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HomeMy WebLinkAboutPermit D03-173 - DOAK HOMES - LOT 13DOAK HOMES -LOT #13 12236 43RD AVENUE SOUTH D03 -173 Water Main Extension: doe: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z ~ w 00 to 0 w H w 2 Owner: J Name: DOAK HOMES INC Phone: 206 372 -2280 c Address: 11812 26 AV SW, BURIEN, WA w Z = F. Phone: 206 372 -2280 w O U Contractor: O Co Name: DOAK HOMES INC. Phone: 206 246 -6587 a H Address: 11917 4TH AVENUE S.W., SEATTLE, WA = 0 Contractor License No: DOAKHI *092NZ u. p — O .z DESCRIPTION OF WORK: w CONSTRUCTION OF A NEW 1,699 SQ FT SINGLE FAMILY RESIDENCE AND A 416 SQ FT ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: SANITARY SIDE SEWER, WATER SERVICE AND METER, STORM DRAINAGE, 0 '- DRIVEWAY ACCESS, TESC, LAND ALTERING, STREET USE, AND UNDERGROUNDING OF POWER. Parcel No.: 0179000310 Address: 12236 43 AV S TUKW Suite No: Tenant: Name: DOAK HOMES INC Address: 122XX 43 AV S, TUKWILA WA Contact Person: Name: DARRYL DOAK Address: 11812 26 AV SW, BURIEN, WA Value of Construction: $ $167,096.40 Fees Collected: $11,993.51 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y DEVELOPMENT PERMIT Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 30 c.y. Fill 30 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Storm Drainage: Y Street Use: Y Profit: N N Private: D03 -173 Permit Number: D03 -173 Issue Date: 07/29/2003 Permit Expires On: 01/25/2004 Expiration Date:08 /01/2003 Public: Non - Profit: N Public: Printed: 07 -29 -2003 Water Meter: N doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ** Continued Next Page ** D03 -173 Printed: 07 -29 -2003 . ,PiA'.,::L �.. Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: 7 — � 7-e3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constryrtion or the performance of work. I am authorized to sign and obtain this development permit. Print Name: :PA/Z/ t 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 suspended or abandoned for a period of 180 days from the last inspection. D03 -173 z ~ w re 6 UO CO LLI J = H ,2 ��� wo Date: 2 co w z � O Z W U O D O I— U I I - — O .. W U= O~ Printed: 07 -29 -2003 Z Parcel No.: 0179000310 Address: 12236 43 AV S TUKW Suite No: Tenant: DOAK HOMES INC doe: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Permit Number: D03-173 w Status: ISSUED re 2 Applied Date: 06/03/2003 v Issue Date: 07/29/2003 v O N co w w H W • } g LL. = • d w z = � z I- W O - � H 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any w w construction. These documents are to be maintained and available until final inspection approval is granted. F v u O 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection .. z purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. v O ~ 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear z identification showing the fire performance rating thereof. 9: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 10: All wood to remain in placed concrete shall be treated wood. 11: 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 other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Contact the Public Works Division to obtain inspections of the water and sewer connections or disconnections prior to cover (433-0179). 14: Manufacturers installation instructions required on site for the building inspectors review. 15: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 16: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform D03 -173 Printed: 07 -29 -2003 Wi.'41.4Ar.,.itfea3 b.as;rox fh?r. u.- .nv�t!.�.�u9:`Y�rA �r•Kt`r�van"'.�*'t +!YA'1t �M++aw•ri .wxrs.n. • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 17: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 18: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 19: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 20: Sheet 5A shows a structural extension into the sideyard setback. No structural extensions permitted into setbacks except for 18" for the eaves. 21: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 22: Contractor shall notify Public Works Utility Inspector Mr, Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 23: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 24: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground from the point of connection on the pole to the house. 25: Any material spilled onto any street shall be cleaned up immediately. 26: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured). 27: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. 28: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 29: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 30: The Land Altering Permit Fee is based upon an estimated 30 cubic yards of cut and 30 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 31: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 32: Any septic tanks in the area shall be pumped empty and removed or filled with sand. A copy of the documentation from the business that performed the pumping shall be provided to the City Utilities Inspector. 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. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. doc: Conditions D03 -173 Printed: 07 -29 -2003 .! t! 9J+ 4!.�c+a.'V,•uM`1Y�++'Y'NY.�'B;M �`A +a.}.hT..k>'np!M. �R vaenN+�,rrr.... ... ., p,.•.. r.. �Y•` I.'+ Yr�. .'+M1{MNrk+ 'LT.SiI...M,,w.yyq¢�R Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 D03 -173 Date: Printed: 07 -29 -2003 Site Address: / 2 3 6 Tenant Name: / f 1 // Property Owners Name: ( 7 . -- 44A 24,411P ,4/C Mailing Address: J// 2 - 2,01 l- 2' ' 5166 Name: f-4 -R27/ g. Dep- fit- Mailing Address: // g 1 2 - c 6 i' f)-- t 5 E -Mail Address: :GENERAL' INFORMATION Company Name: Mailing Address: l3unen, WA 98146 City State Zip Contact Person: ,1 e /C (� ty�- ./ S ,�- Day Telephone: C-K •- 3 2 2 - Z 2 d E -Mail Address: /!/ //'1- Fax Number: 2 06 ^. 6 - ^ ----. $` 7 Contractor Registration Number: CCD / ,) C,1-, 09 -.? Expiration Date: g' O/ C 3 * *An original or notarized copy of current Washington State Contractor License must be presented a the tirhe of permit issuance ** P g p p : ARCHITECT OF RECORD _'All'plans must be=wet`stamped by;Architect Record Company Name: Mailing Address: Contact Person: E -Mail Address: \applications\permit application (3 - 2003) 3/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** I Doak Homes, Ina. 11812 26th Ave SW ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record King Co Assessor's Tax No.:7f d O 3 / L7 Floor: Jri,/ New Tenant'V/' ❑ .... Yes Suite Number: /U1/� City t e2/3 r r' //6 State Zip 0 Day Telephone: 20(,' 3 7 2 ^ 2? S 2_ /i' / el/ City C,` ')/.1 `? r /e /,‘ State Zip Fax Number: 20 c/ / City Day Telephone: Fax Number: State Zip Company Name: Mailing Address: Contact Person: 7 r 410 a L, f C /7 /z / ,� v e/2- E -Mail Address: ? / Page I a±r City State Zip Day Telephone: 4 /--`7 Fax Number: 9 S - 9g 5 - / 0 9; 'i tfe �.: Y,: Sr+ bg;,••. �t;, WP+? SCtw .w y . )q'ti r.!'00%.