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Permit D97-0351 - DRAGANOV RESIDENCE - NEW HOUSE
This 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. D97 -0351 Draganov Residence 1563047 th Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington 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 Personal Information — numbers, electronic check numbers, credit expiration 45 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 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 DEVELOPMENT PERMIT Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Contractor License No: OCCUPANT DRAGANOV DONCO , TUKWTLA.WA'.98168 OWNER HOLLY RICHARD L PO'BOX 954, SEAHURST WA;98062 CONTACT DONCO DRAGANOV Phone: 206 :242 -0464 13224 32 AV S, TUKWILA'WA 98168 .*************4*************************************** * * *, * * * * * *. * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 1705. SF SINGLE FAMILY RESIDENCE WITH -A 637 SF ATTACHED GARAGE AND,..A 80 SF UNCOVERED DECK INCLUDING STORM. DRAINAGE, LAND ALTERING.. SEPARATE PERMIT FROM HIGHLINE WATER DISTRICT IS'REQUIRED FOR NEW WATER TAP OF THE MAIN, WATER METER AND WATER SERVICE TO THE HOUSE. r****************************** * * * * * * * * * * * * * * * * *. * * * * * * * * * * ** Construction Valuation: $ 133,513.03 PUBLIC WORKS PERMITS: *(Water'Meter Permits Listed. Separate). Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N Flood Control_ Zone: N Hauling: N Start Time,: End Time: :Land Altering: Y Cut: .50 Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main. Extension: N Private: N Public: N Storm Drainage: Y Street Use: N . Water Main Extension: N Private: N Public: N r**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,813.96 r******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: i% /� � Date: 42�. ;141 ___ 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 permi Signature:__ 810860 -0802 15630 47 AV S HIGHLINE Sewer: SEPTIC. Slopes: Y Print Name:_ D /l/ C-P, LOT 2 OF HOLLY SHORTPLAT L95 -0042 NSFR DEVPERM LDR Occupancy: UBC: 001 Fire Protection: North: ' .0 South: .0 East: .0 West: This permit shall become null and void 180 days from the date of issuance, or for a period of 180 days from the last Permit No: Status: Issued: Expires: Streams: (206) 4314670 D97 -0351 ISSUED 01/26/1.998 07/25/1998 DWELLING 1994 SPRINKLERED .0 Phone: (206) 246 -3983 No: .Size(in): .00 Date:_ / b if the work is not commenced within if the work is suspended or abandoned inspection. tw wp ... _ _ wn1 tliWpl` 1+i51v�C.t" _ ..w.nNi.NYGtrsTt y�eW,yy.�• __ _' +�.�tt.9Y2gLK12�YLLYYOn+L�r.• -_ _ • Address.. : 1.5 . 630 47 AV. S S1.1itG Tenant ttus: ISSUED : Type DEVPEPM Ap l i e d . . 1 11.10./1199 • Parcel ':# `810360 -0i02 IssLir d : 01,'2 k 6/199('.:.. 44,1, 4 * *•k k •k* *'*•A*,./.• *•AA 4 •**• k• k A *�k . *** * *..A*•k **•k *.k'kA Jr 44 AJr 4, .0;kA * :k 'kk * k:k **A•k' *k. :Periri: `Con :d ft. ions• 1; lUo' change_ will be made. to the plan: urile:s_ approved `Tukwila -Building Division • P,lumb.ing`: perm its Thal l b:e obt;ainei thr�oug:h the Seattia -King CountyDepartment of; Publ i'H� ealth Plunrk',ir�gt;wi 11 be inspected: by that 'agency, lnciuding all gas piping . (296 4722) , _` , Electrical pe ` rmits shall ciibt`a``in t u hrogh the Washington . • 5tiatt Divi sion o La a nd Industr ie an al I electr ical ` wort, w ill be :p rnected by that agenCy „ (24;:x • -6630) • A.1'�9ti, h cKarr,ical werrk� ' shat i be. : :unde s epa rate per mi �r i :ssu tiie Cit roi.f Tukwila. r. • A11 permi inspect ion records., and; :approved p'l s hat :: aval table at the , site pri:or> to` the .start of • any cori ,,: s :tr u•Ot.lon '-Thes:e ,dock er)ts a be . ma rota i ned and ; ,ava,I a bl•kilv.unt fr final in spection approval is . ggranted. Engirn ed truss drawings and � calcuiat ions - shall be ', on .i:te. and?,aira table to the? b,ui;ld ,j nspeyctot °'f or;. inspection punp.o�Os } Documents... sha:l l • b ear^ the, seal and signat ; 'o • Wa s hin gt,orl 5tat'e' Pr Engine ,,,..,,.,,.,.1:,;' _.,.. ' Anyy Pexposed: •insul • back material .. sh'al l .have a Flam • e paid e: Set ,d :. t'in of 2.5� 'and 'mater,iai ,Shall' pear id"ent f Icait�ion srrow th g th .,fire`,p`ertor ; m r thereof, S ubgr de.. pre�pa,ratiari'< 'incr =Biding 'drainag''e, ° ,. excavation; compa ifand f i ' 11: requ i•re Men t.f`sha,l,l corif•or m. str t C tl,y r ecom is ; 1,v en in the soi 7 ep s rort ~ - - ..;.•L: `Wood ‘',0,a1; e i'o f.i'n.g shall comply wi t ' p • e.S.?r;iptive - -u of.:UBC Table 15 =B• -2 ( i: n stral.iat ion` r rement Table " l.,•': (maxi mum weather: exposur�e 1Q. Asphalt shingle. ::installation sh comply' wi,til the prescr�` :ti.ve . requirements :of (IBC .Table 15-B-1. 1 1 ; All construct ion to ' be done' ,i,n:.. conformance with approved plans and re,guirements of the Uniform ,Bpi 1d irig Code .- (19 • Edit asme; 'anded, .Uniform Mechanical Code (1 :Ecf : and Washington :State Energy `Code _(1;994' Ed I t i on) °:• 12. Engineered tr uss` d;raw�i,ngs and calculations si:t i be • on site anti available„ to the .bcii1ding. inspector .:•for•.. i.ns'pection purposes. Documents shall bear the :'seal:. and signature of a . `Washington. State ProfessionalEn`gineer. . 13. Any exposed insulations backing material shall have a Flame Spread Rating ' of 25 or less, • and material shall bear identi- fication showing the fire performance rating thereof. 14. All wood to remain in placed concrete shall be treated wood. 15. There shall be no occupancy of the buildings) until the final inspection has been completed by the Tukwila Building Inspector. 16. Validity of Permit. The issuance of a permit or• approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation . of any cif the provisions of the building code or of any other ordinance of the jurisdiction, No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. ernpor ar erosion control;' me cures steal 1 , be implemented: as ir'e' f in bi der of busi to pr..event sedin►en,.tation of it "e arm into existing stir m' d rai n age ',f#i l;ities he; sit "e shall have perm vent erosion ;'contr of :measures .in • lace ,a "s, soon a p.t ssib.le after final'. gra "ding :has keen omplet,ed an'd prior to ttt a Final 'Inspection t .i s , str ang 1 y r ;ecommend ..that st orm :dra des i;gns be er�tified bj a licensed e ngineer ; _:other�wise t tiie owner :: ssumes. 1 ia.bi l i ty ,for the: design, and ;a:ny subsequent r elate': amage.; 11 private storm "drain pipe shall he'ei concr of ei nfor ced ;ADS p:ip,e Treated'cor r metal: pipe may be . se:d tor` detention ; facil;it ies. ppllcant shall obtain a water service permit tr *om ` " • Project e/Tenant: D ' IrQ9anov I Doncc Type of work: I -New Single - Family Residence I Addition - Single - Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure et Garage(s) ❑ Deck(s) - Covered Uncov -. ❑ Residential Reroof Value of Construction: ti t 33 5 t'3.C�3 Site Address: G �, F f City State /Zip: / ~r ® b.fr _id , Tu K u, «- 3a�i Tax Parcel N ber: �! / 0 ,r4 0.1 o a. Pro erty Owner: 6�c� • 0/z 6 0- ivo!/ 7 . _ -. Phone: 24 6 2 Y o y a- Street Address: l g 2 24/ s 2 .F rr .L City State /Zip: e '-o r / U Il u/ , L A. cy /ice Fax #: Contractor: o .fi ce .6 . /0 kri e.Aft d ckf — +e . Phone: 246 2 Y 2 4 C y Street Address: /� 2 2 Y 3 z 44 - .�' 4 _ . / u g u, / City State /Zip: 0 e /6 P' Fax #: Arc itect: ;i ti• l Si Phone: 7-4C 1G/ 9/ OA Street Address: X 'J 0 'S 3 it I/ F.: /l' . t / / SE,i1-%%' City State /Zip: U, .a cp lr Fax #: Engineer: , Phone: Street Address: City State /Zip: Fax #: Contact Person: O lU Phone: 2 2 0/ Street Address: City State /Zip: Fax #: Description of work to be done: (/- Y7 ,9- F of S,' lr 1 L F AL P47 x - e , ► - 0 L -� � Type of work: I -New Single - Family Residence I Addition - Single - Family Residence ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure et Garage(s) ❑ Deck(s) - Covered Uncov -. ❑ Residential Reroof Is this site served by: ❑ Sewer 171. Septic (King County Health Dept. approval required - 296 -4722) Existing Square Footage for Structure: 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: / 4\r"" sq. ft. Dwelling sq. ft. Covered Deck(s) 13_9Y sq. ft. Garage /Carport sq. ft. Accessory Structure(s) y d 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: / ? 1 / Lot area 2, -1 1y 2— --c 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. CITY OF Tr "KWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 SPPERMIT.DOC 2/13/97 FOR STAFF USE ONLY Project Number: :PermIt'Nunitier:.: 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 ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling Pi Land Altering: 0 Cut 6 0 cubic yds. 0 Fill n cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: �1 ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public I1 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 for 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: 1 r 0 97 Date application ex Tres: 9 g, / wakes: on taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR AUTHORIZED AGENT: Signature: j ,X--------, �� Date: / _ /GJ Q x Print name: .lam / O 6,e b , I) p , G /fie, Phone: Z }, Z e , �, f, Fax #: A dress: .7 1 7 y 3 Z fr ' - C it y / / : / (1 to r u i ' A ,s , 0 91/114 ALL SINGLE- FAMILY RESIDENTIA PERMIT APPLICATIONS MUST BE :MITTED WITH THE FOLLOWING. DRAWINGS PREPARED BY .EGISTERED ARCHITECT OR PROF...•SIONAL 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 ❑ In Certificate of water /fire flow availability (Form H -11a). 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. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ 7-- King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: El ❑ 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). ❑ I- Foundation plan and details ❑ 171 Floor plan ❑ © Roof plan ❑ ®. Building elevations (all views) ❑ Building height ❑ Building cross - section El , Structural framing plans and details necessary to completely describe construction ❑ ca 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. ❑ ® Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, Variance, Shoreline or Tree Permit). ❑ Ca.1- 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. ❑ 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. SFI'ERMIT.DOC 2/13/97 *ie.► * * k ** . * ***. * .felt'k** it A:* I< k. **• kki011•k*.. * *. %Af..ko1 *••4. * * ** * :: 7U. W1LA:7 WA TRAN:;MI:T k. k* a *.*: A*. 4**4* 4* k 4rkk. S*** a: * ;ft *I *:1f *k+kA'kkA *k +k•k44kd� 'k.lt # *.x* RAN SMT T 'Numb P9 00,705;: Amaurite': 1,101.15 01/26/98 09:40 ayinent Method: CHIiCI(, Notation: DONCO DRAC3AUOV Init:.: BLH • Permit No: D97.= :0351 :, : TyPe: :.D VPERM : DEVLLOPMEUT PERMIT Parcel 1 N a . :. 310860- 0802 S ite:Address: . 15630 . 47 AV Location: LOT '2 OF HOLLY SHORTPLAT L95-0042 Total Fees. ' This Payment 1,101 75 Total ALL Potts: ''\,,<' Balance: a * *** *d• *A *4 *A•A.A.AA*e h•k •k , * k** r k1%. A•,tA * **,1A*4•A4.4..ikit•s,�+4 *�k4 Account.. Code , ' '" Description 000/322.100 BUILDING - RES 000/.345.830. PLAN 'CHECK -- UTILITY. 000./386.904. STATE: BUILDING SURCHARGE '412/342.400 INS!' FEE •- STORM DRAIN 000/322.100 LAND, ALTERING ..PERMIT FEE • • 788.96 708.96 .00 4* *k1k4k1t ** Amount 1101 7.25 10.00 4.;0 15.00 1;.00) 0■93 01/27 9717 TOTAL. 1101.75 I }w pa . •,: 1x740.96; 687.21 1.061.75 Amount 657.21 :TOR .11/.13 9717 TOTAL 6137.21 * * * •kh4A/s44k4Ak. kkAfr** .t - # ***. * +k k *l, **kk *k 4.4. *.k.h:t *A r TUKWILp n . y!A ' 4 :t� k / A;;;1 A •k � � TRANSMIT ,1 �t ,4 +k ,t k s� A �A• •k s4 'k :t * .k ,1• �l•* :t A 'k •k k •k k •k -F h •k ;k •k * ***** A kA *A k * ** k ** * k� RANSMIT Number: P97 .,Amaunt 687.21 11:/10/97. 10:24.. uv :.'Method: CH EGI;: Notation: DONCO DRAGI}WOV 'nit: NAB erm,i.t No: O97•-03b1 Type: IEVPERM : DEVELOPMENT PERMIT E r�ce1..,NC) 8108600O02 "oc "a; i.on S..1.5G ST &. 47• .AV • S 'Total Fee's: 687.21. :fatal ALL Pmts: 0aIance: �• 3 a *k * * *k*' * . 3 * **0 *3 71*k *1 1*A.