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Home My WebLink AboutPermit D99-0327 - Gadzuk Residence - New Residencealitztattetoketivii&&t D99-0327 4813 So..-146 St. •.' •••••• Brian Gadzuk City of Tukwila (d, (206)431.3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL .PERIOD EXPIRES, APPLICANT IS.PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: NSFR Type: DEVPERM Zoning: Const Type: Gas /Elec.: Units: 001 Setbacks: North: Water: 125 Wetlands: Contractor License No:. OCCUPANT OWNER CONTACT The granting of cancel the prov or the perfo developmer 004000 -0630 4813 S 146 ST this DEVELOPMENT PERMIT .0 South: Sewe Slo .0 VAL VUE Y Construction Valuation: $ 254 372.00 PUBLIC WORKS ..PERMITS: k(Water,Meter Permits Listed Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant No: Flood Control Zone: Hauling: Start Time: Land Altering: Y Cut: Landscape Irrigation: Moving Oversized Load: Start Time: Sanitary Side Sewer: Y No: Sewer Main Extension: Private: Storm Drainage: Street Use: Water Main Extension: Permit Center Authorized Signature: lance of permit. n of any irk . Private: Signature Print Name:_) ./___Q2L2ZC This permit shall become null and void if the work 130 days from the date of issuance, or if the work for a period of 180 days from the last inspection. Permit No: Status: Issued: Expires: Occupancy: UBC: Fire Protection: East: .0 West: Streams: Phone: Public: 43J Date: D99 -0327 ISSUED 06/09/2000 12/06/2000 DWELLING 1997 .0 BRIAN 'GADZUK 48XX`S 146 ST, TUKWILA, WA 98188 WERRAN STANLEY TRUSTEE 12048 10TH AVE S, SEATTLE WA 98168 PETER GADZUK Phone: 206-525-2508 2024. NE 103, SEATTLE, WA 98125 *** k * **k* ***** *k*k* **k**** *k*** * kit' kk***** k* kk***** k**: kk** k **k** *•k ***•*k * *•k *k*** *kk:kk Permit Description: NEW 2,912 50. FT. SINGLE FAMILY RESIDENCE WITH A 475 SQ. FT.' COVERED DECK. PW ISSUES INCLUDE WATER SUPPLY, WTAER METER, SSS, STORM DRAINAGE, ACCESS ************ k*********• k********* k *:******* * k*•*•****** k*****• k * **k ** * **•k * * * *•k *•k* *** ** - k * *i Separate) Eng. Appr: LJM Size(in): .00 End Time: 130 Fill: 130 End Time: Public: * k k * ** k * **•k *•k:k *•k *•k k *** k* k*•k* ** ** *•k **k* *•k* *•k **** * *•k * *** *** *k* ** ** k *•k k*** k* k* TOTAL DEVELOPMENT PERMIT FEES: $ 3,280.89 - kk * *•k•k***•**k* *• ******* k- k**************k******• k• k*• k* k*****• k* * **k * ** *•k ** **•k* * **** ** I hereby certify that I have read and examined th'1 permit and know the to be true and correct. All provisions of law and ordinances governing work will be complied with, whether specified herein or not. same this ermit does not presume to give authority to violate or r state or local laws regulating construction authorized to sign for and obtain this Date :!✓_Yl�° is not commenced within is suspended or abandoned 13 CITY OF TUKWILA • Permit No: D99• -0327 Address: 4813 S 146 ST Suite: Tenant: Status: ISSUED Type: DEVPERhi Applied: 09/09/1999 Parcel #: 004000 -0630 Issued: 06/09/2000 ** ** k ** * ** * * * * ** * *•k * ** **** * * * * *•A k ** k* 4.-A -A•k k * k k k * *•k *•k•A k k*•k k** A * * * Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila ,Building °Division, 2 `All .. permits, inspection ;records, "" "and - plans shall be available at the job site prior to the Start :ofany con- struction. These !documents are to ``;be maintained avail- able until final inspection approval is granted 3. Electrical permit ` :shall be obtained': through the Washington State Division of: labor and .Industri es and, all .,electrical work will be ,inspected by that agency "(248 - 6630) Plurnbing.permi,ts shall ' be obtained through the Seattle-King County,' Department of Public Health. P l u m b i n g will be inspected: by that 'agency, including all gas piping (29- 4722): 5. Al) : mechani ca l :work shall be the C!i ty of Tukwila. 6 Ali : <' 'constr;u ct i on to be M done in conformance with approved plans and requirements of the' Un i Corm Building . Code: (199/ Edition) as amended, Uniform Mechanical Code (1997 Edition), andWash ington State Energy Code '(1997 Edition). 7. Validity,of Permit. The issuance of a permit or approval of plans, specifications, and 'computations shall not be con -; st:rued to be a permit for or an approval of, any violation of `'any of the provisions of the b u i l d i n g code or of any other, ordinance of the jurisdiction No permit presuming to' give authority to violate or cancel the. p r o v i s i o n s s of this code shall be valid. 8 . Engineered truss; drawings and c a l c u l a t i o n s shall be on site' and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of ':a Washington. State Professional Engineer. 9. 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. 10. Notify the City of.. Tukwila ,Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11, All wood to remain in placed concrete shall be treated wood. 12. NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA @ (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off - site or into existing storm drainage facilities 14. The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. under separate permit issued . [ y 15. FROM OCTOBER 1 THROUGH APRIL 30, COVER ANY SLOPES AND 'STOCKPILES THAT ARE 3H:1V OR STEEPER AND HAVE A VERTICAL RISE OF 10 FEET OR MORE AND WILL BE UNWORKED FOR GREATER THAN 12 HOURS. DURING THIS TIME PERIOD, COVER OR MULCH OTHER DISTURBED AREAS, IF THEY WILL BE UNWORKED MORE THAN 2 DAYS. COVERED MATERIAL MUST BE STOCKPILED ON SITE AT THE BEGINNING OF THIS PERIOD. INSPECT AND MAINTAIN THIS STABILIZATION WEEKLY AND IMMEDIATELY BEFORE, DURING AND IMMEDIATELY FOLLOWING STORMS. FROM MAY 1 THROUGH SEPTEMBER 30, ' INSPECT AND MAINTAIN TEMPORARY. EROSION PREVENTION AND SEDIMENT AT LEAST MONTHLY. ALL DISTURBED AREAS OF THE SITE SHALL BE PERMANENTLY STABILIZED PRIOR TO FINAL;. CONSTRUCTION: Hauling over 50 cv shall recdhire` app- l�rat _i:ori,for a Hauling Permit prior to anyassociated activity. It is. strongl y;ure commended that storm dra be certified .by a r;l icersed ;engineer ;` otherwise ,the '.owner assumes l iab1.l:ity yfor the 'design and any subsequent related; damages. Inf i 1 tration s shall be used whe nev,er soil typos site cOn„d'ltions.`p'emit% In- ltration systems shall' no negatily. impact any y existi;ng`Properties in the area. If gr,aundfinfiltra'tion.,,is :not appropriate for this site, an . a'1 ter native drainage `system sh'al l be designed-by 1 i ce;nsed,en4i neer according `Ga `th.e current K i n g Count Sun`fa:ce: Water Des i gri -Manua 1 and provided to the City Surface; Water r.Engin,eer.:for review nd approval . 20. CLEAN STREET? AND,; REMOVE- . DEBRIS FROM CITY -CATCH BASIN AC,* HAUL-ING ROLITES. AT THE`, CONSTRUCTION SITE. Proje ame/Tonant: y 1. -1 -t i it.) 6-A �� 1 1 Vat, a of 000 Site Address: . State /Zip: ye/ j Li C �TU � ' -)4,c.� 1 1 n- O/- cllil6 T arcel Number: 5) 00 - '/ co - 06 30J / 1.?.r.1.erty Owner: t5 t) trlAc . asi P, Phon � 2o 6 .2. 4 /(4 - Street Address: City State /Zip: i 3DCfP 38'' � S k,4),` La 44 169 Fax #: Cc 'tractor: Phone: ,treet Addre,.p. City State /Zip: Fax #: Architect: P�he°,6e' 361 _ 6 33 qtrelot Address: City State /Zip: ! N C 1a.S. 'i° .S - . io 0- q012S Fax #: 36I 63q,,c_ Engineer: t� c,4 /-- &` \- s{- cre,,c c€ c�1 -c f C t -, (1 Phone: 4 /25 - 74rsG/ Street Address: City State /Zip: I X 2..56 2.6 Sf" A 11r IV eigoOs" Fax #: Coruacf Persons K J 7 W e,L (tO6) Phone: 52 S --D- Sc) Street Address: r City State /Zip: Za 0 -�eci }v , L+ /ll- cl A i .2-S" Fax #: Description of work to be done: c /Veil Si'h 1 1, i P s,ic ezc, 3 caeur e Type of work: El-New Single - Family Residence ❑ Addition - Single - Family Residence ❑ Interior Remodel- Single - Family Residence ❑ Residential Accessory Structure' ❑ Remodel /Addition to Accessory Structure .Garage(s) ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof Is this site served by: j- Sewer ❑ 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: 2 9 l2. sq. ft. Dwelling 9 7 ` r sq. tt. Covered Deck(s) jam— sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck Floor Area Ratio: (total floor area of all structures divided by the area of the lot) ID . 5 For an Accessory dwelling, provide the following: Lot area Floor area of principal dwelling Floor area of accessory dwelling ' Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. CITY OF TUV'VILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 e R STAFF USE ONLY Single - Family Residential Permit Application [ Daftly?) ac S3PERMIT.DOC 2/33/97 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall 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 ❑ Land Altering: 0 Cut /(c cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time ❑ Sanitary Side Sewer #: U ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public in Water Meter /Permanent # Size(s): '1 / r 71 mac. ❑ Water Meter Temp # Size(s): Est. quantity:/ VP Z , gal Pfl)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 expires: ( 10 PLEASE SIGN BACK OF APPLICATION FORM Applica ion t n by: (initials) BUILDING OWNER OR AUTHORIZED AGENT: Signature:- 1 Date: _ 4 Ph 2 S`af ig Fax N: Print name:- j iR -A) ( ;_, r ?,J - , Ad ress: 7 (-, Z. q &J /-.. / cv _ City /State /Zip: C� o l-- ), , �1/A 9 ( / 73 ALL SINGLE - FAMILY RESIDEN L PERMIT APPLICATIONS MUST B - UBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED R\ A REGISTERED ARCHITECT OR PRA:►. .ESSIONAL 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 ❑ 0 Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ m 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) ❑ ❑ King County Health Department approval for septic - 296 -4722 Four (4) sets of working drawings, which include: ❑ ❑ Site Plan (see example Form H -16) 1. Existing fire hydrant location(s). 2. Proposed access road. 3. Driveway location- driveway shall be 10' wide minimum and 20' wide maximum. If driveway is over 150' long, driveway shall be 20' wide and have an approved turnaround (City Ordinance 1741). 4. North arrow and scale. 5. Building setback from property lines. Any proposed or existing easements must be shown on plan. 6. Public Works review requires the following on site plan: driveway location (10' min., 20' max. width), show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 11. Identify location and size of significant trees that are located in sensitive areas and buffers or the shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form H -9). ❑ ❑ Foundation plan and details ❑ ❑ Floor plan ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) ❑ ❑ Building height ❑ ❑ Building cross - section ❑ ❑ Structural framing plans and details necessary to completely describe construction ❑ ❑ 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). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance and other land use or SEPA decisions. ❑ ❑ 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. SI'PERM17'.DOC 2/13/97 • s 71 WiS::.,id_t�,��r.�wi�.• ?�.. rigs+ •174 0303 09/13 MO TOTAL . 