% UILDING PERMITsINFORMt TION: 2O6 - :431 =367. iRi :V • Y . . 0 3 '' ca • Valuation of Project (contractor's bid price): $ 16 '7j / 60 c Scope of Work (please provide detailed information): 1V(cc' ) %LLt ' e Will there be new rack storage? ❑ ..Yes If "yes ", see Handout No. Provide An Building Areas in Square Footage Below 1" Floor,. 2 ":tl Floor 3tq Floor Floors Basement' . Accessory: Structure *:;. • Attached Garage. . Detached Garage. Attached Carport .:': Detached Carport:: Covered Deck Uncovered Deck /4 4 Interior Remodel N/4 Addition to Existing Structure NA New Type of Construction per UBC Type of Occupancy per UBC r PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): ( 30e)o lr Floor area of principal dwelling: 2 ( (q-' Floor area for accessory dwelling: 0 *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: - Will there be a change in use? ❑ ....Yes .No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm IZ.None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes No If "yes ", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Sa ety Data Sheets. \applicationskpermit application (3.2003) 3/2003 Page 2 Existing Building Valuation: $ 0 © u CC'It•i ! L`ct. At e.,ee for requirements. Handicap: P UBLIC WORKS PERMIT INF(' MATION 206 -433 `',t\e ` ii " . ',. , t , ",:;..:..,', ,. J11 ... 'rte ''• _f;, ... r _ . Scope of Work (please provide detailed information): `- ?/Z FEr'( C(.; - iv - K- -, to . • .•^ Pit lier /5 /rte -(ti ) y t G te,C: / e*0?s a ' /20 , ?-1 . plj c - /t' r' ("!)i-21/P ii'09 - -e, _eYry ti 1) tr'il en 141 < - r -s C._ 1- , 17 1 W Submitted with Application (mark boxes which apply): } :..Civil Plans (Maximum Paper Size — 22" x 34 ") :.Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance :. Easement(s) :Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public \applications \permit application (3.2003) 3/2003 „ „ Call before you Dig: 1 -800- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District „2- :Tukwila ❑... Water District #125 ❑ .. I-Iighline ❑ ... Water Availability Provided Sewer District ..Tukwila 0...ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. ••Q- Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private ❑ ...Renton Geotechnical Report ❑...Traffic Impact Analysis .. Maintenance Agreement(s) ❑...Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ✓ '- Right -of -way Use — Potential Disturbance .Construction/Excavation/Fill - Right -of -way Non Right -of -way ✓ Pi ...Total Cut It ° cubic yards ffr.'..Total Fill '`J" cubic yards , j . Work in Flood Zone r •• Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation . Utility Undergrounding e Y' -' ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip • Day Telephone: City State Zip Page 3 E tiai1 '�c tl�.:k ;.t:Sv:rr;S Rrri�dx y ∎3 , Ai4i.,oY y1"u >A�it�/',r L'aT3ri}Zf{�Ks'�. Av Unit Type: yp Qty. Unit Type: Qty .. Unit Type: . Qty . Boiler/Compressor: Qty Furnace <100K BTU I Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU 1- leat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind i :MECHANICAL :PERMIT INFO4MATION.- .2 0.6 -431 3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Doak Homes, Inc. . --',- ,,, • Mailing Address: 11812 26th Ave SW - ' tiurlen, WA 913146 City State Zip Contact Person: Jam /2 t f� ,a,st-A , Day Telephone: Z 0 c e ,. E -Mail Address: Fax Number: 2E >l � °� ? Contractor Registration Number: . t.9, /y z ,., p 92,t/� Expiration Date: p' • -/ O 3 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 1 cG' t' Scope of Work (please provide detailed information): I p c / /j - // Are cr_ j omi Fi, c - , .= /i e f/ 2)4(e- f O-P 0 e/- A-5 /t, e ft' ,/'r./ >Le //k //-/ / E. f 9 Use: Residential: New... Replacement ....p Commercial: New .... ❑ Replacement .... 0 Fuel Type: Electric Gas..�,�' Other: et7i Indicate type of mechanical work being installed and the quantity below: licable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed 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 expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TI-HIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF TI-IE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO ZED AGENT: Signature: t Print Name: �4.-/1 �/ � ��- �� r . Day Telephone: 2 c ' X ' - 2 ._ ,(ICJ Doak Homes, n tc. Mailing Address: \applications \permit application (3 -2003) 3/2003 11812 26th Ave SW Rt friar\ 1mA (W • 4 Date Application Accepted: . I Date Application Expires: /0 3-o Page 4 Mtn= 3, n . »; , City Date: - / - c' State Zip Staff Initials: i 11' Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: City of Tukwila 0179000310 12236 43 AV S TUKW DOAK HOMES INC R03 -00917 SKS 1165 DOAK HOMES INC TRANSACTION LIST: Type Method Payment Check 3258 ACCOUNT ITEM LIST: Description doc: Receipt 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 BUILDING - RES PW LAND ALT PERMIT FEE PW PAVEMENT MITIGATION PW PERMIT /INSPECTION FEE SEWER ASSESS - ALLENTOWN STATE BUILDING SURCHARGE Description RECEIPT Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 10,780.05 Account Code Current Pmts 000/322.100 000/342.400 000/344.101 000/342.400 402/379.004 000/386.904 1,374.55 23.50 210.00 70.00 9,097.50 4.50 Total: 10,780.05 D03 -173 APPROVED 06/03/2003 10,780.05 07/29/2003 09:48 AM $0.00 (971 07/30 , :)7.1.6 i 5 i At. 37590, 7? Printed: 07 -29 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0179000310 12236 43 AV S TUKW DOAK HOMES INC R03 -00691 SKS 1165 DOAK HOMES INC TRANSACTION LIST: Type Method Check 3132 PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW Description RECEIPT Account Code 000/345.830 000/322.100 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,213.46 Current Pmts 893.46 250.00 70.00 Total: 1,213.46 D03 -173 PENDING 06/03/2003 1,213.46 06/03/2003 03:10 PM $1,449.05 9259 06/04 9716 TOTAL 3666.39 Printed: 06 -03 -2003 s..wa:.�:s.... Pro ) ` , � 4 /7. Type of Inspection 1 i t Address2 Le 3 _ 1 Date Called: eg i 0 1.. Special Instructions: Date Wanted: • � 4°41 tom"► • . Requester: Pho a No : 0 . l0 INSPECTION RECORD Retain a copy with permit INSPEI I N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 PER NO )- 1 -3670 121 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ector: \ Date: L� vy 47.00 REINSPECTION FEE RE CJI p RED. Prior to inspection, fee / must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • . 'i;k•.5,..;.�. Pro p "' � Type o lnspectior / g ( [ J I Add r H' , Date Called . 1W0 Special Instructions: Date Wanted: Ste; L- 1 /7/ 6 ( ( e:P l. Requester: (1 \ 4 P e No: Aono Isf -- 3 -.