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HomeMy WebLinkAboutPermit D03-172 - DOAK HOMES - LOT 12DOAK HOMES -LOT #12 12234 43RD AVENUE SOUTH D03 -172 Tenant: Name: Address: Owner: Name: Address: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No,: 0179000309 Address: 12234 43 AV S TUKW Suite No: DOAK HOMES INC 12234 43 AV S, TUKWILA WA DOAK HOMES INC 11812 26 AV SW, BURIEN WA Contact Person: Name: DARRYL DOAK Address: 11812 26 AV SW, BURIEN, WA Contractor: Name: DOAK HOMES INC. Address: 11917 4TH AVENUE S.W., SEATTLE, WA Contractor License No: DOAKHI *092NZ DESCRIPTION OF WORK: 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, DRIVEWAY ACCESS, TESC, LAND ALTERING, STREET USE, AND UNDERGROUNDING OF POWER. Value of Construction: $ $167,096.40 Type of Fire Protection: N/A Type of Construction: VN Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: doc: Devperm Public Works Activities: N N N Y N N Y N Y Y N DEVELOPMENT PERMIT Private: Profit: N Private: D03 -172 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 372 -2280 Phone: 206 246 -6587 Expiration Date:08 /01/2003 Fees Collected: $9,951.01 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Size (Inches): 0 Number: 0 Start Time: End Time: Volumes: Cut 30 c.y. Fill 30 c.y. Start Time: End Time: Public: Non - Profit: N Public: DO3 -172 07/29/2003 01/25/2004 Printed: 07 -29 -2003 l:<,.' r. iS;. Ariaia 1Ylixi: 8�LVS :'n:m::.ca..:➢_u.' City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Meter: Y doc: Devperm ** Continued Next Page ** D03 -172 Printed: 07 -29 -2003 Permit Center Authorized Signature: Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. D03 -172 Date: 7 / 2- 9 Print Name: i //Ip / This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 07 -29 -2003 .w,ui::;r:raY.,;.::: Diu ;:aia.«.;;$:.9•e:,A:S:::+;:t«.� • Parcel No.: 0179000309 Address: 12234 43 AV S TUKW Suite No: TOTAL WATER FEES: $2,280.00 doc: Miscperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 WATER METER INFORMATION METER #1 D03 -172 Permit Number: DO3-172 Issue Date: 07/29/2003 Permit Expires On: 01/25/2004 DESCRIPTION OF WORK: 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, DRIVEWAY ACCESS, TESC, LAND ALTERING, STREET USE, AND UNDERGROUNDING OF POWER. METER #2 METER #3 Water Meter Size: 0.75 0 0 Quantity: 1 0 0 Water Meter Type: PERM Work Order Number: 5204D03 Connection Charge: Y $60.00 $0.00 $0.00 Installation: Y $490.00 $0.00 $0.00 Additional Install Deposit: $0.00 $0.00 $0.00 Plan Check Fee: Y $10.00 $0.00 $0.00 Inspection Fee: Y $15.00 $0.00 $0.00 Turn On Fee: Y $25.00 $0.00 $0.00 Subtotal: $600.00 $0.00 $0.00 Cascade Water Alliance (RCFC): Y $1,680.00 $0.00 $0.00 Printed: 07 -29 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0179000309 Address: 12234 43 AV S TUKW Suite No: Tenant: DOAK HOMES INC PERMIT CONDITIONS Permit Number: D03 -172 Status: ISSUED Applied Date: 06/03/2003 Issue Date: 07/29/2003 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. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 7: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 8: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear 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. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: Manufacturers installation instructions required on site for the building inspectors review. 14: 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. 15: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 16: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. doc: Conditions D03 -172 ka; at(:rt .ri�.�"''�`'�`tT�it+�R .laf.�itV:4a? Printed: 07 -29 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 17: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 18: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). 19: Sheet 5A shows a structural extension into the sideyard setback; only eaves may project into the setback 18" maximum. 20: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 21: 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. 22: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. 23: 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. 24: Any material spilled onto any street shall be cleaned up immediately. 25: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured). 26: A $2,000 bond made out to the City of Tukwila for possible property damages caused by activities. 27: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 28: 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. 29: 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. 30: 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'. 31: 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. Signature: doc: Conditions D03 -172 Date: 7 / 2 ;/c Printed: 07 -29 -2003 Site Address: Tenant Name: A.0- CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Company Name: , '</i1 5 f,f c 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 ** Property Owners Name: ),9n. /E /iU' c Mailing Address: /1 f72 - 2 6 9 -* -L /- S. et- Name: , /¢/1.�� /'° �nfs� / S. . Mailing Address: 1/F /2 - 2 6)% /i d �� E -Mail Address: /VA GENERAL CONTRACTOR INFORMATION Mailing Address: / /S'/ 2. - 2. (/Z /;-t'e 5 44) 4 9 City . State Zip Day Telephone: ; , j _. 3' 72 - 2 ' f Contact Person: D/g/e.e1 r �dQ k �'• ■ E -Mail Address: /1 "/9 Fax Number: Zo f," - 5/e 6 S 7 Contractor Registration Number: CCc ( - flkAiI Cr't'2/t'Z, Expiration Date: g / & 3 * *An original or notarized copy of current Washington State Contractor License must be presented the ti a of permit issuance ** CHITECT OF -RECORD = AlCptans must:,be.wet stamped by;Architectof Record Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: � ENGINEER: OF RECORD. All plans must be wet stamped by Engineer of Record Ie it e r E -Mail Address: T Contact Person: tapplications\permit application (3.2003) 3/2003 4 Page 1 King Co Assessor's Tax No.: O%'790 p . D 3 D 7 Suite Number: /6/,9- Floor: y0- ilJ New Tenant/ .... Yes City Day Telephone: 2 0 6- 3 7 2- .2 z d City State Zip Fax Number: 2 0 6 - 2 Yl - es - r7 City Day Telephone: Fax Number: son �2• r7 City, . .. State Zip Day Telephone: `yZ 5 ' P ' /fig 3 Fax Number: L r' Z c/F'S --l� <• State State $7,V Zip Grp f / (/, Zip y.. <� �rtr..