121004 x* *k*It*A:k :t *A**AAA* ter AAh* hh** A ••1:tyr:4:1**Akhh:k*:l***—A•. AAIiAk:1�b9.kkk C 11`f OF 1UMLLN.. Wf1 C �7 Y(��i1 5n. •ti• : A41 *4' a1'A*.A*A * **k *AA•1*A *it**:4* *AJ 1 IpAmsmiT... R'Eit'ii14t Amount: 1.... 2.0.1.4 09/09/99 J..1 ( ment .14ethod : CHECK Notation. 13f2i•V:C11 CADLUK Init» TLti Permit No: 099 Feuer .DEVPlritf4 DEVELOPMENT PERMIT Parcel No: 000000-00U .t. S l te. Address: 12:540 PACIFIC HY t: Total Fees: :3. 0IC: :3:? This Payment 1.'21.0.14 • 1ata l ALL ['iota: 1 .::10.14 Balance; 1 .86b 2'w •AAA.44 *•a *k** 1111, A* **•**•A***•A * *hk', * *AA•kk•k *k*1 iv** *•kh *•AkA•A•�S *•k>E * ** *d•* g' 0 07:':;5 0097 t• .1 Account Code Oescrlutian. Amount titLu 000 /24 :1.830 PLAN CHECK -• kEtl 1.210.14 Da 12i0.i4 CHECK 1210.14 ''' OF 1'11f(+,J.i.i A This Paivniertit. 4.1 s4 **14 e* *#tA•k:l :4 :1:hA 4kk -4 kk•t :E•• *A *A ***4Ak•t. #:4 *k:1*k *A*:4 ;ITY t1f ttl� !II A ` ► A T h:AraSMIT kA*A:k **•t•* *:l:hAkA* ***4**.k A : ;kkA, d••` :� �.. t •4;k•. de kA:kA•h:kAAk...A.:4AA:kkAf : h *•h :l4:1 T!? rll�al I1 . �1 r R9000290 Aniuunt i 2.'070.75 06i09/00 09:51 1 vi'un1 Method: 1111 CI( Not:it;1c (•iRC( DY HOMES Ini1,: TLB Perin i t Not D99-0327, Type: 0EV P IRA DEVELOPMENT PERMIT PEtrcei Naa 004000..06.30 Site :Address: 481.3 5 146 ST # i :1 •***4A1 *•A* ****•k;• faCCottI1t Co'ir 000/322.100. 000/343.830' 000/345.830 000/306.904' 000/342.400 41.2/342.400 402/342.400 401/342.400 000/22.100 000 /3411,. 8:30 Total Fee,: 2,070,.75 Tc,tvl ALL Pmts..: Balancer. • A ti***•*** a* A> tA• e•***** k* •*•*A* *ak *••k.A4* ** * *>tik4** Description Amount BUILDING - RES. . 1,861.25 PLAN .CHECl{ • UTILITY 20.00 PLAN. CHECK - WAl1;:R METER 10.01) STATt BUILDING 'SURCHARGE I1ARGE 4. i0 INSP FEE UTILITY 15.00 INSIt FEL •- STORM DRAIN 13.00 3:NSP LEE: - SMr:i c;S 3 20.00 WATER INSPECTION FEE t5.00 LAND) ALTLR 3:NG PERMIT f• LE^ 72.00 L('U1) ALTERING PLAN CHliCI; 37.50 ;3.200.09 3,200.89 .00 - 9717 Tore .2 . SN c .1 .. u, ..t`'ri.. .r.... 'GAZ-l) 14 Project: Type of Inspec ' n: j Address: )-181 S P-16 s+ Date called: k7 Special instructions: ' , : . Date wanted: a.m. \ ) -01 IQL Requester: ...S r ft:4 14\ Phone: ci INSPECTION RECCA Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tykwila, WA 98188 Inspecto6 proved per applicable codes. 19903,27 PERMIT O. (206 167O Corrections required prior to approval. COMMENTS: T v - av h 'i ( nrrbor,4 COWV142 EDI Date: )2 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ..,•1■14.• k 1.44 COMMENTS: ,c) C.,•-- t■ vy, - A1 I 5u \ e' •--( n — a revue 3-) C-3 1 , 1 rl re Yo 014 LI ) V 1 nes tr Itn z, LAG **4 1. - a re) Ur'd ley r ‘ ) Modt\Cfln ICA - c ( inCA (e>.) S1-ti. - \"k4 , -( - loe . ')p rAt 0..)1)v.V._ Cm • Phon : , -? IN '7g0 Project:7 1 4.. L.7 1 - 1 ., Typg..of Inspection: ti,Lai Address: .. etIP k i 1. Date catIle/I: 0 0 i Special instructions: S i 4 2 \ - --... Daranted: C a.rn_.) - / ,I;' p:m. Re L )201,1 Phon : , -? IN '7g0 INSPECTION RE &D Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 $ PERMIT NO. (206)431-3670 pproved per applicable codes. JCorrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: /I A b PP Zol( Type of Inspection: -7 t-) n r\o...._k Address: UL 5 I L q4-N 4 ` . Date called: i i 17/Of Special instructions: ' Date wanted. i / l i f i b 1 a.m. iCrr,r1 RequestA: n r t CkAr... Phone: iov W . (119(41 INSPECtION REaL.) • ph Ue Retain a copy with permit 11%1PECMON No. 4 4( ndv CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: • /1/01 7 u,..„ 10 r6- 1j ,o ou I /4/}4 IAAa ovoi, /7/ 9/0/ i'L,Ade f///a AAA-(--P 9 boom Inspector: Date: // D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ttl Project: r itttde. Type of lnspection:PV ` ik Address i514 47. 144e si..... Date called: 12 -2.6-00 Special instructions: Date wanted: 12 p.m. Requester: 1 (1.14 Phone: INSPECTION NO. INSPECTION RECY1D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' • '.! • • tX1 mz ri PERMIT NO. (206)431-3670 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspector ( e sct Date: P: 7" 00 D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 6ad ttic Type of Inspction.... 111 to ( c}- Wanboaiyd F . 1c ,/ idgs i s s . / t NI...t i Date,callecl:, i I 4- L I Specil instructions: • Date wanted: er0 )7, • P.m. Requestererm i6v ra 11 Phont co ....c( lo p_ 1 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. IV LI tri7=711.1AVIV.ZCW.M=MVOLWitaratentrrii7T r • INSPECTION RE D Retain a copy with permit b c19 6)37 PERMIT NO. (206)431-3670 1 X Corrections required prior to approval. COMMENTS: I I 1 elfr;cro, e e. arrwv\c,k r r v \ Inspector: Date; El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Gad z.0 k T pe I('spe ction: �i( of I ► r'SC4 L-(ai Ad rss: e 81 S. 1 (o ' S+ Date called: 12-12-00 Special instructions: Date wanted: I2.-13 -ov a.m. iD Requeste f3r/Cir7 Phon(20(0) 909 co 02. �r�ti'Sxe_x�!rt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 A pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: L(.)g \ ► v\sk \c,4 t 4,,, ` cool 14A-e. t` ra tm t r Merle ; s 1 } G Ai, 1 1 c VtApi'd 'I . ilk, Mds;bolt ermeMUwAVescAR`. xYwM944KRVIf 1.111 itSMAYAMRIS, INSPECTION RE Retain a copy with permit { i .ref :42 7 PERMIT NO. (206)431 -3670 Date: 0 Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: , F P.O. m i r) cf ! Address: LI 30 -' Date called: --I I...- 00 Special instructions: h/4 (, Date wanted: IZ;' p.m. Requester: d /0- - -e; y ) /-:.....--:--, / ,z-g 4/ 6 - ..,,t ,, /.. ilit,,I - (- • - A J Proiect: , . b6- ra N ‘et). dz., K Type of Inspection: , F P.O. m i r) cf ! Address: LI 30 i 46' Date called: --I I...- 00 Special instructions: Date wanted: IZ;' p.m. Requester: Phone 9o?- / 7 1 /02. Ca • INSPECTION NO. Approved.per applicable codes. Inspector: INSPECTION RE Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 , notr,mati=r-mtstgastovar4r4gr 09 PERMIT NO. (206)431-3670 Corrections required prior to approval. CA „(A.77.44.1 Date: ID $47.00 REINSPECTION FEE RQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: 'P, Ian ( dzt_It— ape of Inspection: 1 1 Address: 1- k - Sk F) S ► 4L 5-\-. Date called: 1 ( 2— — 1-- C_) ..� _.._..e Special instructions: r , Date wanted: 7 -. "- YD a.m. p.m. R nester:. INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. .a-sc+ta mar srnp PERMIT NO. (206)431 -3670 COMMENTS: p Ars t A:1 - 7 ) < Corrections required prior to approval. $47.00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Project: WIG VI (-:(art Ol Ty of Inspection: F ri V1,4 «t c A r s� 3 I `ko Sf fr Date �all Special instructions: / Date w t : /00 ` 1 ) ` 1/2 ! p.m. Re ster:. b rl 4 V) Phone �y) 4// n Z1�tU "' q�-•'�l — T J OZ INSPECTION RE Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 ixm¢..>GGr1 eakt*Nrilhi tL"rrs r..Kki10 .t.44i ..tt.VVe Want use, agiaf CI _ 09T ' PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: a r C 1, -\ ° ?o s tv C 0 \A ►1 pc -A t f r p tie Inspector i`, j9 (- Date: ri $47.00 REINSPECTION FIE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: Ce..4 2 V Type Inspeeiop, i , ( . •- l'Pat+11 l q Ad r 13 s ) L 16 St- Date called: 1 0 1 1 «(JJJ • Special instructions: Date wanted: a.m. 0— )-1- p.m. l QU Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 4pproved per applicable codes. COMMENTS: INSPECTION RE Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. Inspectors L Q (} '43 Date: 10,0141; 06 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: Project: Type of In ction: ,eit Address Date cateUi : VV Special instructions: 1 Date wante - p.m. Requester: Phone: INSPECTION NO. INSPECTION REDO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter B lvd, #100, Tukwila, WA 98188 L.. ..w�..... PERMIT NO. (206)431 -367 A pproved per applicable codes. El Corrections required prior to approval. COMMENTS: v $47. REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Pr ct a Cat 7AdL( Z Type o'gnsOed 1ai1 ' ' ti 44 '''' t"'" ` ' cwei- -�'1 - (dal i I rQ A dress• 3 s . /4449 5 D a called: lu-lq- OD �.. Special instructions: Date wanted: I ", OC) .m. P.m. Req ster: Phone: • Q anzA%4'.+'41•An.ut aineMIRntlNf .9GMVrww INSPECTION NO. INSPECTION READ Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 /Approved per applicable codes. . 4 1:. 4, b P ,. L- I tQ -O PERMIT NO. (206)431-367 0' Corrections required prior to approval. COMMENTS: ID $47.00 REINSPECToN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • .x. :a t . era Project: , / I Type of Inspection: G C Address: /!L 6 !7/� Date called f 0 Special Tnsstructions: Date wanted: I 1 a.m. p.m. Requester: J /a IVT7 Phone: INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 :ri+w +r•: 2',.kr 2 -, +Sry Mly+:cWli�t't'i �... ,_':!'• 14. �cW�ar .'?wu4Eeti::�!Jb'�L�+.w1i'1�w:r L�c:.�. _,�,.. _ Q99-03?-7 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ...i 1 [ ...■ I 16 101 2 ia ete.eoz-4-d s; / tai 144 / e �v ,4 ? ,�. Inspector: Date: �Oo D S47.00 REINSPECTION F .EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: I NWti IC (-7n d zu L Type of In F i t\(t(C+1i.✓1 fir.. • Address S f 4 -? s( .St Date called: R. -S- - O Special instructions: Date wanted: I. - (r C:''t:`_ ") p.m. Requester: . r In (1 / f r Phone: — q&O3 Inspecto'F�`_ INSPECTION RE D Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 •2175e. &WAR PERMIT NO. (206)431 -3670 A pproved per applicable codes. Corrections required prior to approval. COMMENTS: WrL »'ctL V 'M5 A 14.).ate: 10_ 00 ED $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: COMMENTS: ((); 10 P-PC.b 9" ri di g q Gt. Ah4 c(eL /f k44) *7 ‘ 710Pe etil_Ak4fit. @ / lap" 5d, / ‘ 61( 12) &-el i - a i A 'f t.i/ 111 771441 10R44+-241/ S Lati tfrOP( 6) ZeIX Mae, 72) e e:). c diV Katil a.m. P.m. ,Requesfer::,,I 4 r f Phone: Project: - Type of Inspection: CO . .,...-. Address:: '• ;;;.•- • S i i5 Pit • . Kieatil Date called: 1 / Spedial instrqtiohs: • '11. .. ,..,., Date wanted: • , v, ti a.m. P.m. ,Requesfer::,,I 4 r f Phone: ututcla.a.ama. INSPECTION NO. INSPECTION RECC ,Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300;Souihcenter Blvd, #100, Tukwila, WA 98188 .V.p. 6 , 1•.. 4 4 N. 5 c" ,kk • pe 09?—o PERMIT NO. (206)431-3670 0 Approved per applicable codes. ri Corrections required prior to approval. Inspector: 4-U Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :or. th. COMMENTS: 07/00 • cir . C “Abgr hurl/ 1-441,i,, � .,..�.4 , im.' /_.r pf 5,2 ii if , Date called: q/2.416) 1/2.5 Ccim`e I ,n./ s � ! r•� co) iCa q /�16) Icc IXCJ�.:.�. y T 7 L fi i. .. 1, .�� ,- `} 7 ft / /6'4t. C' s - e i V " (e) w e in * I" "" q 7 1 1 0 (...I S'+~.A t�t . tA r *) j 66 P N T 5 0 l S r c r 1- .....*i NI l ,<. Project:,, �� C/ Type of Inspection: 510 Addre s: Y/ 3 Date called: q/2.416) Special instructions: ,yy r " (it : Wk.. Date wanted: a.m. fl 2--7 P.m. Requester: Phone: ; y . ....,..«..».... .....«..«»,,...,..w......,..N.. w.:.n.n....w„*...,mt_•; .y07•.r..7..,+n.N:,fl1114M nnnicn2 rcrzau-:nx4 - telitr:=Z rettn ^: INSPECTION NO. INSPECTION REC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: cij 4ft-j , f $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: Type of Inspection: Address: r 4 i I L4 (4 r . ;-f- te Da called: I C., -. 