-.#, g 0 INSPECTION RECORD Retain a copy with permit INSPE TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMRtENTS: Inspector: V Date: Approved per applicable codes. Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: COMMENTS: 0 0/ 3 y l - Q J. C,.D-.4 /1l 4, 41 i 1 ti f, ill, /U y -4 c tnAl f G t it Special Instructions: y 2 q FGhp -P 1, -t., Requester: varry) 1#2.404 4/t, c ot.„-a-vi q /Zo /otJ -AUP-o 1, v► �, 1 0 - 0 -ioy f7itJ G, Ucel Project: Homes K mes Type of Inspection: fi Yv 1 Address: 12236 korci Av s Date Called: 4 ....m....014 Special Instructions: Date Wanted: • GQ o - m. Requester: varry) Phone No: 2019 art '0 S(4 INSPECTION RECORD Retain a copy with permit DO3--17.3 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: oL/ Date: f f' 1 $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: Pro u" y Type li 1 PIS) a - () 6/ re Address: 1 (o 4 ( 3 .% D C a cs oq Special Instructions: Date Wanted: / Requester: -I Z. A )).--(Te, Phone No 9-0C. 37 . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 06)431 -3670 OMMENTS: Approved per applicable codes. Corrections required prior to approval. Date 2 2_0 0 $47.00 REINSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter B vd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prof ct: (VI i44 Typ,e of Inspection: . 1/19 or-e4 k)i),e2A r -.V i 6 Address: Date ailed: l a MI Spe �Q 3k cial Instructions: JQ-�"" , T 'n V , t Date Wanted: a jig a.m. „,:,,--:_ Requesteb Phone No: le N _?�+ /J INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 W pproved per applicable codes. El Corrections required prior to approval. El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Inspector: ' 3itig �f Date: 16 Receipt No.: Date: Project: Typ of Inspection: r) 0060C 1 0 rkl..6Q... Address: \ Le Z- 1 3 AV'S Date Cared: ?- I OD Li Special Instructions: Date Wanted 1 I if o L P.m. Requester: `-, 1 Phone No: 13 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: r , , i L dYr�C nv. co►•�t 14 Inspector: D a t e : 1 ( ) L i L El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: )() a --, ( _ T y e � of f I eftion: Ad Au C\ Date Called: i r I Special Instructions: Date Wanted:._, f 1 (�� 17>II.310 . Requester: i- )a Af Lam( . Phone fifiNo: U U( 0 " -7 3, - ,:a. o l2. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT • I S.• 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 )431 -3670 M Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: CrI vr-o c.A t an 4 r (1 v,n f ‘-2 Inspector' Date: -17- 0Ll 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: , ,: (I) Loa \ - 1.\,\ c,uIc1 `% A.).70, c,*_ b� k j s 0.4. Type of Ir)spectio : ;. C( tf. J )O(l+kV � _ - �. 2 h I"Ya-i- k Y now, LJ D S--I G+ t Y s P)k- 1'C (k L',r" u_im t i r, . Date Called: G-� / G7 - D 4 / 70- C too ✓ hS✓ ct-i i D\,-. ., A kr o-P C' rr r�i 4 �l tom. \r i Sl )Ct v..1 ) (0(A) l � V�� t ti J t (N c ' f � i * u l 1 v\ \ cs 4 r a.m. p.m. Requester: ,.' ---" Phone No: . i .. .•-., > 2 - -. ,i--[4) Project: / , ,: Type of Ir)spectio : ;. � _ Address: /c 2 `' fir 4 9 1 - ',_ , r r, . Date Called: G-� / G7 - D 4 / - -- Special Instructions: Date Wanted: ^_ "/- - -0 [f a.m. p.m. Requester: ,.' ---" Phone No: . i .. .•-., > 2 - -. ,i--[4) INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION .i - mil PERMIT,�y1 / • •• ,;• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 2 39 E $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: n,Djtect: Type of I s ection: , t A d es ( Date Call d: ( Special In tructions. Date Wanted: i fi.m Requester: 0 P D-04 Phone o. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ;`(206 431 -3670 1St - Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector` i`-(,,/tn� Date: A, 2-` /U -'C4"+ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 1./O e Cc4ve rOCk — ■ N rd I - 0) t S i Ci \ 2_) 1 05Lpr Gv'c v, r\ ,.5sly, rrar G. G ! 1 ro v�t w kL 1-15 ,1 t l ott- rl oo r 3.) .\ r r L ur 10 0 ii- � ` l c i ,61; �, r. -e. ‘..NA r. s s ov -VG-. uo a t 1 1 1 1 - 4 L 1 < -P v\C( . Lt) 1r v s S 5( CI ✓' P `,-F) () t )e 4-0 (4T,pv, r#air( • v��l. Ylt°t,U SD'( S if 0v- row 1 -t--P kJ Av I — 0 rPG(�c, bi 1 ; 4v t r 1, n n* d C) K- 4-r) S t r^I e ()nit. A P Trc)v i-- S W- (o , i. )ca `I s Proje t ��( I v7"Ies Type o i` , f,lnspection: / p1(zini -tv Address: /� / Date Called: 772,t, Special Instructions: em Date Wanted: 21 p.m. Requester: • Phone No 0� ""'J7Z— - z_z0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. • 121 Corrections required prior to approval. Inspector 0 .4 Date: 2 - 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pjec_ t: / 5 Type of In ction: 6/a Address: 43 i9✓ (2-2- 3 � Date Called: / � /b J Special Instructions: Date Wanted: Z�3��'� a:fi% p.m. Requester: �a/ A i / 1 Phone No J 37.2 228'0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -3670 COMMENTS: Inspector: R A - pproved per applicable codes. Corrections required prior to approval. Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: COMMENTS: Type of Ins ectji (� f l 7 -C G�!' ", Address: / z '-/ / 3 • Special Instructions: Date Wanted: /- 27 -0�� , �. p. m. Reques r: �l .�.il�y l � Phone No: Or:)) ?7Z — 22& ) (\ ll 4 I, j 1 .. 0 ,/. \ \ 1/ A ■ 4 G+ .n k RI(' 1 ■ :A f,1 1 Project: I . ( /C' ,» 2 Type of Ins ectji (� f l 7 -C G�!' ", Address: / z '-/ / 3 Date Called: , f— 7— e Special Instructions: Date Wanted: /- 27 -0�� , �. p. m. Reques r: �l .�.il�y l � Phone No: Or:)) ?7Z — 22& ) - 7 DD -- 173 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Inspector: ° W Date: 1_ _0 L $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: 16.4! W », Project \\ Type of Inspection: Address: 1 . 2.3l.0 1- 13 ,&v> Date Called: 1 I' 0 Special Instructions: Date Wanted: \— P—( , G zI Cm p.m. Requester: ( Ie Phone No: :.:T ..--' - .'+',- ?'- c- „-^a� .. n.- n.?-.° ffrT^. ^ " • .xs-- .vA^' -^T' ..^,, •,•aT.. -•- c. -; INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector' INSPECTION RECORD Retain a copy with permit iy 4.1 a.S nti: ii 'i3: ; PERMIT j Corrections required prior to approval. COMMENTS: Date: 1 L (E $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: roject: Type of Inspection A dress: [ V Dat Cal 2 f-1- Special lI Instructions: '� 1 \ 1 Date Wanted: v14 6a Requester: Eke Phone N2crOc , .7/5-. vv ' INSPECTION RECORD - Retain a copy with permit INSPECTION NO. -CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 (206)43 :3670 14 / Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector• /41/l Date: U LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type Inspection) e > 1.. c t (( NCf / ( G i !.) h U 1 - i - g c1 .<'` ,,c, 1 k cri- L 4 v,) [ m 't S S't r/- Special Instructions: Date Wanted: o i P m; m . Requester: �/ Y-Q 0Y --_ Y--_ 4/ Uk )Por\ i PA'-- -1 i { Project: ,r0(04.