� :x err/�"i }�li??:: Y•1, nit ?;, "i'.lk:l ?t�. Ck.'f �i�(��. GILDING; P.ERMIT< INFOR1"TION =: Valuation of Project (contractor's bid price): $ l E /7 /00, Scope of Work (please provide detailed information): r ` / ) - i c Will there be new rack storage? ❑ ..Yes \applications \permit application (3.2003) 3/2003 6= 431 =3670: Page 2 Existing Building Valuation: $ If "yes ", see Handout No. for requirements. Provide All. Building Areas in. Square Footage Below 1 5 `Floor.:;:;: 2 " " Floor 3t° Floor Floors ' thru Basement Accessory Structure* Attached Garage Detached Garage • Attached Carport : Detached .Carport,: Covered Deck Uncovered Deck Interior Existing . Remodel i d4 N c4- Addition to Existing Structure it 14 New /v/ !U / h t Zit/ 6 47- / /L //h Pi N N I9 Type of Construction per UBC £ " cv,,Crinf Type of Occupancy per UBC 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): I ( n 1' Floor area of principal dwelling: 2 / / 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: o&. Handicap: Will there be a change in use? ❑ ....Yes ?.No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: D.. Sprinklers ❑..Automatic Fire Alarm RrNone ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? a. Yes S afety Data Sheets. �7 ''Prt7BLIC WORKS , PERMIT:INT IMATI Scope of Work (please provide detailed information): $ t`/' ' 7 t? / ti S' /WV/ 5 c'W &' 5 1A-9-14-P/^ m ele/ j l,Ls 7C iter 2 t f2 e c, e - G c4 A/ < <c�u f Io v c° r< c',3i/ ,s -7�.e— : De 4e pr t- r r h2 kph 1 1 L/ Please refer to Public'Works Bulletin #1 for fees and estimate sheet. Water District Tukwila ❑... Water District #125 ❑ .. Highline ❑ ...Water Availability Provided Sewer District .Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑ ... 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. Submitted with Application (mark boxes which apply): Civil Plans (Maximum Paper Size — 22" x 34 ") Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance - ErEasement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ul...ConstructionIExcavation/Fill - Right -of -way ✓ Non Right -of -way ✓ •{Ri Total Cut 0 cubic yards ❑ .. Work in Flood Zone Total Fill j0 cubic yards ❑ .. Storm Drainage ECSanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Permanent Water Meter Size... )/V. ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public \applications \permit application (3.2003) 3/2003 Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ „ , 1 Call before you Dig: 1- 800 - 424 -5555 „ WO# 520 4-D03, WO# WO# Private Private ❑ ...Renton .. Geotechnical Report ❑ ...Traffic Impact Analysis J .. Maintenance Agreement(s) 0... Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours „tat' Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation •te Utility Undergrounding ❑ ...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: Zip Day Telephone: City Water Meter Refund/Billing: Name: Mailing Address: State Day Telephone: City State Zip Page 3 • iY DrG. +i :r . ti Unit Type: Qty. Unit Type: Qty Unit Type: ' _:• " Qty Boiler /Compressor: Qty Furnace <100K BTU , Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU 14' Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 .. Floor Furnace Ventilation Fan IS -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 Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind tiMECHANICAL PERMIT: INF.OKMATION —206-431-3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: /1f /1r Contractor Registration Number: :bef /` #2 f2 )V - Expiration Date: g - > — 6 3 * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** E -Mail Address: Valuation of Project (contractor's bid price): $ 3 co 0 Scope of Work (please provide detailed information): ' � r' - -, /2V ev / Ji, ��� �> „� , teed t i - s ! 1 � e P � / � � / , '1-v 4 P i 4 l'C /t4 9 ? '-/ Use: Residential: New . Replacement .... [] Commercial: New ....0 Replacement .... 1J Fuel Type: Electric El Gas ....[J Other: e f 6 fC '7 ,d a- Indicate type of mechanical work being installed and the quantity below: IT APPLICATION NOTES Applicable 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 THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O R OR UTF- RIZED AGENT: Doak Homes, Inc. Signature: ec e 6/ - 11812 26th Ave SW Burien, WA 98146 Print Name: Mailing Address: Date Application Accepted: Date Application Expires: /z - � d3 Staff Initials: i \applications \permit application (3.2003) 3/2003 Doak Homes, Inc. - f 1131 z 26th Ave SW Burien, WA 98146 ), AY (t sd- 1 ` Page 4 , : , ,s, • - City State Zip Day Telephone: 2.C'6 3 7 2- 2 27e) Fax Number: Day Telephone: 20 6 3 72 ` 2 City PT Date: (n Slate Zip UB LIC WORKS. PERMIT INf QMATIO Scope of Work (please provide detailed information): '$ Lf S / /W/ 5' re _ er'S' I:(,-2 r m e/e #5 e∎t41 E'i`,r^ 2t4 f? e7c4P ee-- l t t �"' ‘`0eGe4 Pf0eve v 4 p'Jx' iv Lot I 745 / L/ t'AtI Water District ...Tukwila ❑ ...Water Availability Provided Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. 0... Water District #125 ❑ .. Highline ❑ ...Renton Sewer District Z.Tukwila ❑... 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. Submitted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size -22" x 34 ") . t ....Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance - BEasement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ` e...Construction/Excavation/Fill - Right -of -way Non Right -of -way ✓ 'E ac. Total Cut 0 cubic yards Total Fill 0 cubic yards Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Permanent Water Meter Size... VV. " wo# 5z0 4.3)03 ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size WO# ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line \applications \permit application (3.2003) 3/2003 Domestic Water Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line .. Geotechnical Report ❑...Traffic Impact Analysis ET.. Maintenance Agreement(s) ❑...I-Iold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours Or:Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage Number of Public Fire Hydrant(s) ❑ .. .Deduct Water Meter Size ❑ ...Water ❑ ...Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Mailing Address: . Page 3 Day Telephone: City ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation '. Utility Undergrounding State Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Zip Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0179000309 12234 43 AV S TUKW DOAK HOMES INC R03 -00915 SKS 1165 DOAK HOMES INC Payment Check 3258 BUILDING - RES CASCADE WATER ALLIANCE PLAN CHECK - WATER METER PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE WATER ASSESS - ALLENTOWN WATER CONNECTION WATER INSPECTION FEE WATER INSTALLATION (DEP) WATER TURN -ON FEE Description RECEIPT Account Code 000/322.100 401/386.550 000/345.830 000/342.400 000/342.400 000/345.830 000/386.904 401/379.004 401/379.002 401/342.400 401/386.520 401/343.405 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 8,724.55 Current Pmts 1,374.55 1,680.00 10.00 23.50 82.50 -.50 4.50 4,960.00 60.00 15.00 490.00 25.00 Total: 8,724.55 D03 -172 APPROVED 06/03/2003 8,724.55 07/29/2003 09:46 AM $0.00 O7/30 '17 :L6 MAL. 375960 Printed: 07 -29 -2003 winSi" u.`. Sb'. a�GN:.o:.i:w:::ui..'•aaw:�a:n+w Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0179000309 DOAK HOMES INC R03 -00690 SKS 1165 Payee: DOAK HOMES INC TRANSACTION LIST: Type Method Description Payment Check 3132 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW 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 1,226.46 Current Pmts 893.46 250.00 83.00 Total: 1,226.46 D03 -172 PENDING 06/03/2003 1,226.46 06/03/2003 03:09 PM $1,485.55 9E9 06/04 3,'7.6 TOTAL 3666.38 Printed: 06 -03 -2003 • Prrt Type of Insp ion: Ar r o 3 , ( 3 441. (Date Date Called. n 5 cial Instructs ns: Date Wanted: rri a o Requester: ij � Phone No: — ` INSPECTION NO. B Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 b03 PE (20. 431 -3670 El Corrections required prior to approval. COMMENTS: t `►� �► yv Date: $4 .00 REINSPECTION FEE REQUIRED. Prio to inspection, fee must be p d at 6300 Southcenter Blvd., Suite 100. C II to schedule reinspection. Receipt No.: Date: v ^t'ii t'� ' - ffE:t1�R�'l�letf COMMENTS: 4/2- 7/o 1 / Ft,/. q 1- Afi 7! 0 G / t v` "' A/ Date Called: c 4 6, /a y Li/24/0 -, i c, n Special Instructions: Pe( rr1 i f i1CK 1 .41 C 104mo t c ,�_ —, i i0 -7/ IUy m /7 ( 4 1 rM /Lc) &1 � C Nv ar (1q7/ 7 ' gi I.� / . -F 6 f 1, 1 1"/z7/DV j2 . f:J 0 r i e I/2-71dr -7c Qlp-0.-1,1 Pro'ect: ` GC.K /- _ rrl -e.s Type of Inspection: / f u r� nc . Address: I as 3 Y 1 .4te5 Date Called: c 4 6, /a y _ Special Instructions: Pe( rr1 i f i1CK 1 .41 C Date Wanted: /a �/ /� "1 /may (a, „,1 �p-m Re nester: r(1) be) Phone No: c O(t, c1 � - 2) S d LA 35 .t�. -101 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. El Corrections required prior to approval. Inspector: 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: Projec OG ‘(') Vile S Type .i; Inspection: 14 - v 1 1 -IA. u ic44 i o' L (' t k . Address: 1 2 .) -2 ) 4 1 . L A 3 AU 5 Date Called: f 2- ( - e7 1 • () Special - Instructions: Date Wanted: ) a.m_ Requester: Phone No: / l�l INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P ect: to y i r _ „ _ , Type of *nspltion a Addres : I Date died: pecial Instructions: Date Wanted: ? I a. P.m. Requester: n / % Phone No: (atn -S - 7, 860 13 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector:C t r ; w�� �'' 1t a + k Tvw INSPECTION RECORD Retain a copy with permit Date: -2 cl V / 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: sJ Pro 4 ct: O4 - E n04 Type of Inspection: / ' (,v ��Loa,. Address: > 3 ` S Date Called: D /0y Special Instructs ns: Date Wanted: • J Cam :1 i Q p.m. Requester" �,�{ � � -t Phone o: / a : fro - 4 • k• •.';., a r' • • �.: u�i�r�.' sxl; tkk���4 'sa��k7L.s`c�i'��:'Nr?�st; I i- INS CTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 proved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 COMMENTS: Corrections required prior to approval. In ect r: ,C <... d-1.■1 Dat f /z.,/ ED S 7 .° REINSPECTION F E REQUIRED. Prior to inspection, fee must be p .drat 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: c( . • h cr- i or - C f Nyiroveal W VA_ \ • Type of Inspection:. _ . • 1 L,,,,i.- fe: ‘)--' i lit - v (x.)r — 11.1/4/ \ O 1 (7%e\ Date Called: Special Instructions: .,.., ,.... '..., ....-,: / . ,;,,j Date Wanted: 2- ...7e- e) 5/ La.t p.m. Requester: / . 1-47 ,a/L Phone No: ' ,—o 6 2 — c .." 7 :,2(f O . Project:/ . cy./ s ir: - e.c'-. //; Type of Inspection:. _ . • 1 L,,,,i.- fe: ‘)--' Address: 4,23 , Date Called: Special Instructions: .,.., ,.... '..., ....-,: / . ,;,,j Date Wanted: 2- ...7e- e) 5/ La.t p.m. Requester: / . 1-47 ,a/L Phone No: ' ,—o 6 2 — c .." 7 :,2(f O . Ar INSPECTION RECORD Retain a copy with permit / 7.2- INSPECTION NO. PERMIT N i 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 t!rApproved per applicable codes. El Corrections required prior to approval. Inspector: Date: 2 — 0 1- 1 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: s 1 1 ^ n n � / +'cam- I .) vv \Je , 1- 70 PV J- 0 O & ( ` k v\( (a-NT ()SPA 1(I ) \ v\ l 144-- ha r P -e ( to r- vJ 0 0 V, r 'e- ∎ -l-L k-e. v. n v, ( 7)0u/der 1OR -. 1 A .S ai 4 .. 1 P r A P-CI v- 1\1° \ 1r\ 5 PC 1 1 (1..- l' a:m Requester Phone No: Q -- - -- . Prolect� ,� /{ I � pC/' \ , 1 ^ n n � / +'cam- TYP�e_ �offInspection: 1144 t V- t r i 1 --• 34 Apate �, �11 . ��`� , �� Date Wanted: a:m Requester Phone No: Q -- - -- . INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 El Approved per applicable codes. 1 -3670 Corrections required prior to approval. Inspector: Date: 4 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: 1 ) u Q_ v0 ra GI e. I •) J...∎(\s o f 1 rt✓\ 041,5 4 ✓' 1 h 1 n r 4--1 1 7 ,....\" i k)VNr(n N Onv.,1 1.41 iiN (-tu« Ca ) - f-nu4- Ct k0 v e. a, A I-A -r7 - 1 ' , '' 4 91 L G ► re ev ,r\sppc�, 0_, 2,) litVc>14A(Al; 01" ,v s1-e4 1.1 1 i h >^e 4- Jvi 0 k:DA Q D)ve 1Aara.? -Q ., - RP Or\0 0-Q , v\ el f\-Prei i I ).r ‘ 1, -, Sa ,Pc:-1 , , ab gym. \ �1 jj 1 p Rtu ter: i Phpe N10 rz 7) o ectt: v a/K_ - 1+0 V Tye f Inspe tion: q , o Address: 1 A Q3L 4-3 Al2,c Date Called: -, \ ‘ (D4 __.. -4 Special Instructions: Date Wanted: gym. \ �1 jj 1 p Rtu ter: i Phpe N10 rz 7) q INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .Po . -17D. PER I Ni ( 06)431 -3670 Approved per applicable codes.. Corrections required prior to approval. Inspector: $ - Ra„J Date: 2 19- 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: Projec ;_ \11 t rj vvP 4 , I Type of Inspection: f U 1M ! vi l� Add ess: L 1?