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Permit D06-395 - R House Construction - Lot 1 - New House
R HOUSE CONSTRUCTION 4135 S 130 ST D06 -395 Parcel No.: 7340600846 Address: 4135 S 130 ST TUKW Suite No: Owner: Name: R ROUSE CONSTRUCTION INC Address: 2108 N 29 ST , TACOMA WA 98403 Phone: City%en Tukwila Tenant: Name: R HOUSE CONSTRUCTION - LOT 1 Address: 4135 S 130 ST , TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Contact Person: Name: RICH ROWLEY Address: 1001 N TACOMA AV , TACOMA WA 98403 Phone: 253 377 -2079 Contractor: Name: R ROUSE CONSTRUCTION INC Address: 1001 N TACOMA AV , TACOMA WA 98403 Phone: 253 383 -7738 Contractor License No: RHOUSECI000MR DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D06 -395 Issue Date: 02/28/2007 Permit Expires On: 01/02/2008 Expiration Date: 06/23/2008 Kno-Ii4t69 DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2667 SF SFR WITH 945 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TFSC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, STREET USE, AND UNDERGROUNDING OF POWER. WATER DIST. 125 & VAL -VUE SEWER DIST. Value of Construction: $277,251.87 Fees Collected: $8,685.99 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 doc: IBC -10 /06 006-395 Printed: 08-01 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 100 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: Y Street Use: Y Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: N Permit Center Authorized Signatur I hereby certify that I have read an • ex this permit and know the same to be true and correct. All provisions of law and ordinances th, , =ther specified herein or not. governing this work will be complie The granting of construction or Signature- City &,.Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206431 -3665 Web site: http: / /www.ci.tukwila.wa.us t does not p ce of w Permit Number: D06 -395 Issue Date: 02/28/2007 Permit Expires On: 01/02/2008 Date: MIN 11 fTh" e to giv authority to violate or cancel the provisions of any other state or local laws regulating am au f ' ' ed to sign and obtain this development erxgit. Date: 1 0 Print Name: I re This permit shall become null and void if the wdrk 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. dot: IBC-10/06 DO6.385 Printed: 08-01 -2007 Parcel No.: 7340600846 Address: 4135 S 130 ST TUKW Suite No: Tenant: Name: R HOUSE CONSTRUCTION Address: 4135 S 130 ST , TUKWILA WA Owner: Name: R HOUSE CONSTRUCTION INC Address: 2108 N 29 ST , TACOMA WA 98403 Phone: 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 Contact Person: Name: RICH ROWLEY Address: 1001 N TACOMA AV , TACOMA WA 98403 Phone: 253 377 -2079 Contractor: Name: R HOUSE CONSTRUCTION INC Address: 1001 N TACOMA AV , TACOMA WA 98403 Phone: 253 383 -7738 Contractor License No: RHOUSECI000MR City of Tukwila DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF NEW 2667 SF SFR WITH 945 SF ATTACHED GARAGE. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, LAND ALTERING, STORM DRAINAGE, DRIVEWAY ACCESS, AND UNDERGROUNDING OF POWER. WATER DIST. 125 & VAL -VUE SEWER DIST. * *continued on next page** Permit Number: D06 -395 Issue Date: 02/28/2007 Permit Expires On: 08/27/2007 Expiration Date: 06/23/2008 Steven M. Mullet, Mayor Steve Lancaster, Director Value of Construction: $277,251.87 Fees Collected: $8,685.99 Type of Fire Protection: NONE International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 22 doc: IBC -10/06 1306 -395 Printed: 02 -28 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 50 c.y. Fill 100 c.y. Landscape litigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: Y Profit: N Water Main Extension: N Private: Water Meter: N Permit Center Authorized Signature: I _J Lk a 1' 1,1 1. dal l i L. Date: I hereby certify that I have read and governing this work will be compile 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 • erfo . - • • work. am authorized to sign and obtain this development permit. Signature: doc: IBC -10/06 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 Number: D06 -395 Issue Date: 02/28/2007 Permit Expires On: 08/27/2007 Public: Non - Profit: N Public: permit and know the same to be true and correct. All provisions of law and ordinances r specified herein or not. Date: 2% Steven M. Mullet, Mayor Steve Lancaster, Director Print Name: C. L ht Rd w 4( 3 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. 006 -395 Printed: 02 -28 -2007 City of Tukwila Parcel No.: 7340600846 Address: 4135 S 130 ST TUKW Suite No: Tenant: R HOUSE CONSTRUCTION - LOT 1 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D06 -395 Status: ISSUED Applied Date: 10/18/2006 Issue Date: 02/28/2007 2: 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. 3: Install water meter box and service line for Lot 2, within South 130th Street; next to water meter box for Lot 1. Provide private water easement across Lot 1 for the benifit of Lot 2. 4: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 5: 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. 6: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 7: Any material spilled onto any street shall be cleaned up immediately. 8: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 9: A bond in the amount of 150% x cost of work within the City right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 10: 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. 11: The Land Altering Permit Fee is based upon an estimated 50 cubic yards of cut and 100 cubic yards of fill. If the final al 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. 12: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V 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. 13: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Turning radii shall be a minimum of 5'. 14: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 15: All conditions of the Gully Short Plat (a.k.a.) R -House Construction, shall be met. Refer to Permit No. L06 -013 for conditions. doc: Cond -10 /06 D06-395 Printed: 08-01-2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: Rockeries shall be constructed per City of Tukwila standard detail RS-5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 17: The Geotechnical Engineer shall provide certification, that the work has been completed in accord with all geotechnical recommendations. Ref. Earth Consultants, Inc. geotechnical report, dated April 28, 2006. 18: ** *BUILDING DEPARTMENT CONDITIONS * ** 19: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 20: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 21: 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. 22: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall 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. 23: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 24: 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. 25: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 26: All wood to remain in placed concrete shall be treated wood. 27: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 28: Manufacturers installation instructions shall be available on the job site at the time of inspection. 29: 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. 30: 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. 31: 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. 32: 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. 33: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Cond -10/06 D06-395 Printed: 06-01 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: httn: / /www.ci.tukwila.wa.us be at points within the upper one -third and lower one -third of the water heatefs vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 34: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tulcwila Permit Center. 35: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431.3870). 36: 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 Tulcwila. 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. doc: Cond-10/06 * *continued on next page ** DO6.395 Printed: 08 -01 -2007 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 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 p ce of work. Signature: Print Name: doc: Cond -10/06 K«te 41 006 - 395 Printed: 08-01 -2007 Parcel No.: 7340600846 Address: Suite No: Tenant: 4135 I: ** *PUBLIC WORKS 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.cttukwila.wa.us R HOUSE CONSTRUCTION PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D06 -395 ISSUED 10/18/2006 02/28/2007 2: 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. 3: Install water meter box and service line for Lot 2, within South 130th Street; next to water meter box for Lot 1. Provide private water easement across Lot 1 for the benifit of Lot 2. 4: Work affecting traffic flows shall be closely coordinated with the City Project Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 5: The City of Tulcwila 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. 6: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 7: Any material spilled onto any street shall be cleaned up immediately. 8: A copy of the Certificate of Insurance Coverage (minimum of $2,000,000 naming the City of Tukwila as additionally insured). 9: A bond in the amount of 150% x cost of work within the City right -of -way, made out to the City of Tukwila for possible property damages caused by activities. 10: 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. 11: The Land Altering Permit Fee is based upon an estimated 60 cubic yards of cut and 100 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. 12: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1 V 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. 13: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 16 %. Turning radii shall be a minimum of 6'. 14: The driveway shall be designed and sloped so that drainage from the driveway does not flow onto the existing road surface. 15: All conditions of the Gully Short Plat (a.k.a.) R -House Construction, shall be met. Refer to Permit No. L06 -013 for conditions. doc: Cond -10/06 D06 -395 Printed: 02 -28 -2007 18: ** *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 18: Rockeries shall be constructed per City of Tukwila standard detail RS-5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 17: The Geotechnical Engineer shall provide certification, that the work has been completed in accord with all geotechnical recommendations. Ref. Earth Consultants, Inc. geotechnical report, dated April 28, 2008. 19: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 20: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (208/431- 3870). 21: 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. 22: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall 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. 23: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 24: 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. 