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HomeMy WebLinkAboutPermit D02-136 - DOAK HOMES - LOT 44 SINGLE FAMILY RESIDENCEDOAK HOMES LOT 44 12203 46 AV S D02 -136 z.., 3 (\ ) City of rlkl a ,90. Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , ' DEVELOPMENT PERMIT z a \,. z Parcel No.: 0179000885 Permit Number: D02 -136 w Address: 12201 46 AV S TUKW Issue Date: 11/12/2002 J U Suite No: Permit Expires On: 05/11/2003 0 O to 0 to Tenant: w Name: DOAK HOMES - LOT 44 -J 1 Address: 12201 46 AV S, TUKWILA, WA '. W 0 Owner: g j Name: DOAK HOMES, INC Phone: u. Address: 11812 26TH AVE SW, BURIEN, WA = d I - w Contact Person: Z H { Name: DARRYL E. DOAK, SR Phone: 206 246 -6587 . Address: 11812 26TH AVENUE SW, BURIEN, WA W w' 2 M : Contractor: V y : Name: DOAK HOMES INC. Phone: 206 246 -6587 , 0 I -` Address: 11917 4TH AVENUE S.W., SEATTLE, WA u.1 W { Contractor License No: DOAKHI *092NZ Expiration Date: 08/01/2003 I_- 0 L H DESCRIPTION OF WORK: W Z + CONSTRUCTION OF A NEW 1,800 SQ FT SINGLE FAMILY RESIDENCE AND 240 SQ FT ATTACHED GARAGE. U PUBLIC WORKS ACTIVITIES INCLUDE: LAND ALTERING, EROSION PREVENTION AND SEDIMENT CONTROL, PERMANENT ~O I } WATER METER, SANITARY SIDE SEWER, STORM DRAINAGE. EXISTING WATER METER. Z Value of Construction: $168,792.00 Fees Collected: $2,351.75 k. Type of Fire Protection: N/A Uniform Building Code Edition: 1997 . Type of Construction: V -N Occupancy per UBC: 7 • Public Works Activities: . Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: . N Number: 0 Size (Inches): 0 { Flood Control Zone: N Hauling: N Start Time End Time Y Land Altering: Y Volumes: Cut 0 c.y. Fill 0 c.y.- 4 ~ ` Landscape Irrigation: N k '.. :, Moving Oversize Load: N Start Time: End Time: & Ky 4, Sanitary Side Sewer: Y 4.�x, Sewer Main Extension: N Private: Public: "'�""`�' Storm Drainage: Y l i rx f Street Use: Y �' ' ,; 4{ Water Main Extension: N Private: Public: `s'`' Water Meter: „. w Channelization / Striping: 1 rh '')?Li IR ** Continued Next Page ** a 1 ' i doc: Devperm D02 -136 Printed: 11 -12 -2002 !' _ ..:._...., — ,,. .,... a'- -.,..J ...« ,....: *••n «rc+.nn.M•n runes'ay.+rwr, .,t. w.x..+,.vwwwnr..caeo ... aiJJa4.Y:i4v«suf.:. • ^•v.o-t.: { -1.1 . -r - • mss_, , y __ • ) tt % : °` .. Cit of 1 ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Permit Center Authorized Signature: svxt e. D a te: /7 O'Z_ \,. , i Z i�� w OC . ,........,..,.. " ......... .... ..... —..... ...... » . u... «,« ..is....::..v....�. ww _ _. .. .........,.......,..•...,.•.,. m.....w,„. w... A}swa..+.orwr.r . --. - -- r • .... kit. °�-. a( t , � x. r9 g Cit of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z w Parcel No.: 0179000885 Permit Number: D02 -136 a t Address: 12201 46 AV S TUKW Status: ISSUED J U S uite No: Applied Date: 05/14/2002 U O Tenant: DOAK HOMES - LOT 44 Issue Date: 11/12/2002 to W J H 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** .. 2: Permittee shall provide a copy of a recorded sanitary side sewer easement and joint maintenacne agreement, BEFORE final 2 approval. g Q . i 3: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and 7 i completion of work at least 24 hours in advance. • = d 4: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans 1-- _ j shall be submitted to the Inspector for prior approval, Z 1- 5: Any material spilled onto any street shall be cleaned up immediately. Z O 6: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation U off -site or into existing drainage facilities. 2 D ' 7: The site shall have permanent erosion control measures in place as soon as possible after final grading has been 0 to completed and prior to the Final Inspection. D I— , 8: The Land Altering Permit Fee is based upon an estimated 30 cubic yards of cut and 30 cubic yards of fill. If the final = W . quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference H V i in permit fee prior to the Final Inspection. LL p i 9: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of Z 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed U areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this ~ O I-- i period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. Z 10: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. i 11: ** *BUILDING DEPARTMENT CONDITIONS * ** 12: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. ‘ • I 13: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be • I inspected by that agency, including all gas piping (296- 4722). '14: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical . work will be inspected by that agency (206- 835 - 1111). 15: All mechanical work shall be under separate permit issued by the City of Tukwila. 16: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any • construction. These documents are to be maintained and available until final inspection approval is granted. 17: Engineered truss drawings and calculations 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. 3 pp plans requirements Building k .`: e:k 18: All construction to be done in conformance with approved lans and re uirements of the Uniform Buildin Code (1997 ± d"^ .; . w Edition) as amende, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). H'}':,;,.1-4,..., utMY �'� I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of and ordinances ' `:,q• Y f l d di v' #, y governing this work will be complied with, whether specified herein or not. ;'t, i k The � granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws c <. g g p p g Y p Y to ` v . . regulating construction or the performance of work. , .3. ,, tkilrr 7:m4 doc: Conditions D02 -136 Printed: 11 -12 -2002 {Y "...f li ,-,,,;-,.A.,,,, • (,w 64: 'at Cit of T ukwila f906 } Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Signature: Qt, � Date: / / / 2 D 7 Q • Print Name: ( `2./2c f t � D�' /G � 1 r 6 � ' w tu N O w 2 g Q D. = d . w i- O { U:..' i e n y k ,7 ✓ ...,•�t doc: Conditions 002 -136 Printed: 11 -12 -2002 r ' .,.. . n r ,. , ., , .•.yk,... r F:ViL ., ... i •r f; i..i:r: ti ., ..�w•w).i�. ,.. M+��'/{. L.:rLU .. .adly( ✓naYw: ... . { - i Z/ - - - ' o CITY OF TUlavILA 6? " � 1 • STAFF USE ONLY + ' , , �� I Permit Censer 6 �r So i± ' J . ti, ;,{.c:; i� f A, r .: r „ ,.�: 6300 Southcenter Blvd. Suite 100 Tukwila WA 98188 t ? 4''14* ' ' " `a � ` `' " k ° "' i � � , ; ' ti + ''' 4-1t, 4 ' ` • »a , (206) 431 -3670 . • ;1' -• 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 mall or facsimile. Project Name/Tenant` ^ � ����� � <C , Value of Construction: Site Address: � City State/Zip: Tax Parcel Number: O179O ca- c9 5 f " \. /Z 4 / d 4 4 1-on Jr ;k7i &.6 , //� 9 fr/Tr o /7 900P 5 7 YOr r Property O ner: C Phone: 2 / AL e fii / JP/ /i I jio 2 4 los ii/c - 2 0 e : G 762 7 Street Addre s: C State/Zip: Fax Contractor: , " 1 � Phone: 041-4- !`�- c- 2 0 6 2 Y‘ 7 Street Address* City State/Zip: Fax #: . / ' /19/7 11 /i- /e 5 5 4 r /y% Architect: \ , Phone: V "her .-7 /, , VC ' ta/ ^ �IJYI DeS ," N Street Address: City State/Zip: Fax #: Engineer. j Phone: Wo&diirlcifjfe & fi- �� l ijii 6 „veer), 6 S�r�J / U c- t o gib 7 Z - 2 c ,6 Street Address: City State/Zip: Fax #: Z f 72 30 1)iL ,(,9oa:'ku e ) poto - 2�'i 2o6 i'SW -log3 i Z Contact Person: one eG w � Qy / /, 2:: 2Ikk ( S '--, Ph: 206 vi e f'e 7 Street Address;,, r ye / .�i/ City State/Zip: Fax #: a lK,e cv c ef� // 7/7 - Y7 . /1- 0 e 5'� ;total e t A 9v Yee c e e 2 b6.3 7� - 22.ga U O U D Description of work to be done: `4 - ,'"A` Qu, 'ef Al c'c) Si -') /P LU _ co LL I"M7+1iG' We i cAewee CDE OS OR) .v2 .40..