—z3 T 4 s. Date Called: ' - 1 lJ Special Instructions: Date Wanted: e nic m. Requester: --.) Phone No: t INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspector: 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: Proje . Cc l , -40 \M P Type of Inspectio • Lo ( Ci 2- � ,r�r Address: Ao.c Date Called _ 4 1 Special Instructions: Date Wanted: a.m. P.m Requester: V Y.... \ Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 4 1-,f4r Date: n- 02_ I 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 14 Type of Ins ection: • k Address: / Z G 3 `/ 4 /. J9r.J 5 Date Called: ;' • •ti`1-1J- , ` 2 /- -- 04 Special Instructions: E ' \ 3 ) 3 ! /I CA V k Date Wanted: . J)( j P Requester Phone No: 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 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: X CV" ths■J,rA�+ I ow, P O4-9 MU .0 1j csf 11 .J - " hn; c i' riY ;\t rc1t ,nk �� v� Inspector: () �`� 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: Prgje / , ,U//2�UG�'� Ty P_p e sp n: 1/t/'( 1 1 i Add � LI ' n --fit 1 '1 { T T "' Date Called: / / �. / / SLecial Inst D ate Wanted: ((( i .m. Requester: (1 Phon cY — \ i/ S COMMENTS: coa-I - A /A./.4, /Al / ^ Ale Ai rt 0\1 t 4- - 3‹ ), Ai i,(1),) :at,/ .r. - , 4 9 ,p)?...0,1 i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ins ector: pproved per applicable codes. Corrections required prior to approval. ) 14 INSPECTION RECORD Retain a copy with permit Date: I r)6 PER 206)43'1 -3670 ) $47.00 REINSPECTI o N FEE RE Prior to inspection, fee must be paid at 6300 Southce ter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prod � Type rnspectio /> , // Ad Date Called: L/ 1 / 11 Special Instructions: Date Wanted: i i �) ! I .m. p.m. Requester: I Pho7N6 tsi J , 54 INSIVTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1.00, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. Date: a 0 7.00 REINSPECTIO111 FEE REQUIRED. Pr or to inspection, fee must be id at 6300 Southcen er Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: wader Seievice Address :)2.234 43rd Ave C •.7 Date Called: q- 3D��D3 Special Instructions: Date Wanted: 10 -1 -0 a 3 �'• O/ r/03 Vat 0 e . . ) 4 4 3 - - - - - - L. k C.._.e.A..Q G t -<<-i V- CN1 �; �C..) 1, , ,ry a ! _ <?qF i� -! 2? 'ANA .1-.4..1 � t ., (r"-C t. ..t.�. d -c' e !!f w 1 Project: DO C1) Homes Type of Inspection: wader Seievice Address :)2.234 43rd Ave C •.7 Date Called: q- 3D��D3 Special Instructions: Date Wanted: 10 -1 -0 a 3 �'• Requester: 1X4Yry1 Doak Phone No: 2O6+37Z 22:8 0 .1. !. ..,1' h s : T i' r�fi3 '.?34��'.�w�'ti;rtckJ'xv«:ihai i�< -"r::C %iis".,aCl P03 --172 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. ID Corrections required prior to approval. Inspector: i t / ki Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection Address: Address: 12234 1 .13rd Ave s Date Called: iO _03 Special Instructions: Date Wanted: a.m. Q -- 3 - 03 CIS Requester: Di Yi' i f),,,,‘ I< jJ Phone No 2o6 372 lc ft3 /oZ1 p T�..��G,t .t.....�' -1/1-04- \ `'J t. I (.#l. b , a d � 1.,i L.... i ) ! ' t rid.. 0.L rvlri_ C \ \..,E,'. i ti. (-.„) (.. ti Project: Poc Horn n Type of Inspection Address: Address: 12234 1 .13rd Ave s Date Called: iO _03 Special Instructions: Date Wanted: a.m. Q -- 3 - 03 CIS Requester: Di Yi' i f),,,,‘ I< jJ Phone No 2o6 372 INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Doi- )72 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. a Inspector: 1 U.0 Date: pi a i . )3 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: S , ) d< ) i-me� A ress: I2 q-.3 74 ✓ e S Date Called: n9 /(9 00 ,, --,-. Special Instructions: Date Wanted: , a.m., 0 : /.(.76 , P.m. Requester•j .. y < Phone No r Li -_.-, !._ 06 l 2_ /.) 2, S. V rE.L.l JC ' 1 61k:7 .F o P , O A/ (.) .s f),...6 _. eh /ta , t- ) 1 is i" (11;1 ..tit. .:, 7 ,. ill . `1/, te r .A q J J -� . - -,1... : -. A , ; l 2.. z. 7.4, 4/ a, ' L 1, Project: Type of Inspection: S , ) d< ) i-me� A ress: I2 q-.3 74 ✓ e S Date Called: n9 /(9 00 ,, --,-. Special Instructions: Date Wanted: , a.m., 0 : /.(.76 , P.m. Requester•j .. y < Phone No r Li -_.-, !._ 06 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 353 El Approved per applicable codes. ❑ Corrections required to approval. • \ h Dat e: , C v c /7 Id( { El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: Receipt No.: Date: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Prtej ct: Ty pre) of Inspection: p c a A r s: Date Called: Special Instructions: Date Wanted: / s / 'CM j ( p.m. Requester: 6 Pho e No: (0) INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • } D PERMI (206 431 -3670 El Corrections required prior to approval. COMMENTS: C OAc If P-e c 7'G ..LV\Sc1 tc tltt -� Inspector: 32 (pA6,9.4r Date: —�� -o3 $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: �l - /VW 4 Type f Inspection: 01A-n G + i on Lc-a 1I5 Address: Da a Called: Special Instructions: ()OVA ' 2' 3D Date Wanted: • b&i613 a.m p.m. Requester: T1 61 r Phone : Liz -- 7gg '7 INSPECTION NO. Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit P° CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: Date: 8- IS-cr $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: Px,ojg ct: .)Oct _IC t4S 4 . Type of Inspection: , -h3L,crid6c170/1 - 17kth4 Date Called: Address: l 2 - i / S p e c i a l Instructions: f Q WA 110 014 Date Wanted: 17 gb // Requester: P h N .7 23 i • INSPECTION NO. ir.rrrr!TIT, . INSPECTION RECORD Retain a copy with permit 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: Insp ctor: I I C.A...., .1 7.00 REINSPECTION IFEE REQUIRED id at 6300 Southcen r Blvd., Suite 1 Receipt No.: Date: Prior to inspection, fee must be 0. Call to schedule reinspection. Date: 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 7 Permit No. f r no? Gsa Stfik 010 POOP, l oSs2A.--0$9tV14,;\ 10, eNgLoOe c• le) vn� FILE COPY PERMIT SEPARAT REQUIRED FOR; SNIECHAN jet LECTRtCA "PLUMBIN (GPS (PIPING CITY Of TUKWILA DIVISION BUILDING DI cri Of 10 AL 16?A Do3 172, V. -0r. fitOr,'n Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Above this line reserved for Recorder's use DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS Grantor /Borrower: :)/i-. 