25: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 26: All wood to remain in placed concrete shall be treated wood. 27: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 28: Manufacturers installation instructions shall be available on the job site at the time of inspection. 29: 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. 30: 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. 31: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fred 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. 32: 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. 33: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall doc: Cond -10/06 006-395 Printed: 02 -28 -2007 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 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. 34: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 35: 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). 36: 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. doc: Cond - 10/06 * *continued on next page ** D06 -395 Printed: 02 -28 -2007 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 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. a Print Name: A-14- -1 Z V t Signature: doc: Cond - 10/06 Date: ez4 2'47 006 -395 Printed: 02 -28 -2007 ACTIVITY NUMBER: D06 -395 DATE: 02 -02 -07 PROJECT NAME R HOUSE CONSTRUCTION, INC. SITE ADDRESS: 4135 S 130 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENT S: BAi �(�( o 6� ngtivision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions DATE: DATE: Af i.6-g Panning Division Permit Coordinator ❑ DUE DATE: 02-06-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DUE DATE: 03-06-07 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Site Address: Tenant Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htyx//www.ci.tukwila.wa.us 435 ,5• New Tenant: D .... Yes El ..No Property Owners Name: N PiUCrr Critrsra i (Alt. Mailing Address: /00 ( Ill• ' $eni4- ,Hqr V?V-r..0 v- A- (AM- 0 z; rceNTACT PERSON Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print ** Name: e. n L Day Telephone: Zn 3 2 :02 y *C.resuf- G/rI 9rr f p E-Mail Address: gelovrarasiTtle c 'rnsJ t 6u4 M A -.O%ax Number: 2C3 313 cJ fl 7 , Mailing Address: f oo1 W. — King Co Assessor's Tax No.: 73 T Q `d - C� 3< go '+ Number: Floor: • City State City State GE1URAL'CONTRACTOR INFORMATION —'s (,(Contractor information for r Mechankal (pg 4) for Plufnbing and Gas Piping Mg S) J Company Name: r t� �nisirpt)-e. - 7/14/ Mailing Address: pot Al ' M9 - ee-nn - *'C 7W A Gtrxf I$'elp -3 City State Zi Day Telephone: ZC3 37 7 20 7 2 Mo -fG.. . Ala Fax Number: Zn ' ''c CS Expiration Date: /5 70 7 Contact Person: & GG - � Q tn/L E -Mail Address: Contractor Registration Number: RE-toys 000M' ARCHITECT OF RECORD - Ali plans [oust be wet stamped by Architect of Record ° < Company Name: ear v rc 'tt- Mailing Address: j 2(5f ( IC M S r. Contact Person: 7?.t.1 Lt E -Mail Address: [[ GINEER OF RECORD - MI plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: C,c/deo;r 4-0 flu go , (21 SI 'C" sr s• /6 `i S-63- Q:Appliation.Wo ns-Appliatiom On UneV -1006 - Permit Appliation.doc Revised: 1.1006 bh rfreyri4— tom rgYYr city Z State Zip Day Telephone: 7,3 Z 5 q2-. Fax Number. ( (ZSer rs- ?r'9Y r State Zip 537 , City Day Telephone: Fax Number: 5'3 / t 2 8S Page 1 of 6 Valuation of Project (contractor's bid price): $ 7 /c( Existing Building Valuation: $ Scope of Wt rk (please provide detailed information): 1 G D , (WC ciArter �ie,vt, ( j -v , r r Will there be new rack storage? ❑ ..Yes Vi (If yes, a separate permit and plan submittal will be required) Provide All Building Areas is Square Footage Below:.,: I Floor.. 2° Floor 3f0 Floor tbru Basement Accessory !luxury* Attached Garage Detached Garage Attached Carport Detached Carport, Coveted Deck Uncovered:Deck = , Existing Interior Remodel Addition to Existing Structure New ire of . Conshtiction ier3BC' Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than l8 inches For an Accessory dwelling, provide the following: q p Lot Area (sq ft): 19 all - Floor area of principal dwelling: t- F�4 t 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: S Compact: Handicap: Will there be a change in use? ❑ ....Yes If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑ ..Automatic Fire Alarm None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x I1 paper indicating quantities and Material S jety 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 UpplicatiomWmms- Applications On Line\3-2006 - Permit Applicason.doc Revised: 4-2006 bb Page 2 of 6 BLIC WORKS PERMIT INFORMATION — 206433 -0179 Scope of Work (please provide detailed information): T'a---,r cC u{Vtf citrictC brevi f Water District ukwila ...Water Availability Provid Sewer District Tukwila ...Sewer Use Certificate ❑ ...Sewer Main Extension Public Private o ...Water Main Extension Public Private Q:Mppll atioaswotm..Applicatimte On Line \3 -2006 - Permit Appliationbx Revised: 42106 66 Call before you Dig: 1400- 424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. . Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Seattle wer Availability Provided ❑ .. Approved Septic Plans Provided ?Opined with Application (mark boxes which apply): g/ Civil Plans (Maximum Paper Size - 22" x 34 ") Technical Information Report (Storm Drainage) Geotechnical Report p ...Bond — 17(1.. Insurance — 9 .. Easement(s) .. Maintenance Agreement(s) (14141 (/t v)) '` ( Wilt ▪ a Proposed Activities (mark boxes that apply): ❑ ...Right -of- -way Use - Nonprofit for less than 72 hours .Right-of-way Use - No Disturbance ...Construction/Excavation/Fill - Right-of-way IV Non Right-of-way .Total Cut 5 cubic yards ❑ . Work in Flood Zone ...Total Side otal Fill may O • cubic yards QStorm Drainage S1rti�ai $ewer 5 w - ...Cap or Remove Utilities Frontage Improvements ...Traffic Control ❑ .. Abandon Septic Tank ❑ Curb Cut Ilk.. Pavement Cut ❑ .. Looped Fire Line ❑...Renton 0,,.. ,Traffic Impact Analysis Hold Harmless - (SAO) 0••• Hold Harmless - (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use - Potential Disturbance ❑ .. Grease Interceptor ❑ . Channelization `rTrench Excavation Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water N cat- tilts• 125 to ermanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑...Water Only Meter Size ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: ' Qty. Boiler /Compressor: Qty Furnace<100K BTU t Air Handling Unit >10,000 CFM Fire Damper. ! 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,00W33U N Floor Furnace Ventilation Fan Connected to Single Duct �'. Thermostat I 15 -30 HP /I,000.O TO Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 7 30 -581 '(�5t60, %Q1WJJ Appliance Vent / Hood and Duct ( Water Heater t 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator :Domestic "v Emergency Generator b Air Handling Unit <10,000 CFM Incinerator — Comm/Ind Other Mechanical Equipment MECHANICAL C tITRACTOR INFORMATION N Company Name: I swe-A, s ( ti iv- MailingAddress:GlI -t ijttLtiN`y4iV W1t1 75`1'03 Contact Person: Day Telephone: Z53 6 iTY3 E -Mail Address: Fax Number: fl 5 2 r - 7 (4 Contractor Registration Number: NIA R( 0 1* 2 -( 6 �3 Expiration Date: Valuation of Project (contractor's bid price): $ T7 tC 1 ' Scope of Work (please provide detailed information): Use: Residential: New ....Of Replacement .... ❑ Commercial: New ..:a Replacement .... ❑ Fuel Type: Electric ❑ Gas.... rEI Other: Shrte s , , Indicate type of mechanical work being installed and the quantity below: Q:1Application.WotmrApplicatioiu On Lined -2006 - Remit Application doc Revised: 4 -2006 N, City State Zip fl s; •rug -. +u No Page 4 of 6 J Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtult or combination bath/shower Z Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets 2 Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic J Floor drain Sinks i \ Dental unit, cuspidor Shower, single head trap Urinals • \ Dishwasher, domestic, with independent drain ( Lavatory 4 Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent , Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors • Repair or 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 MING CONTRACTOR INFORMATION Company Name: Mailing Address: Q■Applintions\bmu- Application On Line U- 2006 - Permit Appliation.doe Revised: 42006 en / c1( q t SP— M /Cr sfr p y1r PLUMBING AND GAS PIPING PERMIT INFORMATION - 206431 -3670 City State Zip Day Telephone: 5 elepho 3 ? ssve Contact Person: E -Mail Address: Contractor Registration Number: g PJ4 ST" r 2( L Q Expiration Date: (' /(Q Valuation of Project (contracto'r's bid price): S / K Scope of Work (please provide detailed information): IZWGt C(" 471Q kG At/ 94 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fax Number: ZC3 Ste / 71 Page 5 of 6 Nor Ac." 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 OWNEI;,6R AU, HO Signature: ci ' / ( Print Name: IL , j ?\m4 Mailing Address: AM/ Al # I COvri I Date Application Accepted: Q:WpplicationskFOms- Applications On Line 3 -2006 - Permit Application.doc Revised: 42006 bh Date: Day Telephone: Z C3 377 2C7 - nfor tvt 9 n City State Date Application Expires: 4 - n Staff In' 'als: Zip Page 6 of 6 • QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001 — 100,000 $49.25 for 1" 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001 — 200,000 $269.75 for 1 51. 100,000, PLUS $13 25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for I 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME R. koU5A C015TRUCT1o/J PERMIT# 7 o4.. (aka) GQ4LY — Z 6°-r 5 t Q fl,cx —S. /30-I4 If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. 1. APPLICATION BASE FEE 2. Enter total construction cost for each improvement Mobilization Erosion prevention Water /Sewer /Surface Water Road/Parki A. Total Improvements 3. Calculate improvement -based fees: B. 2.5% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 1.5% of amount over $200,000 of A. 4. TOTAL PLAN REVIEW FEE (B +C +D) Enter total fill volume category: e 5. Enter total excavation volume 50 cubic yards / O O cubic yards S o0 loco'[ $oo /0Soo /too 5 500 " Use the following table to estimate the grading plan review and permit fee. Use the greater of the excavation and fill volumes. !37 50 $ /37 (4) GRADING Plan Review and Permit Fees $250 (1) St $ 23 (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ 41 j i The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application/plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. Approved 09.25.02 Last Revised Jan. 2006 1 QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37.00 101 -1,000 $37.00 for la 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 — 10,000 $194.50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000 CY plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for l 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 'f 20 -15 (100 %) $10.00 15 -10 (75 %) $7.50 10 -7 (50 %) $5.00 7 -5 (33%) $3.30 5 -2 (25 %) $2.50 2 -1 (10 %) $1.00 0 -1 $0.00 6. Permit Issuance/Inspection Fee (B+C +D) the p 8. GRADING Permit Review Fee Approved 09.25.02 Last Revised Jan. 2006 2 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION • . • PW may adjust estimated fees 1 (6) 7. Pavement Mitigation Fee (-(O St Dttt t (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the exist ng pavement. Use the following table and Bulletin 1B to estimate Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. $ !37 e (lam 7b 66 VSE.b o/J ffl 00 WATER METER FEE Permanent and Water Only Meters Size (inches) Installation Cascade Water Alliance RCFC 01.01.2006 — 1231.2006 Total Fee 0.75 $600 $4648 $5248 1 $1100 $11620 $12720 1.5 $2400 $23240 $25640 2 $2800 $37184 $39984 3 $4400 $74368 $78768 4 - $7800 $116200 $131790 6 $12500 $232400 $244900 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Transportation Mitigation $ 0 23 9 - G. Other Fees $ Total A through G $ 0 23 (10) DUE WHEN PERMIT IS ISSUED (6+7 +8 +9+10) $ ! 