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HomeMy WebLinkAboutPermit D02-237 - BUILD AND DESIGN - LOT 7 NEW SINGLE FAMILY RESIDENCEBUILD & DESIGN LOT 7 4012 SOUTH 126TH STREET D02-237 • ' T.7.41.1.•;:4:At r �( , T �r • • • , ° ,.gy p r i fi x.. } - , g C it of E ukw i 1 a 1906 y I . j Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i j DEVELOPMENT PERMIT Z Parcel No.: 7945200035 Permit Number: D02-237 '� w • --"°1 - _— _ , f ~ I (�. _ C of l ukwila MS Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . i . .z / ( /0 Q 12— Permit Center Authorized Signature: Date: H Z re ilj . v , : ___,T. - _-- - - - r , - ' . .. , and the Washington State" );,t, Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. _ •.1 . 18: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. i.',wt. 19: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). r, , vs 20: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). — ' ' ,; h 3j TA S doc: Conditions D02 -237 Printed: 10 -09 -2002 - ;r, ■ , - — _ , ' ,- — ‘,.1.1 ... , :' ,, ,....... (-%, N.... - City of r fo Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances Z governing this work will be complied with, whether specified herein or not. . w;. } The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws 6 v regulating construction or the performance of work. U O . WW Signature: Date: /O' ' c. 2 N �, 2 : k,s 1 M +':Y 211 ru.. z . doc: Conditions D02 -237 Printed: 10- 09- 2002 ' . -_. - -- -- — -- - r , - . _4, _,%_ CITY OF TU! WILA - - -,,:R STAFF USE ONLY : t ;Aa . y Permit Center Project Number: In : 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 'lira 431 -3670 Permit Number: Sga i rill Single- Family Residential Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project NamefTenant: -- Value of Construction: &k \Z;• V.1� L o 7 I Do �Oex3` , Site Address: City State /Zip: Tax Parcel Number: ki 10\,2 S 1 S NA "7 c i4 S2-U -co 35 Property Owner: Phone: ZO■u '- �1Q) C an �1e., "IzS '1S ti I 52 z Street Address: City State/ lip: Fax #: -'o Bo\ ciOk ~�- ., C;rt'\ U0 910 1 425 2 z-Z- Lt 6 Contractor: Phone: . CAF 4\S i Street Address: City State /Zip: Fax #: Architect: Phone: , oBlE -P tea. Ica ..1\S Li-e.. 1 .42S 4S3 z►Oo . Street Address: City State /Zip: Fax #: 5 \t \o .ki NEr zML ■ - g 1 v 4,9 gw4 Engineer: Phone: . t " Z � 4-Ns �N- T X Z - 19: 2 z Street Address: Cit State /Zip: Fax #: Q <4,',1\ 21 Z t t' Sr Soc hIDS W • 07...104 ( 4. 2 -5 715 2,01 1 z Contact Person: Phone: tY Ili r E .n1U tAz-S ZGp •n 0 6 m Street Address: City State /Zip: Fax #: U 0 Fo �e�c 9 �F --Cry Y� g�oz�( �tZS zzz_ 104 o w Description of work to be done: -J H N sue w u. W . Type of work: N.New Single- Family Residence ❑ Addition - Single - Family Residence 2 ❑ Interior Remodel- Single- Family Residence ❑ Residential Accessory Structure* u.. ' ❑ Remodel /Addition to Accessory Structure ❑ Garage(s) = d W 11 Deck(s) - Covered & Uncovered ❑ Residential Reroof Z x Is this site served by: 71,Sewer ❑ Septic (King County Health Dept. approval required - 296 -4722) Z O Existing Square Footage for Structure: sq. ft. Dwelling sq. ft. Covered Deck(s) w uj sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U 0 �_ Proposed New Square Footage: I ?Z% sq. ft. Dwelling (44 sq. ft. Covered Deck(s) o F- ON V sq. ft. Garage /Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck = U Floor Area Ratio: (total floor area of all structures divided by the area of the lot) "Z{o ,t, u_ ~O *For an Accessory dwelling, provide the following: uj Z Lot area Floor area of principal dwelling Floor area of accessory dwelling 0 r--- = ~ * Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Z 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 cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use 0 Private ❑ Water Main E 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. ; Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex- ! Li ' 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 '•Nr be extended more than once. i•�► ~ Date application accepted: Date application expires: Application taken by: (initials) `41•Iv 8 -c1 -a3— ) -1 qro (.,iCa4--- - `. 4` PLEASE SIGN BACK OF APPLICATION FORM !'aim J SFPERMIT.DOC 2/13/97 P ,�„ ` �: � / "' 1 ALL SINGLE -F MILY RESIDENTIAL PERMIT APPLICATIONS MUST BE BMITTED WITH THE FOLLOWING: • DRAWINGS PREPARED BY r . REGISTERED ARCHITECT OR PRO, _SSIONAL ENGINEER MAY BE pg99IRED BY T,)IE.SUILDING OFFICIAL • ALI bAAVinfiGS 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 ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 - 0179 for servicing district. ❑ ❑ Metro: Residential Sewer Certification (if Tukwila Sewer District) (Form H -12) ❑ ❑ 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), z show proposed and existing power, water and sewer lines, existing storm drainage system, downspouts and foundation drains, and where drains tie -in. F- w 7. Parking plan. CL 2 S. Lowest building elevation (if in Flood Control Zone). v 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. co o 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. 1 UJ 1. 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). p 12. Identify location of high water mark of the Green /Duwamish River if site is located within 200' of the 2 high water mark. g - 13. See Public Works Checklist for detailed site plan information required for Public Works Review (Form u- H -9). = a I- Ili ❑ ❑ Foundation plan and details z ❑ ❑ Floor plan z o ❑ ❑ Roof plan ❑ ❑ Building elevations (all views) v ❑ ❑ Building height o F. ❑ ❑ Building cross - section z u ❑ ❑ Structural framing plans and details necessary to completely describe construction u_ El El Washington State Energy Code Data (Gas /Electric /Oil /Propane /Heat Pump) Form H -15 available id co at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. E- O ❑ ❑ Complete Land Use Applications if not previously submitted (i.e., Reasonable Use Exception, z 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 architecbengineer, or contractor licensed c 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 ; 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. 41111110 • BUILDING OWN AUTHORIZED AGENT: ' S 'ear Iwo ignature: Date: cis_ Print name: r ,) v iv . z.twol Phone:47_5 260907 Fax #4, 1L5222_4s 17 . Address: City /State /Zip: SFPERMIT.DOC 2/13/97 !run: • • • • _ .: . roe o.+.' .. mu, .... ._..... -.,.. .:,,:, n. x v ... .- ..m..M•.:...vr e.r w ... • • 4 94, City of Tukwila /90e 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 • z . , RECEIPT re LL/ Parcel No.: 7945200035 Permit Number: D02-237 o o • Address: 4012 S 126 ST TUKW Status: PENDING U) Suite No: Applied Date: 08/14/2002 LIJ Applicant: BUILD & DESIGN LOT 7 Issue Date: -J • u_ I 0 • ?- L Receipt No.: R020001174 Payment Amount: 940.78 g 5 u.. W Initials: KAS Payment Date: 08/14/2002 10:23 AM — User ID: 1684 Balance: $1,451.85 I— 0 Z Payee: BUILD & DESIGN IIJ • Ca o ( - 1 2. TRANSACTION LIST: 01— Type Method Description u) LL1 0 ' Amount u_ P Payment Check 115355 940.78 LU o ACCOUNT ITEM LIST: Description Account Code Current Pmts • PLAN CHECK - RES 000/345.830 940.78 Total: 940.78 • ! II ; J 32/ ‘4. 