-. . -- , ��A Type Inspection) e > 1.. c t (( NCf / ( G i Address: x(?.:iirei At C Date Called: V S Special Instructions: Date Wanted: o i P m; m . Requester: �/ Y-Q Phone v6` 7(5 ... 3 ..... z//8 . �.,..,. Ow1� .s�ee.64Wi^.M1RW^W'WWW1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. i PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 1 13 --UL) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: 90a om@s Type of Inspection: 50 Address: 12.23b 1.1.3rci Ave s Date Called: 1 0 _ 7-03 Special Instructions: Date Wanted: I o - S - 03 a.m. Requester: Parry' Doak Y Phone No: 2.0b...... 22. 0 t0S- 173 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: tiff r mit) 16113103 �- / &/)e 7?, (./l,, 6k /Ci sceL Inspector: ( A ) Date: !L Li $47.09 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1Date: COMMENTS: Typ of Inspection: . ct Address: 0 23c g3 %tee Date Called: Cigla l0 =3 , Special Instructions: Date Wanted: , C / 3 P.m. Reque t r rf „) ) K Phone No: 0 266-3 - 7P-;8o 7 .. .. 4? / '.) �'"- l �?- .C?e4. c c Tt� %'.,;? (44 A t.... -,� • Q.t.., (t1'lii'�? •E'l.cr_ �! �" t ' A 7.. fi ,, S r/ 1 � 1 i....2a LJ ei ,' � � / +' + �1 :, / 1 .t 7 / 34f c$ 5. f :1.,,, S I i),..t l LS . 4 /6 {".. , e.- k v Project, < 1 )0 6 ( 1� Lf)')r_ s Typ of Inspection: . ct Address: 0 23c g3 %tee Date Called: Cigla l0 =3 , Special Instructions: Date Wanted: , C / 3 P.m. Reque t r rf „) ) K Phone No: 0 266-3 - 7P-;8o 555 X03 -/73 INSPECTION 'RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. :CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: \ i Date: $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: ro�ect: rhP60 Type of Inspec io j22 fe (2 1 [ V Address: n Date Called/ (-� ; ,; ( 4)... 3 ` ape Instructions: Date Wanted: g �/ . p.m. Re f:1 /J (hvo N - ... -- e .,.. at , INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /iii-Approved per applicable codes. (206)431 -3670 El Corrections required prior to approval. COMMENTS: C Inc r«r" S . i Inspector: ( Date: 8 _e„) 5 0 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: Pr ect: V o f � Type of Inspection: t On LO' f /5 Address: L 1 a3� �.3 5 Date alle : gi /5/03 Special cial Instructions: L ) 2 ... 2 ) 2,3 b Date Wanted: b / / i(.)5 !l P.M. Requester: J � t fil P 6ne 0 ?) -7 _7,1....736:11 INSPECTION RECORD Retain a copy with permit • W ' 17 3 INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (06)431 -3670 14 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector . Date: r1 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: i-6 at 6 Tyne of Inspection a 1 FC047/74 Address: 4 ID 43 Al,( Date Called: S /)i402 Special Instructions: ? 01" it cd fizoi..2 Date Wanted: ii Requesteri _ , 4 .,..,1 At Phopie No: ( q1)(42 ) 7 9 '-- 77c11 7 ? - , , • m " ‘•-■•• , 1•40 d, INSPECTION RECORD Retain a copy with permit -0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila, WA 98188 pproyed per applicable codes. El Corrections required prior to approval. COMMENTS: CtOr.: A A • • " • k • peipt No.: .6 A Date: 7:(itl REINSPECTION FE REQUIRED. Prior t inspection, fee must be 'd at 6300 Southcenter BI d., Suite 100. Call o schedule reinspection. Date: SONS , SH r'`.U. BE MADE 1 �O WATHOIOT „,.,, giaViEltiV FEES. FILL. COl�Y I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. By Date Permit D03 VI. 20x3 NjTEU •3 ALLIANT ENGINEERING & LAND SURVEYING, INC. P.O. BOX 2596 WOODINVILLE, WA 98072 -2596 Darryl Doak Doak Homes, Inc. 11812— 26 Avenue SW Burien, WA 98146 (425) 485 -1083 SL1: 0 -3.0' Brown Silty Fine Sand 3.0 -9.0' Black Sand No evidence of a Water Table April 4, 2002 RE: Small Site Drainage Plan Soil Report for Lot 13, Block 2, Allentown Addition Dear Darryl, This report presents the results of our research and investigation of the above described site. The purpose of this study was to provide subsurface soil identification and estimate depths to seasonal water tables in accordance with the King County Surface Water Design Manual (1998). On March 23, 2003 I conducted a soils investigation and site inspection on the subject property. The 1973 SCS King County Soil Survey indicates the soils are Urban Land. Soil logs were performed on the subject property. A soil log dug near the location of the proposed infiltration sump was stratified the same as follows: Base upon the soil test pits on the site, the site is adequate for an on -site infiltration system in accordance with the requirements of the King County Surface Water Design Manual (1998). Groundwater was not observed on the site at depths up to 9' during the inspection. Evidence of a seasonal ground water table was not observed within 9 feet of the existing ground surface. Estimated depth to water table is >9 feet. We recommend that the roof downspouts of the future residence on the site be discharged to a "Dry Well" per the King County Surface Water Design Manual (1998). The conclusions and recommendations stated herein are opinions derived in accordance with current standards of practice. No other warranty is expressed or implied. Sincerely, Timothy L. Schriever Professional Engineer EXPIRES 10/4/07 1 r.xM* fife•. �N�b' rvrCS° M. riNk» 1 Cr . , VAtr- e,'7;' �l'.!". tl iM1M: ±. m!'? erlvw: rn- r: vrrr• w: fl^. v�^ a•: 1 v.: r�. V'. wr. w. v. kasan.. .w� .. . Return Address: DECLARATION OF COVENANT ASSOCIATED WITH SINGLE FAMILY STORM WATER RETENTION FACILITY In consideration of the approval of the City of Tukwila of a building permit relating to real property legally described as follows: Lots 11, Block 2, Allentown Addition to the City of Seattle, according to the Plat thereof recorded in Volume 12 of Plats, page 100, records of King County, Washington; Situate in County of King, State of Washington. Tax Parcel No. 017900- D308' Doak Homes, Inc. 11812 — 26 Ave. SW Burien, WA 98146 The undersigned, Grantor herein: Doak Homes, Inc., a Washington Corporation, as owner covenants and agrees that: 1. The titleholders of the above described property shall assume all responsibility for the cost of any maintenance and for repairs to the roof gutters, storm water conveyance and infiltration 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 infiltration sumps when they will no longer dispose of 90% 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 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 perform the required maintenance and /or repair. Written notice will be sent to the titleholders stating the city's intention to perform such maintenance. Maintenance work will not commence until at least seven days after such notice is mailed. The titleholder shall be responsible for *CS U �WILA CITY OF 31111 0 3 2 033 pERMIT CEN reimbursement to the city within 30 days of the receipt of the invoice for any such