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Permit D06-243 - Greenlite Development - New House
G EENL.ITE HOUSE 2 3723 S 126 ST D06 -243 Parcel No.: 7345600696 Address: 3723 S 126 ST TUKW Suite No: Tenant: Name: GREENLITE HOUSE 2 Address: 3723 S 126 ST , TUKWILA WA City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: httn. //www.ci.tukwila.wa.us Owner: Name: CAMPBELL BRIE+HUNDTOSTE AARON Address: 3725 S 126 ST , TUKWILA WA 98168 Phone: Contact Person: Name: AARON HUNDTOFTE Address: 3727 S 126 ST , TUKWILA WA 98168 Phone: 206 850 -5535 DEVELOPMENT PERMIT Contractor: Name: OWNER AFFIDAVIT ON FILE - AARON HUNDTOFTE Address: , Phone: Contractor License No: * *continued on next page ** Permit Number: D06 -243 Issue Date: 12/28/2006 Permit Expires On: 06/26/2007 Expiration Date: Steven AL Mullet, Mayor Steve Lancaster, Director • DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2038 SF SFR WITH 252 ATTACHED GARAGE AND 202 UNCOVERED DECK. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY, AND UNDERGROUDING OF POWER. WATER DIST. 125 (INCLUDING NEW FIRE HYDRANT) VAL -VUE SEWER DIST. Value of Construction: $194,922.86 Fees Collected: $4,714.55 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VS Occupancy per IBC: 22 • • doe: IBC-10 /06 006-243 Printed: 12 -28 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: City of Tukwila Print Name: !t}- . ftIAN-Vct1 1 i S Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: htto: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N - Number: 0 Size (Inches): 0 . Flood Control Zone: N Hauling: N Start Time: End Rime: Land Altering: T Volumes: Cut 10 c.y. Fill 10 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension N Private: Public: Storm Drainage: T Street Use: N Profit: N Non - Profit: N . Water Main Extension: N Private: Public: Water Meter: N iS IL Permit Number: D06 - 243 Issue Date: 12/28/2006 Permit Expires On: 06/26/2007 Date: 11n Steven M. Mnllet, Mayor Steve Lancaster Director I hereby certify that I have read and - - • permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complies er 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 peyforntaxt of work. I am authorized to sign and obtain this development permit. Signature: -- Date: (2 /2 S /C)& 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. • dos: IBC-10/06 DO6.243 Printed: 12 -28 -2006 Parcel No.: 7345600696 Address: Suite No: Tenant: 3723 5 126 ST TUHW GREENLITE HOUSE 2 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D06 -243 ISSUED 06/21/2006 12/28/2006 • • 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (208/431 -3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings 4all bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 8: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 8: All wood to remain in placed concrete shall be treated wood. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: 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. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. • 13: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 14: Equipment and appliances having an ignition source and located in hazardous locations and public garages, PRIVATE GARAGES, repair garages, automotive motor -fuel dispensing facilities and parking garages shall be elevated such that the source of ignition is not less than 18 inches above the floor surface on which the equipment or appliance rests. 15: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum • distance of 4- inches shall be maintained above the controls with the strapping. doc: Cond -10/06 D06 -243 Printed: 12 -28 -2006 19: ** *FIRE DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 24: Adequate ground ladder access to rescue windows shall be provided. 25: Maximum grade for all projects is 15 %. doc: Cond -10 /06 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248 - 6630). 18: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. • 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #2052) 22: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 -1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (City Ordinance #2082). • 23: All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (IFC 503.1, 808.1) 26: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.8 inch (12.7mm). (IFC 505.1) • 27: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 28: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 811. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)576 -4407. 30: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 31: Contractor shall notify Public Works Project Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 32: 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. • DO6.243 Printed: 12 -28 -2006 doe: Cond -10 /06 City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 33: Any material spilled onto any street shall be cleaned up immediately. * *continued on next page ** 34: 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. 35: The Land Altering Permit Fee is based upon an estimated 10 cubic yards of cut and 10 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. 36: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 37: Work under this permit shall comply with all geotechnical recommendations. Reference Gary A. Flowers, PLLC, geotechnical report, dated May 8, 2006. • • • • D06 -243 Printed: 12 -28 -2006 Signature: Print Name: doe: Cond -10 /06 A- . ttt4 JD IZ 1T City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206431 -3665 Web site: hap: / /www.cttukwila.wa.us Date: IZ- ( � 8(0 • • 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. • • • • D06 -243 Printed: 12 -28 -2006 ikoo,c3 Z I SITE LOCATION CITY OF TUKWII Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htta://www.citukwila.wa.us 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 Prints' -7 �/ r King Co Assessor's Tax No.: 33 YS(tO0t:o9 6 Site Address: 39 2— s. ZED sr lu V .Q 11,A W 498 b Suite Number: Tenant Name: New Tenant: Property Owners Name: g(ttCk mt Vt3C- d Mitofa Rata• 34t Mailing Address: 3R Z 3- S • (Z (p' 3 Patio ( W Qt Building Permit No. 1 2 Mechanical Permit No. M (Xe? — Plumbing/Gas Permit No. ?i Lb Public Works Permit No. Project No. FOG - 0 al (For tea manly) Floor. ❑ Yes ❑..No S� Zip I I CONTACT PERSON I Name: A14(t -0•1 ftt..tiarbcTE Day Telephone: Z CC; F)SO ST 35 iia-t4RA u444- 18(C2% Fax Number: x0(0 2tky 1l ( Cs4 (L i c ) I GENERAL CONTRACTOR INFORMATION - (Camracror information for Mechanical (pg 4) Sr thumbing and Gas r (pg 5) ) Company Name: . A 00 a 6t2.pe _ Mailing Address: City State Zip Contact Person: Day Telephone: E-Mail Address: Fax Number Contractor Registration Number: Expiration Date: Mailing Address: tT Vt Y . (2L( T E -Mail Address: OYf2Qal — O testm.eatroal Contact Person: FATE Q:\AppliatioracemaApplicetinne ai Linea-2006 -Permit Aapliutim.aoc sevined: 42006 m City Sb[e Zip ARCHITECT OF RECORD -All plans must be wet stamped by Architect of Record Company Name: - f nS /309f(C t #4 )E I%tr CO al Mailing Address: 510% 7iikinD tPlA) WI'1 48 iCR Cm State Zip Day Telephone: tan ZR 6246 E -Mail Address: Fax Number I ENGINEER OF RECORD - All plans mast be wet stamped by Engineer of Record I Company Name: i110 i aeAt <X1Cr/ASVANSC (NC Mailing Address: 5 04 19 /a ` u e — . 'OI ; NA 1(t D 3 (s1t' ( City State Contact Person: H ( ICE Si�� Day Telephone: (.cc) 3 2 2. %Sl t Zip itriR E-Mail Address: Fax Number: Page I of 6 BUILDING PERMIT INFORI ION -206-431-3670 Valuation of Project (contractor's bid price): S 2.5 00 /how& Existing Building Valuation: S Scope of Work (please provide detailed information): /// Cat " \itfcu N eC S1t' tE MtU(V tk&EE Will there be new rack storage? ❑.. Yes II No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below PLANNING DIVISION: f Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) ( V O *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: '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: 2- Compact: Handicap: ,� Will there be a change in use? ❑....Yes �..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm Er one ❑ ..Other (specify) �f/ 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 I paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q APpliraimsWom.s-Apphca4ala On riee'3 -2006 - Permit App64460n doe Revised: 4-2006 Paget of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC " Floor 9 v - 13 R. - 3 z" Floor 2241 v -3 C - 3 3° Floor Floors thou Basement Accessory Structure* Attached Garage 2.52- v— 3 (A Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 'ZO Z BUILDING PERMIT INFORI ION -206-431-3670 Valuation of Project (contractor's bid price): S 2.5 00 /how& Existing Building Valuation: S Scope of Work (please provide detailed information): /// Cat " \itfcu N eC S1t' tE MtU(V tk&EE Will there be new rack storage? ❑.. Yes II No (If yes, a separate permit and plan submittal will be required) Provide All Building Areas in Square Footage Below PLANNING DIVISION: f Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) ( V O *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: '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: 2- Compact: Handicap: ,� Will there be a change in use? ❑....Yes �..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm Er one ❑ ..Other (specify) �f/ 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 I paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q APpliraimsWom.s-Apphca4ala On riee'3 -2006 - Permit App64460n doe Revised: 4-2006 Paget of 6 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): IN34 0'• 4 <((1ul %b llao . E e(v -ic*J of f ` Foo am to fee /(<O t: of.ar" • AK—K-6 Call before you Dig: 1 -800- 424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District [ I Tukwila ...Water District #125 ...Water Availability Provided Sewer District �/ ❑ ...Tukwila El. ValVue ❑.. Renton ❑..Seattle ❑ ...Sewer Use Certificate Sewer Availability Provided ❑ .. Approved Septic Plans Provided Submitted wi li ' n mark boxes which a : Qlwi CcaC y luat ;RP W i3 a L A AftuuratO /Civil Plans (Maximum Paper Size —22" x 34 ") / `L7I ...Technical Information Report (Storm Drainage) Q' Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Rightof -way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours 0 / ...Rightof -way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance pn ...Construction/Excavation/Fill - Right-of-way % ✓ I Non Right-of-way �/ O E ...Total Cut cubic yards j ` _ - ❑ Work in Flood Zone .Total Fill cubic yards _ . Storm Drainage VjY.ytt) to Sanrmry rde Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water r i rM Meter ermanent ater Meter Size 5 7 1 6 Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public It Qt ppIicuiwu\otm.- Applications On Linev -2006 - Permit Applicanan.doc Reviled: 4-2006 Ni ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Private Private ❑ .. Highline ❑ .. Renton ❑...Traffic Impact Analysis ❑...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ( PaI 'OCAS eakds /tatcrr t F) ❑ .. Grease Interceptor ❑ . Channelization Trench Excavation IPCUtility Undergrounding ❑...Deduct Water Meter Size FINAN E INFORMATION Fire Line Size at Property Line ...Water ❑ ...Sewer Monthly Service Billing to: Name: .trC 0 Mailing Address: 1, 3. 226k+ Water Meter Refund/Billing. Name: l4' . Rtwa(__ Mailing Address: 33 '' (L6 r. Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: ZO Ce 8S TT3 lurtaiu wk 48(68 City State Zip Day Telephone: 2- 1Vwl04 (Alit 98(6% City State Zip Page 3 of 6 Unit Type: Qty Unit Type Qty Unit Type Qty Boiler/Compressor: Qty Fwoace<100K BM ' Air Handling Unit >10,000 CFM Flit Damper 0-3 HP/I00,000 BTU Fwnaoe >I00K BTU Evaporator Cooler Diffuser 3-15 HP/500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct / �D Thermostat 15-30 HP /I,000,OW 61U Suspended/Wall/Floor Mounted Hear Vertlation System Wood/Gas 30-50 HP /1,750,000 BTU Appliance Vent 2— Hood and Duct I Water Heater 501- HP/1,750,000 BTU Repair or Addition to Heat/RefrigC,00ling System Incinerator - Domestic Emergency Generator Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment Contractor Registration Number: I MECHANICAL PERMIT INFORMATION - 206-431-3670 MECHANICAL CONTRACTOR INFORMATION YET lb 'OE ftNAu t7) XI 31v01NG- N ACE Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E-Mail Address: Fax Number: Expiration Date: p Valuation of Project (contractor's bid price): $ I 5 0 Scope of Work (please provide detailed information): / J?3 C.L. ite:b IA9 C tMit f-wat( 41.83 gi Arnim Cc ue1T) . IN ZIt(.x- GA3 IC teWC.E d tic/4 Use: Residential: New__ Replacement New D Replacement -.❑ Fuel Type: Electric..._❑ Gas.... •Other: Indicate type of mechanical work being installed and the quantity below: Q:'Appliurimu\Fotm,- Application, On Iine13-2006 - Permit Application4oc Revised 42006 hh Page 4 of 6 Fixture Type Qty Fixture Type Qty Fixture Type Qly Fixture Type Qty Bathtub or combination bath/shower fountain or water Drinking fount cooler (per head) Wash fountain ens pipi outlets piping 3 Bidet Food -waste grinder, commercial Receptor indirect waste Clothes washer, domestic Floor drain Sinks l Dental unit, aspidor Shower, single head trap Urinals Dishwasher, domestic, with independent dram lavatory 2 J Water Closet 3 Building sewer or trailer park sewer Rain water system —per drain (aside building) Water beater and/or vent f Industrial waste pretreatment interceptor, including its trap and vent, except for kite type grease interceptors Repair a alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PLUMBING AND GAS PIPING PERMIT INFORMATION - 206-431-3670 i PLUMBING AND GAS PIPING CONTRACTOR INFORMATION t it's lb 13€ tev.Y4U szo, , i t?IPPt* . Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ to 00 0 Scope of Work (please provide detailed information): VZ n We lb t (0AC-E. A) rat if 4Jfe it CCAe. •4i r Q: AWtica iccs'Pons- Apptictons OP 1ine3-2006 - Permit Applicaton.doc Revised 4-2006 at p(Zttu C Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 % PERMIT 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing code (current edition). 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 0 R OR AUTHORIZED AGENT: Signature: Print Name: 4 . ttai CribFK Mailing Address: 3fi29 3 • [2C0 '37-t r. Date: (0 .2 Day Telephone: 2O6 850 '5T7J "i4rwtcsF wt4 galC2 City State Zip Date Application Expires: In I I Date Application ACCCland: di 1,7A 4 de Q: Appticationsv'etma Applications On utbu -2006 -Permit Apglcetlue.eoc Revise& 4-2006 bh Staff indmk Page 6 of 6 Doc: RECSErS -08 RECEIPT NO: R06 -02028 Initials: JEM User ID: 1165 Payee: GREENLITE, LLC SET TRANSACTIONS: Set Member Amount. ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 -431 -3665 Web site: http: /Awnvw.ci.tukwila.wa.us SET RECEIPT Copy Reprinted on 12 -28 -2006 at 16:09:30 12/28/2006 Payment Date: 12/28/2006 Total Payment: 2,939.35 SET ID: 1221 SET NAME: GREENLITE HOUSE 2 D06 -243 2,485.22 M06 -136 150.63 PG06 -073 303.50 TOTAL: 2,939.35 TRANSACTION LIST: Type Method Description Amount Payment Check 1039 2,939.35 TOTAL: 2,939.35 BUILDING - RES GAS - RES MECHANICAL - RES PLAN CHECK - NONRES PLAN CHECK - RES PLUMBING - RES STATE BUILDING SURCHARGE TRAFFIC MITIGATION FEES Account Code Current Pmts 000/322.100 1,891.28 000/322.100 88.00 000/322.100 150.63 000/345.830 -30.16 000/345.830 37.66 000/322.100 208.00 000/386.904 4.50 104.367.120 589.44 TOTAL: 2,939.35 3274 12/29 9710 TOTAL 2939.35 RECEIPT NO: R06 -00908 Initials: )EM Payee: GREENLITE, LLC SET TRANSACTIONS: Set Member Amount D06 -242 2,229.33 D06 -243 2,229.33 M06 -135 30.16 M06 -136 30.16 PG06 -072 64.00 PG06 -073 64.00 TOTAL: 4,646.98 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES PLAN CHECK - RES PW BASE APPLICATION FEE PW PLAN REVIEW City of Tukwila SET RECEIPT Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Payment Date: 06/21/2006 User ID: 1165 Total Payment: 4,646.98 SET ID: S000000510 SET NAME: Tmp set/Initialized Activities TRANSACTION LIST: Type Method Description Amount Payment Check 1008 4,646.98 TOTAL: 4,646.98 Account Code Current Pmts 000/345.830 30.16 000/345.830 2,616.82 000/322.100 500.00 000/345.830 1,500.00 TOTAL: 4,646.98 5670 06/21 9716 TOTAL 4646.98 Steven M. Mullet, Mayor Steve Lancaster, Director Project: 6 f>=i4/1i� Type of Inspection: - V T`'424 Address: 3 7Z3 s i2G 6-r Date Called: Special Instructions: Date Wanted: a. //// 4 75 Requester: Phone No a a -4 °so_ ss3s INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Doh-2 PERMIT NO. C2-. (246)431 -k6 Approved per applicable codes. E , Corrections required prior to approval. C O MENTS: » rAvV +t y /6 /4 2.4 D $ 8 .00 REINSPEETI0 REQUI D. Prior o inspection, fee must be id at 6300 Southcen r Blvd., S ite 100. Call the schedule reinspection. Pro ct: C nQ,M Type of Inspection: 2 LA j Ad -7 - s 1. k 1111 �f h Date Called: if �� f ti Special Instructions. Date Wanted: u L i. n s �/ a.m. p.m. Requester: 6 A fNk- Phone No: 'bso —45-1W 3 1 Li) S1 Inspector: INSPECTION RECORD Retain a copy with permit DJ) -2 k3 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. COMMENTS: t°(3 C(ci7 1.Jf`L 7 G w oh_ we --DJ /l ► rate: 14 4 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 1145 Type • f Inspec 'on: p r+ Cis . a 1A Lt Aire 2a % , a u A Date Called: J>3 Special Instructions: iuf /y ` e �� � Ci I A re-in )Ok� //1 / 'V p.m. � J Requester Af on ` Of /y((;) //cd -,L taut. Ri (i. plows . c. (0r42f 7 t c d. 4 3 P ect: Uak 1145 Type • f Inspec 'on: p r+ Cis . a 1A Lt Aire 2a % , a u A Date Called: J>3 Special Instructions: Date Wanted: { ` ///,,,���� 5.m )Ok� //1 / 'V p.m. � J Requester Af on ` 174 ? % tr 55 5 to 50 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3570 kuj Inspector: El Corrections required prior to approval. 64) (Date: gl /Zy( d7 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: sag Project: „ 1-... i t,f'` C Type of Inspection: � � Address: 772-? 5�, /z‘ Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester " Phone N : z& h CO ( INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: D fh7 7 ( (Al d o (nt r kl WL - Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: (Date: - ...... . . . . Pro J ec � � %�L1�c f�GLSP Z T of inspection: V V1' 9e - eFTE -1R. ec Address: 377S S 12_4- si Date Called: Special Instructions: Date Wanted: T7 � /lo "L�ir , a.m.. . (r..l. Requester: Phone No 5533 leS PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 'F 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit ;- tigt Approved per applicable codes. 1)a-2 vie Ej Corrections required prior to approval. COMMENTS: $ .04 FEE R IRED. Prigf o inspection. fee must be paid 0 6300 Southcenter Blvd., uite 100. Call the schedule reinspection. Receipt No.: `Date: COMMENTS: Type Inspection: l7 CrZ Ems PO ii: t /S n //' T%-O elite /1c / -Co l Poll J/€790 Y r i'J-' d. ,a �GYr__O 'do + r -t Z r0 iii ne ten'/ /�H . 4 / T I' '! ^ � /IH< Orr el .57 v t- ..5 7 a nelerint1 -x x e �`y (Ufa, b/ 14 i. il^ f4v lief Aer� • d �.� t/, krin;c 4 ar9), en4 ro 4.904-..ien, >lr- Phone No: R2 Project: 6 M / )t . Z Type Inspection: l7 CrZ Address: Date Calle SpedalInstructions: Date Wanted: _��� �CJ81 p.m. Requester: Phone No: R2 /7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -36 ?0 El Approved per applicable codes. ,Corrections required prior to approval. ate: y_ —d7 $58.00 ' ' SPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: • Nf V ; ",�' "` __° Pro' t: ff- , t/i , >e- ,n- 2 Type of Inspection: , 7 Ar)O/ -u5 ,vim ,/,.v s Address: J723 S /26 Date Called: _ Special Instructions: Date Wanted: am: — / — C.) P.m. Requester: Phone No: ozv6-5sO -STfS INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2)Q G -z PE rr O. (206)431 -367 proved per applicable codes. Corrections required prior to approval. COMMENTS: nspector Dat P — i — (I) REINSPECTION FEE RJQUIRED. ijfior o inspection. fee must be d at 6300 Southcenter Blvd.. Suite 100. Cal the schedule reinspection. Receipt No.: JDate: - Project: � U La ( rn lit Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: 50 INSPECTION RECORD 2� Retain a copy with permit r 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: ) /4) Q.5 TU - k t„A I Q ) e 041,s.. pew nspector: 6 U rate: Ji /U, 0 $58.110 REINSPECTION FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: I Date: Project: 67/Ft/V2-A Lili40 7 Type of Inspection: . z,vrrie✓ 41/5 N. Address: 3723 S /2G c-/ Date Called: Special Instructions: Date Wanted: 7 -3d -0 C p.m. Requester: Phone No: -206 fSv - L:3C INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 41°G-- COM MENTS: nspec . rate?, , 30 — (� • 00 REINSPECTIONEQUIRE Prior o inspection, fee must be a id at 6300 Southcenter B d., Suite 100. Cal the schedule reinspection. 'Receipt No.: 'Date: Approved per applicable codes. Corrections required prior to approval. Pro' t: Type of Inspection: Address: R 77 S /26 c-F bate Called: _--- Special Instructions: Date nted 7 -Z 3 —07 m. Requester: ((�� PI�ne ?: g-�0 - 3 SS <j i :( Co or rrections required prior to approval. b oved per applicable codes. � � � � � � "' ' ' 777777 COMMENTS: Inspect _ Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3610 p. I Rec ` e ipt No.: INSPECTION RECORD Retain a copy with permit { .00 REINSPECTION FEE QUIRE 'Date: nor o inspection, fee must be d at 6300 Southcenter Blv .. Suite 00. Cal the schedule reinspection. Projec tt rFFNl'/C z Type of Ins ectio am t t —4 \ Address: '7 1 r,1 / 26L9 Date Called: Sp I truction : Date Wanted: 7 -Z3 -07 m. C Requester: Phone No: 9-o(7 , co- c ff INSPECTION RECORD (l Retain a copy with permit INSPECT! N NO. CITY OF TUKWILA BUILDING DIVISION 1 24" 6300 Southcenter Blvd., #100, Tukwila, WA 98168 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: o : Date: 44/1.C.7 A,t .ii re 7 -d .00 REINSPECTIO E REQUIRE n or o inspection, fee must id at 6300 Southcenter Blvd., Suite YYY00. Call the schedule reinspection. Receipt No.: !Date: Project: ! /_•� / //r A min v'1 •/! {'bmin T of sp ction• ( ., .4i it Address: Date ed: Special Instructions: Date Wanted (- a.m. Requester: Phone No: `13 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 VI Approved per applicable codes. INSPECTION RECORD Retain a copy with permit /3 Corrections required prior to approval. COMMENTS: Inspector: 'Date: 1 "47 0;58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Project; V /P � ' Type oflns�bryi Calle : Addres : - -7 / (.Date Specia nstructions: Date Wanted 7/ Requester: " Phone No: INSPECTION RECORD Retain a copy with permit INSPECTON NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: (206)431-3670 rate ;� 0 $58.00 REINSPEC IOIt'FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal the schedule reinspection. 'Receipt No.: (Date:? l ID Corrections required prior to approval. Proje t: / ✓'crA/Z /1'f Amc r Type of Inspection: F 4.v;;A/G Address: 3 723 3 J26s.1 Date Called: Special Instructions: Date Wanted: 7- /i o 7 _ a.m. ror Requester: Phone No: -S 3 r26 6-G'S0 f INSPECTION RECORD Retain a copy with permit INSPECTION 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. CbtAMENTS: 71 (-V 0 ;58.00 EINSPECTIO N, EE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: COMMENTS: / .51„ f 0'! O TC -eP� /0 r hd> - 1;Orr is Or • . �� „�r/�R !/ / s) F/70/4i CO� Pl✓y /,r7.r / / C' /an /17 C- I) e4-) .4451 �� a.m. 1 l •, hi -/ 1 .n Phone No: ao6 kv0 —crf.3 Project: ,J 2 Type of Inspectioo: Address 3 7 2 3 S 06 st Date Called: Special Instructions: Date Wanted: 7- G -- o`7 a.m. Requester: Phone No: ao6 kv0 —crf.3 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 (206)431 -36 rrections required prior to approval. Date: $58.00 RE ■ - ' ECI1ON FEE REQUIRED. Prior o inspection, fee must be paid at 6310 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project. A, / / -y2- Typ o Inspectinn• 2 43 a // Address: 2<3 9, 7 L Date / / 9 1 or e le2.‘ fo SpeZ Instructions: Date Want. _ Requester: Phone No: _266-4 so-s 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 6)431 36 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: /A- 0 ( " L itz__ o /7 0 $58.00 RElNsPEalQt FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. [Receipt No.: Date: - Project: ( &.4' z ,'/' T Type of Inspection: G f/J 2 <Crea LX Address: 3 77 3 6o. /2 Date Cal ed: Special Instructions: Date Wante :. 3/ J '7 p.m. 1 `'� Requester: Phone No: �-7,, 2a -- 65z — S s .3 S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS:/ 4 J j c 4s J{ G Inspector: / L kw., r�fj' , ® "-191 ,4-1-. 7a /7 ,� Li e 4enj ,".,/ 3 A- -3C5 -7 ;y0 p/ ') 7 d'2,- / , .4. -r I -04,7, s, ,n 5 008.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. !Receipt No.; !Date: INSPECTION RECORD Retain a copy with permit S /Le_ etc/ Date: 71/ PE B IIIT NO. (206)431 -3670 443 Project: Type of i/n Zecd Address: 3 3 x- /7-x-4 Date Called: L` � � Special Instructions: Date Wanted: 5 07 l P.m. Requester: Phone No: INSPECT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (Date 3 j $58.00 REINSPECTION K REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cal the schedule reinspection. , INSPECTION RECORD Retain a copy with permit 2.(43 PERMIT (2'6) 31.36x0 Corrections required prior to approval. COMMENTS: (Receipt No.: 'Date: Project: Type of ection: 372/Th S4 /2/0.4- . Date Cal ed: Special Instructions: Date Wanted: 5 a .m. — 0, 7 ' Requester: S_ Phone No: INSPECT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit V Corrections required prior to approval. COMMENTS: • / 4, 0cs1 h// Zee , f g o/ $58.00 REINSPECTIO FEE REQUIRED. Prior o inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro t: /" N Type of Inspp tion: V Address: 77 ? S /2 s-/ bate Called: S cial Instructions: Date Wanted: ' e / — /7-0 7 p.m. Requester: Phone No ,2 0 ( - BY - 5S fC ,�-�{ IXIApproved per applicable codes. Corrections required prior to approval. COMMENTS: \ \ nspector: Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0. 431 -3670 Datz 0 REINSPECTION FEE EQUIRED. or to inspection, fee must be d at 6300 Southcenter Bl Suite 1 r r Call to sechedule reinspection. Date: PERM • Project: &Zit l VA1 / y. Z ' Type of Inspection: A9ha -ii rY / P1 t. 4/1, il /.0 Address 7 z-[ , 46 , 9 . Date Called: J Special Instructions: Date Want j z M '�!if�� . Requester: Phone No: 2, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukw'Ia, WA 98188 pproved per applicable codes. C OMMENTS: INSPECTION RECORD Retain a copy with permit 6 • )431 -36 Corrections required prior to approval. a/. //ms. i $58. • R EINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Prgject: (. of a PO L', 1t t-! Udsxcr, 7 Type of Inspection: r -t,o4 ,,1c. /1'rR.n,c•t ( -1 . 1„ Address: 3"111 S 17 ids+ Date Called: Special Instructions: Date Wanted: 3 7 r 0 p. Requester: Phone No: 2 e Sso -5535 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit COMMENTS: in a et-hi -, /) «,# # / /'e j�e vnv re- �� s � • ell 2 ) / C ir h sSi 7 5 t j a//a/1A(/Lt/ -e• & #v i Z S 4'12 479/4./ /cram 4 3) 61,10 c e..A 749 c»i f -- C $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedille reinspection. Receipt No.: Date: Do(o -Z y g Corrections required prior to approval. Date 3/28/07 Project Name Greenlite, LLC 2 Lot Shortplat Project No. 06-041 Lemon 3723 S 126'" Street Weather Clear & Cool Municipality Tukwila Bldg. Permit No. D06 -243 Engineer/Architect Cheat/Owner Greenlite, LLC General Coe tractor/Superintendent Greenlite, LLC Grading Contractor/Superintendent GARY A. FLOWERS, PLLC 19532 12 Ave NE Shoreline, Washington 98155 TO: Greenlite, LLC 3725 South 126 Street Tukwila, WA 98168 ATTN: Aaron Hundtofte & Brie Campbell AS REQUESTED BY: Aaron/Bire THE FOLLOWING WAS NOTED: On site for verification of bearing soils prior to footing concrete placement. Forms up and rebar in place at time of site visit. Recommended soil bearing pressure as per soils report was 2,500 psf for placement on undisturbed native soil. Approved plans on site indicate structural design was actually for 2,000 psf Exposed soils consist of weathered and unweathered glacial till. Soils were somewhat saturated at time of visit and had a thin scum of softened soil. Scum no more than 1 -2" thick. Probing with stainless steel, T- handle soils probe indicates that the exposed soils generally will provide a suitable level of support for the residence in accordance with the approved project plans. A small area at the southwest corner, extending about 2 feet each direction from the corner, was not acceptable at the time of our visit. Contractor to excavate out loose soil to a depth of about 12 to 18 inches in this area and replace it with concrete. Once completed, from a geotechnical standpoint, the site is ready for footing concrete placement. COPIES TO: DATE MAILED: 3/29/07 Phone: 206 -417 -7640 RECEIVED MAR 2 t 2001 BUILDING DEPARTMENT FIELD REPORT 406- 2-y3 Page 1 of 1 FIELD REP: Gary Flowers Gasy A. PRINCIPAL / PM: Gary Flowers, P.G., P.E.G. 19532 12" Avenue NE, Shoreline, WA 98155 -1106 Fax: 206-686 -3834 • RECEIVED FILE COPY 'MAY 15 2006 r • COMMUNITY r _ • .. - DEVELOPMENT • - 5. F' ' TECHNICAL INFORMATION REPORT Parcel # 7345600690, -695, -696 _ 3725 S. 126 Street Tukwila, WA 98168 PREPARED FOR Aaron Hundtofte & Brie Campbell 3725 S. 126 Street Tukwila, WA 98168 May 9, 2006 By TLP Pacific, LLC 10512 NE 68 Street # 101 Kirkland, Washington 98033 TLP Job No. 0604 REVIEWED FOR CODE COMPLIANCE pnnnfucl DEC 19 2006 Air Of Tukwila BUILDING DIVISION -29 TABLE OF CONTENTS Technical