' Address Date call rd: Special instructions: d '/ Date wanted: a.m. Reques er:. aC Ph 0e• y,?,5) 377 -r 3y7 Approved per applicable codes. INSPECTION' RECORD Retain' a copy with permit INSPECTION NO. g t CITY OF,TUKWILA' BUILDING . DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)43 -3670 Corrections required prior to approval. COMMENTS: l c `�r -8 r5 V AJAW E? ,4e — :t/47 givRAJ# fe4;,.I D 7.00 REINSPECTION FE REQUIRED. Prr to inspection, fee must be paid at 6300 Southcenter 'Blvd. Suite 100. Call to schedule reinspection. Receipt No: Date: .Al:.eeatiei t.011!iai tQ`$ , rt V SPECTION RECORD 'Retain' a copy with p ermit NSPE ION NO 4 OF'TUKWILA BUILDING DIVISION 00 Southcenter Blvd; #100, Tukwila, WA 9818 PERMIT NO. A_ (206)431 -3670 Type o Inspection: Date called: / _ / 070 ! Date wanted: Requester: .4 /if u(• e a.m. This required prior to approval. COMMENTS: -: fli 2/O T7Pf ex A4S PerC7iD ev ./ O0REINSPECTION"F \REQUIRED. P r to inspection, fee must be paid at 6300 Southcenter Blvd., S ite 100. Call o schedule reinspection. R celp( Dat l 1/ o/ Date: Prpj T of Ins �G.r�fi X tin Ad ress: ' ' . -" SA(): S. lam' ST Date called: [ w o to / S ecial irt3truction itirri „ (,, Date wanted. a. equester: 5 3 / 4 INSPECTION NO. CITY: OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 COMMENTS: ;Approved per applicable codes. prnur s ter., 41) l o% : c r r) ue p 1 t itnc.0'(,�y-- p \U ei l(X'1 t. c . - *`∎e f J Y \1A •• t�'P tlt YP lR ) �.P t1 aff)11'Fit Inspect &: '40„,‘,14- Date: ( t' y !� El $47.00 REINSPECTION �F Prior to inspection, fee must be paid at 6300 Southcenter"B vd., Suite 100. Call to schedule reinspection. Receipt No: Date: . uf. mr; iv` a. wt. iw' Jcw*.•' krr: .l'w�JJsdeuw "_...,.tb:+;:..:is . ._stlhr.,.:. INSPECTION RECORD Retain a copy, with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspector:, y INSPECTION RECORD Retain a copy with permit ■SP.EGTION N O . '' ee ��__ ITY :OF u TUKWILA BUILDING DIVISION .k(1t 300 Southcenter`Blvd, #100, Tukwila, WA 9818 :� PERMIT NO. VvL41 a h (206)431 -3670 (eeoof Ins D tte calied: 1(/ Date wantedw � a.m: p.m. Sp tei (i akead t (0( Repel?? 1 lle t :A per applicable c es. 1Corrections required prior to approval. COMMENTS:; UvI S L r <>Llq� I0y. O lk1 T ra Wl e 5 1 r . a4 -Odor. :e vice rl a a ois�' oh skle d-C ku hs€ ,! s t A t k A T ( V YC Q CCt v ti 4- , PS V.' r JS Drat -Ions ii 11 c. - t ed IN 1;i 1r6 ✓ n GI e eC-\ r, at I t h I t h e . LA.) a I I u \€44 \ VV.S kt C.s 1PQ V1 t' OV er-k— ?Mori SQ. ('A it 6 1 v 0- 2 '-I -0I J $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: j - ) p,ri 44' Ili I4PvnS ) 7 ) 9 64411 no`F c, - n r,ii n ri II ) i15 _. - ,crufo o \00+ h SI CieS C 1.0e4 CV' vo $ rQ4 , b) 7 - Actc► )-ec 0 , cipr 4a iwi \ -)'a'I -\- ` - . . 1 ( 1 0 r . 0 ►n mow» - -e )c-d er io r+ P31n - :(Pf2 _ 53)44 — u ts., � tn,a. (1,n (Arr win rr, (uc,e, \ arc 4 I IAA 1 A L \\ ' S ' ACP - e k a' Wgt1 I tn5.) 1 Iod ∎Oh ' t r , 2.) r 11 A.p s 3 / e k -- Ct pllrnv44/1 3`) Crawl - cI Pp 'roved o ect: T e of Inspection l If� 5 ID-D. ;q Spe Le cial ad = instructions: _ Ca 11 a -K r P. l- D ant d a ri e tiesq P31n - :(Pf2 _ 53)44 INSPECTION REC D Retain a copy with permit INSPECTION 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. R s_ctiv i eir Date: [y 5`0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: I Date: AY/44901e g6S LS AiglatdAKa s .k`.etaFk...wcSAMLt.Vtuxr ...tare, art u r..0 ..r.. J..& wa:5.7wh. 111- 4.e..0 :earrro,:..4a+ = „ _ • ^...t COMMENTS: � ., P lotri.. 10 1--e L4 I, 3 1 1 I O r r h ' 11 - t^ n vn Ie -{"e. ) D) f,r`v. o i 4°t'1't s 2) b 7) t3 : j (Ire 4\ l 04-.S cA rti rt 32) i i� \c rObt/n ` 1- C Vt)w ' ) space, 40 or ■ 1 ' r) t c4k �� eci Y\G i I., 4-o 5i U , 4 4 & W . \- i r.e bI oc\ v-0 t) v\c 3 t-4-� 4 u 1 G .44- °„ V \e.r�,-�,G t r S Yx..r L I ') 411 ,c,-A. U OS.' n \ - \*PV1 ce moved Y- ro w ~fir k.oa11- e aV`r' 11•~_44 - A (1 1010Ck5 O k- 40 Ir1sv'ct1 . LA-6.1,15 INSPECTION NO:. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA' 1 8 Project: A dress:: 5)-o Special instructions: Type of Inspeckioi . rarnt n Date called: 8 g 7 -0l 1 Date wanted: -4•6101) • • • Requester i\ ‘),111c7 Pone:. l� S .10 M 531' Approved per applicable codes. Inspector: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit t.il. .,.e.....r.ftGfi494;± Gtr,'. e�AtaC. 7is�.,' �C; t41'',.. q, �fitee wd�af__ a- 5r,,.. St��adn; 4: rr.: �r:r:;nMia�eett.3',.x ":.,...... •_:11 I PERMIT NO. (206)431 - Corrections required prior to approval. Va./WIT' I Date: 8-d-8-01 COMMENTS: ; .. ,.. i ,) : 1 : b � -� Lt» " Pk) ( 4 4t ran-c- .- .0QPIE 4 a inf6 \ \ , r'oom . Akrir : Addr s ' t — gg 11 : '4 9 _0 4 " A' • 1014 'iv' U. e;k ee "qi , vle ,.) .SeCi Opt:- � lt)thP QviP'tra4tavti C i V- d c t 4 .1 k"0k/1 -Q._ SO?P OA 40 :1)1),n i Uv. ar a l�� , A c + (111p , POQW1 44 COY ti e tr it 6 `_ . 4 r r \`i r s ec 11 U'eA rpox. ,.• <S4ra s Gc,"- 4S c'.A ink) P - 14- t a i • (o.\ .� � . _ �irnvtde IF��-I AC[.P4S _Q _Q ` n �eU l'i • .b.t2 too Project: vY► - Type of Inspection: t Vv tom Ni Addr s ' t — gg 11 : '4 Date called: - 7` 30_0 Special instructions: Date wanted: a.m. Requester: -• Phone: )'9- S- 21ia- 53 -1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. C ITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, -WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 1741:1&: Corrections required prior to approval. Date: 30. 01 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: J r�..ar.�d•.r� & ' t!, ? � oc% _3: nu.: _ rvCiot!,L2l COMMENTS: 1 IrY IM'i ,A 4 Cob L 7 ,) S r� x in('\or- SIG; r5 GH(I 1 c'.t v\ I hr ► s i ‘‘ t„ 2" S y►� R. em l j 1�P s T`f - I oOrS q 4()Ac A - ; TA p 5 . _ 1 , � .� Um el tom; +�1A 04 Ign " / 45, ) Sa-� ei r e15 ^ yve' t 104 .1 by\ t? rCs5 Itl\ Sills _ . (Arc 1;5-} Vt pi In_ 49 - }ttoil VA.. N1 1 . Gal: PN rU.s hryf< „n< or PAC 'rpr5 to46, i t a' Q l a Z ) - V ` .J fk ci' 5 Phone: Project: r. L Type of Inspection: [� Address: 1 .: Date called: i . Special instructions: Date wanted: a.m. p.m. Requester: Phone: INSP CT!ON RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431 -3670 TJ Approved per applicable codes. Corrections required prior to approval. Inspector . Date: 30 _ 0 ) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: r Y�c. �., Jaagi. �. Ja�ir Lti, i1!!<. Mt. wSA*:.l 7n, C. xr. �.. r.. wPr' FSYr, h' �t:.} _.d ^.cfi644 :�, :a?Mt,..n......... _ _ . COMMENTS: 1. J,,Opion: r \) Q rAg yer A C : dress: 1 -1S -- X) ,- — ( -f leice ' ._ ,, s e i .,...,„covvy eel- \on Special instructions: ...„5 / tettnry i g a el I, h at. i/ f g be er efr i 4 ?nA . , / 3 b) - AeP *() 5■0 .p,( 'it' Reckester 4 4) Alr\Q ci1k et,is ( S' or C, c . s. i i '• 1 o C c,"I % n v...,s 1 tp. Vaa ‘ 1 P-, S.) 2- 1`,Af a ";. .5 j i i; 6( n ct 4 i \Dr - , A • )P(' .4 tAA C, tej --,- c) °IA ( 61'1 ) ,A ‘,06w I IS vv. i ss 1 vv (.0 e Rla t cc, t ■ -C`cAr i2 I (0 \)-P 66, ' . ctrode .s-\6o ; c *2... • P oject: 'i i.' "z•- "k't ..., & ili 1. J,,Opion: III tA I : dress: 1 -1S -- X) Special instructions: ...„5 / tettnry i g a el I, h at. i/ f g be er efr i Dieikanteill: / , / a.m. p.m. Reckester Piwne: INSPE CTION RECORD, • Retain a copy with permit INSPECTION NO.. . . : CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, PERMIT NO. (206)431-36 Approved per applicable codes. , Corrections required prior to approval. tnsector Date; $47.00 REINSPECTION FEE REQUIRED; Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Dater *•.' • Pro e , -...ald•- ' , Lds. 4■ ■- a T se of Inspection: I # I 4, I —a .. j e, , . ,, . .. 4 A d ess: 6'0 i 9 ' ' Date call d s.. Special instructions. fth bag Date want. i J a.m. Requesw.. 1 B II ( FLASLQ.J. phom: , 53t4 COMMENTS: . „ ti INSPECTION RECORD • Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. r->-ketts■ S r ne Inc.? c — 1ss s4 p ' Wea-4er a PERMIT NO. (206)431-36)0 - 000 ou -e Inspector: Date: 0 1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project cSOC • ,., Type of Inspection: Address: ISC) ' S: Date called: Special instructions: . 1 r Nwe 4' :00 e ' ^ 1;■A . \ t..t..■AAN .- -7 i.,-,‘ q - c - 0, k it 6, Date wanted: a -7 S - 21 . 7 - 1( :: Requester : ,...„ — %. - A ‘K* ■)\ \.Pr Phone: LUS • 2--kLAD •• 53 INSPECTION RECORD Retaina copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd, #100, Tukwila, WA 9818 000 PERMIT NO. . 3 k tt) 4/ :) Approved per applicable codes. 'Corrections required prior to approval. COMMENTS: `110, Q1 1,e r C A ssoc. -- ‘7) 1c\ct i ipro,( wo■ I fici P s InspectorqW ) ID $47.00 REINSPECTION LEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: r lamy►k G(..ss or. Type of Inspection: 5h� -r cttic f . f I Il Address: ' . '1 Si lea-,a-�'S Date called: 3pd A 1 Special instructions :. , . i`C4() y/?J I �1 3 G(l kt/a, -4. Y`` (,¢ f ,l 1,1 .. / ` S Std Gh �4,tlI ' * Date wanted: . : / D a.m. p.m Request -/ Phone 7.7- 2(06 -S? /LI INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -36 L Approved per applicable codes. Corrections required prior to approval.. COMMENTS: error Sketr (er, a rle l nc i l;hc n er ►racPAX I ei n cilr,,; i J c(1 lPS 0Q r L) C r t)q» tC , ch IRs - kiere ()See e ) Ainfir‘ DOI+ Y1a 'S • c re iDoce �) S (O1 t cm p 4 F ' e ?Y'e) V r l 9a ra , fro tot.)..) vicA Ps I i 7+3 ) 4) T pAive4..y { rPccrc t om. Y 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No; INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Project:. / � Add essi , �S ZO . Special instructions: Type of Inspection: Date called: Date wanted: a.m; p.m. Requester:,1' Phone: ias taf, -621 Approved per applicable COMMENTS: 4)e . . . t5r7(/ me ,t •4 41) iJ ICY Inspector: Date: - / - *7/e) $47.QO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections requiredprior to approval. Project: (h '- Type of Inspection: kiniP Address: „ I YSZO m / 2.2 " 1 $' Date called: . 91,g40/01 Special instructions: Date wanted: a.m. p.m.. Requester: Al 1 r -01 UW" CA Via el--, Phone: i/25- Zeo4-(00 do 0 Retlin a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDIN DIVISION 6300 Southcenter Blvd, #1 00, WA 98188 49APocozi PERMIT NO. (206)431-3670 1 ; Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1// A tklaT-/ e*d211 ) 6X (Axl -0)(„,,D 4 0•Alk, Sly on_ r ivk ' 5 t/1 (Le Z4 f/ 6 5 A, 6 .e.4 (11 c15 fit.) VI. A - /la 144( ra (A* f( I Nag (a/j0 Inspector: 6k1 7 Date: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .2. • NYALAL..- Aft 1.444.k. 6•11101..,. Project: - �[��,_ C. �G�►'h Type of Inspection: ldJ M `tom Address: , ' Date called: 7- 2 , :( Special ihstructions: Vtc , ��526 s I 2_ r12- Q- - . ' "'' Date wanted: a.m. 2p3/ 3 . Requ br o -- Q t � Phone: C ?l - 6Z6O ' n INSPECTION RECORD Retain a copy with permit INSPECTION 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.,. COMMENTS: Utz' d.P -A 41,074 be x cut oket Inspector: Al Date: 7.14-3/0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date; : 00 1 0.44w4," I '. :,.4.42t.div,44$1hp,.., s`r...- m,r4 Project Project: A / Lnamp friS5Ociation Type of Inspection: i . e, e , wafer wa er lin 4, Address: 1 4 5z0 s )22r 1/41 st i vn Date called: ' I 2. 01 Special instructions: Date wanted: 1..1.14 i p.m. Requester: c ) VektKeit.; — " In a v./ n 8 rfti-h e n Phone: 206 -al to - 2.237 r . „ • INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION : 6300 Southcenter Blvd, #100, Tukwila WA 98188 PERMIT NO. (206)431-3670 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: 1/4/60 k1L sLypow. SimAtitl toil il1/41eXtt WW-'. ivp * tivkv-k. t. To T?) • : : uk) ti.M■ e-i4 Liudi-tc.it t.5 ,"? kht-4 • rl P. cdt.i, AtL.k) .tSt 14' c d-pri culZik-e_d*A p -0 4) 2 • e Tv.4-t tr to • it", ( v../ vApt. CJ-ck Inspector: Date: t i ci $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 'r. 10;00, 4et INSPECTION RECORD Retain a copy with permit INSPECTION NO: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �T „ S Aoa-I 6300 Southcenter Blvd, #100;; Tukwila WA 98188 (206)431 -3 Type of Inspect 1: Date called: 1 2rL11r�.. Project:A Address: 4s SO 12:2 e A Special instructions: Date wanted: I Z -2"t -00 Requester: Phone: Approved per applicable codes. COMMENTS: Inspector: Corrections required prior to approval. Date: us. Oc) 0 $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ceit No: Date: Proj ct: ielet , p �1 5socca - 1iwt Type of ns ection: Foy, n a h j''Ciro 011 A dress: 145 0 ,S /2 cS Date called: !l / - 7 - Oc) Special instructions: - le 41 4 /d - /O,3v Da a wanted: Vm1) �1 2o —o D s Re uester: M Phone: 2no - 799 - 7 91 - CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 9818 COMMENTS: Inspector. � "—go Date: 0 _ M 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECOR Retain a copy with permit INSPECTION NO. PERMIT NO. (206)431 -3670 Approved per applicable codes. a Corrections required prior to approval. .fAt iM' wtrl.:. MnxaeJ ..ru.r._...3..... :wA{..,a.... __.... ...... ..,........ :x....r COMMENTS:' cc C...- p,/.'_ ep it r Cd41 - T e of Inspection: AjaT' f(a-n y co ,P r,e -Ato ,, f,A -47 - O ' .S I o ar a tixtnEoe cc. owe ,...., 0 .i7,eoc l 06 g/kg_,it,de 47 '} tixI 7j4- - rel-.4-7ZAS C' )T f x r 7 S o> a.m. p.m. Requester: 4 0 ( 0.4,« • 764 4(4/L (( t7 O r -4 75 76 , - 44r icZ._. (9 A 027 tr•, - / .;.5c) c. 75 . ,IS r' ,e- i/,'E"5 47' _.. /1,e1 " .e,e_c o s I , A4 K( (0 u .c1: :/ t�.1 U SF n-C" 5 4..t i l / L31 -L x1,iiT�' L3€ (- S-� l tJ ..c.,) Project:: (' T e of Inspection: Mt/LSPACi - O ' .S I o ar a Daticalle Special instructions: Date wanted: ----1-.. 