1 n ' doc: Receipt Printed: 08-14-2002 •• . • .. x, r } � City of ukwlla I 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I i I z . RECEIPT 1 Z CL 2 l Parcel No.: 7945200035 Permit Number: D02 -237 U O • I Address: 4012 S 126 ST TUKW Status: APPROVED co o . Suite No: Applied Date: 08/14/2002 • . W W ! Applicant: BUILD & DESIGN - LOT 7 Issue Date: N LL w 2 � Receipt No.: R020001451 Payment Amount: 1,476.85 g u. Q Initials: KAS Payment Date: 10/09/2002 01:27 PM = d : User ID: 1684 Balance: $0.00 F- w . Z H Payee: BUILD & DESIGN GROUP W O D D 0 : TRANSACTION LIST: Type Method Description LU W . Amount = U u..' Payment Check 115227 1,476.85 Z w N I 0 H H 0 ACCOUNT ITEM LIST: z Description Account Code Current Pmts BUILDING - RES 000/322.100 1,447.35 �- INSP FEE - STORM DRAIN 412/342.400 15.00 PLAN CHECK - UTILITY 000/345.830 10.00 STATE BUILDING SURCHARGE 000/386.904 4.50 { Total: 1,476.85 I _ 'Tr I I .''; 3 t ti�iR I fr 1549 10/11 9716 TOTAL 6283.60 1 i .L k ph{ r... . j doc: Receipt Printed: 10 -09 -2002 , Ilq-41; t5 .'. . r :. 4 :.....:.:.uLs ' :. „ ,. _. .., .r., r.:_ . a wa.:.. .... . u.... .. .+r..«...,o.,... .. .... .. ......... ...,w ,•..,:4fJi1 ....a.e• . hUNCntwuww...wn... n • I ' . . I. -__ ( ,-• ../ - - -- -- — - .• --rr '..-, • • • • • z . ,1 re LLl • . JU . c cn 0 O 1 `� INSPECTION RECORD - w i 1 ✓ Retain a copy with permit �� - b N 1— INSPECTION NO. PERM P. V ' , - i - -i. ti • • z , � W . re mg 6 o INSPECTION RECORD , l u) o R a copy with permit ,' — 2- 37 • w z INSPECTION NO. PERMIT NO. i . -J F- CITY OF TUKWILA BUILDING DIVISION w o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Proj ct: - Type of Inspection: C Q 1�� � G X15 w Address: _ Date Called: 'la ()/Z S- /2 ST 1" ui Z = Special Instructions: Date Wanted: a.m. 1.- p.m. Z O Requester: W W �..: 2 _ . i .. D p Phone No: 0 N - 0 a Approved per applicable codes. ID Corrections required prior to approval. I U . . .{ COMMENTS: u" O f.. y 1IjIJ W Z I U I 1-_ O s 3/ o site 2a6 $u-� k.� • , :I Z ~ I y 0A,Go-e wa . I j I I . _ 4 . , 1 .. 0 t ( SS h. T1 I ; :4 4.171 . 4 !k Inspector: Date: ,.,: ' V q/OY ,„ . I El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ` - � �f'' ' I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. a , ; tnyx ' Receipt No.: Date: 4. {, ,: ;' ; i):i:... .. :.i_ 4 : ` ..... ?.."� ,IL:,:.. iL..Sse: a r .. i.. _ a. . . .. . . ac _.. ✓ ; -. .. .,,. i .. ... . . . i' .' , . . ,,. .. . .. , w � " , J - . Yli4r51dw;4.46,;?L ? k/ u :'t.'i: ? + / Wk. rASyr i■"rf}s;.: 44 . _ ' CC .. 6 5 _, 0 0 o INSPECTION RECORD . ra Tog -0-7 co al LU X Retain a copy with permit . —J 1— INSPECTION NO. PERMIT NO. U) u_ CITY OF TUKWILA BUILDING DIVISION • ' tu 0 / . 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 2 Prfct: Type of Inspection: . u_ < ' iLl Vil * . . n kle "7 £L( , u) I A dress: Date Called: I_ I 5 /,) St 03 bri/bq z F ._ , - Special Instructions: Date Wanted: I— 0 • ' Ocaic /6 Y . , z I— LU tu Requestr) 2 n Phone No: 19e.S...)t-fe/ D 0 0 to 0 -- 1 7 1 ,2 - W 0 1- 1.11 uj Approved per applicable codes. Corrections required prior to approval. I 0 1- I= ■ .. COMMENTS: ; Z ' . , I 0 , u) 0 - I= I T 0 Z MS 2,/ ciA(/ eax,r,Le.t jet-/zioi a/ , ., , cbwf-p--tAii c.em ‘ R,e_ i ,,,, Jul i 7 ,,,t_tfr‘.. 1....t.,/kA, . , , Ao 6-), . . , ._...... :1 a ti ‘ ' • ' . ' ' LCAP • •,. . ,:••■1 F eit rir ,I1 • Inspector: Date: i / y I g U y /o . 0 _ tr $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be )f , 4 , paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . Receipt No.: Date: , ! . ..-„.- ...., , , I I Je 41 ' 4:.: ..;; N"., 1 e ;.'..4■!. 1 . milt. • I Z ,I■- W 00 • w 0 to W i . INSPECTION RECORD Retain a copy with permit D02 N LL w o INSPECTION NO. PERMIT N0. 2 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ti.. < D Project: T of Inspection: D. W ��i Id �- Desi P1�/ fina z Address: Date Called ? H I�1 s Z6+� s� 3-15 —a Z o Special Instructions: Date Wanted: 04. a, . ; W ill 1t Lot 7 Requester: 0 0 co I D ana\ o Phone No: 425' -2b0 -36105 = ILI U. I— t _- . . El Approved per applicable codes. El Corrections required prior to approval. Z 1- COMMENTS: w p U) MS VIIVO t ; 4L J y U 5:0 3 o q fvtt -�-Q b ,w is itio - 31 /6/0Y -1(4-0, pf--k-‘,N f ,,, ,, I .. r. A d y I I s '��� ��f� • f , 4 L F 1 { Inspector: � , Date: ^ ," µ . Gf V e S'� ?' i 3�l 6 /ay _ i 1.5 ' 0 $47.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be '� r, ray �;G ;4 ,.,., ,. ' I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. J..E� k k r 5 M9 g Receipt No JDate: T r' e f , "d. .. ,, ., .. .. .,• ,. . .,„,„ , !t:,:, : %.,,..,Mt. .,,, ' 54 ,,,, ?,Nd)41,,,,-;, k1 ,nikga: . ....,_( ., ...... ___ ', ...• I . , . , , .. • • • ... . . . . . . • Z < • • I 1 ' . — J , _ _ .r . '.", r 1 z , 1— Z �w 0 0 . :.. �. INSPECTION RECORD J I Retain a copy with permit ° « Co w INSPECTION NO. PERMIT NO. w 0 CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q U) 3 Project; . T ; p, of Inspection: --�. •. = d I t 9� " Gfl� -� ( �GL..t f� ( 1 .w Address: U _ Date Called: i ' ' ;, iac� f Speda n . structions: Date Wanted: t it Z O 1L �� (�}� p.m. w quester: U 0 .5 ot 4 fDfffrIctfrt co Phone No: CI I— rr'�. .... yam H r • El Approved per applicable codes. 0 Corrections required prior to approval. LL 0 � �1 Z pi COMMENTS: U co ' 117/0 W . l r `), — rv . it 4 ,i,■) 1- s . (., Z o ' ( (A44 1 ` t Ol `'in i iX.t ± a'r't(7' 1 (1 Cyr l b.. -9 /� •, (ni �-t�a C_ (1i GA-r(:' t,.._i. -;`..L T ,...,,TQA........k , 1 Cs to ( . 4. f (, ,. , f :71 1 ' 1 ' , e' i' . 4, u 4 Inspector: , r D ate : 74 yo 7 t El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ° i EtZ' - paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . Receipt No.: Date: I11.:„ . �� rx . ; i.. `.. •,,,,, , « am< 1i'e.t,4,i e ,,`..ia %.uxN ilt. 1, xt i, r. H5.e,4y,.1!4t -.1m . Z . d!' W 0 0 • INSPECTION RECORD j �,f� 7 co w Retain a copy with permit �/X 93 / N U � INSPECTION NO. PE' 1 •, r� W O CITY OF TUKWILA BUILDING DIVISION 1 , 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)4313670 u_ Pr ect: Typ Inspection: a (, // / r 2 57 f! "/ 6/ ,9 / e of Ins [ / / /?$ (t / ` ' i W Add ess: , / Date Call :� _ Z } S ecial.lnstructions: Date Wand: � D �, W t/, / Aye', / /G'�X " p . m . W 1 /?,l� Requester's n 0 l#. 0 w Phop9 No: I — H - ' Approved per applicable codes. El Corrections required prior to approval. ! O Z . COMMENTS: , i Z } 1, r� ~O H 1n"t 9 U 1 U,� J G� VJ C) v v oI J Gt r -P � Z �'aon,t \- - c i 0 fIrOue ex t 'rife -9 i' 1 V\ 01 V\S LAct' IU," " G r J o VP oi , `o �_(oN \fA I (6 v. — 61 n }Ov 1 ` l hE I\ Q ° "I"C" \J Y \ 5 h clrokAA fu /7 x b : '' ■ "o I At r1 ■ , \ h s .9 ( A- I 0 ' t , . s Inspector c_ ' ) Date: 4 ,r1 I a $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: �. t s1i ', . 