19 S ¢g BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin Al Approved 09.25.02 Last Revised Jan. 2006 Total A through E $ — (9) ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. 0.75" 2.5" $300 $1,000 Temporary Meter 3 cam P /2 -7/04, Doc: RECSETS -08 RECEIPT NO: R07-00293 Initials: BLH User ID: ADM1N Payee: R HOUSE CONSTRUCTION, INC. SET ID: 0215 SET NAME: R HOUSE CONST SET TRANSACTIONS: Set Member Amount 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 ._ D06 -395 4. 6,670.74 M06 -233 194.00 PG06 -194 326.00 TOTAL: 7,190.74 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description City of Tukwila SET RECEIPT Payment Date: 02/28/2007 Total Payment: 7,190.74 Amount Payment Check 7207 7,190.74 TOTAL: 7,190.74 Account Code Current Pmts BONDS /DEPOSITS 000/386.908 3,000.00 BUILDING - RES 000/322.100 2,467.30 GAS - RES 000/322.100 88.00 MECHANICAL - RES 000/322.100 194.00 PLAN CHECK - RES 000/345.830 30.00 PLUMBING - RES 000/322.100 208.00 PW LAND ALT PERMIT FEE 000/342.400 37.00 PW PERMIT /INSPECTION FEE 000/342.400 138.00 STATE BUILDING SURCHARGE 000/386.904 4.50 TRAFFIC MITIGATION FEES 104.367.120 1,023.94 TOTAL: 7,190.74 RECEIPT NO: R06 -01663 Initials: BLH Payee: R HOUSE CONSTRUCTION INC SET ID: S000000591 SET TRANSACTIONS: Set Member D06 -395 M06 -233 PG06 -194 TOTAL: TRANSACTION LIST: Type Method Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 SET RECEIPT Copy Reprinted on 10 -18 -2006 at 13:37:07 10/18/2006 Amount 2,015.25 41.00 41.50 41.50 Payment Date: 10/18/2006 User 1D: ADMIN Total Payment: 2,097.75 SET NAME: Tmp set/Initialized Activities Amount Payment Check 7056 2,097.75 TOTAL: 2,097.75 ACCOUNT ITEM LIST: Description PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Account Code Current Pmts 000/345.830 1,686.25 000/322.100 250.00 000/345.830 23.50 000/345.830 138.00 TOTAL: 2,097.75 0854 10/18 9716 TOTAL 2097.75 Steven M. Mullet, Mayor Steve Lancaster, Director Protect: K- IA(SVL , Type of Inspection: Cl nJYaI Address: LI 13 S s '30 Sa. Date Called: Special Instructions: Date Wanted: 10 IS I D- p.m. Requester: Phone No: a5 3 -Zv -70 1 17 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Da (d -3q S PERMIT NO. (206) -x'67 Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: Qernr-L 1 ?(E &n (F- 2/V' /J '00 REINSPECTION F REQUIRED. or o inspection. tee must be ri at 6300 Southcenter • Ivd.. Suite 100. Cal the schedule reinspection. (Receipt No.: (Date: Pro' ct: /tise Type of Inspection: Address: y /SS S /30 s/ Date Called: Special Instructions: Date Wanted: S - 7 a.m. Requester: Phone No: aS3 377 - 2o79 El Approved per applicable codes. j2 -.3s5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431.3670 ® Corrections required prior to approval. COMMENTS: MI % /4 4 ct✓{ r nspegtgr: A irA v t 00 REINSPECTION REQUIREp. Prior o inspection, fee must be p d at 6300 Southcenter B Suit 100. Call the schedule reinspection. I R c ipt No.: 'Date: Project Type of Inspection: Address: 4/4.3s S /30 Date Called: s-/- Special Instructions: Date Wanted: /o _'V —OF a.m. s Requester: Phone No: Approved per applicable codes. COMMENTS: f a t A j ), – <Do -w, p/F le / 9 17/ e. rf 00 REINSPECTION FEE QUIRED. P or o inspection, fee must be id at 6300 Southcenter Blv.. Suite 1 I +. Cal the schedule reinspection. R 37 ipt No.: (Date: / 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 dab -393 PERMIT NO. F. (206)431 -3670 Corrections required prior to approval. Pr ect: N 61IS9C + Typ f Inspe io : l ` (cc, i) 7 'S Address: L I135 S i + Date Called: Special instructions: Date Wa d: / O 7 a.m. Requester: Phone No: 7- ;-377/ZO7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Insp= to : Receipt No.: ItA , Cr I Da ' e 0 / 7 V 00 REINSPECTION FEE REQUIRED. P �ior o inspection, fee must' be d at 6300 Southcenter 13I d., Suite 100. Call the schedule reinspection. Date: D647 3Q5 ' ' - }• Project:, . - H rn s P Type ofln a tion: � �t Z 1 rJ � Ad 5 S . 13 d Date Called: Special Instructions: Date Wad; / b O Requester: Phone No: .2-32 377 " 5 INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 2, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 INSPECTION NO. c (0-3S 5 I X I Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ,spector: 4S. _ .i Date: 00 REINSPECTION EE REQUIRE r . Prior o inspection. fee must be id at 6300 Southcenter Blvd.. Suite . - - 00. Call the schedule reinspection. (Receipt No.: (Date: \\AL Projec/t�,< N6nrs -P l � Type q(Inspe ion `l A d ess: '1/35 S i3O sf — Date Called: Special Instructions: Date Wanted: / 6 - 3 - ° • - 7 " - - a y. C Requester: P n 3� '- 377 -7 0 7 2 INSPECTION RECORD Retain a copy with permit INSPECTI. NO. CITY 0 TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 b or -3c5 PERMIT NO. 4 (206)431 -3670 COMMENTS: a /tom 7 ti Approved per applicable codes. Date' 3-c7 .00 REINSPECIION FE REQUIRED. ior o inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 0 :,Gall the schedule reinspection. !Receipt No.: 'Date: Corrections required prior to approval. UL Project /4 ✓ t>4 Type of /&2,2 /l/s. Address: 5 (30 —C-11 4 //3 5 Date Called: Special Instructions: Date Wanted: / 0 ,-----t — 3 - 4 0 �p.m._ Requester: Phone No; c253 '►.� required prior to approval. (7tlp p p roved per applicable codes. `� Corrections r COMMENTS: I / — nspe r: /A .4 ._., t Ji4 .. n_...-1 Date: /0 — 3 — (n 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 !Receipt No.: INSPECTION RECORD Retain a copy with permit 'Date: von 175 PERMIT NO. ( 2 06)431 -3670 10 REINSPECTION FEE RQQUIREp for o inspection, fee must be at 6300 Southcenter Blvd., Suite Cal the schedule reinspection. �..... a Plpaec Ad tht INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 O- 35 SD )30 111, th SpecialI structions: At {4 tot 1 Ae-1 I , El Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit Type o nsp do Date Called: to a Date Wanted: it) Requester: PE ii ne : 37 - 7 - a 2 079 Corrections required prior to approval. f'w o ff. to /a- Inspector: 'Date: $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. a4 n . 'Receipt No.: jDate: Pro A / - (' Type of Inspection: 7 r 7) '164 Ad `.-' 4'7,3 s' So /99 , Date Called? -h, Special Instructions: Date Wanted: a. y: m. Requester: Phone No: a �� 327a9fl i INSPECTION RECORD n37 Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION it 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 7 INSPECTION NO. COMMENTS: no,- 4 „ t,1 -I Approved per applicable codes. Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: f )4 1 S e (2 1 wwl t)( vl Type of Inspection: ('G95 Address: yic�5 r$ 130 St Date Called: dWo -k � Special Instructions: Date Wanted: 0 l iCI 4 7 U•m� p.m. Requ te Phone o: /C - X 7720 79 wt .) El Approved per applicable codes. Inspector INSPECTION RECORD Retain a copy with permit Doc -075 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: c9k 'etc Ac rate: e El $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: Propct: l b ' I ^ - Type of Inspection: C J Address: / q3 S I` 5T Date Called: 411/0"2 Speaa) lnst uctions: D °I- I Date Wanted: ZS /Z /07 a.m. P.m. Re este ~, '( ��i 91 Phone No: 1. 53 777 2 so INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Inspector: INSPECTION RECORD Retain a copy with permit PERMR NO. (206)431 -3670 ❑ Corrections required prior to approval. COMMENTS: W v ) be 5. r e/ Q /.v.k na e Qi(.WL- e.�CLI k sr. c�- ,.,,o Tb k rt n a R,. i rm t„ aal }} � O( -t17 c t /� l a N- 4 (rMM p ci.Ct, e g- dui othi1. &Q (Date' F31-219 $58.00 REINSPECTION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal the schedule reinspection. 'Receipt No.: 'Date: Prot: • Type of Inspection: Address: a WTI) S 13( ii Date Called: 7j27ja7 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ZS, 3Y3 773.Y INSPECTION RECORD Retain a copy with permit Doh "WS PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ? ia7 I Q 9k-ewe (.xn i CL-r>. \kk Lib Q 6t-e 11) k • ('-G -r � f t!) A f tYY �C Inspector: 6 1d rte: 1 27 / 52 $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: Project: oc ct: , / r 1 P rt[J -e 4M5 /1t Type of Inspection: / Q G- 0/ (i (4 / i boat' L Address: `1 /35 ` .5 - /?0 ,r7 Date Called: Special Instructions: Date Wante a.m. Requester: Phone No: 8 eNo :_ 377 - 2079 'Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: c ( `'6)431467 .eapproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspe lf' � ' I Date: � /r $58.0014 SPECTION FEE REQUIRED. Prior o inspection.•fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. COMMENTS: Type of Inspection: I W .1._1.15. a P/un, J)-7i Ci l/ � n,rP.� ci�le 7 Q i3O 1 f 1 /(7 /�/n, it � /12a // , it_ 7,,i-, a? z / Special Instructions: ti.� ,,/ i � / 119 r / '�)�t_ /c-, A /acv •f�' /rnOA- L Phone No: ZS; — X 77 - 707 `7 Mok = !a I.) r /-7 AX If- '/a 14-7 rfin gir7� v 1 yl e Pr 'ect: - 1 -i o(Se (ref' Type of Inspection: I W .1._1.15. Address: X 113 5 S t ) C-1 Date Called: S f 0 1 Fry ,/, , .Hj Special Instructions: Date Wanted: 2 G -(7 a.m. RetpGester: Phone No: ZS; — X 77 - 707 `7 INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 10(c-355 PER ( 06)431 -3 Corrections required prior to approval. $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: COMMENTS: /iv s> 1t D 3 — /7/40Y 4.00/44/4/c Ate" Ge, /l Li /1/2 ,97. Tent" v e 0, / /m/P / i y, 7I 771/s s / us 4(ii f /- ! ) :`l / . sc/ -t c"e f / f, //. /„/ 24 or r) "TO 74SucaTP Requester: -. N Project: A Type f Inspectio Addre s: !