1 ,..- CO a.m. p.m. Requester: • INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved, per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 �r T�-- C r req prior to approvai. Ine Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit " INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 7 c' i 6300 Southcenter Blvd, #100, Tukwila, WA 98188 • (206)4313670 . , . . , • , .". PERMIT NO tin‘in4P 4 . Ad Ti z Special instructions:, T 1, wee- Date called: Date wan37 7 Recit t s C r icLe , - A C Phone: El Approved per applicable codes. Corrections required prior to approval. COMMENTS: g.EPALe. 12)(5 aciP h000 .-- )tri . A.50 02 Cortig-Z 4 ;0E- Pge(notic Ato S 1 •4z-c xiD7- , 45e /A/S,4e.-77,97ti lnspj Data,/7/9: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: 3 . Project: \ ,:-':...„. I - yAota 1 Type of Inspection: s n .1" Address: ' ,452. S 122n i Date called: 6 00 Special instructions: .., ' Date wanted: C a.m. b — 8- 00 ii wo Requester: ic& Phone: 206-79.3-153e Receipt No: ISiSPECTION RECORD • , Retain, a copy with permit INsPEcrii* CITY 00 TUKWILA BUILDING DIVItION 6300'Solithtenter Blvd, #100,•fukwi , WA 98188 ApproVed per applicable codes. , 0 Corrections required prior to approval. COMMENTS: 4x • (i 46/ ) . 4.ti si 'vc-44.1 *&i N A/4 aukh p i Ave, #12.)01A-4-1 5h e-t f4 A rger 141.041..ei 4.4 /1/4 cc._ r ;4 IiJ 54zeil Oy od Cteli innizt 44/ Leh /4A 1 .14 f 4/ /yely- OF 4 r(da4 edJ pit4,„,17 Inspector: 6 L) Date: y do El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206)431-3670 INSPECTION RECORD — 7re4in a copy with permit INSPECTION NO PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 .f A . //(1( 1 - is5cattili ort ,Address: I Special instructions: titY1 S Type ocInspection: rr,01 f 1 Date i _ca4ecl: Q Date .wanted: Requestr;,. Phone: 7 993 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • • ) • El $47.00 REINSPECTION FEE REQUIRED. Prior to inspe lion, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: L;et•S:le.. i.1.14,71!;.1.14kk.dle.:2•4`..e &whims:, 0 A4E-mu& 57" c-07eickt..0 • ..cfizAi.4.(s 0-71./ .7 i-i/e_ C 7/ A0'6 ... 0(47 . /.14L• 4AGC f_Ye _4e4> 70 Aez P6VIrSIZZI /A." t.,e4 ce.-6 / /.4 revti&vc-T /9 7C" De TA1.5 frAtlee To fierz4e.. D d/ ,24too,eet Prioject: A _, C rcAM pa f_50C.(0 Type of Inspection: 1 vl -t- tA)ct I 1 (> Date called: • 0-111110) Address: ;._ , s 122nd .5F . Special instructions: ' . Date warged: 4:100. Request , .. 1 sen I ii Phone: Approved.per applicable codes. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 Corrections required prior to approval. Insp Date 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431-3670 to schedule a progress / final inspection • A progress inspection is intended to determine if substantial work has been accomplished since issuance • of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one-time • extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. • In the event you do not call for the above inspection or request and receive an extension prior to June 9, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. May 6, 2002 • William Fuller 14920 67th Avenue SE Snohomish, WA 98296 RE: Permit Application No. 099-0004 4520 South 122nd Street 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 Uniform Building Code and/or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. 099-0004 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 TL/ kw2. A L3 /L /AVG /iE7 L3IL L ,€'A,t B PERM/ T ifoR p',� . P ER PLAN SEAMS UAIDE/Z /-M I/ SE ARE CALLED ac1.7 R S DP * 1. EX / S77 /VG SEAMS : USEL A RE ,DF' PER MI /L. D //V G /NSPEC TO R. DF 2. R EA M ARE Di tnlD ULQ LIKE _ TD LJ/AA/ L- CALL 61..172.5 TD DP :# Z PLANS ' ALSD CALLDLIT SDLLD eLd GK I AI /N iL00/Z it/DULL) : UJ E TD R'E/tId 17E ..: S )L JD BCD LK //J Ff'OM P Li9/1/ S SLaCklillG. /VDT A/E redacted PAY TO THE ORDER OF 0 modified Technical Information Report residential Targeted Drainage X 00 y Mr. Bill Fuller Champa Associates Inc. Residential Family Dwelling Permit Number: D99 -0004 Prepared for: Champa Associates Inc. 6560 33rd Avenue South Seattle, WA. 98118 Prepared by: Deccio Engineering 17217 7 Avenue W. Bothell, WA 98012 (206) 390 -8374 Prepared: October 23, 1999 Revised: December 13, 1999 RECEIVED CITY OF TUKWILA DEC 1 6 1999 PERMIT CENTER INTRODUCTION TIR SECTION 1: TIR SECTION 2: TIR SECTION 3: TIR SECTION 4: TIR SECTION 5: TIR SECTION 6: TIR SECTION 7: TIR SECTION 8: TIR SECTION 9: TIR SECTION 10: List of Figures: Figure 1. Figure 2. Figure 3. Figure 4. Figure 5. Appendix A: Appendix B: CHAMPA ASSOCIATES INC. SINGLE FAMILY DWELLING TABLE OF CONTENTS PROJECT OVERVIEW & BACKGROUND 1 Allentown Drainage Plan Report 1 Dreamcraft Homes Development 1 CONDITIONS AND REQUIREMENTS SUMMARY OFFSITE ANALYSIS 2 FLOOD COMPENSATORY STORAGE CALCULATIONS & DESIGN 5 End Area Volume Calculations 5 Pond Storage Volume Calculations 6 On -site Water Quality 6 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 7 SPECIAL REPORTS AND STUDIES 7 OTHER PERMITS 7 EROSION /SEDIMENTATION CONTROL DESIGN 7 BOND QUANTITIES WORKSHEET, RETENTION / DETENTION FACILITY SUMMARY SHEET AND DECLARATION OF COVENANT 7 MAINTENANCE AND OPERATIONS MANUAL 8 Site Location & Vicinity Map Developed Site Drainage Soils Map USGS Downstream Analysis Map End Area Volume Calculations Sensitive Areas Folio K.C. Flow Control Application Map �.i Page City of Tukwila "Public Works Comment Letter" JRR Engineering Correspondence & Flood Storage Calculation Sheets Erosion Control Notes Filter Fabric Fence Details INTRODUCTION This report has been prepared at the request of the Champa Associates in pursuit of a Single Family Residential Development Permit No D99 -0004. The property consists of two Lots 40 & 41 with a total area of 11,783 sf located at the intersection of South 122nd Street and 46th Avenue South in Tukwila, WA. in King County. (Lots 40 & 41, of the C.D. Hillmans Meadow Gardens Sub - Division.) This report is a "Targeted Drainage Review" and addresses the "Targeted" Core Requirements 1 through 7 (Section 1.2.1 - 1.2.7) and Special Requirements of the 1998 King County Surface Water Design Manual (KCSWM) per requirements of the City of Tukwila for final approval. TIR SECTION 1: PROJECT OVERVIEW AND BACKGROUND The site is 0.27 acres in size and consists of Lots 40 & 41 and is located on the north -west corner of the intersection of South 122nd Street and 46th Avenue South in Tukwila, WA. The site is zoned for single family dwelling. (Figure: 1 Site Location & Vicinity Map) The project consists of the construction of a single family dwelling and driveway on Lot 40 and yard with drainage on Lot 41.The site is currently undeveloped and contains grass and brush. The.existing runoff is basically limited to the site itself. The 0.27 acre site is surrounded by streets on two sides which intercepts any runoff from the east and south. The lots on the north and west sides of the site have approved drainage plans which eliminates any runoff from the side and back of the site. The site is flat with slopes less than one percent which drains towards the east side into an existing ditch along 46th Avenue South. The site soils appear to consistent with Alderwood Gravelly Sandy Loam (AgC) which is Type "C" in SCS hydrologic soil groups. "Allentown Drainage Plan" Report & Analysis In June of 1993 a report titled "Allentown Drainage Plan" Report & Analysis was prepared by HDR Engineering to address the flooding of the Allentown area. The report recommend three alternates to relieve the flooding of the area. All three alternates recommended some sort of storage and pumping to reduce the impact of flooding. To date the report recommendations have not implemented. Dreamcraft Homes Development Lots 40 and 41 are legal lots and part of a larger subdivison, "C.D. Hillmans Meadow Gardens Sub - Division", in Allentown which included 26 lots being developed with single family dwellings by Dreamcraft Homes. Dreamcraft Homes and JRR Engineering worked extensively with the City of Tukwila to come to an agreement to address the flooding issues. Because the lots in this area are legal lots and grandfathered in, no detention was required. The recommendations of the "Allentown Drainage Plan" were never implemented, so Dreamcraft Homes did not provide pumping of the stormwater as recommended in "Allentown Drainage Plan ". However, the City of Tukwila required Dreamcraft Homes to provide flood relief with on -site compensatory storage of the 100 year flood event. This was required to mitigate the loss of flood storage due to the displacement of storage volumes from the foundations of the homes. (See JRR Engineering correspondence and calculation sheets Appendix B) Deccio Engineering Technical Information Report Champa Associates Page 1 . , .' lc�:•l }:I Y'e5.t.'F��a;(i �.'tya4•r ✓xxx:�veym,tr.��aa TIR SECTION 2: CONDITIONS AND REQUIREMENTS SUMMARY In conversations and correspondence with the City of Tukwila, the requirements for approval for the Champa Property were discussed pertaining to site engineering issues which have been addressed in the Site Improvements Plans and this report. In Appendix B is the "Public Works Department Comment" letter dated May 11, 1999, for Champa New SFR, under Item 2, the reviewer requires the following: " Your storm drainage plan shall be prepared by a licensed civil engineer in accordance with closed depression and pump station per King County Surface Water Design Manuel." The construction of a pump station to serve one individual lot when no other pump stations exist in the area is not practical and is not recommended. Nearly 2,000 feet of force main would be required to be constructed on city right -of -way. These pump systems tend to loose power at critical times and during heavy rainstorms which also cause the flooding for which the system was designed to pump. The maintenance issues and chances of the force main being damaged or cut causing washouts to the roadway are very real issues and the County only allows using mechanical systems for storm water as a last resort. However, the King County SWWM Manual allows on -site storage of stormwater as a method of mitigation, which is the same method Dreamcraft Homes was required to provide for it's 26 lots. Therefore the storm drainage design for the Champa site will incorporate the following requirements: • Lots 40 and 41 are legal lots, part of the "C.D. Hillmans Meadow Gardens Sub- Division" and are exempt from detention. However, The site lies with-in the 100 -year flood plain and Lots 40 and 41 will follow the compensatory storage required for the Dreamcraft Homes Development. • The compensatory flood storage is based on the 100 -year, 7 -day storm event which is 7.3 inches. • The building department does not allow the use of the crawl areas under homes to serve as flood storage. Therefore flood storage will be provided on Lot 41 as part of the lawnscaping of the lawn. • The finished floor elevations of the homes will be 1 to 2 feet above the 100 -year flood level per comment Item 3 of the Public Works Department Letter. TIR SECTION 3: OFFSITE ANALYSIS A "Level 1 Downstream Analysis" which includes a field inspection of the property and surrounding area was performed on October 12, 1999. The weather was clear and warm. (Figure 4: "Downstream Analysis Map ") The project site is located in the Lower Green River Basin a sub -basin of the Puget Sound Basin. Segment 1: On -site The existing runoff is basically limited to the site itself. The 0.27 acre site is surrounded by streets on two sides and lots on the other two side which intercepts any offsite runoff. The site is flat with slopes less than one percent which drains towards the east side and discharges into an existing ditch along 46th Avenue South. Deccio Engineering Technical Information Report Champa Associates Page 2. • s '•4 rt'th • • Segment 2: Off-site runoff The water from the site flows north along 46th Avenue South in a roadside ditch for a distance of 720 feet then turns and flows north-west along 44th Place So. a distance of 1,100 feet before discharging into the Green River. • Conclusions of Downstream Analysis: • The Allentown area is known to have flooding problems. The project proposes to mitigate the site development by providing on-site compensatory storage of the 100-year 7-day storm event Review of Resources Green River Basin Plan The property belongs to the Duwamish River Basin as sub-basin of Duwamish River. • No adopted basin plan. Basin Reconnaissance Summary Reports • N/A Critical Drainage Area • Property not affected Floodplain/Floodway Maps FEMA FIRM Map • Property is affected. Sensitive Areas Folio • Wetlands Property: Not affected. • 100-Year Floodplains: Property is affected. • Erosion Hazard Areas: Property not affected. • Landslide Hazard Areas: Property not affected. • Seismic Hazard Area: Property not affected. • Migrating Rivers Studies: Unknown SWM Division Drainage Investigation Section Problem Maps Complaint # Detail of Problems Action • Consistent flooding of the area. . Compensatory Flood Storage Required. Deccio Engineering Champa Associates Technical Information Report Page 3. E vidence of Existing and Predicted Problems a& of capacity or constrictions in the existing drainage system. On-site: No evidence of any problem. Off-site: Parts of ditches are not maintained, heavily vegetated mid over grown grass Overtopping. Scouring. Bank. Sloughing of Sedimentation • On-site. No evidence of any problem. • Off-site: No indications of overtopping noted during normal conditions. Flooding etc. • Flooding occurs on a regular bases during high flows in the Green River when the ditches back gnificant Destruction of Aquatic Habitat or Organisms Not applicable Deccio Engineering Champa Associates Technical Information Report Page 4. STATION AREA SF DISTANCE & (notes) VOLUME CALC VOLUME 0 +00 0.0 St (at S -Prop Line) 30 ft 0 +30 17.3 sf (Area #3) (0 sf + 17.3 sf) %2 x 30 = 259.5 CF '/ 24ft 0 +54 16.0 sf (Area #2) (16 sf + 17.3 sf)' /2 x 24= 399.6 CF ' 28 ft r 0 +82 16.0 sf (Area #1) (16 sf + 16 sf) %2 x 28 = 448.0 CF 37 ft 1 +19 0.0 sf (at N -Prop Line) (16 sf + 0 sf) %2 x 37 = 296.0 CF / TOTAL STORAGE VOLUME REQUIRED: L403.1 CF ../ TIR SECTION 4: FLOOD COMPENSATORY STORAGE CALCULATIONS AND DESIGN (Revised 12/13/99 To included End Area Volume Calculations) End Area Volume Background In a conversation with Michael Cusick P.E. engineer for the City of Tukwila, the City is requesting that the calculations in the Technical Information Report be revised to provide Compensatory storage based on the changes to the site below elevation 10.4 feet for the construction of the new home. The site consists of two Lots 40 and 41. The house, with patio and driveway improvements, will sit on Lot 40 while the front yard with the pond providing compensatory storage will sit on Lot 41. (See Figure 5: "End Area Volume Calculations ") End Area Volume Calculations: A total of three cross - sections were cut through the property. The End Areas located at the property lines are considered zero square feet since the existing and proposed contours are the same. End Area Volume Calculations Conclusions: The project proposes to mitigate this compensatory storage volume by providing a pond on Lot 41. In calculations listed below a total of 1,500 cf of storage was provide using a rainfall level of 7.3 inches for the 100 year, 7 -day storm event. This storage capacity of 1,500 cf is greater than the 1,403 cf required under the End Area Volume Calculations. Therefore the proposed pond is adequate. End Area Volume Calculations Results: ■ Compensatory Storage Volume Required: ■ Compensatory Storage Volume Provided: Additional Storage Provided: Deccio Engineering Champa Associates Table 1 COMPENSATORY END AREA VOLUME CALCULATIONS 1,403 cf :From End Area Vol Calcs Above 1,500 cf :From 100 -yr, 7 -day Calcs Below 97 cf :Therefore pond size is ok Technical Information Report Page 5 STORAGE VOLUME CALCULATIONS The project proposes to mitigate the site development improvements by providing on -site compensatory storage. Under the End Area Volume calculations required compensatory storage volume is 1,403 cu -ft. Additional Storage Provided: (Refer to Figure 2 "Developed Site Drainage ") Lot 41 will contain the compensatory flood storage required for the site improvements. It will include a shallow depression with an 6" CMP pipe which will discharge to the existing roadway ditch located along 46th Avenue South. The actual storage volume supplied is as follows: Actual Storage Supplied = L x Wt + Wd x D 2 Where: Conclusion of Flood Storage Analysis L = 50 feet :Length of Pond Wt = 30 feet :Top Width of Pond Wd = 10 feet :Bottom Width of Pond D = 1.5 feet :Average Depth of Pond Actual Storage Supplied = 50ft x (30ft + 10ft) x 1.5ft 2 Actual Storage Supplied = 1,500 cubic feet of storage Compensatory Flood Storage Facility • Type of Facility: Pond • Pond Length: 50.0 ft • Pond Width: 30.0 ft (top width) ► Effective Storage Depth: 1.5 ft • Side Slopes: 10 to 1 • Storage Volume Req'd: 966 cu. -ft • Storage Volume Supplied: 1,500 cu. -ft ► Factor of Safety Req'd: 1.55 • Bottom of Pond Elev: 7.5 ft ► Top of Pond Elev: 9.0 ft On -Site W.iter Quality: According to Section 1.2 of the 1998 King County SWM Manual, projects with less than 5,000 sf of new impervious areas subject to vehicular traffic are exempt from water quality standards. The site contains only 640 sf of new pavement therefore the site is exempt for water quality. Deccio Engineering Technical Information Report Champa Associates Page 6 ► Limited Construction Season Catch Basin Protection ►': Filter fabric fences TIR SECTION 5: CONVEYANCE SYSTEM ANALYSIS AND .DESIGN h e 6 inch outlet pipe from the pond to the ditch only serves as an equalizer pipe with no real flows herefore no pipe capacity calculations are required for the piping. TIR . SECTION 6: SPECIAL REPORTS AND STUDIES TIR . SECTION 7: OTHER PERMITS N ot applicable T IR "SECTION 8: EROSION /SEDIMENTATION CONTROL ANALYSIS AND DESIGN T he site is less than one -third acre in size and will only required minimal erosion protection. The proposed project erosion and sedimentation control plans will include the following measures to limit adverse impact upon off -site drainage system: TIR SECTION 9: BOND QUANTITIES WORKSHEET, RETENTION / DETENTION FACILITY SUMMARY SHEET AND DECLARATION OF COVENANT Bond Quantities Worksheet: Not Applicable Retention/Detention Facility Summaryy sheet and Declaration of Covenant: Not Applicable Deccio Engineering Champa Associates Technical Information Report Page 7. TIR SECTION 10: MAINTENANCE AND OPERATIONS MANUAL Maintenance of all proposed drainage facilities is the responsibility of the property owner. The maintenance requirements are according to 1998 KCSWM Appendix A, "Privately Maintained Drainage Facilities" and include: Conveyance Systems (Pipes & Ditches) Maintenance Component Defect Sediment and Debris Vegetation Damaged Open Ditches Trash and Debris Sediment Vegetation Side Slopes Erosion Conditions When Maintenance Results Expected When is Needed Maintenance is Performed Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation that reduces free movement of water through pipes. Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Accumulated sediment that exceeds 20% of the design depth. Vegetation that reduces free movement of water through ditches. Eroded damage over 2 inches deep where cause of damage is still present or where there is potential for continued erosion. Pipe cleaned of all sediment and debris. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Any dent that decreases the cross- Pipe repaired or replaced. section area of pipe by more than 20 %. Trash and debris exceeds 1 cubic Trash and debris cleared from foot per 1,000 square feet of ditch ditches. and slopes. Ditch cleaned/flushed of all sediment and debris so that matches design. Water flows freely through ditches. Slopes should be stabilized by using appropriate erosion control measure(s): e.g., rock reinforcement, planting of grass, compaction. Deccio Engineering Technical L formation .Report Champa Associates Page 8 Defect ; Conditions When Maintenance is Needed Weeds growing in more than 20% of the landscaped area (trees and shrubs only): Any presence of poison ivy or . other poisonous vegetation. Paper, can, bottles, totaling more than 1 cubic foot within a landscaped area (trees and shrubs only) of 1,000 square feet. Limbs or parts of trees or shrubs that are split or broken which affect more than 25% of the total foliage of the tree or shrub. Trees or shrubs that have been blown down or knocked over. Trees or shrubs which are not adequately supported or are leaning over, causing exposure of the. roots. Results Expected When Maintenance is Performed Weeds present in Tess than 5% of . the landscaped area. No poisonous vegetation present in a landscaped area. Area clear of litter. Trees and shrubs with less than 5% of the total foliage with split or broken limbs: Tree or shrub in place and . adequately supported;' remove any dead or diseased trees. Deccio Engineering Technical Information Report Champa Associates Page 9, Maintenance Component General Defect Conditions When Maintenance is Results Expected When Needed Maintenance is Performed Trash and Debris (Includes Sediment) Structural Damage to Frame and/or • Top Slab Cracks in Basin Walls/Bottom Trash or debris of more than 'A cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of basin by more than 10 %. Trash or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert of the lowest pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors that would cause complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume. Corner of frame extends more than 3/4 inch past curb face into the street (if applicable). Top slab has holes larger than 2 square inches or cracks wider than ''A inch (intent is to make sure all material is running into the basin). Frame not sitting flush on top slab, i.e., separation of not more than 3/4 inch of the frame from the top slab. Cracks wider than 'A inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Cracks wider than %2 inch and longer than 1 foot.at the joint of any inlet/outlet pipe or any evidence of soil particles entering catch basin through cracks. No trash or debris located immediately in front of catch basin opening. No trash or debris in the catch basin. Inlet and outlet pipes free of trash or debris. No dead animals or vegetation present within the catch basin. No condition present which would attract or support the breeding of insects or rodents. Frame is even with curb. Top slab is free of holes and cracks. Frame is sitting flush on top slab. Basin replaced or repaired to design standards. No cracks more than ' 'A inch wide at the joint of inlet/outlet pipe. Deccio Engineering Technical Information Report Champa Associates Page 10. Catch Basin Cover Maintenance. Defect Component Ladder Metal Grates (if applicable) Settlement/ Misalignment Fire Hazard Locking Mechanism Not Working Cover Difficult to Remove Damaged or Missing Conditions When Maintenance is Needed Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. Presence of chemicals such as natural gas, oil, and gasoline. Pollution Non- flammable chemicals of more than 1/2 cubic foot per three feet of basin length. Cover Not in Place Cover is missing or only partially in place. Any open catch basin requires maintenance. Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame have less than %z inch of thread. One maintenance person cannot remove lid after applying 80 lbs. of lift; intent is keep cover from sealing off access to maintenance. Ladder Rungs Ladder is unsafe due to missing rungs, Unsafe misalignment, rust, cracks, or sharp edges. Grate with opening wider than 7/8 inch. Trash and Debris Trash and debris that is blocking more than 20% of grate surface. Grate missing or broken member(s) of the grate. Results Expected When Maintenance is Performed Basin replaced or repaired to design standards. No flammable chemicals present. No pollution present other than surface film. Catch basin cover is closed. Mechanism opens with proper tools. Cover can be removed by one maintenance person. Ladder meets design standards . and allows maintenance person safe access. Grate openings meet design standards. Grate free of trash and debris. Grate is in place and meets design standards. Deccio Engineering Technical Information Report Champa Associates Page 1 1 ure ure 2. Developed Site Drain age Ure 3. Soils Map ure 4. USGS Downstream Analysis M ure 5. End Area Volume Calculations :; O 32ND 46111 - AY" tr 6TH Itir ?Ill 171 __s 01'11 12 AV A'11414, *a • atj I.-. ..... -• SITE LOCATION & VICINITY MAP. site plan flood relief pond survey M ■ • t3iII •• I Pi Hospital I• 17'30" 1 640 000 FEET Iit& ,• 1� ... • itin.1leignt� !:'• • • 1 018) , u l,l. , • i l•. •.•• 1)I '1 l :1 1111 11 • 1 McVan• W e9 SITE LOCATION River to • I I• 152 :11:11 . 22 �f ..._.............. / AkF ukwi a� Tukwi n Sett Ur • City Hall • River Radi. T • ii 27 11 . , • oz'-. 1I - W2 • ,.<: �; .. it . it � I Y I � „ -/ .. • SEATTLE P.O. 9 MI. 1 COI C- -- ) SHEET NO. 10 KING COUNTY AREA, WASHINGTON • `•'•" (DES'MOINRS QUADRANGLE) ' • 122 °15' 47 °30' 180 000 FEET ri 0 0 ti W 27'30" FIGURE 3 SOILS MAP Printed from TOPOI 01997 Wildflower wer Production, (www:topo.com) *WINO FIGURE 4 USGS DOWNSTREAM ANALYSIS MAP 11 X 17 PAINTED ON NO. 1000H CIEAR►RINT• champa signle family decolo engineering APPROVED BY: Deccio Engii END AREA VOLUME CALCt •o J0 xiZ' W l o e "reeA y + D X Zy' Z y � 16- Sr A2e4 * 2 = 0 � + 0 X29` p 3 . = 16 � 5F- 11 ' AR—Pa -3 = 01 X Z 942 a to / 1 16 1 = 17 3 sF )(is/ Go-co I 0 6rZ0 e - Hou5c Fou.r'4TIO• lo' 2o' 30 Sicriom A -A SrA ot $z ENO AREA IJJ1. I, a 10. SEGTIo 4 8— ST,4 0 +Sy ENO j2F..4 Urn. = /Dgiuctthcpe/ 6A4? 6)!/ ARE 03 S1,4a 10 2 °` 30' SECriou G- C S; w 0 +30 Exit 4.e. F A aoc. f/ ERr' I ! ` • 1 -IDer f " _ /p o yr' 1 9 0 yo ' £Lev 1 ELEJ io RECEIVED Figure 5. End Area Volume Calct¢ 199 2- TUKW CHAMPA SINGLE FAMILY RESIDE ARKS SCALE: / " 20 DATE: 1Z- /Z - A PPROVED BY: Deccio Engineering END AREA VOLUME CALCULATIONS DRAWN BY R A D REVISED DP # D99 -0004 • j -•• e .4 .si Hazard • rrr.'"fMtr: t.7 rit,;* 7 V.