4-,F ( 5'.' > o9,E / /u/ / f 09i Grantee /Beneficiary: CITY OF TUKWILA, a Washington municipal corporation Document Reference Number(s): .7)© 3 —/ 7 2 Section/Township/Range: N. te, � Sec 7{ rciY 1 / O - is...?/t), 60, /) , Assessor's Tax Parcel Number(s): 0/ 7 70003 D 9 Property Legal Description (abbreviated): The Grantor, /Gmef //cc , conveys, warrants, and dedicates to the CITY OF TUKWILA, a Washington municipal corporation, the following described public water /sanitary sewer /storm water utility improvements: rvS A9// 3/5' . 7-7 e Y C ,^ r yn owe,- A.1ry 4, pi Nez,e0;5 StRee7 IA,5 -l/ vrve 3% /P,^ ENGINEERING COSTS: CONSTRUCTION COSTS: TOTAL: DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS $ $ /6s0. °O Page •I of 3 ::r.`�•.k5c INSERT EXHIBITS w • G DRIVEWAY Dc • 1 1 L et .F. 114.69 ROPORFn UH UH DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS UM F.F. 114.61 UH w w INSTALL WATER METERS C AND . SERVICE CONNECTION 'PER ..:CITY STANDARDS (TY . 48" TRUCK SEWER Page of 3 OH— DR) RO) 1-6" PV' 1-6" PV( 1-6" PVc 2-6" x 4' IE: 101.E 48" 1 -4"P 1-4 "F 4' PVC S=2.009 CLEAN - BUILDI■ PROP( SEWEF t v,: ;:ii'7`i£3ti:7: &16�i h' 5 �f' •:J'.; *. situated in King County, State of Washington. DATED this a day of , 200 4 / STATE OF WASHINGTON ) ss. COUNTY OF KING ) By: On this 26tb day of Ap(i/ , 200 before me personally appeared )) u 'ry) E. DoaK, Sr , to me known to be the Pas, dent f of Doak homes, 1-M. , a Washington corporation, that executed the within and foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute and in fact executed said instrument on behalf of the corporation. =' x GE A. D FN %I Given under Q' I jd Q'f �liial seal this •2& t1, day of Aped , 200 i NOTARY % i Type/Print Name A lice, 4. Deacy e ` ', , i Notary Public in and for the t // /0 ' (.1\ ;,. PUBLIC State of Washington residing at Re '7"0r) � � �` � • . ' My Commission expires 6— lh I� i . . � -0 .. - ' %‘ W A SMN ■ ACCEPTED'AND'APPROVED for the City of Tukwila this day of , 200_, By: DEED OF CONVEYANCE OF PUBLIC IMPROVEMENTS GRANTOR: 30x 7VcM P S /mac (print na e) 'title) CITY OF TUKWILA Steven M. Mullet, Mayor DEPARTMENTAL APPROVAL: James F. Morrow, Public Works Director APPROVED AS TO FORM: City Attorney's Office RECEIVED FOR FILING: )ane Cantu, City Clerk Page 3 of 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 RE: Small Site Drainage Plan Soil Report for Lot 12, 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: Timothy L. Schriever Professional Engineer SL1: 0 -3.0' Brown Silty Fine Sand 3.0 -9.0' Black Sand No evidence of a Water Table 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. EXPIRES 10/4/ 0. I April 4, 2002 fa CITY RECEIVED JUN 0 3 2003 PERMIT CENTER 1)09)-ro. Return Address: Tax Parcel No. 017900- 03 / D Doak Homes, Inc. 11812 — 26` Ave. SW Burien, WA 98146 RECEIVED Z CITY OF TUKWILA Z PERMIT CENTER re u" 6 JUN 0 3 2003 U cn 0 • Lu J w 0 2 J u. Q In consideration of the approval of the City of Tukwila of a building permit relating to real = a property legally described as follows: z�. Lots 13, Block 2, Allentown Addition to the City of Seattle, according to the Plat w o uj thereof recorded in Volume 12 of Plats, page 100, records of King County, Washington; 2 Situate in County of King, State of Washington. v 0 O H- wW u' O ..z U= O ~ DECLARATION OF COVENANT ASSOCIATED WITH SINGLE FAMILY STORM WATER RETENTION FACILITY 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 1.4! rt.�RI P03-Ill- z 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 z heirs, successors and assigns. They shall inure to the'benefit of each present or future successor 6 in interest of said property or any part thereof, or interest therein, and to the benefit of all the v o citizens of the City of Tukwila. w 0 J LL w QQ LLQ cn a z = STATE OF WASHINGTON) COUNTY OF KING )ss z ui U 0 - 0 1- w 0 me known to be the individual(s) described in and who executed the within and foregoing LL instrument and acknowledged that they signed the same as their free and voluntary act and deed, w z. for the uses and purposes therein stated. U 0 z On this day personally appeared before me: Given under my hand and official seal this Doak Homes, Inc. Darryl Doak, Sr., President NOTARY PUBLIC in and for the State of Washington, residing at Commission Expires: VOA , to day of , 2001 .LSS..tvC:u�:ix ACTIVITY NUMBER: D03 -172 PROJECT NAME: DOAK HOMES - LOT 12 SITE ADDRESS: 122' C 43 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 06 -03 -03 Revision # After Permit Is Issued DEPARTMENTS: 1N �n 1- ) n o ' Building Division Pub 'c WW � 0 Structural ❑ APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions REVIEWER'S INITIALS: Documents /routing slIp.doc 2-28-02 14ERMIT COORD CORY PLAN REVIEW /ROUTING SLIP 6(1 n1A 6 -16 -� Fire L] P COORD COPY Planking Division Permit Coordinator DUE DATE: 06 -05 -03 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 07 -03 -03 Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: nv.➢N»'4*t$WJ NY!wce YaIT•Y' I :..Httw�Mnw�V�'!Y.waY�XtA ^f+'c�av OTtTERED•AS ' BY LAW NST' .CONT .. °GENERAL;' .:.• . •., .. EXP DATE 1 ` °DOAKHI *092NZ 08/01/2.0 FFECTIVE w DATE . :08/09/0 AK''HOMESi'INC • J U911 :4TH,: SW :. ;j , SEATTLE:1WAt. 98146 .. •. -.r r - r ∎. • Inc=z.tri 2 241 3. 1 x 6 ams x 142.12.911 mom sr Mir Noi firer wl ' '.: 2 2* 4. Wider Brat e x e • - an x 1St for to a* ha as i i.9 i . r 61 , T. 1e . '.', '.. .( . ... r . r rt 1 it ) Tr! to • . . . . 4 444 Ios sil or 1464 sod to 9. Do.bl surd♦. km aril . • 1 1611 at 5610 mak sla la Drib d top �rpial 6km ai , ,Llid at le (106 Da U. Mold between " at 4 , M lo' . ._ I . 12. N u Joist t o top P I K Soma . - . v • • so a :s • a *pi A3. ASV. dx7. DI.K1i SM CANT. G.d. CDR CAL CoLik G«J. COMI COMP CST d Dad. DSL IMAM MIL l:.E. EX . EXP exr nH too. . 1.01. r.r.l rOS ran r�rc� 451.3 ette 6R •owd H�7R HR Hdo►T... HL HY4 (-10tfrit40 ESM ESP U.6. 5H L.P.O. VT0 GPM co 47' 4t. =*c: ate 4 44" R ./ SNITCH S row WITCH DIMMER WITCH 11M ER WITCH DUPLEX Clunzr MAUI CIrIEP SPEC. ' OUTLET 220v OUTLET 4114% Ca1r1"lzr ANCHOR SOT MOVM M.. T5 BOARD BRAM CAN'TILOVI R GgRRI 4M DOLT =LIN* JOIST GMNTNRUNL6 CLEAR COMMON COMPOSITION C.0 NCRL":TE CON'Tl UOUO PINNY Dam's= POU5L DIAMMTl.R UGH 0412 . 