**A4: *1%*4.43 - 13 * *4 *k4. *A Account. Code De r,i pt i on O00/34�.830.' PLAN GNECK -RES INSPECTION REC Retain a copy with p ,pit INSPECTION NO. C ITY OFTUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. Phone No.:. 9 2., ‘ A pproved per applicable codes. C MMENTS: i (206).431-3670 Corrections required prior to approval. Inspector: V Date: 2 .9 pi $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Project: Address: /11/' ,0 Min Special instructions: Type of inspection: Date called: Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: PERMIT NO. (206) 431 -3670 Inspector �.-� Date: Li $42,00 REINSPEC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Projeet J ) j/(3 1,c-ri cJ)raj n!/ Type of inspection: I ,G_ Address: O Date called: V Special instructions: = f Date wanted: to p // 2/ TTA" P.m. Requester: Phone No% INSPECTION RECO Retaip a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., k100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: l Gr....;o � l (42._ , 1 � c h,- (/'41/ Receipt No.: Date: C $42.b0 EINSPECTIQN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspect INSPECTION . RECORD Retain a copy with e INSPECTION NO OMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,; Tukwila, WA 98188 - (231-3670 Project: Date wanted: a.m. 'P.m. Approved per applicable codes. I J Corrections required prior to approval. v 97- COMMENTS: Date: ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION REC , Retain a copy with .:,,;,,it INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION ;6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project CNO Address: Special instructions: Type of inspection: o Date wanted: 61 3 n T/ 317 Requester: Date called: a.m. P.M. • Approved per applicable codes. COMMENTS: I Inspector: AO Corrections required prior to approval.: Date: !/ (206) 431 -3670 , � [ 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No,: Date: A •r �F`vu`.?(�SF� r t IP 4 . t 7i'XRTati `.ve+ki 'Address city �f ofrukvvila John W. Rants, Mayor Fire Department Thomas P Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit N Retain current inspection schedule 7 7 Needs shift inspection X Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits:' �- • FINALAPP.FRM T.F =.D. Form F.P. 85 V► 1/G F(A) t Sll 9-/ Authorized Signatu Date Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 Project: N � 1 Type of inspection: so Address: /5 , 30 4 0 /4^M . Date called: Special instructions: Date wanted: a.m. p.m. Requester: Phone No.: INSPECTION`: RECO Retain a copy with pe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300. Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Li pvc M11✓t 4 4' DAA,Pae r� it-en< - 7 4' Rs/. as"-cil 5t) cauXit■ q wodln . lt+.; ) ''Ct� •.t c�.� -�- atJ� . I Inspector: t;; 1 Approved per applicable codes. n Corrections required prior to approval. Receipt No.: 6»/ Date: 431 -3670 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: Type of jnspection: Address: ' / ViZO zi? All S Date called: t-3 -r Special instructions: Date wanted: / // Co �/ - 7 '. ( Requeste . {�(� Phone No.: ^/' /l INSPECTION`REC Retain a copy with p INSPECTION NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 CID Approved per applicable codes. 'b5") 703S ` I PERMIT NO. (206), 431 -3670 MENTS: Corrections required prior to approval. Inspector: A f 140 Dater 1-1C7 F $42.01 SPECTIO FEE REQUIRED. Prior to inspection, fee must be paid a "6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: r INSPECTION RECD Retain a copy with p it INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Project: 1 G Address: 5 G 3 t ) 441 b 1.. S. Special instructions:: TyjQ e of inspection: 3 1a vlr_ Date called: S - i7 Date wanted: a.m. Requester: Phone No.: Approved per applicable codes. PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: (Lt c..el v•c"2 CA 1P 1 04 I hl's1c 1 i� I NS71A 1 � ,A- E t Art 4 y DR,A -.Jr Pr c kesi j' s��L --l-r ► N p &- fl.e-n -, , c6 vIN•Nrr (_ . 0. ts,EZ,ra r'�l'►� , N a f+a o M - 3 1 4 1 C - 1 ( - - QL% V A-S • tO Apeil-a t7 ice'... c.ac ,—w 11 G 4s6 Date: 5-17- $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: /1 v� !.! i'21G� Oita/ Type of inspection: /�; � --- . S/0r. ) / / ( < Address: / 5 430 -y7 5o. Date called: . Special instructions: Date wanted: 5 . V 7s,.....963 a.m.. P.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ugt Corrections required'prior to approval. COMMENTS : - - 04 Receipt No.: INSPECTION REC Retain a copy with p fr ` ` /1 X42 Date: (206) 431 -3670 f Inspector: f� Date :y 5 .. 9 g [ �[ $42.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ftt Project: `;r INSPECTION . REC Type of inspec on: ,� f . . Retain a copy with pit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, . WA 98188 � .. Jc y(1 V �y � nV r Addre s V v Q � b,1 �. �6a 4.7 Ai) s Date called: '5 Special instructions : .. Date wanted: CD 5 ff3 p.m. Requester � Phone No. '/ t 00— Z�Z— U�floyt Approved per: applicable codes. 1 1 Corrections required prior to approval. COMM Inspector: Date: /S 8 1 $42.00 REINSPECTIOPY FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i3 ,� f . . Retain a copy with pit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, . WA 98188 � .. Jc y(1 V �y � nV r Addre s V v Q � b,1 �. �6a 4.7 Ai) s Date called: '5 Special instructions : .. Date wanted: CD 5 ff3 p.m. Requester � Phone No. '/ t 00— Z�Z— U�floyt Approved per: applicable codes. 1 1 Corrections required prior to approval. COMM Inspector: Date: /S 8 1 $42.00 REINSPECTIOPY FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i3 Project: z2r A odd .. , drir ° n Type of inspection:. * d v( W%tA S Address: Y h ' ) Ub 7 Date called: er �r r / / / ''f (! . Special instructions: Date wanted: /// 5- 13'7S' .m: Requester:/ p / /d /ICU INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. I Inspector: INSPECTION RECCCr�l Retain a copy with pL,.lit }r PERMIT NO.. (206) 431- 3670 Corrections required prior to approval: COMMENTS: • i) Vm0 rt._ 6hit4ei rS in-I/Ss dc, / - G4z 4 6��.5'il iit�r 5pi ` . 6 ' 6.4-irri /1`! , d.vi Date: 5 fi 3/0 FH $42.00`RtINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: ` :INSPECTION REC Retain a copy with p i t F INS CTION NO. • ERMIT NO. • CITY= OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 - 3670 Project Type of inspectio Address: Date called: // Special i ructions: Date wanted: Requester: Phone No.: Approved per applicable codes. n Corrections required prior to approval. COMMENTS: Inspector: ,j' J -` ,,1 I Date: '1� �(, ,.. I - — I $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Projec Type of inspection 1 '-� . _ � � A Addr s / Date called: Special instructions: , Date wanted: 5 _m Q U /LJ a.m. ::r / . 4. Phone .' °Z�� 40 (,L COMMENTS_ ;. _�,,,�,, , 4 '-� . _ � � A . � -f�' � ma _. L r ::r / . 4. 0 .f . / (l 1 Z-. E n ' 6 4 ) r .A Gf� , 40470.�c.�l /.1 djzo / /� C /4,444 6441.6.,48eie G J 5 e..x.,,.r' 1. d s 1— /- TAY'► ; t �'.�'zio, ,�1 p 4/ k _ . '.'4" 504 7 R=i-� 54 - / — ___. I Inspector: ! L i(..J_ 4t., .,4tP'? Date: `5/ q /} j� • INSPECTION RECC ''" Retain a copy with pIit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved per applicable codes. [ Corrections required prior to approval. [ $42.00 REINSPECTION'FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Qall to schedule reinspection. I Receipt No.: J , Date: 1 INSP CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Type of.ins nn: /` � � 1 f "� ��.G Date calyd Date wanted: 2346 T r� Project: bvl 'Address: ;Special instructions rl hOv y7 Requester: Phone No.: CO MENTS: Date: ? 2 - 1 " ; Approved per applicable codes. Receipt No.: Corrections required prior to approval. Inspector �../ $42.00 REINSPECTION ' EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION REC Retain a copy with INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. Project: Address: Requester: Phone No.: (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval: COMMENTS: $42.Otf REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro} �' ' I V �O }') GCS V ' e of ' 'on: .. Addr ss: S - 3 Q -7 Ocll Date called: A '3--1 - •ryr Special instructions: Date wanted,. a.m. Requ rJt:J n CO .,' INSPECTION RECO Retain a copy with pit IN TION NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: L t NQ., :.. .. .p�FiK2 ` .�wwrt.rrr�wr •A• • L�" �q'� 0351 tic PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date!'5.„ g �e / J //lam 1 $42.00 REINSPECTIO FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule relnspection. Date: Project: 7A14) Type of inspection: Address: 510-0 Date called: 22 s Special instructions: Date wanted: � �• < 2 a.m. p.m. Requester: Phone No.: I Inspector: I I Approved per applicable codes. Receipt No.: INSPECTION RECORD Retain a copy with perm; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION _6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. Date: Date: 431 -3670 �L? $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: NO. .. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 In action: j ect: ` i ) 0�-!� Type � Address: Date called: Special instructions: Date wanted: -7 // r �� �oU/ Requester: Phone No.: ,I Approved per applicable codes. MMENTS: INSPECTION REC Retain a copy. with PERMIT NO. ,(206) 431 -3670 C orrections required prior to approval. Inspector: Date: 00g, n $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Receipt No.: Date: NO. .. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 In action: j ect: ` i ) 0�-!� Type � Address: Date called: Special instructions: Date wanted: -7 // r �� �oU/ Requester: Phone No.: ,I Approved per applicable codes. MMENTS: INSPECTION REC Retain a copy. with PERMIT NO. ,(206) 431 -3670 C orrections required prior to approval. Inspector: Date: 00g, n $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. I Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300' Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO.. Type of inspection: Fc.w.1-0A-rto a Date called: 2 3 Project: Add Sto (t ? S: Special instructions: Date wanted: 2 3 Requester: N W Phone No.: A pproved per applicable codes. COMMENTS: (206) : 431 - 3670.: Corrections required prior to approval.._ Date: 2 i ( OP Inspector: 1. $42.00 REINSSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection: Project: PType PT 4f- D ' of inspection: / — �e9J�/ 1-1 Address. � t J [ � o Date called: J . Specistructionns: ; t Date wanted: 2-7- y e Requester: Phone No.: INSPECTION REC Retain a copy with pt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .I. Approved per applicable codes. Inspector: Date: NO. (206) 431 -3670 Corrections required prior t9 approval. /I0 ∎L $42.00 R NSPECTION FE 1 REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: !: Project• Type of inspection: //,,,, Addr ss: 6 7-6.- 7 4e2 Date called: Special 1 tructions: Date wanted: Requester: Phone No.: INSPECTION REC Retain a copy with p't INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ca PERMIT NO. (206) 431 -3670 n Approved per applicable codes. Ifiaporrections required prior to approval. COMMENTS: r0 0 I & p .4.4..., ?I'. he_.