work performed. Overdue payments will require payment of interest at the current legal rate for liquidated judgments. If legal action ensues, any costs or fees incurred by the county will be borne by the parties responsible for said reimbursements. These covenants are intended to protect the value and desirability of the real property described above, and to benefit all the citizens of the City of Tukwila. They shall run with the land and be binding on all parties having or acquiring interest in the real property as well as their heirs, successors and assigns. They shall inure to the benefit of each present or future successor in interest of said property or any part thereof, or interest therein, and to the benefit of all the citizens of the City of Tukwila. STATE OF WASHINGTON ) COUNTY OF KING )ss On this day personally appeared before me: Given under my hand and official seal this Doak Homes, Inc. Darryl Doak, Sr., President , to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. day of , 2003. NOTARY PUBLIC in and for the State of Washington, residing at Commission Expires: 14:y3/ 4 n:W . -* >ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -173 PROJECT NAME: DOAK HOMES - LOT 13 SITE ADDRESS: 12236 43 AV S X Original Plan Submittal Response to Correction Letter # DATE: 06 -03 -03 Response to Incomplete Letter # Revision # After Permit Is Issued S: DEPARTME T �W AWG 0' 11461 o -3-D Building Division [n Fire Prevention Pu lic Works Structural ❑ DETERMINAT19N OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Pla ning Division - v,'OS Permit Coordinator AeP DUE DATE: 06 -05 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO)JTING: Please Route 54 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions [►'� Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28.02 COORD CO . DUE DATE: 07 -03 -03 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 4. 4 e Z W 6 JU 00 CO J H W 2 u_ _ d I- W Z t" I- O Z f'- W • W U O — a t-- W W H- IL O Z W U= o E- Z • • • ti Jof • 4 • • • • a . NOV. d12 . NM CANT. OA. CDR GJ. GL G1 GOM COMP CONC. C4141T d VOL OIAM Iled. L■.W. r.X1* PIN 1" , . I.,.'. . POO Pr PT. 6L B 6L 6R •6W10 HO HDR H,' H6T. N.L. HVI 1.IstatHTIN* r. • • AINCMCM BOLT ASON/a AL 7U BOARD d IMAM CANTILEVER CARMAN! BOLT caw" GILINO CENTERLINE COMMON COMPOOMON CONCAVE CoONTINUOUO PENNY • DEACISOLT DOwns =Amer= CAeC•H l 4Q MCA MVO 4 VW( ei+Q:eTTNO . EXPOSED EXTERIOR FINISH FLAB" MOOR JOIST mows? FLOOR LINE PAGE Or STUD rlREPLAGE POO1 INO 6L iJ --LAM BEM 61..A /6LAZINer 'YPSUM roasoARD HOLOOYIN HEADER HANDRAIL HEIFHT HEAT LAMP HOT WATER SIITGH S TGN DIMM'l'TGH 'TThl R, warm Durum am= HALF WITCHED 61•13C4 APPLIANCE rld,OR CUM.= 220v OUTLET tlATIMPRI" OUTLET ter► L._ 5M ELECTRIC. seRVIGE: Mem. '" ELECTRIC. s/ICC PANEL U.O. Uhlx?DRORt7UHO 1H ELECTRIC MALL H #ATeR E85 /A TRIG BASEBOARD L.P.O. LOCATE PER OPINER VTO VENT TO OUTSIDE GPM Gu8I0 r T r s MINI/Te awl (E) FA- 0 am 4E+ cS1 sum T I INT LAM L IN MAX • MIN INCA INTO O.A. O•G, O.H. P5.0. I•.rt. Fri RI LOG ME= R4;8 5 .0. 3141' $H SKY 1N1 Tom,) T. B. T.P'L.. Tyr 146 UNPIN. u.N.c►. YS. V.6. YYD W.I. W.I. ELECTRIC* PMid. METER SMOKE DET iTOR EXHAUST FAN CABLE J+A•IC POORDEUXHIME PHONE Joe„.,K THERMOSTAT HEAT lRfITLRR 52c . BASE BD ANC* *Wk!' 4 • *3 .. ri•1l401, . -emoso .+ . A.f.y n. ' •1***••..ai.. fp . ***mi10,10.0imif a INTERIM UNIIN MAGHINQ DOLT MINIMUM HOT 'IV SCALE ON CoaNTER OMEN= 1,11 1110 1D mitovceo d'r ONINNIC "'LAM rfeeseultli IMAM, Py.'17"IGOP KI'.R RELOCATE MOP A 14 D 'e H i' 1. I "' IRLOUOH OPONINO Reud►H SAM Sour? cone e *HE $KCYLIONT 5Llalhldr► SH L • (*) TOW.. SAR Tor moire TYPICAL TONGUE AND &WOVE uNitPINl5H► UN I5E VAPOR 5 VERTICAL GRAIN MOOD IIROUGHT rtol4 YIATIM moor 61e1G 6ROUND P, LT IN ' 5MO1C517E1MGTOK MU. MAIM sesivIca LINE H.B. HONE SIBS G.O. GLEAN OUT G.Q.K. COLD AIR R!7La 2t I<> '1 CHANDELIER ,IMF 1+nwt •.�I'* • SUIRFACZ MNT. U6HT �i T -rworisx LWOW FULL CHAIN • *e M'CTEK moat MAIN Moss 5155 • • TAILS 23444 r • r 4414. 1AI MrO Zits arpeaoed at 6 nun) asN ciNsr st edpa, l2 Inches (3115 mon) at Iniersareudiele xts mccopt 6 lows (152 Iran) at all where Ram eau (1219 or N r Wiles otwood stanctost s.d and shoat wale, s to S. ctious 3313:3.3 sad 731st. Nulls 48 Inches ('1 asara IrnaM. � mat . for wall sib any be aommony boot or • . 3Coo ouorr or deformed shank. . 1 3Da=sn . - 4 C - omrxioa- resistant siding or casks seas oasorrnins to As requirements of Section 2304. 4. . 7 Fast'a *cos spaced 3 Inches (76 mna) on eater at aderior edges and 6 inches 152 aim) on (.Meter at intermediate ) irrtaat sons with 7 mcb- dIsmeier mm and 1 t for lk 2.7 men and 3 /; -Inds (44 lane -&D./winch moan 'lt� - 1 �d a►t Section �� nun) i ) sheathing e i WO .for nun ca formiae b s "Corrosion-resistant � with I is 11 wen clown and 1 iyIncb rnm) car 1 h-iach (12.7 mm) and I 1 12-inch (38 ) fo s�thin t to requirements of Section 23043. to t►i _.p 16 6i (406 Ind": mm 6m axis In the Irs .tivo of the as a�a dardj. Casing or finish ash spaced ( 1 �i 12 Ind a ',strength inlsrarudi.ar � d P� W t1 � 2A (610 mm). or A� nails mm) 6 i 1eon 12 hackie (306 mat) at k.aiasdirts 'Pappas. srpporat i • r • . • k • MT UNIFORM OULOINO CC • It •, 11#•••• ire +- ..•�" ►'�+•1.•► -- g. n r......,,. q.R •••• • • 10 tic 0 • • . 4 • • ogps•446. Fkot4%.va% . i • f RECEIVED CITY OF TUKWILA JUN 0 3 2003 PERMIT CENTER • • • • J / .r , , •T V ♦ ♦♦ - i 3. 1 X 6' (73 so x 1 S2 ionq wallow or Ma w roi bos oil i. ummormarrowirsolnummomamilionsommemilsmemomm • 4 Wider taw I 11 e - M x to emit boo trait � � 341 Sole plow $. or Ma an ion � or Miori will plate MoNti� �'�"�' ' et l T �i i� 3.i�d p � ( ) 7. 'hp plats to M ed eatiesii i .T 1s sad to 9. DDO b1S Node, boo ad 444 Wool or =»lid, *d1• ` lid d 24' 610 am) as IIL Doubled loin t M Doe* lop apnea . ; ' • • a ( lid U. IlloohiaS Wyatt " or maws to lesrs>tait 34i . Rhajoist to ... long ; : Ila at 6a t1.12 am) o 13. lap pr.w., bps isnamscdons. bee al 2.16d 14. Coatirnons Wady, two (dem 13• Crilia0 jalstr M lo.ralt '• 16d 406 awn) o.o.. midi ode `T 34 it Coachman header to send. toes . 17. 6.41.b... , OM . bon .� ,,�. I " �t, ,t + 3,161 . ""�' 34d 19. Rafter to wed 20. 1' (25 nom) brace in each abed and plat% has d .k 24d 21. 1' X r - im i X 203 me) shroltirs or lay b ends barcins, tsar ail •A. Wider than 1' x r (?3 a� x 2203 aim) to each bsani�s, has nail Wid . • . 2-N 3-N 23. Bum sorest r 16d st 2i1" 010 ma) oat 24. Built -uf girder aed baro�t - ?bt at 32!" 813 23. r (31 sans) planks awe at +op.md botssw and i .d 2-20d .s r and at sad splice 2 - 16d at sod . Wood structumt • ►. 