2 C - ok.. Special instructions: Date wanted: r._i ' 'L Lr ` 0 0 p.m. - &, quester: I t'; A, +r"1 Phone: r 1. r j % 1 1 S ,/ 1, . r • - , ` � .. F�, f rj . Pr ject: ( Type of Inspection: Address: r 4 i I L4 (4 r . ;-f- te Da called: I C., -. 2 C - ok.. Special instructions: Date wanted: r._i ' 'L Lr ` 0 0 p.m. - &, quester: I t'; A, +r"1 Phone: 1)qC(_ U32 :i4:ltt�`A: inn.; na�ur�+ glw�CixsarWYmeSraWema�a +Kaw.vnuvba� INSPECTION NO. Inspector:I INSPECTION RE D Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd, #100, Tukwila, WA 9818 • pproved per applicable codes. Corrections required prior to approval. PERMIT NO. (206)431 -3670 Date:9 ( - 00 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at.6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: :: �. fe.. tzY�r., �' A' �JC awE ;wa:r.�rC'„"y "tsL:s:wi: -a^,�. 1111. 1Y.!' �' t�`.,%' F�. P!. 9�' . nG" n' M* �; L_: Y.:. 1F `•ySLY`L•�i�'!....�..k.,,,C:.Ys _ COMMENTS: Type of Inspection: 4 ✓ Ad 1 r 3 c a (VCI) y ad AWL b, S, h-f .mo 11vt o A � _ (. 1` 4 J,\ (-AV to N. a,t.,■,.t Date wanted:_ a.m. Il 1/t P.m. ,,►� Phone: 4,4 IJ , it- ak.A.4.-e., , Iu -e 2l) v" (IL t. (Al., -txtvolt, T Project vj 7 Type of Inspection: 4 ✓ Ad 1 r 3 c a t ei / ! Date calved: I �v Special instructions: Date wanted:_ a.m. Il 1/t P.m. Requ te� //,, ik J��rt Lim l Phone: El Approved per applicable codes. Y:,vo.r. Y:;Q:,..t:zc.'a::ct4'.1� 4iaraf: )IZVaal.X:.T'A 'Vitt ur.:rszm currcr rx - zzmvYwrsmdAt ¢ >fetea,m 2epy &e tozr rsmWsuxM eA .. INSPECTION NO, INSPECTION RECCC Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 r...:..1.11ec At V , (206)431 -3670 E] Corrections required prior to approval. Date: Q , 7/96 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: /J Receipt No: Date: Project: , C i0 C "2: cam, Type of Inspection:. F6 L.41: c rc.t in.0 Ad Date called: Special instructions: Date wanted: r ( - Q p.m. Requester: 'fir ∎ ci c Phone: 2 f tr " 1.-t -I -.I - 1� � � ,;') INSPECTION NO. Approved per applicable codes. INSPECTION REDO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Si ..•_ .YSc91.02br.Vu ails. r6:�:lta .L.4 .G,..............s.IGa..Na'�.c. • .. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Ins A e Date El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: 6 . Date: Project: Srlai ` JrA e ( 7u k_ T e of Inspection: , roil t dmt v »Yi ( Addre Date call Special instructions: Date wa /ed: /, .m. `7 " / 1. cJ 0 .. Requester: 5 rca- A Phone: 161,1- 90q -- 109, INSPECTION NO. Approved per applicable codes. INSPECTION RE Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila WA 98188 rl b32 .1) ?? ZdoseldraLa (206)431 -3670 Corrections required prior to approval. COMMENTS: Ac Date: // $0 $47.00 REINSPECTION FEE REQUIRED. Prior to in s e ct'on fee p must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project ‘ fe5r(6.0 6 2 6tri ‘ Type of Inspection: FC1A via el + it) in Fer,f-i no Address: Likl3 s /Lit) sr Date called: Special instructions: ( 2j-rTO- 1 4102- Date wanted: 9 - 5 - °C) dral) p .m. Requester: gr a _A C---iari 20 le-, Phone: • INSPECTION NO. INSPECTION RE Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ,099 PERMIT NO. (206)431-3670 Z;pproved per applicable codes. El Corrections required prior to approval. COMMENTS: A f.... Ze t4 Inspec . _ 7/5/ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: SECTION 1.2 CORE REQUIREME . Sizing Credits for Roof Downspout Controls When sizing flow control facilities serving single family residential subdivisions, the following credits may be applied: • Where roof runoff is infiltrated according to the requirements of Section 5.1.1, the roof area may be discounted from the net impervious area used for sizing flow control facilities. • Where roof runoff is dispersed according to the requirements of Section 5.1.2 on lots 22,000 square feet or larger, and the vegetated flowpath of the roof runoff is 50 feet or longer, the roof area may be modeled as grass surface rather than impervious surface when sizing flow control facilities. Note: These credits do not apply when determining eligibility for exemptions from Core Requirement #3. Onsite Runoff Bypass P roposed project runoff may bypass proposed onsite flow control facilities provided that all of the following are true: 1. Runoff from both the bypass area and the flow control facility converges within a quarter -mile downstream of the project site discharge point, AND 2. The flow control facility is designed to compensate for the uncontrolled bypass area such that the net effect at the point of convergence downstream is the same with or without bypass, AND 3. The 100 -year peak discharge from the bypass area will not exceed 0.4 cfs, AND i 4. Runoff from the bypass area will not create a significant adverse impact to downstream drainage systems or properties, AND 5. Water quality requirements applicable to the bypass area are met. aff site Bypass Requirement IF the existing 100 -year peak flow rate from any upstream offsite area is greater than 50% of the 100 -year developed peak flow rate (undetained) for the project site, THEN the runoff from the offsite area must bypass onsite flow control facilities. The bypass of offsite runoff must be designed so as to achieve all of the following: 1. Any existing contribution of flows to an onsite wetland must be maintained, AND 2. Offsite flows that are naturally attenuated by the project site under predeveloped conditions must remain attenuated, either by natural means or by providing additional onsite detention so that peak flows do not increase, AND 3. Offsite flows that are dispersed or unconcentrated on the project site under predeveloped conditions must be discharged in a safe manner as described in Core Requirement #1 under "Discharge Requirements" (p. 1 -17). Manifold Detention Facilities A manifold detention facility is a single detention facility designed to take the place of two or more otherwise required detention facilities. It combines the runoff from two or more onsite drainage areas having separate natural discharge points, and redistributes the runoff back to the natural discharge points following detention. Because manifold detention facilities divert flows from one natural discharge point to another and then back, they are not allowed except by an approved adjustment (see Section 1.4, "Adjustment Process "). 9/1/98 1998 Surface Water Design Manual 1-36 r SECTION 1.2 CORE REQUIREM 'S 9/1/98 Sizing Credits for Roof Downspout Controls When sizing flow control facilities serving single family residential subdivisions, the following credits may be applied: • Where roof runoff is infiltrated according to the requirements of Section 5.1.1, the roof area may be discounted from the net impervious area used for sizing flow control facilities. • Where roof runoff is dispersed according to the requirements of Section 5.1.2 on lots 22,000 square feet or larger, and the vegetated flowpath of the roof runoff is 50 feet or longer, the roof area may be modeled as grass surface rather than impervious surface when sizing flow control facilities. Note: These credits do not apply when determining eligibility for exemptions from Core Requirement #3. Onsite Runoff Bypass Proposed project runoff may bypass proposed onsite flow control facilities provided that all of the following are true: 1. Runoff from both the bypass area and the flow control facility converges within a quarter -mile downstream of the project site discharge point, AND 2. The flow control facility is designed to compensate for the uncontrolled bypass area such that the net effect at the point of convergence downstream is the same with or without bypass, AND 3. The 100 -year peak discharge from the bypass area will not exceed 0.4 cfs, AND 4. Runoff from the bypass area will not create a significant adverse impact to downstream drainage systems or properties, AND 5. Water quality requirements applicable to the bypass area are met. Offsite Bypass Requirement IF the existing 100 -year peak flow rate from any upstream offsite area is greater than 50% of the 100 -year developed peak flow rate (undetained) for the project site, THEN the runoff from the offsite area must bypass onsite flow control facilities. The bypass of offsite runoff must be designed so as to achieve all of the following: 1. Any existing contribution of flows to an onsite wetland must be maintained, AND 2. Offsite flows that are naturally attenuated by the project site under predeveloped conditions must remain attenuated, either by natural means or by providing additional onsite detention so that peak flows do not increase, AND 3. Offsite flows that are dispersed or unconcentrated on the project site under predeveloped conditions must be discharged in a safe manner as described in Core Requirement #1 under "Discharge Requirements" (p. 1 -17). Manifold Detention Facilities A manifold detention facility is a single detention facility designed to take the place of two or more otherwise required detention facilities. It combines the runoff from two or more onsite drainage areas having separate natural discharge points, and redistributes the runoff back to the natural discharge points following detention. Because manifold detention facilities divert flows from one natural discharge point to another and then back, they are not allowed except by an approved adjustment (see Section 1.4, "Adjustment Process "). 1 -36 1998 Surface Water Design Manual SECTION 3.2 RUNOFF COMM. . , .ON AND ANALYSIS METHODS TABLE 3.2 ACCEPTABLE USES OF RUNOFF COMPUTAT MODS TYPE OF COMPUTATION CONVEYANCE SIZING (DESIGN FLOWS) (See Chapter 4 for hydraulic analysis procedures) FLOW CONTROL (NEW/EXIST.) & WO FACILITY SIZING AND ANALYSIS DOWNSTREAM ANALYSIS PEAK FLOWS FOR APPLYING EXEMPTIONS & THRESHOLDS Notes: ( ( (3) (4) (5) APPLIED TO Tributary Areas < 10 ac (measured to individual conveyance elements) Tributary Areas z 10 ac Projects in Full Drainage Review Projects in Large Site Drainage Review Projects in Full or Targeted Drainage Review Projects in Large Site Drainage Review All Projects Rational Method REQUIRED for undetained areas, and OKAY for detained areas if no storage routing is performed OKAY if no storage routing is performed OKAY if no storage routing is performed MAY BE ALLOWED if used as described in the box above TR 55 /SBUH OKAY if no storage routing is performed OKAY for tributary areas >_ 10 ac. if no storage routing is performed MAY BE ALLOWED if as described in the box above KCRTS OKAY if majority of tributary area is detained and 15- minute time steps with flowpath adjustments are used OKAY if using 15- minute time steps with flowpath adjustments (storage routing is allowed) OKAY (must use 1 -hour time steps) MAY BE ALLOWED (must use 1 -hour time steps) OKAY if using 15- minute time steps with flowpath adjustments MAY BE ALLOWED if used as described in the box,above OKAY (must use 1 -hour time steps) HSPF OKAY if majority of tributary area is detained and 15- minute time steps with flowpath adjustments are used OKAY if using 15- minute time steps with flowpath adjustments (storage