- s-c� ,4 // r e I /‘f4 $42.00 REINSPECTION, EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ACTIVITY NUMBER: D97 -0351 PROJECT NAME: DONCO DRAGANOV DEPARTMENT: Tig Di Pub fiWorrks / \PR•ROUTE.DOC 1/98 Routed by Staff PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete E Incomplete E Comments: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions • (if routed by staff, make copy to master file and enter into Sierra) DATE: 5 -11 -98 REVISION N Planning Division ❑ Permit Coordinator ur DUE DATE: 5 -12 -98 Not Applicable U TUES /THURS ROUTING: Please Route No further Review Required REVIEWERS INITIALS: DATE: DUE DATE: 5 -26 -98 Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: PROJECT NAME: DEPARTMENT: Building Division lit Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route ❑ CORRECTION DETERMINATION: Approved ❑ Approved with Conditions REVIEWERS INITIALS: \PR•ROUTE.DOC I/98 448 DONCO DRAGANOV Fire Prevention Structural PLAN REVIEW /ROUTING SLIP D97 -0351 DATE: 5 -11 -98 REVISIO\ N Planning Division Permit Coordinator Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) DUE DATE: 5 - 12 - 98 DATE: Not Applicable ❑ • No further Review Required 614/1 REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 - 26 - 98 Approved 0 Approved with Conditions 0 Not Approved (attach comments) 0 REVIEWERS INITIALS: DATE: DUE DATE: Not Approved (attach comments) 0 I ACTIVITY NUMBER PROJECT NAME r TMENT: U G D SI N I Ci OR V � U► DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED ❑ APPROVED W/ CONDITIONS ❑ REVIEWERS INITIAL C:ROUTE -F krAii ave. PLAN REVIEW / ROUTING SL P 03 .ATE VI TS ryi• VENT�,O ejv � P r -ri • • CI ❑ 0 �v NOT COMPLETE ❑ DATE DATE CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS ❑ M REVIEWERS INITIAL DATE G i�rS ❑ IT COORDINATOR DUE DATE 'i• 5 4 7 1 , NOT APPLICABLE ❑ DUE DATE 121 a rg NOT APPROVED (attach comments) 11 DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. COMMENTS ' APPROVED REVIEWERS INITIAL C :ROUTE -F CORRECTION DETERMINATION: PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER I11 P Q 3 6 I DATE PROJECT NAME DEPARTMENT: BUILDING DIVISION 11 FIRE PREVENTION PLANNING DIVISION PUBLIC WORKS STRUCTURAL D PERMIT COORDINATOR El DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 1-13 COMPLETE NOT COMPLETE :I NOT APPLICABLE El TUES /TIiURS ROUTING: PLEASE ROUTE 11 NO FURTHER REVIEW REQUIRED ROUTED BY STAFF LJ (If routed by staff, make copy to master file & enter Sierra.) DATE 1 - `J -96 REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11 21 qg APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) 0 DATE I -13 "98 REVIEWERS INITIAL DATE \fj DUE DATE APPROVED fl APPROVED W/ CONDITIONS ID NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION El REVIEWERS INITIAL PUBLIC WORKS STRUCTURAL ❑ APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED WI CONDITIONS ❑ REVIEWERS INITIAL Se-cr2-- CORRECTION DETERMINATION: APPROVED ❑ APPROVED WI CONDITIONS ❑ C:ROUTE -F PLAN REVIEW / ROUTING SLIP 0351 DATE I - 7 . 98 FIRE PREVENTION DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE ❑ COMMENTS DATE // Vq DATE �lis�lg� REVIEWERS INITIAL DATE PLANNING DIVISION ❑ PERMIT COORDINATOR ❑ DUE DATE 1 13 4 NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE . F1 NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ❑ (f. routed by staff, make copy to master file & enter Sierra.) DUE DATE F21•g4 NOT APPROVED (attach comments) ❑ DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. I PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER f$ ThO36 I DATE 'd. 7- 91 PROJECT NAME DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION El PLANNING DIVISION III PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE H COMMENTS TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ROUTED BY STAFF (If. routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL `- DATE / I ' ) APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED ❑ NOT COMPLETE El NOT APPLICABLE ❑ 1 DUE DATE 1 2.1 CN APPROVED [ J .. APPROVED W/ CONDITIONS NOT NOT APPROVED (attach comments) ❑ DATE 1 1 7 7 1 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE C:ROUTE -F DUE DATE F 13 -10 DUE DATE (Cenitiadoa of occupancy required. I ACTIVITY NUMBER DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n COMMENTS ' REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP .(:) DATE I 7-crs PROJECT NAME DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION El PLANNING DIVISION a PUBLIC WORKS ig STRUCTURAL ❑ PERMIT COORDINATOR Q NOT COMPLETE ❑ CORRECTION DETERMINATION: ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DUE DATE I I •* NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW BD I D JAN 1 5 1998 CQ� DATE 1 [3118 . PUBLIC WORKS L 1 APPROVALS OR CORRECTIONS: (ten days) DUE DATE 1 2.1 APPROVED ❑ APPROVED W/ CONDITIONS a NOT APPROVED (attach comments) 0 DATE 1/2-2/ REVIEWERS INITIAL DATE • DUE DATE APPROVED ci APPROVED W/ CONDITIONS E. NOT APPROVED (attach comments) 0 (Cerdficadon of occupancy required. ) At PROJECT NAME ACTIVITY NUMBER D97 -0351 DEPARTMENT: BUILDING DIVISION . 0 I a4 -1 1 7 PUBLI WORKS ()Mid a-9-11 REVIEWERS INITIAL Perm+ &DTI. 64)p)./ PLAN REVIEW / ROUTING SLIP DRAGANOV , DONCO FIRE PREVENTION STRU DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE pi NOT COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE' ROUTE NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) DATE I wilmesevaismailt APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) lir etwecileon Leifer / A A-30 - /cjP REVIEWERS INITIAL DATE t CORRECTION DETERNENATION: APPROVED ❑ APPROVED W/ CONDITIONS ❑ REVIEWERS INITIAL C:ROUTE - F DATE DATE 11/10/97 n zr PLANNING DIVISION COORDINATOR MI DUE DATE 11/13/97 NOT APPLICABLE EL DUE DATE 11/27/97 DUE DATE NOT APPROVED (attach comments) ❑ (Cerdficadon of occupancy rcquircd. ) 4 ACTIVITY NUMBER D97 -0351 PROJECT NAME DEPARTMENT: BUILDING DIVISION II PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) • • COMPLETE COMMENTS ' TUES /THURS ROUTING: PLEASE ROUTE, ROUTED BY STAFF ( (If outed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP DRAGANOV, DONCO NOT COMPLETE APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL . IA' alb DATE 1 .1 CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F FIRE 'PREVENTION C PLANNING DIVISION 0 • STRUCTURAL n PERMIT COORDINATOR C APPROVED W/ CONDITIONS DATE DATE DUE DATE 11/13/97 NOT APPLICABLE DATE 11/10/97 NO FURTHER REVIEW REQUIRED C DUE DATE. 11/27/97 NOT APPROVED (attach comments) C _ 12/97 DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. ) ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION E PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) • COMPLETE COMMENTS ROUTED BY STAFF REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED l l APPROVED W/ CONDITIONS [U REVIEWERS INITIAL Cr�2•— CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F L PLAN REVIEW / ROUTING SLIP D97 -0351 DRAGANOV, DONCO DATE 11/10/97 / 9 7 -26 , 4v S FIRE PREVENTION PLANNING DIVISION ❑ STRUCTURAL t 4 NOT COMPLETE APPROVED W/ CONDITIONS DATE DATE /( /0/7 DATE PERMIT COORDINATOR ❑ DUEDATE 11/13/97 NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED (If routed by staff, make copy to master file & enter Sierra.) DUE DATE. 11/27/97 NOT APPROVED (attach comments) E DUE DATE NOT APPROVED (attach comments) (Ccrdficadoa of occupancy required. ) ACTIVITY NUMBER D97 -0351 PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS • COMPLETE COMMENTS C:ROUTE -F PLAN REVIEW / ROUTING SLIP REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL DRAGANOV, DONCO FIRE PREVENTION E STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED WI CONDITIONS PT CORRECTION DETERMINATION: APPROVED CJ APPROVED W/ CONDITIONS J I NOT COMPLETE E NOT APPLICABLE Ei TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DATE I DATE I DATE C DATE 11/10/97 PLANNING DIVISION PERMIT COORDINATOR Q DUEDATE 11/13/97 DUE DATE, 11/27/97 NOT APPROVED (attach comments) E DUEDATE NOT APPROVED (attach comments) U (Certification of occupancy required. ) • COMPLETE E • COMMENTS ' ROUTED BY STAFF APPROVED n texrar tatISNINWN4PININIIIIIINIMINNIMNNY , .. _ r ft I*1 PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0351 PROJECT NAME DRAGANOV, DONCO DEPARTMENT: BUILDING DIVISION L _ t FIRE PREVENTION E PLANNING DIVISION E] PUBLIC WORKS a STRUCTURAL n PERMIT COORDINATOR Q i I DETERMINATION OF COMPLETENESS: (T,Th) NOT COMPLETE El NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE I Y I NO FURTHER REVIEW REQUIRED El (If routed by staff, make copy to master file & enter Sierra.) DATE (t 1 131 7 APPROVALS OR CORRECTIONS: (ten days) DUEDATE. 11/27/97 APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) �J REVIEWERS INITIAL ,Qit (f.- DATE ICI o 1 1 , G l 7 CORRECTION DETERlNONATION: DUE DATE APPROVED 17 APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DATE 11/10/97 DUE DATE 11/13/97 NOT APPROVED (attach comments) (Cerdficadoa of occupancy roquired. ) May 18 1998 To Whom It May Concern: Donco Draganov of Donco Draganov Construction has contacted us for the installation of a fire hydrant on 47th Avenue and South 156th St. Please see the attached map for exact location. Mr. Draganov has provided the required $4,000.00 deposit for this service. We anticipate the installation of this hydrant within the next two to three weeks. If you have any questions concerning the installation of this hydrant, please give me a call at the number listed below, extension 130. Sincerely, Polly Daigle, Assoc. Engineering Technician Planning /Construction Department c: Keith Harris, Manager Planning /Construction file .ans- alb Serving the Southwest Metropolitan Area since 1946 23828 - 30th Ave. S. • P.O. Box 3867 • Kent, WA 98032.824 -0375 / FAX: 824 -0806 c+ a7--o s1 :�` ..,: 15608 M1595 3/8, 1966 15804 M8753 343.26 338.26 113 15802 M9369 11 N N N C7 �O N 156.915 TUK ACCOUNT HOW PAID . BEGINNING RAI ANCE CASH AMOUNT PAIL? CHECK yt7no 00 DUE NCE ORDER N .s a a 0 Pay to • 1. DATE M ?S q q RECEIVED FR ` D Address 3aa 3 . or` cAC LOO 0 DOLLARS $ OO FOR F1 re. DONCO DRAGANOV,,CONSTRUCTION 13224 32ND AVE S 206- 242 -0464 TUKWILA, WA 98168 H1.3HLINE WATER DISTRICT: Irrlex's InterWest Bank OM Mt For RECEIPT 193958 N U M B E R A04 C OvtS-�c tto� 6 ebriNe E 'M BY Pei Date. 04 OD Dollars v 0 8 98. 7080/3251 ie i$ 1 /, 1". c >: 011111 en bill REVISION SUBMITTAL DATE: PROJECT NAME: 7 a i; % (--0 , _ L»2 /4 O f, 2 11-/ C' t-/' G l� /4 <'2 PROJECT ADDRESS: CONTACT PERSON: d /Li c6% PHONE: .2 Y2 ` 6' y REVISION SUMMARY: I « , . L-e 4-4e /ez. y-e / ',.( -74 erg / a , SHEET NUMBER(S) CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 _ f r;r PLAN CHECK/PERMIT NUMBER: 1 -o 6 / l -/%'/)." - (.E : =t. I r j a ?mil i 7 CO OF TUKWILA MAI 11953 SUBMITTED TO: PERMIT CENTER "Cloud" or highlight all areas of revisions and date revisions. l %ter / C (" / 3' 0 4f 2-! - ` 4' ,2 ( REVISION I\ i s 3/19/96 fier.in'TOONPI: • • PROJECT NAME: • SHEET NUMBER(S) Bldg 4 CITY OF Department of Community Development Building Division-Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 REVISION SUBMITTAL DATE: J — - PLAN CHECK/PERMIT NUMBER: -0 351 PROJECT ADDRESS: REVISION SUMMARY: / , Planning 2 •"; Fire "Cloud" or highlight all areas of revisions and date revisions. " •■•• /. F. VISION CONTACT PERSON: -Z.- ! PHONE: - (% e (' /7- RECEIVtu CITY OF TUKWILA m f\ki PERMIT CENTER SUBMITTED TO: CITY USE ONLY PublialiVorks 3/19/96 Ross A. Eams4 P. &, Director JJS /tkf City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION Permit Center Public Works Engineering January 22, 1998 Draganov New SFR (Lot 2 of Hollly Shortplat L95 -0042) 15630 47th Ave. S Permit No.: D97 -0351 Contact Person: Donco Draganov Phone: 206 - 242 -0464 Storm Drainage Land Altering CF: PW Utilities Inspector (with a copy of application and plans) Development File (with a copy of application and plans) Finance Department (with a copy of application) THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JANUARY 22, 1998: PERMIT FEE $25.00 15.00 TOTAL: $40.00 Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 REVISION SUBMITTAL DATE: / - / C - � PLAN CHECK/PERMIT NUMBER: D PROJECT NAME: l r sri ir) O � C\l/v 1 C l Q PROJECT ADDRESS: /, - CONTACT PERSON: D &C) PHONE: C 2 Ye" ' REVISION SUMMARY: Cori r L t<I tA) f) c l Di& c9 f- HT. Cr'/1/41 C . LAL' A C6A-WL -5r A- cte- SHEET NUMBER(S) Ill L F IUC1C1CC 0tcti' "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY USE ONLY L. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 artsPzx RECEIVED CITY OF TUKWILA JAN 161996 K' PERMIT CENTER En4erec 3/19/96 un.,m....0 »........