60 or 6ds 1pd� or Ids 6ds WS IOd or 26, sad , . Subtlseor seal wall sheath* (b � O . � � ~ � 1 � 7 m i n ) and l o s s t�, •- (1S saes -19 mem) • 1 � r -iI(Z? mm) y 14 (29 sam42 mm) O Fa o tbir sommdsed *Yaaut (lo ris): mug) and lies 3/41 7 /(-1 . � (22 naa-Z3 war) 1 is -114 (29 arn-32 27. PwNI (to t�. at •. !s alorn) t•. • sd sdt' 21. Ilbe: sheathing: �t (12.7 a* • 35 /32 1 ripen) • • . • ' 11 d Pia iL 60 No. 16 pi No. 11 p. Ha 16 29. Merkur hig nun) j 6 ` , , . . . - :1 �. r �dN Ott y........t ..i. r mail. a.t.. Ii. .....l �,�•�..r ..ri..r d�ri� mI.Iakd • • • • • • • ti Jof • 4 • • • • a . NOV. d12 . NM CANT. OA. CDR GJ. GL G1 GOM COMP CONC. C4141T d VOL OIAM Iled. L■.W. r.X1* PIN 1" , . I.,.'. . POO Pr PT. 6L B 6L 6R •6W10 HO HDR H,' H6T. N.L. HVI 1.IstatHTIN* r. • • AINCMCM BOLT ASON/a AL 7U BOARD d IMAM CANTILEVER CARMAN! BOLT caw" GILINO CENTERLINE COMMON COMPOOMON CONCAVE CoONTINUOUO PENNY • DEACISOLT DOwns =Amer= CAeC•H l 4Q MCA MVO 4 VW( ei+Q:eTTNO . EXPOSED EXTERIOR FINISH FLAB" MOOR JOIST mows? FLOOR LINE PAGE Or STUD rlREPLAGE POO1 INO 6L iJ --LAM BEM 61..A /6LAZINer 'YPSUM roasoARD HOLOOYIN HEADER HANDRAIL HEIFHT HEAT LAMP HOT WATER SIITGH S TGN DIMM'l'TGH 'TThl R, warm Durum am= HALF WITCHED 61•13C4 APPLIANCE rld,OR CUM.= 220v OUTLET tlATIMPRI" OUTLET ter► L._ 5M ELECTRIC. seRVIGE: Mem. '" ELECTRIC. s/ICC PANEL U.O. Uhlx?DRORt7UHO 1H ELECTRIC MALL H #ATeR E85 /A TRIG BASEBOARD L.P.O. LOCATE PER OPINER VTO VENT TO OUTSIDE GPM Gu8I0 r T r s MINI/Te awl (E) FA- 0 am 4E+ cS1 sum T I INT LAM L IN MAX • MIN INCA INTO O.A. O•G, O.H. P5.0. I•.rt. Fri RI LOG ME= R4;8 5 .0. 3141' $H SKY 1N1 Tom,) T. B. T.P'L.. Tyr 146 UNPIN. u.N.c►. YS. V.6. YYD W.I. W.I. ELECTRIC* PMid. METER SMOKE DET iTOR EXHAUST FAN CABLE J+A•IC POORDEUXHIME PHONE Joe„.,K THERMOSTAT HEAT lRfITLRR 52c . BASE BD ANC* *Wk!' 4 • *3 .. ri•1l401, . -emoso .+ . A.f.y n. ' •1***••..ai.. fp . ***mi10,10.0imif a INTERIM UNIIN MAGHINQ DOLT MINIMUM HOT 'IV SCALE ON CoaNTER OMEN= 1,11 1110 1D mitovceo d'r ONINNIC "'LAM rfeeseultli IMAM, Py.'17"IGOP KI'.R RELOCATE MOP A 14 D 'e H i' 1. I "' IRLOUOH OPONINO Reud►H SAM Sour? cone e *HE $KCYLIONT 5Llalhldr► SH L • (*) TOW.. SAR Tor moire TYPICAL TONGUE AND &WOVE uNitPINl5H► UN I5E VAPOR 5 VERTICAL GRAIN MOOD IIROUGHT rtol4 YIATIM moor 61e1G 6ROUND P, LT IN ' 5MO1C517E1MGTOK MU. MAIM sesivIca LINE H.B. HONE SIBS G.O. GLEAN OUT G.Q.K. COLD AIR R!7La 2t I<> '1 CHANDELIER ,IMF 1+nwt •.�I'* • SUIRFACZ MNT. U6HT �i T -rworisx LWOW FULL CHAIN • *e M'CTEK moat MAIN Moss 5155 • • TAILS 23444 r • r 4414. 1AI MrO Zits arpeaoed at 6 nun) asN ciNsr st edpa, l2 Inches (3115 mon) at Iniersareudiele xts mccopt 6 lows (152 Iran) at all where Ram eau (1219 or N r Wiles otwood stanctost s.d and shoat wale, s to S. ctious 3313:3.3 sad 731st. Nulls 48 Inches ('1 asara IrnaM. � mat . for wall sib any be aommony boot or • . 3Coo ouorr or deformed shank. . 1 3Da=sn . - 4 C - omrxioa- resistant siding or casks seas oasorrnins to As requirements of Section 2304. 4. . 7 Fast'a *cos spaced 3 Inches (76 mna) on eater at aderior edges and 6 inches 152 aim) on (.Meter at intermediate ) irrtaat sons with 7 mcb- dIsmeier mm and 1 t for lk 2.7 men and 3 /; -Inds (44 lane -&D./winch moan 'lt� - 1 �d a►t Section �� nun) i ) sheathing e i WO .for nun ca formiae b s "Corrosion-resistant � with I is 11 wen clown and 1 iyIncb rnm) car 1 h-iach (12.7 mm) and I 1 12-inch (38 ) fo s�thin t to requirements of Section 23043. to t►i _.p 16 6i (406 Ind": mm 6m axis In the Irs .tivo of the as a�a dardj. Casing or finish ash spaced ( 1 �i 12 Ind a ',strength inlsrarudi.ar � d P� W t1 � 2A (610 mm). or A� nails mm) 6 i 1eon 12 hackie (306 mat) at k.aiasdirts 'Pappas. srpporat i • r • . • k • MT UNIFORM OULOINO CC • It •, 11#•••• ire +- ..•�" ►'�+•1.•► -- g. n r......,,. q.R •••• • • 10 tic 0 • • . 4 • • ogps•446. Fkot4%.va% . i • f RECEIVED CITY OF TUKWILA JUN 0 3 2003 PERMIT CENTER • • • " r FLOOR TIM/ HOLM:N. SIN! PSON U.N.O. A 1 4 'r t . _ WRAP MUM" 3z. - 140 HOLOOPIN • !UD • ANC.H0f4141b a HOL INN DOL.'S . .... �Tit4t 7 ) I '4es - . ..,...1.,... . .C.I . ( t) tm1Pr --I 0 a.. soisr AA - YeJ + oiorimitep . ib . i ." . rise- 4''' 4E 0 • (I isit le, _� a .4 vo - top 3b - I .......r...... : • it-i: ' • 0 , lb D,t..Ne.T" • TO AS ;•e' I. • to• iterT.A. to - i O' K ar vl 4.). -:1 b ci A . -i 1- LOCATE 140 2• Gnome HALL AT ENO CAP 5H C..C7 5T UGTION SAMS AS 9- EXTEND FDwl DOWN AS ' ABOVe R •. AN HOLPOISH A.B. eMBECNINT 4-• !HREi RCO AND COUPLER SHEMRINALL SGH 7UL!- STUD MANN a . MARK SH "C' ATHIN6 ON 2X Hr' . U.M.D. NMUN6 e]D6e ` 131.10D U.N.O. HMUN6r MO S HER rwv4 NANA. 8 MATE N I (AId- _ RIM JOIST y A i: rc t .: I ' P,.o ' I • SILL, PLATE ANC01.101 s Yegleold f -c' ! - _I$ / *' - d �I � ( N I�/`3� Pw o t � u tip M e'I g I � 6 YVed 7/140 ris/verw g 4 ev.e.1 i �'. It m &alai . k.4stra..:=7J-0 p 11. • i . 1 . 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Ari..f.W. .; +iR+YW"•.s..• • \ 6‘ N1/4.1 ;it °° g A) C O T I N°% I '. •` • A I I i • • a. • •.• • • _ • • %,.Hpfr1r, INK- &'1' a 1,&911 r ou . ,12,4w r iao rL4.14/ �'�T�1t1!(1MLA JUN 0 1 3 2003 PERMIT CENTER • • t r w y • S • A I Alpe 'or oweln15015111145111111110101r • 1 slop to Ad(' L S� 406i4A "( ,,44-41f 1,-Atest44.1<446. 414;4, emet vezep, dAloef AIV 411 GePki4. , lie A INV x'` CG�St� c1 � f \ • i kg/ 19.•4 • 7. .. • f air111111110 ••••••• ••••••• . / of W o ht; ; `--. 170 46 Iterq rirrif Iv -V" ir. i i • au" , l .�... .... ,..w . • 71, • • • I • • r w 0 _fro( • oae000 oatr44- 43 .P° tir 1 104# IP I kl% 444, m, iempero• ?MM.MMr'7yr1' '�"'w�A''r•"'r 1wx�r•,.Mr rN . . wr..�.�«.. - limmaimmummumommoillimillimluallimmanimismimmommuilornommilmollominamormsommounommullimmehr K •, ti • • • ' «, -... ..r..�...rr+.wYl•7 f ...,... . ,....4 • r... . • • • . , • CITY Of JUL I 6 2003 fez Nola - JUN 0 3 2003 PERMIT CENTER � N RECEIVED CITY OF TUKWI A • • • • • OATS • • V • I • • • 1 • ' • A • • 11• I • • • • • • «�•.r q. .•11,4^.�iY4.:+Nf`1w ' '.AIM y *in%. a. ^, `p` ' ^A*/'•A' *} 1T• - • ".Ys • ci_AARM Him= 'AMY*.. e,. • • . Iry. ' ...., • to ----_•Tel; egoeet a all 1,4,7/1-3 10 o tie; Ptri.reT /i 11 1°""Iti fiti"fe W All c_ goof 4ocercor? a • r • • • • imogir Alti -rat•iwirr Apv • jo�l�o�o�4� : la ; r��1•� �a,1rRe*owp .+R^*;y x + -li }tlsllonn,,' • • • le • w�w•Mww..r. • • 0 r1,NS war// • • r • .wos-: w "... iswar (" 411$ "ri w ix& Iwo, „ Plinio a ti.• . . • -4 " 1 • • • I • )4- v 4P0.4.0.4 • . _ , w"�''+1ti.nwwwc+nrr/+wM'► ^UMn+*rs • Z' m1J • CITY Of TIMWILA APPROVED JUL 16 2003 /J KK}ICU — 1113100 15 M 5 r - I • • • • RECEIVED CITY OF- TUKWIIA PERMIT CENTER • • JUN 0 3 2003 DATE bb • • IAIN4 2 t 1 Q 1 t 4/0 0 2/0 0 4/0 x S✓6) 1/6 . 0 ero 0 6/0 - . 0 GPUL.! mod- Fixed Old Fixed Q ratio 12.00 IiI! 4.00 C T II 1440 rt. 7' Ill 96A0 MINI 24.00 0. MI 41.00 J ..ir - ..... Id 2.00 brkuotnurr G� WEE •IIIIIIIIIIIINIM 18.00 (2) rid � �L. 12:12 =MIN 20.04 =MI n ma 0 MINI 60.00 ir p. slim (1) rose III wo 0 rix•d WO r 30 II 4.50 orirmis El 2/0)da• MEIN 10.00 1 39 1 ISO P=11 1 IIIIIIIIIIIIIMI 'iii MI •111111111•111 NMI •IIIIIIIIIIIIIII NMI 011111111111111111111111 III 16 1111111=111111111111 III= 1111111111111111111111111 MN 290.00 •11111111111111111111111111 tta.'M roomy t1• ems 0316 DOORS 1 5/O - b In OA . 