Information Report A. Core and Special Requirement Analysis B. Storm Drainage Calculations I. Project Overview II. Preliminary Conditions Summary III Off -site Analysis IV. Proposed Drainage Improvements V. Conveyance Systems Analysis and Design VI. Erosion/Sedimentation Control Design VII. Bond Quantity Worksheet VIII. Operations and Maintenance Manual (TO BE SUPPLIED AT FINAL TIR) IX. Appendix A. CORE AND SPECIAL REQUIREMENTS ANALYSIS Core Requirement 1. Discharge at the Natural Location Core Requirement 2. Offsite Analysis Existing (Pre- developed) Site Hydrology: This section of the Technical Information Report (TIR) is intended to meet agency specific requirements for a report addressing all Core and Special Requirements of the 1998 King County Surface Water Manual and 2005 King County Surface Water Manual. The current two houses discharge the storm runoff from the existing roofs via splash blocks. Current drainage is from southwest to the northeast. The current site condition slopes to the northeast approximately 2 percent for approximately 192 feet, then approximately 29 percent for approximately 34 feet, then approximately 4 percent for approximately 97 feet to the northeast corner of the site. The site indirectly discharges to Riverton Creek. See attached Sensitive Area Study and Mitigation Report. Existing drainage patterns will be maintained for the proposed development. This project is EXEMPT to offsite Analysis since the proposed development will add less than 2,000 square feet of new impervious surface, and less than 35,000 square feet of new pervious surface. Core Requirement 3: Flow Control Level Two Flow Control This project is EXEMPT from Flow control since the proposed development will add less than 2,000 square feet of new impervious surface, redevelopment area is less then 5,000 square feet of new plus replaced impervious surface and less than 35,000 square feet of new pervious surface. This project is EXEMPT from Flow control since no more than 0.1 -cfs difference in the sum of the developed 100 -year peak flows and the existing peak flows. Only grassed modular grid pavement was used for sizing credits for the proposed parking area. This area was modeled in KCRTS as grassed area The following table lists the existing site conditions used in the modeling software KCRTS. Till Forest 018 Till Grass 0.0 Wetland 0.0 Impervious 0.58 Total Area 0.76 Till Forest 0.0 Till Grass 0.55 Wetland 0.0 Impervious 0.21 Total Area 0.76 SeaTac Scale factor 1.0 Descri ption Site Proposed (Developed) Site Hydrology: The following table lists the proposed site conditions used in the modeling software KCRTS. SeaTac Scale factor 1.0 Description Site Core Requirement 4: Conveyance System Conveyance analysis was performed using the 100 -year design storm for all pipes conveying stormwater form the proposed roof downspouts. Downspouts will be sized per the Uniform Plumbing Code. Core Requirement 5: Erosion and Sedimentation Control Erosion Control Systems are required. The site is not in a P suffix Zone. Specific ESC systems are recommended in Section IX of the TIR. A separate ESC plan is prepared for the Construction Document Phase. The ESC plan shall meet all applicable codes. Core Requirement 7: Financial Guarantees and Liability Financial guarantees will be required. The City of Tukwila Bond Quantity worksheet will be provided for public and private improvements after sufficient city review to establish design specifics. Core Requirement 8: Water Quality This project is EXEMPT from Water Quality measures since the proposed development will add less than 5,000 square feet of new PGIS that is not fully dispersed, less than 5,000 square feet of new plus replaced that is not fully dispersed and area is less then 5,000 square feet of new plus replaced impervious surface and less than 35,000 square feet of new PGIS that is not fully dispersed. Special Requirement #1: Other adopted area - specific requirements. None. Special Requirement #2: Flood Hazard Area Delineation The project does not contain nor is adjacent to a significant stream, lake, or closed depression. Therefore, this requirement does apply to the site. Special Requirement #3: Flood Protection Facilities Not Applicable. Special Requirement #4: Source Controls The site is not a commercial project. Therefore, this requirement does not apply to the site. B. STORM DRAINAGE CALCULATIONS ENGINEER DEVELOPER Name Todd A. Popelka Name Brie Campbell Firm TLP Pacific, LLC Firm Address 17624 NE 30 Place Address 3725 -126 Street Redmond, WA 98052 Tukwila, WA 98168 Phone 206 -396 -8449 Phone KING C a, WASHINGTON, SURFACE WATI 'GN MANUAL � STORMWATER FACILITY SUMMARY SHEET Development 3725 -126 Street. Location Tuckwilla, WA Developed Site: Acres 0.75 Number of lots 3 Number of detention facilities on site: Number of infiltration facilities on site: ponds ponds vaults vaults tanks Trench Flow control provided in regional facility (give location) No flow control required 0 Exemption number Downstream Drainaee Basins Number & type of water quality facilities on site: biofiltration swale (regular /wet/ or continuous inflow ?) combined detention/WQ pond large ?) Date 5 -10 -06 (WQ portion basic or large ?) . combined detention/wetvault stormwater wetland compost filter wetpond (basic or large ?) X filter strip wetvault X flow dispersion farm management plan landscape management plan oil/water separator (baffle or coalescing plate ?) catch basin inserts: Manufacturer sand filter (basic or large ?) sand filter, linear (basic or large ?) sand filter vault (basic or 1998 Surface Water Design Manual 9/1/98 1 Immediate _ Major Basin Basin A 0.75 Basin B Basin C Basin D KING C a, WASHINGTON, SURFACE WATI 'GN MANUAL � STORMWATER FACILITY SUMMARY SHEET Development 3725 -126 Street. Location Tuckwilla, WA Developed Site: Acres 0.75 Number of lots 3 Number of detention facilities on site: Number of infiltration facilities on site: ponds ponds vaults vaults tanks Trench Flow control provided in regional facility (give location) No flow control required 0 Exemption number Downstream Drainaee Basins Number & type of water quality facilities on site: biofiltration swale (regular /wet/ or continuous inflow ?) combined detention/WQ pond large ?) Date 5 -10 -06 (WQ portion basic or large ?) . combined detention/wetvault stormwater wetland compost filter wetpond (basic or large ?) X filter strip wetvault X flow dispersion farm management plan landscape management plan oil/water separator (baffle or coalescing plate ?) catch basin inserts: Manufacturer sand filter (basic or large ?) sand filter, linear (basic or large ?) sand filter vault (basic or 1998 Surface Water Design Manual 9/1/98 1 DESIGN INFORMATION INDIVIDUAL BASIN A B C D Water Quality design flow 0.0 CFS Water Quality treated volume or wetpond Vr . KING COUNTY 'INGTON, SURFACE WATER DESI NUAL Sai' �r pre - settling pond pre - settling structure: Manufacturer flow - splitter catchbasin 9/1/98 1998 Surface Water Design Manual 2 DESIGN INFORMATION, cont'd TOTAL INDIVIDUAL BASIN Drainage basin(s) Onsite area A B C D 0.75 Offsite area N/A Type of Storage Facility Live Storage Volume Predeveloped Runoff Rate 2 -year 0.053 cfs 10 -year 0.073 cfs 100 -year 0.127 cfs Developed runoff rate 2 -year 0.078 cfs 10 -year 0.105 cfs 100 -year 0.215 cfs Type of restrictor Size of orifice /restriction No. 1 No. 2 No. 3 No. 4 KING C TT, WASHINGTON, SURFACE WATE TGN MANUAL FLOW CONTROL & WATER QUALITY FACILITY SUMMARY SHEET SKETCH All detention, infiltration and water quality facilities must include a sketch per the following criteria: 1. Heading for the drawings should be located at the top of the sketch (top right -hand corner). The heading should contain: • North arrow (point up or to left) • D9# • Plat name or short plat number • Address (nearest) • Date drawn (or updated) • Thomas Brothers page, grid number 2. Label CBs and MHs with the plan and profile designation. Label the control structure in writing or abbreviate with C.S. Indicate which structures provide spill control. 3. Pipes -- indicate: Pipe size Pipe length Flow direction Use s single heavyweight line 4. Tanks -- use a double, heavyweight line and indicate size (diameter) 5. Access roads • Outline the limits of the road • Fill the outline with dots if the road is gravel. Label in writing if another surface. 6. Other Standard Symbols: 1998 Surface Water Design Manual 9/1/98 i KING COUNTY INGTON, SURFACE WATER DESI J NUAL • Bollards: • • • • • • • • • Rip rap 000000 000000 Fences --x---x---x---x--- x- - -x - -- • Ditches — n--- Cn�C0 ---'CD 7. Label trash racks in writing. 8. Label all streets with the actual street sign designation. If you don't know the actual street name, consult the plat map 9. Include easements and lot lines or tract limits when possible. 10. Arrange all the labeling or writing to read from left to right or from bottom to top with reference to a properly oriented heading 11. Indicate driveways or features that may impact access, maintenance or replacement. 9/1/98 1998 Surface Water Design Manual a paused Help t Files • 4CRT5 Flow Frequency Analysis Tine Series File:dev.tsf Project Location:Sea -Tac - Annual Peak Flow Rates- Flow Rate Rank Tine of Peak (CFS) 0.100 4 2/09/01 2:00 0.070 7 1/05/02 16:00 0.123 2 2/27/03 7:00 0.062 8 8/26/04 2:00 0.078 6 10/28/04 16:00 0.105 3 1/18/06 16:00 0.098 5 11/24/06 3:00 0.215 1 1/09/08 6:00 Computed Peaks Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea-Tac - Annual Peak Flow Rates - Flow Rate Rank Time of Peak (CFS) 0.068 4 2/09/01 15:00 0.048 7 1/05/02 16:00 0.075 2 2/27/03 7:00 0.045 8 8/26/04 2:00 0.053 6 10/28/04 16:00 0.073 3 1/18/06 16:00 0.067 5 11/24/06 3:00 0.127 1 1/09/08 6:00 Conputed Peaks -Flow Frequency Analysis ----- - - Peaks - - Rank Return Prob (CS) 0.215 0.123 0.105 0.100 0.098 0.078 0.070 0.062 0.185 -Flow Frequency Analysis --- - - Peaks - - Rank Return Prob (CFS) 0.127 0.075 0.073 0.068 0.067 0,053 0.048 0.045 0.110 Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 L PROJECT OVERVIEW The Proposed redevelopment consists of a boundary line adjustment to the current development of 3 residential lots. Impervious surface include the common driveways, proposed and existing houses, patios and walkways. The proposed driveway will include 2,264 square feet of replaced impervious surface. The remainder of the lots will be re- landscaped after the residential structures are constructed. The proposed parking area for the existing houses will be redeveloped from a gravel parking area to a grassed modular grid pavement surface. The proposed parking areas for the new residence will consist of pervious pavers. Best Management Practices (BMP's) were used from the 2005 King County Surface Water Manual to reduce the impact to the wetland buffer from the proposed development. IL PRELIMINARY CONDITIONS SUMMARY The existing lot is 0.75 acres of residential property with undeveloped with vegetation ranging from brush and grasses. Existing Grades slope from the southwest to northeast. Site access is provided via South 126 Street. No further road improvements are assumed warranted by this project accept pavement restoration from utility tie in connections. III. OFF - SITE ANALYSIS (DOWNSTREAM — UPSTREAM DRAINAGE ANALYSIS) Drainage from the site is generally conveyed by onsite swales and sheet flow towards the northeast corner of the property until being intercepted by South 126th Street storm drainage system and directed to a Riverton Creak off site to the northeast. Minor sheet flow from the upstream area is conveyed across the northwest portion of the site. All upstream runoff will remain on its current conveyed path. Manning Pipe Calculator Computed Results: Depth 0.2122 ft Area 0.1963 ft2 Wetted Area 0.0793 ft2 Wetted Perimeter 0.7095 ft Perimeter 1.5708 ft Velocity 2.7099 fps Hydraulic Radius 0.1118 ft Percent Full 42.4362 % Full flow Flowrate 0.5731 cfs Full flow velocity 2.9188 fps V. CONVEYANCE SYSTEMS ANALYSIS AND DESIGN Critical Information Critical depth 0.2326 ft Critical slope 0.0036 ft/ft Critical velocity 2.4026 fps Critical area 0.0895 ft2 Critical perimeter 0.7506 ft Critical hydraulic radius 0.1192 ft Critical top width 0.4988 ft Specific energy 0.3263 ft Minimum energy 0.3489 ft Froude number 1.1924 Flow condition Supercritical IV. PROPOSED D R A I NA G E D IMPROVEMENTS The proposed development does not require flow control. BMP's will be used to midigate the proposed development storm runoff. All roof runoff will be piped to a level flow spreader within the proposed wetland buffer. All drainage from the proposed driveway will sheet flow over a grassed filter strip prior to entering into a 2 -foot minimum washed rock swale. Given Input Data: Shape Circular Solving for Depth of Flow Diameter 0.5000 ft Flowrate 0.2150 cfs — Assume the entire 100 -year storm to enter the pipe. Slope 0.0050 ft/ft — Assume smallest slope to be 0.5% Manning's n 0.0090 VI. EROSION /SEDIMENTATION CONTROL DESIGN Erosion Control Designs (ESC) has been prepared per the City of Tukwila, since the new site impervious area is not greater then 5,000 sf. The plan, together with the grading/drainage plan, shows all existing and proposed topographic features, ESC notes, ESC details and drainage features Erosion Control elements shall consist of a Clearing and Grading Limits, rock entrance, interceptor swales, silt fencing and use of the a sediment trap as an erosion control pond. VII. BOND QUANTITY WORKSHEET VIII. OPERATIONS AND MAINTENANCE MANUAL All catch basin sumps should have sediment removed when the sumps have more then 1/3 (8 ") of their depth from the bottom to the pipe invert filled. Catch basin grates should have all debris removed from around the grate as soon as it accumulates and it is feasible possible to remove such debris. Conveyance pipe should be inspected periodically and cleaned when more then 20% of the pipe diameter is obstructed by sediment. Inspection should be completed every quarter year for the first year of operation and then every year thereafter. More detailed instructions for maintaining the system is attached. IX. APPENDIX Map Output • County Boundary I x Mountain Peaks Contours (511) Meets eA "1 r Mme. /7 Ian Parcels MO Stream u.at N Caa 2 PwanS r! tam CJass • King County Shorelnno Management Designafsm Careenamy (cry D 0 • o Legend Nand Rex* R:ra.Ctrea-arty tier tlrS•Rva Lakes and Large Five Streams Ibodway 100 Year Fbodptaet SAO Welland SAO Landsrde SAO Coal Mine SAO Seismic SAO Erosion Drainage Complaints Landsrde Hazards lossi Page 1 of 2 The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King C makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King Cc shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits result http: / /www5. metrokc. gov /servlet/com.esri.esrimap.Esrimap ?ServiceName= overview &Clien... 