� ,_ tt / Se ile9 Date Calle Specia Instructions: �1 0 /1 or 7e /0,7 Z53 377 — ton Date Wanted: � Ca ! r 007 Requester: Phone No: 029c- -/-4/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. - P MIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ( 0 )431 -3670 El Approved per applicable codes. nsp9gtor: Receipt No.: Corrections required prior to approval. Date: $ 58.00 REINSPECIION FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Cal the schedule reinspection. I Date: Pro ect: A/- Type gf Insp cti�n• pact r4a v Address : Date Called: Special Instructions: Date / Wanted: —p7 a.m. Requester: •hone No: INSPERIOINO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. PE (206)431 -3 orrections required prior to approval. r .v We 4.6. d'4S Cs MENTS: t/r I R =celpt No.: 'Date: Date: .00 REINSPECTION REQUI D. Prior o inspection. fee must be paid at 6300 Southcenter = lvd.. Suite 100. Call the schedule reinspection. Project: / Type of Inspection: /4} 5 /y - n //rrvf V Address: <// 5 3 S '?cis Date Called: Special Instructions: Date Wanted: .T —/ 4 / — 0 m. (1173, Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ? #451,44 /X+ 51i, ✓ - / eceipt No.: (Date: S te: .00 REINSPECT10 FEE REQUIRED. Prior o inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. .. ,,, . ..' . Projee 4lie Type oof Inspection: Il� fA (din t" r} Addres 9/ $b /3.0 Date Called: Special Instructions: Date Wanted; 1 /5 _07 A. Y Requester: Phone No 2 53_ .377'2-e" INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 MUM PER (206)431 - 36 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: $58.0bI t INSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Bllvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: Project: 0. i - Adl(SN Type of inspection: .3/ F061ini6I % &i S Address: N13$ S ) Date Called: Special Instructions: Date Wanted: l-f — I I - U 7 a.m'' m. Requester: Phone No: 0 3- 37, - 74 7 `i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: nA p �d G1rjc.P",_ 0 $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. (Receipt No.: Db(a-3S5 Date: Project: /1 / /G9 /5 f /4A757 Type of Inspection: ` / - o 07i.m./C 9 Address: - 4// 3 5 s /76 sit Date Called: Special Instructions: Date Wanted: r O L/ / tl a.rrl Requester: Phone No: 253 - 3 7 7 -70 7 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: 7 j 4 / ��4.. AGf El Approved per applicable codes. Corrections required prior to approval. $58.00 EINSPECTION ¥EE REQUIRED. ' Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. {Receipt No.: 'Date: (206)431 -36 Project: 771011/03e (P Type of Ins ec /Seri Address: / /3j 5 /303/ Date Calle Special Instructions: Date Wanted a.m. L //j o7 Requester: Phone N Z 5 3 - 377 -2-G INSPECTIO 0. INSPECTION RECORD �c Retain a copy with permit b e v J 75 PERM CITY O TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431-36 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Dated /7 /172 00 REINSPECTIO FEE REQISIRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: / p i`/ .r At lrsri`� r / ir / Iiol"iyJ L � 4 - t, -, £O/fle 6 " -cp. ' "areas 11 .._..= / T / i Kr A VOO / r nr "I .1 - Cr cm . son Special Intru lo Date Wanted.: M oll y /vs/l A ca-lie �Y . s ,.. ir✓.. r . r _re, Phone No: ;77 n Projec / r Type of Inspection: / / t [ j � 7 Address: �' Date Called: . son Special Intru lo Date Wanted.: 07 Requester: Phone No: ;77 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. nspector: ?INSPECTION RECORD Retain a copy with permit i rections required prior to approval. Date: (206)431 -3 58.00 REINSP • ' : FEE REQUIRED. Prior to inspection, fee must be paid at 6300 outhcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: • FILE COPY •� � r- r ?a. GEOTECHNICAL. ENGINEERING STUDY PROPOSED GULLY SHORT PLAT SOUTH 130TH STREET AND MACADAM ROAD SOUTH TUKWILA, WASHINGTON REVIEWED FOR CODE COMPLIANCE p flr►Ofluc9 FEB 1 3 2007 Ci Of Tukwila BUILDING DIVISION RECEIVED CITY OFTUKWILP OCT 18 ?nn; PERMIT CENTER April 28, 2006 Project No. E -12430 Prepared For Mr. Dan Rowley 16720 Southeast 271st Street Suite 203 Covington, Washington 98042 Earth Consultants, Inc. A Bureau Veritas Company 1805 136th Place N.E. Suite 201 Bellevue, WA 98005 (425) 643-3780 Toll Free (888) 739 -6670 VERITAS April 28, 2006 Earth Consultants, Inc. Geotechnical Services Depanment Mr. Dan Rowley 16720 Southeast 271st Street, Suite 203 Covington, Washington 98042 Project No. E - 12430 Dear Mr. Rowley: Earth Consultants, Inc. (ECI) is pleased to submit our report titled "Geotechnical Engineering Study, Proposed Gully Short Plat, South 130th Street and Macadam Road South, Tukwila, Washington." This report presents the results of our field exploration, selective laboratory tests, and engineering analyses. The purpose and scope of our study were outlined in our April 10, 2005, proposal. We appreciate this opportunity to be of service to you. If you have any questions, or if we can be of further assistance, please call. Respectfully submitted, EARTH CONSULTANTS, INC. Steven T. Swenson Senior Staff Geologist STSMMWAap Earth Consultants, Inc. A Bureau Veritas Company 1805 136th Place, N.P., Suite 201 Bellevue, WA 98005 BUREAU IEXPIt2ES 02-09 -07 j Kristin M. Weller, PE Manager of Geotechnical Services Main: (4251 643-3780 Fax: (425) 746 -0860 TABLE OF CONTENTS E -12430 PAGE INTRODUCTION 1 General 1 Project Description 1 Scope of Services 2 SITE CONDITIONS 3 Surface 3 Subsurface 3 Groundwater 4 Laboratory Testing 4 CRITICAL AREAS CONSIDERATIONS 4 DISCUSSION AND RECOMMENDATIONS 5 General 5 Site Preparation and General Earthwork 5 Stripping 5 Structural Fill 6 Foundations 6 Slab -on -Grade Floors 7 Retaining Walls 7 Rockery Recommendations 8 Seismic Design Considerations 9 Ground Rupture 9 Liquefaction 9 Ground Motion Response 10 Excavations and Slopes 10 Site Drainage 11 Utility Support and Backfill 11 LIMITATIONS 12 Additional Services 12 ILLUSTRATIONS Plate 1 Plate 2 Plate 3 APPENDICES Appendix A Plate Al Plates A2 through A4 Appendix B Plate B1 TABLE OF CONTENTS, Continued E -12430 Vicinity Map Test Pit Location Plan Typical Footing Subdrain Detail Field Exploration Legend Test Pit Logs Laboratory Test Results Particle Size Distribution Report General GEOTECHNICAL ENGINEERING STUDY PROPOSED GULLY SHORT PLAT SOUTH 130TH STREET AND MACADAM ROAD SOUTH TUKWILA, WASHINGTON E -12430 INTRODUCTION This report presents the results of the geotechnical engineering study completed by Earth Consultants, Inc. (ECI) for the proposed two -lot short plat to be constructed at the southwest corner of the intersection of South 130th Street and Macadam Road South in Tukwila, Washington. The general location of the site is shown on the "Vicinity Map," Plate 1. The purpose of this study was to explore the subsurface conditions within the site and, based on the conditions encountered, to provide geotechnical engineering recommendations for redeveloping the site with two, new, single - family residence lots. Project Description We understand that it is planned to subdivide and develop the approximately 0.36 -acre, rectangular- shaped lot located southwest of the intersection of South 130th Street and Macadam Road South in Tukwila, Washington with a two -lot short plat. We understand access to the northern lot will be off of South 130th Street, and access to the southem lot will be off of Macadam Road South. We anticipate the proposed residences will be two to three stories in height and will be of relatively lightly loaded wood frame construction with a combination of slab -on -grade and wood joist floors. Based on our experience with similar projects, we anticipate perimeter wall loads will be on the order of 2 to 4 kips per lineal foot with column loads in the range of 20 to 40 kips. Slab -on -grade floor loads will likely be approximately 150 pounds per square foot (psfl• Review of a preliminary site plan provided by the project civil engineer indicates a combination of cuts and fills are planned in order to establish construction subgrade elevations within the footprints of the residences. Based on topographic data and finished floor elevations provided on the site plan, we estimate cuts and fills necessary to establish construction subgrade elevations would generally be in the range of 3 to 6 feet, with cuts of up to 9 feet planned within the garage portion of the southern residence. Earth Consultants, Inc. Page 1 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley E -12430 April 28, 2006 We understand rockeries up to 3.5 feet high are planned in the northern lot adjacent to proposed cuts to establish driveway subgrade elevations and to establish relatively level yard areas. At the time our study was performed, the site, proposed lots, and our exploratory locations were approximately as shown on the "Test Pit Location Plan," Plate 2. If the above design criteria are incorrect or change, ECI should be consulted to review the recommendations contained in this report. In any case, ECI should be retained to perform a general review of the final design to verify our recommendations have been properly interpreted and incorporated into the design and project specifications. Scope of Services We performed this study in general accordance with the scope of services outlined in our April 10, 2006, proposal. On this basis, our study addresses the following: • Evaluation of general subsurface conditions and description of types, distribution, and engineering characteristics of subsurface materials • Evaluation of general groundwater conditions and potential impact on design and construction • General recommendations for earthwork, including site preparation, excavation, site drainage, and the placement of structural fill • Determination of the seismic design parameters • Evaluation of project feasibility and suitability of on -site soils for foundation and fill support • Recommendations for suitable foundation systems and provision of allowable soil bearing capacities, associated settlement estimates, and lateral pressures and resistances • Recommendations for design of retaining walls, including active and restrained lateral earth pressures, passive and frictional resistance, and applicable surcharge loads • Recommendations for subgrade preparation for floor slab and slab -on -grade support • Recommendations for utility trench excavation and backfill • Recommendations for temporary and permanent slopes Earth Consultants, Inc. Page 2 A Bureau Yentas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley Surface SITE CONDITIONS E -12430 April 28, 2006 The subject site consists of an approximately 0.36 -acre, rectangular- shaped lot located southwest of the intersection of South 130th Street and Macadam Road South in Tukwila, Washington. From this intersection, the site extends approximately 120 to the west and 150 feet to the south. The subject site is bordered to the north by South 130th Street, to the south and west by single - family residence lots, and to the east by Macadam Road South. The site is currently occupied by a shed and an old foundation that will be removed prior to redevelopment. Based on review of topographic information presented on the site plan, site topography primarily consists of an