0,.. . r.. F :. �'3 = : .4 f),:-.V.; u !. 1. (� e1 0 • T ..y: •' .ii,. f Y. , t; .,,, ,A1'_'..., ..itF�.Cti/ti i^: ;.,.',,Ahr,14':X`,'firri.4, -q,,: . k.. I, :: rS' . .,�. .. ,!r. . r,.�tL < .stn a. �i S.{} Sx w�I d �ac < ,.dr,�....Y:��Y • Hr.PrirW - o..r � �•:r: . . . ."Y: h� i d� .ra...; -. r .- r ui .24r v. ■ _ -. e - ..., • ot — - -- - - --- -- ? -' ' - • -,4../ - • • Z ~ Z t , -e. , - - ...4, • • Z . W I � ra . Ai i 1I 4 i'� . ,f Y,`�' k 11 I41, 1 c .......... ,-/' .. , , ' Inspit f: " � Date: ` . ' ' an 1 ) �:.. — $47 0 REINSPECTION E REQUIRED. Prior to ins ection, fee must be �,: ��; ,. p at 6300 Southcenter ivd., Suite 100. Call to s hedule reinspection. 15 $,. Receipt No.: Dat ;> ; , u ■ , > r '' . . . . r .. ...._ , '4' 2-' ✓., ,.., r .. F.J W444, f ?. 7 ,i Y 4 �f: :. . � .. .Yi:u .4 }% 'H 1:f'.'ii7&7}'Awx nYm Y ,ia.Mi1 ' •'Y; " K .Y ( �.'� . *<.d "7 . �J } 'i:1n5� . ...... , i --, . ( • • z . k . — Z III CE 2 6 INSPECTION RECORD t)02 - 37 co w Retain a copy with permit w _ INSPECTION NO. PERMIT N• r CO d CITY OF TUKWILA BUILDING DIVISION c' uj 0 } 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20.)43 -367 2 I Pro' ct:. S . Type of Inspection: • u.. Q r uli o l�� �I g�, L � ra�+l �c� u) d Address: 2 s , � � � Date Called: � _ r/ , D 3 Z � Special Instructions: Date Wanted: O ca.m., 1 ^G( - U3 P.m. z Requester: DLwc D 0 Phone No: 2 N , Li Z - a lo- 3 C3 I— W • Approved per applicable codes. IA Corrections required prior to approval. _ F- H COMMENTS: . L 0 CD 0--01..A.t/e—&"‘n4 - 6. -- "v1 A d...1.* g I lil *L.- j 4 fe n pa....e. .. . C) 0.- "4- 1 -- Z- - ....- tie-A act c."".. p 0_ r 0 , k 14 -` < I c:w • - 1).. a :L (( f- 1-1- e".}-Ai P /1/4,i f w�..e.,e_ � . t1/1 ax..0 ':. if a- r - o 46 t,. L-.0 7 .4, P 0.-T S, 74: . ,. I pec • r: Date: _... + � N t $ • { 00 REINSPE FEE REQUIRED. Pr' r to inspection, fee must be — � , : ,' paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' /4 , Receipt No.: Date: WV • 3 t'Tf 4 4„ �,. ],' C7t'7 g...4 = 1(� Y .r F. lf .' +" } .. , „ t ^ `7 . ^ ...��•ra.:r3•.,. ?��t,'.I ti::s:3.ha ; .tti'.•'i�:.�cw': Y�:.i�i..h.,• 3w ..�3 i��+�. _ , tcA :'n.:. - .. .. .. !. ' 1 o'h 1, 4,tuaaVe.i sr. %mv,' „ort z 4^:cS,inPve tk s;ikdi • 7 I . _ , - -- .- -_ ._r-- • - . , , -4-, • • . Z , HZ iti CG J ` Receipt No.: Date: ��_ 1.•,,r1, 0.-,•i T�yr . .;`t ;iA °' ' d _. ... :. _Ch:.;Li.,, ,, :,,c . .. J .�.. ...3 el .,.. ... J..�' : ":.o{ - r:,,...t.:,,.,,,,....:....:_,..,,,,..,,.,,,„,... 4C4 4•1 ir. 4 ..41Cl'U4z1,,:t 1...”4! 4V^,>` P4 .Ptif, 7ti,...., fL ,,:,V,,,,,h�! ,,,..:Y ',..,1„ e''iw, --7 - � r • z . F. z w re r .;. 6= 1 I • UO. Cl) , . , INSPECTION RECORD 9 w = O ' R e t a i n a copy with permit T a — 3. 1 co J 1.- INSPECTION NO. py p PERMIT NO. , W 0 co LL, 1 CITY OF TUKWILA BUILDING DIVISION / 74 • 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Q Pro ct: Ty Inspection: ction: CO d Ri/lLD 41 )6:5 �, 1 f,�6 I W Address: I L. Date Called: H ee /.., s . /24 s7 7 /a - 00 z Z o Special Instructions: Date Wanted: a.m. z �. Requester: ?/ ~ 0aZ `p.m.) W W 1 // D o Pho a No: // p p 2V .' Approved per applicable codes. Corrections required prior to approval. U. r- COMMENTS: tjj N { `:. Z i" 1.-Pix I , 1 IA s-e f\-e tor < b-e ■ co 1 )Y \fl tr `*fl - rrAv,n \ ,.. \ v sr,oe..l J rl h I 1 1 . Il I , I I. 1 i J; -4,l fi :1 } u ., ` r�Y. 1 I - i • - -.. `-1 `1 • Z I I f Z Ce W 2 0 • • " INSPECTION RECORD co f + ,. Retain a copy with permit 0 ' - a 3 W i i INSPECTION NO. PERMIT NO, (n LL, OF TUKWILA BUILDING DIVISION * W 0 ■ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 2 • Pro' c t: . Type of Inspection: Q � 4� ...�7, // 4 /1vl S /6N /-? 0.0 S 4e /m X54 : Address: ( o Date Called: H W 4/0 /2- S , 1 - s 7 . / / —.z az Z = Special Instructions: Date Wanted: a.m. F- l/ _; 9# - O 2_ p.m. 1-- O Requester: W ? ' Phone No: C.) (A 'r` y� 5 -alb -�'S 1 o / W W . Approved per applicable codes. ® Corrections required prior to approval. H U COMMENTS: U. C> LLI CO 0 �,, 1r�S ' ,� /!,;t/ Lud fq f 443 o z c02 /oZ tin 1 - S 4 to re) '141 / Ai --- riffpRk.c( . ‘, a, '° se � l _ i , `y , In pect r: Date: :,, ,e./...1.4-4.- I •,l �ti Ork_` / / - a / - o2.- 1 ' . '" , V .00 REINSPECTION FEE REQUIRE P rior to inspection, fee must be _ rf , 1 , 1 Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.ry�;„ , Receipt No.: Date: d C442100 , , -0 >. i ; z I(A c . ✓,,' ter �r �.. , a iL.ar'xi.:i "at _.. > . ti. . >+. 4.; %i� ir. cw�a`, w:A:�wmi�. a .141.vi w'4+��rrS;i�' � . ��,�` - . � L. . •x,RF.M3i..�..C ,h'.e."6:� %0 . `;,f `..... .,;.ilk! wrl4'v .„4...;....^'r.%:k"e d 4. "a.. K; '.',;ak:;kr: , ................■■. , , -- . 'N. s\ • Z < • x i- , w re ,„1/ , -J 0 NO. ■ .4(10 , 00 2.- 4, INSPECTION RECORD u) 0 • w w - 162..g - Retain a copy with permit w i -J I— : INSPECTION NO. P RMIT NO. ,. -, U) u_ CITY-OF TUKWILA BUILDING DIVISION 02. ' .- - 37 w 0 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 2 g :3 : : Proiect: I Typg of lnspe don: b - C - 5/64) ,-,• .4 Al-/Z11 / . ' 0 I a Address: • 40 r 7 Date c alle,: ..... c.9...., '7J2 5 , /- 57 -. /I Z 1... Special Instructions: Date Wanted: I- 0 .. In.) Z I- Requester: W Lu 2 D Siee, -- D a Phone 0 ,.• ..„......,, _ U) 0 - N°: >.S aP‘-c) --- is - 4 - pe 01._ El Approved per applicable codes. Corrections required prior to approval. ej - , W W I 0 i-- P . 4 : ., 0 COMMENTS: Z 0 W -S 34 e /eir-- c l ' 4 // 4il4/ /f)iA 0 1-- ,'• 1 //1/C -)- , c2 Z ''. / , ni - N • Ai 4 2 le /11ek . 9, V) o Ai 6 -/ a I 93 . / _ ■, . -----1 5 .1 "Reet/5 /0,14 .5-;7'e , Aid :, Seig. / ----' //.2 /' O P.- PI _7 "1) d 1 . I - _,...rj / Q 49 4 0 h 3 A -io .. i j ,. ... c,,2 /VeY A V mil 7 /I , / 1/ 2 6 .14 Y - seu.9 i / A .b. /ea - . ,,-'-' N , A‘ 1 D7 ' ZQ se% PS)/ lee' _LA.1.761007ii v Itis ' ..' . „..... i. ttAtq: ki j-Z / /%456)6' c' i '' /----- MA% LI , , , %"-%. to> )„,..rytob • \ > i<matA j or _ e7 Date,: . / ...._,4 1 2 /00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , - 1 1 4 r i ti l .9.' I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1- Receipt No.: Date: .. , ,,.. • t ; . - . - , . ■ , , . , .,,..,f .,., „,, ilk, 'tAL■1,0.4e4 :, ai.::* 'fi .1, sf ` • i . 1 ■.................................................. ■ ' 1 ' . 4. • • . . ' Z . 1.- Z 11.1 re 2 • • . 1 , REED & ASSOCIATES, PS i ' Civil & Structural Engineering , • design criteria roof live load dead load walls dead floors live dead seismic zones scope of work lateral analysis r - cT .` :` I z J U O 0 co 0 co im J Z I ._ Floor Ties / Holdowns Simpson UNO (See Footnotes 1,2,3,4) Reed and Assoc. # b - 1 03 N p MARK STRAP NAILING HOLDOWN STUD HOLDOWN COMMENTS W ANCHORAGE ANCHOR BOLTS LL co T -1 STHP14RS ( x _ z ,. I- O z 1 - W U *O = 0 1- WW f: ..�..,; W to ' Shearwall Schedule - Stud Framing (Reed & Assoc. # ow- r or H Z MARK SHEAR FLOW NAILING `�rke ;M`� Z • SHEATHING EDGES COMMON RIM JOIST SILL PLATE (1 < ON 2X HF UNO NAILING FIELD BASE PLATE AND ANCHORS w/ gO ; (BLOCKED) NAILING NAILING TOP PLATE 2'52''x3/16" N N CONNECTION WASHERS E3 y 2 lb 1sz co ,iN-r .. . _5v/ I 7 /1; OS 8d e-6 gele la 76.