- r r CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: T.R - O CONTACT PERSON: c)cThY■CO PHONE: REVISION SUMMARY: '\r �� �r�,,c�e C�v-, �r�'�� `e��n ` \n1 ,\ C-cm\ ,,\ 0 -rN - 0x . 5 C) N( 8 . 1 krA - S - row , � c��.vnc�c: \ e � r � \C:W 'RECEIVED SHEET NUMBER(S) t � On 1 CITY OF TUKWILA all areas revisions and date revisions. "Cloud" or highlight al ar as of isi 1 P, SUBMITTED TO: CITY USE ONLY Ire` Public :Works:; 3/19/96 AiY^j,''MZYdf�M RU.!t -0 tkcw-- . r- .--- ...'.- .._._...._.. �w....— w�ww+ �w+ i�r4wnrw. nr Mwn�✓ rr- 4nanrt +N�+�..��*.+M.�NWn+MWrn.�M. December 29, 1997 Mr. Donco Draganov, 13224 32nd Avenue South Tukwila, Washington 98188 Dear Mr. Draganov: Sincerely, er Enclosures City of Tukwila Kelcie J. Peterson Permit Coordinator File: D97 -0351 John W. Rants, Mayor Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0351 Draganov, Donco 15630 47 Av S This letter is to inform you of corrections that must be addressed before your application for 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 review comments from the Public Works Department. At this time the Building Division, Planning Division and the Fire Department 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. .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 the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax- (206) 431-3665 City of Tukwila Department of Publk Works PUBLIC WORKS DEPARTMENT COMMENTS December 4, 1997 Draganov New SFR : D97 -0351. Contact Joanna: Spencer at .(206 -0179, if you have any questions regarding the following comments. ,On your site plan show 2' contours showing existing and proposed grades. Show estimate of yardage, both cut and fill. Show finish floor elevation on plan. Show how downspouts from the new house shall be tightlined and connected to the existing storm drainage system. Show new water service and water meter including type and size of pipe, size of water meter and location of tap. John W. Rants, Mayor Ross A. Eamst P. E, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 City of Tukwila Fire Department Fire Department Review Control #D97 -0351 (512) Re': Draganov, Donco - 15630 47th Avenue South Dear Sir: November 18, 1997 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir conditions. (City Ordinance #1742) Acceptance of residential fire sprinkler systems shall Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) • Fax (206) 575 4439 Page number '2 John W. Rants, Mayor Thomas P. Keefe, Fire Chief include field verification of GPM and residual ,pressures meeting or exceeding the listing for sprinkler type. Contact The Tukwila Fire Prevention Bureau to witness all required inspections (City Ordinance #1742) 2. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) The Tukwila Fire Prevention Bureau CC: TFD file ncd and tests. (UFC 10.5 3 ) 3. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or. violation. Yours truly, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director Mr. Donco Draganov 13224 32 Avenue South Tukwila, Washington 98168 Dear Mr. Draganov: SUBJECT: LETTER OF COMPLETE APPLICATION Development Permit Application Number D97-0351 Draganov, Donco S 157 St & 47 Av S - Lot 2 This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 10, 1997, was reviewed at the November 13, 1997, plan review meeting. Your application was determined to be complete. Your permit has begun the plan review process, you will be notified of any required corrections or when your plan is approved. If you have any concerns or questions please contact me at the City of Tukwila Permit Center at (206) 431-3672. Sincerely, deCe-e# L7ed1/6°9/ Kelcie J. Peterson Permit Coordinator File: D97-0351 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431•3670 • Fax (206) 4313665 9701021102 LEGAL DESCRIPTIONS -< BEFORE THE SHORT SUBDIVISION: - -1.7rr ,!tCV "'2'x" i u 1V rert'TC ""..,.. = '- ra CITY OF TUKWILA, WASHINGTON THE SOUTH HALF OF TRACT 111, SUNNYDALE GARDENS, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 25 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT. THEREFROM THAT PORTION CONDEMNED BY STATE OF. WASHINGTON FOR HIGHWAY UNDER KING COUNTY SUPERIOR COURT CAUSE 656806. • AFTER THE SHqRT SUBDIVISION: LOT 1 THE. WEST 152.00 FEET OF THE SOUTH HALF OF TRACT 111, SUNNYDALE GARDENS, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 25 OF PLATS, PAGE 50, RECORDS OF •KING /COUNTY, WASHINGTON. LOT 2 THE SOUTH HALF OF TRACT 111, SUNNYDALE GARDENS, DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 25 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE WEST 152.00 FEET; and EXCEPT THEREFROM THAT PORTION CONDEMNED BY STATE OF WASHINGTON FOR HIGHWAY UNDER KING COUNTY SUPERIOR COURT CAUSE 656806. This space reserved for recorder's use Return to: Dept. of Community Development Planning Division City of Tukwila • 6300 Southcenter Boulevard Tukwila, Washington 98188 RECEIVED OCT 2 5 1996 COMMUNITY DEVELOPMENT I fto IIIII I SI /II NIII�� �► •`�� 1.. S . .� F WAS • • :Q i' .9 I '3 I o : 3bW /STEF; • SJ ,,i '`'• • • EXPIRES 3/23/ APPROVAL Revievie'd and approved by the Short Subdivision Committee and hereby certi- fied for filing this 31. "-.I" day of . 012 ,19 b . Chairman, Short Subdivision Committee DEPARTMENT OF ASSESSMENTS Examined and app owed this ci day of /4- ,19 7 Assessor Deputy Assessor Page of SHORT PLAT NUMBER L95 -0042' CITY OF TUKWILA,. WAS IH NG 'iN LEGAL DESCRIPTION OF 20 FOOT INGRESS, EGRESS AND UTILITY EASEMENT THAT PORTION THE SOUTH HALF OF TRACT 111,. SUNNYDALE GARDENS DIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 25 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID TRACT 111, SAID POINT AreSO ON THE EASTERLY MARGIN OF 47TH AVE. SOUTH; THENCE NORTH 0 EAST, ALONG SAID MARGIN, 62.55 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88 ° 29'46" EAST 112.28 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET AND AN ARC OF 31.28 FEET; THENCE SOUTH 01 WEST 42.79 FEET TO THE SOUTH LINE OF SAID TRACT 111; THENCE SOUTH 88 ° 30'32" EAST, ALONG SAID SOUTH LINE,.20.00 FEET TO THE EAST LINE OF THE WEST 152.00 FEET OF SAID TRACT; THENCE NORTH 01 ° 06'45" EAST 42.38 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET AND AN ARC OF 31.55 FEET; THENCE SOUTH 88 ° 29'46" EAST 44.86 FEET; THENCE NORTH 01 ° 06'45" EAST 20.00 FEET TO THE NORTH LINE OF THE SOUTH HALF OF SAID TRACT; THENCE NORTH 88 ° 29'46" WEST, ALONG SAID NORTH LINE, 216.99 FEET TO THE EAST LINE OF SAID TRACT AND THE EASTERLY MARGIN OF 47TH AVE. SOUTH; THENCE SOUTH 01 ° 06'45" WEST 20.00 FEET TO THE TRUE POINT OF BEGINNING. nuuu�auuauuunu ft 4uu Page of RECEIVED OCT 2 5 1996 COMMUNITY DEVELOPMENT O n 55 Eound monument 1/8" pin in rock S 156th St. 8 ' °1.Q211°2 47th Ave.- So and So. 156th St. 10/6/94 CURVE DATA 1 0 R = 20.00 L = 31.28 L J • wm a iD 0 0 z 0 0 0 N AREA (2R =20.00 L = 31.55 Existing concrete driveway 20' ingress, egress and easement for Lot 2 f 152.00 112.28 .LOT 116" Proposed fir •` drainfield - c:163:114" a 9 "apple c err y 14 "cherry apple ! 14 "apple easement shown on this plat. 2. The post development runoff volume from Lot 2 shall not exceed the pre — development runoff volume. This Short Plat correctly represents a survey made by me or inder my direction in conformance with the requirements of approriate tate -statu d has been properly s cE IVED Name: /0/ j /y Certificate No. LcS' Z3670¢ OCT 2 5 1996 r'OivMUNITY =:E'iELOPMENT as 0 a_ Ci4' Of ukwila Department o....blic Works 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 433 -0179 Sewer System No- Protest Agreement The proposed development at: G 56KX 47th 406 5 (c&' /)86o - 0800j adds to the cumulative need for sewage disposal service. The result of continuing development will be the need to undertake sewer system improvements that will provide for adequate service. The proposed development property is obligated to participate in funding future system improvements, and the owner waives the right to protest sewer L.I.D. or U.L.I.D. formation. The owner will pay a proportionate fair share to fund system improvements prior to connecting to a newly constructed system if other than L.I.D. or U.L.I.D. funding sources are utilized. This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, . and/the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro-rata share for projected costs. These costs will be made available to the Owner upon written request to the Public Works Director. Own er: .,0 Ow (s nature) ( C t- 'bin L `Y ki n er (prinname) Street Address Ciry of Tukwila Public Works Director rest at: Given unde y hand and official seal this .....�,,..,,....� ...«.. o... �. mw. x.. a, r.. aax. isaa: sran !rn4�•a:�blz Lq5 -oo4o- Lor - a i lGg‘, Date • Phone SP•.fa qoP,rrr i Off City/State /Zip ,4j Date J ,19 . OCT 2 5 1996 COMMUNITY STATE OF WASI-IINGTON COUNTY OF On this day personally appeared before me ,? 4.01-612 l 4 G , to me known to be the individual(s) described in and Who executed the within and for going instrument, and acknowledged that he /she /they signed the same as his /her /their free and voluntary act and deed, or the uses and purposes therein mentioned. ..r RECEIVED IA MTh - c to and for the State of ashington, DEVELOPMFV13 City of Tukwila Department o :blic Works 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 433-0179 Storm Drainage System No- Protest Agreement The proposed development at: /5626, ' el7th 4 S (p-L * 80O86o - 080o) adds to the cumulative need for the accommodation of surface water runoff. The result of continuing development will be the need to undertake storm drainage system improvements that will provide for adequate service. The proposed development property is obligated to participate in funding future system improvements, and the owner waives the right to protest storm drainage system L.I.D. or U.L.I.D. formation. The owner will pay a propagtionate fair share to fund system improvements prior to connecting to a newly constructed system if other than L.I.D. or U.L.I.D. funding sources are utilized. This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, an4 the cost of said recording will be paid by the City. So that the Owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro-rata share for projected costs. These costs will be made available to the Owner upon written request to the Public Works Director. c .. 1 Owner: '' loAc0 Ow s nature) �cNA�t� L 14OL NI Owner (print name) O 'BQYem4 v...4 Street Address O C City of Tukwila u blic Works Director STATE OF WASHINGTON COUNTY OF On this day personally appeared before me ad 3 t Date / 2 // /1, O Nota residing Date cU6, D q x-3983 Phone Efl [16 6zs`T' A 9$CX., r.1 City /State /Zip 1 L L ,tome known to be the individual(s) described in and who executed the within and foregoifig instrument, and acknowledged that he /she /they signed the same as his /her /their free and voluntary act and deed, for the uses and purposes therein mentioned. Given undersly hand an . .pfflc al seal this of -� , � , 19 S c . ECEIVED and for the State of Washington, OCT 2 5 1996 COMMUNITY DEVELONMNT 9/f3 RICHARD HOLLY SHORT PLAT ,.47th Ave South SHORT PLAT NU. L95-0042 PERMIT NUMBER #M196-0027 TUKWILA WASHINGTON L EXPIRES 6/22/97 j Po.