••••■■•, 01 . • •■•■ Duwamis • .).;.!2; k • • •• • .• •;• • ;,••• SITE LOCATION •,* • • • . • • •.■ . „ • . • t..L. • .‘•; . •• 1' • . " . ' 'i . I.. ..0 '.(t ..- — - - 7 "i-:. •\ • •;-- ■.:1,_:::„..:_•,•••" i-• •• . • "..; . 1. 1 ...1 L *, ..,,: ..;, .. "... . .: ..' •• ' .-.' .' ' V' . • • 0 I . ''" r I r‘• k - :".: . .. , ',.... . ...., . .,. ,"...,,,..,.....,..„ ..,,,,ii. . . ...•:. -,...-,! -• - • .\ , •.„.... •\,..._,.....,..,........4).st...t.1 vi • .• .- .. . ....77. ---''''' - ' 7 .•. •.• .. . , , , ... • ... . ....... i ,. .. .• . , •• i.4.1 r . ,. 1 .• .,•••:„,..,..•. . ••._ • ,.., „......„,-. :11 A . , • . _! _ ,;• ...,. ....., , • ' . I • . . ..1 t It . .. .., s ..j r . C . /... .. ,..„....../. 7. .. • •"....., :.: ; •.:. • .•.1. ...,.a., : .s■ i k ••• - ' 'r-_ • 1:.,„...• --,-- 4: ::_:........ - 1 . •../f ;r ., \V...•:< - .;-•,. Landslide Hazard Areas .,......;'.'...; \ ....A.f' ...:i.... ‘ ... - ' - u, .., :. ---,-.,i.. -) • ,t'''''.: I. 7 f• { ,.'...t.. ://..-1 ; - .. 4-. .1.... . N « , • 1-;.•:,, •■;••1‘,. L,: I( - • N .• - • I z .:•••••.- • • ) • ( • •■ • .7•11 : 1 I 1.• ••• 1 1 1 • . I • L_ ; I 1,) • vt Li • !. • ..• •-• • 1'1":1t.e2 .1 . . • `WOO' A1•trMr11 J.yoar 1loodplalns extend be- shown on maps. Flood In- Mar's do not always show tho the headwaters of streams. Streams and 100- Year Floodplains • 1 C ` mismammo Class 1 Class 2 (with salmonids) Class 2 (perennial; salmonid IISP I Inrinlnrn,inn.A • _____ w V " :::: . a . ,... _ \ 1 J _. :i ` ; � . 1 Duwamish • '3'4;d:M_%i YSbS' C$ R: FG` J'.• N" d! A'lJtmw.SNax�....w•w..- ......__ - .. __... .. .. . .. ...... 71 :._i,• _....... �. ...i:� 1 i . 5 .f i�r1'�•ti %;.: eFy :A1711: .:\ • b 11b 12b' 4 SITE LOCATION ' _,'a , : 7�•� 1'4 . i : :1 _ r ,,- n Moines •' . Lower Green River! _.�� • 1 ' • ;lams, e:.COPt those with an esb 131:on are Included in the Ii hn•,•r:tury, Tno YclIa,Ids designated "a" have on tha site u, ar" " of ands designated "0" are ,flap• •S, Fish anti Wildlife Service rnJ,t hm�•nfur•,• but their Iota• boon flold verl o yaps In the nunlbcriny co- o Inolvlr1ual u basins. . Washlririt`nn `' VI } i s • - OJT t , • •,. •11 '1 Wetlands Open Whlor ----- Basin Boundaries Sub-basin Boundaries ` 114I i I; _lb • • eec • Duwamish �Z''ti8 :. - •• 97 5 t; l U.� �"tr 12, • •.•SemmemIsh 5b King Coi'tn Flow Control plications Ma _r - "L: - 1... 1 /. E .:./.Y.,: : .; ' . . .. .....,..... ., y/ ASTLE. 1..., ....: ?: . . 1 . • . :,..ir-p,/ :.: r 1 . -.1....! .E•••RENTON • • . •:•• • —\\—'-•:••••• / „Io Y .1( NTY C PIERCE COUNTY • UJ • • • 1, • ■ 'ukw ila "Public Works Comment Letter" orrespondence & Flood Storage Calculation Erosion Control Notes Filter Fabric Fence Details , 'FROM = 7476 ?TOOL I NO 7476 ?M DATE: PROJECT: PERMIT NO.: 3423643 PUBLIC WO t1CS DEPARTMENT COMMENTS May 11, 1999 CHAMPA New SFR D99 -0004 19p°' • 02- 30 j� 1 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 1012S #336 P.02/06 /1. Some portions of Allentown are subject to storm water flooding. This flooding is not due to the Green River over - topping it's banks, but rather to the fact that storm water must be pumped out of Allentown when the river is high or local ponding occurs. There is insufficient pump capacity to remove all storm water during heavy or prolonged rainfall ' events. Excess water accumulates in the lowest parts of Allentown below elevation 10.4 NGVD 1929 datum. A reference FLMA, approved benchmark shall be used by a licensed land surveyor to determine elevations of your site. 2. On your site plan please show existing and proposed topography using 2 -ft contours. National Geodetic Vertical Datum 1929 shall be used as the vertical reference. Show lowest finish floor elevation which shall be a minimum of 1 ft above 100 year flood elevation that is estimated to be 10.4 ft NGVD 1929. Public Works strongly reconimends finish floor elevation to be 2 ft above 100 -year flood elevation, .i.e. 12.4 ft NGVD. Your storm drainage plan shall be prepared by a licensed civil en ineer in accordance witffclose depression and mp station per King Countylurt`ace Water llo si� ^ n Manual �. 3. Show where your downspouts tie into, if to an active drainage ditch in the Right of Way, please show it on plan. Public Works recommends footing drains due to high water table in the area. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethalyne pipe with smooth interior wall. No ADS flex pipe. Enclosed areas below the lowest floor shall be designed to automatically equalize hydrostatic flood forces. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed areas subject to flooding shall be provided and with the bottom of all openings no higher than one foot above grade. Openings may be equiped with screens, louvers, or other coverings or devices provided that they permit the automatic entry and oxit of floodwaters. You will need to provide compensatory storage for any fill placed below elevation 10.4' NGVD 1929. rj ` C` ' � %' '. Show 122 »d Street and 46'' Ave S. street centerlines, edge of asphalt pavement and any drainage ditches along subject property. how location of existing sanitary 'ewer main and water main, `Show existing sanitaryy sewer stub location and new 4" sanitary side sewer' Show pipe an percent of slope. Show locations of cleanouts and test tee. Show invert elevations at structures and junction. Show location and size of proposed water meter Show location of the nearest existing fire hydrant. Residential driveway width shall be a 10 -ft minimum and 20 ft maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5 feet. The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. For residential driveways a minimum. 12' concrete or ADS N -12 pipe shall be installed under the driveway at the existing drainage ditch location. Allentown sewer connection charges $7,641.90 and water connection charges $4,166.40 apply at the time of permit issuance. The. City of Tukwila has an undergrounding ordinance for all power, communication, and cable lines to be placed underground. Please contact Seattle City Light at 206- 386.4278 for information on the closest power pole available to serve your property City of Tukwila Public Works Department Mr. Phil Fraser, Senior Development Engineer 6300 Southcenter Boulevard Tukwila, WA. 98188 RONALD K. RIACIL, P.E. d.b.a. JRR Engineering 16030 52nd AVENUE WEST EDMONDS, WA. 98026 -4724 Phone. (425) 745- 1766 FAX. (425) 742 -5221 SUBJECT: MATRIX ISSUES, MEETING DISCUSSION JANUARY 28, 1998, CITY REQUEST FOR ADDITIONAL INFORMATION, CONCEPTUAL GRADING, KLINKER CORP.; TUKWILA, WA., JRR # 97 -27 Reference: BIA L96 -007 Dear Mr. Fraser: Than you for meeting with Mr. Kllnker and I regarding the above subject project. 1 have reviewed your matrix and am providing responses and clarification based on discussions at the January 28 meeting as follows: 1./2. Profile of sidewalk fronting 46th Ave. S./Sidewalk to follow slope of ground-line. Response: As we discussed, raising the sidewalk to a minimum of +10,4 will cause drainage problems on the subject site. Drainage from the east side of most of the existing legal lots flows easterly. Placing the sidewalk at +10.4 will act as a dam and not allow the surface water to leave the lots. Because City funded improvements (the road) have been placed below the 100 yr. Flood level it seems a precedent has been set. Solution; Set the east edge of the new sidewalk at +10,0. With a 2% cross slope the west side of the walk will then be at +10.1. Although the proposed solution will cause the sidewalk to be constructed below the estimated 100 year flood elevation of +10.39, this compromise will reduce the likelihood of exacerbating drainage problems and will make the sidewalk final grade very easy to inspect. 3. No ditch along 2/3 ids of 46th Ave. S. fronting development. Response: As we discussed, it is my opinion adequate cover for driveway culverts can not be provided along the entire frontage. Typical cover for stomt drainage pipe is recommended by most manufacturers to be no Tess than 1 foot. Installation of 12" culverts would thus require the invert at Lot 20 to be approximately +8. As +7 is the approximate existing grade south of the south end of the site, about 800 feet, I do not believe the ditch would flow. Solution: Extend the existing ditch to the north side of Proposed Lot 11, with 12" diameter driveway culverts for the two most southerly Private Access Roads. Provide a shallow "V' grading feature between the proposed sidewalk and existing edge of pavement (approximately 15 ft. wide) sloped to the south at .2 %. This surface feature would allow the access points to be constructed without artificial berming and could be constructed at almost twice the slope of suggested ditch. C ArvnUdter0727LO3 dux: bd wiles :e0 666T St 100 TEES c.0L +SZt7 : 'ON BNOHd CHOtila NO8] '60NB air : Wald Ronald K. Riach, PE. i3 ONALD.K. RIAC), P I.b.a. JRR En6iineering RASER'. Page 2 D rain swats on .W skis of development. Solution: ' A typical Flood Relief. Swale detail,has been provi West side Drain swaie: elevation, Response:, As ws discussed, in my opinion the grading feature was extremely flat already. If this flood relief swale was expected to carry minor events away from the site a greater slope would be required. It's proposed function is to act only as a flood relief mechanism and receding flood waters Can be expected to flow to the south and east. No implication is made by the Developer or Engineer that this "swale" will transmit less than extreme events. Solution: A revised north bottom elevation of +9.5 in the Flood Relief Swale has been provided Central drain pipe. Response:: As we discussed, because of grades required to maintain adequate flood storage for the proposed development most downspout collection pipes for the westerly houses would have to be laid on or above, the proposed ground surface to drain to the central pipe. Solution 8" x 4" tees are proposed for Lots 13, 14 and 17. Othe comments; During our meeting I noticed your copy of the most recent plan showed the proposed 12" diameter corrugated metal pipe crossed out with ADS N-12 written in Please note the revised plan of todays date proposes allCMP. It has been my experience that the double walled 'corrugated high density polyethylene pipe, such as ADS N -12 or Hancor Hi Q tend to float. In an area .': where flooding is expected to occur l strongly recommend the City accept pipe which does not exhibit this tendency. Please call should you have any questions or concerns regarding this project. Ci u a►axacnt9127IA3,cloc Sd 16s :80 666T 9T lop Zan irb4+SEt : 'ON SNOHd r1-10 NO6 l '8UNB 62ir' ; 1408d 1. file of si walk fronting 4 th Ave S. ' No profile from which to inspect final grade. Provide profile. Street at constant grade per Bob Oiberson's plan sheets - Use 10.4 EL. constant slope. Provide sidewalk at constant el 10.0 matching recently constructed 46th Ave S. roadway grade. See attached sections ( "Hold 0+10 ft.") 2. S ewalk to fol slope of g and -line. Portion of proposed sidewalk will be under 100 yr. flood plain at south end of 46th Ave S. Provide sidewalk at 10.4 EL. throughout above 100 yr. flood plain. Show typical section; ditch landward to West Edge & Slope to S to cul. to ditch (Balance storage w /ditch ex. under Item See Sections provided by consultant. Provide attached typical section at constant el. matching ex. street grade. See attached typical sections ( "Hold C +10 ft. ") ` 3. 2/3 Ave d ll� No di along rds 46th ronting .. opment, r t)-V%? Lack of ditch along 46th Ave S for 2/3 rds of street will create ponding and wet pavement/some flooding of sidewalk. Provide ditch along 46th Ave S to ex, ditch, including 3 culvert crossings. Slope first driveway to south to eliminate first ditch, if appropriate. Provide sw • e n asphalt driveways and slope to ex. ditch to S. Most S driveway will have culvert. Seco f h driveway srie a ls o piped. Consultant will design. See attached typical driveway /swale section. Consultant to design pipe /ditch/ swale /drain at S end /show on plans. 4. Dr • swale on ' . s a of ,, opment. i l,, f Ma :,,4. U n At r r ; ,, Lack of typical section makes inspection/future maintenance by individual property owners difficult. Provide typical drain Swale section, with t maim. and cautions for 'interactive \ surface flows. rl o a� 7 , :1; S Consultant.will provide rypical474110 section and slopes. This is a "flood relief swale." . Consultant will start at Consultant 9.5 and be below 9.41 lowest point of adjacent development. Consultant to provide this section. 5. We Si. D , 'n s' . e ere a. •n. Drainage swale starts at el 10 at N end vs low el 9.41 adj. props. _ Lower dram ditch beginning el to 9.5 to keep new drain below adjacent low points. to revise plan showing 9.5 el. !6. Cent .' drain pi. . / 1 Central drain doesn't collect roof or pavements Central drain could potentially collect/capture approx. 