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HomeMy WebLinkAboutPermit D02-135 - DOAK HOMES - LOT 43 SINGLE FAMILY RESIDENCED02 -135 DOAK HOMES INC. LOT 43 12203 46th Ave. So. 1,I .- _ _ - ---_- -- ., - ' , - \ • ' r *I: T '~ b City o f 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: ;T - Land Altering: Y Volumes: Cut 30 c.y. Fill 30 c.y. i s.>: ,,),'“ - Landscape Irrigation: Nt : Moving Oversize Load: N Start Time: End Time: ;�, -- Sanitary Side Sewer: Y - - ,,; - .--11-,,,,, Sewer Main Extension: N Private: Public: fSI' ' Storm Drainage: Y`d}j ,> Street U se: Y ' t� ,v , Water Main Extension: N Private: Public: , Water Meter: i ta • Channelization / Striping: f` i` ( dm: Devperm D02 -135 Printed: 11 -12 -2002 �r , �,n�,. i • • �.. ; ) C ity e Tkl • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , Permit Center Authorized Signature: -cw Date: //".--/ 2 DZ— ct I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and , ordinances governing this work will be complied with, whether specified herein or not. -1 U; The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws W = regulating const uction or the performance of work. I am authorized to sign and obtain this development permit. H Signature : j / Date: / `/ d { Print Name: Ioq-ggy/E, `/1co 4 5A-1 N a . 1— _ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is Z suspended or abandoned for a period of 180 days from the last inspection. Z p a WW p O N `, { CI 1— I W LL 0 ► l W Z� Z, • r . • Eli [:7,1 i1 rr{ doc: Devperm D02 -135 Printed: 11 -12 -2002' 4 . --�, . - . . � , :\ iA.1. W. ----s. -. .� ( : Z, f it of Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 , PERMIT CONDITIONS } z m>~ Parcel No.: 0179000880 Permit Number: D02 -135 w , ► -- - T . 1s.. , ef �� $, —1 It ><. �� ; C i ty o f 1 ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 . . , requirements for special inspection. Z 24: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any 1,. Z other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this re f code shall be valid. 6 5 25: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building U O Inspector. , Cl) 0 : 26: Contact the Public Works Division to obtain inspections of the water and sewer connections or disconnections prior to W = . cover (433- 0179). '' F' . 27: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be co O obtained at City Hall in the office of the City Clerk. 2 28: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform g Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. u- 29: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. = 0 30: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. I— _ 303.1.3.). ? I... 31: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). Z 0 LL! ui U c co I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances - , governing this work will be complied with, whether specified herein or not. w w 1 HU The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws u- ~ O , regulating construction or the performance of work. iii Z to Signature ac/(: L/ o Date: // /�o� Z Print Name: J , De9,_74...- ,r . / ; ., ._.____.-_, ' , ,,,, ,.._ ,, ,,,,, ..,, , 1 14 El r :.,5 b it' 2 Ti S. r1 l t is� :. ;Lil.- ` . ,+ . r — doc: Conditions D02 -135 Printed: 11 -12 -2002 r: - ; ■ -......./ "MA NI • Cit Y of Tukwila .. ».. ....s_ ..G... ,...... . ............ >,... ,. ..aerrra... ...... . ....o.. ,,...,..« ...... ._.,.., _. .. .. .,.......:.., -. n...»..m.w. *.rwx+v+nik' icMeryxai ?P,uR.+rtvxnwaarxnw,... ««. - , O wM•4 ' CITY OF TUK "ILA `mod 7 yJ I STAFF USE ONLY • + �,,, - Permit Center 4 6.711 c Cr �; , _i,,g..^ - 4''; WO , . w: , . • ... 6300 SouthcenterBlvd., Suite 100, Tukwila, WA 98188 (;•? t t , • ri• •, '' • r ;�. : .i• t , . y` • ?I (206) 431 -3670 t . Kr #� . r 3 ';',..,0 .. „ . . . °df.EA' :. >. .T�•1 , 9L"c " 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 Namell'enants-z Hoie�' / ( Valuep5Y aoe ,, Site Address: 11.• City State/Zip: Tax P Number: i ;ZAil yd Ag S , 'ti,feb ;/li 9 A /7> c° i i'00-0 sis o Property Own r: n ,[ . Phone: / �� - ((tt / M c / � 13 1 i9�/ .Sell i ➢'� ► 7 .b i4 / -k /coley l k'C -gyp O - 7 Street Address. Cly State/Zip: Fax #: I )2 c� /' - L i6l n �e Car 7'i/ cs.J7/ Contractor: �Dln 4�l� , / »1( lg � Pho, oe y- Y6^ 65r-r7" Street Address: City State/Zip: Fax #: . ' 11 q / 7 4 �,, 5? qe/ v6 7 -n-t e Architect: eS Al Phone: Street Address: City State/Zip: Fax #: e Engineer: ` Phone: b' cave' vi/f /e 0 () 1�I f / vee 5i , - " p'h L� ) U 4' y cl . 7 gagr;. • ' f'9 Street Address: City State/Zip: Fax #: Contact Person. Phone: tY LLI cD�1/ ei �e 206 2 V6 �`'�" ,97 Street Ad r ss: 1 State/Zip: Fax #: 'P'v c--c-,7 t p 1 / ' / 7- 1- 2 /Iv P S ; C0 • 5e4-60(e l , J .Y 5 ' / e 2 0 6 3 ) 2 2 2 , s r s (n o cnw Description of work to be done: , !, C N e H ,u �c� y � e 5 //i' / r` d-Ari. 4 Ae 5 /cgoaice w O Type of work: Alew Single - Family Residence ❑ Addition - Single - Family Residence 2 J ❑ Interior Remodel- Single - Family Residence . ❑ Residential Accessory Structure' u- ❑ Remodel/Addition to Accessory Structure ❑ Garage(s) = d El Deck(s) - Covered & Uncovered ❑ Residential Reroof Z H w Is this site served by: 0 Sewer ❑ Septic (King County Health Dept, approval required - 296 -4722) Z O Existing Square Footage for Structure: 'rad 1 sq. ft. Dwelling sq. ft. Covered Deck(s) LLI uj sq. ft. Garage /Carport AIM sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck U o 0 Proposed New Square Footage: vi' _tisiirP sq. ft. Dwelling sq. ft. Covered Deck(s) 0 F- i- 4 r sq. ft. Garage/Carport sq. ft. Accessory Structure(s) sq. ft. Uncovered Deck ui U F loor Area Ratio: (total floor area of all structures divided by the area of the lot) 0 c• S O `For an Accessory dwelling, provide the,following: ft1/ al N Lot area Floor area of principal dwelling Floor area of accessory dwelling E= H • Provide documentation that shows the principal owner lives in one of the dwellings as his or her primary residence. Al/, i z ; , :AP P[ ICAN1'1 Ea %i s. Qi 4P41 woA : .RO EY,I ,.w.., r X,40;! 0._ � �< 7: a , l , yf AddlifonsiRtivletwaiahaikbeid rtfi h ibYjiiiiPlitt llo��w.oikiaip.RtR►:ht .. ` . . ❑ 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 ,t• Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be re- ' - I 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- s, 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 . :1 11 be extended more than once. ,' Date application accepted: Date application expires: Application taken by: (initials) ` ' � 1� , 1 vs.. PLEASE SIGN BACK OF APPLICATION FORM ` • I Map ..w SFPERMIT.DOC 2/13/97 0' - '' I e..:... JYIWW.r.w ...— r ,.. v ... r.• +✓tn4h'M.s >.rrv. n•+..w.0 .... ................ r.... M.......+.an........... ... r. . r . ••. ._ - - - - ' - • ALL SINGLE - FAMILY RESIDENT! L PERMIT APPLICATIONS MUST B - WITH THE FOLLOWING: DRAWINGS PREPARED B ■ REGISTERED ARCHITECT OR PRGrESSIONAL ENGINEER MAY BE REQUIRED BY THE BUILDING OFFICIAL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED • ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water/fire flow availability (Form H -11 a). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433- 0179 for servicing district. . ❑ ❑ 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. w 8. Lowest building elevation (if in Flood Control Zone). _J U 9. Estimated /proposed topography at 2' intervals and proposed elevation of lowest floor level. N o 10. Identify location of sensitive. areas slopes 20% or greater, wetlands, watercourses and their buffers. u) w 11. Identify location and size of significant trees that are located in sensitive areas and buffers orthe -J shoreline zone. Of those, identify which are to be removed (Title 18, City of Tukwila Zoning Code). w o • 12. Identify location of high watermark of the Green /Duwamish River if site is located within 200' of the w at Permit Center OR Prescriptive Heating System Sizing Chap 9 Form H -6. o I ❑ ❑ 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 ". w113,=, • Building 'Owner /AuthoriZed'A ent';Iffthe appltca t.'is,gthert�� the.:ow,oer;' archlfect/engl eer, contractor licen b the State :ofWSshln' on t eit �i'�ettel•�fFr� .fife*) 9 ' j 10 �iiijri the`agre to' :subh li this i*Ii.eppl `■i, obtain' the'pOrmitrWit'6kiagi,IMdias ;lull '64 thls;suIJIt?iiiiii op + t' .,,,.: ,.* , rt : f , :, I/t . : 4: . .tti t 1 . j i ! i ' , . IN. aft 1. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THiS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF 4 . .:! . '2 , PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. P : 1 :BUILDING'QW ERGO -A . ORIZED�AQENTf;'4z' r,= : j , ,. ;f .':. ' . • ., !,;; •�: r l.. ,; , �:.<, ,• �� � 1 1 �� • �.�p( ! 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' . � 5 ,.1�� � !�' �`� � p, l % %^ .i Y ,Y r ;. o't��y + `r ` S l rr tt 'S' ';�- . c• — ..�'. , " i „'^ ,. l.; : l . .l _ ' ..,: , 6 + ,1 I` �f y '. : , „ ayr % : ,'�,� . t :.a�. At �, •SY1. M S „ .r., , t . `' ; �. 4. '��t`� { Y , {{ 77. i r ; J :l. • � +� +• .1+� 'i. i ''rR'�:.i�� }fai; �'�:::ri.';� +�� '.tr•��rP�r� 1!1: d�'Ai ,,. .%, ',:{ :t'.w, I ,:;;,.s ✓ l, t., '. » ;,Lre;: . 5 .,.,it, l . 7 : a �.. . . G: rt.f t .i :.: , Y it{.f .u.; :, ;:•_ A ".,� ,,, ,,: , /,,,, ,,,,,t,,.'s::....thr 1 it 1 ,, 'iii k iI u •, : . . . ,., .„ ,»f':':!.. %r . . . ,., •..,... .u..» ..'..,. axw.•.. rv.+n .t_ : }L ICrw.w+M'L•SU r'aRmc»vn•"•1, .,He„r..,.W r4:,*,:at' n... . . .. „"r,.. rtv.,:'t.u....,tr;- 1 . oro..,•r...rmp r. MNfl*...;tar,-.t "fr*(%UMt'n'bltI...w.•...1 , , '.\ ..,vot.k....; • . ,2F'i�<`77l; City of Z ukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT ` `� Z `: P ix 5 JU! Parcel No.: 0179000880 Permit Number: D02 -135 o O Address: 12203 46 AV S TUKW Status: APPROVED N 0 = W Suite No: Applied Date: 05/14/2002 1— Applicant: DOAK HOMES - LOT 43 Issue Date: u. . • uwp Receipt No.: R020001566 Payment Amount: 6,050.35 u- a Initials: SKS Payment Date: 11/12/2002 04:04 PM Z W U ser ID: 1165 Balance: $0.00 Z H Z O ' Payee: DOAK HOMES INC g ILI w 0 0 c o � TRANSACTION LIST: O I-- Type Method Description = uJ. Amount I"- H O Payment Check 2470 6,050.35 Z o = : 5 '— Z ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - RES 000/322.100 1,352.15 INSP FEE - SME /SSS 402/342.400 20.00 • f. INSP FEE - STORM DRAIN 412/342.400 15.00 . INSP FEE - UTILITY 000/342.400 15.00 • I, LAND ALTERING PERMIT FEE 000/322.100 37.00 LAND ALTERING PLAN CHECK 000/345.830 23.50 PLAN CHECK - UTILITY 000/345.830 20.00 • STATE BUILDING SURCHARGE 000/386.904 4.50 WATER SPECIAL CONNECT 401/379.001 4,563.20 Total: 6,050.35 ; ,-, -`: ,;. yy ; r ' p,21: 4 uf�7t,1 - ` 4 Y �l�in t �!s� ` l1 t •7)498 11/14 9710 TOTAL 7662.63 .','%',7V;717:,, ; Printed: 11- 12- 2002 doc: Receipt - ',...1 1 -- - -- • s \ • agrIN k4?!;P # C ity of 1 akwila . ,_., 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT i . \, , W Parcel No.: 0179000880 Permit Number: D02 -135 W M Address: 12203 46 AV S TUKW Status: ISSUED U 0 Suite No: Applied Date: 05/14/2002 N O Applicant: DOAK HOMES - LOT 43 Issue Date: 11/12/2002 W = (O u u1 O Receipt No.: R020001786 Payment Amount: 9,292.00 2 g II Initials: LAW Payment Date: 12/24/2002 04:18 PM 4 . I C1 User ID: 1630 Balance: $0.00 = 7 Z w Payee: DOAK HOMES INC • Z tU 7 O TRANSACTION LIST: 0 u Type Method Description . O H-' Amount uJ W • H V Payment Check 2613 9,292.00 u:- i Z . V P ACCOUNT ITEM LIST: F.. Z Description Account Code Current Pmts ! i PLAN CHECK - WATER METER 000/345.830 10.00 SEWER ASSESSMENT FEES 0 8,733.60 1, . WATER CONNECTION 401/379.002 60.00 WATER INSPECTION FEE 401/342.400 15.00 • WATER INSTALLATION (DEP) 401/386.520 250.00 . i WATER SPECIAL CONNECT 401/379.001 198.40 WATER TURN -ON FEE 401/343.405 25.00 i i Total: 9,292.00 r, Ft:"yp, `' i `', 'y; �� <` fr��liyj . f A y g; `... j � �3'�H�S' Y Y R ti PPP 1 4 iizzn 0 1 k:, r} .T 1 ,,9 3' . •2/?6 97:6 1/•A 92 2.0 . r { doc: Receipt Printed: 12 -24 -2002 r €'. ` + ... _ _ .. ' ...._... __�.... «......,w «- .......... wun+sr,..»wc.«i+ti.».Y.�ttl .