'ACM MI UGH P4ki' memo exTermort FINISH risematdots FLOOR JOIST F INI5HCD rL OOR UNE PAGE Or 'JT1LO PIRIWiLACE rOOTtNc 49L U -L. M BEAM 15L1 lOL.AZ1N6 tl►YrSUM WALLBOARD RD HEADER HANDRAIL HEIGHT HEAT LAME* HOT PMAf R ELECTRIC - TRIG SERVIG mirrem f1.a•TRIG SIKVIGE PANG UNCIMOROUND ELBOTFILIG NALL mom= 13A51530ARD LOCATE PER OMER VENT TO OUTSIDE CUSIG rerr rem MINUTE Y'NTes!'RI' AV111!1' 40.111W .100.011P4* 1:21 €0 0 14-P 1E1 T INCA.. INT ILAM MAX MAI MIN NTS O.A. O.G. O.N. O!�d 13.0. KT. Pil RAG R!G . PLS. S.C. lyNT SH SKY T • Tea T B. T.PL. TYP T4. utrN. U.N.c►. VB. V.Er. YVD vu. vtr. ELECTRIG mom. ELECTRIC TRIC Ml:T C SMOKE PETEGTQR )MAT FAN GABLE J.AdIC 170014/10.11G141Mg !PHONE JACK TN TAT HEAT Rfr'II - t OLEG. BASE* Do • WORM LAMINATOD UNlN MAXIMUM MA HIN!:501.T MINIMUM INCLUDE ' NOT TO OVIINALL ON cam= = ORIONTED WRAC, WART, PROVIDOO PLATE mamma TREATOD PLYINOOP RELOCATE mammy ROD MD ISHOLP 11.00144 OPIININO SOUP COO SHOW *Mr • *MIGHT SLIVINdr SHEARMALL TREAD `sin D (1 ToPIEL BAR TOP PLATE DITICAL TONGUE AND UNFINISHED UNLESS NOTED OTHERMSE VAPOR BARRIER V! 'T1C/IAL eRAIN moo PROUGHT IRON PINTS . moor 6nIG GROUND FACT S' SMOKE D5TEGTGR W. .L PiATE (O MGL LINO H.D. HOW 555 C..O. GLEAN CUT G.A.R. GOLD MR RETURN HOW MO SURFACE LIiT MALL MNT. U6HT RECASSE0 UrSHT chimpeurpt FLUORESCENT "TRAGIC LI.HT FILL CHAIN WHIT •#e METER FLOOR DRAIN • .4011.•4P,r ■44n0. 44wwiloo .n0~111111.411I e+• + . ., �.. . TA U • 1 1 • • IBM 1 TAM 2114414.11AILING scrnouu • \ 1N7 UNIFORM WILDM10 0006 Common or box mails rosy be wed snaps wlosre otherwise stated. . ' at isitenoedi 6 ledges . mood at i 132 m) as canter at .sips. 12 s (30S saws) rrrr xts except 6 looks non) at ate where spans s For of wood star rest sad sad slrsavwalls. b 9.cdo w 13 m�d 231S.r4. Nsilr 48 inches (1219 aorrr)'ar owe. ri�hr6 pMst . for wall �, may be comm. bars or . • . 3 Comm°. or deformed shook. ''Common. Deformed shank. •Corr ion- rasistsal siding or coin rails conforming to the, regeksusiat' of Section 2304'54.. T,.. . • Vastemets spaced 3 lobes (76 mu) se most at =War Woo and 6 niches (152 nun) on cuter at 1 3 ism grid l rare for 2.7 aiti and 1 /4 -iodt 44 nisi _ istast i radio with • ltd 1 hod lye- iireii ) With lyres � shams ( ) lea snra tartoroia to the of Section 2304.34 (12.7 mm) with / inch 11 wun ' doors and 1 for ' 'trick � ho ni 1312- (38 ) length 'Corrosion-resistant staples monied i¢- � � •Inch (29 mm .3. ) ( • for roan sh athia conform $o the resnarts of Section 2304.3. � supports at 16 (406 ram (508 mm if growls axis in the long diretitios of the panel. Marisa otherwise meriardj. Casing or finish arils spaced 6 inches (132 maw) on pod ) supports. I t 24 bdass (610 aka or finish 6 la sirs 1S2 mm on edges. 12 lochs* (305 ms*) at srpports. Peal supports at ( � t ) � 1 • R !. • w • • • r ! • • • • • • RECENED CITY OF TUKWILA JUN 0 a 2003 PERMIT CENTER • • • • / FLOOR TIES/ HOLOOV.111 ��Iw 11.14.0. 4 ,,,A, �C�NT 'TRAP HAUKO . . .. MD • I _ a HOL - - dm. 1$ .; ._ N r I4'xr 3Z . V 4 . i Vto -Vol 3b'"1 t 4... ill 6 ci SKID OF 5H SAME AS Hveili - , otorwizep foe ofrilver, ib.z.z,,,,,, . 6 Olt . . 1 fI"iM 01+ *11.1.12.14• gewri+Votio 1t' ear • vr i • ei AT EACH .. CONSTRUCTION •1 . . i . , [ ' g •A • • A) Co H .• 1- LOCATE HO 2» CRIPPLE - w•,c.. .s(.0 . 3- MN MOVE RECEIVE L.70SAIN • '. THREADED DOWN AS 115217 TO 003. EmsecimeNT ROD AND COUPLER AS - : c IF � � r • S�'C.H ZOUL .fir"'' �•�u� INO . • i • M/�RK SH!ATHIN6 ON 2X HI's U.N.O. HMUN. E EDGES • S I3LK`D UJW. NMLIN6 raw raw SHEAR rLVl MUNE. BASE f'LATC i (A�.4.4 r g ma l JOIST . A oki-b • 'SILL. PLATE AKHOP.5 1/`•/-1. L• '/ 1 PW - 4t!'ego lbw m 6 VV-61 moo-Ay I A...451,r(0.1,i2.- ` 44e — _ , . dv•iti yol, 0 '4;* 19P- deopia.... ,a + e....aot-ea. d * I ? . ifItt5it„rri° . WOW> idsi*elFw 12 ? � 4%seti.4 1 lit- oirapc..., a . - 4`f4i i (pi ? Irir ,.. .. isi,e. 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BELrOYV MOM 50 IN 10 r .510 ru11.s Ae Tt61:1' T©TAL. .062 . .468 .116 1643' FLAT GEULINGS IM/ ATT1G FLAT Cal V41/ ATTlG SCISSOR T tUSS CEILINGS WI L'TED 04" OG GL.AZR46 a - . ON 61047E - --10 2.0 f . BELOW 641A17E 3.5 ft. 6 ELZVi 6RAPE 1.0 ft..BELO1'1 &R D TOTAL 'TARE/ET UA TOTAL PIR.OPOSEO UA A - owAky to Sliding I Swinging 61es$ Door B. Opogue Door Roof/•ell qr� Insulation D. N411 1st above t below grade m o� r G' arr Unheated �peca p�ulat�on P. Slab On br'sde Moor Perimeter Insulation 6 B � M'MTltretigl R-30 None Post R-10 None Post 1980 EQUIPMENT SIZING FORM • - Rya!' • wood St 1 5/4 wa Mood 1 3/4 SC, Mood 1 9/6 ;5G Insul. metal w/113 Maul. sul. metal w/713 • R3 R-30 R -38 R -'1� •, wood st b R , wood studs R-21 ,wod studs Pt-1 zoo .190 .142 .036 .051 .062 .066 .057 .041 .052 .016x.6 ACM • 26 15.18 11.94 6.74 653 1.66 1.43 3.77 4.05 2.62 1.89 1.33 ,4.84 1.47 0.30 Des gn He ng Load DHLoAueatecl floor area) 1605 Minimum Required Equipment size ■ DHL x 1.0 [mum Required equipment We • DHL. x 2 equipment 5174 (Output) 17.6 4 20.0 116.0 1643.0 • 316.44 1'1460 �r 1 611.42 0650.66 930.00 - 1791.10 12704.0 2'fOi00.00 • DAM d w .• Pim a • M IPAIIIIIIIIIIIIIINIPPIS. •411141110 . 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Rt?4L w- 10-I44 r PY/• Pv-/ fttrt jiii"' to" gogietze, fX# I 1050r% � , wi o 14 *q eiof P w/ 1 0‘14 lef/ 47 . . At. ,Kq{E��3 WAr--• 7640 46 ° N I AFbC., «9q IMP . a •• .. ..lama ,. • •••••I or 49" 10 I ro u g oifo r po l LiNefixgro• 40) gt 1. 3e - •?-1-.4 0 7 • PUP OOP v , )) 4ivid 14* • • JUN 0 3 2003 PERA4r1 CENTER • GENERA, CONSTRUCTION NOTE 1 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS (1996) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (1998). 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT /APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE - CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1 -800 -- 424 - -5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF TUKWILA. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON-SITE STORM WATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION /SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12 ") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS -1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF --WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE - CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. RS --14. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCI4 WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'), UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA. 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, A' NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14 ") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAILS. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12' -6" FOR SDR 21 OR 35 PIPE. 21. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL STORM DRAIN PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. DS -11. AND DS - 12. 22. BEDDING, BACKFILL AND CONSTRUCTION PROCEDURES FOR ALL SANITARY SEWER PIPES SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARD DETAIL NO. SS - 11. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER WSDOT STANDARD SPECIFICATIONS SECTION 9 - 03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT -OF -WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF TUKWILA STANDARD DETAIL RS -3. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF TUKWILA. LEGAL DESCRIPTION: LOTS 11, 12 AND 13, BLOCK 2, ALLENTOWN ADDITION TO THE CITY OF SEATTLE, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 100, RECORDS OF KING COUNTY, WASHINGTON. NW 1/4, SECTION 10, T23N, R4E, W.M. 1) ATTEND PRE - CONSTRUCTION MEETING. 2) FLAG OR FENCE CLEARING LIMITS AND INSTALL FILTER FABRIC OVER EXISTING CATCH BASINS. 3) GRADE AND INSTALL CONSTRUCTION ENTRANCE. 4) INSTALL PERIMETER PROTECTION (SILT FENCES, ETC.) 5) CLEAR FOR AND INSTALL SEDIMENT TRAPS IF NECESSARY. 6) CLEAR, ROUGH GRADE, STABILIZE SITE AND CONSTRUCT BUILDING. 7) INSTALL SANITARY SIDE SEWER. 8) INSTALL STORM DRAINS AND INFILTRATION SYSTEM. 9) INSTALL FILTER FABRIC OVER ALL CATCH BASIN GRATES. 10) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH TUKWILA CITY STANDARDS. 11) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, PLASTIC SHEETING, OR EQUIVALENT. 12) INSTALL WATER MAINS AND UNDERGROUND UTILITIES. 13) COMPLETE FINAL GRADING AND PAVING OF DRIVEWAYS. 14) STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 15) HYDROSEED (OR EQUAL) ALL DISTURBED OR CLEARED SOILS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 16) CLEAN OUT STORM DRAINAGE SYSTEM. 17) UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE ALL ESC FACILITIES (BMP's) ONLY WHEN ENTIRE SITE IS STABILIZED. GRADING AND EROSION CONTROL NOTES 1 WITHIN THE CITY OF TUKWILA, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIk ENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENA "DICE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMIT 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF ACTIVE EARTHWORK, WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS, MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. SANITARY SIDE SEWER CONSTRUCTION NOTES 1 THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 3. THE SANITARY SIDE SEWER SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. SS -1. THE CITY OF TUKWILA SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. WATER SERVICE CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR TO CONSTRUCTION. 2. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS - AND SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF TUKWILA WILL INSTALL THE METERS. 3. ALL VALVE BOXES IN PUBLIC RIGHTS - OF - WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS DRAWING NO. WS - 13 OR WS - 14. F�RTIiI/ORY 89TDIATB CUT 30 CU. YDS PER LOT FILL 30 CU YDS PER LOT $HEET INDEX SHEET 1 SPECIFICATIONS SHEET 2 EROSION & SEDIMENTATION CONTROL PLAN SHEET 3 GRADING & DRAINAGE PLAN These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and emissions which do not aiuthoeine vinktions of adopted standards or ordnance& The eespoesi ' 'ty for the adequacy of the design rats totally with the designer. Add'tfjpstl, M atioar or widow w these drawings alter tii dste will void this acteptaoce and will vogd oe a awobwital of raised drowlogs for subsequent append,. Final sea:praaa is subject to field the Public 'Works utilities inspector Date: By: 7 JS inspection by or nsaviLA JUN 03 2003 par ac • It U) V ? z X00 > 0) W < o p N � 0 D N m 1- NOWT NUMBER 03-007 SHEET 1 OF 3 V • • M - . s. — EXISTING TER • METER IE(8 "E):101.01 IE(6 "W) :101.28 STING CATCH I BASIN' NED GRATE: 114.84 IE(12 "DI 113.55 i 71 FJUSTI[VG 8" PVC S -- f-1 -- -115 EXISTING CATCH BASIN VANED GRATE: 114.80 IE(12 "DI): 112.65 EXISTING UTILITY POLE CLEARING LIMIT IS THE PROPERTY UNE EROSION AND SEDIMENT CONTROL NOTES 1. 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 ore 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 EXISTING SANITARY SEWER MH RIM: 114.68 PROPOSED RESIDENCE F.F. 114.81 PROPOSED GARAGE PATIO Lot 13 30' NW 1/4, SECTION 10, T23N, R4E, W.M. F.F. 114.69 PROPOSED GARAGE PROPOSED RESIDENCE I PATIO 30' Lot 12 10 GRAPHIC SCALE II 10 IN 1 lack • 10 it TBM: NORTH FLANGE B OF EXISTING FIRE HYD i(NT: ELEVATION: 115.39 F.F. 114.61 PROPOSED GARAGE PROPOSED RESIDENCE PATIO • Lot 11 30' CLEARING LIMIT IS THE PROPERTY UNE 0 �0 EXISTING UTILITY POLE EXISTING 12" D.I. STORM DRAIN FLOWING NORTH EXISTING WATER MAIN OH OH -8 j.. _z.. • \__DRAINAGE FLOW ALONG ROAD SHOULDER r, S � foam. • INSTALL TEMPORARY SI (PER DETAIL) AS NECE: INSTALL TEMPORARY CONSTRUCTION PER DETAIL (TYP) PROPOSED GAS SERVICE UNE (TYP) \\_,_ CLEARING LIMIT IS THE PROPERTY UNE • • • • • • • • • • • • • NOTES: FILTER FABRIC MATERIAL 35' MN4 MAOE ROLLS. USE STAPLES OR NOE RINOS TO ATTACH FANic To MARE. JOINTS N4 FLIER FABRIC SHALL BE SPUME/ AT POSTS. 1'x2" SY 14 GA. MARE FABRIC OR EQUIVALENT r 1 2 INN \-- rxe WOOD POST$, STANDARD OR 9ET1ER OR EQUAL ALTERNATE: STEEL FENCE POSTS BURY BOTTOM OF FILTER MATERIAL IN 4'x4' 1,,, I_ A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF 1HE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPACED TOGETHER ONLY AT A SUPPORT POST, W11114 A MNNNMUM 6 INCH OVERLAP. AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (IM WERE . 