- e. J W O Type of work: • ,New Single - Family Residence ❑ Addition - Single - Family Residence 2 g S ❑ Interior Remodel- Single - Family Residence r3 Residential Accessory St ructure' u- ❑ RemodelAddition to Accessory Structure ❑ Garage(s) • = d ❑ Deck(s) - Covered & Uncovered ❑ Residential Reroof F- _ ZI- 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) LU 3a© sq. ft. Garage/Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck v o Proposed New Square Footage: ) sq. ft. Dwelling sq. ft. Covered Deck(s) p P- • 4/6 sq. ft. Garage/Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck w W U Floor Area Ratio: (total floor area of all structures divided by the area of the lot) $ . i- For an Accessory dwelling, provide ttle,following: it) (ft iii Z Lot area Floor area of principal dwelling Floor area of accessory dwelling U O ~' • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. ,U //� • z APPLICANT. igOOE T .FQIfi�f f N.q#Op. �. h. "' Ff`t Q OWJ. = f% ;; I ;. ; :. i .. i.: diddiNarta►gn r;:witeihiiiK60 it tifi toy pa$ m 1' ' t ' j _ : J ❑ 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 ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- ,,- viewed and is subject to possible revision by the Permit Center to comply with current fee schedules. ” ` Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall ex -' pire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall innomema be extended more than once. ' . I t ` Date application accepted: Date application expires: Application taken by: (initials) i wl" = /4 // — a0 - tQl,r ! EN" yob PLEASE SIGN BACK OF APPLICATION FORM Ilia I, SFPERMIT.DOC 2/13/97 Lai. C+.. J± i'• w� --,_^ KwNaSA•,q,2�:ryww.gw.,.z....... ...... ,.., ,.. _ .. .. .. ..... .` ALL SINGLE - FAMILY RESIDENT , PERMIT APPLICATIONS MUST : . UBMITTED WITH THE FOLLOWING: DRAWINGS PREPARED I. A REGISTERED ARCHITECT OR PROs ESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL ); ALL``D AWINGS SHAt.L BE AT A LEGIBLE SCALE AND NEATLY DRAWN • • BC IL LNG 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); zz • show proposed and existing power, water and sewer lines, existing storm drainage system, , m z downspouts and foundation drains, and where drains tie -in. w 7. Parking plan. 8. Lowest building elevation (if in Flood Control Zone). _1 U 0 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. co 0 10. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers. w i 11. Identify location and size of significant trees that are located in sensitive areas and buffers orthe u) u_ shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). w o 12. Identify location of high water.mark of the Green/Duwamish River if site is located within 200' of the 2 • high water mark. g11 13. Sae Public Works Checklist for detailed site plan information required for Public Works Review (Form L.L. a H -9). _ I_ W ❑ ❑ Foundation plan and details Z i • ❑ ❑ Floor plan - .. z o 171 ❑ • Roof plan ❑ ❑ Building elevations (all views) . • 0 ❑ Al Building height 0 • 1-- 171 ❑ Building cross - section 1 o ❑ ❑ Structural framing plans and details necessary to completely describe construction' p z ❑ ❑ Washington State Energy Code Data (Gas/Electric/Oil /Propane/Heat Pump) Form H -15 available. o cn at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. 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 orthe 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 ". . rri: f : Build ing' OwneNAuthoriz dAant;: /f the; applicant' Is• other..: than the owner, �registered; archltect/erigl veer, :,or,contractor licensed r p by the StAte'.'of WasiiIngtort I fot�rIzt tet f•� t 7ll0pt'�jd 060.thfl 1ZI i , agent fo sutf )I th'ts'l$pl rtit aj�plicati3 afld 'tti jaerJri/ t��ill�tib; �itiigUirad# se���iN :oithlsl,'a�iibr�rttdir;�. �'�t��1.� �. r a�' :.: ::: '.'.° .. 'fl .'� +',A, +.. ,p ,� ,, �� " > �• obtain B a9'''•:, � �i•!: � r ■II► I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF ■ PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. t :; A. :BUILDING: NE^ R�AUT.� R/ZED�A'GENT•T� ~ '; h -.�;: ;,r';;« .� � �. � + t ,. :',. , .., . .' -: ' , �� Signature: /_ Date: ! '� ae /4, /0 2 D , Print name Phon x #: , Add +r r `'[ r ,• r 4'': -, i!!rr,,,,, A k ''' ,. '4 . @ it� V j J '4 ' , r ` , V' ' .k;' t .7.J � : +.+�.$J+:':.: .. vf , •. + :h^. y ^Vl ∎ • t8� xi . �a.,i. .,, �1; b . ; t : 4 . .,- ' , , k •., . ., . :/ T . �+.• � R.;� ..'�'! ` .. �r•: .,� .f/s '�`.' ,, ... .i : u +: rip r• � � ., 'r��:h t 1 _ �' C? �•1G::4 _ i ai. '.��..t� fir. 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LU 0 2 Receipt No.: R020001563 Payment Amount: 1,454.65 J N j Initials: SKS Payment Date: 11/12/2002 03:49 PM a . i User ID: 1165 Balance: $0.00 F w i z H z 1- Payee: DARRYL DOAK w ui > > p . U TRANSACTION LIST: 0 H . Type Method Description W Amount I U , IL [5 Payment Check 2470 1,454.65 o u ) ' ~ O ~ ' ACCOUNT ITEM LIST: ? Description Account Code . Current Pmts . BUILDING - RES 000/322.100 1,380.15 �.. INSP FEE - SME /SSS 402/342.400 20.00 .: INSP FEE - STORM DRAIN 412/342.400 15.00 INSP FEE - UTILITY 000/342.400 15.00 i PLAN CHECK - UTILITY 000/345.830 20.00 • ! STATE BUILDING SURCHARGE 000/386.904 4.50 I . : Total: 1,454.65 . 2 ' 4 21 PIT, • .Q E j ' yn ,L,. r�.�;, any 1,1;;., z: i It • doc: Receipt Printed: 11 -12 -2002 - I , ' - . . ,• • OA os. • ' :'!' Cof Tukwila � . 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT , 11- 6 M Parcel No.: 0179000885 Permit Number: D02 -136 U o Address: 12201 46 AV S TUKW Status: PENDING N 0 Suite No: Applied Date: 05/14/2002 LU I A pplicant: DOAK HOMES - LOT 44 Issue Date: w I , . W 0 2 J , . ' r F� �: Lt {. A ) L A 'i 1 n7. 1,7F , .1. j 1 .6./ . !.. ' . )7.1 :I r 1 ' T,' y {j doc: Receipt ..I. .�? i . i li.. . :'� i f .. I)f 5 ` �:; 2 .. 1��,1 Printed: 05 -14 -2002 k::,.��,t _ ' _ --..." , ■ Z \, ; Z ry g _ ■_ - ~_�' - - • • ~.' ' � ' ` .. w• . ^ ' ` , INSPECTION RECORD Retain a copy with permit _iii - , w i ' INSPECTION NO. P ;# 0/ , n il 0 . CITY OF TUKWILA BUILDING DIVISION i'• 1 ilk 2 g 71 Prole t: ,. TyoZection: ( of i')(1494.4). . S.O. a 0 C 4314,f,e0 -Lott : , Addws:_, , Li6 „.4 3 ique /Date Called: i ..r. 4- fi t 'i 03 ' • : 111 Ili Requryr: D 0 Ce• I I (2, 0?)3 - .Z2S0 U.1 n i ': 1116;proved per applicable codes. El Corrections required prior to approval. ' L I 0 f rfn ..„.... ' Inspector. (..% Date: ,5_ _ 1 L)- 0 '' ..,,,-,,,'4*.m, 0 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ILL, , - 6 g —.1 C.) C.) 0 CO 0 INSPECTION RECORD 1 co LLI W i ■ Retain a copy with permit ' tW .3 L, 51 . u_ • INSPECTION NO. PERMIT tipigt w 0 ' CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter #100, Tukwila, WA 981 88 • (206)431-3670 g 5 u. a , Project \,.. Y.NS Type of Inspection: ) ,-- / I I - Cl) \Uct 1 r .3-41 SA- iel th, - N . — 0 LU Address: Date Called: I z 1 .- ;DO I Special Instructi L l (9 A) S ons: Date Wanted: a.m. Z I— ...,. . - pm• 2 n : Requester: n , D (3 k, Ar \ S o - , Phone No 0 I— W uj i .:.7 i 0 I— r— Approved per applicable codes. Ej Corrections required prior to approval. . COMMENTS: • W u) ■ 0 I= , 0 I I .**-- 'JA ..1 z . , i c ro tie) . , . 1 ; _,/ .,. 1 • - , - .. • i co n 71j.:■: ' ' f PA 11, . lnspectofl A Date: 1 -; — 1 — 0 --z. ...Y.4- . . 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: EX ' .,,, _, , • ,. , ,y,„ ..„ .4.0,,. A . ty.t.,..4.... 0, ... ' , A:4 te...—c , i, , , r.4. 4 tr. 1 4,...k..mb 11,b, • .-•'•••'., .c.tlk 44"4 rd. ......0.7..., N,,,, rk' • 6 . , . Z , li ,„ `W cc W � C i t 0 a 4 i �` 0 0 ; t .; ` . . ! i co 0 ' Oi : ` 7' . INSPECTION REC .., ). 1. W = o a a. ~ �3 ( 1 ° L1 INSPECTION NO. py W�tl1 /7 @f'fTIlt PERMIT ��. 0 2 g ial CITY OF TUKWILA Retain BUI a c LDING DIVISION g n [ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 u_ E. KIT Te.of : co d 1 06ut 4-15m4b.;- i 717 t. 1.0.4"/(‘oaA Ip/ i w . lS 1 1 -ICQ 4t'( j Date Called: O Z O Special Instructions: Date Wanted: a.m. W 3 uj Requester: � �� � - -- -' pw `-C U I— 1— Approved per applicable codes. 0 Corrections required prior to approval. LL 0 COMMENTS: U < 0 1— Z _ 7eti vIn i 4 h0± o ►n S ` 1 "e wik k 'es Vv fr C ht' N,-1 \ �n P c ° i 1 r1 1 1 i_„ 1 I ... . I- �.' s ., t rq;W ,` n i 1 h ^ it � E: ' 4 w K. Inspectof: 4.j4' Date: Ei $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ., �" f paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 _ ` � ,, ; ' Receipt No.: s,. ". +<', Date: ° ' c +f1 7.i 1 h1' ".i� �S ��� f: .. a .y 1 rt` x4d'...`.' v ?j ' ;'' .'iti • w y ,i,: ". •i.; b .., t: 4 i'1.• 1f.wf'y; +�, "...