}e N.lrse 0 r:) fn )bd sL4 VI" w ` g n iii fw-z 7/ 3 g BCl e l?.. )6 g Nftrt -.S e v ��r4 G° 4i o X 3 on SW . 7" "OJ . io e 4 iod &12 1 ,6 ee 4 A3Se 11/ 57 1, L° s' o � `J D c~D n a co n 1'' k' t � M fy, Notes: 1 Locate holdown at each end of shearwall 3 Extend FDN Down as req'd to receive hold down AB embedment 2 Cripple wall construction same as SW above 4 Threaded rod & coupler as rey'd . 4 .; ' 'i � wa a.� SHEET NAILING SHALL NOT PENETRATE PAST FLUSH WITH THE SURFACE :. "'' °" '"" A STRENGTH REDUCTION OF 50 %OCCURS AND RE- NAILING IS NOT ALLOWED IF THE RESULTING SPACE IS LESS THAN OR EQUAL TO 2 ". Fihal o,,5 ,, t.+ .:,yt ;:.: ;.. ,, ,, ., t. 't. t t..,.: , N. :' „. aait.64A:. iz%5lY.' •wt' 7's'8ro,s..': •n;ixai•:' xf z!M+Ydu . ,... ... . it'3 v il}! t , E.: . KiA:1 t.',YLrauan A . 1 rr- • ■ _1.44 l REED & ASSOCIATES, PS Civil & Structural Engineering General Structural Notes I 1 8311 -212th St SW Edmonds, WA 98026 fil w . Office (425)778 -2793 Fax (425)775.2073 ' PROJECT JOB# DATE Plan 1828 02 -477 7/25/2002 . z CODE: ALL CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE (UBC), 1997 EDITION, H , W DESIGN LOADS: ROOF 15 PSF DEAD LOAD Ce ai SHEAR WALL FRAMING: EXTERIOR WALLS TO BE SHEATHED WITH 7/16" OSB, BLOCK SOLID, NAIL TO 2X STUDS © 16" O.C. WITH 8d @ 6" O.C. ALL EDGES AND 8d 12" O.C. INT. BEARINGS, U.N.O. ROOF DIAPHRAGM: APPLY 1 /2" CDX PLYWOOD (32/16) OR 7/16 OSB ON ROOF, NAIL WITH 8d @ 6 O.C. AT SUPPORTED EDGES AND 8d INTERIOR ;:t.:41.411:: @ 1 2" O .0 AT IN RI R SUPPOR fS, BLOCKING NOT REQUIRED. ` FLOOR DIAPHRAGM: APPLY 3/4 11 1 T &G STURD -I -FLOOR 24 O.C. GLUED AND NAILED TO FLOOR . (24 / l� r �T' vy1. FRAMING MEMBERS WITH 10d COMMON WIRE NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 10d ' • 1 a . COMMON WIRE NAILS @ 12" O.C. AT INTERIOR SUPPORTS. a . eta . 4 ' a , MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. i '�Yti " . THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT ? , CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED, DO NOT SCALE DRAWINGS. PRE- -4v .. /, tig , FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS, r , ; . i - 3 7...,,,,.„,,,,,.,,, ,„, %,.tiarc 7/25/2002 02 -477 (amg) Job Info J3, z.4., , A % FILE COPY " III.44.3.a. 1 BEAM OVER FURRACE ACCOVE" — T' KEYSTAR 1812 (a2) . Date: 1/11/00 BeamChek 2.2 Choice 1 4x 10 DF-L #2 BASE Fb = 875 ADJ Fb =1050 : Conditions '91 NOS Min Bearing Area R1= 3.9 in R2= 3.9 in DL Deft 0.01 in Z Data Beam Span 5.5 ft Reaction 1 2428 # Reaction 1 LL 1925 # Z ' 1 R1 = 2428 R2 = 2428 SPAN = 5.5 FT Uniform and partial uniform loads are ibs per lineal ft. 1„4 ft` • 4. .5 4 . Y .. k e t ft _, C,� , 'F k� R1kt'tb x . D 6 a . 2 1- 7 . ............ , , . ,t • o . t,..1 e i:6 r * :.#.. ' i ,N4i,''' WI i 157' '..,1 1 o { n 7 HEADER OVER ARCH INTO KITCHEN KEYSTAR 1812 ( W 8 ) . • ., Date: 1/11100 BeamChek 2.2 " BEAM SUPPORTING FLOOR JSTS. NEAR FRONT OF GARAGE KEYSTAR 1812 (1Z$) , Date: 1/11/00 BeamChek 2.2 Choice 5-114x 18 2.4E TJM PARALLAM® PSL BASE Fb = 2900 ADJ Fb = 2772 I Conditions Z . Min Bearing Area R1 =10.3 in' R2= 10.3 inz DL D e8 0.20 in = • Date Beam Span 22.0 ft Reaction 1 6705 # Reaction 1 LL 4620 # '� ui Beam Wiper ft '29.53 # Reaction 2 6705 # Reaction 2 LL 4620 # 0.1 Beam Weight 650 # Maximum V 6705 # Max Moment 36877 # Max V (Reduced) 5791 # p TL Max Dell I / 240 TL Actual Defl L /420 N u ) W LL Max Deft L / 360 LL Actual Deft L / 610 Attributes Section (in') Shear (in') TL Dell (in) LL Dell p Actual 283.50 94.50 0.63 0.43 W Critical 159.62 29.95 1.10 0.73 2 Status OK OK OK OK Ratio 56% 32% 57% 59% u) t'5 Fb (psi) Fv (psi) E (psi x mil) Fc_1 (psi) I _ Values Base Values 2900 290 2.0 650 Z '— Base Adjusted 2772 290 2.0 650 Z 0 Adjustments CF S Factor 0.956 w Cd Duration 1.00 1.00 j p Cr Repetitive 0 N Ch Shear Stress O H Cm Wet Use = BeamChek has automatically added the beam self- weight into the calculations. 1 u_ Loads Uniform TL: 580 = A Uniform LL: 420 U N, Z O r: Z 1 1 ' ' Uniform Load A 1 R1 = 6705 R2 = 6705 SPAN = 22 FT ; ;' 1,s s ,. Uniform and partial uniform loads are ibs per Pineal ft. ? w. `t4a �t . - _,. „ ,nwu t rya�r- ~4ivr.:.w okroveus.`rasm svtkiv,e6e4 oorertarMa7xoiliVA �'.ry @MPat i ^R ___ __ - t , °it i thl IMI • 5 — et • . E • 4:t tz 17:1 -..k . 01 0 c4.) zi, w 4 . 0 116,4 . ci.) 0 cra , ._ k ': • • , . . _ ......, _ ���'''''``` ''`" '`' -� ; T NOTICE: IF THE DO CUMENT IN THIS FRAME IS LESS CLEAR THAN ', � 4,,.. ,---„,-,:r � �, ` F , THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. tti.p T ai' . '+cZ - +m�.� S� cat. .. ..� {�: .:.•.Y -:.- -i a r o J r l -._ ■ I - .-- -,. - Stefania v pencer . Permit Technician Xc: Permit File No D02 -237 % ; Bob Benedicto, Building Official 1 ?r, ,,;' Y? } ,:t 7z ryt `'.,,Y, i t r g' V. ! l '�o- r ,� t 1 �; r ky i�iC zJi }y G ■ i : a ,, , i MJ 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 - 3665 :.:: 1 �7 i PiiilliliMMINIMMIMMOIMINT _'T . ' ?6t • - _ - - - , , r 1--"---*-'''i''' ,•` 1 �IILA 1 .• .. ..... 1'g 647 , 1 O ; Ci of Tukw Steven M. Mullet, Mayor Y+ :•� 1 0 !: : Department of Community Development Steve Lancaster Director /908 • z September 17, 2002 1 = re 2 Mr. Steve Farnum 6 P.O. Box 906 0 0 Fall City, WA 98024 . N W W = RE: CORRECTION LETTER #1 cn o Development Permit Application Number D02 -237 w Build &Design Lot 7 — 4012 S 126th Street g u_? I � I Dear Steve: = ° f F- _ . This letter is to inform you of corrections that must be addressed before your development permit can be z �- approved. All correction requests from each department must be addressed at the same time and 1-- O reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, 2 u j the Fire, Building and Planning Departments have no comments. U Q O Please address the attached comments in an itemized format with applicable revised plans, u j specifications, and /or other documentation. The City requires that four (4) complete sets of revised v . plans, specifications and /or other documentation be resubmitted with the appropriate revision u. ~ O block. z ui U — . In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have H . enclosed one for your convenience. Corrections /revisions must be made in person and will not be z accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 - 7165. > Sincerely, Stefania Spencer Permit Technician encl xe: File No D02 -237 4 ktra < i 144 � I� D.. a' • st • A ■ F s', a ' r fiC. � Y 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 " XVdIM». Mne- auwlew.ww.'1'- tP- •.rN+v7w.+.^ Y".�'.'+- �t.v..•w.w....w»..• »w. ..— ..... .. w... «. ern —I M1MMenn .m...»s.•rM.•+s +.r...+.... r..5.. +w ...+.-- nMxw.rh•sAAWS t5 a .mx..uwHU ...................... "...� ':4, l Ja N ., NILA '. w.qs r t r,, City of Tuk Steven M. Mullet, Mayor J''•• ; 07,/,,' 2 Department of Community Development Steve Lancaster, Director 1908 -- z August 16, 2002 . 