east - facing slope that descends from the western site limits toward Macadam Road South at gradients up to approximately 15 percent. At the time of our field exploration, the site was primarily vegetated with grass and miscellaneous brush and localized, small- to medium - diameter maple, cherry, and cedar trees. We understand that the mature sequoia growing in the northeastern portion of the site will be incorporated into the proposed development. Subsurface Subsurface conditions at the site were evaluated by excavating three test pits at the approximate locations shown on Plate 2. The test pits were excavated to a maximum exploration depth of 12 feet below existing grade. The test pit logs are included as Plates A2 through A4. Please refer to the test pit logs for a detailed description of the conditions encountered at each test pit location. A description of the field exploration methods is included in Appendix A. The following is a generalized description of the subsurface conditions encountered. At each of the test pit locations, an approximately 5- to 6- inch -thick surficial layer of topsoil and vegetation was encountered. The topsoil and vegetative layer was characterized by its dark brown color and the presence of abundant roots and organic debris. Underlying the topsoil and vegetation layer at each of the test pits, sandy silt (Unified Soil Classification ML) and silty sand with gravel (SM) were encountered to the maximum depth explored. The upper 2.5 to 4.5 feet of the site soils were typically in a loose to medium dense condition and the underlying soils were generally medium dense. Earth Consultants, Inc. Page 3 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley Groundwater Laboratory Testing E -12430 April 28, 2006 No groundwater seepage was observed at the time of our subsurface exploration in April 2006. However, an increase in moisture was typically observed within the upper, loose to medium dense soil at depths ranging from 3 and 4 feet below existing grade. The increase in moisture is likely resulting from perched groundwater collecting above the contact with the underlying medium dense soil. In addition, iron oxide staining was typically observed in the upper 5 feet of each test pit. The contractor should be aware that groundwater levels should not be considered static. Groundwater levels may fluctuate significantly depending on the season, amount of rainfall, surface water runoff, and other factors. Generally, the groundwater level is higher and seepage rates are greater in the wetter, winter months (typically October through May). Laboratory tests were conducted on representative soil samples to verify or modify the field soil classification and to evaluate the general physical properties and engineering characteristics of the soil encountered. Moisture content tests were performed on all samples. The results of laboratory tests performed on specific samples are provided at the appropriate sample depth on the test pit logs and on a separate data sheet contained in Appendix B. It is important to note that these test results may not represent the overall in -situ soil conditions. Our geotechnical engineering recommendations are based on our interpretation of these test results. ECI cannot be responsible for the interpretation of these data by others. In accordance with our Terms and Conditions, the soil samples for this project will be discarded upon completion of this report, unless other arrangements were previously made. CRITICAL AREAS CONSIDERATIONS Chapter 18.45.120 of the Tukwila Municipal Code (TMC) identifies areas of potential geologic instability within the City of Tukwila. Based on the results of our study and our review of the TMC, it is our opinion that the subject site would be designated as a Class 1 area of potential geologic instability. Class 1 areas are defined by the TMC as areas where the landslide potential is low and slope gradients are less than 15 percent. The presence of medium dense soil within 2.5 to 4.5 feet of existing site grades and review of topographic information provided on the preliminary site plan are the primary bases for our Class 1 designation. Earth Consultants, Inc. Page 4 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley General Site Preparation and General Earthwork Stripping DISCUSSION AND RECOMMENDATIONS E -12430 April 28, 2006 Based on the results of our study, it is our opinion that redevelopment of the subject site with a two -lot short plat is feasible from a geotechnical engineering standpoint provided the recommendations contained in this report are incorporated into the project design. Support for the proposed residences may be provided using conventional spread and continuous footing foundation systems bearing on competent native soil, native soil compacted in place to the requirements of structural fill, or newly placed structural fill. Slab -on -grade floors should be similarly supported. Competent native soils suitable for foundation support were typically encountered between 2.5 and 4.5 feet below existing grade at the exploration locations. This report has been prepared for specific application to this project only and in a manner consistent with that level of care and skill ordinarily exercised by other members of our profession currently practicing under similar conditions in this area. This report is for the exclusive use of Mr. Dan Rowley and his representatives. No warranty, expressed or implied, is made. This report, in its entirety, should be included in the project contract documents for the information of the contractor. Based on review of a preliminary site plan provided by the project civil engineer, we anticipate site earthwork will consist of grading the lots, backfilling foundation walls, and preparing slab -on -grade floor subgrades. The proposed improvement areas should be stripped and cleared of existing structures, foundations, surface vegetation, organic matter, and other deleterious material. Based on the thickness of the topsoil and vegetation cover encountered at the exploration locations, we estimate a stripping depth of approximately 5 to 6 inches will be necessary. The actual stripping depth should be based on field observation of an ECI representative at the time of construction. In no case should the stripped or grubbed materials be used as structural fill nor should they be mixed with material to be used as structural fill. The stripped materials may be "wasted" on site in non - structural landscaping areas, or they should be exported. Existing underground utilities to be abandoned should be plugged or removed so they do not provide a conduit for water and cause soil saturation and instability problems. Earth Consultants, Inc. Page 5 , A Bureau rye ri tas Company GEOTECHINCAI. ENGINEERING STUDY Prepared for Mr. Dan Rowley Structural Fill E -12430 April 28, 2006 Structural fill is defined as compacted fill placed under buildings, slabs, pavements, or other load- bearing areas. Structural fill should be placed in horizontal lifts not exceeding 12 inches in loose thickness and compacted to a minimum of 95 percent of its maximum dry density determined in accordance with ASTM Test Designation 0-1557 (Modified Proctor). The fill materials should be placed at or near their optimum moisture content. Based on the results of our laboratory tests, at the time of our field exploration, the site soils appeared to be slightly above their optimum moisture content and may need to be aerated and dried back to optimum moisture levels prior to being considered for use as structural fill. In addition, laboratory testing and field observations indicate the on -site soils have a fines content in the range of 20 to 60 percent passing the U.S. No. 200 sieve. Soil with a fines content in excess of 5 percent passing the U.S. No. 200 sieve will degrade rapidly if exposed to excessive moisture. Compaction and grading will be difficult if the soil moisture increases significantly above its optimum condition. As such, the on -site soils are considered moisture sensitive and should limit grading activities to periods of dry weather. In addition, the contractor should be prepared to cover soil stockpiles with plastic sheeting during periods of wet weather. During dry weather, any non - organic, compactable, granular soil with a maximum grain size of 4 inches can be used as structural fill. Structural fill for use during wet weather should consist of a well - graded granular material having a maximum grain size of 4 inches and no more than 5 percent fines passing the U.S. No. 200 sieve. Foundations Assuming compliance with the recommendations outlined in the "Site Preparation and General Earthwork" section of this report, the proposed residences may be supported on conventional spread and continuous footing foundation systems bearing on competent native soil, native soil compacted in place to the requirements of structural fill, or newly placed structural fill. Competent native soils suitable for foundation support were typically encountered between 2.5 and 4.5 feet below existing grade at our exploration locations. If loose or unstable soil that cannot be adequately compacted is encountered at foundation subgrade elevations, the soil should be overexcavated and replaced with structural fill. Exterior foundation elements should be placed at a minimum depth of 18 inches below final exterior grade. Interior spread foundations should be placed at a minimum depth of 12 inches below the top of slab, except in unheated areas where interior foundation elements should be founded at a minimum depth of 18 inches. Earth Consultants, Inc. Page 6 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley E -12430 April 28, 2006 With foundation support obtained as described, an allowable soil bearing capacity of 2500 psf should be used. This value of allowable soil bearing capacity incorporates a theoretical factor - of- safety in excess of 3.0 against actual shear failure. Continuous and individual spread footings for the proposed residences should have minimum widths in accordance with local building codes. Assuming compliance with our recommendations, total post- construction settlements of approximately 1 inch are estimated. We estimate differential settlements will be on the order of 0.5 inch in 50 feet. Lateral Toads can be resisted by friction between the base of the foundation and the supporting soil and by passive soil pressure acting on the face of the buried portion of the foundation. The foundation excavations must be backfilled with structural fill to establish suitable passive resistance around the foundation elements. Resistance to lateral loads from passive earth pressures can be calculated using an equivalent fluid pressure of 350 pounds per cubic foot (pcf) provided grades adjacent to the foundations