„41.4. STORM DRAINAGE ANALYSIS FOR PROPOSED For MR. RICHARD HOLLY Prepared by Touma Engineers 6632 S 191st Pl., Suite E-102 Seattle Wa. 98188 PH. 206-251-0665 FAX 206-251-0625 RECEIVED are OF TUKWILA NOV 1 0 1997 PERMIT CENTER Del oBS / PROJECT DESCRIPTION This project involves the subdivision of a 217' x 82.5' piece of proPerty to generate two lots. Onehouse exists at 15626 47th`Ave • So. Additional new driveway is to have.dimensions •as shown on the attached sketch. Lot 1 has about 2450 square feet of eXisting concrete driveway. When it is 'widened to 16' , 450 square feet of ne. asphalt will be added to lot one. About 2344. square feet.of new asphalt will be added for lot two. • The total new impervious surfaces will be 450 + 2344 = 2794 square feet. :Lot 1 has an existing house which is to remain. •The existing house will' be served with 'a minimum of 16' wide driveway. The 'new . lot 2 will be utilized for a new house. The new house will r guire a 12' minimum driveway with 4' shoulders on each side \( wzth.turnaround. The overall site slopes down to the east. The Storm drainage for the site will be composed of infiltration for the additional impervious driveway and roof area. STORM DRAIN INFILTRATION The proposed additional impervious surfacees will be required to construct a storm water infiltration system. The details for this system will be depicted on the storm drain plans for this site. The runoff from the new driveway will be collected and piped into the new infiltration trench proposed under the driveway. Under the King County Surface Water UpsiOn Manual (K.C.S.W.D.M.), Core requirement number three, runoff control is required when a project proposes more than 5000 sq. ft. of new impervious surface. The total new impervious surfaces, and roof is less than the allowance. We are checking to see if the installed 4' x 60' x 3' infiltration trench is adequate to handle the entire amount of new surfaces. We are providing calculations to support either separate systems for the new house, or a combined infiltration system, for both the new driveway and the new house. 1 ��� ' � � � .- � , .� ' . ' ! `, ` ` ' ` ' `� ' ' � ^�� / l � � "^ ^ ' ° ^ ~�, ` ` " • • • • • .CHECK THE REQUIRED TRENCH SIZE (DRIVEWAY) Aqua Test Inc. analized the soils on site, in May of 1 9 9 5, and found t.em�to,be a type 1 course sand. A copy Of their analysis lsattached to this report. Included:i` a copy of Table 4.5.1B from th King County Surface W t m e ng qun � Water Design Manual, indicating that 2' wide gravel filled trench, 15' long/1000 square feet of impervious would be adequate for this tYpe of soil. The � existing trench for this pr measures about 4' wide with a minimum dep th of 3' of gravel and is :60 long. .1'4e.cluirpd trench infiltration area per 1000 square feet impe/viou` drainageibasinv 15' x 2' = 30 square feet/1000 sf. The required surface area for 2794 square feet of driveway would be; Area = 2.794 (30) = 83.8 square feet. The existing new' driveway infiltration trench is 4' wide and 60' long = 240 souare :feet. This is a safety of 240/83.3 (100) = 288y. CHECK REQUIRED TRENCH SIZE (ROOF DOWNSPOUT) • zt is assumed that a new house will have about 1500 to 2000 square feet of roof. We will use a roof area of 2000 square feet. . quare ee to determine a required infiltration trench size. • Length = (2000/1000) x 15 = 30 lineal feet. The roof downspout infiltration system should be a minimum of 15' long per 1000 square feet. The xpected total length will be about 30'. It appears that the total new impervious surfacing for the driveway and roof area will be less than the 5000 square foot limit 'per the King Storm Drainage Manual. Area = 2794 sf driveway 2000, sf roof 4704 sf total Total required infiltration area (4704/1000) 20 sf/1000 = 141 sf, 2 4‘; ONCLUSI0 he;,existing new driveway.in :filtration system, is adequate to angle ant i-.� gated runoff: fr�_m the new surfa'es created by :the ew. driveway, and the roof dawnspc'uts: from, a new house ; buil "t on TEST, INC. CUSTOMER: BBB Percolation T(a;ts Attn: Calvin Begby 1315 108th Ave E Puyallup, WA 98372 (206) 833 -7650 SAMPLE ID: Holly - New ' @ 2.5' TEST DATE: 5/8/95 P.O. Box 950 Maple Valley, WA 98038 -0950 (206) 432 -9360 Fax (206)432-4461 ASTM . CUMULATIVE ,SIEVE WT • SIEVE .: NOM. OPENING WEIGHT i3RAtvtS �. <•..hh: : ?v.4..:..:. ..:.: 2�;r :: v:;<•. :•,i:Y }: :: :•:•'1.':?F: %ri{ ^:•>.. ... ^•.v.:•Y; n,..<r,.u!::::: vY::� +.:...n ....:. r::2!r:.: n:. :. {•^•:. :ry::. :Q4: :... :: .... � ....... ........ ..v«. �.' .V «::.:�:«.'«...2.....i+:...:.. »..... y .. ................. ..�.. « �... 1 ....,....... :........ �.. t ..... ...... T.......: .. .. .. ... r: YY.a.:�•.:a ....:.. {. {Y: <..�j::: Y Gravel content to be used as a rr.odifier only (see USDA specifications) No. 10 No. 18 No. 35 No. 60 No. 140 No. 270 2.0 mm 1.00 mm 500 urn 250 urn 106 um 53 urn 203.5 270.6 403.2 460 460.3 r. r .. Soil Type: 1 ' J_Ci n. ,1)(11:1 180.21 Gravel: 1 Sands: 23.3E Ver Coarse 67.) I Coarse 132.6 Medium 5 r.Ei _ Fine Very e Total Sands: Pan _Tolal_Weic,Lht :L 485.5 25., Silt /Clay: MEASURED y 37.1% 7.6% 22.0% 43.4% 18.6% 0.1% 91.7% 8.3% Sample was classified in accordance with: The United States Dept. of Agri':ulture Soli C';.nservat::,:1 Service Classification system PREPARED BY: 4;3 cis. TABLE 4.5.1E INFILTRATION TRENCH LENGTHS FOR RESIDENTIAL ROOF DOWNSPOUT INFILTRATION SYSTEMS Soil Texture Class (U.S.D.A.) Lineal Feet of Trench per 1000 ft of Roof - Sea Tac Lineal Feet of Trench per 1000 ft of Roof - Landsbur 1. Coarse sands or Cobbles 15 20. 2. Medium sand 25 30 3. Fine sand, loamy sand 60 75 . 4. Sandy loam 100 125 5. Loam 150 190 KING COUNTY, WA`:S'HINGTON, SURFACE WATER DESIGN MANUAL o A licensed septic system designer or suitably trained person working under the supervision of a licensed Professional Engineer shall make an inspection of the soil after the system is excavated, before the trenches are filled with rock to confirm that suitable soils are present. Method of Analysts /Length of Roof Downspout Infiltration Trenches The length of trench required is based on the U.S.D.A. soil texture class, the roof area and the site location, using Table 4.5.19. The length of trench required is determined by dividing the roof area by 1000 and multiplying by the unit length I from the chart for the soil type and multiplying the result by the regional scale factor k shown in Figure 4.5.1D. The trench length L is computed using the following equation: L = (A /1000)(I)(k) Where: = area of the roof tributary to the system, ff. (Note: a typical single - family residence has a roof area of approximately 2,000 ft = the unit length of trench required per 1,000 ft of roof area from Table 4.5.1B, ft'' = the regional scale factor from Figure 4.5.1D. Example: Proposed residence located at Kent East Hill Roof area (A = 2,000 square feet; Soil Texture Class = loamy sand; From Table 4.5.1A, 60 ft trench /1000 ft of roof, from Figure 4.5.1D k = 1.0 L = (2000/1000)(60)(1.0) = 120 ft (Note: could be accomplished by two trenches). S. 11/94 '.. :<wlcn'S;r «.aAtNlVba.s.4•ur +.. 2 � .5. 1 -c041. C�Ir�F��LD AReA 47._ • 4,6 s'(P�Ucj iaN isimesosas DRAWN µ, p. APPROVED iLA. JAN 2 3 1933 ASMOi -D RECEIVED CITY OF TUKWIII.A: NOV 1 0 19 BUILDING DIvIst ' s PERMIT CENTER `` ,, ARROLD:E. BOLTON ..:coNsuLTiNG, ENGINEER 16301 N.E. 8TH ST., SUITE 100 BELLEVUE, WA 98008 • . • (205) 5621173'.., Deceralper - 1'8; . 1996' Structural. fCrigineering Services for Retaining Wall Design for Iolly 47 Ave. S. Skort Plat S150.00 RECEIVED • CITY QF TUKWILA NOV I 0 1997 PERMIT covrch 091. 1 Pvit•' Fax Note 7871 j$ /y` 14400 f ca Pho*s I Z ¢¢ -- s ! hp"' - 1/ 7 g Full 2i../...4,13:3 Fax • .. 12 /18/1y:lb • flowsiN ®w. cask Pm Put / . 1 A ires . ,. D . :. f ... _ • . :... I.... .. �. • I / I 1.3: 4. ''alb ADZ11 /3 DARROLD E. BOLTON Consulting Engineer Mess) £ 70 3.- 4 .-1 - 4 `4/4" 1144 4- :... ; . , o,*' Fro, - GL� . • S LMl ULL t bUL I UN r i41. t UI 1-4,4c 47 „� . _ .S4eaR r pi ,dr PHUT NO. / ` • " OF QALCuLAT c ar P.n./ vATE Jo' CHICKlo Sy _ SCALE ..+•_n.._....... w ...w.•er.i.. •u.+.m'fnHl.tn;t`1.a51 rvYd[4MRMNN�L'f9^ °ATE : • . • .I.3 C.EIY.ED • ,' CITY OF TUKWILA • --PERMIT - PERMIT CENTER• • _ ............:. isxonia._. 1.4? 2477 .9s7. ..� /.. ..'.fir,.. ........; � .._ :7 • ` _..Mi 4 r 7 ZP /52 - ¢G1� ' a2.7 ... 1247 . •42 r), ( ) :.c 2 Q _....,., . Las" _ 3/.3..., . [3, 6" ") .1. :(•CSo s 2 s 46110 . 17044/4 OcY4 Peetgrv.z /./ =...,..,..2 . ;...'.. —.i ce / (4g ('a/,iJsr v, /ad. . 4./ .'.. ...,. ..... • ••• • ._ ....,.. ...... • • I . i ! RECEIVED CITY OF TUKWILA DEC 1 9 Iz PERMIT CENTER _. • • .. .. • _.'--- DEC 1 9 1996 i41.96- 996 TUKWILA PUBLIC WORKS 8 PART A: (TO BE COMPLETED BY APPLICANT) Owner Name: RICK HOLLY Address: 15118 42ND AVE SO., TUKWILA WA Phone: 248 -3983 Agent / Contact Person: KEITH B. DEWEY Phone: 852 -6651 P.O. BOX 16382 SEATLZE WA 98116 Site Address (Attach map and legal description showing hydrant location & size of main: - 156XX 47TH AVE SO This certificate is submitted as part of an application for: 3. Estimated number of service connections and meter size(s): 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: 250' -I•- from setback 5. Minimum needs of development for fire flows: 10O13 at a residual pressure of 20 psi. Fire Marshall 6. Area is served by: CERTIFICATE OF WATER. AVAILABILITY Residential Building Permit 1 1 Preliminary Plat Short Subdivision I 1 Rezone Commercial/Industrial Building Permit I Other Insurance Underwriter Owner /Agent's Signature: i City of Tukwila 'Developer's Engfaeer Utility PROJECT # Dq • 0 35 ONE 3/4" I I I I H.CHLINE WATER DISTRICT City Other Date: 5 -2IvEo GI I Y Ur TUKWI± A NOV 1 0 1997 PERMIT OEM ART B: (TO BE COMPLETED BY /A ?ER UTILITY) 1. This proposed project is located within TUKWILA / KING 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: Based upon the improvements listed above, water cart oe provided and will be available at the site with a residual pressure of 20 psi at 1,000 gpm for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. I hereby cet fy that the above information is true and correct. HIGHLINE WATER DISTRICT 824 - 0375 Agency PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one: IT Acceptable service can be provided to this project. Acceptable service cannot be provided to this project unless the improvements listed in Item #C2 are met. El System is not capable of providing service tc this project. Agency Phone 2. ' Minimum water system imp o vements: (At least equal to B2 above) By: , Polly Daig e (City/County) May 23, Date Phone By Data Designed for: Street • •,• SITE'COND1T1C11S: 1. of Bedrooms - 3 Doi ype - MEDIUM SAti3 1; , 'DESIGN TIE DISTRIGUTI1N,NETWORY, , ,,...1,::.Make•prelisinarY Determination of Trench/Bed Configuration,. , • A. Day desi7 Plow 2 ' 450.00 gals. • Daily flow = II bedroois): X (flow/bedrooms) • . , • • , B Application rate based on soil type = 1,00 gpd/ft2 C. Required absorption area = : 450.00 ft2. Required absorption area (ft2) [Daily design flow (gpd)l;EApplication rate '(gpd/ft2)) EL Selected trench or bed = 2.00 lin ft . , E,• Total trench or bed length = ' • 225.00 lin" ..ft Trench or bed length Ift) [Required area (ft2)]/(Selected width (ft)3 2. Select a Primary Network. Configuration A. Lateral length 55,75 ft Lat length ft (Total trench/bed length (ft) - 0.5 ft)/($ of laterals] B. Lateral spacing = C. Transport pipe length = D. Transport pipe diameter: E. Manifold length 3, Assume a minimum Residual head at the distal end of the uppermost lateral (Lat # 1) 6.00 ft 60.00 ft 2.00 in 18.00 ft . 4. Design t lateral at the LOWEST elevation (Lateral 1 4) 2.00 ft ower. sost lateral. • Tdtal Pressure head far. this lateral = "ISelected Residuall {Elevation( Manifold! ',pressure head at 1 + .:Difference( + I loss : Illpperidst Lateral: t, • 1 . • 1 1 1 . Where' • -1Residual pressure at Total • = (0.1) X the distal end of the luppersost lateral 1 Loss t 8, Select an orifice spacing for this lateral 3.00 ft C. Calculate the rustier of orifices in this lateral 19.00 I of, orifices in this lateral= Ilength of lateral (ft))/(Selected orifice spacing (ft)) (ROLM LP TO THE NEXT WHOLE 111111DER1 ' • D. Select an orifice diameter (3/16- 3/8) E. Calculate orifice discharge rate 0.18750 in 0.61 gpm F. 'lateral discharge rate' for this lateral . 11.68 you 5. : Select .an .appropriate lateral diameter .. 