1 z c w Steve Farnum Build & Design Group U O • P.O. Box 906 co 0 I Fall City, WA 98024 . . • w = U) � RE: Letter of Incomplete Application #1 w O Development Permit Application Number D02 -237 2 Build & Design Lot 7 u. Q 4012 S 126 St3 to I-w Dear Mr. Farnum: z H This letter is to inform you that your permit application received at the City of Tukwila Permit Center on w w August 14, 2002, is determined to be incomplete. Before your permit application can begin the plan D p review process the following items need to be addressed. 0 (.0 + 0 H Building Division Bob Benedicto, Building Official H U 206/431 -3675 w ~O i z 1. Please provide "circled" information listed on attached "Guidelines for Residential Site Plan U to Submittal ". 0 H z Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I ' have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3684. i Sincerely, i s. 1- 4 7 . r " 4 4, galtklAe) a. ,decaent) Kathryn A. Stetson ry 1 Permit Technician 0 1 end • R, File: Permit File No D02 -237 — WI! I , . , , P t r, - ,Airy 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 `' ' ', ��4NnxrNUinNrss�ewsea ^•Sr.tly:y- ..ter..- w.«,..»..- ..•.w. -n ••. yy�...... ,,.,rrwwurwyyrsaset.^..>:'L •.•••,•••.,.•» ..• ,.., ...nv,.o+H.r,r.a.,w..axva.e+ ant+ a7riV �. Km1Jr .7RY }A�MSk:,vertw.K•. «w•....� . I . . . pow s r t .� - _..___ _ _' i _ - . '.", 1 —. , r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -237 DATE: 08 -19 -02 PROJECT NAME: Build & Design Lot 7 a �w SITE ADDRESS: 4012 S 126 St ce APPROVALS OR CORRECTIONS: DUE DATE: 09-17-02 ;4.;11: Approved n Approved with Conditions n Not Approved (attach comments) : ; Notation: S id ows tfl REVIEWER'S INITIALS: DATE: 0,41%,;:pv,! r ce: i n . Permit Center Use Only CORRECTION LETTER MAILED: F"/7- d Z Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff initials: l', : 17 4.8 7:4: .96 .. Documents/routing slip.doc 2.28.02 2 � , • • ■ ■ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -237 DATE: 08 -14 -02 • , PROJECT NAME: Build & Design Lot 7 a • • SITE ADDRESS: ESS. 4012 S. 126 St 2 . 1 - k -•• " ft • g s ■ City of Tukwila _ , 1 o ; ► �,. 1 Department of Community Development — Permit Center o` ii. 6300 Southcenter Blvd, Su 100 p N ? /. . Tukwila WA 98188 � •••N.NN ... ...... 0 - (206)431 -3670 ' _ , 1908 . � ,.( ;. t�5 " : ' . l.::� `•�.r`:ti '� at:�Y47 `'A`' :.�'Yy:x?'r 4 ^- .S�I:; + ;fir.; ; + _. .. y ,....,; r • ., y � v ......... �+, ,� , � . 1e4 a� °` �a = s�'� . � 5 - . ��,. . . . � �., v:s :�a,� �`' � .fir � � t h yti . •• r s ■ �. d max= q al �T+ i. % .� ` i .,t S , y ' v ' , I , .,�[ \'� 9 r . . ... Id =.... _. 5ry [ id i ' r� �f fi r . 1 i i (x r i 53 �A- xl r. } �ye. � w : � fj':. y;yY `�i,�J�'# �i sa.•t'ny �Iti : l.. 1�, S� =O. rrrA7 . r z , ! 'Et f" -u •�'j•fi.; i�'1 �.1si ,.rir } Y� Y t� k 41, t 1 .�(. d e'hr sY •'f re I �. � ' .� • , �'] , �r!M:' lri;G is ^M `4, ��^'�'+�x4+e��'. �i '),...;;ss. I, it r,,. F s.. q�, r ='�F. r. yA.. ,ir4•f q'Y' •.� wd4i. %FMi d~t,7if�x re as .+* a' 4• �d P'v dF a7 It+ h= <Rv�Ltrj.�r�".t.elt"as�iL is�Y,1 `�4. " W C L�.!:P:Y�? R �,f'pm{P..r:a�:b /M ofy.r�, ^..� I�.w.�ir',�.!�. k 6 JU Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted N p through the mail, fax, etc. w = I J 1.- f N L iii I Date: 10 •OZ- - D1,- Plan Check/Permit Number: D02-237 2 u.j ❑ Response to Incomplete Letter # RECEIVED u) a OF TUKWILA H w ® Response to Correction Letter # 1 Z H 1 ❑ Revision # after Permit is Issued OCT 0 2 2002 z o PERMIT CENTER 0 '. Build & Design Lot 7 o 0 P rojec t N ame : O _ I Project Address: 4012 S 126 Street i o a.1 Contact Person: Steve Farnum Phone Number 2 2-s �� 3� 07 w z I U 0 H = Summary of Revision: ■ , l i I Z 1 1 f 1 i 1 I It g it Sheet Number(s): iit "Cloud" or highlight all areas of revision including date of revision " , ; ) Received at the City of Tukwila Permit Center by: )(0 °A 4 w °` ;. . 1. i0 K s . ❑ Entered in Sierra on _ ''i� - 09/17/02 ' . etirla -- - - - - - .-- - x.4_, i , - �J� City of Tukwila o` r �► 2 '• Department of Community Development - Permit Center - �'� 1��+� 1E1 • rii 10 6300 Southcenter Blvd, Suite 100 N � �!, `j # �� , Tukwila, WA 98188 1 90 8 (206)431 -3670 • z ll,- :�t�',� ;}fir 4Fk.•.., Y r �.} }. 7 f ! ' . ��,..�,� .. .p; ,.. ,r.e. _ 4 . , k ! i • i W r4 ����, ki iz �t:'7 U�t�4; � , ..n: :.,kri) : :',', :. , ...: 1 . ,. ;., i,}c,.i Jam . )n„;' Nt .d,a ,," ,.d;S, ,,<„ ... ,,,, ', ::• „n , ... . . .,, ,. . �,. N�/ LL JU Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted 0 o through the mail, fax, etc. • w = ' J 1" N w Date: / 0, Plan Check/PermitNumber: D02-237 2 g 5 LL.. Q t] Response to Incomplete Letter # _1_ = d Ili ❑ Response to Correction Letter # Z i ' ■ . - 4,, y o''' " "'` `'f CITY OF TUKWILA -4,,--; , ,i: p Permit Center •� a ts, - , a�. . 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Ilk 1901 '` Telephone: (206) 431 -3670 Certificate of Water Availability Q . P ROJECT #• (Required only if outside City of Tukwila water utility district) w #: 1 1 P ART A: ( To be completed by applicant) di o • Site Address (Attach map and Lea Description showing hydrant location and size of main): w = t(!^4!''' O i ': " `i' :i:(: ; s +7;',p',f•`A,. ;" a' • �"r`.' ?lf •. �` rs�,�� �` CD u, ..i..� �- .• , .. �`. '1•: .'j: :};..:; �� ,Fy��y� � . . '1 +3x13 :ti ~• -.3' o ,� :. W O I T'` ' � •� .�'?` 4Z 4 ".' . 3 / :$L'�� �= w,v`� - � �.^.f� -. b ..`vJ�•1���� rL••`` �, �.: •�T Name: D r) ea Name: 2 Address: P. 0 . tBD X-36 • 1 460 Address: L Q Phone: C, — ' Q — 's ' 4 (9 _ _ Phone: W Tl is for the purposes of: Z = F- , LEI Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision z O 0 i ❑ Commercial/Industrial Buildin Permit ❑ Rezo w w Building ❑ Other ; +tr; =�, 2 D� " ! 1 I ,; - - � KVVILf� U tJ Estimated number of service connections and meter size(s): ON Vehicular distance from nearest hydrant to the closest point of structure ft. AUb j 4 LUOZ w 1- w Area is • ery • ••. by (Water utility dis rict): . k;A' ilIT c;E_NTE: I-- F • Owne /Ag: Signs e• / Date: v 4-- O . , iAt Z / 0 2..-_ ui CO ~ O PART B: (To be completed by water utility district) Z The proposed project is located within WA. Lk? k -t ! (City /County) The improvements required to upgrade the water system to brin it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: \ N (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 "2-00 gpm at 20 psi residual for a duration of 2 hours at a velocity of 1 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. y girj eoo.4 u.) er +�i. t. *ias itJk-V► .l ) 7 -- 2.—S---02.—S---072.—S---07- - Y .: J A00(o-1:9 hone 9Oto - -15 � B Date �,k' PART C: (To be completed by governing jurisdiction) � Water Availability: ❑ Acceptable service can be provided to this project ° ', Cl Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ,j,r`' In System isn't capable of providing service to this project. •r r,.;• Minimum water system improvements: (At least equal to B2 above) _ 1.',,,'::::!, ; ., rt ,, (Use separate sheet if more room is needed) ' itriH ;`' ; ' ,y„4,4.1,4, ., A•enc /Phone RK•• _ .,�..: �,..,. — ;.: ,r r; , ti ; , ' ;:s • f /A: _ ' :,V'5;,:;, , ;:, : 14816 M111' y Road South • s K ;, � < : i�, �b��t� . .