70% of new impervious surfaces draining to West. add roof drain connects, Stubs to lots 13, 14, & Consultant to 17 to be provided. revise plan Some lots to low, can't showing 3 tees be drained. Kit for lots 13, 14, & Klinker: where 17. ' possible he will tight line roof to central pipe. _ - 1128/98 KIT KLINKER SINGLE FAMILY DEVELOPMENT LAND ALTERING /STORM /FLOOD /SIDEWALK AND OUTSTANDING ISSUES ISS UE 9d WH00:60 666T 9T 1- PROBLEM SUGGESTED SOLUTION DEVELOPER'S RESPONSE COMMENTS Z? S EtLtSct' : 'ON 9NOHd [HOU!a NOd] '80N9 ddf : Wad 1 . file of at walk fronting 4 th Ave S. ' No profile from which to inspect final grade. Provide profile. Street at constant grade per Bob Giberson's plan sheets - Use 10.4 EL. constant slope. Provide sidewalk at constant el 10.0 matching recently constructed 46th Ave S. roadway grade. See attached sections ( "Hold 0+10 ft.") 2. S' ewalk to Portion of Provide sidewalk at See Sections provided _ See attached for slope of proposed sidewalk 10.4 EL. throughout by consultant. Provide typical sections g and -line. will be under 100 above 100 yr. flood attached typical section ( "Hold 6 yr. flood plain at south end of 46th Ave S. , plain. Show typical section; ditch Landward to West Edge & Slope to S to cul. to ditch at constant el. matching ex. street grade. +10 ft. ') (Balance storage w /ditch ex. under Item eix4do, d;411/4 'J 3. No di along Lack of ditch Provide ditch along Provide sw e n See attached 2/3 rds , 46th along 46th Ave S 46th Ave S to ex. asphalt driveways and typical Ave ronting for 2/3 rds of ditch, including 3 slope to ex. ditch to S. driveway / swale d - opment, r, a; ., } street will create ponding and wet culvert crossings. Slope first driveway to Most S driveway will have culvert. S cco & section. Consultant to /1.T-44\ pavement/some south to eliminate first driveway stor also design pipe /ditch/ . flooding of sidewalk. ditch, if appropriate. piped. Consultant will design. swale /drain at S end /show on plans. 4. Dr. , swale on Lack of typical Provide typical drain Consultant ,will provide Consultant to ' . s. .e of section makes swale section, with typical. rniet section provide this ,• opment. inspection/future t mairt. and and slopes. This is a section. nuf ,.,„,:,,.k•,,, I/6 r r maintenance by individual property owners difficult. cautions for interactive surface flows. _ r o . ,-. 7 d ; s;:totS52a "flood relief swale." . 5. WOSt S Drainage swale Lower drain ditch Consultant will start at Consultant to D 'n s' . e starts at el 10 at N beginning el to 9.5 to 9.5 and be below 9.41 revise plan ele a / • n. end vs low el 9.41 keep new drain below lowest point of showing 9.5 el. adj. props. adjacent low points. adjacent development. 6. Cent . drairx PI • . / Central drain doesn't collect Central drain could potentially Stubs to lots 13, 14, & Consultant to 17 to be provided. revise plan � roof or pavements collect/capture approx. '70% of new impervious surfaces Some lots to low, can't showing 3 tees be drained. Kit for lots 13, 14, & Klinker: where 17. draining to West. add roof drain connects, _.-_�_. possible he will tight line roof to central p _____. -.-. :'•4.. r::i'.`.L'..I Yt:•(Y1iSz "£3' "1;'dr..:•.tI O4 6 (. .:+e fl ISSUE 9d WOO 6661 91 100 PROELEM SUGGESTED SOLUTION 1/28/98 KIT KLINK,ER SINGLE FAMILY DEVELOPMENT LAND ALTERING /STORM /FLOOD /SIDEWALK AND OUTSTANDING ISSUES DEVELOPER'S RESPONSE COMMENTS TZZS 20L +SZt' : 'ON 3NOHd [ HJti I b N08 ] '89N9 88f : W08d alITI Fir IMrig tncrAiig. ENGINEERING a PANNING SERVICES 16030 52nd Avenue West • Edmonds, WA 98026.4724 (425) 746.1766 • Fax (4251 742.5221 Project Name- Inc. r m k E t. C P?', 8L )", No •..9 7 ...! .I.02 . 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F s i : .v4-ki ILARL-E_ .pLz)o.t, 446_6_ • UOLA):f.A5. ATLv... Sheet of 7 ProJect Name. 1 N �RR EinggplineeinfiLig ENONEERINq & PIANNINq SERVICES 16030 52nd Avenue West • Edmonds, WA 98026 -4724 (425) 745 -1766 • Fax (425) 74 221 r I U W (1) SGP LE- Co E Co r • OT 5 118.54' N0000'00 il. 1011 S F t � f 1 1 4 1 7 AMA li 1 1 FF 11.4 116.09' N00'00'00 "E Y) N oN ��o� -S 1 Z cf OVA W 1N0 :9 7- EL, •• 9,6s A►e4. =22260 h Vets a1610 E-, E`+ ' Exisil. • C ' Avg. Et. �d A t Prorats. '.5' I >A+eA =14240 5013 173q.c1 Eo 7 ) 3 33 -�- Sheet RECEIVE DFC ?.3 1999 vategi,:ow ADD CARA L07' 2 S =O.3% EXISTIN HOUSE TO REM II TIF OT 14 - 2 ' ..,--12"0 RCP / E. 7.37 75LF 12" RCP DRWY. CULVERT MATCH DITCH GRADES. RCP o 1 ' 16 LF 80 RCP 35 LF 12 RCP 2'17 LF 1 2" PVC 1E. 8.0 7.65. / 1E. 7.'17 r IE. 7.1 • - L, OT 2.6 bfA FLAN ScA1.5. 1-v1- 70-C 7 GENERAL NOTES (1) (9) Datum shall be KCAS unless otherwise approved by the City CITY OF TUKWILA/KING COUNTY STANDARD PLAN NOTES All construction shall be in accordance with the City of Tukwila and King County Road Standards (KCRS), and the City of Tukwila's conditions of approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission, or variation from the above requirements found in these plans. All corrections shall be at no additional cost or liability to the City (2) The design elements within these plans have been reviewed according to the City of Tukwila's Public Works Department. Some elements may have been overlooked or missed by the plan reviewer. Any variance from adopted standards is not allowed unless specifically approved by the City prior to construction. (3) Approval of this road, grading, and drainage plan does not constitute an approval of any other construction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.) (4) Before any construction or development activity, a preconstruction meeting must be held between the City's Inspection Unit, the Applicant, and the Applicant's Construction Representative. (5) A copy of these approved plans must be on the job site whenever construction is in progress. (6) Construction noise shall be limited as per City's Code normally, this is 7 a.m. to 10 p.m. weekdays and 9 a.m. to 10 p.m. on weekends. (7) It shall be the applicant's /contractor's responsibility to obtain all construction easements necessary before initiating off -site work within the road rights -of -way. (8) Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that meet all requirements of the City. (10) Groundwater system construction shall be within a right -of -way or appropriate drainage easement, but not underneath the roadway section. All groundwater systems must be constructed in accordance with Section Bi 3.02 of the APWA Standard Specifications. (11) All utility trenches shall be backftlled and compacted to 95 percent density. (12) Roadway subgrade shall be backfilled and compacted to 95 percent density (WSDOT 2- 06.3). (13) Open cutting of existing roadways is not allowed unless specifically approved by DDES and noted on these approved plans. Any open cut shall be restored in accordance with City Standards. (14) The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contractor. Any work within the traveled right -of -way that may interrupt normal traffic flow shall require at least one flagger for each lane of traffic affected. All sections of the WSDOT Standard Specifications 1 -07.23 - Traffic Control, shall apply. 4 GENERAL NOTES (1) (3) CITY OF TUKWILA/KING COUNTY STANDARD PLAN NOTES All construction shall be in accordance with the City of Tukwila and King County Road Standards (KCRS), and the City of Tukwila's conditions of approval. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission, or variation from the above requirements found in these plans. All corrections shall be at no additional cost or liability to the City (2) The design elements within these plans have been reviewed according to the City of Tukwila's Public Works Department. Some elements may have been overlooked or missed by the plan reviewer. Any variance from adopted standards is not allowed unless specifically approved by the City prior to construction. Approval of this road, grading, and drainage plan does not constitute an approval of any other construction (e.g. domestic water conveyance, sewer conveyance, gas, electrical, etc.) (4) Before any construction or development activity, a preconstruction meeting must be held between the City's Inspection Unit, the Applicant, and the Applicant's Construction Representative. (5) A copy of these approved plans must be on the job site whenever construction is in progress. (6) Construction noise shall be limited as per City's Code normally, this is 7 a.m. to 10 p.m. weekdays and 9 a.m. to 10 p.m. on weekends. (7) It shall be the applicant's /contractor's responsibility to obtain all construction easements necessary before initiating off -site work within the road rights -of -way. (8) Franchised utilities or other installations that are not shown on these approved plans shall not be constructed unless an approved set of plans that meet all requirements of the City. (9) Datum shall be KCAS unless otherwise approved by the City (10) Groundwater system construction shall be within a right -of -way or appropriate drainage easement, but not underneath the roadway section. All groundwater systems must be constructed in accordance with Section Bi 3.02 of the APWA Standard Specifications. (11) All utility trenches shall be backfilled and compacted to 95 percent density. (12) Roadway subgrade shall be backfilled and compacted to 95 percent density (WSDOT 2- 06.3). (13) Open cutting of existing roadways is not allowed unless specifically approved by DDES and noted on these approved plans. Any open cut shalt be restored in accordance with City Standards. (14) The Contractor shall be responsible for providing adequate safeguards, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contractor. Any work within the traveled right -of -way that may interrupt normal traffic flow shall require at least one flagger for each lane of traffic affected. All sections of the WSDOT Standard Specifications 1 -07.23 - Traffic Control, shall apply. w.w. wire.! aXxi2�: iwai. �iaxu4uieAYiD4d&ACtt w,e;.»...: .. .. ._.._. DRAINAGE NOTES (1) Proof of liability insurance shall be submitted to the City prior to the preconstruction meeting. (2) All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with WSDOT 7- 02.3(1). This shall include leveling and compacting the trench bottom, the top of the foundation material, and any required pipe bedding, to a uniform grade so that the entire pipe is supported by a uniformly dense unyielding base. (3) Steel pipe shall be galvanized and have asphalt treatment #1 or better inside and outside. (4) • All drainage structures, such as catch basins and manholes, not located within a traveled roadway or sidewalk, shall have solid locking lids. All drainage structures associated with a permanent retention/detention facility shall have solid locking lids. (5) All catch basin grates shall conform to KCRS drawing numbers 2 -013 ' 2 -018, 2 -019, or 2 -020, which includes the stamping "OUTFALL TO STREAM, DUMP NO POLLUTANTS* and "Property of the City of Tukwila ". (6) All driveway culverts located within City right -of -way shall be of sufficient length to provide a minimum 3:1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections to match the side slope. (Drawing No. 2 -001). (7) Rock for erosion protection of roadway ditches, where required, must be of sound quarry rock, placed to a depth of I foot, and must meet the following specifications: 4 "- 8 "/40 % -70% passing; 2 "- 4" rock/30 % -40% passing; and -2" rock/1 0%-20% passing. Installation shall be in accordance with City Standards (8) Drainage outlets (stub -outs) shall be provided for each individual lot, except for those lots approved for infiltration by the City. Stub -outs shall conform to the following: a) Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free - flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. b) Outlets on each lot shall be located with a five- foot -high, 2' x 4' stake marked 'storm' or "drain'. The stub -out shall extend above surface level, be visible, and be secured to the stake. Pipe material shall conform to underdrain specifications described in KCRS 7.04 and, if non - metallic, the pipe shall contain wire or other acceptable detection. d) Drainage easements are required for drainage systems designed to convey flows through individual lots. e) The applicant/contractor is responsible for coordinating the locations of all stub -out conveyance lines with respect to the utilities (e.g. power, gas, telephone, television). All individual stub -outs shall be privately owned and maintained by the lot home owner. C 'I (3) (5) EROSION /SEDIMENTATION CONTROL NOTES (1) Approval of this erosion/sedimentation control (ESC) plan does not constitute an approval of permanent road or drainage design (e.g. size and location of roads, pipes, restrictors, channels, retention facilities, utilities, etc.). (2) The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant/contractor until all construction is approved. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field prior to construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the applicant/contractor for the duration of construction. (4) The ESC facilities shown on this plan must be constructed in conjunction with all clearing and grading activities, and in such a manner as to ensure that sediment -laden water does not enter the drainage system or violate applicable water standards. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded (e.g. additional sumps, relocation of ditches and silt fences, etc.) as needed for unexpected storm events. (6) The ESC facilities shall be inspected daily by the applicant/contractor and maintained as necessary to ensure their continued functioning. (7) Any area stripped of vegetation, including roadway embankments, where no further work is anticipated for a period of 15 days, shall be immediately stabilized with the approved ESC methods (e.g. seeding, mulching, netting, erosion blankets, etc.). (8) Any area needing ESC measures, not requiring immediate attention, shall be addressed within fifteen (15) days. (9) The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within the 48 hours following a storm event. (10) At no time shall more than one foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. (11) Stabilized construction entrances and wash pads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to ensure that all paved areas are kept clean for the duration of the project. (12) During the time period of November 1 through March 31, all project- disturbed areas greater than 5,000 square feet that are to be left unworked for more than 12 hours shall be covered by one of the following cover measures: mulch, sodding, or plastic covering. (13) Any permanent retention/detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the permanent facility is to function ultimately as an infiltration or dispersion system, the facility shall robe used as a temporary settling basin. No underground detention tanks or vaults shall be used as a temporary settling basin. (14) Where seeding for temporary erosion control is required, fast germinating grasses shall be applied at an ry Pont In 3' by 12' Wendt ING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUA ...FIGURE 5.4.4F FILTER FABRIC FENCE DETAIL Filter Fabric Material SO vAde rolls. 1/se staples or wire rings to attatch fabric kiviire 2' by 2' by 14 ea. Wire Fabric or equiv. 6' Max. • Filter Fabric 2' by ir wood posts. standard or better Of Material • equal alternate: Steel fence posts r bi by 14 Ga. Wire Fabric or equiv. Provide 3/4' - 1.5' washed gravel backfil In trench and on both sides of fitter fence fabric on the surface r by 4' wood post Alt: Steel fence posts December 3, 1999 William Fuller 14920 — 67th Avenue SE Snohomish, WA 98296 City of Tulcwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D99-0004 Champa Residence 46th Avenue S & 122nd Street S Dear Mr. Fuller: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a 'revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or bv a messenger service. If you have any questions, please contact me at (206)431-3672. Sincerely, Brenda Holt Permit Coordinator encl • xc: File No. D99-0004 „ • • ... • ..•. .." • . 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax: (206) 431-3665 • . Name. ELEU. CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Champa Residence South 122n & 46 Ave S File No. D99-0004 Date: 12/2/1999 Reviewer: Michael Cusick, P.E. The City of Tukwila Public Works Department has the following comments regarding your application for the above permit. Please contact me at (206) 433-0179, if you have any questions regarding the following comments. In the City of Tukwila Public Works Department comments memo dated May 11, 1999, you were requested to provide compensatory storage for any fill placed below elevation 10.4, NGVD 1929. The calculations in the technical information report dated October 23, 1999, addresses compensatory storage based on D.O.E. isopluvial rain fall data. Compensatory storage is to be based on the changes to your site below elevation 10.4 for the construction of the new home. Si4, F fru s 14 FLAtaid.. ELe* a 6, PLA 01) ts 11.4. / 212 /1•1 .-Sliee'r. %NO " . ay 12, 1999 William Fuller ;. 14920 67th Avenue SE Snohomish, WA 98296 Dear Mr. Fuller: City of Tukwila Department of Community Development Steve Lancaster, Director CORRECTION LETTER #1 Development Permit Application Number D99 7 0004 Champa Residence 46th Avenue S and 122nd Street This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Division, Fire Department and Public Works Department. At this time, the Planning Division has no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, encl tot& kirce'i Brenda Holt Permit Coordinator xc: File No. D99 -0004 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 DATE: PROJECT: PERMIT NO.: May 11, 1999 CHAMPA New SFR D99 -0004 PUBLIC WORKS DEPARTMENT COMMENTS PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. Some portions of Allentown are subject to storm water flooding. This flooding is not due to the Green River over - topping it's banks, but rather to the fact that storm water must be pumped out of Allentown when the river is high or local ponding occurs. There is insufficient pump capacity to remove all storm water during heavy or prolonged rainfall events. Excess water accumulates in the lowest parts of Allentown below elevation 10.4 NGVD 1929 datum. A reference FEMA approved benchmark shall be used by a licensed land surveyor to determine elevations of your site. 2. On your site plan please show existing and proposed topography using 2 -ft contours. National Geodetic Vertical Datum 1929 shall be used as the vertical reference. Show lowest finish floor elevation which shall be a minimum of 1 ft above 100 year flood elevation that is estimated to be 10.4 ft NGVD 1929. Public Works strongly recommends finish floor elevation to be 2 ft above 100 -year flood elevation, i.e. 12.4 ft NGVD. Your storm drainage plan shall be prepared by a licensed civil engineer in accordance with close depression and pump station per King County Surface Water Design Manual. 3. Show where your downspouts tie into, if to an active drainage ditch in the Right of Way, please show it on plan. Public Works recommends footing drains due to high water table in the area. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethalyne pipe with smooth interior wall. No ADS flex pipe. Enclosed areas below the lowest floor shall be designed to automatically equalize hydrostatic flood forces. A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed areas subject to flooding shall be provided and with the bottom of all openings no higher than one foot above grade. Openings may be equiped with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwaters. You will need to provide compensatory storage for any fill placed below elevation 10.4' NGVD 1929. 4. Show 122' Street and 46` Ave S. street centerlines, edge of asphalt pavement and any drainage ditches along subject property. ( �' how location of the nearest existing fire hydrant. ow location of existing sanitary : sewer main and water main. Show existing sanitary sewer stub location and new 4'.' sanitary side sewer. Show pipe an percent of slope. Show locations of cleanouts and test tee. Show invert elevations at structures and junction. Show location and size of proposed water meter.. Residential driveway width shall be a 10 -ft minimum and 20 ft maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5 feet. The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. For residential driveways a minimum 12' concrete or ADS N -12 pipe shall be installed under the driveway at the existing drainage ditch location. Allentown sewer connection charges $7,641.90 and water connection charges $4,166.40 apply at the time of permit issuance. The City of Tukwila has an undergrounding ordinance for all power, communication, and cable lines to be placed underground. Please contact Seattle City Light at 206 - 386 -4278 for information on the closest power pole available to serve your property . , .7 . 1997 UNIFORM BUILDING CODE C Y4,1%, ,rte ��• ro.. rnx, 5,,>. x. ,.uw!x, *, six' 4FLi£:':. T& w, , + , + ,. g 3$:s' h"f 1K` i1T uF.]. t$'£ f3�X�i: P' p: CitS} N` AS�Cx�L 'bWbkb.l>ti�7Y.!�d`?lStsx.. +w�,. +tr Division IV— CONVENTIONAL LIGHT-FRAME CONSTRUCTION SECTION 2320 — CONVENTIONAL LIGHT-FRAME CONSTRUCTION DESIGN PROVISIONS 2320.1 General. The requirements in this section are intended for conventional light -frame construction. Other methods may be used provided a satisfactory design is submitted showing com- pliance with other provisions of this code. Only the following occupancies may be constructed in accord- ance with this division: 1. One -, two- or three -story buildings housing Group R Occu- pancies. 2. One -story Occupancy Category 4 buildings, as defined in Table 16 -K, when constructed on a slab -on -grade floor. 3. Group U Occupancies. 4. Top -story walls and roofs of Occupancy Category 4 build- ings not exceeding two stories of wood framing. 5. Interior nonload- bearing partitions, ceilings and curtain walls in all occupancies. When total loads exceed those specified in Tables 23- IV-J -1, 23-IV-J-3, and 23- IV -R -I, 23- IV-R -2, 23- IV -R -3, 23- IV-R -4, 23- IV-R -7, 23- IV-R -8, 23- IV-R -9, 23- IV-R -10, 23-IV-R-11 and 23- IV-R -12; 23- VII-R -1, 23- VII-R -3, 23- VII -R -7, 23- VII -R -9, 23- VIII-A, 23- VIII -B, 23- VIII -C, 23- VIII-D, an engineering design shall be provided for the gravity load system. Other approved repetitive wood members may be used in lieu of solid -sawn lumber in conventional construction provided these members comply with the provisions of this code. 2320.2 Design of Portions. When a building of otherwise con- ventional construction contains nonconventional structural ele- ments, those elements shall be designed in accordance with Section 1605.2. 2320.3 Additional Requirements for Conventional Construc- tion in High -wind Areas. Appendix Chapter 23 provisions for conventional construction in high -wind areas shall apply when specifically adopted. 2320.4 Additional Requirements for Conventional Construc- tion in Seismic Zones 0, 1, 2 and 3. 2320.4.1 Braced wall lines. Where the basic wind speed is not greater than 80 miles per hour (mph) (129 km/h), buildings shall be provided with exterior and interior braced wall lines. Spacing shall not exceed 34 feet (10 363 mm) on center in both the longitu- dinal and transverse directions in each story. 2320.4.2 Braced wall lines for high wind. Where the basic wind speed exceeds 80 mph (129 km/h), buildings shall be pro- vided with exterior and interior braced wall lines. Spacing shall not exceed 25 feet (7620 mm) on center in both the longitudinal and transverse directions in each story. EXCEPTION: In one - and two -story Group R, Division 3 build- ings, interior braced wall line spacing may be increased to not more than 34 feet (10 363 mm) on center in order to accommodate one single room per dwelling unit not exceeding 900 square feet (83.6 m The building official may require additional walls to contain braced panels when this exception is used. 2320.4.3 Veneer. Anchored masonry and stone wall veneer shall not exceed 5 inches (127 mm) in thickness and shall conform to the requirements of Chapter 14. 2320.4.4 Lateral force - resisting system. Buildings in Seismic Zone 3 that are not provided with braced wall lines in accordance EXCERPTS FROM CHAPTER 23 with Section 2320.4 or that are of unusual shape as described in Section 2320.5.4 shall have a lateral- force - resisting system de- signed to resist the forces specified in Chapter 16. 2320.5 Additional Requirements for Conventional Construc- tion in Seismic Zone 4. 2320.5.1 Braced wall lines. Buildings shall be provided with exterior and interior braced wall lines. Spacing shall not exceed 25 feet (7620 mm) on center in both the longitudinal and trans- verse directions in each story. EXCEPTION: In one and two -story Group R, Division 3 build- ings, interior braced wall line spacing may be increased to not more than 34 feet (10 363 mm) on center in order to accommodate one single room per dwelling unit not exceeding 900 square feet (83.61 m The building official may require additional walls to contain braced panels when this exception is used. 2320.5.2 Lateral - force - resisting system. When total loads supported on wood framing exceed those specified in Tables 23 -N J -1, 23- IV -J -3, 23- IV -R -1, 23- IV -R -2, 23- IV-R -3, 23- IV-R -4, 23- IV-R -7, 23- IV-R -8, 23- IV -R -9 and 23- IV-R -10, 23- VII -R -1. 23- VII -R -3, 23- VII-R -7, 23- VII-R -9, 23- VIII -A, 23- VIII -B, 23 -VIII-C and 23- VIII -D, an engineering design shall be provided for the lateral- force - resisting system. 2320.5.3 Veneer. Anchored masonry and stone wall veneer shall not exceed 5 inches (127 mm) in thickness, shall conform to the requirements of Chapter 14 and shall not extend above the first story. 2320.5.4 Unusually shaped buildings. When of unusual shape, buildings of Tight -frame construction shall have a lateral- force- resisting system designed to resist the forces specified in Chapter 16. Buildings shall be considered to be of unusual shape when the building official determines that the structure has framing irregu- larities, offsets, split levels or any configuration that creates dis- continuities in the seismic load path and may include one or more of the following. 