+ +-•,+�1 l , m -0 -r n f "i' "'x+ . +.. ., .' , "..... ,-- • .., h .! .' s. � �, City of Tukwila , o. ;\ PERMIT NO.: 102- 1 TENANT NAME: o' ) ) wl es ' BUILDING PERMITS INSPECTIONS CONDITIONS ■ ❑ 1 Progress Inspection Status ` 10001 No changes will be made to the plans unless approved ❑ 2 Pre- construction by the Engineer and the Tukwila Building Division ' 3 Investigation 1.74 10002 Plumbing permits shall be obtained through King Co 4 OK to Occupy 772 10003 Electrical permits obtained through L & I • 5 Remove Stop Work Order 1 10004 All mechanical work shall be under separate permit ' ❑ 6 Follow -up ►'_ 10005 MI permits, insp records & approved plans available Z ❑ 7 Pre-Move Inspection • 10006 All structural concrete shall be special inspected \ • H • CL 0 50 WSEC Residential ❑ 10007 All structural welding shall be done by WABO certified ❑ 60 WA Ventilation/Indoor AQC inspector a ! ❑ 70 NLEA Inspection/Modular Struct ❑ 10008 All high - strength bolting shall be special inspected W D ❑ 71 Mobile Home Tie Down Insp ❑ 10009 Bolts installed in concrete shall be special inspected U O ❑ 72 Marriage Lines ❑ 10010 When special inspection is required...notify Tukwila (/) 0 ❑ 90 Resteel Building Division CO W ' 95 Footing Drains ❑ 10011 The special inspector shall submit a final signed report J H 100 Foundation Footings ❑ 10012 Any new ceiling grid and light facture installation Cl) u- 200 Foundation Walls ❑ 10013 Partition walls attached to ceiling grid W 0 ❑ 250 Foundation Insulation . ❑ 10014 Readily accessible access to roof mounted equipment 2 X 300 eoeewia- gleb/Slab Insulation 0•2 10015 Engineered truss drawings & calcs shall be on site 350 Crawl Space ► 10016 Any exposed insulation backing material shall have u. < 400 Shear Wall Nailing % 10017 Subgrade preparation including drainage, excavation N d 450 Plywood Wall Sheathing • 10018 A statement from the roofing contractor verifying fire = W 4 500 Roof Sheathing Nailing retardant class of roof Z I 525 Plywood Deck Nailing 10019 All construction to be done in conformance w /approved O 550 Exterior Wall Sheathing plans Z I— _ 600 Masonry Chimney t ILI ❑ 610 Chimney Installation/All Types ❑ 10020 Structural observation shall be provided for this project 2 D 700 Framing ❑ 10021 All food preparation establishments must have King Co U 750 4iiwf/Ceiling Insulation ❑ 10022 Fire retardant treated wood shall have flame spread of 0 N 0 800 Floor Insulation iv, 10023 Notify Building Division prior to placing any concrete livir 801 Wall Insulation . 10024 All spray applied fireproofing shall be special inspected = U 802 Exterior Roof Insulation ❑ 10025 All wood to remain in placed concrete shall be treated F 803 Glazing Inspection ❑ 10026 All structural masonry shall be special inspected u- 0 815 Lighting and Controls X 10027 Validity of Permit .. Z ❑ 900 Suspended Ceiling ❑ 10028 Rack storage requires separate permit U N .g 1000 Interior Wallboard Fastening i H 1001 Exterior Wallboard Fastening 10030 No occupancy of building until final insp by Bldg Div Z ❑ 1110 Pre -Move Inspection 10031 Comply with requirements of TMC 16.04 H 1115 Motor Inspection ❑ 10032 Remove all weeds, concrete, stone foundations, flat 1120 Pre -Demo concrete ' ❑ 1140 Pre- reroof ❑ 10034 Removal of septic tanks require approval and ❑ 1400 Final -Fire compliance with King Co Health Dept. 1700 Final- Building 10035 Contact PW Div to obtain insp for water /sewer connect 1900 Final- Reroof 10036 Manufacturers installation instructions required on site ❑ 3100 Site Visit ❑ 4000 Special- Concrete ❑ 10038 A C of O will be required for this permit • ❑ 4001 Special -Bolts in Concrete ❑ 10039 Final approval for all Ti w /in the limits of the SC Mall ❑ 4001 Special- Mont/Resist Conc Frame • ❑ 4003 Special -Reinf Steel Prestress • • L 10040 All construction noise to be in compliance with 8.2 TMC • ❑ 4004 Special - Welding CI 10041 Ventilation is required for all new rooms & spaces ❑ 4005 Special- High - Strength Bolting ❑ 4006 Special - Structural Masonry ► 10042 .Fuel burning appliances ; . : ❑ 4007 Special - Reinf Gypsum Concrete 10043 Appliances, which generate . f . ; ' ; ; r 0 4008 Special-Insulating Conc Fill ■■ 10044 Water heater shall be anchored ❑ 4009 Special -Spray Fireproofing ❑ , ~ 1. ': , 10045 Reroof ' �- � � � . � ! ❑ 4010 Special- Piling, Piers, Caissons ❑ "Anchoring — All new construct and substantial ❑ 4011 Special - Shotcrete improvement shall be anchored to prevent flotation" i '�'� ❑ 4012 Special - Grading, Excav/Fill ,..� y'•r ❑ 4013 Special- Retaining Wall e� 1 , . � , ' ❑ 4014 Special -Panels Plan Reviewer: Date: • .t 4 ; #Aa ❑ 4015 Special -Smoke Control System � � ` Permit Tech: JCC Date: (0 -- tp -o2 , o , gi pp{{`` : • . r . ,. F+i.. a ..,,'<:.a� +t'Pa'tavaw „ - �..«a „ xu >: >u• n.w ..... .— ... w . » , �..+ �.+ r+ nw+. syel' 20VA d1A'f Veit kr+ 1 . W?Y ■ ■ . -..... , , ,- ■ • .... / ■ Z < , . \ / 1-• Z no. W ii. 6 g ' ,- --r5u-- t , , -^-,---,-- -- s •,----- , _ •••.;--m------,--- ...I 0 0 , cn 0 INSPECTION RECORD 1 12a...... co w tu i 1 Approved per applicable codes. 0 Corrections required prior to approval. II / ." Z • '.. COMMENTS: ..,." ILI on %.... . . - • 1 ...N r kr‘; -1- Oerw-kip., te.4e . - Z I ... , . ' 0- 4, -- — (3 7- v.h4 1 . ' .. ... , ; ' . .,....._ - • ,,i,,.,,-k . ; ,; i u2:4 r,m il ,,,,, , ,•• Inspe e r: a> Date: , c IN -s.:Vi r -12-A-%j SPE 10 EE R ,, '7 0 ,1 -0; : El 7.00 RE 1 to inspection, fee must be aaid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . --- , Receipt No.: Date: VILTSFAri S . ••,. ' i.: r: ''..,:.::„...- ...„ ...,_......._i_....... ...:..z....,./ .,:' • !.....,...L............,„...... . ... _ , ,Q, ,i,' ,,, %-.00, 4 , , 'It ■,, , z 1• > 1l' CL w r - _,..... -,. _,:..--,�. _ r ,._ - -- -J 0 0 0 0 INSPECTION RECORD a _� 3 �, w = o i Retain cy`w►th permit M LL INSPECTION NO, PERMIT NO. w 0 y. CITY OF TUKWILA, BUILDING DIVISION 2 6300 Southcenter Blvd‘, # 98188 (206)431 -3670. g Q IL, Project: Type of In p ction: co 0 : f.K ) -h -I, _113 , - &v Pi ned = d . w Addr \ % Date Called: Z H F 1 03 '9L �� 1 � ,/ *: ; t— o ,-: Special Instructions: Date Wanted: ) Z I— I I/ h r `� t» Ia -:, )() p.m. W W UC ( Re q ter: 0 0 4' )2& --Th(e w s-Pe rY -1 ci K o co Phone No: 0 I•- R: 6 5V-asE w w . ±' \ I Y`� I I Approved per applicable codes. 0 Corrections required prior to a pproval. tL 0 COMMENTS: w z U= c" /2i i - fl i1 �s--� -,,, Z 1- i y I 0 5"1 -i jam t ` I ` r . ' — $ /Zl f)-, f 1, , I' 4 Wine I ' I 72)J( . 0 .572-1/3 1� 7 I S r , ;: ' t ' . ' �/l k� n ,, t at . ( fA Inspector: Date: ". ,.' i f I El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ' ' ' irm . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -- Receipt No Date: .lt 4 ' r , t I - .- �1.6 r 6. 1 ti t Z \.. . ,. (H J U EMI INSPECTION RECORD. co o Retain a copy with permit t _ 3 _ INSPE le N NO. n:, PE' " co � CITY OF TUKWILA BUILDING DIVISION 4 w O 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 g 64 Pr ' ct: Ty e of, nspect'on: LL Q co D Add s : - Date Called• H W f o3 L1 t ii ��f Z 1 Special Instructions: Date Wanted: S //3fb2' p.m. W0 :_. f sT. U) Requested• ( ? . Phone No U N e ( j 72 -2410 oi_ = w pproved per applicable codes. ❑ Corrections required prior to approval. F- U COMMENTS: . , L I O . W Z . 0 — H � 0 :• 4• i .� F { �;,y X 5 1 F.' ry �I7 Inspector' Date: t ` •' S— ' ELI' 03 {'Y 4.1441:4 $ 47 . 00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i • paid at 6300 So Blvd., Suite 100. Call to schedule reinspection. • fJ, is 1 Receipt No.: Date: .�;•i .a...i•: x. :w,y'n' = asG ..,,. •;li.�la r• iSt.�srtivaro r eLty '; v.,..., 1 . -- v..cr - -,1 I e*" _ L •\ I .. . ... ) Z < . \,, , .1■•• Z uJ W .c 6 5 ....1 o O 0 co ci INSPECTION RECORD w Lu w i -J '- Retain Zaicm permit , co IL INSPECTION NO. PERMIT NO , uj 0 CITY OF TUKWILA BUILDING DIVISION 2 6300 Southcenter Blvch, #1.00:<Tuklkil,WA 981 88 (206)431-3670 g D u_ Project: Type of Inpcction: --Dn U) a4K - mes -). 43 1-'1-0 1 Address: 1 ' Date Called: , II — 0 I 1„2,9 #3 A ts/) 0=5 R/10 Special Instructions: AAA Date Wanted: , )e3 W . 170 0 Z 1— OS go...5 ( LU . Ca I i i I p... h r i Requnt 2 D D 0 be-roc IT'sPec+r-//‘ ry A i.b:).64..K , 8w ___'..__.... Phone No: t- ,- 1- N Approved per applicable codes. 0 Corrections required prior to approval. IL. " COMMENTS: iii Z w C.) ji 421/(53 4 z 0 51 P-* 1' I' - -9 5/2_1/c.)1 , ' I. . 1' . , k . ' OP 72)I($ 1 ‚I , 'r. r•,,,' . 1 512.1/3 -ft, A 71(1.-Q-.-- rr . i 11 p„,4 i Inspector: Date: 11 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: I t 401101 ' 03524. 0Megaganlgail } 1 ; p ,.` , Z l.. ,I. W . . re ac INSPECTION RECORD �o'� N W � W= Retain a copy with permit 3 l U) u_ I• INSPECTION NO. PERMITr I • CITY OF TUKWILA BUILDING DIVISION •'" 2 • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)4 1 -3670 g Q Pro : Type a ttLf ' � e p�� r ( id a lb �� N - rg Address: Date Called: W Special Instructions Date Wanted: �� 1_0 p.m. W W Requester: D C I U Ph'ne ,O— . 2. 1) 19 372 - dig b MI W W U pproved per applicable codes. El Corrections required prior to approval. IL ~ O. ? ... ..... .. .. ... .. • • !A -r.n cJ da wdi44..SvS, _.:kr ar/ Uh a.4 2 i :JRf'., , 7-,?4, , „,v1:6 ■ r .-- , e- :\ • Z 11 —,4v01`,11-,-..-:.;=,- t "`. ... .. �' , Z LU c 1. : . ; INSPECTION RECORD o 0 0 Retain a copy with permit +-� J = INSPECTION NO. PERMIT N O/ , ! — CITY OF TUKWILA BUILDING DIVISION • •'* f 41 w o ■ • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31- 3670. 2 Project: Type of Ins /ection: 1 ,"" - f \vH IV',J-4, . g Q Addce,�s I DV (*le- Ho r'x S Lcs_u ir-: "- 1 . :i ; = d :.� 0 3 Date Called* (a A v S d _ i (3) 0's F. W Special Instructions: Date Wanted: a.m. Z F' 3 1 1c )0s p.m. s. ZO Requester: j Q a .t . Phone No: 0 N moo(, — R72 - - 228 / O— 0 I— Ill Approved per applicable codes. El Corrections required prior to approval. F=- U • I— COMMENTS: {� U- O . ad" N rY' y -IM I NJ � p0 0 S z . , f 1 I (: y` - t ai ` w 4 }[vr_ TT , P" n 1 ^ Yy" f p • to r: Da 1 s �. �• f - .- te: l 0 � c,t" . J i r i $47.00 REINSPECT!. N FEE REQUIRED Prior to inspection, fee must be Orr- r, I I paid at 6300 Southcenter Blvd., Suite 10. Call to schedule reinspection. , R 'ceipt No.: Date: Ff 1;: ^ � . ' ,,, - Itr V i-, , ...,7 7 ,-..1 , „ w . 163.,..**,6, 10.∎,.l.. si(,A,is. 0. .„ i 4,,,,4 . -.4x4, .*.1T*. tu^_ :'.�. — _::i+>z :ua:rrr... ....ail..., - r..... .._ . . . • . . d.. 4't ,00,,A6441,1WitS.4"1V!0,4tik stria 40...., iFY,' Wrilrr ,'tve z= 9ti.'SatiJ ;.; nw..t P ■ + . - , , ,\ , Z �• ,H Z re . 0 0 INSPECTION RECORD w = -��,5 J Retain a copy with permit < co ' INSPECTION NO. PERMI • • tlJ 0 1 . CITY OF TUKWILA BUILDING DIVISION ' I 2 t 6 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Q ,I P ect: Type of Inspection: cn ) I e : Date Calle / 1._ W D., ` Ali rIg l 1— O I' Special Instructions: Date Want d cl i_ uj /4/ 0 Reque;ter D p .. V1 r IS o . :' Phone : +... , ( p — ; p 7a - ?,2 x / W w 1- U A pproved per applicable codes. 0 Corrections required prior to approval. LL. W Z COMMENTS: , CO U 0 I-- Z s 1 i L , I •• .. k I $ � ,.t spe r: Date• i4 ' / ? ..4...-1-4 1 _,?//Vl '. , ',;, 1 47.00 REINSPE ION FEE REQUIRE rior to inspection, fee must be ` paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No.: Date: 4 Liq ti v..1.1.1.2:r.., . . , ..... I . - - . . ..,- Z \ i.- Z ui r4 2 :fV,T ‘''''''• ‘'' -. ' , - " - : - , . . , . . . 6= 00 :•.....- ..: • .,: , . • r ..,, .. ,,.,,,,..: : ., }.,,;::,:-.:- :.:„ .. • INSPECTION RECORD LLI i . ., . D021 ! ;;;::: ..! ! ' - Retain a copy with permit c I o ..:,- . . • INSPECTION NO PERMIT NO. 0 W C ITY OF TUKWILA BUILDING DIVISION i 2 g 5 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 u. < p Project: r., oa , , ks H omes rtornes Type of Inspectionsp ,_ tu Address: • )22 460) Ave s Date Called: 2 _ 28 03 i •••,•:-'•,:-.. . 1- 0 -,;..• Special Instruct it 4 ions: . Date Wanted: .'s• :-.. . . . o3 03 . P.m. •!' LLI u.) 2 D Requester:eh • n (3 rig 0 — Phone No: 206 - 372 —2 2g 1 0 I-- : , I i l." Lid ' ' '. '1 . ' . . I— 1---• Approved per applicable codes. Corrections required prior to approval. , . . COMMENTS:- - — I %c. 41 ) C fn4A 0-4Q 1 C.- cL,.Le V-LA4 , \ 6/ 4/,, / :,,:,.. il 4 111,\ o i z ' . / =., ; ''' : ( :-CMCIve, —6„------1 e-- , - A : 1/44) -.1 c.),A 76 M e,)-- , ./ C)41)\ o .es 4p t : ( ':,., l - ici k 1- i( i ;1, ,. . A _ ,;,_ .,-,' " C Vevv=, (rill': l,iii4 -- 44.1.s.41 ca r 1 ; , . , , , j r i. 1 i ,..