< P.O. Box t. X50 ,........,:i.. -• 1 = ... r n ��� � Tukwila, WA 98168 Y`"'`` Phone: (206) 242 -3236 . x , s> Fax: (206) 242 -1527 S,W ; CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability ., Part A: (To Be Completed by Applicant) Purpose of Certificate: la Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: DU il Le L Phone: vo -- via a, — sey 2. Property Address or Apo Loc n: Tax Lot Number: 4®/ A s' , 1 proxim t ati • •t; S'" z Legal Description(Attach Map and Legal Description if necessary): , i - PARCEL D cel LOTS 7, BLOCK i, SQUIRE'S REPLAT OF PART OF TRACT 33, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 20 OF PLATS, PAGE(S) i00, IN KING COUNTY WASHINGTON; U O TOGETHER WITH ALL OF VACATED SOUTH 126TH STREET ADJOINING; AND co 0 co w r . Part B: (To Be Completed' F-• ='' by Sewer Agency) N w ` 1. p a. Sewer Service will be provided by side sewer connection only to an existing 6 �� size sewer 2 10 feet from the site and the sewer system has the capacity to serve the proposed use. g _, OR ❑ b. Sewer service require an improvement to the sewer system of: RECEIVED u... < D Ci TY OF- UJKWILA W d ❑ (1) feet of sewer trunk or lateral to reach the site; and /or H w ❑ (2) the construction of a collection system on the site; and /or AUG 1 4 2002 - z 1- Ca (3) other (describe): .. w -. uj U � O - 2. (Must be completed if 1.b above is checked) W w ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive H 0? plan, u. r- O OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. - w Z U N H 1- 3. a. The proposed project is within the corporate limits of the District, or has been granted Boundary O Review Board approval for extension of service outside the District, z OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ 'O— a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ , (Subject to Change on January 1st) j King County/METRO Capacity Charge: Currently, $1784.54 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) ` :0 b. Easements: Li Required El May be Required � C. Other: ':, , �; , , .•. S ', 1 y certify that the above sewer agency information is true. This certification shall be valid for one year ;,., - ,, f m t e date of sign ure. • / n, ; . 1 .C1 M G Ys k COY' Z , i.-., ' ? `� By Title Date ''"��:' as7 .�, , r I s e N, k �i+4 5 6E RIGHT D 2000 - 035 4006 S. 126TH ST C LOT 6 PLAN INS-A GARAGE LEFT 4012 S. 126TH ST. D LOT 7 PLAN 1328 -B GARAGE RIGHT D 2000 - 037 , 4018 S. 126TH ST E LOT 8 PLAN INS-A GARAGE LEFT LE FUTURE CURB AND GUTTER, 1/2 STREET IMPROVEMENT PARCEL F LOT 9 1 i I PLAN 1834 -A I GARAGE RIGHT SEDIMENT FABRIC FENCE (EXIS SAN SEWER (PROPOSED) NOTICE: IF THE IT DOCUMENT DUE TO THE QUALITY OF THE DOCEUA THAN MENT THIS NOTICE • , --- -' r -, r 1 1 Y , . • 1 I I I LEGAL DESCRIPTION . PARCEL D • LOT 7, BLOCK 1, SQUIRE'S REPLAT OF PART OF TRACT 33, . RIVERSIDE INTERURBAN TRACTS ACCORDING TO THE PLAT , z ‚. • ' ! • THEREOF RECORDED IN VOLUME 20 OF PLATS, PAGE(S) 100, IN ' t- w. ■ KING COUNTY, WASHINGTON. '6 . • 00 • PROP ERTY ADDRESS . w iu 4012 S. 126 STREET J 1 , w Q. PARCEL # �: • . 794520 -0035 u. a . _ �. .� _ • . • x-01 f Z 1--: . • '' . 2 • :ci • .o I- ..., w W Z : V CO. . 'j 0 { Z i CITY OFETUKWILA ' AUG 14 2002 ti , i . PERMIT CENTER • • . i . t p''4,c,: A7,: is p r� • ,, _ p : ,.tt• iii ( i� C. r :75, { i DO a• a3.7 . 11":"\L'''''c''''rtk:( a r • :., •.. .. . rN.„,.o ..4r,ab.... t rq.e.. Dori A °i3StJ, x,'4t(.. 9i1!'j1.id SR+.'iL>.. a)i«5vH 'E1vrr01 }i, • 1 • ' I - • . . , • ,.-.., • • • I �__ ....• — . . � - -- _. __.__ __� — . rrl' — Z :Tt =C t_•_11.. —y '..�_: _'_.— ..._ __ � � y ••+'•••s, • 1 ,: • ; • DEPAR. ,✓LENT OF LABOR ` AND INDUSTRIES • : 1 i �"" ` •' : ' REGISTERED AS PROVIDED BY LAW AS .''.' CONST CONT GENERAL � . i + ;� :. �� �, �,;, YREG 4 =x# *• 5 .`EP : 'DATE', ; l; CC ], 1 4BUI r� , BUIIi DGIO aP- .0.4 ' , y'`ti • "'' : EFFE C TIVE ` TE -�' `04%20/1990 • , • Z • ? " ; r + ..1 ":.2, • :.! . ,' ;'d >. . :_. : 3';i ., . , < A� !sr BUILD Sec.... GROUP' _ Z '�; �Y . ; '.n PO BOX 9 0 6 : , re W �' "`'! FALL CITY WA ` 98024 L �i I , � ' {, ,t1 , I . � t: ^ . •• , r ' (:'t' • • i V 0 0 CI } y .. .. • . F625 . • ' N — _�. .__. -- ... - - -- _ . - - .. - - - - - -- --- .... . _._ __. — . —... J I • - -- -- -- -- . - -� -- -- • - _ - -- — —' — ' Detach And Display Certificate u ) LL i u.. Q 1 ! d I = I Z ,_ WO W I 2 D O. ON • , W. l I - • • LL I- o: Z . Iii c o U 1 • 0_. • i Z RECEIVED CITY OF TUKWILA AUG '14 2002 . I PERMIT C ENi EI • ni imorr } ' ii 1 N '' i'P LL 1)0 Y ` ..,..,_ i foundation detail garage foundation detail typical step footing lateral restraint panel typical eave detail pier pad footing detail stair section detail obie pacific design greenridge homes foundation plan upper floro plan roof ventilation section a main floor plan elevation floor plans GENERAL CONSTRUCTION NOTES: 1. All workmanship and materials shall conform to the the City of Tukwila Infrastructure Design & Construotioon Standards (1996) and the King County Water Design Manual (1998) 2. All work shall cantor to these drands and the Rules and Regulations of the 'Washington State Department of Transportation (WSDOT /APWA Standard Specifications for "Road, Bridge, and Municipal Construction" latest edition, except where supplemented or modified by The City of Tukwila Infrastructure Design and Construction Standards. 3. The contractor is required to have a copy of the City of Tukwila Infrastructure Design and Construction Standards available at the job site along with a copy of the approved construction plans 4. A pre - construction meeting shall be required prior to any on -site work for all Public Facility Extension Projects. 5. Locations shown for existing utilites are approximate. Identification,location marking and responsibility for underground facilities or utilities is governed by the provisions of Chapter 19.122 Revised Code of Washington. Prior to starting construction, the contractor shall call one -call (1- 800 - 424 -5555) afor utility locations (water, sanitary sewer, storm sewer, gas, poor, telephone and television). 6. The conctractor is cautioned that overhead electrical lines are not shown on the drawing. The conctractor is responsible for determining the extent of any hazard created by overhead electrical power in all areas and shall follow procedures during construction as required by law and regulation. 7. Traffic control and street maintenance for safety of the traveling public on this project shall be the sole responsibility of the contractor and all equipment used will be subject to the approval of the City of Tukwila. Contracors and their surety shall be liable for injuries and damages to persons and property suffered because of contractors operations or negligence connected with them. 8. During construction, the contractor shall be required to control on -site storm water by using temporary or permanent drainage erosion /siltation control procedures. 