•�S :a iii ; - 5 7v � !� i r.:.s s;r's�.as.t %t�„rntYi': ak H � ` , , -- - - - - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 ect _ Type of Insp c ion u_ Q L I b - - /r;.I W k)c I 1 -� �s 14301 N A�. dress: 01 1 4 tP A ��. S Date Iled� 3 = w 7 ZH Special Instructions: Date W ted m. I— O i_ :t. Request r: i LU j : ( `-rV./ 8 o Phone No: 0 co �, w W Approved per applicable codes. ❑ Corrections required prior to approval. U COMMENTS: i � . Z 1 ' 0 TYGIM�i 1nr ()Y v-9(-4 I Or S f' n ►n� ��P`� � 1 = O O,pfrovPrA Z ( A . l a t t r \ s ok as ; (h.,- G pc r /W e d Tlady I u�r i,9 - 0,6 - �u P , G . 9 ,fIr l f'p\V c 5 ( — t G+Mt\ 1 00 Ivy p A C\ (4)0\a 1 v‘ ‘ir‘c rOowk ? r :.7-:",-' . j tis '''r (4 ■ Inspector: r Date: - �' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be I t paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No.: Date: ~ ' f ` }' t x. ,..„ n.,, .', �u-'. f ,:':w :' b: 0, t,„ +'t1., l : ••t -, ryf k't ''`aeT. 2rY" t (: .. + •,I, ..':. r . ... .. ., . n . !" Y ii • • _ ... .... ....... - - A t ;tt ' . .. .. .' ??hVt1s , : r s r:< nS.:rt.�a!, ✓�n..x. ...,;tiL;`..` -v . .vffi :.. i , ti ° s•, tile� + ••;�: CY. + - -- - • .' • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 ect: ype of Inspection: g 5 : c( I - 1-14 Fr r n-, I ( '_ a d r s: Date Call = CJ . la i i A 5 - ao-03 :_ F W , : Special Instructions: Date War , d: . m : ? 1-- �/ p ZO r er: Reques W W ? _ : C--1r i 5 o PhonylNt.tU —.V U N I— I ; . ; W ;" .: r Approved per applicable codes. RI orrections required prior to approval. I U ■ `'', COMMENTS• } :.1 LLI Z i .; J A At 'nof, \L i4chPrk h-P (, _ :: • q`� i C CSC C f .S S ! z �r � Flo C,. r 1 ry;..: V fl4C1 I r5 +00 Inc., rr4i c. ' RP D1C(e . f r ti £ 3 , I, 4 ■ . ' '41 r , . i , Inspector. 'Date: il l Vl z s. . El $47.00 REINSPECTION FEE REQUIRED Prior to inspection fee must be PA paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,t �:7 " Receipt No.: Date: ; i' ,4m ii ,,, y 11, , EL ki ti.e'arri..i-.i.�'.�' Sr,4�it..ilaar`",d�+'�S.ti :+ .. - •. a:' :.,.�:•,;�y= r .: #' . a , ,:;?. fi . f':k5:\;i : t : t.'. '-' i': �.lry t ■ at , . - ..-' -, -c.r _ •*\ . I ) , I Z \., 1-- Z Ili CC n 6 5 _1 u INSPECTION RECORD 6. „ u o k Retain a copy with permit Pa/ - 7-26: co w LLI i —I F. INSPECTION NO. PERMIT NA ii U) LL • Ill 1 • CITY OF TUKWILA BUILDING DIVISION ' , L 4'■ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31-3670 , g 5 r Project: , Type of Inspection: /... / P.5 • - - Zo/ * / 4 "2-747 . u) - a z I Address: // Yb 4 1' 5 Date Cal 7 lgdj , , / v _ ..-, , . I— w 6( - - i z 1-- Special Instructions: Date Wardi_a_ Z I— LLJ al Requester: 2 n -- r ivy/ .1 D al ----. c.) co L 0 h o n 7 ,jo 0 - , a 1- n Ill u j I 0 . ; EApproved per applicable codes. laCorrectioris required prior to approval. L I 0 ,. COMMENTS: W 0 0 = • @ S kea r Da[l - ,-, J rrov-er , P O 1- z ; 0 rot vv., N vNe `- a :) .-- ICA \.1 ( A.) t r AO 441 • I i I , UNC S ( S 1 i V \ V■A vwf r .S.-1 tj 41 C (I() , 1 S 1 irkrYi U f rv IN-P eiP r 1 ( El ...; ,,.) + v AO W 4 . \D) S- if of o 6 t 1 r c)4S 4-if cA r4 4 e • • \ t 9 ClicAr.-r • i r .) S--iv et.0 etc ro SS — 69 01,-„, 44 ( I 1 \v ‘ * 11 r0 0 Vel ( )}0 <1 01 f 5 1 . KW , , 0 • C) IANSU tct...., rc , r - ill 4„, A 0, 1 RI At Inspecto Date: .---) - 1 0 3 , , n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be cf, * . ,:=,' ..= , A ..ii • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .! ' t a:,...,•.,„„ . iimplu ,,,,,,,,,,, W1/.44 4,L -:-.,,-,, , '4,i 4. t`lt ;4W" ci'■.. , i‘ ',.); . 4 ■ 4 0" •hJ 1 4 - ■,- .1 4 z 1 Z 1Y al 1 U O N 0 INSPECTION RECORD _ . w = Retain a copy with permit T) O � I • ( ii I il . -J F— INSPECTION NO. PER O I' 1�i i IIIIII , — u., I . CITY OF TUKWILA BUILDING DIVISION • 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 S - �o P ect: Typ�-� f : �, �c( I � /�l�' In ��' S�ca�Gl lyre Z .1 U. a Ad L Date Calle a on : _ 2 Z = Special Instructions: Date W nt r� Z > 0 p.m. W 14. Re : I .. ? Q .. ' . a v/- ( U 0 Phone o: o — d� • C 0 (0 37 .) - D8o W~ =W ' , Approved per applicable codes. Corrections required prior to approval. 1._ F= Z COMMENTS: LLI _ Y " 1b ' 1C)4 .S II \ r - G n.9 r 1 v ( O I - " Z (?...,) G Li:2 v\r —' a Vold e 1 �P t i C) i I • 1 C �Y 10Y S> h P6, 1hr - U S t _ 1 • ., re r, r �� \ hov� -e �c � t; of W I mo' A ,I to V 1) r \ CA YA l.0q v f • 1v\ () L (', a v r,S hA t k 01141 Pik s C e 10 ` ,, ti:.w. ■ )1 SC q0 V -:l f 1,Y -t r f i '� . Rp V r> , S . Inspector , Date: k . ,, -` • $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: � , ,;;; irti2: ' .p + . •`iwb:r�owtkki.:tvS+.; >, ir... Y2i: iTS 'vir'.. .i31f',ra.i .s • ■ .... ••• ... Aaid at 6300 Southcenter Blvd., Sul e 100. Call to schedule reinspection. M - -7 ,, ' . . - ,, ---- •.. D Receipt No.: Date: . . ■ ' ( . 0 \ . • ..- • . . . ; 4 ■ 1 , .11} ,, - 7, :, , , .■*. ' .415,6tialijr4.04,44,44.1:3k etiltaa 1/4,"4,04,,,‘„,, ;..,,,,, 0 . t ; 'tt.t fr,v,t ,r' ...; „,,:, w ,,,4A-, , -,1 , ,,,t , , , s , , ,,,,,,,,,,,,, , , . -•-••■ y i Z \ -Z .. . , ,..., .. s\ ., ,. _.. Z < • \,, Ilk CC 2 D _1 0 „. . . ., 00 ce2 - ' INSPECTION RECORD r —. ' . . - '‘'''';'''''- ' .. : n ' ' Retain a copy with permit , DO 2- 136 to u. ) ,,,-, - INSPECTION NO PERMIT NO w 0 ,,...,, , '1' . . - -' CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 u. < : - ... Ti: D Y2 a ' Project "'''.. ' 1)Oct K HO he) es of Inspecton ‘,.. ..,.. ; Address: 1 .,,, 2 1 , ii . - A e+ Date Called: 2. 5 — 03 i i L. C) 9 b ,, 41 ,, fiv .> S ' I Instructions • - pecia :• .. _ : Z I— Lot. 1144 Date Wanted 2— 6-03 '. . : • : :: , , .. 2 D ..., , . - . o' : . . , ., - Requester: c h . D 0 • 7. . • ... : . . .. ri 5 0 w , . : 4q , -..„ ,- . : .. • .,; Phone No: s ; 372.— 22 g I I 11J uj , I 0 :7,:i, ; ETAPpiiiVed per applicable codes. Corrections required prior to approval. .' .: I id : ' - • 1 , co ...,,N 0)comMENTS , . 0 — . b' li , • '0 , r‘vv-,„(4vivvtia, i , • . , . ' ( Tv ' r”. ;:;-::-,::: ,ii -. - '.' f id.r, .0 -tA.e..........Lv1/44 1 : ‘ :::' ' 1 \ , . . : :- ' , : * .., .: :'' .f-t 'r' -';` , ":• 0*- :.• 4 VA VO ' Inspector . Date: • 6. tj )1 4 . Vcpf ■., El S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be `? i4 ',4!:? ,c, r`:V'*itS., .., .A3 Receipt No.: -,22214,1: j paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. E ,‘, -,--- '0FT0' Date: `‘,,.! ■ I .. , . . • } ‘ ------ --- . ,.., . — ..,- . ( .. .\ „ - • ,• , Z < . • \. ui re 2 ..., (..) '... -.% r " , ' , ."- . ------------ x-- C.) 0 VJ CI INSPECTION RECORD - )(2,.. I 3 c u) al w I -J F. Retain a copy with permit u)u., INSPECTION NO. PERMIT NO. w , - CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 :3 Project: Type of Inspection: CO »H /9,o 1 1- 14... Ave..3 5$s . -a i - Ili : . Address: Date Called: E Z 1-- ., DOOK 4111e.S - A-4/g 6)15003 , . _ • Special Instructions: Date Wanted:, I- 0 Z I- ', )et, c(f no or.? Requeste0r: i 13 / / 1 03 ().; 2 0 ( 4 p i 1..,) C. n 0 ...tvt L I i Ch V IS CO, el 0 to 0 — I , , F)ert..Ce 0' t Phope No: vorio 3 .2-0) i , ci }- ILI u j • t— , , U.. I I- El Approved per applicable codes. 0 COrrections required prior to approval. t .! Z i) COMMENTS: ' V O 1— . 4 Z t . -1— :i s5S .ap/Qq, c ,t ) C z' .K.41 . ( (i P. (.1.c . " -1- r (* t f ? As,ijik,..S.--9 (IP k ... --4-4— i (.. C 1. 1 )4, (1 I ..... L P : \ L . .it 6, : ■• • P 00 (.1 \ a( 4 ? t. 'Ar'tlfl % e \ I ) s 'D 4 t , l-,... i.1 4 p‘g. t, /11 , IV4.....4 6' ., k j , , U.1) 01 cl 5 c.A:X" 1 — 2. 7..-(....) 1 4 t, AU.A % , ' • . , 1 ..... -1 ' , , LL)65 - rzli - i c 0..17 ( } Ait.,,4 p fl fr: , At r . , ;,t,,TFOrv LR1 ,9,1 ,, \ . , V"It'r ".44M .• Inspector: ' ' 6\.) Date: -7 ) , 1 1 *\ "1 , e..4.? r.. , _,,,) i FM 4 E 4 S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be '1613',747.4i'.; i paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ! Receipt No Date: • , , „,,,,0„,, ■T'i4:1$..4 i't.A : . 4 V 4k P, %,■,, .:4', , :,,' e ' r , I . , - - .- . ._ \ Z 1 44 . ■ I I"" I.- Z ill cc 2 6 D '-':-- - ' • • 4 A 3 s '3 C4 4, 40p .4 . _, c.) 0 0 . (0 0 INSPECTION RECORD u) 11J LLI i . 