routing is allowed) OKAY (must use 1 -hour time steps) MAY BE REQUIRED (must use 1 -hour time steps) OKAY if using 15- minute time steps with flowpath adjustments MAY BE ALLOWED if used as described in the box above OKAY (must use 1 -hour time steps) Undetained areas are those not draining to (or detained by) a detention facility or other storage feature. Storage routing uses the Level Pool Routing technique (described in Section 3.2.4) or other similar method to account for the attenuation of peak flows passing through a detention facility or other storage feature. The majority of the tributary area is considered detained if more than 50% of the tributary area drains to (or is detained by) a detention facility or other storage facility. See Section 3.3.3 (p. 3 -46) for details on flowpath adjustments. For projects In Large Site Drainage Review, the selection of methodology for detention sizing and/or downstream analysis becomes a site - specific or basin - specific decision that is usually made by DDES during the scoping process for master drainage plans. Guidelines for selecting either KCRTS, HSPF, or calibrated HSPF are found in the King County publication Master Drainage Planning for Large or Complex Site Developments, available from DNR or DDES. 9/1/98 3 -10 1998 Surface Water Design Manual SECTION 1.1 DRAINAGE REVIEW ( 9/1/98* 1-8 1998 Surface Water Design Manual ` • . Small Site Drainage Review Targeted Drainage Review Full Drainage .Review Large Site Drainage Review Single family residential projects that add 2,000 to 10,000 sf of new impervious surface AND clear <2acres or < 35% of the site, whichever is greater. Small Site projects orotheramo|| projects thot are not oubjen to FuH or Large Site D Review as deter- mined in Sections 1.1.2.3 (p. 1-13) and 1.1.2.4 (p. 1-13), AND which have the characteristics of one or more of the foliowing categories of projects: 1. Projects containing or adjacent to floodplains/sensitive areas; or projects within a Landslide Hazard Drainage Area (LHDA) or Critical Drainage Area; or rural zoned projects subjec to areal clearing limits per KOC1O.82.1SU(c) i to or 2.Pn�ecCopro - modify a drai pipe/ditch that is 12 or Iarger or receives runoff from a 12" r l r erdnaina ge pipe/ditch 3. Redevelo nt p ects proposing ?. $1OD.O0Oin improvements toa high-use ota.o> All projects, including redevel- opment projects, that add 6.000 sf (2,000 sf within a LHDA) of new impamiouuour- face but do not qualify for Small Site Drainage Review, OR redevelopment $500,000 that crdata�S.00Uuf of contiguous PGIS from new and/or replaced impervious surface. UPDs, OR projects that result ina5O acres of new impervious surface within a subbasin or multiple subbasins that are hydraulically connected, OR projects on sites �5D acres within the recharge area of a sole-source aquifer. Category 1 Category 2 Category 3 SMALL SITE REQUIREMENTS -^/ CORE REQUIREMENT #1 Discharge �� Natural Location *ov .` �� - �� . - �� '^ COREREQUIREMENT#2 Offsite Analysis a,w> ��(a) ~ -�(w ~ �^w> ~ CORE REQIJIREMENT #3 Flow Control *uo � (m) ~ ��w ~ CORE REQUIREMENT #4 Conveyance System � w> � ( � �� CORE REQUIREMENT #5 Emaion& Sediment Co/�m| _^~ � �� V �� V '^� � -^^ � CORE REQUIREMENT #6 K�aintenonoe&Opaogionu *(2) �/ ~ �� ~ '^� ~ '^^ ~ CORE REQUIREMENT #7 Flnonnia|Guarantees &Liubi|dy *(2) ��m ° ��uv ~ ��o> ~ ��w , CORE REQUIREMENT #8 Water Quality *(2) ��m> , -�w) ~ SPECIAL REQUIREMENT #1 Other Adopted Requirements �� m> � �^p/ r �^m> _ SPECIAL REQUIREMENT #2 Floodpin/Floodwy Delineation ��(o> � ~/n> � ��w � SPECIAL REQUIREMENT #3 Flood Protection Facilities '^' (x) � �^m � .�m) � SPECIAL REQUIREMENT #4 Source Control ./ ( � � r ��w r . -� � ��x» v SPECIAL REQUIREMENT #5 Oi| Contm| —� w r —�w � —�� (1) Category 3 projects that install oil controls which construct or modify a 12-inch pipe/ditch are alsci Category 2 projects. (2) May be applied byDDE8 based onpn�octnro�-oped8ccondhiono. w Theoevoquiroma�ahovaoxe onoorthoouho|dowhichmuypnacludoorhmit their application to a specific project. SECTION 1.1 DRAINAGE REVIEW ( 9/1/98* 1-8 1998 Surface Water Design Manual T H R E s H 0 a R E 0 M T s OR 1.1.2 DRAINAGD ..EVIEW TYPES AND REQUIREMENTS 1.1.2.3 FULL DRAINAGE REVIEW • Full Drainage Review is the evaluation by DDES permit review staff of a proposed project's compliance with the full range of core and special requirements in this chapter. This review addresses the impacts associated with adding new impervious surface and changing land cover on typical sites. Threshold. Full Drainage Review is required for any proposed projects, including redevelopment projects, that are subject to drainage review as determined in Section 1.1.1 (p. 1 -6), AND which meet one or•more of the following criteria: • Projects which add 5,000 square feet or more of new impervious surfacej but which do not qualify for Small Site Drainage Review as specified in Section 1.1.2.1 (p. 1 -9), OR • Projects located within a Landslide Hazard Drainage Area which add 2,000 square feet or more of new impervious surface but which do not qualify for Small Site Drainage Review per Section 1.1.2.1, • Redevelopment projects proposing 5500,000 or more of site improvements which create 5,000 square feet or more of contiguous pollution- generating impervious surface through any combination of new and/or replaced impervious surface." Scope of Requirements IF Full Drainage Review is required, THEN the applicant must demonstrate that the proposed project complies with the following requirements: • All eight core requirements in Section 1.2 • All five special requirements in Section 1.3 Engineering plans and calculations stamped by a licensed civil engineer registered in the state of Washington must be submitted to demonstrate compliance with these requirements. The procedures and requirements for submittal of engineering plans and calculations can be found in Section 2.3. 1.1.2.4 LARGE SITE DRAINAGE REVIEW Large Site Drainage Review is applied to development proposals that are large and/or involve resources or problems of special sensitivity or com lexi . Because of the large size and complexities involved, there is usually a greater risk of significant impact or irreparable damage to sensitive resources., Such proposals often require a more eve approach to drainage requirements than that prescribed by the core and special requirements in Sections 1.2 and 1.3; it may be appropriate to collect additional information about site resources, use more sophisticated models, and prepare special studies not specified in this manual. Large Site Drainage Review entails preparation of a master drainage plan (MDP) or limited scope MDP which is reviewed and approved by DDES. 14 The threshold of 5,000 square feet or more of new impervious surface shall be applied by threshold discharge area and shall include all impervious surface that will ultimately result from the proposed project (e.g., impervious surface that will result from future homes within a plat or short plat). 15 Landslide Hazard Drainage Areas are delineated on a map adopted with this manual (see map pocket Inside of back cover). 16 Pollution - generating impervious surface (PGIS) is partially defined on page 1 -4 and fully defined on page 1-50. Contiguous pollution - generating impervious surface (PGIS) means a discrete patch of PGIS that is all together as opposed to being separated in different locations on the project site. The intent is to Identify those redevelopment projects that are replacing and/or adding enough impervious surface in one location to allow for opportune installation of a water quality treatment facility. 17 Replaced impervious surface is defined on page 1-4. 1998 Surface Water Design Manual 9/1/98 1 -13 February 28, 2001 Peter Gadzuk 2024 NE 103 Seattle, WA 98125 Ciiy of Tukwila Department of Public Works Subject: Refund Water and Storm Drain Permit Fees D99 -0327, M199 -0152, M199 -0153 Dear Mr. Gadzuk: Enclosed please find check #12230 in the amount of $55.00. This is a refund for the following permit fees: D99 -0327 Plan Check — Water Meter Water Inspection Fee MI99 -0152 Insp. Fee — Storm Drain MI99 -0153 Insp. Fee — Storm Drain Please contact me if you have any questions. Sincerely, al02-iuk42- Kathleen de Jesus Permit Technician CITY OF TUKWILA TREASURER'S CHECK PH 206 -433 -1800 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 Mylinr, Anywhere Access 1400-0717555 ".w .cw b qq -owl lei - 0152, 01 d1;a:/.%�c:�.:nsrtfii . �1' LrDtCnD; i�W k'; f7Y1:.+." S: '�, C�rxd +.irr..:,:'et ?caw.nrr.: c�.'ren7Nr $10.00 $15.00 $15.00 $15.00 Date 11 1 :L25000105':iS350i052069e Steven M. Mullet, Mayor James F. Morrow, P.E., Director CITY OF TUKWILA $ 55,00 12230 Dollars 4 - 114-eA4- 15 \' L-- 19.10/1250 3322 s.n.m I0.4.. o.w. en AP File #: Project Name: Brian Gadzuk 4813 S. 146 Street Date: 04.28.00 Q /projects /sfr brian gadzuk /comment #3 04.28.00 CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Comment Letter #3 D99 -0327 House and Garage D99 -0335 Garage MI99 -0153 Infiltration Trench Reviewer: L. Jill Mosqueda, P:C1 The City Of Tukwila Public Works Department has the following comments regarding your applications for the above permits. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. Access 1. Please provide a profile along the centerline and also a cross - section for the easement access road. Show the full length of the access from 4815 to 5. 146 th 2. For the 4" PVC SDR35 pipe which runs from the garage to the house, please provide the elevations at the house and at the garage. Please clarify whether the slope of this pipe is .02% or 0.2 %. Surface Water Mike Cusick, Associate Development Engineer, performed a supporting review of the storm drainage report. Following Mike's review he met with Dale Hemphill regarding the submitted storm drainage report and plan. The following comments and corrections must be addressed: 1. The 100 -year, 6 -hour, Soil Conservation Service methodology of peak runoff flows used by Mr. Hemphill does not meet the 1998 King County Surface Water Design Manual requirements. King County's Runoff Time Series is the approved method. 2. Mr. Hemphill understated the impervious area for the project. The impervious area calculations must include the access road. The actual impervious area in the developed Page 1 c condition is about 13,000 square feet. The driveway is in the some drainage sub -basin as the rest of the site. The flows converge within a quarter mile of the site. The 1998 KC Surface Water Design Manual, Section 1.2, Onsite Runoff Bypass, states: Proposed project runoff may bypass proposed onsite f /ow control facilities provided that all the following are true: 1. Runoff from both the bypass area and the flow control facility converges within a quarter -mile downstream of the project site discharge point AND 2. The flow control facility is designed to compensate for the uncontrolled bypass area such that the net effect at the point of convergence downstream is the same with or without bypass AND 3. The 100 -year peak discharge from the bypass area will not exceed 0.4 csf AND 4. Runoff from the bypass area will not create a significant adverse impact to downstream drainage systems to properties, AND 5 Water quality requirements applicable to the bypass area are met. If the driveway runoff cannot be detained, the allowable release rate from the detention system needs to be throttled back to account for the undetained runoff leaving the project from the driveway in parcel "A ". 