5/9/2006 I FIGURE C.2.2.B ALTERNATIVE TRENCH INFILTRATION SYSTEM tesCatik overflow 1 - 3 /4" washed rock L 2' min 15' min . CID a O as p°a D °.0a °o a o ° ° v ° °0 °w p° ° L 2' min X- SECTION NTS filter strip grass 5' min F 6 "min • X- SECTION NTS drivewa from roof ^. 2.2 FULL INFILTRATION NOTE: Same length dimensions and site limitations as typical system NOTE: Same length dimensions 18" min and site limitations as typical system 2005 Surface Water Design Manual - Appendix C 1/24/2005 C -43 r FIGURE C.2.1.D 50 -FOOT DISPERSION TRENCH WITH NOTCHED BOARD notched grade board 2 "x 2" notches 18" O. C. galvanized bolts � % 2 "X "�i$KI4 • 00 l cc c �� pressure treated grade '- board 4" x 4' support post filter fabric /pipe O D. I' -0 min min � end cap or plug v clean out wye from pipe PLAN NTS SECTION A -A NTS pipe O.D. I' -0 4" or 6" perforated pipe laid flat/level type I CB w /solid cover (locking) influent pipe (max design flow <_ 0.5 CFS per trench) clean out wye from pipe 4" or 6" perforated pipe laid flat clean (5 5% fines) 1 - 3 /4" washed rock C.2.I FULL DISPERSION flow to second dispersal trench if necessary NOTES: flow o other branching CB's as necessary type I CB w /solid cover f 2" grade board notches 18 "O.C. -- E! 2" 2 1. This trench shall be constructed so as to prevent point discharge and /or erosion. 2. Trenches may be placed no closer than 50 feet to one another. (100 feet along flowline) 3. Trench and grade board must be level. Align to follow contours of site. 4. Support post spacing as required by soil conditions to ensure grade board remains level. 2005 Surface Water Design Manual - Appendix C 1/24/2005 C -33 May 8, 2006 Project No. 06-041 Mr. Aaron Hundto fie & Ms. Brie Campbell 3725 South 126 Street Tukwila, WA 98168 Subject: Subsurface Exploration and Geotechnical Engineering Proposed Short Plat 3725 South 126 Street, Tukwila, Washington 19532 12 Awns NE Gary A. Flowers, PLLC FILE COPY Geological & Geotechnical Consulting 19532 it Avenue NE Shoreline, WA 98155 -1106 Gary A. Flowers, PLLC Shoreline., Washington 98I55 -1106 REVIEWED FOR CODE COMPLIANCE ft ►+nn ft►efl DEC 19 2006 `D" turfy City Of Tukwila BUILDING DIVISION This report presents the results of our geological /geotechnical evaluation of the property located at the above referenced address in Tukwila, Washington. It is our understanding that the subject property will be subdivided, creating two additional building lots along the west side of the property. The existing driveway will remain in its approximate location but will be improved to serve the additional lots. Permeable pavement will be used to surface the driveway. Storm water runoff will be handled through the permeable pavement system and the underlying crushed rock base materials. The discussions presented this report address the geotechnical aspects of the planned development and the infiltration potential of the sediments underlying the driveway area. The purpose of our site evaluation was to document existing shallow soil and ground water conditions on the property, and to provide geotechnical recommendations for design and construction of the proposed improvements. The scope of our study includes; 1) discussion of development scope and details with the owner and project civil engineer, 2) research of geologic and soils mapping information in our files, 3) exploration of subsurface conditions using band dug exploration pits and probing, 4) geologic and engineering evaluations, and 5) preparation of this Ieptn Development plans include construction of two new single family dwellings on the west side of the property in order to meet setback requirements from the wetland located on the northeast portion of the property. In addition to the houses, a new storm water management system consisting of permeable pavement over the driveway and a bioswale along the east side of the driveway are planned. The two existing homes on the property will remain as is. A site plan and topographical survey, by Land Surveying, Planning & Platting, was provided and used for elevation and location datum referenced our study. CITY OFTUKWILA Juy,z rues PMrroENTER tZlr 2*43 HundtoJle/Campbell Short Plat 3725 South 126th Street, Tukwila, Washington Surface Conditions Explorations GeologicaUGeoteelmical Services Report The subject property is located in the north area of Tukwila, west of the Green River and east of Highway 99 (Tukwila International Blvd). The parcel is relatively flat lying at the top, southwestern portion of the site and slopes gently downward to the east and northeast. There is also a relatively steep, but short (less than 10 feet) slope downward to the south along the south property line. Total relief on the site is about 18 feet from southwest to northeast Total relief in the area of the proposed new lot at the southwest corner is only about 2 feet and for the northwest lot relief is about 6 feet The existing driveway slopes down to the north to S 12e Street at a gradient of about 11 percent The property is residential and currently supports two wood framed residences on the southeast portion of the site. Vegetation on the site consists of trees, brush and grass. A wetland is located in the northeast portion of the site- We understand that the wetland has been recently improved by removal of bramble bushes and replanting with native wetland plants east of the existing driveway under the supervision of the city biologist. Field explorations at this site were conducted on April 11, 2006. Subsurface information was obtained in six (6) hand or power auger holes. The explorations were placed to characterize subsurface conditions over the anticipated future development area and the driveway improvement/storm water management area. Hole depths ranged from about 1.5 to 4.0 feet below existing grade. Probing of the pit bases was performed with a 1/2" steel T probe to determine the depth to firm, non - yielding soils. Probe refusal depths were approximately the same as the auger depth. Exploration locations were established from available reference points. Records of soil types and conditions encountered in the explorations were maintained in the field and are summarized in the following hand pit logs. Soils observed in the explorations were visually identified in the field by a licensed engineering geologist from this office. 11A -1 Located near southwest corner of existing gravel parking pad- Ground surface elevation approx. 116 feet. 0.0 — 4" Crushed rock/recycled concrete mix — approximately 7/8" diameter material (fill) 4" — 8" Medium dense, moist, blackish - brown, sandy silt with occasional gravel (fill) 8" — 4' Medium dense to dense with depth, moist, brown, sandy silt with gravel and occasional cobbles to 4" diameter (glacial till) BOH @ 4.0 feet No caving No ground water seepage 19532 It Avenue NE Gary A. Flowers, PLLC Shwdine, Washington 98155-1106 2 206-417 -7640 HundlofelCampbell Short Pict 3725 South 126 Street. Tukwila Washington Geological/Geotechnical Services Report HA -2 Located in area of proposed house on new lot 1. Ground surface elevation approx. 114 feet 0.0 - 2.5' Loose, moist, black, very organic, silty loam to sandy loam (topsoil) 2.5' — 3.0' Medium dense to dense, moist, brown, sandy silt with gravel and occasional cobbles to 4" diameter (glacial till) 13OH ® 3.0' No caving No ground water seepage HA -3 Located in area of existing parking on west side of property near south edge of proposed house on new lot I. Ground surface elevation approx. 115 feet. 0.0 — 4" Crushed rock/recycled concrete mix — approximately 7/8" diameter material (fill) 4 " -4.0' Medium dense to dense, moist, brown, sandy silt with gravel and occasional cobbles to 4" diameter (glacial till) BOH @ 3.0' No caving No ground water seepage HA-4 Located in lawn area just south of existing shed in area of proposed house on new lot 2. Ground surface elevation approx. 117 feet. 0.0 — 2" Grass Sod 2" — 3' Medium dense to dense, moist, brown, sandy silt with gravel and occasional cobbles to 4" diameter (glacial till) BOH @ 3.0' No caving No ground water seepage HA - Located in driveway area. Ground surface elevation approx. 110 feet 0.0 — 5" Crushed rock/recycled concrete mix — approximately 7/8" diameter material (fill) 5" —16" Dense to very dense, moist, brown, sandy silt with gravel and occasional cobbles to 4" diameter (glacial till) BOH @ 16" No Caving No ground water seepage Natural gas line punctured HA -5 Located in driveway area. Ground surface elevation approx. 104 feet. 0.0 — 5" Crushed rock/ecycled concrete mix — approximately 7/8" diameter material (fill) 5" — 16" Dense to very dense, moist, brown, sandy silt with gravel and occasional cobbles to 4" diameter (glacial till) 19532 12 Avenue NE BOH @ 16" No Caving No ground water seepage Gary A. Flowers, PLLC. Shoreline. Washington 98155- 1106 206417 -7640 3 Humdtojte/CampbelI Short Plat 3725 South 126 Street. Tukwila Washington Geological/Georeclmical Services Report Geologic Mapping and Subsurface Conditions Landforms in this region comprise a system of erosion modified, glacially sculpted features. Deposits of glacial till and outwash sediments from the last glaciation of the area overlie materials from earlier glaciations. The latest occurrence of glacial ice within the vicinity is thought to have taken place during the later stages of the Pleistocene Epoch (some 11,000 to 12,000 years ago), and is referred to as the Vashon Stade of the Fraser Glaciation. Some 3500 to 4500 feet of ice is thought to have overlain the region during this period. According to the Geologic Map Of King County, Washington,, by Booth. Haugerud and Sacket, 2002, the terrain in this vicinity is shown to be funned over Vashon age glacial till deposits. Our explorations and observations find the geology at this site to be generally consistent with the published mapping of the area. Our explorations encountered 30 inches of highly organic silty loam to sandy loam on the west side of the driveway in the area of proposed lot I. This area appears to have been a garden area in the past and is not representative of the remainder of the site. A layer of crushed rock and recycled concrete mix overlies the native soils in the existing parking and driveway areas. This material was underlain by about 4 inches of blackish brown sandy silt with occasional gravel in HAI. We interpret this soil to be fill materials. Elsewhere on the site, either weathered or unweathered glacial till sediments were encountered. Ground Water Ground water seepage was not encountered in any of the explorations completed for this study. We suspect that the some ground water seepage may be encountered during wet periods of the year as interflow. This condition occurs as surface water migrates through the looser, more permeable artificial fill and weathered zone soils, and " perches" atop the impermeable, dense parent material. Depending on the slope of the ground surface (and soil interface contact) within an area, the collected ground water may remain stationary, or migrate down gradient along the interface atop the dense parent material. Interflow is most active during the winter months, or periods of prolonged rainfall. During these times, infiltration of perched ground water into sandy seams or pockets may occur within the dense parent materials. Irterflow is considered to be localized, and is not an indication of a larger (regional) ground water recharge condition. This condition tends to be seasonal, and the level of activity generally decreases significantly (or disappears) during the dry season. 19532 it A.vme HE Gary A. Flowers, PLLC Shudme, Washington 98155 -1106 4 206- 417_7640 Handtofie/Ca npbell Short Plat 3725 South 126 &met Tukwila Wmlrwgton Seismic Hazards GeologicaiGeotechnical Services Report Generally, there are four types of potential geologic hazards associated with large seismic events: 1) surficial ground rupture; 2) seismically induced landslides; 3) liquefaction; and 4) ground motion. The potential for each of these to impact this site is discussed below. The nearest known fault in this region is the Seattle Fault Zone which passes east -west, through AIki Point and the southern extent of Lake Sammamish. The exact locations of all splays of this fault zone are unknown, but are likely within about 6 miles of this site These faults are being currently studied by the United States Geological Service (USGS), and have been determined to be active and capable of producing large earthquakes. Much is still to be learned about structural details and seismic activity along these fault systems, but it is generally hypothesized that the large earthquake recurrence interval is several thousand years. Due to the suspected long recurrence interval and the distance to the suspected fault zone, the potential for surficial ground rupture is considered to be low during the expected life of the proposed structures. Due to the very high density of the glacial till materials it is our opinion that the potential risk of damage to the proposed structures, by either seismically induced landsliding or liquefaction, is low. In accordance with the 2003 International Building Code, Table 1615.1.1, the subject site is defined as Site Class C. CONCLUSIONS AM) RECOMMENDATIONS Based on our observations and explorations the site is underlain at depth by dense or better, glacially consolidated sediments These materials will provide suitable bearing for proposed residences. The thick layer of highly organic silty loam to sandy loam encountered along the west side of the driveway is unsuitable for foundation or slab support and must be removed from the building site. Site Grading and Subgrade Preparation Based on our understanding of the planned development, we anticipate that significant regrading will not be required on either of the subdivided lots. Removal of the highly organic soils will be required within the building pad of Lot I. This material is excellent topsoil material and should be kept on site for landscaping purposes. This will result in an approximate 4 foot high foundation wall along the west side of the house footprint. Otherwise preparation of building sites will primarily involve removal of any existing fill and very loose, root laden soils in foundation areas and other weight bearing or settlement sensitive areas. Any disturbed soils in the foundation areas should either be removed or recompacted to a dense, unyielding condition. 