1 ..., -,''' ,- /)6 . _... 1 ._ Retain a copy with permit a)2 1 :,-, INSPECTION NO. PERMIT NO. r CITY OF TUKWILA BUILDING DIVISION 2 r , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g 5 I Project: Type of Inspection: U- < 1 -U) a 1 K._ At/ . , Address: Date Called: I— 1JJ I /7- 4 cu.. <, i l t Z F.- Special Instructions: Date Wanted: a.m. • . . I— 0 I t i • WW , P.m. , Z I— , Requester: ,, , 1 2 n n a , -,..... l)6,1ki, • , 0 co Phone No: 0 ILI u j , I 0 • !— Approved per applicable codes. El Corrections required prior to approval. u. P - o z . , COMMENTS: , iii co td I . , 0 P. -± o I z . , : La - 5 5/ 2.. 970 3 Tv'- . sss i i , t I i < A I 1 ( / I LAU . ,. .5(4 AFFA 10 Pid0 - c-' 6 7 i 1 _ hJ41( if 1/ ,.,,,,, ,..-,.•„...-,.., i,.... IV z ) ! , 1 4) ,r/ .5 cL.4 i ("1/ S Ins ector: P Date: - 6 U 5/2/c ) 1 , i 4 ii..4 VM f ' i■ki.Pkt1 . 1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 ,t11. v5i k k "—t- p?4 , - Receipt No.: Date: i:', , , •••••. . .. ' • ._. Z \- • /■•■ Z Ce W I • - - - - - v • D -J C.) 00 CO CI ' ',: ., : - INSPECTION RECORD D02.-136 mu, al i Retain a copy with permit , co LL " - INSPECTION NO. PERMIT NO. ' w ' CITY OF TUKWILA BUILDING DIVISION 2 ?- -t- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g S ,:.,....,- u., < 4 ... •.,, Project: I ock —% ., t , i 1 Type of Inspection: 5 D F u) D ',: D oc; K iorne 5 / . mil • -- i i c,', - - Address: Date Called: I— i 1220 4&14i Ave G 2- 28-03 Special Instructions: i ' 4 i / i t Date Wanted: ,„.,,,,,:.,••_ • : .or 7 p•m• Ill ILI 2 D Requester: ci . D 0 nrs 5 0 w 2.06-372....228 1 0 - • ,.., .,.• . - .-.. Phone No: ••, DI- • . ':'' ' ILI u j , 1 0 0 Approved per applicable codes. J Corrections required prior to approval. -pt COMMENTS: . , ai Z - . . \ , I= I .— 0 __ As ... , ...-. - I / I Z • ':) 3141 r/6/IA e 91.1"A° Lj'1 NC itiMA "FAANtA 1 ■ ',:','. ' , ■ r, ' myiek.ptoki .5k.e utvc4itz1-0, n i - NA.Q.A.,43 " . , ., • it, NQA4 *v.v. k C. C lft1/4-4A-r civ—IM '''' — ‘'''' - - - i - k Ax0 r A _ P.t.,-P). ,....... n , 6_1(.1 . i .-,,-...., e.., `iia-*- 41. liZf . .,.-4 La ':,, , T , . ' ;1.7-. NI. rt.. • c. • . v •... ovei P'-; . ;4,4. 1 4 t : , Date Inspector: ■ i . .,. . 51 " [-.] $4700 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1 fr:i.IVAti.li ,c<' ' • . i e paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - ' ' cz::: l .; Receipt No.: 'Date: 14 ' ' ''"..'' /O.. . P • ''.4/q44'344'0,40.1, '11J • j .601 WV:. t 4 `.i.4.," l',..1-.4.6:,,, S , .. . , .. , , • . -- ' , .-- _ ,. .\ . ) , . , Z ‘\,, LZ LIJ Ce an 6 5 -.A (-) 0 0 coo . .. ' INSPECTION RECORD ... u0 2 )36 0 — , , Ill. III i Retain a copy with permit INSPECTION NO PERMIT NO , , Li i 0 l;' - CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g 5 , t ... ; ,, ,'•:. Project: r., , Type of Inspection 1) ''';'!::.;',', . ' ., • ,00‘ IS 0 H ilies Wafer Si — a x Address: , ._ . " Date Called: I— 111 2.01 9 b-fh P tie g 2- 5-.03 z ,.. Special Instructions: ., Date Wanted: Ca.m. ) '-':'" ...;--:' • . - ' Lat 4 LI- 2.-6-03 p.m. Ill uj . Requester: . 2 n nr 1 5 0 C3* 0 CO 0 — Phone No: 372. —z281 LIJ uj • I 0. 4 .; ,',, - ; EiApproved per applicable codes. 0 Corrections required prior to approval. I '' COMMENTS: , - -.' . , Z C.) Ilil.1 .;'• , . , . , I-= -±" _ 0 I Z ,i 1 '6 .i», .. f -- , I, ..e.......) I, ic..).--C'''N - • ..4„ iik j i, r;.: . . .,t : ., ' ' ' :‘ . • . — c A 't.i.\,..A. - t LA„. ....r. ( 01 % ...:./1 t0 P) )"'/.1"/ ■ ?‘)..... „., , , .. r e rl 1 O,A.,,f. i, i" - I ' :k ':, . • ' : t . „... p, . ' , NI i „c at C . 0 ' ,,. I.. ,,,,,,- e "' ' - 4 1 .4 ' tA...:..11 ,'') 1 / 4 -V.4-f f ( f's.L...4" r , • 06 - 4- - t1 t ,s,..,. , . vict,.......,..„ , ;.,1/4 . 1 ,0.4/ ,tA., . V I....) ',II-4 t\ ; ,;,fx1;::::,:1...:7;"0::12."2":: i - 1 ' ' rzt ; to.4. ,:o„...r...,, . .: ,- 71,„..7.:4;v:, ....., .. ....„,,,, 1.A.,,,.. :.,r,....,‘„,.....,...,4.0 ...„...:,_:. Insp : 7. ' '. .. (- \ i Date: --46/,)7, I .., 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 1,3, S .' - Ue4i,.;,:igNt,1 • paid at t 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: •?Vilf: 0, ■: 44 6‘th.:::■ 1, 5 1 . , . i - - , ,-.., - ■ ) .... • • Z < . \,, ILI re 2 6 = ._j0 0 0 CO 0 INSPECTION RECORD ''•di t014.1)6 ■". Retain a copy with permit _ w LL INSPECTION NO. PERMIT NO. , u j 0 CITY'OF TUKWILA BUILDING DIVISION , 2 g , , 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 u. < Project: • I Type of Inspection: _. . I-- III i Address: Date Called: • Z i — i 1 220 I 4( If\ AAA-IL% • - 2_1 q/o 3 , I Special Instructions: Date Wanted: a.m. z II V UJ w • P.M. 2 m . .,. : Requeter: n 0 lun i\ (_ c 0 0 /0f / ./),FrAir 0 — Phone No: ILI w I 0 Approved per applicable codes. OCorrections required prior to approval. .) COMMENTS: - LLI Cl) 0 - , r . . 0 . ... Z i 1 tiJdop . 2-1 ilk . 3 u•-itc/_ si 7/_1 - ti<1 A 1 S.Q.A.A1-k.e._e CA.1 1 AA. 4-AU f M 0-1A1 1 1 9 I' D 1/4 PD \f - -■ 4-A-4VK tbk Q TO Vf1) Q 1 , . 4 i t • , . * i' J'' - 7;7,r, :' & 1 . ttr.41, 1:47,17,0. '. .p...u...-.,„..: 11 i , trii vl t n4 71 " Inspector: Date: Lit 4 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ., t ,: „ , , paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , 11 Receipt No.: Date: At 01313 .. / L ,,„. „ ;„,:‘,„,..;&,, , , ,o4,,eq,.1,... , — I .., • --,., 4- r • ■ " •!\ . 1 ) • ■ Z < ' \ .• ' I ,/■■•• Z ft 1/I trinWtigi..:11w.1 ,';' ' - ■ - - 4 _I C.) 0) 0 • INSPECTION RECORD Srq.'5. u) ILI LLI i , 13 Retain a copy with permit DO - ( CO u_ INSPECTt • I NO. PERMIT ii I. / — al 0 I 1 CITY OF TUKWILA BUILDING DIVISION A • 2 :1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 g n . u.. < i Project: / Type of Inspectio 7X1 it— 1 S - tp 0/ Type /--7--,frxe . - a I uj I. Ad e • Date Cal e• : - i VP° - A v ( I iq in3 z F ._ _ Special Instructions: Date Wantld: 1 . Z I - P & a IG ra /1 1/4. Artr Cr 70103 • p.m. - Ili uj 2 D I Requear: C:3 i ? 0 r /0 (? i r I W 1:y PO V rt( 0 u) • L 0 — Phone No: 0 1. - , , 90(0 -- 3 7 '0R 2 er - 0 ,_ u., _________________ 1- r.- I , El Approved per applicable codes. Corrections required prior to approval. . U.. ■ COMMENTS: • Lii 0 (0 ) I L- 5 /7,, clg&alzs--- ,.\-, 01- z . It .. ....04, I _ , I i 41 /.... c ,1, t _ . ....../ il 1 I 1 _ r i 5 t - i - 1 1 j 4 ,14`;,.s., k :I'V,t,<■ Date( 0 .3 I . 1 `',1flitx Ej S47. OIEINSPECTI FEE REQUIRED. Prior to inspection, fee must be ..: : 4t•' Ar ii ,•i 1::,n'tsf4-1 _, 'rata% Li 44 Pe, . q paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. : Receipt No Date: ...,._ , , v losu si liw i r .iit 4 -4 w_ - Arb Mc 0} M . - ...,•••‘ , .,,,,,,,,,..,,,..,,,„,,,,y. '. ....,„„„„ „., . .0,,,, ,,„. ••■.: , '04 ...ak;•••42..V1.1 t•ut.■+*, 'tyl ij, 4., .' :. •I.L., V. • ._ --•••••• , • — ..- . —.., . . ' pCo)A bo,2-I3 6, . k"•0:1-e-y "--7 f -204e 04,04_ ‘ d,aE L--s-e__ 3,t-przy kril‘,Ie ?5 dc 74p- c ,),s 1 c-evirty cts/ 1A) baild C* very-- I IIIN , , '. - Le - L. b vv... ir- v , gp, fr-)/yli cvA ) )\ 4.4‘4 GLI) ev- ir-tcfz-e,v e fx.ccd /.,,q z--, -yz-teEr a V/. ,eic.s„ - , P - _ ., , , 7:- 5 / 2 , , _ Fiepv yz......., drilte- 7 -A. .. eage----- 1 10, Ili ir 6 c- t ._.:0:1•03 / _ ....„., /7 q 6:3 ,.%r,173..i.,t.T' % INVOICE DUE: TOTAL DUE r ,, .7' - .4...,.„4...,. •-..,...,•-•• - ....-..--.....,,,..... - * ,, . IN. ECTION RECORD 1� R etain a copy with permit ti `'? L I C 1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr Typt-of Inspection:. 1./ t fritti Address: 1 �' Date Called: 1 Vg' /0 2._ S�ecial Instr�uc s: Date Wanted: /, m, ) Lbt e/6 (� 12,- / O Z- pm: Requester: / - 1 i2,6J Phone Nq: _` - 3V-6262V N'A per applicable codes. El Corrections required prior to approval. COMMENTS: / ,� 'tfw\14 - IC) .,1(1 I " . r ( V__ 1..1.) F % 1 Inspector ,d) �7) � i± ` Date: i I 1,? `(_ ) 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: . `\ SIM PSON U.N.D, , l . .- �A- sTUD • . HOLDOWN • • �R 2ONTAL • 51RAP NAILING HOEDOWN ANCHORAGE ANCHOR BOLTS NOTES ""---""+"'" --- bit.r 3z - le...ei . C��R) .--....:4 ...•••«. 1 - !I� 4. Z • t ..