remain level for a minimum of 10 feet. For frictional capacity, a coefficient of 0.35 may be used for foundation elements bearing on competent native soils or on structural fill. These lateral resistance values are allowable values; a factor -of -safety of 1.5 has been included. Footing excavations should be observed by a representative of ECI prior to placing forms or rebar to verify that conditions are as anticipated in this report. Slab -on -Grade Floors Slab -on -grade floors should be supported on competent native soil, native soil compacted in place to the requirements of structural fill, or newly placed structural fill. Loose or disturbed subgrade soil must either be compacted to the requirements of structural fill or overexcavated and replaced with structural fill. Slabs should be provided with a minimum 4 inches of free - draining sand or gravel. In areas where slab moisture is undesirable, a vapor barrier, such as a 6 -mil plastic membrane, should be placed beneath the slab. Retaining Walls Based on review of the preliminary site plan, portions of the proposed residences will be benched into site slopes and the below -grade foundation walls will consist of concrete retaining walls. Earth Consultants, Inc. Page 7 A Bureau Veritas Company GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley E -12430 April 28, 2006 Retaining walls should be designed to resist the lateral loads imposed by the retained soils and applicable surcharge loads. Walls that are designed to yield should be designed to resist the lateral earth pressures imposed by an equivalent fluid with a unit weight of 35 pcf. If walls are to be restrained at the top from free movement, the equivalent fluid weight should be increased to 50 pcf. These values are based on horizontal backfill conditions and should be increased to 50 pcf and 65 pcf for 2H:1V (Horizontal:Vertical) backfill slopes, respectively. Surcharges due to hydrostatic pressures, traffic, structural loads, or other surcharge loads are assumed to not act on the wall. If such surcharges are to apply, they should be added to the above design lateral pressures. The passive pressure, allowable bearing capacity, and friction coefficient recommendations previously provided in the "Foundations" section of this report are applicable to retaining wall design. To reduce the potential for build up of hydrostatic pressures behind retaining walls, the walls should be backfilled with a free - draining material that extends at least 18 inches behind the wall. The free - draining backfill should consist of pea gravel or washed rock. The remainder of the backfill should consist of structural fill. A rigid, 4- inch - diameter, schedule 40 PVC or SDR 35, perforated drain pipe should be placed at the base of the wall and should be surrounded by a minimum of 1 cubic foot per lineal foot with 1 -inch washed rock. The pipe should be placed with the perforations down. Rockery Recommendations Based on review of the preliminary site plan, rockeries up to 3.5 feet tall are planned in the northern lot. A rockery is not intended to function as a retaining wall and is not designed to resist lateral earth pressures. Rockery construction is largely a craft that is not entirely controllable by engineering methods. As such, it is imperative that if rockeries are constructed as part of the development, they are completed in dose conformance with the Association of Rockery Contractors (ARC) Standard Rockery Construction Guidelines and constructed by an experienced contractor with a proven ability in rockery construction. The sizing and placement of the rocks, drainage measures, and other details of construction should be in conformance with the ARC guidelines. Fill rockeries greater than 4 feet in height will need to be designed using reinforced backfill. Specific recommendations for fill rockeries greater than 4 feet in height can be provided if necessary. The base course of rock should be keyed at least 1 foot into competent native soils or structural fill. If loose soils are encountered at the base course subgrade, the loose soils should be overexcavated and replaced with structural fill. All of the rocks should be placed with the longest dimension perpendicular to the wall alignment. The face of the rockeries should be inclined no steeper than 1 H:6V. Earth Consultants, Inc. Page 8 A Bureau Veritas Company . GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley Seismic Design Considerations E -12430 April 28, 2006 The rocks comprising the rockeries should consist of hard, igneous or metamorphic rock conforming to the ARC guidelines. Drainage behind the rockeries should consist of a minimum of an 18- inch -wide layer of drain rock with a 4- inch - diameter, rigid, perforated, schedule 40 PVC or SDR 35, drainline collector pipe placed along the base of the rockery. A flexible or corrugated collector pipe should not be used. Earthquakes occur in the Puget Lowland with regularity; however, the majority of these events are of such low magnitude they are not felt without instruments. Large earthquakes do occur, as indicated by the 1949, 7.2 magnitude earthquake in the Olympia area and the 1965, 6.5 magnitude earthquake in the Midway area and the 2001, 6.8 magnitude earthquake in the Nisqually area. There are three potential geologic hazards associated with a strong motion seismic event at this site: ground rupture, liquefaction and, ground motion response. Ground Rupture The strongest earthquakes in the Puget Lowland are widespread, subcrustal events, ranging in depth from 30 to 55 miles. Surface faulting from these deep events has not been documented to date. Therefore, it is our opinion that the risk of ground rupture at this site during a strong motion seismic event is negligible. Liquefaction Liquefaction is a phenomenon in which soils lose all shear strength for short periods of time during an earthquake. Groundshaking of sufficient duration results in the loss of grain -to- grain contact and in rapid increase in pore water pressure, causing the soil to behave as a fluid. To have a potential for liquefaction, a soil must be cohesionless with a grain -size distribution of a specified range (generally sand and silt), it must be loose, it must be below the groundwater table, and it must be subject to sufficient magnitude and duration of groundshaking. The effects of liquefaction may be large total and /or differential settlement for structures founded in the liquefying soils. In our opinion, the potential for liquefaction- induced settlements at the site during a strong seismic event is negligible. The absence of a shallow groundwater table and the medium dense to dense condition of the site soils at depth are the primary bases for this conclusion. Earth Consultants, Inc. Page 9 A Bureau Veritas Company • GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley Ground Motion Response The 2003 International Building Code (IBC) regulations contain a static force procedure and a dynamic force procedure for design -base shear calculations. Based on the encountered soil conditions, it is our opinion Site Class D, "Stiff Soil Profile," as defined in Table 1615.1.1 of the IBC, should be used to characterize the site soils. Excavations and Slopes E -12430 April 28, 2006 The following information is provided solely as a service to our client. Under no circumstances should this information be interpreted to mean that ECI is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not being implied and should not be inferred. The inclination of temporary slopes is dependent on several variables including: the height of the cut; the soil type and density; the presence of groundwater seepage; construction timing; weather conditions; and surcharge loads from adjacent structures, roads, and equipment. Because of the many variables involved, the inclination of temporary excavation slopes should be further evaluated during construction as the actual soil and groundwater conditions become more apparent. In no case should excavation slopes be greater than the limits specified in local, state (WISHA), and federal (OSHA) safety regulations. Based on the information obtained from the test pits, the upper 2.5 to 4.5 feet of loose to medium dense silty sand and sandy silt would be classified at Type C by OSHANVISHA. Temporary cuts greater than 4 feet in height in Type C soils should be sloped to a maximum inclination of I.5H:1V. The underlying medium dense soil would be classified as Type B by OSHANVISHA. Temporary cuts greater than 4 feet in height in Type B soils may be sloped to a maximum inclination of 1 H:1 V. If groundwater seepage is encountered in site excavations, the soil should be considered a Type C and should be sloped at a maximum inclination of 1.5H:1V. ECI should observe temporary excavations during construction to verify the OSHANVISHA Soil Type. Permanent cut and fill slopes should be inclined no steeper than 2H:1V. Cut slopes should be observed by ECI during excavation to verify that conditions are as anticipated. Supplementary recommendations can then be developed, if needed, to improve stability, including flattening of slopes or installation of surface or subsurface drains. Permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the surficial layer of soil. Earth Consultants, Inc. Page 10 A Bureau Veritas Company • GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley Site Drainage E -12430 April 28, 2006 At the time of our subsurface exploration in April 2006, no groundwater seepage was encountered at the test pit locations. However, if groundwater seepage is encountered in site excavations, the bottom of the excavation should be sloped to one or more shallow sump pits. The collected water can then be pumped from these pits to a positive and permanent discharge point. Depending on the magnitude of such seepage, it may also be necessary to connect the sump pits by a system of connector trenches. If needed, the appropriate locations of subsurface drains should be established during grading operations by an ECI representative, at which time seepage areas, if present, may be more clearly defined. During construction, water must not be allowed to stand in areas where residences, slabs, or pavements are to be constructed. Loose soil surfaces should be sealed by compacting the surface to reduce the potential for moisture infiltration. Final site grades must allow for drainage away from the residence foundations. Final site grades around the residences should be sloped at a gradient of 3 percent for a distance of at least 10 feet. Footing drains should be installed around the perimeter of the residences, at or just below the invert of the footings, with a gradient sufficient to initiate flow as shown on the "Typical Footing Subdrain Detail," Plate 3. Under no circumstances should roof