9. It shall be the contractor's responsibility to determine the true elevations and locations of all underground utilities. 10.Existing pavement surfaces shall be saw cut full depth with straight, unifrom edges 12 inches (12 ") out from the edge of excavation. All joints between the new and original pavement shall be painted with asphalt emulsion(CSS -1) 11. Time limit restrictions within existing rights -of -way will be applicable and determined at the pre - construction meeting. 12. The contractor shall install, replace, or relocate all signs, as shown on the plans or as affected by construction, per City's Standard Detail No. RS -14 13, Power, cable and telephone lines shall be in a trench with a minimum horizontal separation from other utilites (sewer,water,storm) of five feet(5') unless otherwise approved by the City of Tukwila. 14. All construction surveying for extensions of public facilities shall be done under the direction of a Washington Licensed Land Surveyor or a Washington Licensed Professional Civil Engineer. 15. The contractor shall be required to water the site as neccessary, to reduce dust emissions as a result of construction acitivites. The contractor shall sweep all affected public roads, as necessary, to remove mud deposited as a result iof project contruction activity. 17. For manhole and rim adjustment, maximum adjustement with brick for rims and castings shall be 14 inches (14 1 without adding new sections. 18. All manholes, catch basins, and valves in public rights-of-way or easements shall be adjusted after asphalt paving, and conform to the City's standard adjustment details. All utility casting outside of paved areas shall be installed wiwth a concrete collar around them. 19. PVC manhole adapters or approved equal shall be used to make all connections of SDR 21 or 35 PVC to manholes or catch basins. 20. The maximum laying lengths shall not exceed 12'-6" for SDR 21 or 35 pipe. 21. Bedding, backfill and construction procedures for all storm drain pipes shall be in accordance with the City of Tukwila Standard Detail No. DS-11 and DS -12. 22. Bedding, backfill and construction procedures for all sanitary sewer pipes shall be in accordance with the City of Tukwila Standard Detail No. SS -11 23. All imported pipe trench backfill material shall be bank run gravel, for trench backfill per WSDOT Standard Specifications Section 9-03-14. 24. Pipe trench backfill material within the improved right -of --way shall be 5/8 minus crushed rock when connection si perpendicular to the city street, as per City of Tukwila Standard Detail RS -3. 25. Construction of proposed improvements shall be in accordance with apprvoved plans. Any changes from the approved plan will require approval from the owner , engineer and the City of Tukwila. z CONSTRUCTION SEQUENCE 1 Flag or fence clearing limits and install filter fabric over existing catch basins 2 Grade and install construction entrance. 3 Install perimeter protection ( silt fences,etc.) 4 Clear for and install sediment traps if neccessary. 5 Clear, rough grade, stabilize site and constuct building. 6 Install sanitary side sewer 7 Install storm drains and infiltration system. 8 Install filter fabric over all catch basin grates 9) Install water mains and underground utilities. 10) Complete final grading and paving of roadways. 11) Hydroaeed(or equal) all disturbed or cleared soils to remain unworked for more 12) Clean out storm drainage system. 13) �Upon cox letion of the project, stabilize all disturbed areas and remove all ESC a citliX s ( MP's) only when entire site is stabilized than 30 DATE ays. GRADING AND EROSION CONTROL NOTES: 1. The erosion prevention and sediment control (ESC)meaaures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits. 3. Before any ground disturbance occurs, all dwonstream erosion prevention and sediment control measures(ESC) must be constructed and in operation. Install and maintain all ESC mesures in according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temmporery and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through april 30, provide temporaay and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures. the Contractor shall: .Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. .Stockpile. on site, enough cover materials to cover all disturbed areas. 7. By October 8. seed all areas that will remain unworked during the wet season (October 1 through april 30). Mulch all seeded areas. 8. Where straw mulch for temporary erosion is required. it shall be applied at a mintnum thickness of 2 to 3 inches . or 2 or 3 bales per 1000 square feet. REVISION JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2 "X2 "BY 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED MAX ---- -j POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. SILT FENCE DETAILS N.T.S. 211X4" WOOD POSTS,STEEL FENCE POSTS,REBAR OR EQUIVALENT. INIMUM 6 "x6"TRENCH BACKFILL TRENCH WITH 3/4 " -1.5" WASHED GRAVEL FILTER FABRIC NOTES: A. The filter fabric shall be purchased in a continuous roll cut to the lenth of the barrier to avoid the use of joints. When joints are necessary, filter cloth shall be spliced togehter only at a support post, with a minimum 6 inch overlap, and both ends securely fastened to the post. B. The filter fabric fence shell be installed to follow the contours (where feasible). The fence posts shall be spaced a maximum of 6 feet apart and driven securely into ground (a minimum of 12 inches) C. A trench shall be excavated, roughly 4 inches wide and 4 inches deep, upslope and adjacent to the wood posts to allow the filer fabric to be buried. D. When standard strength filer fabric is used., a wire mesh support post shall be fastened securely to the upslope side of the posts using heavy duty wire staples at least 1 inch long, tie wires, or hog rings. The wire shall extend into the trench a minimu of 4 inches and shall not extend more than 36 inches above the original ground surface E. The standard strength filter fabric shall be stapled or wired to the fence. and 12 inches or the fabric shall be extended into the trench. Fileter fabric shall not be stapled to existing trees. F. When extra - strength filter fabric and closer post spacing are used, the wire mesh support fenc may be eliminated. In such a case, the filter farbric is stapled or wired directly to the posts with all other provisions of staendard note E applying G. The trench shall be backfilled iwth native soil or 3/4" --1.5" washed rock H. Filter fabric fences shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. I. Filter fabric fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. J. '4eintenance: Any damaged or clogged fence shall be repaired /replaced immediately. Sediment must be removed when