1.25 in N. ' Class of pipe for laterals is Class 200 Design the lateral NEXT to the lowest in elevation (Lateral i 3) ' A. Determine the total pressure head of 'this lower most lateral. Total pressure head for this lateral = 1 5$ t 1 I :Selected Residual! (Elevation t 1Manifoldl !pressure head at 1 + 1Differendel I loss 1 1Upperiost Lateral:1 1St - t 1 I Where 1Residual pressure at 1 Total = (0.1) X !the distal end of the Manifold (uppermost lateral 1 Loss 1 B. Calculate orifice discharge rate 0.61 gpa C. Calculate the number of orifices in this lateral 19.00 1, When lateral length is the sae as that of the lowermost lateral. 1 of Orifices = (Calculated lateral discharge rate in lowest 'at/ / (Calculated orifice discharge rate in this lateral) 11.111011. . • • • `. . ),CE spacing = ILenoth of this,literal in ft3/(l4iaber of orifices) Er Select the appropriate lateral diameter, Diameter for the lowest lat will be fine. F. See t6 below for remainder of lateral calculations; Design .the remainder of the laterals, , at Elev Dif Orifice Lateral 1 Orifices Orifice Lat Lat + 2ft Hd Discharge Discharge Per Lateral Spacing Dia Length . 1 2,00 0.61 11.68 19 2.93 1.25 55.8 2 2,00 0.61 11.68 19 2.93 1,25 55,8 3 2.00. 0.61 11.68 19 2.93 1.25 55.8 4 2.00 0.61 11.68 19 3.00 1.25 55.8 'Select the Manifold Diameter A. Calculite the total lateral discharge rate 46.72 gps B. Select adequate manifold diameter (from table) 3.00 in (End manifold using Class 200 pipe) 1, DESIGN OF TIE PRESSURIZATION SYSTEM Determine the Dose Volume A. Dose volume based on soil type 1, Recommended dosing frequency/day = 4.00 doses/day ' 2. Recommended dose volume = 112.50 gallons ,se volume (gal)=Design flow (god) / Recommended dosing freq/day B. Dose volume based on dose volume/pipe void ratio 1. If entire network remains full between doses = 0 gal, 2. If just laterals drain between oases = 143,61 gal. ?quired dose volume = (7) X (Interior volume of laterals) 3. If entire system drains between doses = 143.61 gal. ipuired dose = (7) X (Interior volume) + volume + volume ;Dime of laterals manifold trans.line , For desired dose volume, select larger of A or 8 above 143,61 gal. Determine Required Pump/Siphon Discharge Capacity 46,72 gal. •uired pump discharge = Sum of all discharge rates from capacity all laterals in the system :111Cu:Ote ttk Total Erin ipri Losses r the 8, panifole laterals: 4:' Calciilate the Total Elevation lift • Total elevationlift „....• , , • • ••: •. , .,„ „.... • ,. (Elev .'. of uppermost • laterall-(EleVi: of. low water level in the 'pump chamber) .•.. • • ..„ ,.• ...• • • — • 5 Determine the Total Dynamic Head.. ' , • , • Selected resiatial pressure: 2,00 ft. , • • • Transport pipe friction losses :I+. ft. • Manifold and lateral friction , Total elevation lift: • -; „ : 600 ft.. Total Dynamic }lead; ; • , .,• 6.; Required Pump Capacity is ,.. 'Total namic.Hpad is . , • • ; . . , • • '••• -.!•;,...••• flasher of bedrooms • ' • • : ''• absorption area is: Tlie.length of the trench is; The width the trench is: ...The 'length of the transport pipe is The diameter af the transport pipe is: The length i, the manifold is: • The diameter of the manifold is: The total ycluze of the laterals is The volume of the manifold pipe is • The volute of the transport pipe.is Dose vol based on vol/pipe void ratio: Dose volume based on soil type is: The required dose volume is • The total discharge for the laterals is: The friction loss in the transport pipe . hanifold and lateral friction losses:, The total ekvation lift is: The total dynamic head is: 450.00 sq•ft 225.00 ft 2,00 ft • 60.00 ft • 2.00 in 18.00 ft 3,00 in 2(1.52 gals 7.51 gals 11,34 gals 143.61 gals 112,50 gals 143.61 gals 46.72 gals 1.76 ft, head 1,00 6.00 ft head 10.76 ft head DATE: 5/8/95 CUSTOMER: BBB Percolation Tests. Attn: Calvin Bagby 1315 108th Ave E Puyallup, WA 9837,: (206) 833 -765J SAMPLE ID: Holly • Existing @ 2.5' TEST DATE: 5/8 / 9 5 P.O. Box 950 • Maple Valley, WA 98038 -0950 (206) 432-9360 Fax (206) 432 -4461 SIEVE No. 10 No. 18 No. 35 No. 60 No. 140 No. 270 ,Pan 2.0 mm 1.00 mm 500 urn 250 urn 106 urn 53 urn Total Weight: i ASTM CUMULATIVE SI': '.'c WT NOM. OPENING • 'MIGHT GRAMS Gravel content to be used as a =diner onl (see USDA ;cifications) 28.0 28. 38.8 79.2 195.7 296.8 306.2 311.6 • C Soil Type: (�f'1 PREPARED BY: I A 9.0% 3.8% 14.2% 41.1% 35.6% 3.3% 98.1% 1.9% Gravel: Sands: 1 8 Very Coarse 40.4; Coarse 116.51 Medium 101.11 Fine Very Fine . Total Sands: 5.41 Silt /Clay: • MEASURED '!a Sample was classified in acr.orda• ice with: The United States Dept. of Agriculture Soil C;r..iservation Service Classification system RECEIVED CITY OF TUKWILA NOV 1 0 1997 PERMIT CENTER D'11 I lailitfilVAggAgowyo • c h.u,,...sa rvvrw�w.. rrwe. avwr+ ��ruihr�w .. :i ?+5�Y1}vU:°%ttY.:S' \Old I 061.10 a rite ,61 i(1/09:p5 G6, • 60 PROP 51 RHE Zo e 0 -F" DK Red Loamy Sand A"-32" Red Medium Sand 32 -50" Coarse Med iu 00 Sand' Type 2 5142 0 -12" Dk Red -Tan Medium and 34 -49" Coarse Tan and Tyne 1' SLY3 0 -12 DK Red Loamy Sane] 12 -32" s Red Medium Sand 12 -0" Tan Medium Sand N Tenn 2 0 H N 0000z.'i o.0*iz8M8 M NJ 4 0 r " s 2 [ ,,, r 0 • H S•.MerltY!M:efrNUr4worm...... w...a. ••∎•••∎•wrowva.M.r.9TV.••∎•• , ..•nKMto+l •••••oV.ur 7 72 ? 4vir & S � 4o o Rt e ° ■ n - 111" D1f get Loamy Sand R Net Mevi him ;,r Parcel #: Sti: K�: 5hy4xnk. nu.. v«-.....,..« ......._...._..�....- .v.a....n. ro-.. T. wvW...` �VR: r) x:. HRrrm'. iMZr. asr. u. u.-... r. wa. w✓ w ..n.m.w.n.xv�u. :..+,.rw.w,.�... Approximate Si rrAS f: ss: Applicant Name -,.".r. I Designer PROPERTY INFORMATION: Seattle -King County Department of Public Health Site Application for 01 i te Sewage Disposal System (Submit 5 copies of application with 4 copies of plans) l c. ." 7' I i Huh. �. Last First by 't 1 :) n —'11 i t , 1 0 Subdivision Name: I • Street Address IJ' r''' City -Zip Code I 9 F ' 2 Street Address I 1 "1 5 1" ci t h City -Zip Code R ..,...nnwww..on.aurt. <nt wn+. ensrmwv .. Activity Number Hg oil I 0 Department Use Only ATTACH A DETAILED ROUTE/ DIRECTION MAP FOR LOCATING THE PROPERTY. ti�.�b1lr:. I '.� . I Phone l ? } ``'" '''" :tP:31/.91111'. { I I `' �" t 1 Phone I `� _ ' ' "� Section' I? i I Township: I? l I Lot: I It 1 1 Range: I fit' _l Block: LJ_Ll Property Size' I 1 ' �, •1 ( i '1 I sq. ft. Acreage: I I Distance from property line to nearest sewer: I 1 ,; - ‘, (11 1 , 11 1 °' ft. Within ULID? L_J (Y ?N) Water Supply L (IP) I = Individual P = Public (More than One Connection) Puf3lic W at er Supply Name' I - ''? ' • '• • ' ` 'i )' 7 `% I ID# l 1 i t 1 I Sensitive Area: LJ (Y ?N) If yes, specify LJ (L,W,O) (L = Landslide W = Wetlands 0 = Other) SYSTEM INFORMATION: New System U Repair Design L_J Detailed Plans Attached: (4 sets) l ` 1 (Y /N) Type of Building It t t I SF = Single Family MF = Multiple Family COMM = Commercial INST = Institutional I G= Gravity GP = Gravity with pump M = Mound PD = Pressure Distribution SF = Sand Filter HT = Holding Tank CT = Composting Toilet E = Experimental 0 = Other Dates Soils Logged: 2 . L`_i " I Soil Logs Data Attached:(Min. 4/lot) L__I (YIN) Depth to Watertable or Restrictive Layer: • `I ' inches Maximum Slope in Drainfield /Reserve Area' Type of System Proposed: CALCULATIONS: Number of bedrooms: l_.__1 Total Gal Application Rate: I1_'_11.1 . gal/sq ft/day Total Drainfield Length: L .j I I ft. Pump Chamber Size (if needed) Ions /Day (450 minimum): Total Absorption Area: Septic Tank Size: I 1 (' I 1._..1 gal. Trench Depth gal. Soil Texture Type (1 -5): L U L:1_1_1_1 _ _1_I sq. ft . t t gal. (min /max): inches I understand that failure to comply with the Code of I(ing County Board ol Health Title 13 may result in the disapproval ol the sewage system being proposed in this application. Non - compliance may also lead to revocation of my Designer's Certificate of Competency and /or appropriate legal action by the Health Department. ner's Signature. •, • r ' r ' ` Desi 9 g < r ' • 1 `� K. I • ',•• "�� ; � � J Date FOR HEALTH DEPARTMENT USE ONLY APPROVED ' -C r) _ BY: (date) Comments /Conditions: DISAPPROVED BY: (date) See attached Site Deficiency Sheet. -NOV 1 0 1997 I ', SYSTEM MUST BE INSTALLED BY A KING COUNTY CERTIFIED INSTALLER UNLESS OTHERWISE PROVIDED BY CODE APPROVAL OF THIS DESIGN APPLICATION IS BASED SOLELY ON INFORMATION PROVIDED IN THIS APPLICATION AND DOES NOT CONSTITUTE PERMISSION TO BEGIN CONSTRUCTION OF THE PROPOSED SEWAGE DISPOSAL SYSTEM OR ANY OTHER IMPROVEMENTS ON THE SITE, THIS APPROVAL SHALL NOT BE CONSIDERED AN ASSURANCE, EITHER EXPRESSED OR IMPLIED, THAT DEVELOPMENT PERMITS FOR THE SITE WILL,@E O �u+tt ``Al$,$I(1a E c1 r I m p „„k ! c 1 THIS APPLICATION EXPIRES TWO YEARS FROM DATE OF APPROVAL. CITY OF TUKWILA • FEB 2 4 1997 6'2o 9/ A DER SQUARE PERMIT CENTER Any person aggrieved by any decision or final order of the Health Officer may make written application for appeal to the Kuir, County Board of Sewage Review it done so within 60 days of the above decision. Dell WHITE - DISTRICT /GREEN - AUDIT /YELLOW - DESIGNER /PINI(• OWNER/YEL LOW • , , 4RFV fi'9n Existing concrete driveway S 88'29 '46" E 20' ingress, egress and utility o easement for Lot 2 0287:17 o � 9 , 1152.00 , — IR • �°' 99 ( 6 � N O \ L 3.5 chain •nk �' ° _ � _ T fence q — —� -- w lw..o LOT 1 1 � ' • l ---1 pro e� lf~ 9.4� a Li-3 \ fir droi nfiel 9 _ #15626 — cc) • d 4 sj)47th Ave.S. . °0 l a ck r y 9 oPPle IExisitng ° �. House z� 14 "che • y 10 apple 9 101.4 99.7 9 6� '\ 54 N. \ 4 "opple 69.7 -■,,. j152.0d - as 0 . set rebar w /co ' 0 0 ' - (TYP) AREA Lot 1 = 12,544 sq.ft. +/— Lot 2 = 15,194 sq.ft: +/— '' Elevation per assumed datum Found monument — 2" pipe 10/6/94 3' chain p 0) link fence 463.23 S. 88'30'32" E co -co Tract 112 0311+.'3 0• S 00'57'28 "'E 4.02' 7 6. / 6' ch k barbed wire fence Stc .611 This Short Plat correctly re inder my direction in confo approriote Name: Date: 8/ g ` /9 z's 2 Certificate No. Ill.,lVA•l•lit�.i I'('r11':IANK II RE :QU),IWl l) x 0 0 C U CLEAN trig ! I iki\il•II•'II ?I,lU TC (INSTALLED) 5!,1): . :;11...1':; i ui., MAIN I' I.I: :I EEr (RESERVED) DRI.N.l vs, r err >� '1:1.Orl: LINE: 11.1]._H._i . I t1(r1'lr Ho/I . ;-- �� -o —. , _.<, _..C.• 1.01 . .1;'E: . *., ._1'll I' ; `;'r:;'I (0N:; 1!;'I EN'I'I,Y' 11S1....5; F10ltl, WATER • 'I'IIAN '1'111? 1)I',:i I.t :N AMOUNT',. THE.. t 11A:; 'Itll'AI. III•:: ;I'I)N :;IItI1.1 I'Y Ft)I( I'.I:::;L111.1. :.Y:;'I'EN FA 11.111W. ('TIE !)F.:i.1 (;r1 I:. •Vt \I.I I) 1)I`)I FOR '1'111, WA•I1•:11 1I'. ^.; :i' ;.,\:; ;'rA•I'I• :I) AIt1)VI:) . • (:1U1'1UN• 1111•; Ir :d.; ()F I11i \ \r1' I:t)llll'rll'ifl' ity.`;i'I.I11!t ;. IN 1)11 itiNI'At:l'It)N i \Wlt /t)tt rtl :1■10VAL o 111E Ult.lOJ.NAI, i'I.I'. IIJ\I'.I.I; :;oiii.:; FItt)t•1 UI1AIt'll•'11•.,,' A111'% NA 111•: :;III:r IN I)V1.11.AI, t)1•• SYSTEM INS'1'AI.1.1 N! I'I: ;I',rlI :I' 'I t' 'PIE DES LONER. IL i. w .: 1 )e i.ne owner's or !lli.l.clet :':i 1 :espon:,i.;IiLy L•, i.111 :t)I :iu plunll)i.ni enniracLors J[ LIte I)I.uoiil.,i.rlg nurt :I.eL:i, r l.t?vnLJ.t)11 :i des: 01 1,)I I.IIe SPI)I.I.e •'iysteon. • I'r..io): lo i . l r : : I r l I I : , r 1. i.nlr nl' sepl. i.e sy.t Lem, • I t s : • i i o u t : ' : I , : 1 I I Iip noL l e d by septic ;ys Leon i 11., I.n 1 lor• Lu •n III t o I_ul) i n:;l.r• ,.1. 'tun. PI !MR LNG S1U11 MUST LIE 1.NS1'AI.LI?D, AND IMPOSED. Designer sIu11I l I,y i.lie ills 1. :lll• r nlnm 1 :00 iiIt?i.inrl of intiiI.I.;ai.on of the septic syslrii :Irnl Irr:i111. In 1.11e•,(;01 1. Cu l ! I. insltet. r Inn Iry the IIer1LLIt Department :.$y l.Im tlr.: : il Owner 'r Ul I)tI i I • It.�l: IIIIIsL I.t. :Ive :1 :.cry$•'• I.•.)1; .' 1�1 •1 I''. 1.:.1111{ :I I I 1.I Sl/ 1: ham: area Cur sepLic lank :uul.tlr :tlinfi.elrl insl :71).�Ci.un. ' !Avert t.luwrl.'piiIII., foul.itiR :uu1'rIIIV st.0 :1nco :.twily Crum Se1.11.i.e Lank :Intl t.lr.ninf io1.1 :•nn. . I, '.nsLall tlr :aittl.ieltl L1:euoeIies Iu 1.1;r.. n:ILtu' :., .rnlottr t.: Ll site. UNIT, l'LU'IIIJ.I'I(; 01111.Ii:I': 11111 tow of .6111.Ii.I. 1,.. I. • r :r,l. un 1.Iwer• LII :tn /8 inc:Ites below/ above Lop r)l the original trnrlis,Lur'bed :;'•i , !i,:!.... IJU1'IUM OF DRAINF.IELU 'UtMlI;S:. 