„..,,, , ' . - Inspector: Date: '. i i'itrecWigi ,,. ..,.. , . 6,..) 3 jtv o I. iv, ;34.! vvie4 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be , -,,,,.......,..„, • . F ' P ' paid at b300 SOuthcenter Blvd., Suite 100. Call to schedule reinspection. .1.„,,,,,v. • Receipt No Date: ;\ • , f , ,. • ' i . k!..,.; t , ..u. , „,,, 4 ;:, • YA1114it,,t1,:-.6,1;),,,,AZ,g,..kVf.+"44.%?,tAiL6i4/M.,,..,4,,,.., :+at;.,..cw,,,„ , ■ .- • — , ..., "-- _____ - - ,.. . . • • ■ Z < • Il 1,. 11.1 re 2 6 D _Jo - -,- . ' .-..-. ' .-. 7 .......... '' ....-..-- " ...... '''''.'..^. '''.-"..."....'....^,....." "....".",....'..... -• C) 0 • U) CI U) W INSPECTION RECORD J.,Th od - 135 I Retain a copy with permit m u ; . INSPECTION NO. PERMIT NO. ' uj • ; CITY OF TUKWILA BUILDING DIVISION 2 • 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 IL < • Project: Type of Inspection: CO D • a4 t< — b `/3 Wm P - f a I-- Ili I Address: Date Called: Z I— I ??0.3 4 7 1 6 ,4 --S 0..2 id V/c) , 1.- o Z I-- Special Instructions: Date Wanted: • i ILI uj Oc) id:Si 43 (gP.D. 2 D D 0 : cL,t-C- / -y- )1 ,- ) 'n Reques.tgi 0 - 1.- . Phone No: • Q il l I o • 3 [D Approved per applicable codes. El Corrections required prior to approN;al. . t Z v/COMMENTS: _ ur ,-.... I= J- , Z . . • 04 1 44Th -0 dS CS it kk-d iv , Lt 024-tr la LiNt.:, to. t )c viy\ ,,,,,, w/ cc,A^c A.. ,_ ,--r-Ag,.. y.:Lo V ( 4 f\ .-4.j■ LQ T 0 C(AA ' 1, D . / , iii vn- • ky (r t,_ (-6 0( LQ.k ) cl.tA c).0.6...-t„, 1 . 02- "4 ( c r_ Cii 1/4/./ 5 rill A. 01 / 7 4 eff" - 7 ar.d /An .6 _.. . .. . ,.,._ 1 t ,,„.N,....,...y , ....,,ii ,A.,... Y7. TARpoe; , iltile,,4 1 1 R4 r t, 9 ■ ,1 4'),;1.(.. , .:t 4 ; I Inspector: Date: • • r5 -2(7.5/03 toot,. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be • I " --1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Ll...,..1 ,.. —, c........14:. , 4,.... , ■ . . r , I' .. . - , , _ .. *.\ . . . ' Z , 1 \... 1-- Z U.1 CL 2 6 D -1 0 .. 6,,,. ■ t.) 0 INSPECTION RECORD iiiit, 0 ,. u) Ili .. . I 1 v Retain a copy with permit 1i, -- —J 1-- INSPECTION NO. PERMIT NOgit CO u_ uj 0 : CITY OF TUKWILA BUILDING DIVISION ., p 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 1- 670 2 g :1 P [ 'ect: r t a-- t V-" u f , ir..,- tblikirype of l i VII\ ( r161 IL < D. a Alclevybi3 1/to Av s Date Calle ....z.)0,... (123 II = Special Instructions: Date Wante ' 0111 I- , U.1 ill • Requester'. 2 Z ':- D CI ebriS 0 c o Phone/Nor 8 r _ g- . Approved per applicable codes. &Corrections required prior to approval. I- ,--. P-- COMMENTS: ., Z Lu w f -. '\ -It- D 0 — , — I rpr rr c>.-i toyt 5 .c. u i , WA See i - 1-e Mc , ) t i . ° --- -1 1 %; t .44-e . . - , , . ..,,.„...„,..,..... :4,:?xin , 1- 4A - 40.4.0 Inspecto . , Date: 2 2 1-0 3 r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4 ...........„......,...........,.......,.._.."...„3„....t...,, ,,..,...„,,,,,,, , 'e A,LAIrirA A'. , .tr.4$ , , ■:i 0 • • . . - . , _ „ .---, . _ . '.., , - . .. • _.- ' Z , 11- W LL/ COMMENTS: . Z Lii 0 1.—_- i -- I— CA 50 57.),c r )Cf WO 1 50'2 ' ' , , Z l e it-. 7. (.-ur • 4 '-, t";--ikia //,e / G6 ne- 79...9,1 att4it.su4 . i( /&-ei /617-g t7.7 r _et-i—e-• .. ..- . . . , . . . -.. Orli F i ! , I 1 1: rsl i I i Inspector: 4 u Date: .z ,,'''':"—: • '10 i 0$47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be tRittAirl . I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . • 1 Receipt No.: Date: •lAI • 1,:zp 1 1 . ' 4,:...-.:.....,,...f... , . . ‘..t, ..; ..._..., - ' ' - '''.:-.4'.1'.' "Ccr"MiANIA4YXMkt?..Pclact '.4 ;■ c'2,1 :4 c'c' q c ' , 4 "Th,' ; c .... +( I Ii . J U « :.. , N W INSPECTION RECORD w W Retain a copy with permit d -pod v,1 INSPECTION NO. PERMIT N0. t!J 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 u „ Q Proj t: Type of Inspection: N D 6Gc i1 Y���- �� �� ,SSA I- w Address: Date Called: Z H 1.ah3 Yq Ave S a1f31 r03 zo • Special Instructions: Date Wanted: S j n0uY1 ' ()I /31 /03 c ell -I- e. L��� Requester: D O - f'° u C lY1 ad wor u) T Pt sc 0I/1 Ph ne No: W W aAp proved per applicable codes. El Corrections required prior to approval. LL. Z ',.; L COMMENTS: U CO ,, 0 f- Z s5 2/ X0 E. fc.c .x'7,.4, t. 1.c:} . ...` (0" r.. •NL.p 1 fNAA T., TirE LI-1\ lor. Li 1/1. 1 j ,. i _.,1 I/ '' a r M 4(a S1 a { 1 ( \]� t� .. - J -- \ o/ 1 Ill ;,J " [ t ' � •� . cp-- i-.. 1 , „„..,,,,,:: 1 ,.... a3 � , . 1, ' ( .. , ..,, 1 ra . , IAN - 'did ' Inspector: ' „ r, Date: i7 -: ri 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be awl }, . paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,' � f R eceipt No,. Date: , '' "' . , , «! )a.a,}krAkY+. vM,, t 1iV )., .,,,,+, , ,,,V,. 5"-4,,,!..v.,„,,,,,,,,..;......„,........ "} +v'ia'+,1d "� a - : { T I I •■_-- _ - r. ' - '''''''.: 7 I.:. - --'' :--''''' - , - ..: : ''j '''':':::: 2 ::,; '.:'. ' .2 fr •::1-..;:-,.!11;=:-„--,-1.'",••.,.:,,' :"-::„.':.-,-.-; - .. ...•-:•.:`, . ' i ". --,:.--,'.- : ".; 1 ,, -: . - '..j.•,; '- :.; L : .1 : ,-----,-----,— • ' „ - ' ' • -.'--. ' .:'• --' -:- '.----- '. ' -.;:''''.:C.'1''''': ...:;''..i:*:-:.:!;....-.::!::'.:1-....7.`":.r.-1;''''..':'-,i":."`-'''.::,:.-:,';'f';---';-..';':.?..-!.."....--- • f- .'...`...;:;•.."1."'*-.;:;:'":;_,',^''.'":.-.';'::.;.,":. i . 7, '' : 1 ; ; ..' .--,'-.'' . , - l • : -. - ',; '' l ... ' . : ' - ' " 'f : ; '' :: ,'' ".•'''•'- "..;:"' ';:''''.:5,- ..•'.....'•;' , ; .-- ; ; '•:-•-' ''..'-',' ';'..' .: :',•:-..:`, ; ;;;f: '., -:'-':..1.1`,-*--,',;,,-",•,-.. '.„; .: .., A....f 1 '...., ' ..!:',.• . --. .,..1 .f. 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[,...,... ,.„: . - gf`i:i'l,..!"§..:•::: rtf•-;:::::::=---2j;:-;.:'..:',',..7,.-:, . I . D U u M E EN T0 T I FRAM . E IS LESS i I: ,. _.::1 12.,...:,, 11-_,, :-..,-.: ..,....,..i..-.‘',.•;:*.z::: .1.: '74 ---'.: '-'' 1- ,-- • ' ..,...„,,,. -.v. , • - _of _ . - - , ' -- ..."---- , ,.., : 1 L Li - 1' ;':, ' - . : ,.--,:...: . , 1:,, Inspector: . : ,. ( j Date: '1 PM Mt ;01 46/ 7 , i EA" $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 7 ) lith'i;p paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. oitya.i4s. . •"'-' : Receipt No Date: ,.. ..,$ 1 LIM f 1 .,""..44v,:-...• , i . ( ft • \ ' Z \ .■ , ,I... Z ILU CL 2 • 6 D ' . INSPECTION RECORD • co LL, ...„- , w i do Retain a copy with permit Mel -J 1.- U) INSPE $ • N NO. PER a ID / alll'' aj 0 CITY OF TUKWILA BUILDING DIVISION ' • . I, r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 0)4 1-3670 2 k 5 . u.. a 1 Pr_oject: // , Typejb) Inspect n: .4 //v-- i 1,e941 U) P - pra i M_744,S Ad11 3 b /1.11 ....c Date Call : 1 — 7 — ‘31." r ),. , . ;` ' Z '''‘f ■ 1- 1- ft ' g ` - INSPECTION RECORD J a, Retain a copy with permit 2 i N LL INSPECTION NO. PERMIT S. O + - ,= _ ` - Z 1— Z re 2 .. q INSPECTION RECORD w Retain a copy with permit INSPECTION NO. -• - PERMIT N•e. I.- CITY OF TUKWILA BUILDING DIVISION w CO 11. P i ;. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 2 Projec o k 1 .g- L` 3 Type of Inspection: LL Q CO D I Address: H Date Called: ' _ + I a Special Instructions: Date Wanted: a.m. '— \--1-03 p.m. Z OI— Requester: '`. I uj Till Phone No: 0 (A .; 0 I- ■ f W W El Approved per applicable codes. r( orrections required prior to approval. COMMENTS: 0 � • � Gr CCU c4 (/1(1�( L L 111 Z N O Z e.l GctrCAG,P ca h cl I'pA wall Qv-v.1.,�- \o - - vrnl,o S Au-\ G v l e WO SiPr , C�I I � ( - (' tt 1 A I$ w i1 S5.�1 >ry pe r 3 14'6 �f sCi d v Cr S : P kA*P hey( 1/\3 i' Ti ? Y h � U ,. 0 k \-PsS SW -: 1,n re& • I ,c ∎c4e S \Pww 4 IOW VAG i 1. rr — 0 V. 4 2 ,. s ' i, 1._, Ins ector: Date: Pill A t ,,ctiv,,Siir.. i i $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be l „. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. �� � 1 Receipt No.: Date: rr � , ' I . F is k 's`, r -t .,..r;, ti.. i ' . `r' . f i � +:,',i.r��`'`i-r�It�cL: P��c^ .>;�Y ^ ^.:... 5��.1.,i.J; ..``�•.it:s..t 'r i: :i�:i » °xu7C?k+�!a�G', ' SiisL ":ti�.�wnSc�o:.�e�niLv , , Ile" , h , . :' SRaV .{. , :: 0 , . %R1i a,.l; 4e , ;;ro,! ":z 1 - . " ` Z Q I.. \. ; Z " f - .- QQ E . 0 0 co INSPECTION RECORD .-. 1 ECORD 1 w w Retain a copy with permit _' 3 ' � n I INSPE ION NO. PERMIT ' • 0 { CITY OF TUKWILA BUILDING DIVISION , < 4 0 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g Project: 7., I Type of Inspection: N a (moth, car ,,4 Address* Date Called: 1 ` Z H RI /O3 1 "/& ,4v. - C -0.0q I— o Special Instructions: Date Wanted: W I— / -&O2 Cp?m. ..� w Requester U 0 A .t /ii/ • co Phone ✓N]o: O I- , l Qc( /W' 47, --. 286 = U I- proved per applicable codes. 0 Corrections required prior to approval. u ~O COMME , .S: V N ` 0 Z \, . '490 r.,;. ` In pec Date • ts�� 6 ; 4 ,� A Ai/1"...1/41. / cre..c_ ,/b-ei . / ' Z- ' -- lc: , 47.00 REINSPECT N FEE REQUIRED. Pilot* to inspection, fee must be x., y paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 V ,y,,,,r ' Receipt No.: Date:,,' ^�,,; {J } i ' = � � i• 44444e4.4...ww.r.r....s ''b'' *a' .,L., , •� ' y . 7 .3Y YN;. , , , ■ a":• :'+ � �' :S.'Ci'A:4�1 �.t1`x'- Xv',"1c.� �, R: [YV� �iWifF,.t Fk�t 1• •Z ':': T . , .... ■ . .. ■ 4. • .... ■ ■ Z k 1 \J• Uml r‘ "g 6 5 , , -I 0 : ./ ' 1 t klS- 0 0 co 0 . / , co u,i la i INSPECTION RECORD MAW% ''''' 111ilear ,„ • Ili g : CO U. Retain a copy with permit u i 0 INSPECTION NO. 0 ER IT NO. I'. 2 ?- CITY OF TUKWILA BUILDING DIVISION .r., I 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 ': cr) D — 0 P .'ect: 4 - RP Typ- of Inspection: , i' I " i al A . ..il.. ro, h ' 1 - - ,,Iip,' iiii / ,. , , I • 4 I All . . 1 1— M; Date calleo # a 1 - 0 WC 0 i A _ u-I Ill Special instructions: Date wanted: I i! , 0), p.m. i C) Request9x.:/ - .,. 0 u) — GI 1— ... ., • L.Ye4.fr P on III 'Li , i 0 D ' 5 -2 1 , Approved per applicable codes. l •rrections required prior to approval. Lu w • COMMENTS: P - 4 o , z LS ,ct, 1 t-.) hc 44- i o )-\ , , ‘ ,, ... ,..,I. * f +, 1 'y , ;',,- '':i ■•• ''' et : .Z 34 ‘t z j i -,c4IVAt.Vr, . ■ , 4.4.....,,,,,..a..4 - 4 ' • Inspector:` j2 j? c 1? nivv, L Date: 1 \ _) ` 02 . r i ro a t-i i flOMS . 1 . El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid , r.L.4 at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i , rWr,71.7 I Receipt No: Date: ,ev„ka„,e4 } T , , , . ; .,t,t,,„:„., , ,,,..„,,,,,,.44,44..,„,vg .., 'P. :14■Zy a 4 ',51,1r,`,, 1 ( ...."'""'"'"'°".."'..'" . ./ , • . Z CL ILI Z \ , �Z u ILI ,4-4."-- . _ :..: r. 7:n; �:::.: 1 � . .i..` ....':.... • a . "� • _ >ar, +,.;rdt .. 3 r;rE:w Yez "s£a;�d({!. ;;r. , LIA.,: 2- 1 , INSPECTION RECORD is , Retain a copy with permit 11113 c/ INSPECTION NO. PERMIF NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Pr9jec Type pfinspe 1 . AdOress: Date Called: .7.:20 z /6 - 1 4, Special Instructions: Date Wanted: ' (a•m. • 4-07 L%E----) "i/ p.m. Requester: Phone No:. ... . flz r 1' Approved per applicable codes. El Corrections required prior to approval. COMMENTS: - 70 e Yv\(\ c vv■i) C1' k Inspector": \2 Date: ‘s, I.D - $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1Date: . - I ,,\ ,l .1 , ,,,i .„:„,„„.,„ ,, Doi. 1350 „,,,,,.,., ill 4 :'''',1 NMI WM MP , `1:.un.xi ...,. ,... . ,... ... ... � ■ { 4 l • .. 1 ,.„ ~\ *1 J� ILA � ..� ' �� '..y City of _ O= o ; O ' f Tukivila Ste ven M. Mullet, Mayor V °•. ; i 2 - Department of Community Development Steve Lancaster Director '' o 7908 - -- . z d June 10, 2002 , 4 , i ce ~w Darryl Doak D 1 119174th Ave SW U0 Seattle, WA 98146 N p wa -I 1- RE: CORRECTION LETTER #1 w O ` Development Permit Application Number D02 -135 2 Doak Home Lot 43 g 12201 46 Ave S N = w Dear Mr. Doak: z H i- O This letter is to inform you of corrections that must be addressed before your development permit can be w w approved. All correction requests from each department must be addressed at the same time and v o reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, O - the Planning, Fire and Building Departments have no comments. al_ iw ' Please address the attached comments in an itemized format with applicable revised plans, 1... H u. specifications, and /or other documentation. The City requires that four (4) complete sets of revised z plans, specifications and /or other documentation be resubmitted with the appropriate revision v w block. F-. H O z In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 1 If you have any questions, please contact me at (206) 431 -3684. 