20.000 0 9.b0 Solid urethan 1 2/ = - 6 5G wd 11.130 0.99 6.92 1 5/6" 11111111.1M11 MI MIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIM 2 91. 10.'12 Nl16HTt12 V 6I3 0.284 WINDOW M 1/1'tAC.TVRO't ET Doom M AC:TUMOR - 5.1 4 14111.4 V a • • • r • • 1 • • • ?Az °P•o•P A/ fid2><4 . f `gyp S itQrkj C.41 00.0*/#...4 "'u'l V'M'!'" 1:"r' N�" + - 'F71 `#.4•••••. e we* tt!M. Peilogg ti I )ied. we, 0NOsr- $(4 • • ..4!” r711441 • irt#44-. i rS • cklf \i) fez.% tk$ • '- Tif '; !- T '672111111rAIIIIIIIIIIIIiii11111 rn � -�o .062 .400 .540 .043 .640 .041 .640 .051 .510 • R r IAQr A155G16 'works R - ON 61 3.5 1.0 10 lltkg•Ir7 I�bb Y IiJL 6 N6 1S %W DOORS 2.0 ft. BeL101 6 TihniSer TOTAL. 5/13 PITCH -50 SLAB (R -10 YV/ TB 2.0 BELOIN GiViDE 3.5 ft. BEL.01 61 1.0 ft. .B P4 &RAPE 4/12 PIT•H Qt 116.1 14.6 144.6 10. 6IS0U1' R Orse.AMANY VA • 1= (R--1 FLAT GEI1..UN&S► Y/ ATTIC FLAT C.EIL IN•SS w ATTIG SCISSOR TRUSS ritOPOSE17 TOTAL T'O'TAL TAR.6ET u, TOTAL PROPOSED UA Building Component A. - ow,M to Sliding 4 ewingtrtg Blass Door ! Door Insulation D. V4 11 nsulatIon above a below grade B. Floor Over unheated apace Insulation P. Slab on 6rade Moor Perimeter Insulation 6. Basement Floor H. I i?lltratlon GD COMPONENT PeFowNGe APPROACH RE31DOrTW. =CAP AHOY / OTNBI FUELS 4C ,.k3 5►Lf ( -10) J1/ TS Fr. • EQUIPMENT SIZING FORM nescrlptta+ • U or P Heat Loss Value rector AAMA es Double AMA tested 1 9/4 w4anels Mood 1 5/4 SG Y■ood 15/6 50 Insul. metal w/Tr Insul. metal w/TS R--30 R -36 wood studs Ft wood studs R- 31.wood studs R-30 1.1.10 None Post 1980 .516 .375 .510 :.30 . .1 .142 .036 .051 .062 .066 .051 .041 421 :16x.6 QM 23.74. 17.25 26.E 15.16 17.44 6.'74 6.53 1.66 1.43 51 4.05 3.63 1.69 1.33 2`4.64 1.47 0.50 Design Heating Load DHL.+fhested floor area) 1605 Minimum Required Equipment 31z• : DHL x 1.0 Maximum RegNlred EtwIpnent Size ■ DHL x 2 rroposed Equipment Size (Output) 230.0 11.6 '207.0 11 116.0 1645.0 4omponent 1404 Toss Moot - e WPM Mae 316A4 114.60 PERMIT CENTEb r w M • i • r . • • •• a • • • r l — isuioiss o t ipt: 7 i0z4f) ktif rv.6440- 4tik- 42r .... - ...wrw •••0M M►Cw...dl ..,... ■•• w.., wi. •�. . �. x p `k+00w•• •• -••••rw. ti -rrr wr•0111.r.11,• OP • • • • • • • • • r • • - . ,r •.w w• tea► 0. • • cITY of zuKWIu APPROVED JUL 1 62003 As raltu --- reirk751c4W — pa6fr -46tot e• I vsfr..7 %; Ati=76 1X99 • j4.JI4— REC EPVEO CITY TUKWILA JUN 0 3 2003 PERMIT CENTER jeoNME.......1.1111.11111.1111111111111111.1.1111.11.111.1.1".."1111111111•111•11•011•1111011MINIETh 4,000.111.1 DAM • • M to sr fa • • • . • 4 • . •1 6 • • • • 4 •a • • ri ' •••••••• �r ivalm W.41 MINN ?REM Na • • INTAKE • • • • • P".0.NFm 3Os • Homo ir eie.;160 A tiYX 3o /d' H X 1 G '/i D 17E-lefrz`0YNr 4 r:p. 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The implementation of these ESC plans and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the applicant until all construction is approved and the site stabilized. 2. The boundaries of the clearing limits shown on this plan shall be clearly flagged by a continuous length of survey tape (or fencing, if required) prior to construction. During the construction period, no disturbance beyond the clearing limits shall be permitted. The clearing limits shall be maintained by the applicant for the duration of construction. 3. The ESC facilities shown on this plan must be constructed prior to or in conjunction with all clearing and grading so as to ensure that the transport of sediment to surface waters, drainage systems, and adjacent properties is minimized. 4. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded as needed for unexpected storm events and modified to account for changing site conditions (e.g., additional sump pumps, relocation of ditches and silt fences, etc.). 5. Any areas of exposed soils, including driveway embankments, that will not be disturbed for two days during the wet season or seven days during the dry season shall be immediately stabilized with the approved ESC methods (e.g., seeding, mulching, plastic covering, etc.). 6. Any area needing ESC measures not requiring immediate attention shall be addressed within fifteen (15) days. 7. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within forty -eight (48) hours following a storm event. 8. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water into the downstream system. 9. Stabilized construction entrances and driveways shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures, such as wash pads, may be required to ensure that all paved areas are kept clean for the duration of the project. 10. 'Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of 2 to 3 inches, or 2-3 bales per 1000 sq.ft. EXISTING SANITARY SEWER MH RIM: 114.75 48" MAIN UNE _ . s --__ EXISTING TER METER . PATIO i - • • 44 F.F. 114.69 PROPOSED GARAGE EXISTING SANITARY SEWER MH RIM: 114.68 1t (B N&S):101.11 IE(8 "E):101.01 IE(6"W): 101.28 OH k OH w F.F. 114.81 PROPOSED GARAGE PROPOSED RESIDENCE Lot 13 30' NW i/4, SECTION 10, T23N, R4E, W.M. PROPOSED RESIDENCE 1 . PATIO Lot 12 30' w Ii 10 TBM: NORTH FLANGE B OF EXISTING FIRE HYD ELEVATION: 115.39 F.F. 114.61 PROPOSED GARAGE PROPOSED RESIDENCE .PAT 1,0' Lot 11 30' \__CLEARING UMIT IS THE PROPERTY UNE GRAPHIC SCALE • (ate) 1 lash g• 10 It. ° o 4 • EXISTING UTILITY POLE EXISTING 12" D.I. STORM DRAIN FLOWING NORTH EXISTING WATER MAIN OH -48 "S- -0- DRAINAGE FLOW ALONG ROAD SHOULDER INSTALL TEMPORARY SI (PER DETAIL) AS NECE' INSTALL TEMPORARY CONSTRUCTION PER DETAIL (TYP) PROPOSED GAS SERVICE LINE (TYP) CLEARING UMIT IS THE PROPERTY LINE •. • ._.•• --. 4 . V'4 • Jlt NOTES: ✓ LTER FABRIC MAIERRIAL 34 MBN MADE ROLLS. USE STAPLES OR MME RINGS TO ATTACH nix TO %et. JOINTS IN WEN FABRIC SHALL BE SPLICED AT POST$. 