19532 12 Aveaue NE Gary A. flowers, PLLC shwdme, Washington 93155- 1106 206 -417 -7640 5 Humdafte/Campbeil Short Plat 3725 South 126' Street, Tukwila, Washington Site grading work is best performed during the drier summer months as the native surficial soils are very fine grained and will be very moisture sensitive and easily disturbed when wet. Once disturbed, this material will not be easily tecompacted and will likely have to be used in non- critical landscaped areas. It will be incumbent upon the contractor to plan site development to minimize subgrade disturbance. Any necessary grading for the driveway portion of the project should be in compliance with City of Tukwila standards. Prior to placement of the required pavement section the subgrade soils should be proofrolled to verify their stability under traffic loads. The proofroll should only be conducted during dry weather conditions and should be conducted with a fully loaded, tandem axle dump truck_ Any soft or pumping soils should be removed and replaced with compacted structural fill. Structural Fills Temporary Excavations Geological/Geotedtnical Services Report Structural fill is defined as non -organic soil, acceptable to the geotechnical engineer or engineering geologist, placed in maximum 10 -inch loose lifts, with each lift being compacted to a dense and unyielding condition prior to placement of the succeeding lift. Any yielding material, whether it meets the compaction standard or not, should either be scarified, allowed to dry to optimum moisture content and then recompacted or else removed from the structural fill. Utility trench backfill in any roadway areas should be completed in accordance with the local municipality's standards and specifications. The on -site native soils are very fine grained and moisture sensitive. These materials should not be used in structural fills during rainy weather or in wet subgrade areas. Construction during wet weather or wet subgrade conditions will require use of imported, high quality granular materials for use in structural fills. Wet weather fill should consist of a well graded, free draining pit run sand and gravel material with less than 5 percent fines (minus #200 sieve size It should be the responsibility of the contractor to maintain safe slope configurations since the contractor is continuously on -site. For planning purposes we anticipate that the dense to very dense glacial till soils can be excavated at approximately .5H:I V (horizontal to vertical) provided that heavy equipment and soil stockpiles are kept away from the edge of the excavation a distance at least one -half the height of the excavation. The upper, weathered sediments will need to be sloped at a maximum inclination of 1H:1 V. As is typical with earthwork operations, some sloughing and raveling may occur, and cut slopes may have to be adjusted in the field. It may be necessary to cover the sides of temporary slopes with plastic or otherwise protect them from the elements to minimize sloughing and erosion. 19532 I2` Avant NE Gary A. Flowers, PLLC Shoreline, Wubinglon 98155 -1106 206.517 -7690 6 Hundtofle/Campbell Short Plat 3725 South 126 Street, Tukwila Washington Geological/Geaecimical Services Report Foundation Recommendations Shallow spread footings founded on the dense, natural glacial soils should provide a commonly acceptable level of support for the proposed new dwellings. Disturbed soils must be either removed or recompacted prior to concrete placement. A net allowable design soil bearing pressure of 2500 psf should be used for footings founded on appropriately prepared glacial soils. Ground settlement due to foundation loads should be less than one (1) inch total and one -half (1/2) inch differential over the building areas. For short term dynamic loads, a reduction of the factor of safety would be appropriate at this site, and a resultant increase of one -third for the above recommended bearing pressures may be used. The suggested soil bearing pressures are based on the following conditions: I . All footings should be founded into the natural glacial soils as described above. 2. All footing excavations should be prepared such that a dense, non - yielding, uniform soil condition has been established prior to placement of footing concrete. 3. All footings should extend through any existing artificial fills or modified zones and exterior footings should be placed to bear a minimum of 18 inches below finished adjacent exterior grade for frost protection. 4. All footings should be sized according to the anticipated wall or column loadings, and the above soil bearing value. Minimum footing widths should comply with current International Building Code (IBC), or City of Tukwila standards. 5. All footings should be free of ponded water and sloughed or water loosened soils prior to placement of footing concrete. Footing areas should be inspected by this office prior to placement of concrete to verify that the type and condition of the bearing soils are consistent with the recommendations of this rt.port. Lateral loads may be resisted by friction at the base of the footings, and as passive pressure on the sides of adequately embedded footings. We recommend that an allowable coefficient of friction of 035 be used to calculate friction between the concrete and the underlying soil. Passive pressure may be determined using an allowable equivalent fluid density of 300 pcf when the footings are backfilled with compacted structural fill. These values are allowable and include a factor of safety of at least 1.5. 19532 12 Avwuc NE Gary A. Flowers, PLLC. Shoreline, Wshingrw 98155 -1106 7 206417-7640 HundtofieCCampbell Short Plat 3725 South 126 Street, Tukwila Washington Retaining Walls We are unaware of any retaining walls that proposed for the project. For planning purposes retaining walls up to 8 feet in height that are See to rotate may be designed for an active equivalent fluid pressure of 35 pcf with a level backfill. If the walls are restrained and unable to rotate they should be designed for an at rest pressure of 55 pct for level backfrll. Traffic, equipment, residential footings or slope surcharges should be added to these values by the design engineer. Any retaining walls or landscape walls over 3 feet in height must be lined with a minimum of 12 inches of washed rock to within 1 foot of finish grade or an approved drainage mat such a MiraDrain or IncaDrain. The washed rock or drainage mat must hydraulically connect to the footing drain. Floor Slabs Site Drainage Gevlogica4Geotechnical Services Report Slab-on-grade concrete floors may be placed atop suitably prepared and compacted natural site soils other than the highly organic soils observed along the west side of the driveway. Any material that has been disturbed and is not dense or non yielding should either be recompacted or removed and replaced with structural fill. A capillary break layer consisting of 4 inches of washed pea gravel and a heavy duty (minimum 10 mil), polyethylene plastic vapor barrier should be provided under any floor slabs where moisture intrusion is a concern. If the vapor barrier becomes compromised in any way during construction it should be replaced or an additional layer added. Penetrations through the vapor barrier should be wrapped and taped. We understand permeable pavement will be utilized for the driveway enhancement. Permeable pavement allows storm water to penetrate through the pavement into the underlying crushed rock support section. Storm water is thus stored both within the permeable pavement and the crushed rock section and slowly infiltrates into the underlying natural sediments on the site, if suitable. Our explorations indicated that the underlying natural sediments are not suitable for infiltration of storm water. The sediments contain a significant percentage of fine grained material and are dense to very dense. As such the design engineer must accommodate the design storm water event runoff without relying on infiltration into the subgrade soils. The subgrade soils in the area of the driveway also may become unstable when saturated and subjected to traffic loading. As such, a suitable thickness of crushed rock should be placed beneath the permeable pavement to provide separation and stability from the underlying soils. In addition, we recommend that a geotextile filter fabric or subgrade stabilization fabric be placed atop the subgrade soils prior to placement of the crushed rock. 19532 12 AvameNE Gary A. Flowers, PLLC S&sc ine. Washington 981554106 206-417-7640 8 HundtaftdCampbdl Short Plat 3725 South 126 Street, Tukwila, Washington Manufacturer's installation instructions should always be followed for permeable pavement. However, typical installations for pavement in this area would include a minimum of 4 inches of compacted crushed rock for concrete pavement and 6 inches for asphalt pavement on a stable subgrade. For permeable pavements on a potentially unstable subgrade the crushed rock section should be increased The design engineer should also determine if additional storage capacity is required within the crushed rock and increase the section accordingly. All permeable pavements require that the surface of the pavement be kept clean such that fine grained sediment does not plug up the pore spaces of the pavement. Regular routine maintenance (sweeping and pressure cleaning) should be performed. All perimeter foundations should be provided with a drain at the footing level. Drains should consist of rigid, perforated, PVC pipe surrounded by washed pea gravel. The pipes should always be placed such that the perforations are located on the lower one -third of the pipe section. The level of the perforations in the pipe should be set approximately 2 inches below the bottom of the footing at the highest point and the drains should be constructed with sufficient gradient to allow gravity discharge away from the buildings. Roof and surface runoff should not discharge into the footing drain system but should be handled by a separate, rigid, tightline drain that discharges into an approved storm water conveyance system. In planning, exterior grades adjacent to walls should be sloped downward away from the structure to achieve surface drainage. Erosion Protection SUMMARY 19532 It Arrnue NE Gary A. Flowers, PLLC. Shorebnc, Washington 98155 -1106 9 Geological/Geotedmical Services Report The weathered till soils contain a significant amount of fines and are considered to be moisture sensitive and may be prone to erosion if exposed to channelized flow. Erosion control measures should include silt fences along the lower portions of the development areas. The silt fences should be placed as per local municipal specifications and properly maintained. Soil stockpiles should be covered with plastic during periods of inclement weather. Areas stripped of vegetation and exposed backfill should be covered with plastic when not being worked. The construction entrance should be rocked to minimize off -site soil transport. Based on our observations and subsurface explorations, this site appears to be suitable for the proposed development provided the recommendations presented herein are properly implemented We recommend that we be retained to review those portions of the plans and specifications that pertain to grading or foundation installations to determine that they are consistent with the recommendations of this report. Construction monitoring and consultation services should also be provided to verify that subsurface conditions are as expected. Should conditions be revealed during construction that differs from the anticipated ground conditions, we will evaluate those conditions and provide alternative recommendations where appropriate. 206.417 -7640 Hundtajle/Cmmpbell Short Plat 3725 South 126 Street, Tukwila, Wa hf igton Field construction monitoring and observation services should be considered as an extension of this initial geotechnical evaluation, and are essential to the determination of compliance with the project drawings and specifications. Such activities would include observation of excavations, subgrade preparation for foundations, subsurface drainage, fill placement and compaction. Our findings and recommendations provided in this report were prepared in accordance with generally accepted principles of engineering geology and geotechnical engineering as practiced in the Puget Sound area at the time this report was submitted. We make no other warranty, either expels or implied. Gary A. Flowers, P.G., P.E.G. Principal Engineering Geologist 19532 it Avenue NE Gary A_ Flowers, PLLC. Marline, Washington 98155 -1106 10 Ceo)ogicaiGeotechnical Services Report 206417-7690 June 20, 2006 STRUCTURAL CALCULATIONS RECEIVED CITYOFTUKWILA JUN,? 1. PERMITCENTER FILE COPY HUNDTOFTE - CAMPBELL RESIDENCE REVIEWED FOR for CODE COMPLIANCE Matt Wasse .+nonucn DEC 19 2006 Of Tukwila BY BUILDING DIVISION PETER A OPSAHL STRUCTURAL ENGINEERING INC tti -2t1; PETER A. OPSAHL STRUCTURAL ENGINEERING INC DESIGN SHEET PROJECT /4IA?.1ftO - �AMt3F_. /r DATE 4 /Z /bG LOCATION CLIENT MALT t.JASS.E ile KI.)II A BY TDU LI /AID ceps N-S. \ iti b RooF) E -W gooF D)Apr+ A = SG U IZq Psr- 14LI p_) 8,8 C = Sy P •2. b = 1yy_ Q '7.0 ,- -ifco - 10 F5F LNIJ FL D/APH A . f3q C _ l4`f I ( o %z Pitc.N Root DiApM A - 48 8 0 C 111 - 2iv Z AID FL- D/4 PM A - 167 5 I1: 4 6-S.g 19z a 7' � 3G ® /z 6 8 .6 tot €9 7.6 7zz 127o 6,53 1 d b$ 3 •t k t y,lk S if 5 Ca 7 c, e - 3. s 1 ,q'7 1 k 42 i = 736k PETER A. OPSAHL STRUCTURAL ENGINEERING INC DESIGN SHEET PROJECT DATE Pinup T OF'E - CAMPR5Lc, 1 -//76./c, LOCATION CLIENT 1o1,4i7 / A s sE BY - TD 5615MvC. v, /E1 1 5EtSMIC Yl ROUT /LOr7 = I0 - 7Z_ (/0 * 5 = ZCo, 3. 4 {"- Z N o rL/ LOt -) ROOF = 1213 (s(• &t i _ 30•3` —% Z ,35 N 5 P/ i'o/J e Z.vD /A!D ROOF t7 /APP X DIR F ~/) 5 k X2 - V= GOn1i Fri DES /c../ EXc% $.1 - 1.4 c V= 3.7y" Zt- o FL 17/API -1 CALLS 3,9N /z4) = I.87k l' SIX (500 6.v Co,'! x'0:5 CSR EA E.nl X3 - V t 1 k- V 1•8 ? "/ Z5 + $ �= 15Z RS C51� EA &,AJL (Sw 1) Yoga. V ' 3.71 1,3?' = 1.67k 1I2Pcrr Cslco � x(7.25 * 9.5) (Skil5 Y i — V = 1.8 '` = 1.87y • = IhZ PLF 1o,25 (SL-JI) C ND e51(e EA E nJ D PETER A. OPSAHL STRUCTURAL ENGINEERING INC DESIGN SHEET PROJECT DATE HLND - ogr - GAM PR/cL( /z4. /06 LOCATION CLIENT MATT (A /145A BY - 7 - Du 2ni Fr- D /AY /a )(Dom. V= 3•7 = 6.09 X, V = 1,87 k(I Z) ' t 2,35 ( = X - V = 1 ,87 (2 )+ f = 2.73 IZ X3 `'= 1,8 +2,35 = 2,65k/ - 33Z P r I (ro (5w3 V r> 7, 36 k — 3 ? = �z 4/mm. vl V° 1,87 3,c.,2k(I 3' 3,68'` tI = 3. (oak 01 +5 t gtq,5 +1) = 131 Pt HTTI, RECa D Ft. END (514 1 � YZ - V = 3.c,e" v 3.687 O. ?o3 ( . 