3. Mr. Hemphill must comply with the requirements of the 1998 King County Surface Water Design Manual. The information provided by Mr. Hemphill'does not meet the current requirements needed to approve his application. Please review the project letter dated, February 4, 2000 which was sent to you by Jill Mosqueda. Q /projects /sfr brian gadzuk /comment #3 04.28.00 Page 2 April 28, 2000 Brian Gadzuk 13041 — 38th Avenue S Tukwila, WA 98168 RE: CORRECTION LETTER #3 Development Permit Application Number D99 -0327 Gadzuk Single Family Residence 4813 South 146th Street Dear Mr. Gadzuk: If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No, D99 -0327 c City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 - 3670 • Fax: 206. 431.3665 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. f; d.:::;IZmit,'..::¢' ,11.::eWx l4ailt:'i414i to <si': e V Serra1 a62 ttm14• CSAfR , /•41M10%Ve"VA•..f' . February 7, 2000 Brian Gadzuk 13041— 38th Avenue S Tukwila, WA 98168 RE: CORRECTION LETTER #2 Development Permit Application Number D99 -0327 Gadzuk Single Family Residence 4813 South 146th Street Dear Mr. Gadzuk: If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D99 -0327 City of Tukwila W, uisa67b7i�' �Ci4txdd:.l 33a! SNiESMk�tRx1�,' k��cf,: 5�. mr�:* e+ na��+ xsnm �vav+ s.ti v�vt�► euehmN N�xw, Yw.+ ewr++ w� ..r..u.,...,.«.».........:.,.._ Department of Community Development Steve Lancaster, Director • Steven M.•Mullet, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670. • Fax: 206-431-3665 October 8, 1999 Brian Gadzuk 13041 -38th Avenue S Tukwila, WA 98168 Dear Mr. Gadzuk: City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D99 -0327 Gadzuk Single Family Residence 4813 South 146th Street John W Rants, Mayor This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department and Planning Division have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda I -Iolt Permit Coordinator ' - encl xc: File No. D99 -0327 Phone: (206) 433.1800 • City Hall Fax: (206) 433.1833 Project Name: Brian Gadzuk 4813 5. 146 Street File #: Date: 09/28/1999 Reviewer: L. Jill Mosqueda, P. CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS 099 -0327 House and Garage 099 -0335 Garage MI99 -0153 Infiltration Trench The City Of Tukwila Public Works Department has the following comments regarding your, applications for the above permits. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. General 1. The garage shown on the plans is being permitted on both of . the "D" permits listed above. Please indicate which permit number you wish to use for the garage. 2. I now have three site plans for 4813. Please ensure that the dimensions match between all three permit applications. For instance, the square - footage of the house does not match between the three permit applications. Access 1. Please provide a profile for the easement access road. Show the full length of the access from 4815 to 5. 146 . 2. On the plans, please show dimensions for the access, including the hammerhead. Include the lengths, widths, and radii. p C, i) I- L k=Oa t D°tq- o37: Page 2 09/28/99 099 -0327 b99-0335 MI99 -0153 3. Instead of showing a crown section for the access road, please slope the section so that all runoff from the access drains to the east. 4. On the plans, please show drainage for the driveway and hammerhead. The water from this added impervious surface should be part of the surface water design. Surface Water 1. The City follows the 1998 King County Surface Water Design Manual (KCSWDM) guidelines. Your plan shows addition of >12000 square feet of impervious surface for 4813. A full drainage review is required for sites • adding over 10,000 square feet of impervious surface. Please provide all . elements of a full drainage review which apply to this site. I enclosed pages 1 -8 and 1 -13 from the KCSWDM, which outline full drainage review requirements. The drainage plan for this site must be designed and stamped by a licensed civil engineer, who can help you determine which elements of the full drainage review your site must meet. 2. Please clarify the actual location of the drainage trench. Please provide the actual expected dimensions based on the actual expected square footage of the house and garage. On the plans, please show the footprint of the trench, drawn to scale 3. A trench drain was permitted under MI99 -0153. You to supply revised plans and a request for revision for any changes to those approved plans. Examples of changes include changing from a trench to a pit and changing the location. Since the approved design was stamped by an engineer, an engineer will need to stamp and sign the changes. Land Altering 1. Please explain how you plan to dispose of the Cut material. On the application for the house and garage, the cut quantity is 100 cubic yards. On the application for the garage is 30 cubic yards. Is the cut equal to 70 cubic yards for the house and 30 cubic yards for the garage? 2. Show stockpile areas and clearing limits. Clearing limits means: the boundaries of ground disturbance. If the whole site will be disturbed, please show that as clearing limits on the plans. ..Provide: an. erosion prevention and sediment control plan per KCSWDM. The plan must include clearing limits, temporary and permanent stabilization, length of time the ground can be left open before temporary or permanent measures must be installed File #: Date: CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS Project Name: Brian Gadzuk 4813 S. 146 Street b99 -0327 House and Garage D99 -0335 Garage MI99 -0153 Infiltration Trench 02.04.99 Reviewer: L. Jill Mosqueda, The City Of Tukwila Public Works Department has the following comments regarding your applications for the above permits. Please contact Jill Mosqueda at (206) 433 -0179, if you have any questions regarding the following comments. Access 1. Please provide a profile for the easement access road. Show the full length of the access from 4815 to 5. 146 Surface Water 1. The City follows the 1998 King County Surface Water Design Manual (KCSWDM) guidelines. The drainage evaluation you provided is not per the 1998 manual. Please provide a full drainage review and storm drainage design per the 1998 manual. 2. If you installed the drainage trench permit under MI99 -0153, please show the footprint of the trench, drawn to scale. If you do not intend to install the trench, please let me know, so I can pass that information along to the inspector. Q:/projects/sfr brian gadzuk/comment letter #2 ,• • Page 2 02.04.2000 099-0327 099-0335 M199-0153 Land Altering 1. Show stockpile areas and clearing limits. Clearing limits means: the boundaries of ground disturbance. If the whole site will be disturbed, please show that as clearing limits on the plans. 2 Provide an erosion prevention and sediment control plan per KCSWOM. The plan must include clearing limits, temporary and permanent stabilization; length of time the ground can be left open before temporary or permanent measures must be installed. • Q:/projects/sfr brian gadzuk/comment letter #2 DEPARTMENTS: Building Division Public Works t tInA A' �� a K,40 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved Structural Incomplete Structural Review Required APPROVALS 0 CORRECTIONS: (ten days) Y•NNONII I .IN)l' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0327 DATE: 9 -5 -2000 PROJECT NAME: BRIAN GADZUK RESIDENCE SITE ADDRESS: 4813 S 146 ST Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # XX Revision # 1 After Permit Is Issued Fire Prevention U Planning Division Permit Coordinator Not Applicable Fl No further Review Required DUE DATE: 9-7 -2000 DATE: DUE DATE 10 -5 -2000 Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions I I Not Approved (attach comments) E REVIEWER'S INITIALS: DATE: DEPARTMENTS: ) Building Division P u b!c orks (o-A Complete Please Route Approved YMMIrt111 DOC ACTIVITY NUMBER: D99 -0327 DATE: 6 -6 -2000 PROJECT NAME: BRIAN GADZUK - RESIDENCE SITE ADDRESS: 4813 S 146 ST Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 3 Revision # After Permit Is Issued PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP TUES /THURS ROUTING: APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Structural Review Required REVIEWER'S INITIALS: . •: �: T�-. n, v*:' n:, ti. ;r.lrnr,.:au:�r.x,;;um�k?lwr�r, wren•. R: w. rr.+ n, �cr., m+,.,..w».....,......,,,...,,, Planning Division Permit Coordinator DUE DATE: 6-8-2000 Incomplete n Not Applicable n Comments: No further Review Required DATE: DUE DATE 7 -6 -2000 Approved with Conditions ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved C Approved with Conditions ri Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: i: " ACTIVITY NUMBER: D99 -0327 DATE: 4 -17 -2000 PROJECT NAME: SINGLE FAMILY RESIDENCE SITE ADDRESS: 4813 S 146 ST Original Plan Submittal XX Response to Correction Letter# 2 Revision # _ After Permit Is Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Pu lic Works J I Oliva �I DETERMINATIOI)1 OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTIWC: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S NITIALS: C°We- REVIEWER'S 1 ' \PRROUTE.DOC 5/99 Approved with Conditions PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention n Planning Division Structural Incomplete Structural Review Required I AMIM1-47 CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: r . :t.IW. ?.:qi .i tkMe.. i:-' tit :rS. •i Permit Coordinator DUE DATE:4-18-2000 Not Applicable n No further Review Required n n DATE: DUE DATE 5 -9 -2000 Not Approved (attach comments) DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D99 -0327 DATE: 1 -26 -2000 PROJECT NAME: GADZUK SINGLE FAMILY RESIDENCE Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: Approved WRROUI E.DOC 5/99 1 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Structural Review Required Fire Prevention Structural n REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator DUE DATE: 1 -27 -2000 Complete Incomplete n Not Applicable Comments: No further Review Required Ti REVIEWER'S INITIALS: DATE: DUE DATE 2- 24-2000 Approved n Approved with Conditions ri NotApprovv dd (attach comments) (AY M w -OD DUE DATE Approved with Conditions Not Approved (attach comments) n 1 REVIEWER'S INITIALS: DATE: DEPARTMENTS: Fire Prevention Aux, I° MPG 4" Public Works. Structural Ilk Hamad t - -91 Buildi ng Division 1 Complete Incomplete ri TUES /THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (ten days) \PRKOUI [ DOC 5/99 ex rn4 C.t5 C PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D99 -0327 DATE: 9 -9 -99 PROJECT NAME: BRIAN GADZUK RESIDENCE XX Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # — Revision # _ After Permit Is Issued Plan ing Division 4. 