1 3 • Sincerely, kktilit/tei (t I Kathryn A. Stetson Permit Technician - :' 'y;' ` xc: File No. D02 -135 ' #�t �� F °'d�Y �cJ y i }p5'Lt S t1lSX x .i' r 4' ?i�'Pa'- �af'c t 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 t =:ro s ' [ . G..:. - , y . ... r ..'Jt._ ..F.a...a: nip - �1..'n.s ..a: '.'i .Y.... s .ist.. *'•sw1Ses*sn n..rwww .. .. . . ._ -. .... _ .........awu..a,v STS;N/AAYA D . n 5. a . . , , -- _ --- .. .. .. L .C4 L`:.ae...m..u.,,.,..... ...w.w,,, w +..,.... 5fMflM .Le.wL! r .x/M. Mtr.•v. LL .. ....... .. LL ".1 w .' ^, { 1 ' 1 ' CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS z Project Name: Doak Homes ;F- z re al 12201 46 Ave S t 4 12203 46th Ave. S. Lot 44 _1 o File #: D02 -135 Comment #1 w I ' D02-136 Comment #1 w Date: 06.04.02 g J LL Q: om: Reviewer: L. Jill Mosqueda, P.E. N _ I— al z z g n The City Of Tukwila Public Works Department has the following o comments regarding your application for the above permit. Please w contact Jill Mosqueda at (206) 433 -0179, if you have any questions v : ( regarding the following comments. o 1 1. Provide credentials per King County Surface Water Design Manual llio for soils investigation. Chapter 5 and excerpt from App. C o attached. `}-o Lc - r �{ z 2. Provide revised plans per marked-up sheets 1-3, ' P P P , attached. Return marked -up drawings with response to comments. a kk et'- - to f or - • v�< 1VUCL v.Te ✓■c.s. C z 0 uP_ e_ GtAScP ��a • E { e 4 , 1 , 1 i , r - Projects /SFR/D02 -135, 136 Doak Comm 1 1 ,, -..�? .e.r •vow' .►v +++xn ...«....,......« s,«,,.,... w.M_ ......,..,.w..w»v,4.,..a»:.+x, -- - - ,•` 0 ILA, y 1 ; '', , �' _ �; ; City of Tukivila y 0 : ' ` 2 - Steven M. Mullet, Mayor • d .. t a4�1� ; Department of Community Development Steve Lancaster � Director , , i t ....... 1908 _ ; z May 17, 2002 ' H z �W. ' Darryl Doak 6 = 11917 4th AvSW U0 { Seattle, WA 98146 to W W I : RE: Letter of Incomplete Application #1 co LL, Development Permit Application Number D02 -135 ' ui 0 Doak Homes, Lot 43 2 122XX46AvS u-Q w d . Dear Mr. Doak: H w I T his letter is to inform you that your permit application received at the City of Tukwila Permit Center on f- O Z F-: M ay 14, 2002, is determined to be incomplete. Before your permit application can begin the plan review W tu . process the following items need to be addressed. M p o 0 f- I Planning Division Carol Lumb, Sr. Planner 206/431 -3661 z W ' F-- i= 1. See attached memo. LL . z W tn 0 — Please address the attached comments in an itemized format with applicable revised plans, specifications, F= H and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications . z and /or other documentation be resubmitted with the appropriate revision block. E In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I 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 Sincerely, , l a) ,r - _ . Kathryn A. Stetson %° v 7,,, ; Permit Technician `'i ti, iHx { iaX encl File: Permit File No. D02 -135 - ...N -4 4 NI ,- , _ ':_ , t i y 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax 206 - 431 -3665 ' 1 rs;:j ,1. .. r. .... /: ., .,..., .r ..a.l. n.•. , 8.5 :. . ,.......... •fix+. .. , .., ... ,,,. .. ,... -.... ... .... .. .. ,......n >wr� -m in _vr+.r . ,.. ' -- - . ��.., -- 081 1t.A, ii; s • -- j.. City of Tukwila � , _'�. -,� �� �r \ ,; � ' ; Steven M. Mullet, Mayor ,, WL X11/ \� 7 N • i1: Department of Community Development Steve Lancaster, Director 1908 • z PLANNING DIVISION COMMENTS , 1 J.- w f I - i • • w ,, r Y " + 1 Z a, S ,i_ r4 111 J V 00 CO 0 w= y J F- $ CO tL il s Return Address: Doak Homes, Inc. 2 11917 — 4 Avenue SW ga J Seattle, WA 98146 u- a f 1— ?� Title: PRIVATE DRAINAGE EASEMENT z 0 I Reference Numbers: VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING w • w o COUNTY, WASHINGTON. o 0 H wW ▪ 0 Grantor: DOAK HOMES, INC. u. f= — o LII Grantee: DOAK HOMES, INC. 0 z o I- 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 . 1 COUNTY, WASHINGTON. 1 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 f COUNTY, WASHINGTON. . TAX ACCOUNT NUMBERS: 017900 - ( LOT 43) s"- t ,', ) RECEIVED ' +?� �,,;, ;- 017900 - O (LOT 44) C IT Y of TUKWILA .1 ;k , ?' ( MAY 1 4 2002 .1."- ,,7 ri sr I',.. PERMIT CENTER ,1i `,'' �'' ;;._.� { +'.4�'y x4 It it �:} i 1 1: }: o s o 42,...1 3 �vw...,....,.. 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 TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, e: g PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. IL n 0 1 For and in consideration of the mutual covenants and agreements hereinafter expressed and w tu other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, -J LL the parties hereto agree as follows: w O 1. The owners of the above described land do hereby define, declare, grant and g u_ Q ' convey to the present and future owners (Grantee) of the land described as follows: CO a = W 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 Do non - exclusive perpetual Drainage Easement over, across, along, upon and under that U co P� g g� P p i- portion of said Grantors land described as follows: w 5 1 0 TH E EASTERLY 15.00 FEET OF LOT 44, BLOCK 4, ALLENTOWN ADDITION TO THE u� z CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME tii N 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. o 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. y ' 3. The amount and type of maintenance to be performed on the drainage facilities shall be , determined by majority vote of the lot owners using the facility. Each lot shall have one `' p vote regardless of the number of owners owning any lot.° 4. For the purpose of maintaining the drainage facility within said easement, each fee simple " ' ` owner using the drainage facility shall be assessed a proportional share of the actual cost of :�� "..0-4, ., such maintenance. Such assessment, together with interest thereon, and costs of collection .t ' ==N }= tz r "� I , .. "+i �y. 1"� < ca. , .. 3 ;, :270,j li _ 1 . , • as herein provided, shall be a charge and become a continuing lien on the owner(s) land on { which assessment is made and shall be the personal obligation of said owner(s) at the time the costs are incurred which form the basis of the assessment. If any assessment is not paid , within thirty (30) days after it is due, the assessment shall bear interest from the due date at the rate of twelve percent (12 %) per annum and any of the said owner(s) may bring an z action at law against the person or persons obligated to pay the assessment and interest, i • • costs and reasonable attorneys fees of any such action shall be added to the amount of such ~ w ass essment and all such costs shall be included in any judgment. The lien of the charges v provided for in this instrument shall be subordinate to the lien of any bonafide mortgage or U 0 } deed of trust. w w 5. The herein easement and covenants may be amended only upon the written agreement of the Grantor and Grantee herein. N w w0 2 This easement shall run with the land and shall be binding on all parties having or acquiring any g right, title, or interest in the land described herein or any part thereof. c0 d I- z , DOAK HOMES, INC. z o Owner of Lots 43 & 44 w 2 w U � 4f ij 2 J I ( co by: Darryl E. Doak, Sr., President t=- �. u. (3 STATE OF WASHINGTON ) v )ss. 1 F COUNTY OF VIP ) z I certify that I know or have satisfactory evidence that Darryl E. Doak, Sr. is the person who . y appeared before me, and said person acknowledged that he signed this instrument, on oath . stated that he was authorized to execute the instrument, and acknowledged it as the president of Doak Homes, Inc., a Washington corporation, to be the free and voluntary act and deed of . such party for the uses and purposes therein mentioned in the instrument. M ' Given under my hand and official seal this i 7 D day of I ' \ Al 2002. t • bib . ._ 1 otary Publi in and for t e State of ,,,,0 . ' ` t r . Washington, residing at i CD • h t l' Appointment expires: 1� m - .., . °.;r; ,,: gR F [;; j '- r,..:;',, ^A : t , .. • UTILITY EASEMENT AGREEMENT THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned, owner(s) (Grantor) in fee simple of the land described as follows: 1 w ` 5 LOTS 43 AND 44, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, re j AC TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, -I o PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. N o co J = For and in consideration of the mutual covenants and agreements hereinafter expressed and co other good and valuable consideration, in hand paid, receipt of which is hereby acknowledged, 0 the parties hereto agree as follows: gQ 1. The owners of the above described land do hereby define, declare, grant and i d convey to the present and future owners (Grantee) of the land described as follows: ? LOTS 43 AND 44, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, w O tu ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. o N A non - exclusive perpetual Utility Easement over, across, along, in, upon and under that = portion of said Grantors land described as follows: F- ..z THE SOUTHERLY 5.00 FEET OF THE EASTERLY 50.00 FEET OF LOT 44, BLOCK 4, v ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT o I THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING Z COUNTY, 'WASHINGTON; TOGETHER WITH THE NORTHERLY 5.00 FEET OF THE EASTERLY 50.00 FEET OF LOT 43, 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. • 1 � 2. This easement is for the sole purpose of the construction, use, and maintenance of utilities, . together with the right of ingress and egress for said construction, use and maintenance. 3. Said easement is subject to a utilities easement in favor of any electric, telephone, television cable, gas, water, or sewer company, public or private, or their permittees or assigns to install, construct, operate, maintain, alter, and repair their respective utilities for servicing grantees 4 ;, , g' property, together with the right of ingress and egress for said purposes. ; F, > :;fin 4. Routine maintenance and repair costs of the utilities constructed within said Utility Easement shall be the sole responsibility of the owner of the lot serviced by the utility, unless the utility is jointly owned and/or used by more than one lot. The maintenance /repair costs for any utility jointly owned and/or used by more than one lot will be divided equally between the hf, owners of lots that jointly own and /or use the utility. I .. ♦. 3 . .. •t'.fn1:4' +i ..e... t...—....a. .... .......... .....e.*- . ST1. •n'.e A{' SAM1`MhYlVfl* 1,,.;v..;.1.. .. .,.. ... 3K:.IY{ .'4k.16tpgNM' .r...r m.e.ww.w.c .a w{w .,f..Cfi MAIWtL...M.t. `rnN+In:J'1h4 {Ay'IhJ:`{1V .�'{VkHMkM1I .{' . — r. ,.\ 1 J 1 . WI 5. The amount and type of maintenance to be performed on any utility shall be determined by , majority vote of the lot owners using the utility. Each lot shall have one vote regardless of the number of owners owning any lot. The utilities shall at all times be maintained adequately to . provide the necessary utility service. z 6. The herein easement and agreements may be amended only with the written agreement of 1 z the Grantee herein. re � . This easement agreement shall run with the land and shall be binding on all parties having or v 0 acquiring any right, title, or interest in the land described herein or any part thereof. 2 = JI_ DOAK HOMES, INC. w o . Owner of Lots 43 & 44 2 u. ? 412/ t42JJ/ co = W by: Darryl E. Doak, Sr., President ? � ` STATE OF WASHINGTON ) w )ss. D o COUNTY OF 14INC, ) U o - 0 H. WW I certify that I know or have satisfactory evidence that Darryl E. Doak, Sr. is the person who i 0 appeared before me, and said person acknowledged that he signed this instrument, on oath IL p stated that he was authorized to execute the instrument, and acknowledged it as the president w of Doak Homes, Inc., a Washington corporation, to be the free and voluntary act and deed of I such party for the uses and purposes therein mentioned in the instrument. z Given under hand and official seal this I3 day of MA1 _ 2002. I MO. � Mary Publi in an• or thi State of Washington, residing at yClnrc C . . Appointment expires: 2 - I .4— O 5 :1 , L ; i5 ; 1- : '3 1: ,''''l , .', yt,t , FS ', i j •• :' ;ii ; ri‘i '. ,... ., , .. ........»