2320.5.4.1 When exterior braced wall panels, as required by Sec- tion 2320.11.3, are not in one plane vertically from the foundation to the uppermost story in which they are required. EXCEPTION: Floors with cantilevers or setbacks not exceeding four times the nominal depth of the floor joists may support braced wall panels provided: 1. Floor joists are 2 inches by 10 inches (51 mm by 254 mm) or larger and spaced at not more than 16 inches (406 mm) on cen- ter. 2. The ratio of the back span to the cantilever is at least 2 to I. 3. Floor joists at ends of braced wall panels are doubled. 4. A continuous rim joist is connected to ends of all cantilevered joists. The rim joist may be spliced using a metal tie not less than 0.058 inch (1.47 mm) (16 galvanized gage) and 1 inches (38 mm) wide fastened with six 16d nails. 5. Gravity loads carried at the end of cantilevered joists are lim- ited to uniform wall and roof load and the reactions from head- ers having a span of 8 feet (2438 mm) or less, 2320.5.4.2 When a section of floor or roof is not laterally sup- ported by braced wall lines on all edges. EXCEPTION: Portions of roofs or floors which do not support braced wall panels above may extend up to 6 feet (1829 mm) beyond a braced wall line. 2320.5.4.3 When the end of a required braced wall panel extends more than 1 foot (305 mm) over an opening in the wall below. This provision is applicable to braced wall panels offset in plane and to braced wall panels offset out of plane as permitted by Section 2320.5.4.1, exception. 1 -217 &iaCfai::iE`�.,,...i�;F`:�s', amt,' rt: 1. �S�` w`# 1) �'. litnr,S'��G•:.e.`'ei;::,,r;�;: r;;a�.C:�'?'4:f:'.�s'.:..`T' :SFr:`. ..+. „�^^'.�;x_ N'i .2: i , i .0.i �,�, i' t3:$:] vr": �: i;. C: 7;*: 1,!^; !�4'r�."��!TxSii1•!512tfFA'"lt( '1397 UNIFORM BUILDING CODE c 2320.9.4 Particleboard. Where used as structural subflooring or as combined subfloor underlayment, particleboard shall be as set forth in Table 23- II -F -2. 2320.10 Particleboard Underlayment. In accordance with approved recognized standards, particleboard floor underlayment shall conform to Type PBU. Underlayment shall not be less than 1 /4 inch (6.4 mm) in thickness and shall be identified by the grade mark of an approved inspection agency. Underlayment shall be in- stalled in accordance with this code and as recommended by the manufacturer. 2320.11 Wall Framing. 2320.11.1 Size, height and spacing. The size, height and spac- ing of studs shall be in accordance with Table 23 -IV -B except that Utility grade studs shall not be spaced more than 16 inches (406 mm) on center, or support more than a roof and ceiling, or exceed 8 feet (2438 mm) in height for exterior walls and load- bearing walls or 10 feet (3048 mm) for interior nonload- bearing walls. 2320.11.2 Framing details. Studs shall be placed with their wide dimension perpendicular to the wall. Not less than three studs shall be installed at each corner of an exterior wall. EXCEPTION: At corners, a third stud may be omitted through the use of wood spacers or backup cleats of 3 /8- inch -thick (9.5 mm) wood structural panel, 3 /8 -inch (9.5 mm) Type M "Exterior Glue" particle- board, 1- inch -thick (25 mm) lumber or other approved devices that will serve as an adequate backing for the attachment of facing materials. Where fire- resistance ratings or shear values are involved, wood spacers, backup cleats or other devices shall not be used unless specifi- cally approved for such use. Bearing and exterior wall studs shall be capped with double top plates installed to provide overlapping at corners and at intersec- tions with other partitions. End joints in double top plates shall be offset at least 48 inches (2438 mm). EXCEPTION: A single top plate may be used, provided the plate is adequately tied at joints, corners and intersecting walls by at least the equivalent of 3 -inch by 6 -inch (76 mm by 152 mm) by 0.036 -inch- thick (0.9 mm) galvanized steel that is nailed to each wall or segment of wall by six 8d nails or equivalent, provided the rafters, joists or trusses are centered over the studs with a tolerance of no more than 1 inch (25 mm). When bearing studs are spaced at 24 -inch (610 mm) intervals and top plates are less than two 2 -inch by 6 -inch (51 mm by 152 mm) or two 3 -inch by 4 -inch (76 mm by 102 mm) members and when the floor joists, floor trusses or roof trusses which they sup- port are spaced at more than 16 -inch (406 mm) intervals, such joists or trusses shall bear within 5 inches (127 mm) of the studs beneath or a third plate shall be installed. Interior nonbearing partitions may be capped with a single top plate installed to provide overlapping at corners and at intersec- tions with other walls and partitions. The plate shall be continu- ously tied at joints by solid blocking at least 16 inches (406 mm) in length and equal in size to the plate or by 1 /8 -inch by 1 -inch (3.2 mm by 38 mm) metal ties with spliced sections fastened with two 16d nails on each side of the joint. Studs shall have full bearing on a plate or sill not less than 2 in- ches (51 mm) in thickness having a width not less than that of the wall studs. 2320.11.3NBraeing. Braced wall lines shall consist of braced wall panels which meet the requirements for location, type and amount of bracing specified in Table 23- IV -C -1 and are in line or offset from each other by not more than 4 feet (1219 tarn). Braced wall panels shall start at not more than 8 feet (2438 mm) from each end of a braced wall line. All- bra'ced'wa11 panels shall be clearly EXCERPTS FROM CHAPTER 23 indicateroi1 tf plans. Construction of braced wall panels shall be ;,by one of the following methods: • 1. Nominal 1 -inch by 4 -inch (25 mm by 102 mm) continuous diagonal braces let into top and bottom plates and intervening studs, placed at an angle not more than 60 degrees or less than 45 degrees from the horizontal, and attached to the framing in con- formance with Table 23- II -B -1. 2. Wood boards of 5 /g -inch (16 mm) net minimum thickness applied diagonally on studs spaced not over 24 inches (610 mm) on center. ' 3 :3 Wood structural panel sheathing with a thickness not less than 5 /16 inch (7.9 mm) for 16 -inch (406 mm) stud spacing and not less than 3 /8 inch (9.5 mm) for 24 -inch (610 mm) stud spacing in accordance with Tables 23- 1I -A -1 and 23- IV -D -1. 4. Fiberboard sheathing 4 -foot by 8 -foot (1219 mm by 2438 mm) panels not less than 1 /2 inch (13 mm) thick applied vertically on studs spaced not over 16 inches (406 mm) on center when in- stalled in accordance with Section 2315.6 and Table 23 -II -J. •:;) y5.s :Gypsum board [sheathing 1 /2 inch (13 mm) thick by 4 feet (1219 mm) wide, wallboard or veneer base] on studs spaced not over 24 inches (610 mm) on center and nailed at 7 inches (178 mm) on center with nails as required by Table 25 -1. "`6. Particleboard wall sheathing panels where installed in ac- cordance with Table 23-IV-D-2. 7. Portland cement plaster on studs spaced 16 inches (406 mm) on center installed in accordance with Table 25 -1. 8. Hardboard panel siding when installed in accordance with Section 2310.6 and Table 23 -II -C. Method 1 is not permitted in Seismic Zones 2B, 3 and 4. For cripple wall bracing, see Section 2320.11.5. For Methods 2,3; 4, 6, 7 and 8, each braced panel must be at least 48 inches (1219 mm) ins length; covering three stud spaces where studs are spaced 16 inches (406 mm) apart and covering two stud spaces where studs are spaced 24 inches (610 mm) apart. For Method 5, each braced wall panel must be at least 96 inches' (2438 mm) in length when applied to one face of a braced wall '. panel and 48 inches (1219 mm) when applied to both faces. • All vertical joints of panel sheathing shall occur over studs. Horizontal joints shall occur over blocking equal in size to the studding except where waived by the installation requirements for the specific sheathing materials. Braced wall panel sole plates shall be nailed to the floor framing and top plates shall be connected to the framing above in accord- ance with Table 23- 1I -B -1. Sills shall be bolted to the foundation or slab in accordance with Section 1806.6. Where joists are per- pendicular to braced wall lines above, blocking shall be provided under and in line with the braced wall panels. 2320.11.4 Alternate braced wall panels. Any braced wall panel required by Section 2320.11.3 may be replaced by an alter- nate braced wall panel constructed in accordance with the follow- ing: 1. In one -story buildings, each panel shall have a length of not less than 2 feet 8 inches (813 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with 3 /8- inch - minimum- thickness (9.5 mm) plywood sheathing nailed with 8d common or galvanized box nails in accordance with Table 23- II -B -1 and blocked at all plywood edges. Two anchor bolts installed in accordance with Section 1806.6, shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie -down device fastened to the foundation, capable of providing an approved uplift capacity of not Tess than 1,800 pounds (816.5 kg). The tie -down device shall 1 -219 , NO MANUFACTURER FRAME MATERIAL MODEL # SIZE U -VALUE AREA S.F. / X 4-Z. f' /,ti 11 / /NQaLd,$. f/ /N y L _Si.- /0 EI< J ° 3 ( ' 7 7- 2 / r /r I 1 53 c_ / o e R.. ! d 3 d r 2►- 3 '' " It S LID e-� '9- `s / g- 5- (o i, /, ,, Sci0c ,_ , 1._.° 30 / Z PLi/ Z° 5 ° /v 6 k 3 ,, „ 11 cc- i 2 S S - 7 S' 7 x 3 ,r , , , q 5 x / r ; r ' r k�/ G / C H. 7 % o ---- o / 6o �-.f_' • r r , , r . �G /D /NC, i iZ , 0 a 6 6- t r� z i - o , 8 CITY Of TUKWILA Permit Censer 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM PRESCRIPTIVE APPROACH WINDOW SCHEDULE GLAZING /SKYLIGHTS BY TYPE H -15 1. HEAT SOURCE: 6- '-4 s • (gas, oil, propane, heat pump, electric) 2. WINDOW SCHEDULE: Fill in the window schedule based upon the proposed residential design and calculate the glazing area as % of the conditioned floor area. 3. CHECK PRESCRIPTIVE OPTION: Glazing percentage will determine which option to choose. Mark option at top of column. (See back of this sheet) TOTAL GLAZING AREA 33. ENRGYCOD.DOC 2/13/97 S.F. - TOTAL CONDITIONED FLOOR AREA TOTAL GLAZING AREA 44 (add entire column) L__ GLAZING PERCENTAGE S.F. x 100 The proposed glazing percentage must be Tess than or equal to the glazing percentage listed under the prescriptive option that is selected. 303.4— CHAFCER 6, PRESCRIPTIVE OPTIO FOR ALL "R" OCCUPANCIES, CLIMATE ZONE I NC�1Y ^; a ±efrtlly � � re f4flae requirements of each of the options in the charts below. From the table that refers to your heat source;thoose the option that best suits your dwelling design. Glazing percentage determines which option to choose. Your building design must match the selected option requirements without exceptions or substitution. Design drawings must indicate all applicable requirements from table. HVACAFU Graiing max: .offloor value ='' •' Door J aloe: `.' Ceilings: r' :.Neon "abovrgrade- . b&O fgradez interior.: 'exterior Floor:., Slab:omgrade- HEAT SOURCE: OTHER (gas. oil, propane, heat pumps) OPT I 0 OPT II OPT HI OPT IV . OPT V 0 C 0 0 OPT VI* OPT VII* 0 0 25 % ::. 0.50, 0.40: .... R=10 R =25' RA * < two stories The " >" symbol means more than or equal to; " <" means less than or equal to. 2 Glazing trade -offs may be made if the Option U -value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. ❑ YES ❑ NO Option may be a better choice. Notes: Approved by: Date: ENRGYCOD.DOC 2/13/97 ENRGYCOD.DOC 2/13/97 , • , , •■•••■■■116.61.1■06.0216.114110.111.1■11.01.14411. CH ''TER 6, PRESCRIPTIVE OP FOR ALt "R" OCCUPANCIES, CLIMATE ZONE I „ t ttilittke; Ued oor —'.• HEAT SOURCE: ELECTRIC (except heat pumps) OPT I OPT 11 OPT 111 OPT IV OPT V OPT VI OPT VII* OPT VIII* o 0 0 0 0 0. 0 0 Approved by: YES 0 NO * < two stories R5 foam sheeting required in addition to R19 cavity insulation. 