2 d BY 14 GA. MIRE FABRIC OR EQUIVALENT . r B URY BOTTOM OF FILTER i MAMMAL IN exit" 1R I4_ I 12 'MIN • 6' MAX, \-- rx4" WOOD POSTS. STANDARD OR BETTER OR EQUAL ALTERNATE: STEEL.. FENCE POSTS A. 1HE FILTER FABRIC SHALL BE PURCHASED MI A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BA ER TO AVM USE OF JOINTS. MIHIEN JOINTS ARE (NECESSARY. FILTER CLOTH SHALL BE SPACED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVER LAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (INHERE • , THE FENCE POSTS SHALL BE SPACED A MAIOMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROG (MINIMUM( OF 12 DIES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES WIDE AND 4 INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POSTS TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A MARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE of THE POSTS USING HEAVY -DUTY MARE STAPLES AT LEAST 1 INCH LONG, TE TIRES OR HOG RINGS. THE MARE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 (NOES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. AND 12 NICHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH, THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL HOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE. THE FILTER FABRIC IS STAPLED OR VIREO DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BACKF'1LLED IMITH NATIVE SOIL OR 3/4" -1.5" WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED MA♦f.N THEY HAVE SERVED THEIR USEFUL PURPOSE. BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY J. MAINTENANCE: ANY DAMAGED OR CLOGGED FENCE SHALL BE REPAIRED/REPLACED IMMEDIATELY. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT DEPTH IS 6 INCHES OR GREATER. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. SILT FENCE DETAIL r NOT TO SCALE GEOTEXTILE FABRIC UNDER QUARRY SPALLS (MARAF1 600X OR EQUAL) FILTER FABRIC MATERIAL 2'4' BY 14 GA. MME FABRIC OR EQLMV. IN STANDARD S1R040Th 4,, FABRIC IS USED 4'x4' MMI. TRENCH. BACKf1LL TRENCH MATH NATIVE SOIL OR 3/4" WASHED ROCK STABILIZED CONSTRUCTION ENTRANCE NOTES: 4' MIN 4' Z'x WOOD POST-/ ALT STEEL FENCE POSTS WINN r Of TUKWILA APPROVED JUL 16 2003 AS NOJEO 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETA110N. ROOTS AND OTHER OBJECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DI D4SIONNS. ANY DRAINAGE FACIJTIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS IN THE PLAN. F WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2. AGGREGATE: 3" TO 8' QUARRY SPALLS PER INSDOT STD. SPECS. SEC. 9 -13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12' THICK. IT MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF INC ENTRANCE MUST BE AT LEAST 100 FEET. 4. WASH( Gt F CONDITIONS ON THE STE ARE SUCH THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WN11H THE ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO A SETTLING AREA TO REMOVE SEDINDIT. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. 5. MANTIMDICE: 1HE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY �REQU IRE PERIODIC TOP DRESSING MATH 2" STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURE'S USED TO TRAP SEDRID T. ALL MATERIALS SPILLED, DROPPM, WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEIDNT SHALL NOT BE CLEANED BY WASHING DOMAIN TIE STREET. EXCEPT MINI SMEEPMG IS INEFFECTIVE AND THERE IS A THREAT TO PUJBUC SAFETY. rte,. STABILIZED CONSTRUCTION ENTRANCE JUN 0 3 20 0' T cero NOT TO SCALE 5•1047 b • imish "w. ) lei US CA Ui 1.65 re) re) PI CX 0 PT4 Emi n I 1 I M M M D D D 4t4 Z Z Z Li a Li PROJECT NUMB 03-007 SHEET 2 OF 3 • hdlar • LOT LOT 3 LOT 4 LOT 5 AREA ROOF AREA DRIVE & WALK AREA TOTAL IMPERVIOUS AREA TAX LOT NO. 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900- 3000 SQ.FT. 1242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 3000 SQ.FT. 1242 SQ. FT. 574 SQ.FT. 1816 SQ.FT. 017900 --_ 9 5 • PROPOSED RESIDENCE F.F. 114.81 PROPOSED GARAGE 20' -0' Lot 13 F.F. 114.69 PROPOSED GARAGE PROPOSED RESIDENCE 1-6 PVC CLEAN -OUT 1-6" PVC TESTING TEE 1-6" x 4" REDUCER IE: 101.56 4" PVC SIDE SEWER S =2.0096 WITH 4" CLEAN-OUT NEAR BUILDING WALL 9 ..._ - EXISTING TER METER 40.1 .: -PATIO F.F. 114.61 PROPOSED GARAGE PROPOSED RESIDENCE 1-6" PVC CLEAN-OUT 1-6 PVC TESTING TEE 1-6" PVC WYE 2-6" x 4" REDUCERS 1E: 101.62 -4 "9- r PVC EXISTING CATCH BASIN VANED GRATE: 114.80 IE(12 "DI): 112.65 EXISTING UTILITY POLE WER MAIN S=0.40% OH (STING GAS UNE EXISTING UTILITY POLE INSTALL 1" POLY WATER UNE (TYP) 200 PSI DRISCO PIPE 4" PVC TIGHTUNE SLOPE= 2.00% MIN. DOWNSPOUT CONNECTION POINT (TYP) PROPOSED UNDERGROUND POWER,PHONE & TV CABLE 27' 31' OH OH 55' --6" EXISTING SANITARY SEWER MH RIM: 114.75 48" MAIN UNE EXISTING SANITARY SEWER MH RIM: 114. IE(8"E):101.01 I E(6 "W):101.28 0 w '10 • GRAPHIC SCALE 1S so ) lark • 10 R NW 1/4, SECTION 10, T23N, R4E, W.M. A TBM: NORTH FLANGE B OF EXISTING FIRE HYD ELEVATION: 115.39 CLEARING LIMIT IS THE PROPERTY UNE TBM: NORTH FLANGE BOLT OF' FIRE HYDRANT ON NORM SIDE OF 43RD. ELEV: 115.39 EXISTING UTILITY POLE EXISTING 12" D.I. STORM DRAIN FLOWING NORTH -0- OH 4" PVC SIDE SEWER S =2.0096 WITH 4" CLEAN -OUT NEAR BUILDING WALL G DRAINAGE FLOW ALONG ROAD SHOULDER 48" DIAMETER DRY WELL (TYP) PER DETAIL TYPE 1 CATCH BASIN (TYP) 1 -4"PVC WYE 1 -4"PVC CLEAN -OUT PROPOSED 15' SIDE SEWER EASMENT IN FAVOR OF LOT 11 PROPOSED GAS SERVICE LINE (TYP) CATCH BASIN DATA CBI GRATE: 114.21 IE: 111.21 CB2 GRATE: 114.35 IE: 111.35 •e CB3 GRATE: 114.81 / IE: 111.61 i \\\ EXISTING WATER MAIN OH . _ _ 5 - .,.� ..,.. _ -- - - EXISTING CATCH BASIN v t4'" VANED GRATE: 113.57 IE(12 "DI): 111.7 /// -443"9- ir • .. • • No • • . • •i• • L • MII/MX• MEWED tVERFLOW 7 ,,ROOF DOWNSPOUT 4' PVC .110111. .11■111•10 DRAINAGE PLAN NOTES: 1. STORM WATER RUNOFF' FROM THE ROOF AND DRIVEWAY AREAS FROM EACH LOT SHALL BE COLLECTED IN A TYPE 1 CATCH BASIN AND THEN ROUTED THROUGH A 4" PVC PIPE TO DRYWELL(S). 2. A MINIMUM OF TWO DRYWELLS WILL BE INSTALLED ON EACH LOT. ONE FOR EACH 1000 SQ.FT. OF ROOF/DRIVEWAY AREA. 3. THE FINAL GRADE ELEVATION SHOWN ON THIS PLAN MAY BE ADJUSTED AS NESESSARY TO REDUCE CUTS /FILLS AND /OR MAINTAIN 1% MIN /5% MAX SLOPES FOR DRIVEWAY, OR TO FACILITATE DRAINAGE FLOWS ALONG 43RD AVE. S. 4. INSTALL FILTER FABRIC OVER ALL CATCH BASIN OPENINGS DURING CONSTRUCTION. 5. SOIL LOG TEST HOLES WERE DUG ON THE LOTS NEAR THE DRYWELL LOCATIONS. THE SOIL TYPE AND STRATIFICATION WAS TYPICALLY AS FOLLOWS: 0 --3.0' BROWN SILTY FINE SAND 3.0 -9.0' GREY /BLACK SAND NO EVIDENCE OF WATER TABLE ENCOUNTERED SCS SOIL CLASSIFICATION: URBAN LAND 6. ALL PVC PIPE SHALL CONFORM TO ASTM D- 3034•- SDR35. SLOPE =2.00' /. MIN. 1/4' MESH SCREEN ON PIPE INLET ,p, 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE 4" MIN. COMPACTED DEPTH* ASPHALT TREATED BASE DRY WELL DETAIL 10' SCALE 1 TYPE 1 CATCH BASIN WITH VANED GRATE INSTAi.L 24' - *4 REBAR AT CENTER OF DRYWELL FOR FUTURE LOCATION AtCHBASIN REQUIRED L� J SCALE: 1 " -2' NOTE: 1. SANITARY SEMIER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUK ILA INFRASTRUCTURE STD. DWG. SS-2. 10' 48" • z N U 12' MIN. A TABLE OR PRIVATE DRIVEWAY CROSS - SECTION CITY OF TUKA JUL 1 2003 AS ArOfLu 6" MAX. * NOTE: MATCH APRON SUBGRADE WITH SUBGRADE OF WIEST MERCER WAY 4' -4' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC UNER ON SIDES AND TOP OF DRY WELL BOVE SEASONAL WATER RESTRICTIVE LAYER SUBGRADE COMPACTED TO 95% MAX. DENSITY (SEE SPECIFICATIONS ON SHEET 1) JUN 0 3 2 Peollon 1::1)3 0 r N 0 U) tJ) Vi 0 2 I 00 M M O O O O N N D D 00 Z Z PROJECT NUMBER 03-007 SHEET 3 OF 3 11.4 414. • w