._. _,....... ..r «x,,.v .mavr+ . m.wamurneamex¢vlr!'4I ... c. �x ;Jh + i - • r � LLI PERMIT CENTER QQ J U 0 N w= J DECLARATION OF COVENANT ASSOCIATED WITH - w 0 SINGLE FAMILY STORM WATER DRAINAGE FACILITY g In consideration of the approval of the City of Tukwila of a building permit relating to real N d property legally described as follows: ? �- LOTS 43, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, z o ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE LU o 100, RECORDS OF KING COUNTY, WASHINGTON. 0 o ,- Tax Parcel No. 017900- o 8'50 = v u . The undersigned, Grantor herein: Doak Homes, Inc., a Washington Corporation, as owner covenants and agrees that: v 1. The titleholders of the above described property shall assume all responsibility for the o cost of any maintenance and for repairs to the roof gutters, storm water conveyance, perforated tightline facilities existing on the above - described property. 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 . roof gutters, storm water conveyance and /or infiltration facilities existing on the above - described ? property, the director of the department of public works shall give the owner of the property 5 ; 4 ; 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 maintenance and /or repair is not completed within the time set by the director, the city may j perform the re uired maintenance and /or re air Written notice will be sent to the titleholders stating the city's intention to perform such maintenance. Maintenance work will not commence �`'`` °" , � = j j d'+ A • a .. .. ......,...iM, .v::.w4 .ticu.(ia:.e,E•.::....:u .v »1W:.i..:. ... •..r«r ....a +.•�.,....,,..+..... ». ... .. .. .. . � , • ! • - � , w 1 • A •-• t t I 1 i i ). °'QL % '1 i ')'?\-\- „,,,s.,, V ' v C D %\ . ),) , ) 1 r% c 4 n . s • J T I . �; j — a NOTICE: IF THE DOCUMENT IN THIS FRAME LESS CL - THAN � � N H , � H RAM LES EA 7 ” , �r THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. _ • .. 1 • � - � ,` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -135 DATE: 06 -10 -02 PROJECT NAME: Doak Homes Lot 43 Z \ i_z SITE ADDRESS: 12201 46 Av S re Original Plan Submittal Response to Incomplete Letter # w o It J H Response to Correction Letter #_ I Revision # After Permit Is Issued w \ w 0 DEPARTMENTS: ga 5 w? N0 Building Division ❑ ❑ Fire Prevention r Planning Division = w j H I Public Works t• Structural Permit Coordinator Z F MM AID& `7e• Lb•o2.• w o w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-11-02 v o i Complete � Incomplete n N ot Applicable P w W . 3 Comments: u ~ „ w 1 Permit Center Use Only O F = - INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Z I Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: { TUES /THURS ROUTING: . ■ . Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -09-02 - Approved Approved with Conditions 7 Not Approved (attach comments) ❑ ,, k: ; pp u ;: r a Notation: REVIEWER'S INITIALS: DATE: r `" " ` "r t4 Permit Center Use Only m, t� � ilv r CORRECTION LETTER MAILED: 1 { ' Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Oocumentshoutingstip,doc H �+ {w 2 -2802 I • g` +� PERMIT COORD copy �� c •.. z zz;ssa . _ ...... .., :w._ . ... .. .. ........_ ....................., .. w_..,..,4..,r, ,�, r .n �.,,......,..4.�.�.M.,.... .. .,.. .. , .� . A.' + I PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP P ACTIVITY NUMBER: D02 -135 DATE: 5 -14 -02 PROJECT NAME: DOAK HOMES - LOT 43 z l-z SITE ADDRESS: 122XX 46TH AVENUE SOUTH i W XX Original Plan Submittal Response to Incomplete Letter # _i 0 co 0 Response to Correction Letter # Revision # After Permit Is Issued 3 = i w0 2 DEPARTMENTS: _ g 5 6 2 d ' (,PL.. ►t 6 02 u.. Building Division 0 Fire Prev ntiQn 51 Planning Division Q H d ' ��11 W Public Works gi Structural ❑ Permit Coordinator z H ZO n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-16-02 2 Ill Q 1 U N i Complete ❑ Incomplete ❑ Not Applicable ❑ O - o 1-- Comments: W w U L I 0 Permit Center Use Only .. Z co INCOMPLETE LETTER MAILED: 5. 1 7' LETTER OF COMPLETENESS MAILED: U = Departments determined incomplete: Bldg ❑ Fire El Ping [' PW ❑ Staff Initials: tk h, Z TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: . • APPROVALS OR CORRECTIONS: DUE DATE: 6-13 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: 4 •a"� ^•' • J Permit Center Use Only F ■ y CORRECTION LETTER MAILED: mi Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: V4 , Y , A. . sa , 1 :, Documenlshouling slip.doc 2 -2802 +" a , "�1, „ , NINIIIIIMIIIMIMOMMI .., t� .� „�...r ..s,w..�.. _.._,�...._ ., ...,...._ . .. --. ( - ••` • �A...... ••wgsy , City of Tukwila , , � epartment of Community Development - Permit Center ' w r i c ,s Si - 6300 Southcenter Blvd, Suite 100 t ' ,� jig: 2. Tukwila, WA 98188 ., ' "•ti•N „ •w..... A . (206 - 3670 ' . rsos _ Z Entered in Sierra on ' '3•�Z ; ' � T , € • ( Vda!" i: . 06 /10 /02'vL? 7 „t 4 ItwWePami '��Y"•rew.r.- .e«..y'h•.» - . -, a.. , .. ,.., , ...... - ,... ,._„ ,... .... . ¢ — _ . - ' r r 11 .o , .1 0 �. sy ,, City of Tukwila 1 r �Z Department of Community Development Permit Center 1('e; ± )o - 6300 Southcenter Blvd, Suite 100 N 1 ..� i j l.. - Tukwila, WA 98188 '•� , 1 9 ---" % (206)431 -3670 ■ , •- - 0 \ • 1 .J,.�liu4, . NI. T City of Tukwila o i �r \ 2 ., Department of Community Development - Permit Center `'op ,�Y � I'{ 6300 Southcenter Blvd, Suite 100 � �t� ` 2. Tukwila, WA 98188 i a i _ (206)431 -3670 . i908 r i z I 't tlS ,' R J �S O' Bl1Vi TA ( ix , . ..., E .,..1. r V � T {L u- W ac Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted 0 co o through the mail, fax, etc. (0 W tu J � ¶: / 2 / O �- Plan Check/Permit - • w CO 0 Date: ` 1 C k/Permrt Number: D02 13 5 2 J k t Response to Incomplete Letter # / N a 0 Response to Correction Letter # 1- i 0 Revision # after Permit is Issued Z Z O O i;. 2? . Project Name: Doak Homes, Lot 43 0 1 22xx 46 Av S W w Project Address: = v H- � . } Contact Person: � i)�ier �� Phone Number:206 3 72--2.2110 ! Z o f Re / �e Summary . i � �l°�1'!t9[�E'� � / j? /�� � � vt � c� S 7� � !1 c�tct/v� U I AI p/ f P 12-e /2-/z ge'l te• a o PI I , 1 i i i . �1 ECEIVEd • 1 QE:T /►Lq I ibMAV i 1 .r ±2 . j phRMlr C E NTER 1 '1L1[1 r, Sheet Number(s): :,,,F4 'k;',;. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: SZ ` g� ■ 1 i la i 9M itf Entered in Sierra on �''� — , l `,. 05/17/02 i; 44 • .. .. .. # , , 1 • • GENERAL NOTES CONTRACTOR SHALL. VERIFY ALL. MOWING SITE FOR COMPLIANCE WITH •5 A?K_ TIONS. SITE CONOIT1ON5 INCLUDE. SOIL.. Y, REQUIRED = TBAC.KS Ahl2 IF APEUGADLE, E r.weisioN5 OP EASING `3- TRU'C"JRES AKD THEIR TR!JGTIRAL. AND MECHANICAL. COMPONENTS. TMt5 OFD A:... BE NOTIFIED PRIOR TO CONSTRUCTION OP EPAN .1E5, AMSIGUITi'E5 CR OM:5510N5 i t THE PLANS. EREETEN DiMENSIQNS TAKE PR.ECENCE 01e ER N6 SCALE, DETAILS TAKE PRECEDENCE OVER PLUM o! NATION VIEWS. ALL WORKMANSHIP MATERIALS AND INSTAL LED, TS SHALL *BEET OR EXCEED THE ACCEETFD INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM RECS./ R}`MENTS OF THE U.B.G., N.E.C.., P.G.. U.M.G.. AND ALL APPLICABLE LOCAL CODES, WHICH SHALL. TAKE PRECEDENCE OVER NOTES, SPECIFICATIONS AND DRAWINGS. 4. UNLESS A PROFESSIONAL SURVEY ACC.OMP.ANiIES THE PLANS, THE PLOT PLAN WAS DRAWN FROM GENERAL SITE LANDMARKS AND 15 NOT TO BE CONSTRUED AS A PROFI=�SIONAL SURVEY. THE CONTRAGTOR SHALL TAKE PULL RESPONSIBIUTY FOR MAINTAINING REQUIRED ZONING SETBACKS OR SHALL., AT HIS DISCFZETiON, REGaJEST THE O A4NER TO PROVIDE A PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND /OR OTHER ZONING RESTRICTIONS. 5. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE. PRIOR TO CONSTRICTION, OF ANY REVISIONS OR ADDED REC2JIREr1ENTS REQUESTED SY THE BUILDING OFFICIAL WITHIN HIS/HER JURISDICTION. 6. THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS, WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND F1 FCTRIGAL WORK. PREFABRICATED ITEMS TO BE HANDLED AND iNSTAI LED PER MANUFAC'TURER'S RECOMMENDATIONS. GENERAL CONSTRUCTION NOTES SITE CONDITIONS AND SiTE }NORK iF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION IFFER FROM THE SOIL BEARING CAPACITY OUTLINED NDER "DESIGN LOADS ", OR IF EXCESSIVE GROUND 1NATER. 5 PRESENT, CONTACT TH15 OFFICE BEFORE PROLE Cam.,, FOOTINGS SHALL EXTEND TO BELOW THE FROST LINE ND SHALL BEAR ON UND1511JR5E . NATIVE SOIL DO NOT BACKFiLL UNTiL WAL..LS HAVE BEEN EQUATELY BRACED OR HAVE BEEN DESiC-N):D TO RESIST TERM_ EARTH PRESSURE. BACKFILL MATERIAL SHALL_ BE LEAN, PERMEABLE AND FIE. L OF ORGANIC. MATERIALS. CONCRETE CENTER ALL POST FOOTINGS UNLESS NOTED AND OVIDE 1" PLINTHS AT SLABS OR 5" PLINTHS AT EXPOSED TH (6" IF POST IS PRESSURE TREATED). PROVIDE 6" IN. FROM SILL_ PLATES TC FINISHED GRAPE. DAMP -PROOF ASEMaIT FOUNDATION WAILS PITH 2 GOATS ASPHALTIC ULSION U.N.O. REINFORCING INSTALL REINFORCING PER A.G.J. STANDARD PRACTICE. PUCE CORNER AND CONTINUOUS BARS WITH A MIN, OF 30 AR DIAMETERS. MINIMUM BAR GONG DOVER: EXPOSURE O WEATHER 2 ", TO EARTH 3 ", TO OTHER 1 ". EMBED ANCHOR BOLTS A MINIMUM OF T U.N.D., PLACE THIN 12" OF ENDS. NEVI FOOTINGS SHALL NOT IMPOSE "UNDE5IGNED" OA75 ON NEW OR FASTiNG BA5 7rtENT OR RETAINING LUMBER AND FRAMING FRAMING LUMBER: K.D. TO 1q% MOISTURE CONTENT, RACED PER STD. GRADING RULES PER N.C.-L.113. OR • .PA. AS APPLICABLE. GRADE AND SPECIES PER RAMiNG PLANS, GENERAL NOTES AND "DESIGN LOAD HART'. SILL PLATES, DECK SUB - STRUCTURES, POST'S AND EAMS EXPOSED TO WEATHER AND ANY WOOD IN CONTACT TH CONGRk I t SHALL... BE PRESSURE TREATED WITH AN OVER PRESERVATIVE. COLUMNS AND POSTS SHALL E FRAMED TO TRUE BND BEARING WITH ADEQUATE CHORS A r TOP AND BOTTOM TO AVOID UPLIFT AND iSPL_ACEMENT. PROVIDE LATERAL SUPPORT FOR BEAMS, 5 AND JOISTS PER UBG 2306.7. PROVIDE PORARY BRACING AS REQUIRED UNTIL ALL PERMANENT 1ONNEG11ON5 AND STIFFENERS ARE INSTALLED PROVIDE A MINIMUM JOIST SEARING OF 1 1/2" ON OD, 3" ON CONCRETE, 4. 14L fl 2X LT-4 P D frJ4S STALL Be 5PIKeD TO6eTHEIt. NOTED. USE 104 NAILS • 12' 0.C. 3TA66@Z ®- 5. SOLID BLOCK Y'V 2X • MIDPOB4T OF 511205 OVe 10 iEET, BELOW BEARING PARTITIONS PERPENDICULAR TO .DtSTh AND RAFTS • SUPPORT'S. 6. YYooD @1T RCN& CONCRETE OR MASONRY Si4Au. HAVE 1/7 NET ARSPAC.e AT TOP, SIDES AND END. I. DOUBLE JOISTS UNDER PARALLEL BEJ►RH6 PART1TI0MS AND UNDER WMDOY4 CRIPPLES AT GAHTILEVERED FLOOiR SECTIONS. 0. rimesTOf AND DRAY''TSTOI' TO GUT OFF ALL HORIZONTAL AND VERTICAL O!4'N6r5 BETWEEN FLOORS, FLOOR 0 ATTIC. AT 10' INTERVALS HORIZONTAL BEHIND WALL FURRING. AT TOP, BOTTOM AND SIDES OF STARS. q. &LU-LAM BEAMS SHALL BEAR AJ T.G. INSPECTION STAMP AND SHALT. BE 'ARCHITECTURAL GRADE MERE EXPOSED TO VIE t E. METAL CONNECTORS '. ALL METAL CONNECTORS SHALL SE 'SIMPSON. OR AN APPROVED EGLAV. 2. FRAME NAILING SHALL. COMPLY WtTN UBC TABLE 23 -11- 5 -1 UNLESS NOTED OTHERWISE ON FRAMING PLANS OR ON SHEAR-WALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE NAILS. 3. USE CUT WASHERS AT BOLTED CONNECTIONS. CONNECTORS EXPOSED TO YVEATHiSR SHALL BE GALVANIZED OR HAVE APPROVED COATING. ROCFiNtS SHALL BE FASTENED WITH CORROSION - RESISTANT FASTENERS. F. PLYYlOOD AND DIAPHRAGM NAILING 1. ALL PLYWOOD FOR STRUCTURAL USES SHAH. CONFORM AND BEAR A GRADING STAMP OF THE AMERICAN PLYWOOD ASSOCIATION(APA) AND NAIL PETCUBC TABLE 23- 11--B-1 UNO. PROVIDE DIAPHRAGM SHEATHING AND NAILING AS FOLLOWS UNLESS NOTED ON PLANS: FLOOR SHEATHING SHALL BE T46 3/4" G -D -EXT -AEA PLYYNOOD WITH EXT. GLUE, Pi. 32/16, GLUE TO JOISTS AND NAIL WITH 10d ® 6" O/C EDGES, 10d ® 10" 0/C FIELD ROOF SHEATHING SHALL BE 15/32" C -D -INT -AEA" PLYWOOD WITH EXTERIOR GLUE, Pi. 24/0, NAIL Sd o b" O/C EDGES, 8d q 12" O/C FIELD G. VENTILATION AND ACCESS 1. VENTILATE CRAWL- SPACES AND OVERHANGING FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1 5Q. FT.(NET FREE) FOR EACH 150 SQ. FT. OF UNDER FLOOR AREA. DISTRIBUTE OPENINGS APPROXIMATELY EQUAL ALONG THE LENGTH OF AT LEAST TYNE) OPPOSITE SiDES AND COVER WITH 1/4' CORROSION RESISTANT WIRE MESH AT GRAW`lL SPADE OPENINGS. .2. VENTILATE ATTIC SPACES WITH GROSS VENTILATION E.QUAL TO 1/150TH OF THE ATTIC AREA(NET FREE). EXCEPT THE AREA MAY SE 1/300TH, PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA IS 3 FT. ABOVE EAVES WITH 50% OF THE REQUIRED VENT AREA IN THE EAVES. 