2 Glazing trade-offs may be made if the Option U-value requirement is not exceeded. PLAN REVIEW (for official use only) Selected Option is appropriate for this dwelling design. choice. Notes: Option "•'(F R 1 , • . may be a better Date: Exhaust ventilation shall be provided for each dwelling unit as follows (S. 302): LOCATION MINIMUM AT .25 W.G. MFR. /MODEL FAN LABEL CFM (.1 W.G.) KITCHEN FAN 100 CFM BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM BATHROOM FAN 50 CFM LAUNDRY FAN 50 CFM WHOLE HOUSE FAN* 0 50 CFM (1 -2 BEDROOMS) 7r (CHOOSE ONE) � 80 CFM (3 BEDROOMS) V 100 CFM (4 BEDROOMS) ❑ *Whole house fan also serves as a kitchen or bath spot fan: 0 YES 0 NO If a spot fan is designated as a whole house fan, the capacity shall be the larger CFM requirement. a Whole house fan: Location attic fan is closer than 4' to O Whole house fan is listed O Whole house fan wiring O Whole house fan shall /��14 L�✓% =1 . Sone rating (< 1.5 if ceiling) /labeled "for Continuous use." for control routed to central location. run continuously: Kitchen rate 25CFM, bath & laundry rate 20CFM. in Integrated forced -air furnace ventilation (IAC Code S. 303.1.2(b)) shall be used instead of a whole house fan and fresh air inlets in the bedrooms: 0 YES 0 NO O If yes, a 6" outside air inlet duct with damper limiting the ventilation rate to .35 -.5 ACH, shall run from the building exterior to the furnace return plenum. I Mechanical ventilation fan ducts shall be > 4" and properly sized using IAQC, Table 3 -3. ❑ Fresh air shall be provided for each unit as follows: (IAQ Code, S. 302.6.1): O Each bedroom: Tested, screened, controllable, through -wall port ( >_ 4 sq. in.) to the exterior. O Overall living area: One wall port as specified for bedrooms. OR: ❑ Central forced air furnace which delivers outside makeup air through the ducting system. ENRGYCOD.DOC 2/13/97 CITY OF T7 IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H -15 ACTIVITY #: MINIMUM VENTILATION REQUIREMENTS FOR RESIDENTIAL OCCUPANCIES FOUR STORIES AND LESS Chapter 51 -13 W.A.C. Source specific and whole house ventilation systems are required for residential occupancies. In addition, exhaust ventilation fans must provide specific performance ratings and (in the case of the whole house fan) specific "Sone" ratings. Fill in the exhaust fan schedule below with the fan manufacturer's name, model number and performance rating. Secondly, check the criteria that applies to your design. C ;■.4 ^t s:NyiYs.. .z "s.1ir:. }' "'2f4 Responseto Incomplete Letter. DEPARTMENTS: Building Division C Public Works rn P9, 611,06 1Z -2 4 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) . DUE DATE: 12 -21 -1999 Complete Incomplete ❑ Not Applicable n Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved C Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n Planning Division Permit Coordinator No further Review Required U DUE DATE 1 -18 -2000 Not Approved (attach comments) C DATE: 7a; fCvi yY " E r✓ 41* ►MPA: :RESI:DENC Response to Incomplete Letter . #.: Revision # After Permit.Is Issue DEPARTMENTS: Building Division t4 Public Wprks. Mfr I 11-)- Complete U'RROUTE.DOC 5/99 TUES /THURS ROUTING: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Approved C Approved with Conditions No Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Please Route U Structural Review Required REVIEWER'S INITIALS: Planning Division Ala- 11 - 04 , 5 Permit Coordinator DUE DATE: 11-18-99 Not Applicable n Comments: E No further Review Required n DATE: DUE DATE 12-16-99 APPROVALS OR CORRECTIONS: (ten days) Approved _ Approved with Conditions C Not Approved (attach comments) '' &&fd1 pt' CIS #(Z- -ql' REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: pt0 DEPARTMENTS: B iltling Division the( Z ii-q Pu lic Works 44ted Complete Comments: TUES /THURS ROUTING: Routed by Staff WR•ROUTE.DOC W98 Penuit Copti PLAN REVIEW/ROUTING S IP ACTIVITY NUMBER: D99 -0004 DATE: 1 -6 -99 PROJECT NAME: CHAMPA RESIDENCE Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter Revision # _ ''. After Permit Is Issued Fire Prevention K. vice /o-yy Structural ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 1 - - 99 Incomplete Planning Division xt Permit • Not Applicable Please Route 6°1_ No further Review Required (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 2 - 4 - 99 Approved LI Approved with Conditions Not Approved (attach comments) EOVye . (ci/i (h' 1 1'144:e P REVIEWERS INITIALS: CORRECTION DETERMINATION: DUE DATE: DATE. Approved El Approved with Conditions El Not Approved (attach comments) REVIEWERS INITIALS: DATE. tAtiragattm TIVITY NUMBER: D99 -0004 ROJECT NAME: CHAMPA ASSOCIATION, INC. iIT ADDRESS: 4520 S 122 ST. DATE: 9 -28 -2000 SUITE: NO Original ,Plan ":.Submittal Response to. Incomplete Letter Response to Correction Letter # XX Revision # X After Permit Is Issued DEPARTMENTS: podin D iv i s i on !4 PybIiq \(Yorks DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete' TUES /THURS ROUTING: Please Route Ywa)))))),IX)C spr) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) • Approved 'Mfl' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Nl:.�i{+li.'ehllhl �° ' <i��e•�tliia o .trYSY�15�.�LyY`4:i "�4 Structural Review Required Fir •P eer on Plan inr!'" g Division �'f1� 104-W h ) -3 4: Structural ❑ Permit Coordinator n DUE DATE: 10 -3 -2000 Not Applicable U Comments: No further Review Required DATE: DUE DATE 10 -31 -2000 Approved with Conditions ❑ Not Approved (attach comments) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions El REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) •' 'l l LL n DATE: Revision' No.. Date Received Staff I Initials I Date Issued Staff Initials Date Issued . Summary of Revision: 'Staff Initials I ' -28 "CO 1 � 1 ► -- Received By: eb 1 Summary of Revision: • a - 0 • • 4 /1 or • - '• 4 - . a s I . • Ei i�..� • •r • • 1 _ ' eceived By: a r �► Revision No. Date Received Staff I Initials I Date Issued Staff Initials . Summary of Revision: Received By: • .' nt+. 1N61; Aa1• s, 1n4' ariKx :.�FUrx.aac.r..v.....,. -«+. w.a.w.. �....._._. -_ . . PROJECT NAME: Z riSSCei • PERM( NO:. D 3I - COO L ' Site Address: 1 I520 . IZZ 6f" - - -- Original Issue Date: 2-10 -00 REVISION LOG 1 Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of. Revision: Received By: 1 (please print) i Revision I No. Date Received Staff Initials Date Issued Staff I nitials Summary of Revision: Received 13y: 1 (please print) (please print) please print 1 Revision No. Date Received I Staff I Initials Date Issued Staff Initials Summary of Revision: 1 Received By: (please print) • City of Tukwila • Department of Community Development Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: D Response to Incomplete Letter # Response to Correction Letter # Q" Revision # after Permit is Issued Plan Check/Permit Number: Project Name: C ; ..411-,3, 41 7 5'S /4-7`/ '/U Project Address: 9S" a -S'. /Z2 -"' -K% Contact Person: , /LC- /ct t C EP- _ Summary of Revision: ��2/3'/L+ -v -4 g-4TT/ /-U / } Y' 4?/r S Z•,. � w 10.0 1 W vw i SS a t 1 . 4) l 4 c%. ' T L B n 1 N Re Y/. Phone Number. ("9"S.),.2-4 6 - 5314 t-7'eiti /2* i �c � t c.� � r •¢ / f 5 J e c%•c `i rc1 RIVED ran fl Tl1KWILA &1 2 O 2000 PERMIT CENTER John W Rants, Mayor Steve Lancaster, Director Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center Entered in Sierra on q "2 e -0 06/29/99 A2nn Cemtheantor ar„dovarrl.. /to Iron • Tukwila_ Washtnzton 98188 • 1206) 4.313670 • Fax (206) 4313665 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: a--11,-99 ❑ Response to Incomplete Letter # Response to Correction Letter # 2 ❑ Revision # after Permit is Issued Project Name: C 11CtVv1 p � Project Address: 1,02 h6 St. S. Summary of Revision: q to V v C e d V� e V �S ecrt en w)(1 -e 6 G "1 Entered in Sierra on 1)- I q9 Plan Check/Permit Number: L ' © 0 0 I- 1 Contact Person: 11 a r - t l S (�—�} - Phone Number: TT Q ��o tc4I -Q Vo t k ve 7 s ' t( �ff CctICA) u'FconS- RECEIVED CITY OF TUKWII A PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: C-011J1) 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 .,1 ; ;��b. ;v r x �� +•:_ :;�.��I, � �,'t•'� � �u' � �U, r i' " r�,d t�f��;�.a a' "aa -: ''i> ° "t?`�,� `ti:EF` y :'::F;;; , . , ; y . Date: /// ❑ Response to Incomplete Letter # • Response to Correction Letter # ❑ Revision # after Permit is Issued �L City of Tukwila Plan Check/Permit Number: Summary of Revision:, ,h ,nom, fko/ +c' c =cre/Zx c ' Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Project Name: ('W-. /'2 ,O,4 Project Address: !{ C 7 A T -e ,'d /p.___2 Contact Person: J� / L L. L L &/? Phone Number: s( I '� "CFR - coo 4 w.i.k 3/c M. qtr to 6_o18 cn � (14 poor tR cE John W. Rants, Mayor Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision �J Received at the City of Tukwila Permit Center by: '/C 4 Kr Entered in Sierra on 1 1" 15 -' 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City Water Meter Permit No.: WATER SUPPLY ASSET Bill of Sale P:PW Dev Engr /Forms /Water Supply Asset Sale KNOW ALL PERSONS BY THESE PRESENTS, that z6 2f�i�l M A S , an individual /general corporation /partnership and existing by virtue of the laws of the State of Washington, located at o ;1 MI•. SST ► L E ,wer 9 P I I g City of Tukwila in King County, for and in consideration of the sum of TEN DOLLARS ($10.00) lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged does by these presents grant, bargain, sell property, located at . � /4 52_0 S 1 S t City of Tukwila, County of King, State of Washington, to wit: Legal Description of Real Property: 5G io - z3_y �rt W0 -L) PoIcoc i- 5 RI f,NS c-.b WtPtboLA) List of Materials /Asset Description water meter box(es) located at the above address, 10 lineal feet of 3/ Li inch meter service line(s) with appurtenances, made of (ci •' "RA r material type with an installation cost of $ 1 n 0 . rio , constitutes the list of materials for this turnover. The seller herein covenants, agrees, and warrants that he /she is the owner of said property and that the same is free from all liens and encumbrances, and that it will defend the sale of said property, goods and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. 'STATE OF WASHINGTON County of King EXECUTED at the City of Tukwila, Washington, on this "r , On this day personally appeared before me 1bra him Abraham S'asry to be known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as hi.9 free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 'ILL, day of Tanaary , 20 03 . P:PW Dev Engr /Forms /Water Supply Asset Sale C2 a. A2 Signature �/ Alice A. Deas Print Name NOTARY PUBLIC in and for the State of Washington, residing at Renfon, klashin3 My commission expires 6- 16--04 KING COUNTY Owner's Name aegm R( dential Sewer Use Certific(ion L ' ?' ' J Z' (To be completed for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi-annually. AU future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Water Pollution Control Division at 684.1740. (Please print or type) ' C 4, Tf . ,tf ; t (Last, First, Middle Initial) '33*74o - /2os — 67 Property Tax I.D. Number Property Legal Address: Subdivision Name Subdiv. # Lot # 40 Block # Building Name (if applicable) Property Street Address V4UW/T Gel *96 6 4(rr S' r /Z2-"`" City, State, Zip T kezfj�c/Rtff ld/8 Owner's Mailing Address c &4'—m`4 f Stem, 9 T fir 2NC. (If different from above) t Sy o - - S . _ c E c (.ttf ?e 18 Owner's Phone Number ( 2 ) •7yS -o 1 e3 3 Property Contact Phone Number (42-s ) 2-6 - 534 Party to be Billed Co k/A/ Eg, (if different from owner) Party's Mailing Address 6.560 33". r11/c. S' . (If different from above) City or Sewer District 74 k wi4-4 Date of Connection: Side Sewer Permit # Residential Customer Please check appropriate box: Equivalent (RCE) 2 Single- family ❑ Duplex (0.8 RCE per unit) ❑ 3 -Plex (0.8 RCE per unit) ❑ 4 -Plex (0.8 RCE per unit) ❑ 5 or more (0.64 RCE per unit) No. of Units ❑ Mobile home space (1.0 RCE per space) No. of Spaces 1057 (Rev. 2/961 x0.64= x 1.0 = 1.0 1.6 2.4 3.2 For King County use Account : Monthl Rate )t Month Due For condominiums, please fill out Supplemental Form A in addition to this form. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/Representative �--- =_ Date &L./0_61 94 Print Name of Owner /Representative White - King County Yellow - Local Sewer Agency Pink - Sewer Customer •:•REGISTEREDAS ,:•, by OPARtIVIE T...:. O AND INDUSTRIES marlin llc EMIONS el ki 6 - r _ - i. L Date /G/25199 Scale / ir. . 2.4 ' 0 " Drawn l6EIC Job ?U/t �C,�i GoT '/v f 0/ Sheet / Of 8 Sheets K M K M OTO" ON NO. TOOON CItANPIONT • • • It EP S. /22ND sr. 5 PL o r PLAN Ex / s Ti.v G Two SroR y f/ousE W /T/l /7'x /5' ADD /770N. Ep FL 000 k'EL / E F Pewp /10Z 2' to /1V 5 Fief' HYL7i 4ND OWNER: CHAMPA A 55 9C /AT /OA/ . 8RAH /M SASAR 63 33RD AVE S. SEATTLE ',VAS// 98/18 LEGAL n /SCR /PT/O// : LOT 40 A A/b 41, EL oC ,k 5 : C.D. /-Liz L MTV S N /CA Do U/ Gfl.eDEAIS ADD /770A/ 7"D T//E" L' /TY Ef?T7 , DEI/ /S /DAJ A/D 2 . A CLORD //✓G TD 7//E Perri 7 7I /r, ' EO/ /2Ery //1 VD L 1P4E /z D / PLATS , ,� le; 64, R'E r o'e,as o Co u/vT y, WASH /NG To /. S/ 7a /l Tt .41/ `•/' Co vwT Y aF ■C / ,vG , STATE OF 1/ //15// /N6TOAJ. Lot ADDRESS: 45Z0 S. /Z Z ,Iu sr 7 , W.ISW /NG TOA/ Lor COVERAGE PRO POSE EL/ /L /N6 = /5c = k LOT S /Zr~ 7'9.o6'X / /S - s' - 1. LOT CDVERACE° ; /588: 9374.7'../74 RE / = f RoPERT y L /N —EP — = EDGE L7 F PA ✓Em En/ T - -GAS— _ /VA7URA L GAS L /n/F" — 5 — = SEwEie L /A/ - WATER L)A/E 0 = /cpeE f/YD RHN T cQ, =1 1-LE —8-- = CaA/TDL//z L /NES SCALE _ / =too" • /hTE /) DR/PA/AGE CALOL/L,7 /oA/s vES /64/ SEE MoD /P 7"IeNN /c4L Nr ,# 'L,,4 /On/ A E / 24k aii &/ DECO /e) E /n/EE ,e/NG 2) 4 D /A/+-vrrE& 5/OE Li2,n f /o&sE To RKnvf t-Ty 1 /NE 3 .) SEwe/2 /, /,‘›• 7o !�E PVC M.!N _me LE 3S 4 S�6dE� CLEi4N DuTS 76 8E Le9e:1 •fp /1T T.,F /►i/AtdT /e / O, 7NE SEd✓EJ ' fIT 7//E /3// /iD /NG , 90 BE NOS /'DA'• /2o.vT,►/L e2e !/E.eT /- L S.)S /UE SEpi/E/2 /- ew7 " .07(la,e _52/A/7 7 .I?ETi' / El) '69N To '7/ /E CITY. CIT" EVI$IONNOI 1 SEPARATE Pr ?: ;; T P - , 7r-.) Ct✓'`.. _ y . AS FINN:0 CITY OF TU`CWILA DiV!SION pqs-ooc/i RECEIVED CITY OF TUKWIIA tuUu PERMIT CENTER • i J 14 X 31 MINTED ON NO. 100064 MAX PRINT • 0 gitiotlEL, A RIEL. _ f3QALEO PAvEL 8rt4L co PA r X 20 „ ixa°Pohl ffsa)oAt / /'D" BATH 9'0 FAM/L Y ROOM .io vsD Z3EL E'o6M S /9' 3" eIwiLDJ // 9X 8 - OVER WEAD DR. 6xrZ D,c: NEACaER SCALE %4 /c" 'X8 pp A11 o{ a xc z'D " I 2.4 STL RAtS E \ `URN E 4 IZE/Nra,, (D SLAT W/ lo%/CRE'TE X24 TEO / 1 & ST U K E L;ARR /F2 avE2. 4 Mod IoZ,IC/eL - CRAWL SA-VE ABLE SS 5"*E FLe e de FeArkumf S/FT 9 ° ovERNEAD DR. 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