31 Pi-l No HO. I�Eo'D 2.36 2.2g PL F CS.J i 2) (5L01) 0 6 73,..) = 2, ( 6) = 2. 65`' ( -kg) — 273 RE 145E (603) - 17T(c.0 RE-'D EA g'64) EA E HTT(cp RF- 'D EA EML7 > XI X Y I KEY PLAN I s-r FL WALLS - 1 u a it X Z - Kay PLAN 2ND FL VALIS lia PETER A. OPSAHL STRUCTURAL ENGINEERING INC DESIGN SHEET PROJECT }}IAkio - roFTE - GM{PSac_ DATE q /z4 /oc LOCATION CLIENT -rtAK1 /I La M44.11" WA55E BY Tr. (.4 peck WEA1 vst Lit ZQD PCr L- 114' 12 -1, y" CA WTI c.C�fy 5 ' Cpoo r , 3 rl 1 bk 6wcv 1 14;7 pt r P T 13' 1 3 1 R= R 4 1 C RAW L SPAce Brc k)_ (&5oP -F L -Co R= 1`150 P= 3 ,29k Nl - H 9 k , V 1.9` M = 1 V 7- 3 •Z4 " u 5E ▪ 8Z• 3 Psl O. 16 =' Iy Ic 11 %y (RIP 11 % ..a..,) ▪ - - 5 Ee Afr4c 4Eh 14 = Z92s # V =1950 Y 10 _ n- - 79c, Ps 3695 6 ,3z 1 58o Ps/ L! / ZZI = 5143 Ps/ p ; 0.15 < Cb = 703 1250 Ok & = po P5 1 ok 4 = 0,05" ok t wo , = D cat dt PETER A. OPSAHL STRUCTURAL ENGINEERING INC DESIGN SHEET PROJECT IA tAnIDToF TF cAtv1P8EL! DATE y /7 l /n to LOCATION 'TUK \./IL A' CLIENT vlArr WA55E BY 'TDf.I RI D6I= &K VI= 15.36' CC � r� = 1`142 P5) oh 10= 4S30 PcF V = 3,84` 7 °h- v = I II PSI i _ L. Item z ATL °. °5 C /3oo °l ' R = 3310 ` iSCO SY I3 2cF- V4 (cE Oic REC 'S 15 ?c{F -v'f 61_8 FOR - PEFLEGTtQu con4r oi-- Lc: (2 tx,E 14) = 6040 PL 10 s tt 3zco HEADE2 BEtoc..> Lot-3 Rapt= %8o Ty P /c p h4 = 8 41 = I In ?2 PS 4 ( = 3 Z 7v - 'I rs ok u5E M = 6.8 '- = 3,68" USE (z) 77(8 7 vP, ak- 3v , ~,Stec? 6, /28" 3 10 24F -vq 6713 1C 5E 4KIL Pr 412 oIG a" T6 110 Ps/ oG, cv 93 PSI oa L c.a„ 1/480 pa PETER A. OPSAHL STRUCTURAL ENGINEERING INC DESIGN SHEET PROJECT N k 76F745 - (.4Mptf- LOCATION Ti4 <W II. CLIENT WASSE BY TDu ZI1/44D FL- 8M 136LOC -O T i=l 1.1 .s5k- c E 4t54Q Bl-1 W = 750 PCP f L =12/ 4880 � L =8' c- , AtA6, E 3,l W= Cp7p . 1= 11 !J= C5O pLr` 0 4$0 _1 12oo I(.80 P =N•55" % , - o " S6 4 b & 0 / €CCQ ea P ( REVERSED) FIREPt-ACF_ HDER Far 3 6E0 * r 86,5* R 3585 L gEARIIJ6, &4 M = 15 , 93r' V = 9,55k (LSE 6I4 x I1 % DG51<,n( 945E-0 am 11 , 25" pE&rL M < IS,gcok V _ `f.880 ELSE 5% X IZ 21 r -Vy M - 29yo '� , V = IGSO# usE L(xlo T1= 5,3I` V= 3, 5t-'k ft, - 1768 Ps r Jv" a ?9 P5 o. ok To IZ rF Tc, II4 /y •• cb I' 13 P5 7 3 ps 0.3 t 6 µell DC s4-2 GCE L7560 ° ?o P5 52 Psr 0.1" ok 01" o dc ot- 0(t = 811 pst Tv = 10 FS I Ok Q. • tL " L/0oo co-- PETER A. OPSAHL STRUCTURAL ENGINEERING INC DESIGN SHEET PROJECT 1-1IAhfD1OF?E_ - GAMPBEt DATE LOCATION TKIILJI LA CLIENT MATT (,MASSE BY TI7LA fl oo1 . Si rs icy 6.4421ooG ht. LA_ it (II Pr - 7So I'(z R: II %' R =logo# 4E AWL - so 151 14 R= 622/ W e IGovtp p-A ®�,Zo.3 R AG'(. ¶ 3' 7 750t" SCE DcrAc 710 V 4 /Pr = loo P=1 2 °K Vt. = Nl= 1. sc.k \/ I.oyk rl 3.S V= I, k V = I.IZ" L A = 0.31 "- L/ �{KIZ 14 2_ frt.= 2.2- r I. IZ" �L SPAN) 51Z Ps I ok �y = 6 95i ok 0. 204" cr` 76 ;y = ;v A P,i. bk. Co 3 7 Ps 2S P5 I 3Gw Ps I ok t. 28Pc ou • O. O Z" Q L '(< 9 cb G 4 ' 1 Ps v� 3v Psi o O.tS ok e Z5 V(910 till WoodWorks® SOFTWARE FOR WOOD DESIGN COMPANY Apr. 24, 2008 08:51 PROJECT Beam1 Design Check Calculation Sheet Seer 200411 LOADS ( lbs. Psf. o Pif) : Load Type Distribution Magnitude Start End Location [ft] Start End Pat - tern 750 50 Dead Dead Point Full Area 750 50.00 (16.0)* 10.00 No No *Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (In) : 1 l a 4• Dead Live Total Bearing. LC number Length 709 709 1030 1030 1 1.00 1 1.10 Lumber-soft, B=Fir -L, No.2, 2x12" Spaced at 16" c/c; Self Weight of 4.01 Of automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor applied where permitted (refer to online help); Load combinations: ICC -IBC; This sectionthe design check \ WARNING: This section violates the following design criteria: Bending ( ( £ _ - ZY ( Z o (z I ) Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2001: Criterion Analysis Value Design Value Analysis /Design C = 43 � `v I' 7b = (0 7 S 0/` .. , 4 r O •t Shear Bending( +) Live Defl'n Total Defl'n fv - 86 fb - 1349 negligible 0.41 - L/406 Fv' = 162 Fb' - 931 0.70 - L/240 fv /Fv' - 0.53 fb /Fb' - 1.45 0.59 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCi Fb'+ 900 0.90 1.00 1.00 1.000 1.000 1.00 1.15 1.00 1.00 - 1 Fv' 180 0.90 1.00 1.00 - - - - 1.00 1.00 1.00 1 Fcp' 625 - 1.00 1.00 - - - - 1.Q0 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 1 Bending( +): LC6 1 - D only, M - 3556 lbs -ft Shear : LC6 1 - D only, V - 1030, V design - 964 lbs Deflection: LC6 1 - D only El- 285e06 lb -in2 Total Deflection - 1.00(Dead Load Deflection) + Live Load Deflection. (D -dead L -live S -snow W-wind L- impact C- construction CLd- concentrated) (A21 LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 'Ili WoodWorks® SOFTWARE FOR WOOD OlSIGA COMPANY Apr. 24, 2006 08:48 PROJECT Beam? Design Check Calculation Sheet Sizer 2004a LOADS Inn. psf, or nu ► ' Load Type Distribution Magnitude Start End Location (ft) Start End Pat - tern 750 50 Dead Dead Point Full Area 3680 50.00 (16.0)* 1.50 No No *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 1 a r -6" Dead Live Total Bearing. LC number Length 3637 3637 917 917 1 1.66 1 1.00 Lumber -soft, D.Fir -L, No.2, 4x12" Spaced at 1W dc; Self Weight of 9.35 plf automatically included in loads; Lateral support: top" full, bottom= at supports; Repetitive factor applied where permitted (refer to online help); Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection ( n) using Nos 2001 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv • 136 fb ■ 873 negligible 0.16 - L /857 Fv' • 162 Fb' • 1025 0.58 - L/240 fv /Fv' • 0.84 fb /Fb' - 0.85 0.28 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC4 Fb'+ 900 0.90 1.00 1.00 1.000 1.100 1.00 1.15 1.00 1.00 - 1 Fv' 180 0.90 1.00 1.00 - - - - 1.00 1.00 1.00 1 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 1 Bending( +): LC4 1 - D only, M - 5369 lbs -ft Shear : LC4 1 - D only, V ■ 3637, V design - 3566 lbs Deflection: LC4 1 - D only EI- 664e06 lb -in2 Total Deflection ■ 1.00(Dead Load Deflection) + Live Load Deflection. (D -dead L•live S •snow W•wind I•impact C•construction CLd =concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. SUMMARY OF ESTIMATES TOTALS 1. GENERAL ITEMS S, G 9 3 , o1- 2. EROSION PREVENTION /SEDIMENT CONTROL (TESL) 3. ROAD AND PARKING IMPROVEMENTS 34,, 06$4 1 4. DRAINAGE SYSTEM I t 4 6 . Q 5. WATER SYSTEM ', 393. lot 6. SEWER SYSTEM - .5; 33 I . 2a GRAND TOTAL 5y, y 7-g , fl 150% Bond Quantity = (1.5)(GRAND TOTAL)1 4 A 1 9-15 , /5 The quantities above were calculated by: T - &1614c4 Printed Name: Signature: j e Q1,. --- PE License Nu ber• Bl, Firm Name and Address: -7-4_ p Acid` Lr✓c. /0E1 ..fit ra St'` S"TYL err ti-r 01 KtaiLL-R-rJ\ t.9 900 - S'3 1 Date: ,�, 0 6 Telephone Number: yas - 8$9- G yo 5 Fax Number: yys- 88 9- 6 E -mail : er;k5 -{-1 p pa-ctALi . G0,^... Approved Nov. 2002 CITY OF TUKWILA Public Works Department 206 - 433 -0179 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 1 Dodo- Z$3 GENERAL ITEMS Unit Quantity Unit Price Subtotals temove Brush by hand Acre $1,320.00 I )rub/Tree Removal Acre ( $6,820.00 I ' ?-3. . 1 on Excavation CY i g . $1.30 6 3 .60 Excavation CY $3.30 kment - Backlit' and compact with select I CY $4.00 - Backfill and compact with select material CY $6.30 - Fill and compact CY $12.30 lase - Fill and compact CY $17.20 - Imported CY $17.60 - Fine with a grader SY $0.80 - Fine by hand SY $1.45 ,tedar, 6' high LF $27.50 /inyl coated chain link, 6' high LF $11.00 Me - Vinyl coated chain link, 20' wide EACH $990.00 Vildiffe passable (NGPE & SAT) LF /Go $5.50 c2 ra 6 , w ionuments EACH $110.00 _ot lines DAY / $693.00 (093. in .ine and grade DAY 2 $561.00 , I ) 1 Z , °' rushed cinder SY $7.15 rushed surfacing top course SY $6.60 ion, 3' thick, no earthwork SY $106.70 lining, with earthwork SY (p $23.10 4, 00 • L I General Subtotal 5,23a. 4 0 Sales Tax @ 8.8% L /&o . GENERAL ITEMS TOTAL 5 b 9 3 . a7 ved Nov. 2002 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 2 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Approved Nov. 2002 3 TESC Unit Quantity Unit Price Subtotals Fence - Silt (installation and removal) LF / to 0 $1.40 a y Fence - Temporary, drip line & NGPE/SAT) LF $1.10 Hydroseeding ACRE $1,980.00 Hydroseeding, fertilizing, mulching ACRE $2,750.00 Seeding - By hand SY $0.40 Mulch - Straw. 3" by hand SY 5 0 $0.55 a 7. SD Mulch - Straw, 2" by machine ACRE $2,200.00 $0.00 Fabric - Geotextile SY $1.65 Catch Basin Protection - Insert EACH $33.00 Ca, , 00 Catch Basin Protection - Geotextile a& rock EACH $22.00 Outfall - Silt trap or pond overflow EACH $660.00 Interceptor dike /swale LF $1.00 Hay bale silt trap EACH $55.00 Brush Barrier LF $0.30 construction entrance - 15' by 50' EACH $1,155.00 } Stabilized (Stabilized construction entrance - 15' by 100' EACH $1,980.00 •Pipe slope drains LF $2.20 Level spreader LF $1.65 Silt Trap EACH $550.00 Silt Pond EACH $1,650.00 TESC Subtotal al 1- • 6 Sales Tax @ 8.8% 027.. `j y TESC TOTAL 3`1.5 `/ y DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Approved Nov. 2002 3 ROAD & PARKING IMPROVEMENTS Unit Quantity Unit Price Subtotals AC Grinding - 4' machine SY / S $7.70 115 1 -2,20. 00 AC Removal /Disposal /Repair SY i < $88.00 Curb - Extruded asphalt LF $2.20 Curb - Extruded concrete LF r a. $2.20 Ill. '1 0 Curb & Gutter - Vertical LF $7.70 Curb & Gutter - Demolish /Dispose LF $11.33 Sidewalk - Concrete - Demolish /Dispose SY $24.75 Sawcut - Asphalt, 3" deep LF 3 $1.43 62 -1 Sawcut - Concrete, per 1" depth over 3" LF $1.21 Sealant - Asphalt LF 3I- $0.77 a A . 5"0 Shoulder - CSTC TONS $16.50 Sidewalk - Concrete, 4" thick with 4" CSTC SY $22.00 Sidewalk - Concrete, 5" thick with 4" CSTC SY $26.40 Striping - 4" reflectorized LF $0.28 Striping - per parking stall EA $3.00 Thickened asphalt edge LF $5.17 Pavement Markings - Channelization arrows EACH $82.50 Signs - Traffic channelization EACH $55.00 Overlay - Asphalt concrete - (2.05 tons /CY) TONS $44.00 Pavement - Asphalt concrete, <300 tons (2.05 tons /CY) TONS $41.80 Pavement - Asphalt concrete, >300 tons SY o2 9-i $35.20 e t ) & 80 Asphalt treated base (ATB) - (2.05 tons /CY) TONS $38.50 CSTC - (1.85 tons /CY) TONS $16.50 CSBC - (1.85 tons /CY) TONS $16.50 Gravel base (1.85 tons /CY) TONS $9.90 Geotextile fabric - Structural $1.65 Guard rail LF $22.00 $0.00 Pavement markings - Raised, Type 1 EACH $3.30 Arrows - Thermoplastic EACH $82.50 Lane marking - Thermoplastic LF $3.30 Sign - Stop 30 "x30 ", VIP grad EACH $82.50 Sign - Street name, 9" X length, 6" letters EACH $44.00 Signs - Miscellaneous traffic EACH $38.50 Median - Non- traversible, C curbing EACH $5.50 Barricade - Type III LF $33.00 Traffic signal - Fully actuated (includes design) EACH $220,000.00 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Approved Nov. 2002 4 S reet light - City -owned EACH $5,500.00 a 1 I $ 9O 1 ("" lass A- ifc..A.. k 5 / o ag5' Road & Parking Subtotal _ S% L5 .10 Sales Tax @ 8.8% €9 ) 9/ 7. A 1 ROAD & PARKING TOTAL Sly) OtoR. 61 CSTC - Crushed surfacing top course CSBC - Crushed surfacing base course DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Approved Nov. 2002 5 DRAINAGE SYSTEM Unit Quanti 1 Unit Price Subtotals InleUYard Drain Each $385.00 Catch Basin -Type I Each 1 $935.00 6 13&'. 6 ° Catch Basin -Type 2, 48" Each $1,430.00 Add for depth over 4' per foot Feet $352.00 Catch Basin - Type 2, 54" Each $1,595.00 Add for depth over 4' per foot Feet $407.00 Catch Basin - Type 2, 60" Each $1,760.00 Add for depth over 4' per foot Feet $341.00 Catch Basin - Type 2, 72" Each $2,420.00 Add for depth over 4' per foot Feet $572.00 Cleanout, PVC, 4" dia. Each $94.60 Cleanout, PVC, 6" dia. .. Each 9 $126.50 506 Cleanout, PVC, 8" dia. Each $156.20 Drain PVC, 4" LF $4.95 pipe, Drain PVC, 6" LF 00 $7.15 x `/30 .co pipe, Drain PVC, 8" LF .4: $8.80 pipe, Storm Concrete, 8" LF $16.50 pipe, Storm Concrete, 12" LF $19.80 pipe, Storm PVC, 8" LF $8.80 pipe, Storm PVC, 12" LF $16.50 pipe, Storm PVC, 15" LF . $20.90 pipe, Storm PVC, 18 ". LF $25.30 pipe, Storm PVC, 24" LF $33.00 pipe; Storm CMP, 8" LF $11.00 pipe; Storm CMP, 12" LF $16.50 pipe, Storm CMP, 15" LF $20.90 pipe, Storm CMP, 18" LF $24.20 pipe, Storm CMP, 24" LF $33.00 pipe, Storm CMP, 30" LF $42.90 pipe, Storm CMP, 36" LF $71.50 pipe, Storm CMP, 42" LF $88.00 pipe, Storm CMP, 48" LF $93.50 pipe, Storm CMP, 60" LF $137.50 pipe, Storm RCP, 15" LF $25.30 pipe, Storm RCP, 18" IF $30.80 pipe, Storm RCP, 24" LF $44.00 pipe, Storm RCP, 30" LF $71.50 pipe, Storm RCP, 36" LF $93.50 pipe, Storm RCP, 42" LF $115.50 pipe, Storm RCP, 48" LF $126.50 pipe, Storm RCP, 60" LF $181.50 pipe, Pond Overflow Spillway SY $8.80 Restrictor - OWS, 12" Each $880.00 Restrictor - OWS, 15" Each $990.00 Restrictor - OWS, 18" Each $1,155.00 Approved Nov. 2002 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY Restrictor - OW S, 24" Each $1,430.00 Trash rack, 15" Each $203.50 Trash rack, 18" Each $231.00 Trash rack, 21" Each $ 264 . 00 Trash rack, 24" Each $330.00 Riprap, Light, Loose Tons $66.00 Quarry Spalls, 4" to 8" Tons $49.50 'Trench - Infiltration, per 100 feet Feet / .90 / /fin.`o I I`i 00 Perforated stub -out system Each Trench - Flow dispersal, per 100 feet Feet Sign - Stormwater Facility Each $330.00 I ' Drainage System Subtotal S y oZ 7./, 00 State Sales Tax 8.8% 3 ?S. 035 DRAINAGE SYSTEM TOTAL i (o`/t, • A.-; Approved Nov. 2002 7 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 8 'WATER SYSTEM Unit Quantity Unit Price Subtotals Water Main - Ductile iron, CL 52, 6" LF Water Main - Ductile iron, CL 52, 8" LF Water Main - Ductile iron, CL 52, 10" LE Water Main - Ductile iron, CL 52, 12" LF Gate Valve, 6" EACH Gate Valve, 8" EACH Gate Valve, 10" EACH Gate Valve, 12" EACH Fire Hydrant Assembly, With guard posts EACH $1,200.00 Fire Hydrant Assembly, Without guard EACH $950.00 posts Air -Vac, 8" EACH Air -Vac, 10" , EACH Air -Vac, 12" EACH EACH PRVA, 8" EACH PRVA, 10" PRVA, 12" EACH Backflow — Irrigation Backflow — Fire Line Backflow — Water supply 344 ,, La_90efer ,, .c-far— EAC-k 2 Goo." '4a to TFt oNA 0104 ..;L siv `'O ( Oct f A,o Water System Subtotal a aao. 00 SalesTax @8.8% / 9 3. 