14E FENCE POSTS SHALL BE SPACED A MAMMY OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROG (MINIMUM OF 12 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 4 INCHES MADE AND 4 INCHES DEEP. UPSLOPE AND ADJACENT TO 11€ MOO POSTS TO ALLOW THE FILLER FABRIC TO BE BURIED. D. %HEN STANDARD STRENGTH FLIER FABRIC IS USED, A VARE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY MARE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIDE SHALL EXTEND INTO 1HE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. 1HE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR HARED TO THE FENCE, AND 12 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 DIES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. VI 1D1 EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, 1HE MARE MESH SUPPORT FENCE MAY BE ELM I NAMED. WI SUCH A CASE. 111E FILTER FABRIC IS STAPLED OR HARED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E APPLYING. G. THE TRENCH SHALL BE BAOCFXLED MAI1H NATIVE SOIL OR 3/4' -1.5' WASHED ROCK H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. J. 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. 6 MAX. SILT FENCE DETAIL NOT TO SCALE GEOTEXTILE FABRIC UNDER QUARRY SPALLS (MARAFI 600X OR EQUAL) FILTER FABRIC MATERIAL 2'x2' BY 14 GA. WIRE FABRIC OR EQUIV. IN STANDARD STRENGTH FABRIC IS USED 4"x4" MIN. TRENCH. BAOCF1LL TRENCH WITH NATIVE SON. OR 3/4' WASHED ROCK 4' MIN -+- f 2"x4" WMOOD POST - ALT: STEEL FENCE POSTS STABILIZED CONSTRUCTION ENTRANCE NOTES: i 24'YIN WIAIN r pw~IED auL 1 6 2403 — 1110 0-51 1. INSTALLATION: THE AREA OF THE ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER 0BECTIONABLE MATERIAL. THE QUARRY SPALLS SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. ANY DRAINAGE FACQUTIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPEOFICATIONS IN THE PLAN. F WASH RACKS ARE USED. THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 2 AGGREGATE: 3" TO 0" QUARRY SPALLS PER WSDOT SID. SPECS. SEC. 9- -13.6. 3. ENTRANCE DIMENSIONS: THE AGGREGATE LAYER MUST BE AT LEAST 12' THICK. IT MUST EXTEND THE FULL MADTH OF THE WHICULAR INGRESS AND EGRESS AREA. THE LENGTH OF THE ENTRANC MUST BE AT LEAST 100 FEET. 4. WASHING: F CONDITIONS ON THE SITE ARE SUOI THAT MOST OF THE MUD IS NOT REMOVED FROM VEHICLE TIRES BY CONTACT WMTH TI€ ROCK ENTRANCE, THEN THE TIRES MUST BE WASHED BEFORE VEHICLES ENTER A PUBLIC ROAD. WASH WATER MUST SE CARRIED AWAY FROM DIE ENTRANCE TO A SETTUNG AREA TO REMOVE SEDIMENT. A WASH RACK MAY ALSO BE USED TO MAKE mein MORE CONVENIENT AND EFFECTIVE. 5. IMAINTAABNCE: TINE ENTRANCE SHALL SE MAINTAINED IN A CONDITION WHICH SILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RHGNTS -OF -WAY. MIS MAY REQUIRE PERIODIC TOP DRESSING NM 2' STOINE, AS CONDITIONS DEMAND, AND REPAIR AND CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS WILLED. , WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR 14TO STORM DRAWS MUST BE REMOVED IMMEDIATELY BY SWEEPING. THE PAVEMENT SHALL NOT SE CLEM= BY WASHING DOM TIE STREET. EXCEPT MIDI SWEEPING IS INEFFECTIVE AND TIIEIRE IS A THREAT TO PUBUC SAFETY. STABILIZED CONSTRUCTION ENTRANC NOT 10 SCALE Tu""u JUN 0 3 2003 PINIT a 17 t/) Li S Z 2 WOD w W < N W o � (7 ON O L�' o I— I••• i- 0 O0 J J J M M M O S O N N D D D O O O Z Z Z J J J Poo. a mum 03-007 SHEET 2 OF 3 aot V • 0 • • a LOT LOT 3 LOT 4 LOT 5 AREA ROOF AREA DRIVE & WALK AREA TOTAL IMPERVIOUS AREA TAX LOT NO. 3000 SQ.FT. 1 242 SQ. FT. 574 SQ.FT. 1816 SQ.FT. 017900 - 3000 SQ.FT. 1 242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900 -- 3000 SQ.FT. 1 242 SQ.FT. 574 SQ.FT. 1816 SQ.FT. 017900- _ ____ 9 M 15.0 21.0 I � F.F. 114.69 PROPOSED GARAGE PROPOSED RESIDENCE 1-6N PVC CLEAN-OUT 1-6" PVC TESTING TEE 1-6" x 4" REDUCER IE: 101.56 EXISTING TER METER F.F. 114.81 PROPOSED GARAGE F.F. 114.61 PROPOSED GARAGE 4" PVC SIDE SEWER S -2.00% WITH 4" CLEAN -OUT NEAR BUILDING WALL -413"3- EXISTING CATCH BASIN VANED GRATE: 114.80 IE(1 2"DI): 112.65 EXISTING UTILITY POLE N OH 8" PVC S =VILER MAIN S=0.10% S _ T (STING GAS LINE G EXISTING UTIUTY POLE INSTALL 1" POLY WATER UNE (TYP) 200 PSI DRISCO PIPE 27' 31 ' 4" PVC TIGHTUNE SLOPE =2.00X MIN. DOWNSPOUT CONNECTION POINT (TYP) 4 " PVC SIDE SEWER S =2.00% WITH 4" CLEAN -OUT NEAR BUILDING WALL PROPOSED UNDERGROUND POWER,PHONE & TV CABLE 55'-6" --.•✓ -b r 5.0 EXISTING SANITARY SEWER MH RIM: 114.75 48" MAIN UNE EXISTING SANITARY SEWER MH RIM: 114.6 1E(8 101.01 I E(6"W): 101.28 PROPOSED RESIDENCE PATIO - zo• -o• Lot 13 30' OH w • a f GRAPHIC SCALE I. FIAT 1 bob se 10 f. NW 1/4, SECTION 10, T23N, R4E, W.M. 5.01 N TBM: NORTH FLANGE B OF' EXISTING FIRE H ELEVATION: 115.39 PROPOSED RESIDENCE PATIO 20' -0" Lot 11 30' CLEARING LIMIT IS THE PROPERTY UNE T BM: NORTH FLANGE BOLT OF FIRE HYDRANT ON NORTH SIDE OF 43RD. ELEV: 115.39 F EXISTING UTIUTY POLE EXISTING 12" D.I. STORM DRAIN EXISTING CATCH BASIN FLOWING NORTH �.. V14 - VANED GRATE: 113.57 OH G. • S \__ DRAINAGE FLOW ALONG ROAD SHOULDER 1- 6" PVC C 1-8" PVC TESTING TEE 1-6" PVC WYE 2-6" x 4" REDUCERS IE: 101.62 1.4 "PVC WYE 1 -4"PVC CLEAN -OUT PROPOSED 1 5' SIDE SEWER EASMENT IN FAVOR OF LOT 11 CATCH BASIN DATA CB1 GRATE: 11421 IE: 111.21 CB2 GRATE: 114.35 IE: 111.35 CB3 GRATE: 114.61 / IE: 111.61 EXISTING WATER MAIN ON - 48" DIAMETER DRY WELL (TYP) PER DETAIL TYPE 1 CATCH BASIN (TYP) PROPOSED GAS SERVICE UNE (TYP) 1 . \ 4 r --_ / IE(12 "DI): 111.7 o9- - • . .mono ••■•■■ .o. / OVERFLOW 1 (TYP) 7 7ROOF DOWNSPOUT 4' PVC 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 FACIUTATE 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 j / 2" COMPACTED DEPTH / CLASS "B" ASPHALT CONCRETE 4" MIN. COMPACTED DEPTH* ASPHALT TREATED BASE 10' SCALE 1"=2' TYPE 1 CATCH BASIN WITH VANED GRATE INSTALL 24' - *4 REBAR Al CENTER OF DRYWELL FOR FUTURE LOCATION 4 W 0 s DRY WELL DETAIL 48" • 2 N U 10' CATCH6ASIN REQUIRED I I L J 12' MIN. A TABLE OR PRIVATE DRIVEWAY CROSS - SECTION SCALE: 1 "-2' NOTE: 1. SANITARY SEINER CLEAN -OUTS SHALL BE EXTENDED TO FINAL GRADE PER TUKWILA INFRASTRUCTURE STD. DWG. SS-2. 6" MAX. 4' -4' LEACH BED TUBING ON LEVEL GRADE FILTER FABRIC LINER ON SIDES AND TOP OF DRY WELL BOVE SEASONAL WATER RESTRICTIVE LAYER * NOTE: MATCH APRON SUBGRADE WITH SUBGRADE OF WEST MERCER WAY •Nevi SUBGRADE COMPACTED TO 95% MAX. DENSITY (SEE SPECIFICATIONS ON SHEET 1) MTV A JUN I) 3 2003 vlIMI/T Ce1mil • 1 v• `'' 1 A -k • ' .: ! hi. )401 - 44,,:t- • . 1 ' 1 . • . O. ' \ 1 N re) H I- 0 00 PIIMMT NUM" 03-007 SHEET 3 OF 3 V r • • a