the sediment depth is 6 inches or greater. If concentrated flows are evident uphill of the fence, they must be intercepted and conveyed to a sediment trap or pond. LEGAL DESCRIPTION PARCEL C Lot 6, Block 1, Squire's replat of part of tract 33,Riverside Interurban Tracts, according to the plat therof recorded in volume 20 of plats, page(s) 100, in King County Washington together with all vacated South 126th Street adjoining; and PARCEL Lot 7 ,Block 1, Squir D replat of part of tract 33,Riverside Interurban Tracts, according to the plat therof recorded in volume 20 of plats, page(s) 100, in King County Washington together with all vacated South 126th Street adjoining; and PARCEL E Lot 8, Block 1, Squire's replat of part of tract 33,Riverside Interurban Tracts, according to the plat therof recorded in volume 20 of plats, page(s) 100, in King County Washington together with all vacated South 126th Street adjoining; and PARCEL F Lot 9, Squire's replat of part of tract 33,Riverside Interurban Tracts, according to the plat therof recorded in volume 20 of plats, page(s) 100, in King County Washington together with all vacated South 126th Street adjoining LARRY E. STEWARD PE 4 1" =10' APlIEMm R 9CYi • • 24738 SE MIRRORMONT WIVE ISSAQUAH, WASH 98027 FAX 425- 392 -0342 PHONE 425 - 392 -0342 E -MAIL lesteward•hotmail.com BUILD AND DESIGN P.O.BOX 906 FAIL CITY, SASH 98024 PHONE 425 -222- 7889 These r'ans have been review ri by the riihl,r Works Department for conformance with current City standards. Acceptance is stihtcct to crr^rs ar.3 or-iSinnc which do not authorize violations of 2d( tad srardarcN or ordinances. The responsibility or 'hc ar?cT, acv of the design rests totally with t :. ..es :r. cr. Additions, deletions or rev2sions to these & Wirzs after this date will void this acceptance and will require ubmit .� a *zs� tal of revised drawings for s;il,scquent art renal. Final acceptance is stbjort to field inspection by the Public Works utilities inspector. ,Daze; S b. i'� .• r OCT 8 2302 a * - ..,.. ar'ti .,,. L K`," /' `r= PUEL1C ►�: :.�� CORRE TON LTR# tiZ cc 22302 RIVER HILLS TUKWILA,WASHINGTON Small Site Drainage Plan NOTES Lars 6.7.8 AND 9 coos 70 4024 3.12eta ST • 1 foot of native fill with sod Vaned grate for 24" cone pipe 3.5" long 2 foot Dia concrete pipe 4"Dia PVC perforated ipe with holes • 3 o -clock and 9 o- -clock 3/4" to 1 1/2" washed drain rock wrapped in filter fabric DOWNSPOUT DRYWELL DETAIL 2 foot dia cone pipe catch basin with grated lid - 4"PVC slope =2Z rain topsoil & sod la ca 9;it 44i Subgrade compacted to maximum density (See specifications) Catch Basin rs aired PRIVATE DRIVEWAY CROSS—SECTION NOT TO SCALE �`\ PAROL C `\ 4006 S'.• 128th St 2" compacted depth class "B" asphalt concrete 4" gain compacted depth asphalt treated base %.PARCEL D. i>2,000 -036 4012'S-..426th St Downspout drains are solvent welded 4"PV Footing Drains are solvent welded perforated 4" PVC with slots at 3 o- -clock & 9 o -clock 1 topsoil & sod SECTION DOWNSPOUT DRYWELL Mark center of hole with capped PVC Topsoil SECTION FOR SEPARATE FOOTING DRYWELL APRIL 2000 FROM PERCOLATION TEST REPORT BY R_A.OWEN N RATE vLOT HOLE # 1 DEPTH ( MINUTES PER INCH) 12 DATE BY CHED REVISION 1" PERC HOLE TYPICAL 1 -4"PVC Clean -out Proposed 4"PVC side crossing must be lower than storm pi ELEVATION DATUM: CITY OF TUKWILA SANITARY SEWER INFORMATION NORTH INVERT OF SANITARY SEWER MANHOLE 9 -4 BEING ELEV. 36.20 AS VERIFIED BY OBTAINING INVERT ELEVATION OF SANITARY SEWER MANHOLE 9 -3 HORIZONTAL DATUM: LEGAL DESCRIPTION N. 00 DEGREES MINUTES 20 SECONDS WEST CENTERLINE OF 37TH AVE S. (MOHAW( STREET) AS SHOWN IN THE PLAT OF ROBBINS ORCHARD ADDITION EXISTING LOTS AS IDENTIFIED AS PARCEL C,D,E AND F HAVE LOT AREAS OF ABAOAUT 5500 SQUARE FEET. DRIVEWAYS DO NOT EXCEED 15 & SLOPE DR�EWAY AREA 1000 SQ. FT 4"PVC side sewer 6-PVC cleanout 6' PVC testing tee 6"x4' Reducer PARCEL F ROCKERY LOT 9 - L47- FF 106 R001, AREA= 1619 DAY AREA 10� Increase sanitary sewer from 4 inch to 6 inch from property line to Pro 8" Main Sanitary Sewer 2% min slope 3:1„ BEVEL ON CULVERT ENDS LARRY E. STEWARD PE 24738 SE MIRRORMONT DRIVE ISSAQUAH, WASH 98027 FAX 425 - 392 -0342 PHONE 425- 392 -0342 E -- MAIL lesteward•hotmail. com BUILD AND DESIGN P.O.BOX 906 FAIZ. CITY, WASH 98024 PHONE 425 -222 -7889 RIVER HILLS TUICWILA,WASHINGTON Small Site Drainage Plan LOIS 11.7.11 AND 9 400S 10 4024 WINN ST 1 foot of native fill with sod /7- Vaned grate for 24" cone pipe 3.5" long 2 foot Dia concrete pipe 4"Dia PVC perforated ipe with holes • 3 o -clock and 9 o -clock 3/4" to 1 1/2" washed drain rock wrapped in filter fabric Subgrade compacted to maximum density (Sea specifications) Catch Basin where required PRIVATE DRIVEWAY CROSS - SECTION NOT TO SCALE VERO \ \ \ ` PARbL C . \ . . \ D200i3. -035 f� . \, D200)3,-035 SIN 126th St 2" compacted depth class "B" asphalt concrete 4" min compacted depth asphalt treated base WM - .rW•IIM. 4 MOM r .r -rMr!. WO C.MMIMMM.. WM IMWr W W . ■r■_ ,PARCEL DN, o0o -o3s 4012''H 6th St LOT 8 NORTH AS VEB MANHOI HORIZO N. 00 AVE 3. ORCHAJ EXISTU AREAS DRIVE, DOWNSPOUT DRYWELL DETAIL 7---Roof downspout erflow 2 foot dia conc pipe catch basin with grated lid .Rockery \ \ •� Downspout drains are solvent welded 4"PV Footing Drains are solvent welded perforated 4" PVC with slots at 3 o -clock & 9 o -clock flow - 4"PVC slope =2z min topsoil & sod WAWA SECTION DOWNSPOUT DRYWELL Mark center of hole capped PVC Topsoil with 1" SECTION FOR SEPARATE FOOTING DRYWELL APRIL 2000 FROM PERCOLATION TEST REPORT BY R_.A.OWEN N RATE LOT HOLE # DEPTH (MINUTES PER INCH) : O PERC HOLE TYPICAL 1 -4"PVC Clean-out Proposed 4"PVC side crossing must be lower than storm pi 4"PVC side sewer 6"PVC cleanout 6"PVC testing tee 6 "z4" Reducer Increase sanitary sewer from 4 inch to 6 inch from property line to Pro 8" Main Sanitary Sewer 2% min slope 3:1. BEVEL ON CULVERT ENDS 12 HDPE LARRY E. STEWARD PE • • 24738 SE MIRRORMONT DRIVE ISSAQUAH, WASH 98027 FAX 425-392-0342 PHONE 425-392-0342 E -MAIL lestewardilhotmail.com BUILD AND DESIGN P.O.BOX 906 FALL CITY, WASH 98024 PHONE 425 -222 -7889 CITY OF TUKWILA APPROVED RIVER HILLS TUKWILA,WASHINGTON Small Site Drainage Plan LOTS s.7.e AND 9 1 F • 1 • • D 02_0237 35mm D • #1..3 I I � i I I I I I I I I I iil!;ii iiilii!!!I! , ,.! •I !_ . 0 Inch 1/16 1 i 2 3 d 5 6 • • t, - r v ,S' !r yy L IIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIII I II I1I IIIIIIJIIIIII1IIIIIIIII1IIIIIIIII1IIII IIII1IIII IIII1IIIIIIIIIIIIIilllllllllllllllllllll 1 1111 J FILE COPY 3EC 1VEU CITY OF TUI:`NILA. AUG 1 9 2.002 PERMIT CEN'T ER N CONSTRUCTION 1 N 1 �, oP I�1;29 ENTRANCE _ _ � " HDPE WATER SERVICE— X10 4006 S. 126T" ST LOT 6 PLAN HI GARAGE LEFT 4012 S. 126' ST. PLAN IE525-f3 GARAGE RIGHT EXISTING PAVED PUBLIC ROAD 4018 S. 126T" ST PLAN 1828-A GARAGE LEFT LE FUTURE CURB AND GUTTER, Y STREET IMPROVEMENT T SEDIMENT FABRIC FENCE (EXIST 8" SAN SEWER (PROPO ED) FLAN 1834-A GARAGE RIGHT