60 WATER SYSTEM TOTAL ° 39 3. Go DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 8 9 DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY SEWER SYSTEM Unit Quantity Unit Price Subtotals SSS, PVC 4" LF $5.50 SSS, PVC 6" LF $8.25 SSS, PVC 8" LF $11.00 Sewer pipe, PVC, 8" LF 160 $27.50 • y, yDD Sewer pipe, PVC, 12" LF $33.00 Sewer pipe, PVC, " LF $0.00 Manhole, 48" EACH $1,430.00 Additional depth over 4' per foot FEET $352.00 Manhole, 54" EACH $1,595.00 Additional depth over 4' per foot FEET $407.00 Manhole, 60" EACH $1,760.00 Additional depth over 4' per foot FEET $451.00 Manhole, 72" EACH $2,530.00 Additional depth over 4' per foot FEET $572.00 Grease Interceptor ( $" cm-4 J,��. °° 1/ 5 5Ate Sewer System Subtotal V00, TS/. aD Sales Tax @ 8.8% SEWER SYSTEM TOTAL 17 5 331 • PO 9 DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY Private Road Description: Drainage and Private Access Road Maintenance Covenant This covenant is executed to provide for the repair and maintenance of the private access mad and drainage system within the property described below for the continued use and benefit by the owners thereof, as described below. In addition the subject private access road will remain open at all times for emergency vehicles. This covenant shall run with the land for as long as the private road and drainage system is used to serve the lots described below. Owners: The owners, Aaron Hundtofte and Brie Campbell, Lots A, B & C of the City of Tukwila Boundary Line Adjustment # L06 -035, for the private access road and drainage system within said City of Tukwila Boundary Line Adjustment. AN INGRESS, EGRESS AND UTII ITY EASEMENT, FOR LOTS A,B $ C DESCRIBED AS FOLLOWS. COMMENCING AT THE NORTH EAST CORNER OF LOT 5, BLOCK 9. RIVERTON, A REPLAT OF PART OF RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 13 OF PLATS, PAGE 36. IN KING COUNTY. WASHINGTON. THENCE N 89.18'57' W, A DISTANCE CF 92.00 FEET, TO THE TRUE POINT OF BEGINNING, THENCE S 00.41'03" W. A DISTANCE OF 99.94 FEET. TO A BEGINNING OF A CURVE, CONCAVE TO THE NORTH EAST HAVING A RADIUS OF 51,00 FEET; THENCE SOUTHERLY 23.79 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 26.43'46 ", TO A BEGINNING OF A REVERSE CURVE CONCAVE TO THE SOUTH WEST HAVING A RADIUS OF 51.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE 23.79 FEET THOUGHT A CENTRAL ANGLE OF 26.43'46 TO A BEGINNING OF A REVERSE CURVE CONCAVE TO THE NORTH EAST HAVING A RADIUS OF 3.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE 4.71 THOUGH A CENTRAL ANGLE OF 90.00'00 ",TO A POINT THAT IS TANGENT WITH SAID CURVE. THENCE S 89.18'57" E, A DISTANCE OF 19.00 FEET, THENCE S 00.41'03` W. A DISTANCE OF 54.00 FEET. THENCE N 89.18'57" W, A DISTANCE OF 42.00 FEET. THENCE N 00.41'O3" E. A DISTANCE OF 54.00 FEET, THENCE S 89.18'57" E. A DISTANCE OF 2.00 FEEL TO A BEGINNING OF A CURVE CONCAVE TO THE NORTH WEST HAVING A RADIUS OF 3.00 FEET; THENCE NORTHERLY ALONG SAID CURVE 4.71 FEET, THOUGH A CENTRAL ANGLE OF 90.00'00", TO A BEGINNING OF A COMPOUND CURVE CONCAVE TO THE SOUTH WEST HAVING A RADIUS OF 51.00 FEET; THENCE NORTHERLY ALONG SAID CURVE 16.79 FEET THOUGH A CENTRAL ANGLE OF 26.43'46 ", TO A BEGINNING OF A REVERSE CURVE CONCAVE TO THE NORTH WEST HAVING A RADIUS OF 51.00 FEET; THENCE NORTHERLY ALONG SAID CURVE 30.79 FEET THOUGH A CENTRAL ANGLE OF 26.43'46 ", TO A POINT THAT IS TANGENT TO SAID CURVE, THENCE N 00.41'03" E A DISTANCE OF 99.94 FEET TO A PONT THAT IS ON THE SOUTH MARGIN LINE OF SOUTH 126TH STREET. THENCE S 89.18'57" E, A DISTANCE OF 15.00 FEET. TO THE TRUE POINT OF BEGINNING. Do 4 2413 The private drainage system shall be maintained in an operable and efficient condition consistent with the 1998 King County surface water design manual or its successor document. The private access road shall be maintained as an operable asphalt surfaced road. Where any question exists as to the standards to be applied, the owners may obtain a recommendation from the City of Tukwila or its successor agency and/or a licensed engineer. A minimum 60% majority of the owners may initiate an improvement or repair action. All owners shall share all associated costs on an equal basis, with no fees allowed for administration by one or more of the owners. All funds shall be due at the time that the work is billed by the respective contractor or professional. Independent payment schedules may be used if agreed upon by the majority of owners. In the event that funds are not paid when due, the aggrieved owner(s) may initiate an action to collect the funds and shall be entitled to costs and a reasonable attorney's fee upon recovery. This covenant shall be binding upon all owners, their heirs, successors or assigns. In the event that the property changes hands, the new owner shall be responsible for all past due charges outstanding against the lot at the time of transfer. caner: . cAl-r i?€ Date d ner : Date A . tHNnt D b Fib' County of King On this ( ' day of ` } u (*-4 , 2006 before me, the undersigned a Notary Public in and for the Sta a of Washington, dulas ppm*pi fined and sworn, personally appeared 13y- Aoren 1<tJ ryd f9L to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as a free and voluntary act and deed, for th purposes therein mentioned. Witness my hand and official seal hereto affixed the day and year first above written. `` NU l l l i i,, f My Comm. Expires N tary Public in and for a State of February 2, 2009 N : No. 07024 . Z = W ashington residing at $Pa 9T •. ?UBUc `���: COMMISSION EXPIRES r3 0 December 19, 2006 Brie Campbell & Aaron Hundtofte 3727 S 126 St Tukwila WA 98168 RE: Request for Permit Application Extension Development Permit Application No. D06 -243 Mechanical Permit Application No. M06 -136 Plumbing/Gas Piping Permit Application No. PG06 -073 Greenlite House 2 — 3723 S 126 St Dear Brie & Aaron: This letter is in response to your written request for an extension to Permit Application Nos. D06 -243, M06 -136, and PG06 -073. The Building Official has reviewed your letters and considered your request to extend the above referenced permit applications. The City of Tukwila Building Division will be extending the expiration date of your permit applications for an , additional 90 days (through March 19, 2007). If you should have any questions, please contact our office at (206) 431 -3670. Sincere y, arshall rmitt'echnician City of Tukwila File: Permit No. D06 -243, M06 -136, PG06 -073 P:Uennifeaxtension Ixtters\Pennit Applications\D06 -243+ Application Extension.doc jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 -431 -3665 AARON HUNDTOFTE ft BRIE CAMPBELL 3727 South 126th Street Tukwila, WA 98168 206 -850 -5535 green- lite ®comcast. net December 13, 2006 City of Tukwila Building Official 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 Re: Permit Application No. D06 -243 3721 S 126 ST TUKW Dear Building Official, Our permit application will expire on December 18, 2006. We wish to pursue our project and are writing to ask that we be granted an extension of 90 days. It took a couple weeks longer than anticipated to complete the last set of corrections. However, we submitted all of our corrections to your office on December 8 2006. We are looking forward to beginning this project just as soon as permits are issued. Thank you for your time and assistance in this matter. All of your help is appreciated. If you have any questions or comments please do not hesitate to contact us at 206 -850 -5535. Very truly yours, a Brie Campbell & Aaron Hundtofte CITVnF1�jLA DEc 13 2006 PERMITCENTER 6$ i21��1 6,k 0751 Vl Irl- November 27, 2006 Aaron Hundtofte 3727 S 126 St Tukwila, WA 98168 RE: CORRECTION LETTER #2 Development Permit Application Number D06 -243 Greenlite Rouse 2 — 3723 S 126 St Dear Mr. Hundtofte: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerel Jenni e�ttnt encl File No. DO6 -243 City of Tukwila Department of Community Development Steve Lancaster, Director ars ` ,4 hnician P:VenniferlCorrection Lenersl200611306 -243 Correction Ltr M2.DOC jan Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Building Division Review Memo Date: October 25, 2006 Project Name: Greenlite House 2 Permit #: D06 -243 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped not copied.) 1 Sheet A5.0 detail 5 Framed Corner connections do not meet current code. Provide a revised detail where exterior comer framing is consistent with current code or provide engineering to qualify corner connection details. (IRC602.10.5, Figure IRC602.10.5 and IBC 2308.9.2) 2 Sheet A5.0 detail 6 Typical Eve detail indicates installing Cor -A -Vent at the perimeter roof blocking which is inconsistent with engineering detail on Sheet A5.1 detail #2. The Cor-A -Vent manufacture specifications refer to the out dated UBC code for walVroof diaphragm connection. Provide a detail that meets current code for roof diaphragm connections or provide an engineered detail to qualify the Cor -A -Vent installation will meet code for perimeter nailing. (IRC TABLE R602.3(1) & TABLE R602.3(1) item i), IBC 2308.10.8.1) 3 Sheet A5.0 detail 3 Typical Ridge Vent detail shows the ridge beam not extending down to the cut end of the rafters. Code requires that "rafters shall be framed to ridge board ... Ridge board shall be at least 1 -inch (25 mm) nominal thickness and not less in depth than the cut end of the rafter." Revise detail to meet code. (IRC R802.3 & IBC 2308.10.4) 4 The sloped ceiling shows R-38 insulation. Current Washington State Energy Code only requires R-30 for sloped ceilings. This is for information purposes only, no change required as long as the air space above the insulation has a minimum of 1 inch clearance. (2004 WSEC Table 6-1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 11 -01 -2006 AARON HUNDTOFTE 3727 S 126 ST TUKWILA WA 98168 RE: Permit Application No. D06 -243 3723 S 126 ST TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/21/2006, has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 12/18/2006. If you choose to pursue your project, a written iequest for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 12/18/2006. It' it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event you do not receive your written iequest for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Actf-JA arshall chnician xc: Permit File No. 1)06-243 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 September 7, 2006 Aaron Hundtofte 3727 S 126 St Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -243 Greenlite House 2 — 3723 S 126 St Dear Mr. Hundtofte: This letter is to inform you of corrections that must be addressed before your development permits) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Public Works Department: L. Jill Mosqueda, at 206 431 -2449, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. I have also enclosed a Non - Residential Sewer Use Certification that must be completed prior to issuance of the permit. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerel end File No. D06 -243 City of Tukwila Steven At Mullet, Mayor Department of Community Development Steve Lancaster, Director gtA5tait arshal chnician P:VennifeTConection Letten\20061306 -343 Correction Ltr #1.DOC jem 6300 South center Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206-431-3665 Building Division Review Memo Date: July 3, 2006 Project Name: Greenlite House 2 Permit #: D06 -243 Plan Review: Alen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied. 1 The sheet sent in response to the previous incomplete letter indicates a new clouded notation "Refer to C5, for Donn. to trench ". Sheet C5 is not part of the plan set. Provide the sheet C5. Should there be questions conceming the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. CITY OF TUKWILA PUBLIC WORKS PROJECT REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards Permit #: D06 -243 SFR Greenlite House 2 Project Name: Greenlite House 2 3723 S 126 St Review #: 1 Date: 07.10.06 Reviewer: L. Jill Mosqueda, P.E. The City Of Tukwila Public Works Department (PW) has the following comments regarding the above permit application. Please contact me at 206.431.2449, if you have any questions. 1. The work under this permit shall include all work necessary for all of the utilities. This work includes installation and connection of utilities from the right -of -way to the houses. Provide site plans, scaled using an engineer scale, that show connections and locations of all utilities, including water supply, water meter, sanitary side sewer, gas, power, and storm drainage (particularly the roof downspout systems). 2. The plans shall show all work in the right -of -way, including pavement cuts and pavement restoration methods. Please refer to Public Works Permits and Development at www.ci.tukwila.wa.us for more information. The plans shall meet the 3. The sewer and water connection locations shall be approved be ValVue and WD125 and the Applicant shall provide that approval with the response to this comment letter. June 23, 2006 Aaron Hundtofte 3727 S 126 St Tukwila WA 98168 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -243 Greenlite House 2 — 37xx S 126 St Dear Mr. Hundtofte: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on June 21, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Buildinp Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. Sincerely, 1. Show a footing drain discharge system with details on the site plan. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: Permit D06 -243 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director P: lenniferMncomplete Letters\2006\D06 -243 Incomplete Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 ACTIVITY NUMBER: D06 -243 DATE: 12 -08 -06 PROJECT NAME: GREEN LITE HOUSE 2 SITE ADDRESS: 3723 S 126 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After PermitMssued DEPART ENTS: Bung Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation- REVIEWER'S INITIALS: Document ✓routing slip.doc 2 -284] PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ DATE: DATE: Planning Division Permit Coordinator No further Review Required • DUE DATE: 12-12-06 Not Applicable ❑ • DUE DATE: 01-09-07 Not Approved (attach comments) n • Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • DE % %RT Ir 1 D6t 1 ng l vision ) 1 O L ��1 Public Work %./PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -243 DATE: 10 -19 -06 PROJECT NAME: GREENLITE HOUSE 2 SITE ADDRESS: 3723 S 126 ST Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 Incomplete ❑ TUES/THURS ROU INC: Please Route Structural Review Required REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 10-24-06 Not Applicable ❑ No further Review Required DATE: Approved with Conditions ❑ Not Approved (attach comments) DATE: DUE DATE: 11-21-06 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ►S.. Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -243 PROJECT NAME: GREENLITE HOUSE 2 SITE ADDRESS: 3723 S 126 ST Original Plan Submittal X Response to Correction Letter # DATE: 06 -27 -06 Response to Incomplete Letter # 1 Revision # After Permit Issued DEP NTS 4 3�6 uildn on Public Works 8P,14n -IA's r✓PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: LETTER OF COMPLETENESS MAILED: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTJ Please Route REVIEWER'S INITIALS: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 01/01 — I J {)( Departments issued corrections: Bldg Documentshouting slip.doc 2 -28-02 Incomplete ❑ DUE DATE: 06-29-06 Not Applicable ❑ No further Review Required DATE: DATE: � n e�� Piffl Division Permit Coordinator ❑ n DUE DATE: 07-27-06 Not Approved (attach comments) IV Fire ❑ Ping ❑ PW pp, Staff Initials: ACTIVITY NUMBER: D06 -243 DATE: 06 -21 -06 PROJECT NAME: GREENLITE HOUSE 2 SITE ADDRESS: 37XX S 126 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: r u- t Build) g II∎fision l g P Public Works .