- ' ,'` 1 k ALLIANT ENGINEER...1G & LAND SURVEYING, INC. / P.O. BOX 2596 June 7, 2002 ‘, WOODINVILLE, WA 98072 2596 (425) 485 -1083 Z Q• HW Darryl Doak RECEIVED . D ry CITY OF TUKWILA J U ` Doak Homes, Inc. v 0 11917 — 4 Avenue SW JU 'i 0 2002 vi w Seattle, WA 98146 -.I z { PERMIT CENTER I ' RE: Small Site Drainage Plan for Lot 43 & 44, Allentown , w 0 2 J Dear Darryl, u_ This report presents the results of our research and investigation of the above 1 W d site. The purpose of this study was to provide subsurface soil identification, z i } estimate depths to seasonal water tables in accordance with the King County Surface i. 0 Water Design Manual (1998). w w On April 16, 2002 I conducted a soils investigation and site inspection on the 2 o 1 subject property. The 1973 SCS King County Soil Survey which indicates the soil as .o co 1 Unban Land. Soil logs wereperformed on the subject property. The results of the testing ci H is as follows: I 0 • SOIL LOGS: i SL1: 0 -2.5' Brown Sitly Fine Sandy Loam . iii z 2.5 -4.0' Brown Silty Sandy Loam, Distinct Mottle U N 4.0 -5.5' Black Sand 0 H O 5.5 -7.0' Silt Loam Z Base upon the soil test pits on the site, the site is not adequate for an on -site - infiltration system in accordance with the requirements of the King County Surface Water Design Manual (1998). Groundwater was observed on the site at 4.0' depth during the inspection. Evidence of a season ground water table was observed 2.5' feet below the . existing ground surface. r We recommend that the roof downspouts of the future residences on the site be • dischared to a Perforated Tightline Connection" per the King County Surface Water . } Design Manual (1998). The conclusions and recommendations stated herein are opinions derived in accordance with current standards of practice. No other warranty is expressed or implied. ' l pl j Sincerely , ; v .. o k...,„ t,� � i F' : t it Timothy L. Schriever , 1 s:. r. � t Professional Engineer �° 6 MN , , i ONAL E d • i Wi i EXPIRES 10/4/03: �. 'd>; <A :yt . ,. , , .......: , s ... ...wv•r,n,.... ......... _... .�... ..... ....... ........ ................_....> ....,...,.....,.w.;am:a!:rv! .. . pNA.ti7i4C�Y751 1 1 • kJ� � l-A, ' ..0 ' l ' V,9 ts r ' ' � z. . City of Tu Steven M. Mullet, Mayor ✓.%1! ,,`., tO • . cn , iIF De of Community Development Steve Lancaster Director 1908 _ -- Z ' June 5, 2002 , 1 i ~ w 3 a: f Mr. Darryl E. Doak, Sr. i 11917 Fourth Avenue Southwest _i UO Seattle, WA 98146 co 0 WI J RE: CORRECTION LETTER #1 N F I Development Permit Application Number D02 -136 W 0 :1 Lot 44 —12203 46th Avenue South 2 g u. Q Dear Darryl: . c d I This letter is to inform you of corrections that must be addressed before your development permit can be . z H I approved. All correction requests from each department must be addressed at the same time and z O 'I reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, W W the Planning, Public Works and Fire Department have no comments. D 0 1 0 1 Please address the attached comments in an itemized format with applicable revised plans, 0 H : i specifications, and /or other documentation. The City requires that four (4) complete sets of revised = W ' plans, specifications and /or other documentation be resubmitted with the appropriate revision h- r-- block. — O ..z W 0- In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have 0 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, . ,..i , . ) i ze_xtee,ed . ti Stefania Spencer ` Permit Technician encl xc: File No. D02 -136 °' _ ( I Lrr'i i ,- rs .L..F.A � lt,. � - fv i . ,4 'i .N • , � ., 1:,FiF{ :i P 4 I "., A �..: ti p, s �Y ;i> o 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax 206 - 431 - 366 i . ,.4_, — then a downspout dispersion system must be provided per Section 5.1.2 (p. 5 -9). H = ?~ PROCEDURE FOR EVALUATING FEASIBILITY z A soils report must be prepared by a geotechnical engineer. The report must reference a sufficient ? 0 number of soils logs to establish the type and limits of soils on the project site. The report should at a U to minimum identify the limits of any outwash type soils (i.e., those meeting USDA soil texture classes p , ,.. ranging from coarse sand and cobbles to medium sand) versus other soil types. W w • ` On lots or sites with no outwash type soils, a downspout dispersion system per Section 5.1.2 u. (p. 5 -9) may be used in lieu of infiltration. If downspout infiltration is still desired to qualify for flow — O Z I control sizing credits, it must be shown to be feasible as described below. v N On lots or sites containing outwash type soils (coarse to medium sand), additional site - specific testing p �_- I must be done. Individual lot or site tests shall consist of at least one soils log, a minimum of 4 feet in Z depth (from proposed grade), identifying the SCS series of the soil and•the USDA textural class of the soil horizon through the depth of the log, and noting any evidence of high groundwater level, such as 1 I mottling. Note: This testing is also required on lots or sites where downspout infiltration is being P proposed in soils other than outwash. 4. If site - specific tests indicate less than 3 feet of permeable soil to the seasonal high groundwater 1 I table, then a downspout dispersion system per Section 5.1.2 may be used in lieu of infiltration. If downspout infiltration is still desired to qualify for flow control sizing credits, the minimum 3 -foot 3 depth to groundwater may be met by using fill material as allowed in the design criteria below. 1 On lots or sites with more than 3 feet of permeable soil to the seasonal high groundwater table, downspout infiltration is considered feasible and mandatory if the soils are outwash type soils and the infiltration trench can be designed to meet the minimum design criteria specified below. Voluntary ,I i provision of downspout infiltration must also meet these design criteria in order to be approved as 3 ` P P design PP • a.� feasible. , ;:� �. . ' 1I s 0 DESIGN CRITERIA - . _ _ j J1 Figure 5.1.1.A (p. 5 -7) shows a typical downspout infiltration system. and Figure 5.1.1.B (p. 5 -8) presents an alternative infiltration system for sites with coarse sand and cobble soils. These systems shall W,' P Y Y be designed as specified below. ,., ,, : ! ' • l .S z, . 1998 Surface Water Design Manual 9/1/98 '•. ^ 5 -S + pR MM m vw'.vM MVN_r w nnawr. =hw M4MAP YU�u Y eir =vim.. -. v,..... .... ,..,M�... -.r. __. .._ .... , . ,...+..,, .., .,,,,I ;wekaA�yw mr,( , C' t ► —" - . t..., .. . pro ession engineer. , Note: A soils report produced for siting and design of an onsite sewage system may also be used to satisfy this soils report requirement, provided that the depth of the soil log(s) is at least 4 feet, the depth to i, . �' i i seasonal high water table is determined, and the location of the soil logs is adequate to determine the >` -r~ �:�. ,, feasibility of the infiltration system. ..qmpt P ti ;` �` Small Site Draina a Requirements 9/1/98 t j i '� • 8 C -37 1 :42.3Y " ifs N, '. ... -. .. -... ..... ..M1,.. ... ..., .. -.. .... ... ... ... . u .�.. .r»+w.. .. ..... ....... n.e. ..�'n i.'#'4S {r`�Sf ,n .. ..t. `.' - i - - `l: .0/ •- -�1 J • y - -'" i ! W i I RECEIVED C ITY r■r •i ::rkegj A , I Return Address: Doak Homes, Inc. j ! 11917 — 4 Ave. SW MAY 1 4 2002 z Seattle, WA 98146 PERMIT CENTER \- , ' Z i 111 B V UO 1 0 co w J H N u. i WD DECLARATION OF COVENANT ASSOCIATED WITH SINGLE FAMILY STORM WATER DRAINAGE FACILITY g a In consideration of the approval of the City of Tukwila of a building permit relating to real Y w .