3. PROVIDE AN ACCESSIBLE ATTIC ACCESS PANE., 22' X 30" MINIMUM WiTH A CLEAR HEIGHT OF 30 ", iNSUL.ATE AND WEATHER - STRIP. 4. PROVIDE 15" X 24" CRAWL SPACE ACCESS TO UNDER FLOOR AREAS. H. SAFETY GLAZING 1. TEMPERED SAFETY GLASS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS, INCLUDING AREAS THAT ARE SUBJECT 70 HUMAN IMPACT, GLAZING IN DOORS, GLAZING WITHIN A 24" AS OF CLOSED DOOR, GLAZED AREAS > SQ. FT. WHEN LESS THAN 18" ABOVE FLOOR OR 1"1,-,‘..KING SURFACE AD AS DESCRIBED IN U.B.C. 2406. SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY MAR: =ED PER UBG 2406.2. 1. ELECTRICAL 1. ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.G., STATE AND LOCAL ENDS Y GORES, AND MANUFACTURER'S SPECIFICATIONS FOR PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT. SEPARATE PERMIT REQUIRED. J, MECHANICAL 1. WARM AIR FURNACE OR GAS H.W. SHALL. NOT BE INSTALLED UNDER STAIRS AND SHALL. HAVE PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR. 2. GAS APPLIANCES IN GARAGE SHALL BE ON A 15" HIGH PLATFORM. 3. AIR DUCTS PENETRA.TiNG GARAGE TO HOUSE SEPARATION SHALL BE 2.6 GAUGE MINIMUM OR SHALL HAVE APPROVED DAMPERS. 4. DUCTING SHALL MEET U.M.G. STANDARDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL PROVIDE MECHANICAL DUCTING DIAGRAMS /SHOP DRAWINGS, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY FOR ARCHITECTS REVIEW. 5. BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST N RIGID DUCTING TO iUCTERIOR, W1T4 A BACKDRAFT DAMPER, CAPABLE OF 5 AIR CHANGE5 PER HOUR, SEE ENERGY AND INDOOR AIR QUALITY NOTES FOR FAN VOWME AND BONE RATING. SEPARATE PERMIT REQUIRED. VENTS PER U.P.C. 2. HOT WATER TANKS 5HA.J- BE S BY INDUSTRY STANDARDS FOR PROPOSES' USE AND BE LABELED HAMA ®. Y mini � 51-46 SF.�GT1�'aN 3. FLOW RATA'S TO GOMPL - 402 O TOILETS: 1.6 6Pf fM %. S 4OriERS- 25 GP.gMAx). LAVATORIES/FAUCET: 25 GFM(MA Q 3. PRINIDe SEISMIC STRAPS AND PRESSURE RELIEF VALVE'S(P1 L MBE, TO OUTSIDE) AT HOT " ATER TANKS. SEPARATE PERMIT REGIJRED. L. MOISTRE CONTROL 1. SHOWE17.5 SHALT. HAVe AN APPROVED HAIRD, SMOOTH AND rIATER RESISTANT SURPA -E TO A H156HT or 10' ABOVE DRAIN INLET. 2. PROVIDE YYATE RPROOP BOARD OR &L ASS MESH MORTAR UNITS BEHIND TILE AT SHOYIER SURROUNDS. 'TiLE SHOWERS riTH A SITE-BUILT PAN SHAD BE FILLED AND LEAK TESTI= FOR 12 40R5:• : "ROVVDE MILDEW RESISTANT CAULK AT ALL TILE ACCESECTEIES. M. BATH SAFET ;' 1. HINGED SHOWIER :?0OR5 SHALL OPEN OUTWARD AND ENGLOSSURE5 SHALL BE FULLY TEMPERED OR LAMINATED SAFETY GLASS, MiINIMUM THICKNESS = 1 /8" TEMPERED, V4" LAMINATED AND MEET UB.G. STANDARDS. 2.. FLOOR 11LES AT SHOWERS AND WET AREAS SHALL BE SKID - RESISTANT. . , •. 3. PROVIDE SECURE BLOCK:t1G FOR ALL GRAB BARS PM PLAN, CAPABLE OF SUPpiRTING A 300* IMPACT LOAD. N. TRUSSES 1. PRE - FABRICATED TRU55E3. SHALL BE DESIGNED BY A WASHINGTON STATE UCENSc'; STRUCTURAL ENGINEER AND iN ACCORDANCE WITH THE PL -11 REQ.:RE- TENTS. WBMIT COMPLETE SHOP DRAWINGS Y,2TH ENGINEER'S SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN APPROVED ;t 1ANUFAGTURER OR BY A QUALITY CONTROL AGENCY a.:.H AS WASHINGTON WOOD TRUSS FABRICATORS COUNCIL- 2. CONTRACTOR SHALL VERIFY EXACT SPANS PRIOR TO FABRICATION.. 3. APPROVED HANGERS Mus-T BE USED AT ALL CONNECTIONS OF RAFTERS, . EE KS, OR HIP TRUSSES TO A MAIN GIRDER TRUSS. NON- BE.ARiNf7 PARTITIONS BELOW TRUSSES SHALL BE SEPARATT:r' FROM TRUSS WiT 4 SIMPSON • STC FASTENERS. 4. TRUSSES SHALL BE HANDLED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 0. SKYLIGHTS ).;. 1. GLAZING SHALL BE INSULAEED, TEMPERED GLASS(TOP), LAMINATED GLASS(BOTTOM) AM. 1/32" THiCK MINIMUM. 2. PROVIDE A MINIMUM 4' C.--E3, FLASHED AND COUNT 15‘ FLASHED AT TOP AND SOTTO" AND STEP FLASH SIDES. THE UNIT SHALL HAVE A GONIj' :145ATTON GUTTER AT THE LOWER END. INSTALL PER ; ' :: FAGTUR t RS INSTRUCTIONS, FINISH AND FLARE WELL TO C'F._•.. ;NE' Pik PLANS. P. EMERGENCY Lr rr<r 1. EVERY SLEEPING fZ�Q01-4 f:`,',;. BASEMENT SHALL. HAVE AN EX T DOOR TO THE EXTERIOR. OR A MiNIMUM OF ONE WINDOW WHICH MEETS THE F L,:..OW1NG REQUIREMENTS: MAXIMUM SILL HEIGHT OF 441 `1ET CLEAR OPENING AREA OF 5./ SQ. FT., MINIMUM CLEA . HEIGHT OF 24 ", MINIMUM CLEAR YNIDTH OF 20" AND ` I-1�' ' • . BE OPERABLE FORM THE INSIDE, WITHOUT SPECIAL TOCIL._5 OR i4•.AIOWLEDGE,. G. SMOKE DETECTOR`; 1. SMOKE DETECTORS SHALL 3E PROVIDED IN EACH SLEEPING ROOM. AND SHALL �'_ INSTALLED PER MANUFACTURERS RECVMMENI'.'AT1ONS, MOUNTED ON THE CEILING 'OR WALL CENTRALLY_ LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO.EACH SEP'ARAT'E 51 FFPING AREA. IN STRUCTURES WITH gIC; RE THAN ONE STORY OR WITH A BASEMENT, A SMOKE "L'L`TECTOR SHALL. BE INSTALLED ON EACH STORY ,F`NL' IN THE BASEMENT. IN SPLIT LEVEL STRUCTURES, PPY/IDE SMOKE DETECTORS 014 UPPER LE'/EL, UNLESS SLEEPING ROOMS ARE LOCATED 014 LOWER LEVEL, THEN SMOKE T?EEECTORS ARE REQUIRED ON BOTH LEVELS. ALL SMOKE tr'r EGTORS SHALL BE AUDIBLE IN SLEEPING ROOMS. 2. SMOKE Dt i tCTOR IN Ni:YI GONSTR.U' :TION SHALL BE DIRECT WIRED TO BUILDING t...)11ER. WITHOUT A DISCONNEC i SWITCH OTHER. THAN FOR OVER.CJRRENT PROTECTION AND MUST HAVE BATTERY BACK -LIE. ALL OTHERS MAY BE BATTERY OPERATED. R. SECURITY 1. PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A MINIMUM 1/2 "'THROW DEAD BOLT WITH LOCKS OPERABLE WITHUUT,SPECIAL KNOWLEDGE OR TOOLS. 2. PROVIDE OBSERVATION PORT ® 54 " -66" OFF FLOOR AT UNGLAZED ENTRY DOORS. 3. PROVIDE SECURITY FOR WINDOWS < 10' FROM FINISHED GRADE. • . 5. GARAGE SEPERATiON 1. GARAGE/DWELLING 5E.''ERATiON SHALL CONSIST OF FIRETAPED 5/Z" GWB, TYPE "X" APPLIED TO ALL GARAGE SURFACES ADJOINING DWEI.;.LINGS LIVING, ATTIC AND CRAWL SPACES U.N.O. 2. GARAGE CEILING WITH LIVING SPACE ABOVE USING BGI OR = SHALL USE 2 LAYFr:S 1/2" &NB TYPE "X". I 3. STRUCTURAL SUPPORTS FOR DWELLING SPACES, WHEN IN THE GARAGE SHALL ALSO BE YVRAPPED( INCLUDING WALLS, POSTS, BEAMS AND JOISTS IF SUPPORTING FLOOR ABOVE. 4. AIR DUCTS PENETRATING THE SEPERAT1ON SHALL BE 26 GAUGE OR HAVE AN APPROVED DAMPER. 5. DOORS FROM GARAGE TO DWELLING SHALL BL 1- 3 /b" SOLID CORE, TIGHT FITTING AND SELF - CLOSING.. T. STAIRS At.10 GUARDRAILS 1. PROVIDE A STAIRWAY Y4DTH OF 36' )41NO 1R4, Rl5ER 111156+4T OF 8' MA IMUM . MINIMUM TREAD LLI'N6T14 OP 0 AND A 3/b' MAXi#41 VARIATION. 2. STAIRAAY5 4 44' 14 y4OTN MAY HAVE ONE HANDRAIL UNL ES5 BOTH SIDES ARE OPEN. 3. HANDRAILS SHALL BE PLACED CED 34• TO 3O' OFE NOSING AND SPACED 1 -11/2" MINIMUM OFF ?IAL.L r4TH A 1 -1/2" TO 2' DiAmE'TER. SMOOTH GRASP AND I. NESNIEL OR RETURN AT ENDS. 4. PROVIDE b' -8' MINIMUM CLEAR MEAOROc'4 ABOVE STAR NOSING. 5. PROVIDE 6UARDR.ALS FOR AREAS 30' ASC>VE GRADE OR ADJACENT FLOORS, MTH A MINIMUM Het6HT OF 36' AND INTERMEDIATE BALUSTEFL5 OR RAILS 5PACEZ7 50 THAT A 4" 5PH19RL CANNOT PASS THROUGH. 6. ENCLOSED USABLE SPACE L* DER STAIRS SHALL HAVE 5/8' GE43, TYPE 'X' F RETAPED 014 WALLS AND WEEMS. PROVIDE FRRE$LDCKING IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT TOP MD BOTTOM OF RUN AND BETWEEN! STUDS AE0N6 AND IN UNE Y•ITH RUN OP STAIRS, IF THE WALL UNDER THE STAIRS ARE 'UNFINISHED. U. SOLID FUEL. FACTORY BUILT FIREPLACES. STOVES AND INSERTS 1. UNITS SHALL BEAR THE STAMP OF AN APPROVED TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURERS INSTRUCTIONS. 2. UNITS SHALL HAVE TIGHT- FITTING GLASS DOORS. READILY ACCESSIBLE DAMPER CONTROL, OUTSIDE COMBUSTION FOR AIR AT FRONT OF FIRE BOX AND A 3/8" THICK (MIN) NON - COMBUSTIBLE HEARTH EXTENSION WHICH I5 READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. HEARTH EXTENSIONS PER V. 6 BELOW. 3. PROVIDE CHIMNEY CLEARANCES AND SIZE PER U.M.G. AND WAB.O. STANDARDS FOR INSTALLATION OF SOLID FUEL BURNING APPLIANCES. 4. PROVIDE SEISMIC ANCHORAGE FOR METAL FIREPLACE CHIMNEYS. CHIMNEYS TO BE ANCHORED AT EACH JOIST WITH (2)• 1 1/2" X 1/8" METAL STRAPS LOOPED AROUND THE OUTSIDE OF THE CHIMNEY AND INSTALLED AND NAILED WITH (6) Sd NAILS PER STRAP TO ROOF OR CEILING FRAMING. V. MASONRY FIREPLACES AND CHIMNEYS 1. CHIMNEY SHALL NOT SUPPORT ANY STRUCTURAL WEIGHT OTHER THAN iTS 01"II UNLESS- 50 DESIGNED. 2 PROVIDE ACCESSIBLE DAMPER CONTROL AND OUTSIDE COMBUSTION AIR. 3. MAXIMUM TEMPERATURES, FLUE LINING, FUJE SIZING, TERMINATION HEIGHT AND CLEARANCES IQ COMBUSTIBLES SHALL COMPLY WITH USG TABLE 31-53 AND 31-A. 4. SEISMIC ANCHORAGE SHALL BE PROVIDED FOR MASONRY CHIMNEYS AT EXTERIOR WALLS PIER UBG 5102.4.3. ¥'1. 5. CLEARANCE TO COMBUSTIBLE MATERIAL: 2' FROM FIREPLACE SMOKE CHAMBER AND CHIMNEY WA115, 8" FROM FIREPLACE OPENING AND COMSUSTiBL E MATERIAL WITH 12" t;;,)F OPE IN,.#s SHAD._- P'0T F'R :;-;;EDT mat a-Tr N PER INCH OF CLEARANCE ERCM OPE 1NG. 6. HEARTH EXTENSION SHALL BE 4" MINIMUM THICK NON- COMBUSTiBLE MATERIAL HEARTH EXTENSIONS SHALL EXTEND 1b" FORM THE FRONT OF AND 5" BEYOND THE SIDES OF THE FIREPLACE OPENING. IF THE OPENING 15 GREATER THAN 6 SQ. FT., THE HEARTH EXTENSION SHALL EXT-END 20" IN FRONT OF AND 12" BEYOND THE SIDES OF THE OPENING. HEARTH EXTENSIONS SHALL BE READILY DISTINGUISHABLE FROM SURROUNDING FLOOR. N1. ENERGY NOTES PER 11 "SEC 1. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AND ROOF, AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, ROOF AND FLOORS; AND OTHER SUCH O "ENINGS IN THE BUILDING ENVELOPE, INCLUDING ACCESS PANELS INTO UNHEATED SPACES, SHALL BE SEALED, CAULKED, bASKETED OR WEATHER- STRIPPED TO LIMIT AIR LEAKAGE. INI=ATHERSTRIP EXTERIOR DOORS AND DOORS ADJOINING UNHEATED SPACES. EXTERIOR OPENINGS EXPOSED TO WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. ALL PLASHING, GOUNTERFLASHING AND COPING, WHEN OF • METAL, Si4ALL BE NOT < 26 GA CORROSION RESISTANT METAL. 2. PROVIDE VAPOR BARRIERS AT HEATED SIDE OF INSULATED ASSEMBLIES EXCEPT AT INSULATED WALLS WITH W.P. WALL BOARD AND AT SHOWER CEILINGS. 3. PRvv 11.2E b HIL, BLACK, POLYETHYLENE GROUND COVER AT CRAWL SPACES. LAP 12" MINIMUM AND LAP UP FOUNDATION WALLS TO A HEIGHT OF ADJACENT EXTERIOR GRADE. 4. INSULATE FLOORS, WALLS AND ROOF PER PLAN. 5. FACED INSULATION TO BE FACE STAPLED. b. INSULATE HOT AIR DUCTS IN NON - HEATED SPACES PER TABLE 4 -1b (R -4). /. INSULATE 24" OF PERIMETER OF SLABS AT HEATED ROOMS WITH R -10 RIGID INSULATION. 8. INSULATE HOT WATER PIPES PER. TABLE 4 -11. 9. PROVIDE 2.5 G.P.M. FLOW RESTRIGTORS AT SHOWERS. 10. WATER HEATERS SHALL MEET 1951 NAEGA. 11. ELECTRIC HW TANKS IN NON - HEATED SPACES SHALL BE PLACED ON A NON - COMPRESSIBLE SURFACE AND THE FLOOR INSULATED TO R -10. 12. HVAC EQUIPMENT SHALL BE SIZED TO A MINIMUM OF 100% AND MAXIMUM OF 150% OF THE DESIGN LOAD (UNO). INSTALLING CONTRACTOR SHALL PROVIDE SIZING AND HEAT L055 GALE'S. 13. RECESSED LIGHTING SHALL BE TYPE 1E' OR NON 1G INSIDE AIR -TIGHT ASSEMBLY (1/2" GWI3 BOX). 14. EXTEND WIND BAFFLES TO A POINT 12" VERTICALLY ABOVE THE TOT' 4.7F INSULATION. 1 X. VENTILATION AND INDOOR -ACR C, tIAL1'''Y PER VL,& 1. INTEGRATED WHOLE NO.JSE VENT SYSTEM FOR T'HE WITE MITTi NTLY OF ATED INTE6RATED FORCED AIR HEATING SYSTEM. A. SOURCE SP'ECII9G VENTiLA' ON REGUIREMENTS 1. E?G4AUST PAN REOJRZEMIENTS- BATHROOM!!. L1►LJNOR$ AND POYID$R ROOMS SEAL.,;.. HAVE MINIMUM 5C CPM • .25 W.G. KITCHENS SHALL HAVE MINIMt.M 100 G1rH • _25 Y4.0. RANGE HOOD FANS. 2. EA-I T DUCT RF,C VIRH -4 T5: DUCES TO HE INSULATED TO R-4 IN UNC,ONDiTIONED SPACES. BE I>Y J1PP ED r4TH A B T PA► -+PER, T tNA7E OUTSIDE THE BUILDING ENVELOPE AND COMPLY '4TH TABLE 33 VIAQ CODE. NOTE: R l5 RECOMMiENDED BY KING COUNTY TO INSTALL A CENTRALLY LOCATED WHOLE HOUSE EXHAUST FAN WITH A LNA)IT 1UM SONE RATTN& OF 1.5 AND SIZED ACCORDING TO "TABLE 3-2 VIAQ AND CONNECTED TO THE AUTOMATIC CONTROL TIMER. TN15 TWILL FACILITATE FRESH AIR DISTRIBUTION AND REDUCE THE POSS BIUTY OF MOISTURE LADEN AIR BEING DRIVEN INTO THE BUILDING INTERIOR DOORS SHOULD BE UNDERCUT 1/: ABOVE 'i•iE FINISHED FLOOR. DESIGN LOADS ODES UNIFORM BUILDING CODE 1=KET EDITION 11: AMENDMENTS WITH SEATTLE BUILDING CODE - ,MENDMENTS, IF APPUCABL E 19ci7 WASHINGTON STATE ENERGY CODE WAG 51 -11 LIVE LOADS FLOOR: 40 P'SF, ROOF : 25 PEE, ATTIC: 15 PSF, STAIRS: 100 P51 TRUCKS: 40 PSF, BALCONIES 60 PSF.GUARDRAILS: 20* PLF ATTOPOFRAIL 5EISMi. ZONE: 3. BASIC WIND SPEED 80 MPH, EXPOSURE 13 (UNO) SOL BEARING CAPACITY A55U1EED AT 2000 PSF (UNO) IN F'LAN5 OR A SOILS REP.)RT SY A QUALiF1ED SOILS ENGINEER. . EARTH PRESSURE ASSUME.:: AT 60 PGF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 30 PCF FOR CANTILEVER RETAINING WALLS. •�N�.1►�E"E MIANIMUIE COMPRESSIVE STRENGTH: 2500 PJI AT 28 DAYS {LINO). 