downspout drain lines be connected to the footing drain system. Roof downspouts must be separately tightlined to an appropriate discharge. Cleanouts should be installed at strategic locations to allow for periodic maintenance of the footing drain and downspout tightline systems. Infiltration testing was not conducted as part of this study. However, based on the results of our subsurface exploration, on site infiltration of stormwater would not be feasible. The relatively high fines content of the site soils is the primary basis for this conclusion. Utility Support and Backfill Based on the soil conditions encountered at our exploration locations, the soils expected to be exposed by utility excavations should provide adequate support for utilities. Utility trench backfill is a primary concern in reducing the potential for settlement along utility alignments, particularly in pavement areas. It is important that each section of utility line is adequately supported in the bedding material. The material should be hand tamped to provide support around the pipe haunches. Fill should be carefully placed and hand tamped to approximately 12 inches above the crown of the pipe before heavy compaction equipment is brought into use. The remainder of the trench backfill should be placed in lifts having a loose thickness of less than 12 inches. Each lift should be adequately compacted prior to placing a subsequent lift. Earth Consultants, Inc. Page 11 A Bureau Veritas Company • GEOTECHINCAL ENGINEERING STUDY Prepared for Mr. Dan Rowley LIMITATIONS E -12430 April 28, 2006 Our recommendations and conclusions are based on the observed site conditions, selective laboratory testing, engineering analyses, the preliminary design information provided us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manner consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty is expressed or implied. The recommendations submitted in this report are based on the data obtained from the test pits. Soil and groundwater conditions between test pits may vary from those encountered. The nature and extent of site soil variations may not become evident until construction. If variations do appear, ECI should be requested to reevaluate the recommendations of this report and to modify or verify them in writing prior to proceeding with construction. Additional Services As the geotechnical engineer of record, ECI should be retained to perform a general review of the final design and specifications to verify that the earthwork and foundation recommendations have been properly interpreted and implemented in the design and in the construction specifications. ECI should also be retained to provide geotechnical engineering services during construction. This is to observe compliance with the design concepts, specifications, or recommendations and to allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. Earth Consultants, Inc. Page 12 < A Bureau Veritas Company Earth Consultants, Inc. A Bureau Veritas Company MUM WIWI VICINITY MAP GULLY SHORT PLAT TUKWILA, WASHINGTON DRWN. DNM , PROJ. NO. 12430 CHKD. STS DATE 4/18/06 PLATE 1 • • • SITE . r !ark • .7 Reference: King County Maps 655 By Thomas Brothers Dated 2006 I " ' • NV/ i Q A NORTH cl RAND/ i '•, , A , . ' /4 ', -■! r L., r‘- - • PKWY n.: _ Earth Consultants, Inc. A Bureau Veritas Company BUREAU VERl,AS TEST PIT LOCATION PLAN GULLY SHORT PLAT TUKWILA, WASHINGTON DRWN. DNM PROD. NO. 12430 CHIC. STS DATE 4/18/06 PLATE 2 TW9 0 TW =62 11W=€O. Pt= 62.5i. BW =62.0 LEGEND A NORTH 0 30 SCALE IN FEET REFERENCE: BASE MAP PROVIDED BY CLIENT. TP -1 _ II _ Approximate location of ECI test pit, Proj. No. E- 12430, April 2006 Existing House #13017 PRCPOSED RETAINING WALL DESIGN BY OTHERS. ■ ( Ij j ) Earth Consultants, Inc. O U P E A U A Bureau Veritas Company ME A ITAS TYPICAL FOOTING SUBDRAIN DETAIL GULLY SHORT PLAT TUKWILA, WASHINGTON DRWN. DNM PROJ. NO. 12430 CHKD. STS DATE 4/18/06 PLATE 3 O 4 INCH MIN. DIAMETER PERFORATED PIPE LEGEND 2 INCH MIN. 4 INCH MAX. Surface seal; native soil or other low permeability material Washed rock or pea gravel Drain pipe; perforated or slotted rigid Schedule 40 PVC or SDR 35 pipe laid with perforations or slots facing down; tight jointed; with a positive gradient. Do not use flexible corrugated plastic pipe. Do not tie building downspout drains into footing lines. SLOPE TO DRAIN SCHEMATIC ONLY - NOT TO SCALE NOT A CONSTRUCTION DRAWING IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT More construction problems are caused by site subsur- face conditions than any other factor. As troublesome as subsurface problems can be, their frequency and extent have been lessened considerably in recent years, due in large measure to programs and publications of ASFE/ The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical- related delays. cost - overruns and other costly headaches that can occur during a construction project. A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT - SPECIFIC FACTORS A geotechnical engineering report is based on a subsur- face exploration plan designed to incorporate a unique set of project- spedfic factors These typically include: the general nature of the structure Involved its size and configuration; the location of the structure on the site and its orientation: physical concomitants such as access roads. parking lots, and underground utilities. and the level of additional risk which the dient assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems. consult the geotechnical engineer to determine how any factors which change subsequent to the date of the report may affect its recommendations Unless your consulting geotechnical engineer indicates otherwise, your geotechnical engineering report should not be used: • When the nature of the proposed structure is changed. for example. if an office building will be erected instead of a parking garage, or if a refriger- ated warehouse will be built instead of an unre- frigerated one: • when the size or configuration of the proposed structure is altered: • when the location or orientation of the proposed structure is modified: • when there is a change of ownership, or • for application to an adjacent site. Geotechnical engineers cannot accept responsibility for problems which may develop if they are not consulted after factors consid- ered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken, when they are taken. Data derived through sampling and sub- sequent laboratory testing are extrapolated by geo- technical engineers who then render an opinion about overall subsurface conditions: their likely reaction to proposed construction activity, and appropriate founda- tion design. Even under optimal circumstances actual conditions may differ from those inferred to exist, because no geotechnical engineer, no matter how qualified, and no subsurface exploration program, no matter how comprehensive, can reveal what is hidden by earth, rock and time. The actual interface between mate- rials may be far more gradual or abrupt than a report indicates. Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the unanticipated, but steps can be taken to help minimize their impact. For this reason, most experienced owners retain their geotechnical consultants through the construction stage, to iden- tify variances, conduct additional tests which may be needed, and to recommend solutions to problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly - changing natural forces Because a geotechnical engi- neering report is based on conditions which existed at the time of subsurface exploration, construction decisions should not be based on a geotechnical engineering report whose adequacy may have been affected by time. Speak with the geo- technical consultant to learn if additional tests are advisable before construction starts. Construction operations at or adjacent to the site and natural events such as floods, earthquakes or ground- water fluctuations may also affect subsurface conditions and. thus, the continuing adequacy of a geotechnical report. The geotechnical engineer should be kept apprised of any such events. and should be consulted to determine if additional tests are necessary. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers' reports are prepared to meet the specific need of specific individuals. A report pre- pared for a consulting civil engineer may not be ade- quate for a construction contractor, or even some other consulting civil engineer. Unless indicated otherwise. this report was prepared expressly for the client involved and expressly for purposes indicated by the dient. Use by any other persons for any purpose, or by the dient for a different purpose. may result in problems. No indi- vidual other than the client should apply this report for its intended purpose without first conferring with the geotechnical engineer. No person should apply this report for any purpose other than that originally contemplated without first conferring with the geotechnical engineer. A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design profes- sionals develop their plans based on misinterpretations of a geotechnical engineering report. lb help avoid these problems, the geotechnical engineer should be retained to work with other appropriate design profes- sionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final boring logs are developed by geotechnical engi- neers based upon their interpretation of field logs (assembled by site personnel) and laboratory evaluation of field samples. Only final boring logs customarily are induded in geotechnical engineering reports. These logs should not under any circumstances be redrawn for inclusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process. Although photographic reproduction eliminates this problem, it does nothing to minimize the possibility of contractors misinterpreting the logs during bid prepara- tion. When this occurs, delays, disputes and unantici- pated costs are the all - too-frequent result. lb minimize the likelihood of boring log misinterpreta- tion. give contractors ready access to the complete geotechnical engineering report prepared or authorized for their use. Those who do not provide such access may proceed un- der the mistaken impression that simply disdaiming re- sponsibility for the accuracy of subsurface information always insulates them from attendant liability Providing the best available information to contractors helps pre- vent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering Is based extensively on Judgment and opinion, it is far less exact than other design disciplines. This situation has resulted In wholly unwarranted claims being lodged against geotechnical consultants. lb help prevent this problem, geotechnical engineers have developed model dauses for use in writ- ten transmittals. These