49 Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 9 -14 -99 Not Applicable Comments: No further Review Required ri REVIEWER'S INITIALS: DATE: DUE DATE 10-12 -99 Approved n Approved with Conditions Not Approved (attach comments) g fv_ (bv -* ( � 1O -1 - qi REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Revision - No.. Date .: Staff . Received Initials Date Issued '•Staff Initials 9- Ss-op 1 ■ LP, q - 25 -00 2___ Summary of Revision: ON A •, . , • ` . • Summary of Revision: Received By: sir al "maw Revision No. ' • Date Received Staff • Initials Date Issued Staff Initials I I 1 Summary of Revision: I Staff Initials ' Received By: Revision No. • Date Received . I Staff Initials I Date Issued Summary of Revision: I Staff Initials Received By: . Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff initials Summary of Revision: Received By: . .:. PROJECT NAME: Gad zvi CeS;CIEAc .e, PERMITk,,, Site Address: L-19.3 S , l �l (rz �" S+ - .. -- Original Issue Date: Revision No. Summary of Revision: Date Received • REVISION LOG Staff I Initials Received By: Date Issued (please print) (please print) ' (please print) (please print) (pl ease print) Staff Initials 1 City of Tukwila Department of Community Development Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: J / I� Plan Check/Permit Number: / - 6 ,3 7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Xr Revision # 1 after Permit is Issued RECEIVED CITY OF TUKWILA SEP - 5 2000 PERMIT CENTER John W. Rants, Mayor Project Name: P Q t 6-a dz v &< Project Address: 8 /3 S /46 44 ` - ' Stet Contact Person: r - t'e (Z > • Phone Number: � at3 ! � -3 0 5 6- 5a 5 0 horn e Summary of Revision: t° U i s (6Lt— clR r I v)c 5 l ' C fans' '_ to f (rte(... O c i e. ( I l I-1- fr ac d es an/ d cwi ti a7 f frt d 1 a dd. co.- 5Pdi d 1 -pe- 1 C -If"k 4bczs(I/ h is chavij e It en a! le us - b c/ l y ma it) - r I'cc - eX cst u'h ?ad e au_ Kamm etQ h ad a M c°as read: � dcst c a,0 s u)HI nom* r te, a b l I 1 t y o -E syc o f P d e ,pplbfea I y Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (Er Entered in Sierra on 06/29/99 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fac (206) 4313665 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Date: (rl ❑ Response to Incomplete Letter # Response to Correction Letter # 3 ❑ Revision # after Permit is Issued Project Name: ' Br%Cw\ EJQd � Project Address: 1-kei S k t- A`.P s4 Contact Person: *eX 6CJ ZU L Phone Number. Z0(D —2,5 Summary of Revision: 6 v k ea 1 vm Y eS�YlSe.. C.orre i r� L pex- k'e�tx t matie I� e e . . Sheet Number(s): City of Tukwila Plan Check/Permit Number: ' D321 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: .JCJ Er Entered in Sierra on 0 John W. Rants Mayor Department of Community Development Steve Lancaster, Director RECEIVED CITY OF TUKWILA JUN - 7 2000 PERMIT CENTER 06/29/99 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Far (206) 4313665 City of Tukwila Department of Community Development Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: gp / 7 C Plan Check/Permit Number: 0 Response to Incomplete Letter # Response to Correction Letter # 2 Revision # after Permit is Issued Project Name: /3 r 14 h 6 cI vk Project Address: 1/R/3 / S 6 u / y6 Contact Person: Pe / 6 ev a d2ole_ • Summary of Revision: A CC ess 1 S,..�acc Gval a/ /j e �i sc� / e c Il .-Lt (Fu// Mira, P /pp 2 Per Mi9?. -0/3"I Ca.h lerl .... CI( Riee /0 5 - `/ 4 rcb 5,// Received at the City of Tukwila Permit Center by: Tr Entered in Sierra on 1 ' 1 1 ' DO D99- 6.327 CIT OFTUKWILA PERMIT CENT Steve Lancaster, Director L,I'.t1 Phone Number: 2 0 - £ 2S-- 25 John W. Rants, Mayor Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: f City of Tukwila Department of Community Development Steve Lancaster, Director w' DOW Plan Check/Permit Number :D 97 - 0327 O Response to Incomplete Letter # • Response to Correction Letter # 2 O Revision # after Permit is Issued G9D2 O K s/ivGLE^ Project Name: Project Address: i SD Contact Person: 13R //9N Gfi►.D z 01 c F,9M /L y Res /peen c L^'' / G + �'S , eel. C Phone Number: ZID John W. Rants, Mayor Summary of Revision: P'U9.L /TE Re v/614) (D/?09 /10FIGO) 2, REV /SE D UT /GAT/ D ''/9& / #6 3, G'RI9D /AEG PIRA) ) y b R /Vi11f1 c'6 P )9&/ S, REV /SED S /TE PPAmi 6, DELtTE MI94 *0/53 / NF /LTRATIDN TREAucf/ rir °a UCLA JAN 2 6 2000 PFRMIr nammCR Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: : e Entered in Sierra on f AO° ° 06/29/99 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City of Tukwila Fire Department Fire Department Review Control #D99 -0327 Re: Brian Gadzuk residence - 4813 South 146th Street Dear Sir: September 16, 1999 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 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) 2. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (City Ordinance #1846) The fire department turnaround shall be labeled as a fire lane. John W. Rants, Mayor Thomas P. Keefe, Fire Chief "FIRE LANE - NO PARKING" areas were declared at your complex because of less than minimum clearances for fire department vehicle access. These areas are in need of re- signing or repainting per City Ordinance #1846 and Uniform Fire Code Section 10.206 as amended. Fire apparatus access roads "fire lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters 18 inches painted in the Headquarters Station: 441 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 Page number 2 lane, at fifty foot intervals, stating, "FIRE LANE NO PARKING ", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #1846) 3. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) 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, City of Tukwila Fire Department The Tukwila Fire Prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 KING COUNTY Rek_ential Sewer Use CertificLon • (To be cortipleted for all new sewer connections, reconnections, or change of use of existing connections. This form does not apply to repairs or replacements of existing-sewer connections.) Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The King County Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge on this form should be referred to King County Water Pollution Control Division at 684 -1740. (Please print or type) Owner's Name (J'��2.O_I513A) (Last, First, Middle Initial) Property Tax I.D. Number CO - /AA() 0 630 Property Legal Address: Subdivision Name Subdiv. # Lot # Block # Building Name (if applicable) Property Street Address City, State, Zip TU ri v ; �!�- , GO GI 9 1 6 C i Owner's Mailin Address 1g3au s (If different from - above) Owner's Phone Number ( 2 Z 0 6 ) L / 6 / - . 2803 Property Contact Phone Number Party to be Billed • Of different from owner) Party's Mailing Address (if different from above) 1057 (Rev 2196) rJ t:ekts✓ii;- !..':. n.4aPT`::a.:Rf lVf•..:': ?•...�t •i:' tib YYrut: MY <.f - At.N•�'uY;•: er ::•A:'rA�nW r.•..rx City or Sewer District V 4111 -0{-e _ S v'-e Date of Connection: Side Sewer Permit # Please check appropriate box: Single- family 1.0 ❑ Duplex (0.8 RCE per unit) 1.6 ❑ 3 -Plex (0.8 RCE per unit) 2.4 ❑ 4 -Plex (0.8 RCE per unit) 3.2 ❑ 5 or more,(0.64 RCE per unit) No. of Units x 0.64 = ❑ Mobile home space (1.0 RCE per space) No. of Spaces x1.0= For King County use Account # Morithly,Rate Six: Month Due Residential Customer Equivalent (RCE) For condominiums, please fill out Supplemental Form A in addition to this form. White - King County Yellow - Local Sewer Agency Pink - Sewer Customer CITy SEp - 9 199 PERMIT CENTER cAc1i. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative 3✓' ✓ ��% Date q q Print Name of Owner /Representative _Bta? _� t2 • PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): Owner Information: Agent/Contact Person:. Name: 1 ti r4 O Z u k Name: Address: ? p 7 q /Ci Gr /O3 ' Sc., ff4 U4 Address: Phone: 2 0G- S 25 a Phone: This certificate is for the purposes of: 9 Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): of structure ft. Vehicular dista_rce-fr6m n - -rest hydrant to the closest point Area is rued by • - :, district): WD 12s-- Ow r /Age �• ig% . ,, �) Date: $`9 -97 CITY OF E 'IKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 H-lla Certificate of Water Availability PROJECT #: (Required only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) The proposed project is located within (City /County) The 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: .il (Use separate sheet if more room is needed) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of ` 8 gpm at 20 psi residual for a duration of 2 hours at a velocity of 7 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. • Iz, r mi Cc. (� �; ,( >7 . i zC Agency/Phone 20 (; 2-Y Z' S ? WTRAVAIL.UOC 6/5/96 Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to 82 above) (Use separate sheet if more room is needed) Agency/Phone By Date r Part A: (To Be Completed by Applicant) Purpose of Certificate: ❑ Building Permit ❑ Preliminary Plat or PUD ❑ Other Short Subdivision ❑ Rezone Proposed Use: VI Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: 1 f , &a z oh Phone: 0. S`AS =- 2svr Property Address or Approximate Location: y'jj - S• 196•f`' L - Iwo - / - (3 •fie Joo ) Legal Description(Attach Map and Legal Description if necessary): cf ika,Gcx' Part B: (To Be Completed by Sewer Agency) 1/ 1. 1 a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): • 2. • (Must be completed if 1.b above is checked) IA a. The•sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. IA a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: S io GFC: $ SO `7»t SFC: $'ib - Jeje-vie-+McdONIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required 1 4 May be Required c. Other: By "tWORKING TOWARD A BETTE NVIRONISENT al e> _, SEWER DISTRICT I I Certificate of Sewer Availability As ji j14 r Title 14816 Military Road Soufh P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year. fr• , date of signat r Date FE Olcr OWNFP: BRIAN & TAMATHA GAVZUK 2024 NF 124Th 5T SEATTLE WA 98125 PROJECT NAMF, GAPZUK RE5119FNCE PROJECT Af2JR55 50UfH 14611-1 5T ZONING SINGLE FAMILY OCCUPANCY R3 RE9PFN11AL U PARKING GAP.AGF CON51VUCTION TYPP VN-SPRINKLF P LOT AREA 19,659 5F PULPING A FXI511NG: 0 NEW : 2094 5F LOT COVERAGE 2094 + 1500( GAP.AGF) - 3,5945F: 19959 = 18,0% LOT COVERAGE 2094 ; 19,659 - 10,65% COMP PORC1 4755F HFATFP F1-O0R AP.FA 2912 SF GLAZING PFRC, 589,25: 2912;- 20.2% HFA1NG FLFC1PIC HEAT PUMP WIN7OW5 VINYI, max, "u" = 0.65 PROJECT ARCHITECT I;Ot2 E NOVION AA ( 206) 361-615, 5TRUCTURAL ENGINEER CIVIL ENGINEER 501L5 ENGINEER 5FPAP.A1F ELECTRICAL, MECHANICAL, ANP PLUMPING PFC;MITS, 20 0 89.0' P.L A GAP.A ( 5N'AP,A1g P�t?MI1, 12k1VMAY 37' -0''• r COVERED PORCH I23,4O GRASS LIAICD 43' -6" - I2 - - - -- 335 34,4' I3,L A J, GRPSI Lovelo FiR4 IFLOO 5W L - 1 5VUCTJ r0 HAVE AN AUTOMATIC SFI NKLFP. SYSTEM 125COI1 Lars 6 ,ANP i 5, 1%LOCK 5, AI?AM5 HOME 1 ACTS, ACCOWING 1 11-1' FLAT TNEpEOF'1: CO t f?f;f? 1N VOLUMr; II OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON; EXCEPT THE NOpIH IBS F t OF Tit WEST 89 FT OF SAP LOT 6; ANI9 EXCEPT THE NOI;TN 262 FEET OF S,AII2 LOT 6 LYING EAST OF T1-IE W><sr 89 EFfr TH�PEOF; TOGETHER wild AN EASEMENT FO ING 55, EGC?E55 ANL? U11LI1IE5 OVEN, ALONG ANf? ACI;055 THE WEST 20 EEE1 OE THE NOM Ii EI Er OF 5AIt7 LO1 6; (AL50 KNOWN AS PARCEL 13, CITY OF TUKWILA i OUN2APY LINE A2JUS1MENT N0. 