5 1/2 SACK CEMENT PER OJtYD, MAX. 6 GAL. WATER PER 'SACK. MAXIMUM SLUMP 4 ", MAXIMUM AGGREGATE SIZE 1 -1/2" RETAINING WALL: 2500 PSI AT 28 DAYS, 5 1/2 SACK CEMENT PER CU/YD. EXTERIOR WALKS AND SLABS TO BE Al>t %). REINFORCING STEEL ASTM A -615 GRADE 40 FRAMING LUMBER (UNLESS OTHERWISE NOTE 3 ON PLA14J PLATES AND SILLS GONG) STUDS JOISTS AND RAFTERS P0515 AND HEWERS BEAMS GLU -LAM BEAMS (SIMPLE SPAN) GL U -LAM BEAMS(CANTILEVER) DECK JOISTS DECK BEAMS ;.0 HE *2 OR BTR(PT • HP "STUD GRADE" HF *2 DE *2 DP *1 24F -V3 24F-V8 P.T. HF *2 P.T. H= *1 METAL CONNECTORS "SIMPSON" BRAND OR AN ICBO EQUIVALENT MASONRY MORTAR: TYPE 5, 1 PC, 1/2 LIME PUTTY, 4 SAND. STEEL._: GR. 40 RECEIVED CITY OF TUKWILA MAY 1 4 00?" 5 .5 PATH! SHEET rc • i I I , • - TABLE 234.8.1 t!T UNIFORM BUILDING C is • . ekSSRE/IATIQNS /GEN GCN9TRUCTIQN 4. A 5. ,ANCHOR BOLT F4c4.. e4GWDe TABLE 23- $- B- 1-- 44AILJK1 SCHEME _ _ may. ABOVE l4T INTERIOR - AL-r ALTERNATE LAM LAMINATED L Joist spill or since& toeaa 1I BD. $OARD UN LINEN 2. Sciidpmg to join. knead such sad Zit 131_ $LOG)VN6 MAX MAXIMUM 3. 1' x 6' (25 too x 152 mm) sthbfour or lien to each joint, Taco sad lid ' B1• BEAM • M9. MACHINE SOLT 4. Wm tlaaa 1' x 6' (2s oat, x 152 saes) sablloor to each join La Deal 311 . - CANT. C.ANTIL.L'NER MIN MINIMUM 5. Y (51 mm) moor at joist or girder. blind cad bee nail i 2 -164 G . CARR1A6E BOLT INC. W CL:JDE - 6. sole pilau to joist os blacking, typioE face nail lid as 16 (406 arm) me - ' CDR CEDAR N S NOT TO SCALE • Sole plate to )ow or blocking, at timed wail pants 1 3-16d par 16' (406 mat) • G . CEILING .•1015T C.A. asieRALL 7. Tbp plate to stud, end nail 2 -161 GL. CENTER-UN E O.G. ON CENTER. 8. Stud to sok pl,st • - Ga.R CL.F.AR O.H. OVERHANG 4-8d, toenail a 2.164, end n ail • - • COP4 COMMON OSS ORJE 4TED STRAND BOARD 9. Double stems, nail 16d at 24' (610 ram) o c COMP GOMP051T10N P5.0. PROVIDED BY 01M1i� 10. Doubled top platen, typical facts ail 164 at 16' (406 sins) at • GONG CONCRETE PL PLATE Double top plates, lap spike 16d r 1 GONT CONTINUOUS P.T. TREATED U Blocking Cen s a rafters; to top plats, toenail a 3-8d d Pfl�1NY PY+t �rvL- (yyppQ IL Rim joist to top plate, toenail - 8d at 6' (152 wm) o.c. D 5. TEADBOLT R RISER 13. Top plates, laps and intersections. face nail 2 - 16d .7. 5L DOU5L E RELOG RELOCATE 14. Continuous header, two pieces 1 • 16d at 16" (406 nun) o.c. along each edge D!AM DIAMETER REM, REGIUIRED 15. Ceiling joists to plate, toenail 3 ' E.E. EACH END R45 ROD AND SHELP 16. Continuous header to stud, toenail 4-8d ! MS. EACH 5IDtr R.O. ROUGH OPIININ6 17. Ceilin; joists, laps over partitions, face nail 3 E.rt. EACH WAY R6. ROUGH SAWN 18. Ceiling joists to parallel rafters, face null 3.16d EX EXIST L S.G. 501 GORE 19. Rafter to plate, toenail 3-8d F EXPOSED 5HT SHEET 20. 1" (25 rum) brace to each stud and plate, face nail 2 -8d . • - EXT - EXTERIOR 5 H SHELP 21. 1' x 8' (25 mm x 203 mm) sheathing or less to each bearing, face nail 2 • FIN FINISH SKY SKYLIGHT F.G. FIEERGLA55 el...06 SUDIN6 22. Wider than 1" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail 3 . F.J. FLOOR JOIST SW SHEARY`IALL 23. Built - up r.xrner studs 16d at 24' (610 mm) o.c. - •F.F.l... FINISHED FLOOR UNE T - TREAD 24. Built-up girder and beams 2t d at 3Y (813 mm) o.c. ;.: top and bottom and staggered 2 -20d at ends and at each spike ' FOS FACE OP STUD T ' TTE DONN ( *) 25. 2' (51 nun) planks 2 -16d at each bearing FP FIREPLACE T. B. TOWEL BAR 26. Wood structuni panels and particleboard:= . FTG FOOTING T.PL TOP PLATE Subfloor and wall s heathing (to framing) • . . G LB G LU -LAM BEAM TYP TYPICAL t1/2'' 3Z 1 3 /4 ' ( 5 ) and l mm) t 6d - t • • GL 6 .155 /GLAZING T46 TONGUE AND GROOVE • 7 /8'-1" (22 tam - Z5 rum) 8d; s GR GRADE UNFIN. UNFINISHED 1 -1 (29 mm -32 mm) 10d or 8ds •6W5 GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERYU5E Combination subfloor- underiayment (to framing): HD HO LOOM V.B. VAPOR BARRIER 3 /4" (19 mm) and less . . � HDR HEADER V.G. VERTICAL GRAIN 11/ (29 mm -32 mm) 104 or 8ds I I HR HANDRAIL V WOOD HGT. HEIGHT N.I. WROUGHT IRON 27. Panel siding en framing) H.L. HEAT LAMP W.P. WATER. PROOF s!8' (12.7 16 mm) or less '_ • HY'4 HOT WATER 28. Fiberboard sheathing: • 1 /2" (12.7 mm) - No. 11 ga 1 6d4 . No. 16 ga - t a ` 25 /3Z" (20 mm) • No. 11 ga.8 t . - 84 1 No. 16 gas . . w 29. Interior panting ' . _ . t / 4 ' (6.4 mm) - . 4410 t 3 18 - (9.5 mm) •' . -- 6d . • 'Common or box nails may be used except where otherwise stated. �- . 2 Nails spaced at 6 inches (152 mm) on center at edges, 12 inches (3t)S mm) at intermediate 4upp except 6 inches (152 mm) at all supports where spans are . - i . 48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walla, refer to Sections 2315.3.3 and 2315.4. Nails I • - f or wall sheathing may be common, box or casing. • 3 Common or deformed shank. t center mon. F 3 Deformed shank. • 6 Corrosion- resistant siding or casing nails conforming to the requirements of Section 2304".. 7 135 Fasteners spaced 3 inches (76 mm) on nter at exterior edges and 6 inches (152 mm) on center at intermediate sat ports. 8 Corrosion - resistant roofing nails with 1 /t6 - incb - diameter (11 mm) head and t 1 /2 - inch (38 mm) length for t/2 - inch (12.7 met) sheathing and 1 - inch (44 mm ) length for 25 /32 - inch (20 mm) sheathin conforming to the requirements of Section 2304.31 vD2d.... • 9 Corrosion- resistant staples with nominal /16 -inch (11 mm) crown and 1 /8-inch (29 mm) length for I/2 - inch (12.7 mm) sheathing and II/2 (38 mm) length s for /3rinch (20 mm) sheathing conforming to the requirements of Section 2304.3. A BBRE VIATIONS/ELECTRICAL/MECHANICAL/ t °Panel supports at 16 inches (406 mm) (20 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked). Casing or finish nails . spaced 6 incites (152 mm) on panel edges, 12 inches (305 mm) at intermediate support& I L.lC7HTIN6 11 Pancl supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports. • j ..".IM FLECTRIG SERVICE METER 6FIG GROUND FAULT INTERRUPT* CIRCUIT V ` k E5P D ELECTRIC 5ERVICE PANEL 5 SMOKE DETECTOR � t< E'�N WALL U.0 . UNDERGROUND Y't.SL WATER 5ERVICE UNE_ H ELECTRIC ALL HEATER H.B. H05E 8158 3 4 • EBS ELECTRIC 5AS E3OARD G O. CLEAN OUT �,� L.P.O. LOCATE PER OWNER C.A.R. COLD AIR RETURN \ VTO VENT TO OUTSIDE GFM CUBIC FIST PER MINUTE + . ' 4 ELECTRICAL/ MECHANICAL/ LIGHTING SYMBOLS -r; V 'it SWITCH 11=4 eLEGTRIG PANEL. SURFACE U6HT - t 71 3 WAY SWITCH .. ELE A CTRIC MET WALL MNT. UGHT • 17 DIMMER SWITCH 19 SMOKE DETECTOR r im° 'RECESSED UGHT V • 011,4 RECEIVED t TIMER SWITCH 0 EXHAUST FAN GHANDEx..IER CITY OF TUKWILA I • DUPLEX OUTLET' GABLE -JACK 4): FLUOR 15.- MA 1 4 2 OO 2 1 • . E HALF SWITCH (.?-1 I3 POORBELLJGHIME = • TRACK UGHT PERMIT CENTER N SPEC. APPUANCE ® PHONE JACK PULL CHAIN U6HT . • Q FLOOR OUTLET TNERMOgTAT � METER. bAS MET I ' DATE OV OUTLET 12Z1 HEAT REGISTER 0 FLOOR DRAIN YYATERPRF OUTLET 13:02:4 Fl 1 "G. SASE BD ..--41f) HOSE BIBS I 4"46" L ' t•1 6FIG OUTLET to • •' - . k- ' • L. . • . . • fe-. . , • .,. • ...) r/ • 0 a slab on grade foundation plan floor ties holddowns shear wall schedule stud framing first floor plan second floor plan second floor framing plan roof framing plan window schedule performance approach residential occupancy ceiling vaulted equipment sizing form first floor electrical mechanical second floor electrical mechanical slab on grade concrete grade change and garage door foundation at grade change fireplace reinforcement schedule ...._._____ , e 'E 1 /4, SE 1 /4, SECTION 10, T23N RAE �1" •� -* Z moo, r , rd TA tRE PPL Err!E I I CA T: h BASINS. NG S GTIO r • "\' NOTES CON c . ^ b- (c A ' $r; ' iC o c GEN' RAL CONST U RL'CTI N SEQUENCE '� G - , s - .. \�. � t • R . T' O. w ,,• • - . s ``• f 7 :-+--..k r 1 ALL WORKMANSHIP AN MATER!ALS SHAL CONFORM TO THE CITY )F TUK.w'_A iNFRASTR,iCT,:R` DESIGN ANC CONSTRUCTION p) ATTEND PRE- CONSTRCTION MEETING. /7, `r •.w1l 2 � ' .r • ., Cr A, • STANDARDS "1996` ANC THE K •NG COUNTY SURE ACE WATER DES•Gr MANUAL ( '," •, = h r _ �- _ • 3 ' • 2) FLAG OR ►ENCE CLEARING Llh OVER tlS AND INSTALL FILTER FABRIC OVER ER E x; T ; • •` • 1 r ` �s .4..a. `" "-• 3 � s* ti ,� 2_ A. WORK SHE.- CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE 'WASHINGTON STATE � : t DEP- R'VENT OF TRANSPOREAT O' (WSD"T / ..PWA) STANDARD SPECIV . ' AT1ONS FOR ROAD, BRIDGE, AND M NICIPAL 3 GRADE AND INSTAL':. CONSTRUCTION ENTRANCE. ; ,., - ` . N: - ., Y CONSTRUCLON" LA EDITIOEDITION, , EX. EPT HE OR ► °0 J IF IED EY �iE IL" . INF. _ I , . , . �x 4 • - T r + „:.",,..• , - PARTON' "' ' ' '''": A1 ' C Iti Su T- D tT Y '0 TUKW : I • RASTR T , ; C I;,R c - . ' • � .,, f ` c DESIGN AND COP S :'R, CT:ON STANDARDS. 4: IN 5 LL E E . P RIM PR T (SILT FE. ES NC , E TIC.) . --- ' , «,;,• : - - ,. t , i TER PROTECTION E�„ CTl N O � 1 . x 3. THE CONTRACTOR ;S REC:.,RED TO HAVE A COPY OF CITY F TJK MLA ':cRASTRUCTURE DESIGN AND CONSTRUCTION 5) CLEAR FOR AND :NSTA_L SEDIMENT TRAPS IF NECESSA•'Y_ '4; 1.0 \_. .::. ' • = z : �` � o � 1 .�` � ` x STAND ARDS A A1_AB�E AT THE JOB SiT ALONG WITH COPS OF THE APPROVED DEVELOPMENT PLANS. 4`• + 1 ,,, .. ti .- x R01Gh BRAD_ STA E SITE q c i . ._. EXTENSION BI_ __ SI E ND CO'v_ T R:,, BUILDING. I%. ; 1• .. - -' - A/0A: 6) CLEAR 4. A PRE- CC'�STRUCTi3ON MEETING SHALL BE RE .JIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUB.'0 FACILITY _XTENSIOIV ' 4 9 • =1 ' " PRC..EC, TS. 7; INSTALL SANITARY SIDE WER. = c r U 5. LOCATIONS SHOWN FOR EXISTING UTiL!T!ES ARE APPROXIMATE. IDENTIFICATION, Li C A.•`. - 3 N MARKING A. •`. RESPCNSIBL!T` FOR ❑Q t'�p IN O, INS T �• "_� S T CRr.� RAtNS AND IfdFILTRATION SYs T E�.�. - VIC ITY MAP UNDERGROUND FAC 'ES OR UT _ TIES IS GOVERNED BY PRC.�ISIONS OF CHAPTER 19.22 RE .'iSEL CODE CA- WASY ON. . . = IE P RiOR 70 START'NO CONSTRUCTION, .9-IE CONTRACTCR SHALL. CA_t_ ^ C,"-LL (1- 800 -424- -5555) FOR UTILITY LOCATIONS 9) INSTALL FILTER c.A R C T (WATER', r SEWER, STORM � GAS, 0' "F �. F .. �, "' AND c ^ �,'' -, . ET ,, OVER ALL CATCH BASIN GRATES. (WATER', SAN.TAR W ER, ORM SEWER, GA POWER, R, .__ .~r-'C-.E :D T_L E:ISIUN). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD E' EOTR'CA_ - S ARE '� ^T S'-n d�: v ^' T4-1E DRA; "r NOS. THE CO ^:TRA TOR 10) MAINTAIN EROES;ON CONTROL MEASURES IN A :OORDA'y'GE W'T TUKIW LA CITY STANDARDS. 3 S B _ = GR DETERMINING HE EXTENT OF ANY HAZARD E B' OV_R. LAS; E_Eti AL POWER ;t>r ALL ARE AS i, COVER :.A S T B: m E T- „ IN -. - v SD n - ' 't I1 IS RESPON I E T ER N ► ! I T c A �. D ,� ,.?= ''- T D � I-- r T..� ^ t ^ _ ' ' AND SHALL FCL_`OV� ?RCCED.�PES GUR CONSTRUCTION AS REC °RED B` LAW ANC REGULAT.;,�I. T'' ALE ARM, THAT WILL _ „NW,,RKE� =0R ,.,,,'R_ I ^ AN SE ._! DAYS JRI c DR SEASON T K z CO TWO JAYS DURING T HE WrT SEASON WITH STRAW, WOOD FIBER Y_LCH, PLASTIC SH ETiNC, OR E'1UIVAL ESN I Z o 0 TKA� F:C CG ' IK AND ST�_E I A:. \ T, r. CE Cn r SAFETY E ' .I �. 'HIE r r, nT THE C n,, E C_ t M- NA 1 SA. C THE TR ( H _ L. ON RO.:EC . SHALE BE I-_ _ _ _ RESPONSIBILITY c THE CONTRACTOR ^ N ► -�„ D S r� t _ .T + USED r _ .T TO TH t ^ �� VAL „F THE 12) INSTALL WATER '' A.' AND UNDERGROUND ES I 0 E C A... ALL ME _ AND EN :, WIL_ BE SUE__ E A.PP �r-_ L S h NDER RCJN: TI_ M Q 3 c CITY OF TUKWILA. CONTRACTORS AND THE R SURETY SHALL BE _I ABLE FOR INJURIES AND DATA GES TO PERSONS AND 0 2-- N 0 PROPERTY SJRFFRED BECAUSE CF CONTRACTORS OPERATION': OR NEGLIGENCE CONNECTEa✓ WITH ~THEW 13) COMPLETE. FIN, GRADING AND PAVING OF ROADWAYS. _ ly; Y r (D C L G nn T 1 n r T Tr TER Ri O Y S 14) STABILIZE ALL AREAS WITHIN SE'.'EN DAYS OF REACHING FINAL_ GRADE. Q I•-- 0 8. DURING �Ot.STR„� TiON, THE �N .R�CTCR SHA1 _� E?E REQ' - -J TO OrJ IR _ Or: -SI r STORM WATER rJJr. B USING o < N TEMPORARY OR PERMANENT DRAINAGE 7 ROSO� c LTATION CONTROL PROCEDURES. C L `J 15) HYDROSEED (OR E., CAL; A_:_ DISTURBED OR CLEARED SOILS TO REMA,r: UN WORKED FOR MORE THAT. 30 rn 9. IT SHALL BE THE CONTRACTOR'S RES= QNSB!_ TY TO DETL M. '. E TH E T�`. AND LOCATIONS R: E ELEVATIONS 10 T NS A D LOC TIO S 0. F A___ DA S• UNDERGROUND UTILT'ES. 16) CLEAN OUT STORM DRAINAGE SYSTEM. 