•+ PERMIT DDDB.D_COPY� PLAN REVIEW /ROUTING SLIP Ibl 511 Awc 814 Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: TUES/THURS ROUTING: Please Route Approved ❑ Notation: Documents/routing slip.doc 2 -28-02 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Incomplete DUE DATE: 06-22-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: V k(hf LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bld' Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required DATE: DUE DATE: 07 -20-06 Approved with Conditions Not Approved (attach comments) U DATE: Planning Division Permit Coordinator X Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: . • — City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D06-243 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Greenlite House 2 Project Address: 3723 S 126 St Contact Person: 1i tgata t t. Phone Number: 2cso 85 s,S1 V Summary of Revision: COCC€C10 ia&j. W fl Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on l \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206431 -3665 Web site: hop://www.ctrukwi/a.wa. us Steven M. Mullet, Mayor Steve Lancaster, Director CITY REC E DEC 0 8 2008 PERMIT CENTER December 6, 2006 Allen Johannessen, Plan Examiner Tukwila Building Division Re: Permit #D06 -y4K 2it MATTHEW ISHAC WASSE This letter is in response to your correction notice dated October 25, 2006. Feel free to contact me with further questions or concerns at 206.661.3988 or mattwasse @hotmail.com. Regards, Matt Wasse 1. These details are primarily intended to convey proper insulating practices for advanced framing. The details are from an Energy Star construction manual for energy efficient buildings and take advantage of the exception to IBC 2308.9.2, which allows a two -stud corner with other devices used to attach facing materials. 2. The detail has been updated. Vented blocking will be used instead of Cor -A Vent. 3. These details are intended to convey venting installation only. A note has been added. 4. Noted. The project will use a high density insulation, 10" in depth. 5308 BALLARD AVE NW SUITE 1 SEATTLE WA 98107 City of Tukwila \appltcationslforms-applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cttukwila.wa.us Steven M. Mullet, Mayor Date: [ d( t / 2c0c Plan Checlt/Permit Number: D06 -243 Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner CITY OC 1 9 2006 PERMIT CENTER Project Name: Greenlite House 2 Project Address: 3723 S 126 St Contact Person: AtteOla t h -409 i 0 1 C A t Phone Number: 2O6 e r o ¶r 33 Summary of Revision: 3ttvw I t n i Y 4 W F A A ° 1 d CROP Qc.t)ot) c a C aA'i J tOS tN QtH -cl' -t nt r ib ftatnQ . f1E - i'J 3 tJ- 3fo&zj ca (Ft 3101241 PM NAGE . FMP eVrFI 34 Utkux.c& 4- 03t lam. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on I DI t.I, O' Date: dr /t (e foci City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 4100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: http: //ivww.ci.tuhwila.wa.us Plan Check/Permit Number: D06 -243 Steven Al. Mullet, Mayor Steve Lancaster, Director I REVISION SUBMITTAL I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ® Response to Incomplete Letter # 1 MEWED El Response to Correction Letter # CITY OF TUIfWIIA El Revision # after Permit is Issued JUN 2 7 2006 ❑ Revision requested by a City Building Inspector or Plans Examiner r CriotiT CENTER Project Name: Project Address: Greenlite House 2 37xx S 126 St Contact Person: Aaron Hundtofte Phone Number: acCe) 8R) • Ss Summary of Revision: ZEF6tt TO 5 tot A C . b • - fl-FE EYTE O F en-F !JEW fovMOA % oN O2AINS E{A'S 13 EE J A 012E . t FF_2 - to - t•i-$t Assoc-' r4 MLA A PPC.Ic.P►i-t o N S 14 r C C Fog O E 1$11..5 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on &(0 [Qi--(cc 0 }Aka ciE Part A: (To Be Completed by Applicant) Purpose of Cerlficate: O Budding Permit id Preliminary Plat ❑ Short Subdivision ❑ Rezone or PUD ❑ other Proposed Use: esidental Multi- Fanuly ❑ Commercial ❑ Other a Residential Single Family ❑ Reside Applicants Name: A 4 re. s . jiv n 114 f e Phone: aoK - 299, cite Property Address or Approximate Location: Tax Lot Number. 37 if , RP'' rt. ' 73`3560 o6t legal Description(Attach Map and L Description LL, if k� .F ..� .� t.+ 1 Bloc `I ( & t°n Ry 1 9 Part B: (To Be Completed by Sewer Agency) 1. ❑ a. Sewer Service will be provided by side sewer feet from the site and the sewer connection only ban casting size sewer system has the capacity to serve the proposed use. to the sewer system at or lateral to reach the site; and/or on the site; and/or cn of 4 Se ws -r sivl✓ o S, l.2e"S1-- OR 0 b. Sewer service will require an improvement ❑ (1) feet of sewer trunk ❑ (2) the construction of a collection system ® (3) other (descnbe): Construe. 2. (Must be completed if 1.b above is checked) ® a The sewer system improvement is in conformance with a County approved sewer comprehensive Plan. OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment 3. iii a The proposed project is within the corporate knits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, RECEIVED OR ❑ b. Annexation or BRB approval will be necessary to provide service. CITY 4. Services subject to the a District Connection Charges due prior b GFC: S SFC: S O PERMIT: $ connection: JUN „?. 1. 7.0P$ UNIT: S TOTAL S PERMITCENTEI (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently. $4136.93/residential equivalen will be billed directly by King County after connection to the sewer system. (Subject to change by Kmg Co/Metro without notice_) b. Easements: ❑ Required ❑ May be Required tat rZ4Qa r. Clehar 4b A w?TER oNMENT ":. h a `:SEXIER DISTRICT 14816 ML_,yRoad South P.O. Box E1550 Tukwila, WA 88168 Phone: (206) 242 -3236 Fat (206) 242-1527 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY )g[ Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability ATTACHMENT TO VAL VUE SEWER DISTRICT Chin 1HCATE OF SEWER AVAILABILITY/NON AVAIIABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced herein ( "Property's, which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whetter by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, (Sty of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the neressaryry permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Auperty shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. Wedge chment, AX . Applicant's Signature ha received the Certificate of Sewer Availability/Non Availability and this rand the terms and conditions herein. 895398011 7n'79 01155Y6or! DOC (1/suoa) Date ❑ (2) the construction of a collection system on the site; and/or ® (3) other (describe): conslrvc"hon of 4 Sewer J'fti✓ on S . /24 2. (Must be completed if 1.b above is checked) ® a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 4 a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service Is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $4138.93/residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required ❑ May be Required c. Other. I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro e date of signature. / Title J1 u h a 1 7 e Date tCJTY OF TUXWIIA b "': ; a Community Desetoument Department '• '� L Permit Cer ter r 6300 Southpaw Blvd., Suite 100 nee Tukwila, WA 98166 Site addrelinkach map and legal descrip8on showing hydrard location and size of main): 31 XX l a(M sr S r . fir 7,r .ur- ..a te :q!�ii' Address: Phone: Name: This / t o Is toa n�pt p of ( g e Reaidensal Building Penult ❑ Preliminary Plat ❑ Commercial/Industrial Building Remit ❑ Rezone Estimated number of service connetdions and water meter Wets): Vehicular distance from nearest hydrant W the closest point of structure is Phone: uj; IA Q8 i(o? Oo m p lath Address 3 S. i :vltt ST Area is served by = utility District): Owned Sign CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district Let k•.0 &T �ermit Center/Building Division: 206-431 -3670 Public Works Department: 204133-0179 Planning Division: 206-431 -3670 PERMIT NO.: ❑ Short Subdivision ❑ Other 2 II / los Date , 1. The proposed project is within 2. [jd.tf6improvements required. 3. The improvements required to upgrade the water system to bring It into compliance with the utilities' comprehensive plan or to Inset the minimum flow requirements of the project before connection and to meet the State sass connection control requirements: (City/County) (Use separate stint t mare room is needed) 4. Based upon the 'srprov menu listed above. water can be provided and oral be available at the site with a flow of at 20 psi residual for a duration of 2 hours at • velocity of / 0 fps as documented by the attached cal OPTUKW 5. Water availability: ©" service can be provided to this project ❑ Acceptable service carnet be provided to this project unless the improvements ai Item 6-2 are met ❑ System is not capable of providing service to this project JUN ,2 PERMITCENTER polo -z43 PIA 1. The proposes Prated is within 2. Matfilmprovements required. 3. The improvements required to upgrade the water system to bring k Into compliance with the utilities' comprehensive plan or to meet the min nwm flaw requirements of the project before connection and to meet the State cross connection control requirements: Ws rapes shad 7 more mom is assdsO e- Based upon the improvements bated above. water can be provided end will be available at the site with a flow of t iff at 20 psi residual for a duration of 2 holes at a velocity of 10 fps as documented by the attached calculations. 5. Water availability: a Acceptable service Ceti be provided to gm" project ❑ Acceptable service cannot be provided to this projed unless the improvements in Item B-2 are met ❑ System is not capable of providing service to this project I hereby certify that the above i donnatam is bee and correct. CO .(R 4rtkoCr i s- r>one Zoe z(2 — FY I ksc i lQ 14.4 &4 (City/County) gpmc BY & t . 0 -cv /H �o a 5' Date kAini -ar if 1-de This certificate tifcate is not valid without Water District No. 125's attachment entitled "Attarhmmt to Certificate of Water Availability." STATE OF WASHINGTON) a s. COUNTY OF KING ) r - rCai 1 t IUjii , states as follows: jplease print] 1. , I have made application for a budding permit from the City of Tukwila, Washington. 2. I understand that 6tate taw requires that an building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington. a Copy of which is printed on the reverse side of this Affidavit I have read or am familiar with RCW 18.27.090. . 3 I understand that prior to; issuance of a budding permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4 . In order to provide verification the City Of Tukwila of my compliance with this requirement I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, i consider the work authorized under this building permit to be exempt under No. f 3 and will therefore not be performed by registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform constnlctlon work. ..... CO .•• . • $0 an • • 1.0•44;' • . V e LIC s 0% •. • ! :, • 0 CITY OF TUKWILA ) Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 v.: Ss .. t Center/Building Division: 206-431 -3670 Public Works Department: 206-433-0179 Planning Division: 206-431-3670 AFpIOAVIT IN LIEU OF CONTRACTOR REGISTRATION \applications 8.2x04 affidavit in lieu of contractor registration APPLICANT Signed and sworn to before me this el- day of NOTAR Residing at Name as commissioned: My commission expires: PERMIT NO.: 17O(Q l 19 L , . 20(. UBLIC in and fovbte State Washington, . County. lam la ha riN- S- tCt -to 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, • county, township, irrigation district, reclamation district' or other . municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. My construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning,., or ,other operation of any petroleum or gas well or any surface or. underground mine or mineral deposit when performed by an owner or lessee 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure_ 7. My construction, alteration, improvement or repair of personal property, except this ,chapter shall apply, to all tnobile, housing. A ,mobile/manufactured home may, be installed, set up, or repaired by the registered, or legal owner, by a contractor licensed under this chapter, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW;, 8. Any construction, alteration,.__ improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government 9. My person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor, 10. My work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than..$500.00, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into 'applicationsw3 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter „or otherwise. The exemption prescribed in this - subsection does not apply, to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is 8 contractor, or that he is qualified to engage in the business of contractor 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor 12. M owner who contracts for a project with a registered owner; 13. , Any person working on his own property, whether occupied by him or not and any person working on his residence, whether owned by him or not but his exemption shall not apply to any `. person otherwise covered by this chapter who constructs an improvement on his, own property with the intention and for the purpose of selling the improved property, , - 14. Owners of commercial properties who use their own employees to do '. maintenance, repair, and alteration work in or upon their own properties; • 15. A licensed architect or civil or professional engineer acting solely In his professional capacity, an electrician licensed under the laws of the state of Washington; or a plumber licensed tinder the laws of the state of Washington 'while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license .' 16. Any person who en ` i th4 adhydies herein regulated as an [42Tupti' registered contractor with wa g klilkole Compensation; . ,rte A ro i • 17. Contractors on higfifit .prt who „b'ave been o prequalified as require ehapter 14 of the Laws f 1961, RCW 47.28. a'wlth the department of transportation to perform highway construction, reconstruction, or maintenance work. x x x x x x x x x x x x x x x x x x x x