78 -0030, I COpbE 7 UNf?EC I CORt2ING NUMPM 9808251100) FINISH GP.A?E5 NOT TO XCEf7 2H TO IV SLOP- TYPICAL 60TL PLAN V \Ili sc� :1no ° -r 0" D99 -032 7 B CORREQTION LTF;; SEPARATE PERMIT RE UiRED FOR: „MECHANICAL D E ECTRICAL PLUMBING 0 GAS PIPING CITY OF TUKWILA BUILDING DIVISION ..! are s. Ord r oyal of I cutnonze d ei ,ation of any r, aco ed cdd or • Roc 'pt of con- tractor's co- of appro ed plo s :c4 owledged. Date 9, OC Permit No i / 15 CITY OF TUKWILA APPROVED I,I,a U 8 20' . tRifel, I i_ ,., .. u rrt.^st Ln T N - Noy 0 L) vcaz bJ o UJ N D w Q �o =, Sheet FII.E:GA2ZUK 09/ 1/ 99 I/ 10 ° =I' -O° PM 9 L2cc1 03x1 0 ECEIVED OITy R OF TUMN ?7 ! G o 0 L,n CV NsO'fl 1 . All construction to comply with the 1997 S cx1te Energy Code. 2. Fireplaces to have tight fitting flue dampers, outside source for combustion air and tight fitting closeable door. 3. Service water pipes in unheated spaces to be insulated per code. 4. Metal ducts - joints taped, insulated. 5. Openings caulked, sealed or weatherstripped. 6. Batt insulation - tears, joints sealed with tope. 7. Showers -flow control limit to 2.5 gpm. 8. Hot water heater shall meet NAECA 1987 requirements. 9. All windows to be double glazed- max. "U " =.65 10. All exterior doors to have a max. "U" value of .40. 11. Garage lighting power budget shall not exceed 0.25 watts per sf. 12. Clearances of listed appliances shall be as specified in the listing. 13. Unlisted appliances clearances shall comply with umc table 3 -A or 3 -B. 14. Plumbing fixtures to comply with WAC 51 -46 section 4 -2.0 15. toilets 1.6 gallons per flush(Max.) 16. Lavatories faucets 2.5 GPM(Max.) 17. Clothes dryer to be vented to outside CONTRACTOR NOTES 1. Contractor to physically inspect site prior to commencing any work. Report any discrepancy to architect. 2. All information contained on these documents represent a' "basic architectural service" that requires the contractor to be knowledgeable and experienced with all aspects of construction including all building codes and regulations imposed by the city and any other agency having jurisdiction over the project. 3. All information contained on these documents are for permit acquisition and construct purposes only. No other purpose is implied. 4. All work shall comply with the state and local ordinances, and shall be done to the highest standards of craftsmanship by journeymen of the respective trades. 5. The contractor shall carry all insurance required by law. 6. Safety, care of adjacent properties during construction compliance with local, state, federal regulationS regarding safety on site shall be the contractors responsibility. 7. No deviations from these documents should be mace without written approval from architect. Any changes could affect the structural integrity of the structure. NOTELo 1. All construction to comply with the Uniform Building Code, State Energy Code, and all other applicable regulations and amendments. 1997 UBC with area jurisdiction amendments. 2. Secure all required permits. Call for all required inspections. 3. All footings to bear on firm undisturbed ground, min. 18 inches below finished grade. Refer to soils report if one is available. 4. Contractor to verify existing conditions, verify dimensions, report any discrepancies to architect. No deviations from plans should be made without architects written approval. 5. Provide smoke detectors per UBC 310.9. 110 volts, interconnect. 6. All exterior doors to comply with UBC 1004. Min 1/2 inch throw on dead bolt or dead latch for doors. Visitor observation port for exterior doors. Windows within 10 ft. of grade capable of being locked. All locks must be able to be opened without the use of a key or any special knowledge or effort from inside. 7. Skylights: per UBC 2409.1 25 in. max span for wired and laminated glass with an approved interlayer having a min thickness of 0.030 inch. 34 in. maximum span for tempered glass, minimum thickness 7/32 in. Minimum 4 in. curb required. Screens required with glass other than laminated, wired, or tempered. 8. Safety glazing: per UBC 2406. Wired, temp., laminated safety glass, must meet UBC standard 24 -2. Glazing in or within 24 in. from doors and glazing within 18 in. of floor or walking surface. See code for additional hazardous locations. 9. All wood in contact with concrt. to be pressure treated per UBC 2317.4 10. All nailing per UBC Table 23- 11 -B - 1, unless otherwise called in plans. 11. Fireblocking, draftstops, and firestops per UBC 708. 12. Ledger connections per UBC tables 23- 111 -B -1 and 23- 111 -B -2. 13. Double joist /block under all bearing partitions. 14. Install cross bridging at all joist spans exceeding eight feet. 15. Lumber grades per UBC Table 23- IV -V -1 NORMAL DURATION Joists HF #1 (2x10) Fb= 1200 HF #1 (2x12) Fb= 1095 Beams DF #1 Fb= 1300 Posts DF# 1 Fc= 1000 Studs HF #3 Fc= 550 Parallam Beams 2.0E DF PSL Fb= 2900 Plates HF #1 Fb= 1350 16. Soil bearing capacity 2000PSF 17. Design Live Loads and Lateral Forces. Roof 25psf Floors 40psf Stairs 100psf Wind 80mph Ce =.62 TO .84. Cq =1.3, qs =16.4, 1 =1.0 Expos B Seismic Zone 1 1 1, Z =.3, 1 =1, R =5.5, Ca =0.36 Soil 35 PCF equiv. fiuid press. 18. Concrete to be min 5 1/2 sack mix, 7/8" aggreg, . 5 "maxslump.Fc450psi. F'c= 2,500psi 19. Reinforced steel STM515 grade A40, Fy 40,000psi. 20. Cover for steel Slabs 3/4" Walls 2" from face Footings 3" from bottom of footing. PLAN NOTC5. 1997 UNIFORM BUILDING CODE 1) STAIRS: COMPLY WITH SEC. 1003.3.3 RISE AND RUN PER 1003.3.3.3 EXCEPTION 1; 8" MAX. RISE 9" MIN. RUN. HANDRAILS PROJECT MAX. 3 1/2" EACH SIDE, SEC. 1003.3.3.6 NOT LESS THAN 34" OR MORE THAN 38" ABOVE STAIRNOSING, ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. . HANDGRIP: NOT LESS THAN 1 1/4" OR MORE THAN 2" DIA., PROJECT MIN. 1 1/2" FROM WALL. HEADROOM PER 1003.3.3.4 6' -8" MIN., FIRE RESISTANT CONSTRUCTION PER 1003.3.3.9 ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE WALLS AND SOFFITS PROTECTED ON ENCLOSED SIDE PER 1 - HR. FIRE RESISTIVE CONSTRUCTION - FIRE BLOCK PER 708.2.1 -3, CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN, BETWEEN STUDS AND ALONG LINE OF STAIRS AND 708.2.2 FIRE BLOCK CONSTR. 2) SOLID CORE DOOR PER 302.4, EXCEPTION 3, 1 -HR. SEPARATION BETWEEN R -3 / U -1 OCCUPANCY , SELF - CLOSING, TIGHT FITTING SOLID WOOD DOOR, MIN. 1 3/8" THICKNESS, OR SELF - CLOSING, TIGHT FITTING DOOR WITH FIRE PROTECTION RATING NOT LESS THAN 20 MIN. (PART II, UBC STANDARD 7 -2) PERMITTED IN LIEU OF 1 -HR. FIRE ASSEMBLY. 3) TUB / SHOWER NOTES: COMPLY WITH UBC 2512 PER WATER RESISTANT G.W.B., AND TABLE 25 -G: NO VAPOR BARRIER BEHIND WATER RESISTANT G.W.B. SPECIFIED AS BASE FOR TILE ON SHOWER ENCLOSURES, WATER RESISTANT G.W.B. NOT INSTALLED ON CEILING IF FRAMING 'EXCEEDS 12" OC. 807,12 WALLS AND 807.1.3 SHOWERS: WATERPROOF TO 70 ABOVE DRAIN INLET. SHOWER DOORS PER 2406.4 -5 COMPLY WITH 2406.1, PART 1, UBC STD. 24.2 PER SAFETY GLAZING. FIREBLOCK BETWEEN STUDS, SHOWER FLOW TO 2.5 G.P.M. MAX. 4) CRAWL SPACE ACCESS PER 2306.3, MIN. 18" X 24" UNOBSTRUCTED OPENING 5) ATTIC ACCESS PER 1505.1 , 22" X 30" MIN. OPENING, 30" MIN. CLEAR HEADROOM. 6) FIREPLACE PER 3102.5, FAC1ORY-BUILT CHIMNEYS AND FIREPLACES. U -L APPROVED, LABELED AND iNSTALLED PER MANUFACTURER SPECIFICATIONS AND U.M.C. 503, METAL CHIMNEYS PER 3102.6, ANCHORED AT EACH FLOOR AND ROOF WITH 2 - 1 1/2" X 1/8" METAL STRAPS LOOPED AROUND OUTSIDE OF CHIMNEY INSTALLATION AND NAILED WITH NOT LESS THAN SIX(6) 8d NAILS PER STRAP EACH JOIST. FIRE BLOCK PER 708.2.1 - 4, 5 AND 708.2.2 FIREBLOCK CONSTRUCTION, OPENING AT CHIMNEY, FIREPLACES AT CEILING AND FLOOR LEVELS, ATTIC SPACES AND CHIMNEY CHASES. MEET UBC CHAPTER 31, AND ALL OTHER CONDITIONS NOT NOTED HERE. 7) GUARD RAILS PER SEC. 509 AND TABLE 16 -B. HEIGHT PER 509.2 EXCEPT 1: 36" HGHT, OPENING PER 509.3, 4" MAX. SPACE UNDER RAILS 509.3 EXCEPTION 2: TRIANGULAR OPENINGS AT RISER, TREAD, BOTTOM ELEMENT OF RAIL, 6" MAXIMUM. 8) FIREPROTECTION PER 302.4 EXCEPTION 3: 1 -HR SEPARATION BETWEEN GROUP R, DIVISION 3 / GROUP U OCCUPANCIES, ON GARAGE SIDE - 5/8" TYPE "X" AT WALLS, CEILING, WRAP BEAMS AND POSTS TYP. 9) HOT WATER HEATER SHALL MEET NAECA 1987 REQUIREMENTS AND BE S0 LABELED, ELECTRIC HOT WATER HEATER IN UNHEATED SPACES SHALL BE PLACED ON INCOMPRESSIBLE R -10 SURFACE. PROVIDE SEISMIC STRAPS PER 303.4 U.M.C. STRAP TO STUDS. 10) EMERGENCY EGRESS PER 310.4, MIN. NET CLEAR OPENABLE AREA OF 5.7 SQ. FT. , NET CLEAR HEIGHT 24" MIN., MIN. NET CLEAR OPENABLE WIDTH 20 ", SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR. 11) SMOKE DETECTORS PER 310.9, PROVIDE PERMANENT POWER SOURCE WITHOUT DISCONNECTING SWITCH WITH BATTERY BACKUP PER 310.9.1.3. LOCATION PER 310.9.1.4, EACH SLEEPING ROOM AND POINT CENTRALLY LOCATED IN CORRIDOR AND IN ACCORDANCE WITH APPROVED MANUF'R INSTRUCTIONS. 12) INDIVIDUAL ROOM OUTSIDE AIR INLETS PER UMC 10.103 (h) B - SHALL HAVE CONTROLLABLE AND SECURE OPENING NOT LESS THAN 4 SQ. INCHES. TESTED BY RECOGNIZED STANDARD OR APPROVED AGENCY LOCATED SO AS NOT TO TAKE AIR FROM FOLLOWING: CLOSER THAN 10' FROM APPLIANCE VENT OUTLET (UNLESS VENT IS 3' -0" ABOVE INLET) WHERE IT WOULD PICK UP OBJECTIONABLE ODORS, FUMES, OR FLAMMABLE VAPORS, HAZARDOUS OR UNSANITARY LOCATIONS. D99 -0327 OT' OF TUKWILA APPROVED JUN D 8 20B AS NO I CO wfmowG onn ro•N 4997 REGISTERED ARCHITECT ODRIGO E. NOVION STATE OF WASHINGTON coup 5 � � a l cyN LC) -, _ � U ICEW V) Z r O N C� �Cn ECENT. CITY R OF 7U 7 r;r J O a L O W = O_ RS 01 FLS:OAVZLK Dole 5/10/99 Seale mpWe Pr! I'M Job Sheol 2 IJ m L O o0 = 0 0 CO CO O CO NCO — 00 O 0 CO N cD 0 0 OTfl DOMING \ \ LOVONG ROOM \ \ \ I h' -0" 7670 9' -h' 1 MMOLY ROOM 14 0594 SF 341 -011 P2ot(• I 0 (1 9 Witty 3 -0 I L " ENTRY 5 -0 a 4' -h11 I I I-- 6020 TR 37' -o' LOOZ PLAN REFR. KOTCHEN All :/ 5CALr11 /4'I -I' 0" 0 00 14' -011 m SMOKE DET , EXAUST FAN El WHOLE HOUSE FAN 0 0 co 2 _6 0 110 VOLT— INTERCONNECTED — BATTERY BACKUP FAN CAPABLE'. OF • FIVE -AIR CHANGES PER HOUR VENT DIRECTLY TO EXTERIOR THROUGH SMOOTH RIGID. NON ABSORBENT DUCTS,5' MINIMUM DISTANCE FROM VENT WINDOW. KITCHEN 100CFM MINIMUM BATHROOM 50CFM MINIMUM GROAN 5110— CONNECT TO 24. HOUR TIMER. 