8 10. EXSTINO PA ✓EMEIvT SURFACES SHALL BE SA'!;' CUT FULL DEPTH WITH STRA. iHT, UN:FOR EDGES 12 INCHES (12 "; OLT _ _ n C�v CO �!PLE 3r DISTURBED AREA AND REM . V_ ALL L. FACILITIES M THE EDGE 0 Eh � A IICN. ALL JOINTS BETWEEN THE NEV.' AND CR'»irvAL PAVEMENT 1 Sl+HLE BE PAINTED WITH ASPHALT E C ► RO `", t � A (•' / T T T• t T A 1 1� "� 1/_• l T �"l IT 1 � ` 1 ..'P A � T ^ 1 OF THE PRQJE `'T STN C' Zt .•,L� �. AREAS � � F .ti E hA���' ITI EMULSION (CSS -1). J (BMP's) ONLY 'WHEN ENTIRE SITE :5 STABILIZED. 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -Or -- WA`' WILL BE APPLICABLE AND DETERMINED AT T--_ PRE - CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANK OP AS Ai - GRADING AND EROSION CONTROL NOTES �I i- CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS -' 4. I I N A f' TELEPHONE SHALL BE -G. T� p� - ,� r 1 v:! N THE 'TITN T� RETENTION LETS I, S D AND EROSION ;L L IIt='_ MUST H` CONSTR CTED POWER, CABLE AND EL_ HON_ LINES __ IN A NC . , I , U^, t _ .O . t r' T� r OF JK;ti' A, 0 n ILA ECir.IENTATi N A^ r< 1'^ �, •, ,� c' O ^ . a r c: T n r F ALL REQUIRED R TEN I N O� TI r UTILITIES SEWER - E E S: T N, �.. THAT !M. AD E'. v� AND STORM O ,. T � �•, - AN-‘7 '� ^PEKAT10, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, T� INSPIRE T' SEv '1T -tA %E' V T =R AND S �R N � , WATER. R. STORM) OF F V'E FEET (5 UNLESS OTHER W!SL APPROVE' BY THE CITY , IF 1 UK" : T , - T G N -... -- _ I�.. ;,L. E R DOES NiC I IMPACT THE ADJACEN I PPOPER ,!ES OR THE NATURAL DRAINAGE WAYS is 14. ALL CONSTRUCTION SURVEYING FOR EX'ENS.'C.NS CF PUBL. ., 14C 'TIES SHALL BE DONE UNDER THE DIRECTION OF A O WASHINGTON LICENSED LAND SURVEYOR CR A WASHINGTON LICENSEE PROFESSIONAL CIVIL ENG -NEER. THE DETEr:TiON. �EDIMEt•�:TA. CIN (R_ = r:TION 'F INFILTRATION YS `�) AND EROSO. CONTROL FACIE DEPICTED APPROVED C Z 0 SE S E G ,,, L E. r � I� :F T ION S TE f :S USES., N ITIi_ - IC D Or. THE DRAWINGS ARE INTErZED TC BE MINIMUM REQUIREMENTS TC MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DR;, NAOE .AND EROSI r. "DNTRn' 0 w 15. THE CONTRACTOR r ILL TO WATER THE AS N E " TO - ,S ' I, _- DF FACILITIES ' �� „ R IES MAY BE REQu•RED AS SITUATIONS ^.ARF.ANT DURING CONSTRICTION. THE IMPLEMENTATION, MAINTENAN OE, REPLACEMENT Ar.: ADDITIONS f"-1 J J ti BE R EC t U R�D SITE, E, EC S SAR 0 R=^''CE DUST l EF, L CONSTRUCT;OL ACTIVITY. THE CONTRACTOR SHALL ALSO SWEE== ALL AFFECTED PURL!;, ROADS, AS '.ET[TSAP''; 10 RE'.' :;':"F T` Tr-ESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF TriE PERM!TTEE. E" MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCT ;ON A.CTESE "‹ (A Vi 4. THE TEMP ,R AR` EROSION CONTROL FACILITIES, INCLUDING AL- PERIMETER CONTROLS, SHALL REMAIN ;N PLACE UNT.L FINAL SITE CONSTRUCTION IS • 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTAt:�.E. PEER TO THE CITY'S "REF) _ CONS1 uC' -. r `U "•1� "LETEC �'• A 'rROVa_ -;.:,S BEEN RECEIVED FROM THE CITY. H F� DRAWINGS" REQUIREMENT. L AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMEi:TAT!ON IMPACTS ON AL`JACE .` PROPERTY AND 1' DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: f"•• I- 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTEE",T WITH BRICK: OF RIMS AND CASTINGS SH,:-`_ H:_ ) 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. FROM TO SEPTEMBER GRADE- T TO ^n 30 ` "� FRS A APRIL I TO SEPTEMBER 30, AREAS AT FINAL GRADE- AND THOSE THAT ARE SCHEDULED TO REMAIN JNWORKED FOR MORE" THAN 30 DA S, w L VALVES I rk pl ()E- WAY EASEMENTS c ADJUSTED SHALL BE STABILIZED WITHIN 10 DAYS. MI 18. ALL MANHOLES, CATCH BASINS, AND VALV U BLIC RIGHTS WAY OR EASEMEr S SHALL B. ADJUSTED AFTER a v. ASPHALT PAVING, ANC CONFORM TO THE CITY'S STANDARD AD, USTr1IE'.T DETAILS. ALL 'UTILITY CAST CS OUTSIDE OF PAVED FROIvi OCTOBER 1 TO MARC HI 31, EAR. I'HWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE 70 IL EXPOSURE. EXPOSED SOILS N AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THE". WITH AN AREA GREATEi THAN 5,0x;0 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKEL FOR MORE THAI'. 24 HOURS ANC EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAN UNWCRKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED ;MMED'A ;ELY. 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. SANITARY SIDE SEWER CONSTRUCTION NOTES O • 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -•6" FOR SDR 2' OR 35 PIPE. -I - 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRE` •_.;RE TREATED 2 X 4 , FOUR FEET 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR A'_. STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE (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 1t' "e pops hay, been reviewed t the Public ' Works Dc artment for conformance «eith current P' CITY OF TUKWILA STANDARD DETAIL NO DS -11. AND DS -12. WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHAL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL City st:ndards. :lcccptancc is subjc ., „. ,,,,.,, a,cu 22. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER P FES SHALL BE IN ACCORDANCE WITH BE INDICATED IN BLACK PAINT ON THE 2 X 4. Denis funs which du not authorize vi tions of • THE CITY OF TUKWILA STANDARD DETAIL NO. SS - 11. adopted standards or ordinances. The res■onsit Ay 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONST - RUCTION. for the adequacy of the design rests totally aZ t des Trier. Additions deletions or revisi ns t 23. ALL IMPORTED PIPE TRENCH BACKFILL MATER!AL SHALL BE BANK RUN GRAVEL FOR TRENCH BACKFILL PER "'SDOT T CiTY ,` dr:mings a fter this date t i'I void this Icc ce lip STANDARD SPECIFICATIONS SECTION 9- 03.14. 3 THE SANITAR'. SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE Ci .Y OF TUKWILA INFRASTRUCTURE ;,rSIGN AND C ,NSTRUCTiON . STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WI H NEW TEES. TAE CONTRACTOR and will require a resubmittal of revis d 'Ns ^ C ,- T for subsequent approval. T 00 SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT KE`�TORATION. 9 pp oval. h-� V h 0 CA C7 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHE ^I "�' a p cp CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL P S -3 . WATER SERVICE CONSTRUCTION NOTES Final acceptance is subject to field ins ecti the Public works utilities inspector. ... 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM Date By: w X , THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUK�^. _A. 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWIt_ I. PRIOR TO CONSTRUCTION. t� L ISS L' �`: -\%.- w X 14 2. INSTALLATION CF CORPORATE STOPS, WATER SERVICE. LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND Z ° z 2 CONSTRUCTION STANDARDS DRAWING NO. WS -18 AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF T WILL INSTALL THE METERS. 1W f) LL A 3. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN 1E-4 Q ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO, WS-13 OR WS -14. Z z • LEGAL DESCRIPTION: EARTHWORK ESTIMATE SHEET INDEX lJ C )krzLI- ,' M I, 1 _ LOTS 43 AND 44, BLOCK 4, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, I TR# ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME '2 OF PLATS, PAGE 100, CUT 30 CU. YDS PER 'LOT SHEET 1 SPECIFICATIONS \� (, �.�, 1 �I-� PROJECT NUMBER RECORDS OF KING COUNTY, WASHINGTON. FILL 30 CU YDS PER LOT SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN ( -t) ti _ 4:73 02 -002 SITUATE IN THE COUNTY KING, STATE OF WASHINGTON. SHEET 3 GRADING & DRAINAGE PLAN I Do D,... I as SHEET 1 OF 3 N • ,. , silt fence detail erosion and sediment control notes stabilized construction entrance notes legal description alliant engineering and land surveying erosion control plan z --/ CA TCHEAS N WHERE REQUIRED ./ 20. CCYPACTEC DEP1'12-2 CLASS "E,• ASPiA_T CONCRETE ROOF DOWNSPOUT .ERcLOW • - FINE MESH SCREEN NE 1/4, SE 1/4, SECTION 10, T23N, R4E, W.M. \ 4 I4\ COMPAC DEPTH* ASP,--ALT TREA:EC EASE SuBSRADF COMPACTED '0 95% MA DENS TY (SEE SPEC,,FICATONS ON SHEET 1) • •,;-27-E: mA.Tcri APRON SUBGR ADE WITH SUEDE O WEST MERCER VVA v PRIVATE DRIVEWAY CROSS-SECTION NOT TO SCALE CAT...,4 BASIN sump / WIT SCJD Ur, SEPA.-tA- r- 4 RIGID CR FLEXIBLE / PERFORATED PIPE • 's • r _ ;.7 1 1 • - • • SLOPE C A 4- 2' TYP PERFORATED TIGHTLINE CONNECTION NOT TO SCALE DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF FROM THE ROOF AND DR:VEVVAY AREAS FROM EACH LOT SHALL BE 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 10 REDUCE CUTS/FILLS AND/OR MAINTAIN 1% MIN/5% MAX SLOPES FOR DRIVEWAY. DRAINAGE TO CATCH BASINS. 3. INSTALL FILTER FABRIC OVER AL_ CATCH BASIN OPENINGS DURING CONSTRUCTION 4. A SOIL LOG TEST HOLE WAS DUG ON THE LOTS. THE SOIL TYPE AND STRATIFICATION WAS THE FOLLOWS: 0-2.5 BROWN SILTY FINE SANDY LOAM 2.5-4 0' BROWN SILTY SANDY LOAM DISTINCT MOTTLE 40-5 5' BLACK SAND 5.5'-7 0' SILTY LOAM AT 4.0' WATER TABLE ENCOUNTERED ON 4116/2002 SCSI SOIL CLASSIFICATION URBAN LAND 5 ALL PVC PIPE SHALL CONFORM TO ASTM D-3034-SDR35. LOT LOT 43 LOT 44 AREA ROOF AREA DRIVE & WALK AREA TOTAL IMPERVIOUS AREA TAX LOT NO. 3000 SC.FT. 1246 SQ.FT. 574 SQ.FT. 1816 SO FT. 017900-___ 3000 SO FT. 1039 SC FT. 574 SC.FT 1613 SQ.FT. 017900-___ ,t. EXIST ';G / IE: (12' ) 98.58 15' A 4- 24" 6 TO DAYLiGHT -.--SS- -SS SECTION A NOT T6 SCALE LEGAL DESCRIPTION: LOTS 43 AND 44, BLOCK 1, AI LENTOWN ADDITION TO Ti-E CITY OF SEATTLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLLimr- 12 OF PLATS, PACE 100, RECORDS OF KING COUNTY, WASHINGTON. SITUATE IN THE COUNTY KING, STATE OF vvFifriGToN. SS- A. IF() LM F IL 1 -R Af-i•oC 6" it 'GIL) OR FLEXIBLE PERFORATED PIPE WASHED DRAIN ROCK EXiSTiNG WATER CATCH BASIN DATA TYPE 1 CB43 GRATE 100.12 IE (4"): 98 34 TYPE 1 CB44 GRATE: 10000 IE (4-) 98 32 TYPE 1 CB1 GRATE 99.85 IE (12"): 97.64 IE (4") 98 14 NOTES: 99 ir'-'111)11111pralm. GRAPHIC SCALE ( FEET) 1 Inch 10 It 0 ELEVATION DATAi: CITY OF TUKAriLA BENCH MARK: EAST FLANGE BOLT FiRE HYDRANT ON S. 122ND ST. RM ELE.V.=100.21 CLEARING LIMIT IS THE PROPERTY LINE ,• 1 ExiSTING CONIC uR ANL; FINAL CONTOUR AF E THE SANE 2 SEE SHEET 2 FOR EXISTING BUILDING LOCAT!ONS BU!LDINOS WILL BE SLAB ON GRADE 1-4" PVC WYE 1-4" PVC CLEAN-OUT 26. 5' 54' Lot 43 2C'-0" PROPOSED RESIDENCE F.F. 100.58 3C Lot 44 15' --••-• ' ... EAS IE 'IT I PROPOSED RESIDENCE F.F. 100.50 10' t:7) r- CC CI) INSTALL 1" POLY WATER L!NE (TYP) 20C PSI DRISCO PPE PROPOSED 4• PVC S=2.00% MIN SIDE SEWER CROSSING MUST BE 24" LOWER THAN STORM PIPE INSTALL WATER METER AND SER 0CE CONNECTION PER CiTsf STANDARDS (TYP) EXISTING G 4S EXISTING ASPHALT SURFACE '100 EXISTING SEWER SS SS- PROPOSED GARAGE F.F. 100.58 PROPOSED GARACE F.F. 100.50 30 ROW EXISTING / CONCRETE IE: (18") 9t '0 - - - _ Ex,S7:N3 / CONCRETE DIP: IE: (18") 96.7 EF x017 G ERX:ETNG 17'1- -----EXISTFNG UTI,FIT,_7E 100. 36 1-6" PVC WYE 2-6"x4" REDUCER 2C' ... 0 , c_, 0 ..-\ `'. -?-- - - _ PC-" CLEAN Ou''' rp IE. 98.34 CLEAN IE. 98.32 o'\ 0- P A-.2; / /0 9' 6 , 6 PvC-/ TYP , PROPOSED UNDERGROUND 12" CP POWER - 1 D-Vi - - _ EXISTING ASPHALT SURFACE ---------SS SS SS- -SS- 12"CP 0i EXISTING UTILITY POLE U RROPOSED GAS LINE 20 - - PROPOSED 20-4' PVC POWER VAULT S=2.00% MIN 46TH AVENUE S. _ 12" CP -S S EXISTING TYPE 1 CATCH BASIN GRATE. 99 67 NOTE: 1. SANITARY SEWER CLEAN-OUTS SHALL BE EXTENDED TO FINAL GRADE PER THK ■A'1!_ A INFRAc;TRHCTIJIRE STD nVin SS- OH - EXISTING CONCRETE PIPE IE (12") 97.95 o 6 0 •- C D (SEE DETAL THIS SHEET; 6" PVC SIDE SEWER 6" PVC CLEAN-OUT 6" PVC TESTING TEE 6" PVC WYE IE: 95.85 20' EXISTING -A TER METER / FINISH GRADE/ SPOT ELEV.-' 18'- 4" ciIC S2.00%MI' --55- EXISTING UTILITY POLE EXISTING 6" PVC PVC SEWER STUB 1E: 95.25 OPEN DITCH - INSTALL MAIL BO OF-17r STRUCTURE F OR 2 BOXES PER TUK1,'1,11 A STANDARD DF-2AVVINc NO RS-6 Ex:ST1NG z '- POLY PIPE IE: (30") 96.23 ES E. CONCRETE PtPE IE (12") 97.12 EXISTING POLY PIPE IL (30") 96'8 • - -■ ifs.1..), EXISTING ASPHALT SURFACE vl LJ 0 (i) INN s VOTER TEE I -±" .1.- 1 ' X;S-,NG \‘11. PE ,--IvETRANT 0 z (1.) --E WA TER TEE I- ,•• Scki. GP. TE: 100.46 U TILI T' POLE CITY OF- TLik"AiLA , PERMIT CENTEFI 3 3 - 6 0 0 0 (706) 246-E587 z 1111 c1.4 0 CN 0 Lo 4 Z D Cf) LL.1 122_01 46TH AVE. 0 z Y.O. BOX 2596 PROJECT NUMBER 02-002 SHEET 3 OF 3