'I'•• be r;I'I. 0,, Lower: 11 t / g incites below top of original undisturbed sc)i.l�4,1,l 2i NE FAUS P,E N►AIN MOTE >� / �i�' tV V I F F AUST BE LOCATED 10 FEET FROM AN'/ PORTION AS PER DESIGN OR BE SUBJECT NOTE: Q,F DRAINFIEI.D, [0 DISAPPROVAL BY .gt:SIGNER, SEPTIC TANK AND SEPTIC TANK CQNNECTIONS,SEWER. :LINE2 ANY 45 DEGREE BEND BETWEEN • fic AND SEPTIC LANK REQUIRES A ,:LEANO(JT ) VIN BAGSY 1315 . 108th Ave. E. Puyallup, WA 98372 833 -7650 / 927 -7432 ;il;l�l'I C SY;,;' I'I'J•i :'! ;sc;l.l' 1.(A II)N :i ( l'LI:%\.'f: I[f:V.1.1;1J E P.LUII ' ;i)11ST UC1'l.()I'I) 0O,TE: STRUCTURE MUST BE LOC;Aret) AS PER DESIGN OR BE SUBJECT. TO DISAPPROVAL BY DESIGNER. 1 47th Ave. it . • G4l`f kN j J1o' n ,&vh a EL. EER .5ER LIE — S F0.0 0 (23. SOIL LOGS O - ?R" Tan -Red Medium Sand 2R -50" 2 ._. Grav -Tan coarse to Fire Sand 50" . Tan Red Mmd .. SanR li �1 . 1 r 1.,.4',"ki N ri l� 7 , h o' HEALTH PARCEL NO. #810RhoOR02 NOTE' DRIVEWAY DRAIN TO BE DIVERTED AS PER DESIGN. TIGHTLINED PAST DRAINFIELD AREA, EHS AT cri as N E N U) co • i 1\1 _c a ' i v 5 r J 1_ 1: ) i o01 0 Lc1 N wm P O z • CURVE DATA 1Q R = 20.00 L = 31.28 02R =20.00 L =31.55 Existing concrete driveway 20' ingress, egress .and utility easement for Lot 2 152.00 112.28 LOT 1 16" Proposed fir drainfield cherry 9 "a 14 "cherry4 "aPPle set rebar w /cap (TYP) AREA t:2 t 1 4 fl apple Lot 1 =.12,544 sq.ft. +/— Lot 2 = 15,194 sq.ft. +/— MEAN LOT WIDTH LOT 1 = 82.55/62.55 LOT 2 = 82.55 152.00 — 2" pipe • S. 158th Found monument 10/6/94 c t i 216.99 0 _#15626 — 47th Ave.S. Existing House f St. S. 156th S 88'29'46" E 287.17 GCC de e ns 25150 Su�' W. 1, \16. �\ J. N North line of the South half of Tract LOT 2 .. V 20.00 N N (0 0 z 3' chain 463.23 Zink fence St. 9101021102 0 Tract 111 °a 135.18 44.86 ° w r. 0 O z x Tract 112 rtnnun»n»rrnnur. •iunifnraiu Iu Proposed drainfield S 00'57'28" E • — 4.02' S 88'30'32" E Note: Date: 1 rPrtifinnfP Kin. 111 0 0 a) 0 6' chain {ink w/ barbed wire highway fence State Hwy 518 0 Name: /D/Z: //9 LcY Z3'O GRAPHIC SCALE 0 20 40 (IN FEET ) 1 inch = 40 ft. 0 S 8 418'11" E EXCEPTION 12 -8.02 8"maple 311.23 South line of Tract 111 80 1. Each lot owner and their successors shall share equally maintenance and repairs of the ingress, egress and utility easement shown on this plat. 2. The post development runoff volume from Lot 2 shall not exceed the pre — development runoff volume. This Short Plat correctly 'represents a survey made by me or inder my direction in conformance with the requirements of approriate tate tutu • d has been properI €IVED OCT 2 5 1996 COMMUNITY DEVELOPMENT N 0 0 in 8.64 METERS FEET - 90 251- I 20 I- 15 1 o [ r 80 70 60 50 ao 10 0L METERS FEET 0 120 351- 110 100 90 251- 80 0 4 7 0 tj 201- I- 15Ith" 101. 5 1- 1 0 01985 Goulds PUMPS, Inc. 0 10 0 0 . . koks. . tta „.,“- g ......mr..114-.. v • ria r.i. rio , N. . •.•:f Curves '' . ..1. / 6 f i 4) .' .1 A. • 4..A. ‘........_ di - .:. 4.... f 1 ' • si ." ' lel. . t 1 • .. , ,) ,,... •.; .. 7 • . 20 30 0 50 10 10 70 CAPACITY CAPACITY 80 90 20 • 10 20 30 40 50 60 70 BO 90 100 100 110 110 12Q 20 120 GPM GPM 30 nta/h ma/ti ElloclivsJo0.1083 M GOULDS PUMPS. INC. MIME --1.-. mrumm ' MODEL 3885 SIZE 1/4" Solids MN ; IN MODEL7 Solids SIZE 3 /4 " Soli i --, i • WE15H 1 , , , --I- WE1OH WE077 11 M-E- I ' 17,11 11111101111 1 312 1 M , . ii i MIIIIIS 1.111.1116111151. rita•lIMINIEMMEIM 715HH . 41 . ____ 1 1 . - - 4 ----t IIIII lin 1m ! T : _:,_ WEO3M RI EN11111114111.6E101111 ,..............E•ml 11111 a MI MOE _ IL. • intl i 1 . --..- i- : II Ii 4. 'WE II -- "Nulll . ....... mar ....._ 1 . L _, _......... L _ 1 i 1 . ....- - , 1,-- 4. WEO5HH , .1--- Ili • 1' 1 , 1 T METERS FEET - 90 251- I 20 I- 15 1 o [ r 80 70 60 50 ao 10 0L METERS FEET 0 120 351- 110 100 90 251- 80 0 4 7 0 tj 201- I- 15Ith" 101. 5 1- 1 0 01985 Goulds PUMPS, Inc. 0 10 0 0 . . koks. . tta „.,“- g ......mr..114-.. v • ria r.i. rio , N. . •.•:f Curves '' . ..1. / 6 f i 4) .' .1 A. • 4..A. ‘........_ di - .:. 4.... f 1 ' • si ." ' lel. . t 1 • .. , ,) ,,... •.; .. 7 • . 20 30 0 50 10 10 70 CAPACITY CAPACITY 80 90 20 • 10 20 30 40 50 60 70 BO 90 100 100 110 110 12Q 20 120 GPM GPM 30 nta/h ma/ti ElloclivsJo0.1083 M GOULDS PUMPS. INC. MIME --1.-. mrumm ' MODEL 3885 SIZE 1/4" Solids MN ; IN . i • WE15H 1 , , , --I- WE1OH WE077 11 M-E- I ' 17,11 11111101111 1 312 1 M , . mum ilirs I A II... F i MIIIIIS 1.111.1116111151. rita•lIMINIEMMEIM . . urn I mu ----t IIIII lin 1m ! T WEO3M ■ WEO3L EN11111114111.6E101111 ,..............E•ml a MI MOE _ IL. • intl * 1-- --- 4. 'WE II -- "Nulll . ....... mar ....._ 1 . METERS FEET - 90 251- I 20 I- 15 1 o [ r 80 70 60 50 ao 10 0L METERS FEET 0 120 351- 110 100 90 251- 80 0 4 7 0 tj 201- I- 15Ith" 101. 5 1- 1 0 01985 Goulds PUMPS, Inc. 0 10 0 0 . . koks. . tta „.,“- g ......mr..114-.. v • ria r.i. rio , N. . •.•:f Curves '' . ..1. / 6 f i 4) .' .1 A. • 4..A. ‘........_ di - .:. 4.... f 1 ' • si ." ' lel. . t 1 • .. , ,) ,,... •.; .. 7 • . 20 30 0 50 10 10 70 CAPACITY CAPACITY 80 90 20 • 10 20 30 40 50 60 70 BO 90 100 100 110 110 12Q 20 120 GPM GPM 30 nta/h ma/ti ElloclivsJo0.1083 M GOULDS PUMPS. INC. Gertu G■c • WE03111. RP Volts 115 Phase M it 9 4 RI' WE03121 1/3 ��� EE 4.7 17 WE0311M 1 9 4 WE0312M 4.7 WE0511 H 13.0 WE0512H 6.5 WE0532H 3 3.4 WE0534H 1/2 1.7 WE0511H11 1 13.0 WE0512HH 6 5 • WE0632HH 3 3.3 WE0534HH 1.7 WE0712H 1 90 WE0732H 3/4 3 5.4 3! WE0734H 2 7 WE1012H 1 11.6 WE1032H ' 1 3 64 WE1034H . 32 WE151211 1 13.3 '-' WEIS32H 3 49 WEIS34H' 1.1/2 46 „C,C ,nUl. I ,., •, FEATURES ilepssoss e 1. ItTfpel l2r 2. Casing 3 Mechanical 7 Seal 41 Shah 5. Motor 6'Beatings - Upper & Lower 7 Power Cable 8 .0 -Ring 3/4" PERFORMANCE RATINGS iin,;anousrer WEmI 1 M WEsti H MOM V4 3500 so 78 71 65 59 50 40 26 10 WE071211 WE0732H WE07S4H WE1012H WE 1110214 WE1M1441 3500 106 102 98 94 81 84 79 72 94 54 28 16 y. MODELS '2 50 W RPM 5 WstjM ID 20 56 25 30 40 is 45 50 00 156 60 65 70 75 80 90 70 100 110 120 BO udes: ant Pump, /E0311M, 12M, 81/2" itrol Switch (230 V) 22 111, SWE•03I2L, 312M, 0612HH. DIMENSIONS , (All dimensions in inches 1 (Do not use for construction purposes I 121/2" • • • • 51 , 4 'I • ROTATION ' D' KICK -BACK 1 t; D " / „'b, %. end 1 HP = 15” except for model WE0712H & WEB. 11HPs r' Avelisbte CerlHkatlons: ' Canadlsn tilaidudt!4 Pe Bureau of Minus for r:on•face applications Via SPECIFICATIONS ARIL SUBJECT TO CHANGE WITHOUT NOTICE. KIN FROM SEWAGE SOURCE SECURED LID WITH GAS "IGHT Sr.AL 24" DIAMETER \ ACCESS RIS'tiR FLOATING MAT NOTE% PROM SEPTIC TANK \r� HIGH WATER ALARM LEVEL NORMAL TIMER OFF LEVEL WORKING VOLUME SEDIMENTS PUMP SIZE 1/3 HP *GOULD WEQ311L FOUR DOZES PER DAY *DOZE VOL. 112.50 *D07E. 46.72 R /p /m *PUMP CYCLE DURATION 2.5 MIN. SEDIMENTS 'SEPTIC TANK TYPICAL.' SECURED LID WITH GAS TIGHT SEAL 24" DIAMETER ACCESS RISER . . .�.y L = � - -*TO DRAINFIELD EMERGENCY STORAGE ENCLOSED PUMP SEDIMENT SHROUD • PUMP CHAMBER (TYPICAL) I1 • 18 THREADED UNION SERVICE VALVE ANTI SIPHON VALVE INDEPENDENT FLOAT STEM FOR FLOAT MOUNTING CHECK VALVE' SUBMERSIBLE CENTRIFUGAL PUMP ' AS NEEDED FIGURE 2 FEATURES: 1. FLOW IS CONTROLLED TO EACH LATERAL BY FLOW CONTROL VALVE 2. BACKFLOW IS PREVENTED BY CHECK VALVE ON EACH LATERAL FEEDER PIPE 3.PIPING ABOVE CHECK VALVES IS ALWAYS FLOODED. LENGTH AND VOLUME OF LATERALS OR LATERAL FEEDER PIPES DOES NOT IMPACT SIZE OF DOSE. LATERAL FEEDER PIPES LOCATE VALVE CONTROL BOX AT ELEVATION BELOW LOWEST LATERAL SERVED PRESSURE DISTRIBUTION DRAINFIELD , HEADER MANIFOLD PIPE 19 TRANSPORT PIPE FROM PUMP • CHAMBER Lateral Cluim Out Si)r)ct ,00" 77". • ..• , s" .. " 11..il; 3 +7 . , • . .. . . . .. . . . . , . . . . . . . . . . . . .. , . . . . 45 Out)! iu (Jyt; 111(1119" :•• , FINISHGRADE • „ • • - • • ' „ • - ' 9• Ihrti,t(11,11 1 U4" t,,ts) b ctId 1.tlic,11 1 1v1)viilit,t) . 1 Trx":•'''. :ii ..l :i ....,,, 7.,?•!' I.t:. .. ..; i i i - i A . .4 i 4. j. 4 . .1. ... ) .... 1 , ' A . . . 1:3. 4,. ;I : 7: I . :1 a c S .. S 4.. 2 ; 2%)( .1. ( 1 i I i 1. 1 . j. a.. ..,2. ., 1: 1, :; :ii ( % :.: ( .'J .f. : .. ,: : .17-17...'. 1 1. f ; !. i ! . ....},. '. .2ki f f..11:141:1 . e. •••• 1 •" 1 VA A .1/4 A X( 1 . rir. i I ..........4...4.: i: i. i :: ''' k I. 1::';' ' .)::....!.!..! T re.15‘ . 5 litavul 1 Ni111.11,114 :'...1..... .. v e . .i. I , ..i: . t k, 11 1 . .s. 4 1. 1 1 .2 1 ..C f: j. ! ,! ,... .. • t i .c 1.:4 .f r ..): 4. 1 • .. N X ,f, ,! .f,..1..4...i. ; ; ; I 4 ,! I (. 5..!. I ' . .' .1 ' ! ' ! ' -el. i ; 2 2.. ..C . , 1'..i. . . ; 1"; 1 \ ' ''. ' ! ". i 1, i.:i :1 e.2 2 , i ' — " LIIIL: 1 1 .1 Z . 1 . ..1.:1: 1 1.1. 1 4.1 t t 1 I t, S. 2" sabfloor to joist or girde4 blind and face nail 2 -16d 6. Sole Mate to joist or blocking, fan nail !Oda 16 o.c. 7. Top plate to stud. end nail 2 -16d 8. Stud to sole Mae 4-8, toenail or 2 -16d, end nail 9- D o a b l e studs. face nail 16d at 24" o.c. 10. Doubled sap plates. face nail 16d at 16" o.c. I I. Too plates, In and intonations, face nail 2 -16d 12. torainstous headet.twopietas 16da16'o_c along each edge 13. Ceiling joists to piste, toenail 3_8d 1 4. Cotta header to stud. toenail 4-8d I 5. Ceiling joists, taps over partitions, face nail 3-16d 16- Ceiling- joiset,to pssdle!rafters, fare nail 3-161 17. Rafterm plate, toenail 3_8d I8- l' Mace eo each stud aedpl*e, race nad 2 -ad 19. 1" x i'shdrh* or less to each bear*. face nail 2-8d 20. Wider than t" x 8' sheathing beech bearing. face nail 3-$d 2 1 . Built -up o ner studs 16d at 24' o.c a Buis -up girder and beams 20d at 32" o -c- at top -and bottom and staggered 2 -20d at ends and N - each entice 23. 2" planks 2 -16d at each bearing 24. Partideboerd:' Ws Sheathing (to framing): ii" -yes" 64 1/4" - gd-: 25. Plyroodts Ssblloor, root and will shathig (to framing): Si* and Less 6d: ym'- 8d or 6d' 7 h "1 gd 1 K"-1 10d Or 8d• Combizotion Sa (to flaming): V.,'' and less bd' 7 .4"-1" 8.1 f St' - 11/4 100or8d' 26. Panel Siding (to framing): 'h' or less 6 Si" ad► 27. Fiberboard Sheathing : W No. 11 gar 6d' No- 16 pa' " No II p.' 8d No. 16 ga.. coteacnow I. Join to sailer girder, tamest) WILE NO. 54— NANJSG SCHEDULE 2. Sri g s„g to jots t.:a al 3. 1' x 6' sobfloor or less to each joist, fsce nail 4. Wider than 1" x 6" aubfloor touch (an, face nai l NAILING' 3 -8d 2 -ac 2 -8d t_aa :Common or box nails may be used exomt where otherwise stead. 2 Coo u aon or deformed shank. 3 Common- •Defommed shank. Nods spaced at 6 inches on center N edges, 12 inches a bsemediae supports (Mbar. at intennediatt samara for floors). except 6 incites at all sappers s where spans an 48 itames.acome. Foretelling ofplywooddiaphmgmcatgdshear walls. refers; Saaim2313 lc), Nash for watt shag may be common, boom or casing. sC $ ion l resiaam ailing or - casing nails ' conforming m the of Sccpon 'Fawners spaces! 3 inches on center st manor edges amd6inchesaaeeeseaintermediate suppootz a Cam .ion- resistant tuna mg nails with Yw had and Ile-inch lmgh for SS- inch sheathing and 14-Inch length for nit -ion she thing conforming to the require- meats of Sccaan 2516 (J) 1. 9 Coerosion- tewnm: tanks with naming 14 -irck etona and ale-isdl kegr kw Witch sheath :nand and 1 y- mcI length for ':5, -loch shembing ctetonaing to We sew et Section 2516 (j) 1. c1b351 Ei If — - -- — 1 {. AL i y • u orzt7ni -- --t the Plan Check 1-cf t r~--- and omissions and err p 11 c. to c- .� violation of any a Pl.,.� cots not authorise authorise NOW of contractor c4 ' 'pted code or of y of approved pl/! 111111111 I { By ( ; ., ;. -G CITY OF TUKWI A APPROVED MAY 14 1938 L R: 11,1 i !U' LDtNG DIv tON 2_) - \bc,c( auk ■/ 2 X10 ssoPgt CIS pF sla� REVISION NO 1 _i i C DRAWN DATE SHEET NO OF JOB NO. Z LU U W = D SHEETS 0 1 LY4i 0357 f I r BUILDING DIM ON NOV 1 O 1997 SHEETS w.tkue -tiocf.e Oalc G 1 [0 l ,{ - 1 S , aCoe(S D -to ve_t CAP a t c2 C4u t occ 0-AA-t-43/1<t.- ! c y �rtu -EiErk- O*A-c4CU/At.- Cat-t[' (- -PAP A4- >C0MA;w: CoNvVe Scx i C E . J !� "✓ 4otB4,J ,. ° � J t t?4 T'. 1 - ! , = 4 i i el BI i 11 // , ; 1 ■ 1 r 0 - 105 .... .. X (.. ' Li J ....... 4 1' = � IQ"-:`5t., OP,- 4. ...