80CFM MIN /120CFM MAX 1.5 MAX SONE RATE AT 0.1" WATER GAUGE FRESH AIR SUPPLY THROUGH FURNACE 5036 BED ROOM 16 -0" SUITE 22' 411 6050 bECO p FLOODZ 030 a SF BED ROOM BATH u W 0 \ �i 2 -4 6050 r D99 -0 7 -0 — 6050 14' -31 P-A( 4111`4, 5CM, /4 0" QF — U)if) 3o o O �N�Q 0 n:E L.L I 0 M 0 011Y OF TUKWILA APPROVED 08 2.0011 Ai Piu' i:D 4997 RODRIGO E. NOYIOPI L STATEOFWASIIINGTON oe LC O N c CO N 0) 0 < c ° ° z Jo 0 C' 1 < O , N 0 _ oo N (n 0- Rcr 1.117 - "1 , • R TU D CITY OF Tl1kW PERMIT CENT, FILWITZIK _ 0 Date I /4R -II -0u Draw" W1 PM Job Sheet EXISTING GR 313.5 FINISH GR 316.0 EXISTING GR 316.5 FINISH GR 316.0 mIImIIIIIIIII 1111111011111111111111111111111111111111111111111111111 414-11 l Die NOZTLD 11111111111111111111111111110111 11111111 _d LV A 50441/4"-.1 DO N FINISH GR 316.0 FINISH GR 316.0 1 11 U_11 11 1 LH.1UH 11 L EXISTING GR 317.0 EXISTING GR 314 FINISH GR 316.0 SCAI,;1 /4 " 0" RIDGE 348.5 TOP PLATE 337.5 SECOND FL 328.5 FIRST FL 317.5 RIDGE 348.5 TOP PLATE 337.5 SECOND FL 328.5 FIRST FL 317.5 EXISTING GR 317.0 WiE6T LL EXISTING GR 314 FINISH GR 316.0 12 c VATooN %AL : / 4" -I' 0 " 1 D99 -0327 LA 6T LLEVA OOoN EXISTING GR 316.5 FINISH GR 316.0 EXISTING GR 313.5 FINISH GR c APPROVED RN 8 NIA 5CAIX :1/4 "‘I' 0" — E�r:ca: rylso'. L REVISION DATE 4997 REGISTERED ARCHITECT ROORI E. NO`1108 SA TE OF WASIIIN.TON OR REO O PERMIT (f) 00 = N Ln 0 (NI CE N 0) O LC) , uJ Boa z J CO - O �C71 Q � O W = O_ oo (N (J) Cr_ I EO TJKWIL4 ITEP 18X15 CONT. FOOTING WITH 3 #4 BARS @ BOTT. 4X6 POST WITH SIMPSON CB46 CONNECTOR 6X8 BEAM WITH SIMPSON AC4 CONNECTOR Ifs° r _ _ J I T -J L CRAWL SPACE 2X8'S D CK JlIISTS PRESSU E TREATED FOUNOAT 24X24X12 CONC. FTC. 2 #4'S @BOTT EACH WAY - jYPrC4(1, Oil PLAN 5GAL5, I/ 4"..-1' OII D JACKS @24"0C TRUSSES @ 24" O.C. TRUSSES @ 24" O.C. 6X12 UP 1/ , REmISION DATE REGISTERED ARCHITECT V DRIGO E. NOVION I TEOF WASHINGTON L �e PERMIT CEN 50a: / 4 " =I 10" 13 99-0327 - - - CLAMS & ItA17 R <2>240LINO CITY OF TLIMILA APPROVED ® P055 <2> 2X5T1175 LINO JUN 08 7.080 fz C3 IN1 RIO tARING PARTITION 4 ff I6N OCWUNO r_ Sal, 1 /4"- -P-0N gr11C 55 IC 6LCOoNP LOOZ WAL=6 ZOOF FRAM N4 51AN17A00 VU55 @ 24" OC J .,� r = 1 / 4 " - = I 4 -1 0" kOOF AMA- 20005F ;300 -6,66 5F - 960 51 M62 VM1LA11ON -2000 P OVII2Nn- f?I12a -90LF X 12 51/ LF - 10805F 50f9I1' VgNf5 -8O 13AY5X1051/ PAY = 80051 1"01'AL PI:OVII2N2 1880 51 LOCATION GLAZING 5CHWUL/ PULPING SIZE MA( 5I) IMAIP15 F1k51' FLOO FAMILY 6068 40 MUCH P0012 ( 5AMTY) FAMILY 6020 12 FIXE12 11?14.150M FAMILY 6068 40 NUCH 170G ( 5AAC1Y) FAMILY 6020 12 FIXWf7 TRANSOM office 5070 35 5INGL HUNG orrice 5070 35 51NG1g HUNG KIr0 -N 5056 27,5 5INGLR HUNG PINING 6068 40 FINCH 1700R( 5M1Y) RANG. 6020 12 FIa11?AN5OM LIVING 7670 52,5 5INGLX HUNG LIVING 6020 12 1°Ig12 112AN50M LIVING 6068 40 FMNCH 17001; ( 5AFRTY) LA11\I17RY 2656 13,75 5I at HUNG ,N112Y 5020 10.0 FX12- TP.AN5OM 0 1060 6.0 FXI7- 5AFFTY GL 5CON12 fLOa DerNOOM 5036 17.5 FIXg17 PFPROOM 5050 25,0 51NGLX HUNG - RGIT55 I3W OOM 6050 30,0 5INGLX HUNG - VGR1;55 IXI7I IOM 6050 30,0 5INGLR HUNG - 6R1i55 PA1WOOM 6050 30,0 5INGLX HUNG 51.111f 6050 30.0 51NG1X HUNG - GM55 %It - 6050 300 51NGL51 HUNG - r6m55 SUITE 3030 90 AWNING 1 PULPING 58925 5E [3AM5 & FM R PO51'5 IN1eRIog WRING, PAR1111ON <2>2XIO UNO <2> 2)(5111V5 UNO NM: P5: POC VO D99 -0327 CITY OF TUKWIL APPROVED .lureos NOILD REVISION DATE BY 4997 REGISTERED ARCHITECT RODRir) E r ^^ CR y O PERMIT WV) co LC C� = N o F i N N O� W o° N (n 0 Date wale I /4H_I c y! Drawn gm 7M Job Sheet vJ /ED COMPOSITION SHINGLES 15# FELT 1/2" CDX PLYWOOD PREFAB TRUSSES ® 24" O.C. R -38 INSULATION 5/8" PLASTERBOARD TYPE ROOF NAILING 8d ® 6" O.C. EDGE NAIL 8d ® 12" O.C. FACE NAIL (UNLESS OTHERWISE NOTED) SIDING 15# FELT 1/2" CDX PW. 2X6 STUDS ® 16" O.C. R -19 BATT INSULATION 1/2" G.W.B. TYPE WALL SHEATH NAILING — UNQ Bd ® 6" O.C. EDGE NAIL' 8d ® 12" 01C. FIELD NAIL ALL EXTERIOR WEATHER EXPOSED SURFACES SHALL HAVE WEATHER RESISTIVE BARRIER ALL EXTERIOR OPENINGS SHALL BE FLASHED IN A MANNER TO MAKE THEM WATERPROOF PER UBC 1402.2 EXTERIOR JOINTS AT OPENINGS SUCH AS DOORS, WINDOWS BETWEEN WALLS AND FOUNDATION, BETWEEN WALL AND ROOF, SHALL BE SEALED, CAULKED, GASKEKED OR WATHERSTRIPPED TO LIMIT AIR LEAKAGE PER WSEC 502.4.3 FINISH FLOORING 3/4" T &G PLYWOOD (GLUE & NAIL) 2X © 16" O.C. — SEE FRAMING PLAN R -19 BATT INSULATION OVER UNHEATED 1/2" GWB STAIR CONSTRUCTION 1 1/2" PIPE HANDRAIL MOUNT 1 1/2" FROM WALL INTERIOR RAIL TO BE CONTINUOS. EXTERIOR HAND RAIL TO EXTEND 12" BEYOND TOP & 23" BEYOND BOTTOM RISERS 6' —B" MIN. HEAD CLEARANCE. 1 1/4" PLYWOOD. TREAD GLUE 3/4" PLYWOOD RISER GLUE 2X12 STRINGERS ® 12" O.C. 1X12 APRON PROVIDE MIN. 5/8" GYP.@ USABLE ENCLOSED SPACE UNDER STAIRS 2X6 PRESSURE TREATED PLATE 5 /8X10 ANCHOR BOLT WITH WASHER 20253/16 AT 48" 0.C. MAX. 12" FROM CORNER 7" MIN EMBED ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED 4" RND PLASTIC TIGHT LINE DOWNSPOUT DRAIN. TIGHT LINE SEPARATE TO APPROVED DISCHARGE 4" RND PERF. PLASTIC FOOTING DRAIN AS SHOWN WRAP IN FILTER CLOTH LINE IN GRAVEL TIGHT LINE INDEPENDENT OF OTHER DRAIN TO APPROVED DISCHARGE 12 61 I— — — 1 L_ r IS' MIL t/Isq. 5C1 D99-0327 CITY OF TUKWILA APPROVED . 0 8 NT) 1IT ILK 4997 REGISTEP.ED AR 1 STATEO STATEOF WA STGN K) 3 1 RECE CITY OF ', r ' PERMIT CEN 5(/) G 71 - CO N CO riMAIT11K N N Dale same 1/2"-P-0" Kn t'M .lob sheet 7 rt 12 SIDING 15# FELT 1/2" CDX PW. 2X6 STUDS ® 16" O.C. R -19 BATT INSULATION 1/2" G.W.B. COMPOSITION SHINGLES 15# FELT 1/2" CDX PLYWOOD PREFAB TRUSSES ® 24" O.C. R -38 INSULATION 5/8" PLASTERBOARD TYPE ROOF NAILING 8d ® 6" O.C. EDGE NAIL 8d ® 12" O.C. FACE NAIL (UNLESS OTHERWISE NOTED) TYPE WALL SHEATH NAILING — UNO 8d ® 6" 0.C. EDGE NAIL 8d ® 12" 0.C. FIELD NAIL ALL EXTERIOR WEATHER EXPOSED SURFACES SHALL HAVE WEATHER RESISTIVE BARRIER ALL EXTERIOR OPENINGS SHALL BE FLASHED IN A MANNER TO MAKE THEM WATERPROOF. PER UBC 1402.2 EXTERIOR JOINTS AT OPENINGS SUCH AS DOORS, WINDOWS BETWEEN WALLS AND FOUNDATION, BETWEEN WALL AND ROOF, SHALL BE SEALED, CAULKED, GASKEKED OR WATHERSTRIPPED TO LIMIT AIR LEAKAGE PER WSEC. 502.4.3 Mks Ir FINISH FLOORING 3/4" T &G PLYWOOD (GL NAIL) 2X ® 16" O.C. — SEE R -19 BATT INSULATION OVER UNHEATED AT 48" O.C. MAX. 12" FROM CORNER 7" MIN EMBED ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED 2X6 PRESSURE TREATED PLATE 5/8X10 ANCHOR BOLT WITH 4" RND PLASTIC TIGHT LINE DOWNSPOUT DRAIN. TIGHT LINE SEPARATE TO APPROVED DISCHARGE 4" RND PERF. PLASTIC FOOTING DRAIN AS SHOWN WRAP IN FILTER CLOTH LINE IN GRAVEL TIGHT LINE INDEPENDENT OF OTHER DRAIN TO APPROVED DISCHARGE FRAMING LAN 1$ 11_ L_ J. I ', mu_ VIyQJpsy► 5F0100 P° r D .Na mu ea ma au • 1 4I ,,es av CITE OF TUKVill.A APPROVED w� r;ol�r ),D $.:13 r -0' REVISION Date Date Jab Sheet 4997 RODRIGO E. NDVICN STATE OF IVAS'I, E Ln cy C=ND � cK) N 0) Ln O C W LC) o ( : O O W = rift:aPI2ZIK same 2".r -0" ER PM REG STEREO ARCHITECT CITy 5 PERMIT C6 •TRELicli 371 6 4 1 - 1 1 5°' r S6 'serim414 rmw6 (.. pfkori steep PROPoSED t-b pg. EL,316 E L •1 rL 'PAOPO:MQ Gat° /NES • IJ) 7I r3k A z 1550-N 60 LI" Eucii 8Cf o' 4.5 libuSE chtitYLA SEPRAATE PER,14 IT D97 2091102' A \ fill- Roof' D RAIN) tiGil 3/8 >I 6011 tfi 11 iL . . ..,: ,.. . ole: ,gee N4, pole for we cca,s_ c ) -P , rocui Go 0...c.4 r! in-N/1 \j - ---- re", h -- ... _i _ .....,... ._. ,........._... ---. S.1" .(3111c4, .44)1_41.. LE ,!,..0 , : .1-Wori .P4 - /0/ 'wool- RouP/m6 ,. so/ /r/zoti S7 4 0 PE 'S • .... . ..... - • • .• . • ... • 3/ RAMAGE PLAN V813 S Me:SS *Midair) tim - 8 7 EL 31(.5 4 0 (5E.fA.Ivt - E. G gnDa; JURrigD_Ts2. A F1 20 r 5Filvtn DR/ tWA y 70114L I ee_VIOu S SCALE: 2o' /75 1 R #1 DI:741L k '4 z Tozie )—)` zo ild e4 go q3) 3o-r4 PE k boo - P-I 2 o-r LA LEA)G ..`-r 810 DRivlsw ACC-6&- 6 ZERP1S :- L it 7044 JSOL. - MENcti )? BRIRAI GADZEit 2024 NS /63 D99-0327 SEInTLE 206 52$ RECEVED TY OF 11 SEP - 5 2000 PERMIT CENTER EL 31Vi P OPdSI*D Pn zd t,. ,c HOUSE uND A PERPIr • D99-03 e ,. SETQl;CK . i7 3 .lit + 'i .3 /L t- • a3 S _ 107' ARE WE& 5L i7' R2.0 - • 7' t99s9 .. ; _...4L .41 • a 3110" 7 Stir. asa • 2?: = 2.0 5g.HEN7r pgol IO0 _F/P4.1.11 GR f1O - 211-1 V 1119)( sL.oPk ryp/c�� GRAplNG E PLAN' _ 49/3 S. /Y6� TUKW/Lti &.'' • 317 Eat E.�' e ;.SJOIU 7 RA E p6RY Set>/ awr 470 CONr /at ,v/ALL Co/Jsi$r OF t� 2,5' ROClc EAl..Mi2/ ,r /L.D P "MC or tap/N6 IMeifis AAJD /'tfoL cHnV (,)JT» 37/'t9( 0pAN/ plsrog —B51) ,49R67 Nor 854 .16 fc)dikE7 FOR Made= 7/f /) Two ER6 I U eotvTROC s)Mt L 44' NOLCit ./411 s.0101N o sop y41U 2 0/11. RicrsY(67.o 'rt�17'H/t) .3U ,C?/ }is or C0.Pl1P1.'57/tl ' 01 PROJEC7) tJE vS k , v/8 . 1 P 0 KL2IS CUT "\-eL. .31s ,i /n cud` umrtry ES.. HOP.sa 70 : YO . FILL, Qualvrtry est HOO;5-6: 0 .y0 GAR n C .Y- _CUr Qw },fJv €__ AND G,9Rtis ? 7z Ree_o,v oor{ EAs7e Iu Seczwu of pR03Eer 44'. P RPW /NG UR' ri TY F H I W 7Rt✓ We S RTaRIAL WILL . K` PT O Iv TWE i Th d f n Ems[{ F[LL . LAWDscnpriv 2 . tJd 60 80 r N Si WI AI GADzuk ,seenr_ 101._ ao6 4.526:2Saa_ . T�9 3l9!„bi C � E�F,�E� ITY pF tL1KWlL ' sfy - 5 2000 PERMIT CENTER .1.4 Btsf: cap Fa-pc Co1W62 c 3/S,7 Reort Aro co 0.09' to iNv PLAN VIEW NTS filter fabric 24 varies liL SEcTloit) "=' P4194/ 1#54 -)1 1?*2_ SECTION A NTS roof drain overflow splash block 4° ,gid or 6° flexible perforated pipe - 1•Wf• AllrkaMr ••••■11111===.111■ 12" 1145 ‘; `8 1 _ t e mesh screenr— CB sump w/solid fld —10' min NOTE 896• zista. s gies4. TOKOM. compacted !mold' 4° rigid perforated pipe washed rock 1 1/2 PCCESS ROADWAY PROF/LE /' 20' 7S F 0/8 ACCESS ROnDWRY S5c sLop, NORM Pt TO &u71/ PL /87' ER8ER4= R019,DeAly r/OA) siope = a% JY6 7 /0ORTII PL. /75' _ PV Pz 1-1 so' filter fabric 24 12° / 7S PERT' 2 Z Z AZI a g sECIRFACOU6 6 CRIISAW.P SolZ.F4fel..2tia PD/4 VIDA, 7Raucii No sSe#91-5 1 7Y1T 11 C.13 • 1 4 P vc L_ tpfsC 1+R c. Pt PC IREAJCII 6 D99-0 Pail! V'EQ' TAatcii ,< ,7yee C T4- 'wet wily fine rnesh screed yp..e., ,t,,,,, 1,,,, 16........ ......s......—.... .s..... ay ma '`rituk Wc ,artment tar wtth current ern - ':::,!, de 111141 violations ot ELe —5-1'dro a ,-,-- ilio7 / /u/11 . "Ew,s, n 0,-fi 4 ' 6 /1-(--- ci4N7Tai, c,,,, , , -,--- ---f Sr 7E-2,-,_ SEP - 5 MB 15 (057-ade-d PERMIT CENTER i S (8 / Is subject dS utilities insp._ fJ, PrintlfeW Ain Dcici-032.7 DESCRIPTION: ! 2.58' PROPOSED PI9 LOTS G AND 15 81:1CK - 5, ADAA&S HOE T)Clk:'S ACCORDING TD THE PLAY 'THE RL{oKDr_D IF7 vocumE I I OF PLC;Y, PAGE 31, LU KWG CDUMrY WASFH A1GToN j E(C.FpT Noral 175 FEET OF THE WEST 84 2 E0' OF SAID Lrr 6� A>,ID EtcEYT TfE NovITH Z6z FEEY of SAID L-='T 6 LyW C- EAs -- o'F THE wFST 84 FEES - n agEn }; 72)6ETHER w'TH ,,j EASE, EkJT Fog IN&RES5, EGR -FMS niD Linu Ovt2 u,JDEA, ALVJO..wD ACbo-<S THE wES 70 FE T of - ri E NO171 1 , r75 FEE, bF SAID Lar 63 (ALS. K1.lou!MJ AS PARf_El_ Si : Cr, cc '7UKWILA BouND Lv AIIJ_b - r , . Jr No. 1„9e - 0030 1 h'EIDRDED UNDER. RECDR.11N NU/+ ER 9808251Ioo) sTV8 our t< I� • PROPOSED HOUSE PaRnIr D99-o327 S,A LOWEST PLOOR ELEV 317,5 �k /00 2099 z SECTION A-8 20'C .E1SE/1ENT EUr /kiry SECT IO , SCALE; %y = GAS 1 F WATE2 o t ELECT { UTILITY PLAN 4813 /146 TUKWILR WA. 20' /2' > f 17': ,< - �1 395fI z v aj F z 89NK RVN GRAVEL (,As RE9c4AtD) S -S 9 O /36R M _ � ' � NLY z "ccnsr B -- -.�— ASGNRLT 6 'CRbSNED SuRFRCI,vG lJr a 1.9. 41SETSACK. cb D99 -0327 6" S.S..RV.C. SDR'3S_ 262'- _ . SCa E a J''° - - - - - -- 0 2D 13/ 60 ! r 1 I N RifA1 GADZUK 2024 _ NE. has "SST. _sari( wri 200 526 2S0 (F Q'ETIn'LENE) tlNE /7. 5 A 80 C.O. 20: 0S01 EArr 7280 -F1 ` 7,9. _y /VO7 d STORM DRRIN`' ,1 OW/ • ON SITE 1DRAIN/2GE ORA? W//VG =191 /MPE/ VFOus AREA 12904 �f (wow) 1/OUSE IS To 8E SPRINKLED ,. l " WR TE 2 H ET8 5 / ✓ C ETb SDXS - LOL C a ?TESTY EL ,306 - ARrbeanr PRV"G To H 07[H ROitD qY „ AECENED ''ITF' OF TIJKV /;r a