- property legally described as follows: z 1-o ? LOTS 44, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, w w ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE v o E 100, RECORDS OF KING COUNTY, WASHINGTON. o w W — Tax Parcel No. 017900 - U b' w ` u. O The undersigned, Grantor herein: Doak Homes, Inc., a Washington Corporation, as owner w N covenants and agrees that: 1. The titleholders of the above described property shall assume all responsibility for the z cost of any maintenance and for repairs to the roof gutters, storm water conveyance, perforated tightline facilities existing on the above - described property. I 2. Maintenance shall include, but not be limited to: a. Annual cleaning of roof gutters. b. Removal of sediment & debris from catch basin sump when any sediment and debris . . . . fills vault more the 4 inches in depth or obstructing flow into the connector pipes. c. Repair /replace damaged facilities or blocked pipes. d. Replacement of perforated tightline facility when they will no longer dispose of 50% of the roof & driveway runoff. 3. If the City of Tukwila determines that maintenance or repair work is required to be done to the t roof gutters, storm water conveyance and /or infiltration facilities existing on the above - described P ro the director of the department of public works shall give the owner of the property ' j ::::.p::: P ert Y, P P g� P P YU within which the drainage facility is located, notice of the specific maintenance and /or repair required. The director of the department of public works shall set a reasonable time in which such work is to be completed by the titleholders who were given notice. If the above required r = '�'' '` zPK - maintenance and/or repair is not completed within the time set by the director, the city may ` Y y i k y ,,,, s perform the required maintenance and /or repair. Wr notice will be sent to the titleholders �', stating the city's intention to perform such maintenance. Maintenance work will not commence IFIX v vl . z,m t , '2t bozi34 ,.„.„,„. :„., 'C.... - a�^..s .r..ee+.•R......., ...... . w.„...er.„,t.„4„, F iiu4h •'! M?Y,ratt NA9RL9k7At ?firm r:4ar.Hrcnhm. >n.+�., ..r, i 5)', k f . . yp r[yp •.A'M• +xv t. .. .. ..x.[•.y,. ik..a: : 1'{�}i�7.;JX � " ^A. b +: l • �..0 .. ,. - ...4...r - - —`, f i' . PRIVATE DRAINAGE EASEMENT THIS EASEMENT is made and entered into by and between the undersigned, owner(s) (Grantor) in fee simple of the land described as follows: . LOTS 44, BLOCK 4, ALLENTOWN ADDITION ' 1 ~ . O ON TO THE CITY OF SEATTLE, L 1.- w ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, re 2 PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. -J c For and in consideration of the mutual covenants and agreements hereinafter expressed and , w i other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, LL the parties hereto agree as follows: w o 1. The owners of the above described land do hereby define, declare, grant and convey to the present and future owners (Grantee) of the land described as follows: . a I- LOTS 43, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ? ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, z o PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. w w DCI A non - exclusive perpetual Drainage Easement over, across, along, in, upon and under that g co of said Grantors land described as follows: w w . U ` EASTERLY 5 00 EET OF LOT 44, BLOCK ALLENTOWN ADDITION THE - O THE 1 F O OT 4, B OCK 4, ALLEN OWN AD ITION TO T CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME ' v N 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. 0 1 . Z Said Private Drainage Easement is granted and accepted subject to the covenants, reservations and conditions described as follows: ; 1. This easement is for the sole purpose of installation, operation and maintenance of a storm ■ water drainage facility to be used for collection and conveyance of storm and surface water from said Grantees and Grantors property, together with the right for Grantee to enter said drainage easement for the purpose of installation, operation and maintenance of the , drainage facilities contained within. 2. Maintenance costs of the drainage facility constructed within said easement shall be borne solely by Grantee, its heirs, successors or assigns, except the maintenance costs of any portion of the storm water drainage facilities that is also jointly used by Grantor and Grantee, will be divided equally between Grantor and Grantee. F..TAs„-rerj • 3. The amount and type of maintenance to be performed on the drainage facilities shall be : , c :<4: determined by majority vote of the lot owners using the facility. Each lot shall have one , . , vote regardless of the number of owners owning any lot. ;`,try'` '' , 4. For the purpose of maintaining the drainage facility within said easement, each fee simple � M' owner using the drainage facility shall be assessed a proportional share of the actual cost of such maintenance. Such assessment, together with interest thereon, and costs of collection ; 4 ` sv 41', e ,l Lz „ y 4 u� 1 ' i 4s A4 St 3' .L�.'. L '::. .. .M1: .!' A..J... t.,.l;M .::l:..Fl..'i 514.f'iv.. ...,iRY.il..xweL,`;,� '•.ti,yd 'nlm.'.r.,_. ..... .. .„r.. ....... .......... .,. ..,..,,, .....,........ «.... ... ..«,.... r :rsxur+».r++ +r' '' [__. ' - .'` ' ,- , , .. { • , - .. c' N RECEIVED CITY nr -i '!« VILA z MAY :1. 4 2002 ; 1 ` z � PERMIT CENTER re L UO U) CI V) W LLJ J � Return Address: Doak Homes, Inc. w O 11917 — 4 Avenue SW ' g :ial � = Title: PRIVATE DRAINAGE EASEMENT . z ;. Refere Numbers: VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. c) • UO y c) H • W Seattle, WA 98146 Grantor: DOAK HOMES, INC. v ' , ' I = Grantee: DOAK HOMES, INC. v y O P . " Grantors Legal Description: LOTS 43 AND 44, BLOCK 4, ALLENTOWN z ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. Grantees Legal Description: LOTS 43 AND 44, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING • • COUNTY, WASHINGTON. • TAX ACCOUNT NUMBERS: 017900- O$$ D(LOT 43) ' " j , '= • 017900-6236,5 44) : _ �:<_ V2.11; 1$02.1.134. ''.',,f,V;''j,F,'';;c 4•'1 :.ice L ■ • - , , —. .. _ ._._.._...».. ..._. ...... . ....... .....«... ....,. ....+........... .. .. , - - 0. :\ - PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 - 136 DATE: 06 -10 -02 , PROJECT NAME: Doak Homes Lot 44 a • SITE ADDRESS: 12203 46 Av S re w JU Original Plan Submittal Response to Incomplete Letter # v 0 CO 111 It Response to Correction Letter # Revision # After Permit Is Issued w = 1 -J 1.— W o DEPARTMENTS: 2 Building Division ❑ Fire Prevention n Planning Division ❑ . N d = w _ Pub i W iN orks � G ��� . � Structural ❑ Permit Coordinator z Z � Z li- ill ui DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-11-02 2 o oC Complete d Incomplete n Not Applicable ❑ o H w Comments: = v O iii Z Permit Center Use Only U H H INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: \ Please Route Z Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: . . APPROVALS OR CORRECTIONS: DUE DATE: 07 -09-02 u' t. Approved Approved with Conditions � Not Approved (attach comments) �.,�: • pP pp pp ❑ 4 Notation: klE1 rd 1; REVIEWER'S INITIALS: DATE: W ' Permit Center Use Only CORRECTION LETTER MAILED: It '&= ). Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc^ -��� 2 -28 -02 eER j Yu ' r \,, o V 1 c V�� �eaL;P, : IC y mxr mnrnm mesa+, F� .w.., ., .N,.r.. , v •....,._. .. , ■ ? RMIT COORD GI' v PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -136 DATE: 5 -14 -02 PROJECT NAME: DOAK HOMES — LOT 44 z SITE ADDRESS: 1220i 46TH AVENUE SOUTH c' cc w I XX Original Plan Submittal Response to Incomplete Letter # v 0 0 0 Response to Correction Letter # Revision # After Permit Is Issued w = J H (A lL w 0 � - • :4' , s , City of Tukwila o/ at Nz ' Department of Community Development - Permit Center 1� 1 � `� id , e ± _ ' 6300 Southcenter Blvd, Suite 100 N ; 41 _: Tukwila, WA 98188 I t s '- - -M'" (206)431 -3670 1908 -- I . r t r L . ' .., ` . ;. REVISION SUBMITTAL \ , Z I w . Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted U O , I through the mail, fax, etc. co 0 . F :. .. Sheet Number(s): ! �,P "Cloud" or highlight all areas of revision including date of revision IMMI Received at the City of Tukwila Permit Center by: 4 "' i & 'f 'i 0 Entered in Sierra on `; „. . i ' k, i;Y ly 08/30/00 t :N "' ' YIKRiiii . . ,. .. . ,, ....,...... - , . ", '! .. TS VENTS PER U.P.G. GENERAL NOTES 2. HOT WATER TANKS SH% L BE SIZED BY INDUSTRY T. STAIRS AND GUARDRAILS X, VENTILATION AND INDOOR AIR QUALITY . STANDARDS FOR PROPOSED UEE. AND BE LABELED 1. PROVIDE A STAIRWAY WIDTH OF 36" MINIMUI-i, FR15ER PER VIAQ 1'1(17 t • 4_ MULT! 2X BEJ1LTdJP BEAMS SHALL. BE SPiImD TOGETHER. NAEGA APPROVED. UNLESS NOT TF�, USE tOd NAILS 9 12 O.G. STAGGERED. }MAC 51-4b SECTION HEIGHT OF $" MAXIMUM, MINIMUM TREAD LENGTH or 6" AND 1. INTEGRATED WHOLE HOUSE VENT SYSTEM FOR 7MEI ' CONTRACTOR SHALL VERIFY ALL FaC15T1;4G SITE 3. FLOW RATES TO COMPLY WITH A 3/8" MAXIMUM VARIATION. INTERMI I 1 t NTLY OPERATED INTEGRATED FORGED AIR NcTnONS FOR GOMP1JAEdGE WITH PLANS AND 5, SOLID BLOCK W/ 2X 9 MIDPOINT OF STILTS OVER 10 402.0 TOILETS: 1.6 GPF(MAX), SHOWERS: 25 GPM(MAX), 2. STAIRWAYS < 44" IN WIDTH MAY HAVE ONE HAI ORA1L HEATING SYSTEM. , PECIF CATIONS. SITE CONDITIONS INCLUDE, SOIL, rt t , , BELOW BEARING PARiTEONS PERPEt•4DlCULAR TO I � , % a 4 442 - Ifs, . . .. . * ,,, I , PERFORMANCE APPROACH OCCUPANCY PLAN FLOOR AREA JOB •: GROUP TARGET UA TARGET ASSE.MBL.E FI.00RS (R -1 a) DOORS ( R -25) SLAB Oh GRADE (R -10) RIGID 2..0 f2. 50.-01^4 GRADE Ski ;R-10) �L -11) chapter 5 component performance approach residential occupancy equipment sizing form framing section a glazing ratio shear wall schedule second floor framing foundation plan roof framing plan second floor plan first floor plan hold down corner detail window schedule cabinet details elevation plan NE 1/4, SE 1 _GENERAL CONSTRUCTION NOTES 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY CF TUKw1LA INFRASTPUCTuRE DESIGN AND CONSTRUCTION STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPEC:FICATIONS FOR ROAD, BPtDGE, 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 CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVA;LABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR IC ANY ON -SITE WORK FOR ALL PUBLIC FACIL'TY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PRCvSIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1- 800 -424 -5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). ,. 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR 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 REGJLATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THS PROJECT SHALL BE THE SOLE • RESPCNSIBILIT" OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED W LL RE SUBJECT TO THE APPROVAL OF THE CITY OF TUKW'LA. CONTRACTORS 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 CCN TROL ON -SITE STORM WATER RUNOFF 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 DEPT± WITH STRAIGHT, UNIFORM 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 THE CITY'S STANDARD DETAIL NO. RS -14. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HC +R!ZONTAL SEPARATION FROM OTHER UTILITIES (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 WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. .16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14 ") 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 CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH 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 PIPE 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, BACKS LL 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 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUKWILA. LEGAL DESCRIPTION: LOTS 43 AND 44, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF SEATTLE., ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY KING, STATE OF WASHINGTON. 4, SECTION 10, T23N, R4E, W.M. CONTRUCTION SEQUENCE 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OP FENCE CLEARING OMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE. 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS iF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDING. 7) INSTALL SANITARY SIDE SEWER. 8) INSTALL STORM DRAINS AND INFILTRATION SYSTEM. 9) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) INSTALL WATER MAINS AND UNDERGROUND UTILITIES. 13) COMPLETE FINAL GRADING AND PAVING OF ROADWAYS. '14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16) CLEAN OUT STORM DRAINAGE SYSTEM. 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. GRADING AND EROSIQN CONTROL NOTES VICINITY MAP SCALE: 1 " =4 MILES 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 S .IUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. SANITARY SIDE SEWER CONSTRUCTION NOTES 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRICTION. 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. WATER SERVICE CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS -13 OR WS -14. EARTHWORK ESTIMATE CUT 30 CU. YDS PER LOT FILL 30 CU YDS PER LOT SHEET INDEX SHEET 1 SPECIFICATIONS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING & DRAINAGE PLAN CO LO tO gt (0 N (0 O -J • These plans have bee revieweZy he P Ic works Department fo cone ith c re City standards. Accept cc ubjcc c err3s d CITY i bfis which do not :ut �f :�e r 1. 'on o adopt�� �S�Idiidards or or na ,p si ;uit �JUrjo9. �Q00equacy of the •esi t al w h :le designer "". Additions, delei ns � tdYh�e PER x�WJ7 g Lfter this date it v t$!ap,ce and will requirea resub ttal for subsequent approval. � n Final acceptance is subj ' to ioIDb the Public Works utiliti ins Date: B Cn ChQ4 o6. 1K. D a CORRE TION LT R# kt oTItL4 IZzp4' .4-c 6_0 �- Doa- • 11 • :.; 1 4 • 1 0 ca PROJECT NUMBER 02 -002 SHEET 1 OF 3 4l b ' j; • tt . It w • : 4 FUTER FABRIC YA'ER:AL 36' MIN ODE ROLLS_ USE STARTS OR 'IRE Rta;s TG ATTAO+ 'ABC v MK. JOINTS IN FILTER FA6R,C Qaa_< 9E SF'LICEC AT POSTS. v1 2'a2" BY '4 yA WIRE FABRC OR EQtrva -EDIT f BURT BOTTOM 3F FILTER - MATERIAL IN 4'a4" FRENCH NOTES: L I_I 2 "x4" WOOD POSTS. STANDARD OR BETTER OR EQVAL ALTERNATE: STEEL FENCE POSTS 2'a2" BY ,4 GA MRE FABRIC OR (Duty. t`: STANDARD STRENG'1. FABRIC IS 4'a4' MIN. TRENCH. BACKFr:. TRENCH Will NATIVE SaL OR 3/4" WASHED ROCK 24'MIN 36-MIN 4' MIN -- �!- iJ 2'a4" WOOL POST ALT: STEEL FENCE POSTS SILT FENCE DETAIL NOT TO SCALE A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CLT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. e. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP, UPSLOPE AND ADJACENT TO THE W000 POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STAND .RD STRENGTH FILTER FABRIC IS USED, A MRE MESH SUPPORT FENCE SHAM 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 WIFE SHALL EXTEND INTO THE TRENCH A MINIMLM OF 4 INCHES AND SHALL NCT 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 OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED. THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE PCSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH NATIVE SOIL OR 3/4" -1.5" WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED 'HEAR USEFLL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 1. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL ANC AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED /REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED OMEN 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 CR POND. GECTEXTILE FABRIC UNDER QUARRY SPALL (MARAFI 600X OR EQUAL) STABILIZED CONSTRUCTION ENTRANCE EXISTING NOT TO SCALE CONCRETE PIPE IE: (12 ") 98.58 NE 1/4, SF. 1/4, SECTION 10, T23N, R4E, W.M. EROSION AND SEDIMENT CONTROL NOTES 1. The ;mpierrentot4on of these ESC pions and the construction, maintenance, replaceme ^t, and pgroding of these ESC facilities is the responsibility of the applicant until all construction is approve° and the site stabilizes. 2. The boundaries of tr,e clear "ng limits shown on this plan shalt be dearly flagged by o continuous length of survey tape (or fencing, if required) prior to construction. During the construction per "od, no disturbance beyond the clearing limits shall be permittec. The clearing limits shaft be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to er.sure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgrades as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 5. Any areas of exposed soils, including driveway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 6. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 7. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty -eight (48) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior tc paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 10. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches, or 2 -3 bales per 1000 sq.ft. STABILIZED CONSTRUCTION ENTRANCE NOTES: 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACIUTIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 3" TO 8' QUARRY SPALLS PER WSDOT STD. SPECS. SEC. 9 -13.6. 3. ENTRANCE DIMENSIONS THE AGGREGATE LAYER MUST BE AT LEAST 12' THICK. IT MUST EXTEND THE FJLL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANCE MUST BE AT LEAST 100 FEET. 4 WASHING. IF CONDITIONS ON THE SITE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WITH THE ROCK ENTRANCE. THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER %+ PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MAINTAINENCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR ROW OF MUD ONTO PUBUC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND /OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED. DROPPED, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. -w w �' c S. SS- SS EXISTING WATER &9 1: 1 GRAPHIC SCALE (Dr FUT ) 1 Web •• 10 ft ELEVATION DATUM: CITY OF TUKWILA BENCH MARK: EAST FLANGE BOLT FIRE HYDRANT ON S. 122ND ST. RIM ELEV. = 100.2 CLEARING LIMIT IS THE PROPERTY LINE cn co 0) Q: a C: NORTH 30' ROW EXISTING GRAVEL EXISTING SHED TO BE REMOVED INSTALL TEMPORARY SILT FENCE (PER DETAIL; AS NECESSARY EXISTING CARPORT TO BE REMOVED EXISTING CONCRETE PIPE 1E: (18 ") 96.10 i EXISTING "C U TI LI T.. I -r POLE it i 1 c INSTALL 1" POLY WATER LINE (TYP) 200 PSI DRISCO PIPE INSTALL WATER METER AND SERVICE CONNECTION PER CITY STANDARDS (TYP) EXISTING GAS w w LEGAL DESCRIPTION: LOTS 43 AND 44, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. SITUATE iN THE COUNTY KING, STATE OF WASHINGTON. SS w w COM - - UM - - U 1 �(V w i EXISTING ASPHALT SURFACE --1 1 EXISTING SEWER SS SS NOTE: 1. EXISTING CONDITION OF LOT 43, 44 IS LAW N AND STRUCTURES AS SHOWN. 2. A DEMOLISHION PERMIT MAY BE REQUIRED FCR REMOVAL OF EXISTING STRUCTURES. SS ■00 12 "CP CLEARING LIMIT S EXISTING UTILITY POLE 1 12" CP 1I UNDERGROUND POWER - G PROPOSED POWER VAULT NINE - 20 J EXISTING-, ==4* ATER METER EXISTING CONCRETE RIFE IE: (12 „) 97.12 II 4/' /� 20' -4" PVC S =2.00% MIN. w 1 46TH AVENUE EXISTING ASPHALT SURFACE SS SS 1 12" CP SS 1► SS SS 0 EXISTING TYPE 1 CATCH BASIN GRATE: 99.67 OH Or i OH EXISTING CONCRETE PIPE IE: (12 ") 97.95 EXISTING UTILITY POLE W SS SS INSTALL STABOLIZED CONSTRUCTION ENTRANCE PER DETAIL OPEN DITCH � - INSTALL MAIL BOX STRUCTURE FOR 2 BOXES PER TUKWILA STANDARD DRAWING NO. RS -6 11 1I 18' -4" PVC Sa 2.00 %4 4jN. y II EXISTING POLY PIPE IE: (30 ") 96.18 „i SS ),, EXISTING POLY PIPE IE: (30 ") 96.23 ZI= WIP SS SS EXISTING ASPHALT EXISTING UTILITY POLE EXISTING CONCRETE PIPE IE: (18 ") 96.17 EXISTING SSMH GRATE: 100.36 W EXISTING WATER TEE • EXISTING ,5�-- FIRE HYDRANT 4 1 1 XISTING WATER TEE EXISTING SSMH GRATE: 100.46 EXISTING UTILITY POLE RECEIVEL CITY OF TUKV/I; JUN 1 0 2002 PERMIT CENTER w a EXPIRE S 10/4/2003 (206) 246-13587 CONTROL PLAN z 0 En-4 0 w S. FILE NO D2002 -ice 0 PROJECT NUMBER 02 -002 SHEET 2 OF 3 s- ( ' I 2" COIAPACTED DEPT. CLASS "B" ASPHALT CCNCRE °s CATCHBAST'r ivHERE REC.. RED i i ROOF DOWNSPOUT OC.. ERFLOV: FINE MES-4 SC•4EEN 1 DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHAL_ SF COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTED THROUGH THE PERFORATED TIGHTLINE CONNECTION. 2. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1 °, /° MIN /5% MAX SLOPES FOR DRIVEWAY. DRAINAGE TO CATCH BASINS. 3. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION 4. A SOIL LOG TEST HOLE WAS DUG ON THE LOTS THE SOIL TYPE AND STRATIFICATION WAS THE FOLLOWS: NE 1/4, SE 1/4, SECTIOX 10, T231, R4E, W.M. VAIN wCOMPACTED ^EPTH• ASPHAL THE r.TED BASE S_`BGRADE COk4PACTEC TO 95% t/4 X DC��S?� (SEE SPECTFICATIOP S ON SHEET 1) • _ 0.'ATCH APRON SUBGPA2E W1Tr, SJB ADE OF WEST MERCER AA PRIVATE DRIVEWAY CROSS - SECTION NOT TO SCALE CATCH BASIN SUMP IWITH SOLID LID F JIL /WA" - - . SEPARA' L:=ri I-- - RIGID OR FLEXIBt F / PERFORATED PIPE -r A ♦ ■ SL OP r + -2' TYP •WASHED DRAIN ROCK PERFORATED TIGHTUNE CONNECTION NOT TO SCALE 0 -2.5' BROWN SILTY FINE SANDY LOAM 2.5' -4.0' BROWN SILTY SANDY LOAM DIST,NCT MOTTLE 4.0' -5.5' BLACK SAND 5.5' -7.0' SILTY LOAM AT 4.0' WATER TABLE ENCOUNTERED ON 4/16/2002 SCS SOIL CLASSIFICATION: URBAN LAND 5. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034- SDR35. EXISTING CONCRETE PIPE IE: (12 98 `E LOT LOT 43 LOT 44 AREA ROOF AREA DRIVE & WALK AREA TOTAL IMPERVIOUS AREA TAX LOT NO. 3000 SOFT. 1246 SOFT. 574 SOFT. 1816 SO.FT. 017900 -___ 3000 SO.FT. 1039 SO FT. 574 SO.FT. 1613 SOFT, 017900 -___ A4- 24" 10 DAv1 IGHI 4 MAN. 1- CATCH BASIN DATA TYPE 1 CB43 GRATE. 100.12 IE (4.) 98 34 TYPE 1 CB44 GRATE 100 00 IE (4 ") 98 32 TYPE 1 CB1 GRATE. 99.85 IE (12 ") 9764 IE (4 "): 98 14 NOTES. 99 a7 ' EXISTING CONTOUR A.M./ FINAL CON TOUF• ARE 'HE SAME 2 SEE SHEET 2 I- OR EXIS1 d.h BUILDING LOCATIONS . ; BACr, iL L ;:1 "1",1Lt. I)EPTi!i LEGAL DESCRIPTION: LOTS 43 AND 44, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY KING, STATE OF WASHINGTON. SECTION A NOT TO SCALE G' RIGID OR F L F AIBLE PERFORATED PIPE WASHED DRAIN ROCK t ' EXISTING WATER BuiLDINGS WILL BE SLAB ON GRADE 1 -4" PVC WYE 1 -4" PVC CLEAN -OUT 26 54' INSTALL 1" POLY WATER LINE (TYP) 200 PSI DRISCO PIPE PROPOSED 4" PVC S =2.00R MIN SIDE SEWER CROSSING MUST BE 24" LOWER THAN STORM PIPE INSTALL WATER METER AND SERVICE CONNECTION PER CITY STANDARDS (TYP) -- ---55 EXISTING GAS EXISTING ASPHALT S EXISTING URFACE SEWER SS- SS SS 100 G :gi- G u) 12 "CP SS-- U r. GRAPHIC SCALY IN FEET ) 1 inch - 10 ft ELEVATION DATUM: CITY OF TUk tr := =ILA BENCH MARK: EAST FLANGE BOLT FIRE HYDRANT OR S. 122ND ST. RIM ELE /. = 100.2' CLEARING LIMIT IS THE PROPERTY LINE ■ JU Lot 43 20' -0" PROPOSED RESIDENCE F.F. 100.58 3 0' Lot 44 •�_. --- EAR PROPOSED GARAGE F.F. 100.58 20' 99 �-- PROPOSED UNDERGROUND 12" CP POWER O45) P \ cL 6" PVC -/CLEAN OUT Tvp IE: 98.34 - 10' -- PROPOSED RESIDENCE F.F. 100.50 PROPOSED GARAGE F.F. 100.50 CLEAN OUT�o\ / /•E: 98.32 !i\ O 1 / f$/ r'+ r_. PROPOSED POWER VAULT w - U -U U .PROPOSED-. GAS LINE \ 20' 20' -4" PVC - S= 2.00% MIN. 46TH AVENUE S. ExIS"iNG ASPHALT SURFACE 7p�? ----SS SS SS- 12" CP -SS -- OH- OH OH -O ' .- \ Ex,STING CONCRETE PIPE IE: (12 ") 97.95 EXISTING UTILITY POLE EXISTING TYPE 1 CATCH BASIN GRATE: 99.67 NOTE: 1, SANITARY SEWER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE :� ►= TIjKV'L'IL A INFRASTRUCTURE STD. DWG. SS -2. ;; L ' /vo wo 0 al c_ 6'PvC -J , TvP 4 l' t ti z n• _ cSt isi_, 20' EXISTING WATER METER - 30 RON • C.11 1 z C EXIST:NC CONCRETE P PE _IL: (18 ") 5c '0 EA STING �- - - UTILIT\ PCi - --0- 1 -6" PVC WYE 2 -6 "x4" REDUCER �- (SLE T I,� SHEET', 6" PVC SIDE SEWER 6" PVC CLEAN -OUT 6" PVC TESTING TEE 6" PVC WYE IE: 95.85 E= .)IIr.._, - . CONCRETE PIFE \ i ∎ IE ',12") 97.'2 - G -71F„- s, II . ;- --- 18' -4" s �/ S =2.00 %, \AIN - -w - -- -- v. ,r -- CI. LO N Or-7 EXISTING J U rILI T� POLE FINISH GRADE' SPOT ELE� --' i�. -SS-- EXISTING 6" PVC PVC SEWER STUB IE: 95.25 OPEN DITCH �-- INS 1ALL MAIL BOX STRUCTURE FUR 2 BOXES F'FIT TUK0.II.4, STANDARD DRA,'11NG NO RS ti R EXISTING POLY PIPE IE. (30" 96' - , EXISTING \ Z; POLY PIPE w,(- IE: (30 ") 96.23 - '.)r-- St S CL ^CONCRETE IE: (18 ") 96:7 i Er.LS -INC, - '=C_E SSMr- C^ATE. '00.36 w'ATEP 'LL TINC IRE HYDRA'. _F x,c -I "dam A'A rrp TEE • =�.Mr GRATE • 100.46 E.,I Ut' :LITl RECEIVED ITV 0 TU,L,tIC.A JUN 1 0 2002 PERMIT CENTEr, 3to h 0 La-1 cG Za) Q 3 I 246- 6587 (0 O N z w F±� V1 • • I FILL NO D2002 -13_4_ Lit I H CD szt 4- O J N LAND SURVEYING, N C E3()X 2596 uO CC tO a PROJECT NUMBER 02-002 SHEET 3 OF 3 o 1 S w SKYLIGHT Detail FOUNDATION WALL SECTION general notes STAIR AND RAIL DETAILS 81. structural notes zavales designs associates