- tr CITY OF TUKWILA APPROVED JAN 2 3 1998 AS. NOTED } cc • z 1 , z_ Fn " o Q • w s rr 0 U J II O IPP o _ 6I • � W w I1LW y a F DRAWN DATE SHEET NO 7 JOB NO. / r Ci is ' OF TUKWIL LT 01'0 Dow s W. - o, 6ALes - fease9 6-t4eff SEPARATE PERMIT RE IR'ED FC:1: IyIECHANiCAL 2 VPLUMBING GAS PIPING CITY OF TUKVVILA BUILDING DIVISION I undorataal `.i:o Plan Oh:7,cl; -. sutic:t to C7 r...i ornissiono of plai:o ciao::: rot authorize the violation of any aci2pitcd code or ordinance. Receipt of contractors copy of appr ved plans B y S• ., ...;:i -..,.., ,,, ' LI ._._. , FILE COPY Date / — q Permit No. D NOV 1 n 1997 3 5 RECEIVED CITY OF TUKI"Ii PERMIT GEN', CITY OF TUKWILA APPROVED JAN 2 3 19s. AS tiOiL. LONG DIA17:* OFTAtti VAEC-04-, TeRtv■vr 14 A , Ora- AONI,LAF-E ON -51T1-= k C-ALLI Foe- e,6,1 TI (/) a Z g. 2 Cl) 0 DRAWN DATE ') - .',, - c t' v") o CZ z- cc Lu SHEET NO 1/' OF —11 SHEETS JOB NO. I PLAN NO. il •:.7 5 :7 A _ P- fr t!..e:...i,,,,,,.,...40,,,,, 4- 4 D57iie 03 51 kr.tv■AlTeW-4A (91,0Sna-e_v uTcM )tk 0t) - Aitt 0 • 420a, 6A,m4c) - 4* Cov4Ic eaci— A0 4 n)t-41 suck A5 et-ock-iTiMee tc 'r • ,A 0 • ,_•=7: • • ; \NP9\i bgebe i-kcosE 0.(aci-VitIATM vz-AsIiRsv f5Ktit (3)11iTh4 ecGf-ki A-0 tvavk , e( 7 ,,Covaik-WGE %Co iA/Vvk "eie k4 Nvprt To TWE E:7084 LA,(A beLat.), Mkt 1 cc (504 P__ ,e - - or- — c 4 '24 A$SWPz 4111M2111111MIPMEMB161101, = vrz I rt' ; • . . , CITY OF TUKWILA APPROVED JAN 2 3 1998 NOTED se e e 241./t&cit6 (Co thi\165 . crrYpf NOV 1 0 1997 PERMIT C IL, DRAWN DATE SHEET NO JOB NO. OF SHEETS 14-0351 f 1•111.11k 1 ' 1 .-:,...5.-- ,, ... ,,,----- ! 1 , , ....., .. :,--1 - -....„, . - ! 2,4 r-r-77 •14, ! :,•••,, • • • 717; • -. 2 • r. ,,,.3p,,,6. 4 , ,--, -•: , 1 ...),_ , II - NI1A O tP 1-0 3 , Z- -7 • , et.1 4,4 1 • • bv 44- p I 1 toau-S4 '"ff • • • • H,7) Cr" T i ft CITY OF TUN ILA APPROVED JAN 2 3 19'93 : . is • RECEIVED CRY OF TUKWILA NOV 1 0 1907 PERMIT CENTER 1 DRAWN • DATE SHEET NO OF SHEETS PLAN NO. JOE NO. D 0351 I _ Mit4,: owlva(e tET-t) I 4 r , L AC-4 fy-44,1Ag, 104 D6-1 4 -6 -0' 1 t (‘ -1.K to 1-11 -", 6 1\iiI NI MOM. oF Two Atiti RS'Cati.g. AT" y4.1-4510-1-5 *AL U8C 2S26 . I0 z —4Akt1tMLN, TeettreE - BYA - 7 17.t",e i (tv r t. At.t:hit...: 6TRACt) t - t 1 + 1 1 ÷ I 4- - 4- - r - - 1 1 &__1 1,12 I cV-kP LOW G 7!& kel&Atc t I ,p)111,1.,72 ni ) i;P ( 6 C. 2.)((Ci ti - CEC )(1 ot = _ — ---- N --, 5 1 a \ - 7.41! - -. rz.-ic 1 41 0 AL. ‘ Vi i4N * 2.4 ""..------" ,1 (r)tLire\ \ r .^.34 x_i 7... pi e42, W/C42.4w,- b le e,'>_____:r — — r , -i--' -f-tti" L ,AL Dr-4z. e /...,,,,,, i ! 4- -----4- 4- ---:+ 1 -,+- 1. 1 t 0- .7.,_,.." , c u)Aii.cp xr 4 OA ikeGai .N.161.k_ &.aceo v-eaLy,;,e-so Tr-09_ -cips, WM.tI 1,3EC, t•I'Dee_ 0 V__ 'MO U7E0 l'Alt4tOki I 5 0 i„Ncles-t vit TOO t tvt ti- NA2_ 6 4- (ACM551 UKW/LA • APPROVED JAN 2 3 1998 RECEIVED CITY OF TUKWILA JAN 1 6 1996 PERMIT CENTER 35 04TE I Oti JOB NO. P N NO. )10 e P 114,jto4 coaatC,tott ....—.,_an I . Joist to sill or girder toenail 3.84 2. Bridging to joist. taesail each end 2.8d 3. 1" x 6' saMloar or kw to eaO pist . tie ruai4 2 -8d 4. Wider than 1" x 6" subfloor n each joist. face nail 3 -8d 3. Z' suidloor to Join or girder, bind and face sail 2 -16d 6. Sole plate to joust or blocking, face nail 16d at 16" o 7. Togo piste to sari. std nail 2 -16d 8. Saud to sole plate 4 -8, wand or 2.16d. end nail 9. Double studs, face nail 16d at 24" o.c 10. Doubted sup plates. face nail 16d a 16' o c 11. lisp plates, laps and intasecuoos, face aul 2- t 6d 12. Coma out header, two pieces 16d at 16' o.c along each edge 13. Ceiling joists to place, toenail 3-8d 14. Continuous header to stud, toenail 4 O. Ceiling joints, laps over partitions, face nail 3 -16d 16. Ceiling joists to p`'tilel rafters, face nail 3 -16d 17. Father to plate, toenail 3-8d 18. 1' brace to each std and plate, face nail 2 -8d 19: 1" x8' tbewhingorlestto ea _b 'Jesting, fact nail 2 -8d 20. Wider thin I" x r sbeaning touch bearing. face nail 3-8d 2 1 Bulk -up corner stuns 16d at 24° o.c. 22. Built-up girder and beams 20d at 32' o c. at top -and bottom and staggered 2-20d at ends and at each splice 23. 2" planks 2 -16d at ea±, bearing 24. Particleboard: Wad Sheathing to framing] W -W 66 W- 86t 25. Plywood: SabMoor, roof sad wail aheaabfag (to framing): W awl less 6d= W.V." 80 or 6d' W -1" 8d, 1W-11/4" 100 or 8d' Combination Subtloor m8:rSapmeat (to framing): w and less 6d+ 14 - -l" 8d' 116%11/4" 106 or ilia 26. Panel Whig (to ): W or less 6� w Bd► 27. Fiberboard Sheathing ' W No. 11 ga.s 6d' No 16 ga. ° ' No. 11 p. II 86 No 16 ga.° RECEIVED CITY OF TUKWILA NOV 1 0 1991 ts4JE> kAf +f. TABLE Na 254- 41ALSIG SCHEDULE tCormwt or box nails may be used except what otherwise stated. =Common or deformed shank. 3 COmmton. °Defotimod shank. Nails spaced at 6 inches on center at edges, 12 inches at iniermednee tsippotn (Mi Mischa at intermediate suppers for floors), except 6 nachos at all supports where spans we 48 ladies or mom Far nailing of plywood diaphragms and Aar was, tetra to Se 2313 (c). Nails for wall sheathing may be cteatw, box or casing. tCanasian-mnitant siding as casing main rnnformiag to be requaremons of Section 2516 (j) 1. 'Fasteners s p a c e d 3 inches on center at exterior edges aod6 inches as uatr a iesamedine .Corrosion-resistant roofing nails with Vo -tea bead cod 11/2—inch Imgb nr 41- itkh sheathing and 13/4-inch length for "in -inch sbadang conform* to the regrirr- LOOM of Section 2516 (j) 1. °Corrosion- tesisamc staple s with manias! Pts'ach crown ad I N-im S It gt5 ~rich far sheathing and 1 S -isclo length for •16t -inch thrashing rwnornaing lathe ammo eme-M of Section 2516 (j) I CITY OF TUf;lWILL • APPROVED JAN 1JS, DRAWN DATE SHEET NO w , Co 2 Oc cc z cc U OF SHEETS RECEIVED CITY OF TUKWILA NOV 1 0 1991 ts4JE> kAf +f. TABLE Na 254- 41ALSIG SCHEDULE tCormwt or box nails may be used except what otherwise stated. =Common or deformed shank. 3 COmmton. °Defotimod shank. Nails spaced at 6 inches on center at edges, 12 inches at iniermednee tsippotn (Mi Mischa at intermediate suppers for floors), except 6 nachos at all supports where spans we 48 ladies or mom Far nailing of plywood diaphragms and Aar was, tetra to Se 2313 (c). Nails for wall sheathing may be cteatw, box or casing. tCanasian-mnitant siding as casing main rnnformiag to be requaremons of Section 2516 (j) 1. 'Fasteners s p a c e d 3 inches on center at exterior edges aod6 inches as uatr a iesamedine .Corrosion-resistant roofing nails with Vo -tea bead cod 11/2—inch Imgb nr 41- itkh sheathing and 13/4-inch length for "in -inch sbadang conform* to the regrirr- LOOM of Section 2516 (j) 1. °Corrosion- tesisamc staple s with manias! Pts'ach crown ad I N-im S It gt5 ~rich far sheathing and 1 S -isclo length for •16t -inch thrashing rwnornaing lathe ammo eme-M of Section 2516 (j) I CITY OF TUf;lWILL • APPROVED JAN 1JS, DRAWN DATE SHEET NO w , Co 2 Oc cc z cc U OF SHEETS d11 -351 2 � 1~c 161.6 P °Dir .�r" ( I AF 1ovFL - 7 - h1 t 'J - 1, 5 mos Mifir a il min eve DATE JOB NO. 12.11a. , b" KS gyp' y CITY OF TU r AWROVED JAN 2 3 1 3 AS NC t4�J RECEIVED CITY OF TUKWIIA NOV 1p FIEFiltaff CENTE9 N 0 rn Cr c - 0 Q U o f , Nltn t 1 Ml wm MsX1mUm 'ea* m .. Sitlot L. tn Nt«t>mer o£ FAMMEIBINIMENAIMENSUMMIIIMINCIN ElErMAINENSINEMEMESIMIMIUNIMIll E� T n t1is*wen Maximum Maximum CM-01325. 'flat Elbows WA: t ''._uu 20 1 00 , INIMINCI iiern Bedrooms p ppstitmuln 2 etksa - • -. 75 3 1 120 d 1 1 : . . 1$0 Maximum Maximum CM-01325. 'flat Elbows WA: t ''._uu 20 1 00 , INIMINCI iiern M I E t 0. Washington State 800 and indoor Air Outstay Code TABLE Minimum Source Specific . VentIletion Capacity Requirements Betbroorna lnterauttentl0_ 0 e10tio0 Continuous °potation 20 ctm 25 elm TAKE 3 -2 Whoa ttou.e lientiation FlourAewRmnmtst 1. Tie. able 'bee not be used for dweteilg unite Uraa3 !.,cult Pa .Eidieuat 199, Second &W on Kitchen€ 500 cOm more than 5 ore -i°: 1 x32 F e, z+ 5/5 TTrE. x ex r , qo :i - ?.x Co , 51 , 4 0$ ?J i� t ^P«•plta w For a eeth 500.18001 .Atow 5550001 0 teiy5 trsni 4Rt1'• .. Rea duct.01 tS16�d4m580, liv r80 of Ova sue, TAltE Praa Ora he?e6�ised fotc .00 Supply`0801 S Xtg' 107., () 357 - C — x 14-'s� 8 i t'1r+J. R,Uly tI ^'+i1J rt, t I tA) I QO E (aE.t+p r i +rJc, -Fs mow. 6 s R 6Ejrt€. 1 .5024,-14 4.5 4 , wxl as ti l dEZ STS — t+t I - - k.A.4L F it1E. Gc�FJS f• T- ex). B 4 G,tlr t Z -2 - w /2.4 spia-tc, e.Acl� 1215E 1 , to HA.>Jp i , t_S CEO NV' A Bovt TPO NOos *NC S ys` 1,_ . t '. - DETAIL rift( 1' . i$ fL a Flerf. °'JL C1 WL .r r,.t. PYtou►�it,d4 Hay s.IU. ctkutc f y. l 1 COOOT1 11L O11' Ccif ',� T•w * 91- ' t'NN. -410 f' i 84 114L4 441 r'T- i- Zx Kilns (p1I+: ,61. T® EA. } w - !Jots * ' ►� lick* or 1191-9.V41 Vi 5A - b., i ° »4etakEt r gc- -ri0 . I -)Tcoi VA &a' s • � ^fir. I w � ." 30 � Q > ` .'?irk.; '� e.. 1.4- 51• c , e. 7 ' l i ' a ;.+ .) i 3 r � ' 0 r ° 1 'APT'P.C?C!t b rf t1P�Jcio t1< DES Og vouty "Ne,tistSeQtAcc TU & u a AL, C ' f'7 )Tto t4 �a ?at x rc�ty d16fz- F j 0, E✓ 5r�j mot- i JAN 2 3 5)f RECEIVED CITY OF TUKWILA NOV '1 a 1997 PERMIT CENT s= RESIDENTIAL DESIGN CONSUL IA TON & MGM T 30" Li 1 ° o / DATUM ELEV 70 15626 47TH. AVE TUKWILA, WA 2+16.63 AP STA 0 +00 S EXISTING HOUSE 2�' EASEM MON /CASE 700 7 +00 30' X0 0 MON /CASE INTERSECTION 47th AVE S & S. 156th STREET 57. 7 1 0 PRIVATE ROAD 20' INGRES.: /EGRESS AND UTILITY EAShMENT FOR LOT 2 EXISTING PROFILE 2OLF -40 OVERFLOW PIPE SCALE: HORIZ_ 1" = 20' 2 +00 S 88 29'46" E STA 2 +64, 10.5' LT RIM INV INV 9 EL EL EL STA 2 +64, 10.5" LT EX BRICK CB RIM EL = 89.80 INV EL = 87.5 - 6' OUT INV EL = 89.0 - 4" C.F. VERT. 1" = 10' 89.81 87.5 - 6' OUT 89.01 - 4" O.F. 9 0 2OLF -40 OVERFLOW PIPE /S 8830'32 E S TA 0+57.66 / B sr NOTE_ ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARDS" A;7D SPECIFICATIONS FOR h-IUIIICIPA..L PUBLIC WORKS CONSTRUCTION" PR ' —/RED BY WASH:NETON STATE CHAPTER a= AA:IERICAi1 PUBLIC :'ORKS 4SSOCI A.. T,IOr. 4 TES EDITION, -_ T r -. -v - r N STA 2 +77.13 STA 2 +77.13 /CB TYPE i RIM E:' = 89.90 INV EL = 88.00 CONCRETE WALL EX. 60 CONC— SEE OE TAIL PIPE. 39LF -60 PE PIPE PLUG EAST END I "0 O VERFLOW ROPOSED (CON DRIVEWAY T T_ ce ?. 39LF -60 PERF. PIPE PLUG EAST END B TYPE i F'IM EL - 89.90 'NV EL = 88.00 2OLF -60 PERF. PIPE PLUG WEST END 3 +00 2OLF -60 PERF. PIPE PLUG WEST END -.WIDE INFILTRATION ENCH EFER TO DETAIL - ON THIS SHEET 'Y \ter \ �c�\ U7 S 5' ca t 709 . — 4 "0. OVERFLOW rn m 82 STA 3 +4s- CB 50 YARD DRAIN RIM EL = 86.00 INV EL = 84.55 6" IN INV EL = 85.00..- 4" OUT STA 3 +4..62 W I vry i l$ < , STA 3 +44 CB 50' YARD DRAIN RIM EL = 86.00 INV EL = 84.55 - 6" IN V EL = d5.O0 - 4" OUT � EU IV E.KCSN 311.23' GRAVEL SHOULDE 463.38' ,.- _:� ,S ri i♦� 1 ;� ♦./ y "hid - 6 CONCRETE 4' CRUSH. SURF. 18 ' 30 " WALL DETAIL v. T. s. S 00 '57'28" E 4.02' VARIES These plans have been reviewed by the Public Works Department for conformance with current City stand: rds. Acceptance is subject to errors and c -: which do not authorize violatic ^s of adepts,: ..r` :lards or ordinances. Thz r :c ,s, ility for the _ equacy of the design rests hc: !ly',vith the de: -::per. Additions, deletions or revisions to the cirat':'i after this date wi!I void this ccceptanr, and will require a resubrr:iital of revised drawings for subsequent approval. Fi =' ice is subject to field inspection by the res utilities inspector. 0 ate ,v, �Q4f By: 8" al' OF TIM/LA PROVED . 2 3 ES 2% W O N / VALLEY GUTTER 2Z 12' : S 84'18'11" 6' DRI \/VVAY SECTION ION GRAPHIC SCALE b tla Io ;.SJj0 a ( IN FEET ) 1 inch = 20 K WRAP TRENCH____- N ENTIRELY WITH FILTER FABRIC. TRENCH INFIL TRA TiON SYS TE.'.;' INDIVIDUAL L O T GRAVEL SHOULDER iii Ori'N'oI 7'1. �� 4�ii piiV rJ$.7 li �p 1 � <v ,irk..: • 1Lci3O2- 7 — 6" CEA4L IV I' CL..'_ Cc r :_ i.- CFACIF; 01'06'06" E 8.64 lF IN7;_ 7, - Tr. =. T ON SYSTEM IS _ PAVF'.IE,', T, THEN INSTALL A', IMPERVIOUS FABRIC UNDER - PAVE; tES T OR AS'C' ✓c INFIL TEAT/DN SYSTEM.. ii \T\ 6"0 P_=: =ORS - _.J P,PE C ^., - ' CT 3 CKFILL WASHED N UT /4 "-- 1_1/2 = l.� O°n -o35I J