are not exculpatory clauses designed to foist geotechnical engineers' liabilities onto someone else. Rather, they are definitive dauses which identify where geotechnical engineers' responsibilities begin and end. Their use helps all parties involved rec- ognize their individual responsibilities and take appro- priate action. Some of these definitive clauses are likely to appear in your geotechnical engineering report, and you are encouraged to read them closely Your geo- technical engineer will be pleased to give full and frank answers to your questions. OTHER STEPS YOU CAN TAKE TO REDUCE RISK hour consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mit- igate risk In addition, ASFE has developed a variety of materials which may be beneficial. Contact ASFE for a complimentary copy of its publications directory. ASFE Published by THE ASSOCIATION OF ENGINEERING FIRMS PRACTICING IN THE GEOSCIENCES 8811 Colesville Road /Suite G106 /Silver Spring, Maryland 20910/(301) 565 -2733 nee/IM APPENDIX A FIELD EXPLORATION E -12430 Our field exploration was performed on April 19, 2006. Subsurface conditions at the site were explored by excavating three test pits to a maximum exploration depth of 12 feet below existing grade. The test pits were excavated by Aikins' Excavating using a rubber - tired backhoe. The approximate test pit locations were estimated by pacing from site features depicted on a preliminary site plan provided by the project civil engineer. The test pit elevations are based on topographic data presented on the site plan. The location and elevation of the test pits should be considered accurate only to the degree implied by the method used. The approximate locations of the test pits are shown on Plate 2. The field exploration was continuously monitored by a geologist from our firm, who classified the soils encountered, observed groundwater levels, maintained logs of the test pits, obtained representative samples, and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil Classification System that is presented on the "Legend ", Plate Al. Logs of the test pits are presented on Plates A2 through A4. The final logs represent our interpretation of the field logs and the results of laboratory tests on field samples. The stratification lines on the logs represent the approximate boundaries between soil types. In actuality, the transitions may be more gradual. Representative soil samples were collected and returned to our laboratory for further examination and testing. MAJOR DIVISIONS GRAPH SYMBOL LETTER SYMBOL TYPICAL DESCRIPTION Coarse- grained soils More than 50% material larger than 200 sieve size Gravel and gravelly soils Mae than 50% coarse fraction retained on No. 4 Sieve Clean gravels (little or no fines) 8;8;8°,8; o " o c GW 9W Well- graded gravels, gravel -sand mixtures, little or no fines g s. s. g. • t ! 1 ! t ! 1 1 • a at a a GP 9P Poorly-graded gravels, gravel-sand mixtures, little or no fines Gravels with fines (appreciable amount (FP of fines) • 1 • 1 1 i • 1 GM gm Silly gravels, gravel- sand -silt mixtures GC 9e Clayey gravels, gravel -sand -clay mixtures Sand and sandy soils More than 50% coarse fraction passing No. 4 Sieve Clean sand (little a no fines) • • :• • • • • • :. , •., : •s . gyv W • Well- graded sands, gravelly sands, little or no fines .•• •••• +• • .... e . • • • • • `. .• SP •P / Poorly- graded sands, gravelly y sands, little or no fines Sands with fines (appreciable amount of fines) 1 SM sm Silty sands, sand -silt mixtures // /( SC Sc Clayey sands, sand -clay mixtures Fine- rained soils g More than 50% material smaller than No. 200 sieve size Silts Liquid ,.., and clays less than ML ml g s clayey anic silts fine and sa very cla fine sands, silts with rock slight flour, plasticity j�% CL el Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays F=-1 r 1 1 r r 1 OL of Organic silts and organic silty clays of low plasticity Silts Liquid limit and clays greater than 50 MH mh Inorganic silts, micaceous or diatomaceous fine sand a silty soils CH eh Inorganic clays of high plasticity, fat clays . . � / OH oh Organic clays of medium to high plasticity, organic silts Highly organic soils IE` el/ au L`u u ger pt Peat, humus, swamp soils with high organic contents The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. Dual symbols are used to indicate borderline soil classification. C TORVANE READING, tsf qu PENETROMETER READING, tsf W MOISTURE, % dry weight P SAMPLER PUSHED • SAMPLE NOT RECOVERED pcf DRY DENSITY, lb. per cubic ft. LL LIQUID LIMIT, % PI PLASTIC INDEX 2" O.D. SPLIT SPOON SAMPLER I 2.4" I.D. RING OR SHELBY TUBE SAMPLER WATER OBSERVATION WELL 4 DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION = SUBSEQUENT GROUNDWATER LEVEL WITH DATE Earth Consultants, Inc. A Barret/ Veritas Company LEGEND - Al W W Topsoil * * + Humus and duff layer Fill •�•�•••••�• • • Highly variable constituents • The discussion in the text of this report is necessary for a proper understanding of the nature of the material presented in the attached logs. Dual symbols are used to indicate borderline soil classification. C TORVANE READING, tsf qu PENETROMETER READING, tsf W MOISTURE, % dry weight P SAMPLER PUSHED • SAMPLE NOT RECOVERED pcf DRY DENSITY, lb. per cubic ft. LL LIQUID LIMIT, % PI PLASTIC INDEX 2" O.D. SPLIT SPOON SAMPLER I 2.4" I.D. RING OR SHELBY TUBE SAMPLER WATER OBSERVATION WELL 4 DEPTH OF ENCOUNTERED GROUNDWATER DURING EXCAVATION = SUBSEQUENT GROUNDWATER LEVEL WITH DATE Earth Consultants, Inc. A Barret/ Veritas Company LEGEND - Al Project Name: Gully Short Plat Sheet of 1 1 Job No. 12430 Logged by: STS Date: 4/19/06 Test Pit No.: TP -1 Excavation Contractor: Aikins' Approx. Ground Surface Elevation: 62' Notes: General Notes W ( %.) Graphic Symbol Depth Ft. Sample lo9WAs sosn Surface Conditions: Depth of topsoil and duff 5" 20.7 23.0 17.3 1 2 3 4 ML Brown sandy SILT, loose to medium dense, moist -occasional organics - becomes light brown and wet; iron oxide staining - becomes medium dense - occasional boulders 5 6 7 8 9 10 11 SM Brown silty SAND with gravel, medium dense, moist -iron oxide staining -contains lenses of silt 12 Test pit terminated at 12' below existing grade. No groundwater encountered during excavation. Test pits excavated by Aikins' Excavating using a rubber -tired backhoe. Test pit elevations based on topographic information provided on a preliminary site plan. Earth Consultants, Inc. Test Pit Log Gully Short Plat Tukwila, Washington Jf FIigS A Bwaw Venras Cmprrry Proj. No. 12430 I Dwn. DNM I Date 4/21/06 Checked STS I Date 4/21/06 I Plate A2 ' Test Pit Log Subsurface conditions depicted represent our observations at the time and ocation of this exploratory hole, modified by engineering tests, analysis and judgment. They are not necessarily representative of other times and locations. We cannot accept responsibility for the use or interpretation by others of Information presented on this log. • APPENDIX B LABORATORY TEST RESULTS E -12430 6 Copies to: DISTRIBUTION E -12430 Mr. Dan Rowley do Mr. Rich Rowley 1001 North Tacoma Avenue Tacoma, Washington 98042 c insoid oboe - CONSULTING ENGINEER 12181 C Street S. • TACOMA, WA 98444 • (253) 537 -8128 • FAX 531.1285 PROJECT: BY: GCS J SHEET NO. FILE COPY Pc. !": r5. rr t 3 C. _7: P-p 12_ - m+ - t -1-CV1 12-Ea p e c.F--, T S 4s` s�`: 'r€. h I ', Des I P.4 , s'1e.. -rts 4 '4:s'�; j. CODE R OMPLNCE fPPP(WED FEB 13 2001 �UV3 Z. &L SSE_ t4CMS-S Z Q NS. 1 Q Of Tuiondia BUILDING DIVISION RECEIVED CITY OF TIIKWILP OCT 13 ?ON PERMIT CENTER tttt 615 nscion Doe De CONSULTING ENGINEER 12202 PACIFIC AVE. S. • TACOMA WA 98444 • (253) 5378128 • FAX 531 -1285 rl j - s hel Ic— US 0 . i PROJECT. BY: I DATE: JOB NO. F es : - 1,b ET C Q ,f 7(19- SHEET NO 3- . Zipcode Lookup Output! Page 1 of USGS Earthquake Hazards Program The input zip -code is 98188. ZIP CODE 98188 LOCATION 47.4342 Lat. - 122.2861 Long. DISTANCE TO NEAREST GRID POINT 3.9455 funs NEAREST GRID POINT 47.4 Lat. -122.3 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10%PE in 50 yr 5 %PE in 50 yr 2 %PE in 50 yr PGA 31.293449 40.851151 55.394939 0.2 sec SA 66.365044 104.852898 .37020 0.3 sec SA 59.725670 91.768822 122.026100 1.0 sec SA 20.979300 29.720091 The input zip -code is . Zip code is zero and we go to the end and stop. PROJECT INFO: Home Pees SEISMIC HAZARD: Hated by Zip Code Cc> 140 5 ‘ http:// egint. cr. usgs.gov /eq /cgi- bin/zipcode.cgi 3/20/2006 4 n V , CONSULTING ENGINEER 12202 PACIFIC AVE S. • TACOMA. WA 98444 • (253) 537 -8128 • FAX 531 -1285 it kt IC.) Er to (W;nv4wC) C . 6+,% D r VRi- tit ISG Keel. 4.2.1.1Cot w.ta Yom. " as PROJECT: BY: [SATE: JOB NO. Silas,- Path�.As2 4 s:>accd6A i) (A44:eaFg.r.2)) I - gC., Ma) 1>tt -tca c 3 444ataii4 Per -55c lb 'ft Pc" 7b i ;,'L©i aR PRaJ r « i is 0 ) Es , z J ...EA) .1 44 portrAtozz F - mrz / ua = ( - a t c.Pa sin-a 'S 444. ckr. £tc.4os 4-Dj _ (•o ?- (10.4. ) C A -E l •94•t -8)1'7 -I- to ac 40 4C' t1) = $ (old i-3 Zc-o I (;$S �nv . zvK4o SHEET NO. ` - c.ac i st ?E.- ?Ce..SE.A - 4 - 1 . kri }lo(al . a 4c 6 ro4 1 5•+ogi e q� •txo:4 - (sz) .4 =%o I ( g oo. 3 vtz- •bb441 t 04E A < � I t3 is I2•S FOR 8LaF4. P'3 Min. Width . Max Height Ultimate Shear Strength . ASD Allowable DesignValues Stiffness Deflection L F 14011- he 54CAQ. Shear (In.) (ft) (Pb) (idin.) (in.) LS 18 8 2780 1000 3.1 0.32 2.8 93o 10 2180 _ 600 1.5 0.4 3.6 5 24 8 4720 1700 5.3 0.32 2.8 I sea 10 3630 1000 2.9 0.34 3.6 930 cnris�aan Put Doe tae CONSULTING ENGINEER 12202 PACIRC AVE S. • TACOMA, WA 98444 • (253) 5374128 • FAX 531 -1285 Form No. 1T -074A PROJECT: BY: IDATE JOB NO. 0 C I C rk arrici - L F2a-u _D€51 iCc/ Il &D iP_D„N 474 QErber 71 074& Nov 2&A SeA Table 1. Recommended allowable design values for APA portal frame used on a rig base foundation b a. Design values a a based on use of Douglas -fir or southern pine frnming. For other species of framing use the specific gravity adjustment factor= [1-(0-5-SG L where SG = specific gravity of the actual framing. This adjustment shall not be greater than 1. b. For construction as shown in Figure 1. c. Values are for a single portal frame. For multiple portal frames allowable design Values can be multiplied by number of frames (e.g., two = 2x, three r 3x, etc). d. Interpolation of design values between 8 ft and 10 it heights is permitted. SHEET NO O BEDROOM 224 S.F. T. Or OPEN SPACE 150 S.F. :07dhl.a! rii.d - r BEDROOM MASTER BEDROOM 231 S.F. r _. rarara••••••••• C' 504 v =2�FIc O Al 1 (A2 CJ r 17' -6' 10' - 6' I' Garage Mall Below , ,. • B2 V (—O" r 18' -0" North FLOOR PLAN — UPPER LEVEL Q� SCALE: 1/C (E r. 1 �. V -fI�-W 1 v - bs k— [.�= ;&»c) 1 tSta. " m • — �r� •. • O 4 F_rn Furnice 12' -6" 1 ROLL UP DOO r 9\ CO 0 GARAGE 1) V 41& ] 6' -10" � Z 25' -0 Wall above IL` 100 5' 20' -6" c eas" 16' ROLL nut; DOOR 4. id OT41Yvt - •1 orp 8' kr alb KITCHFN nig -d<A 1 " rwe Xont 11' -0" 0 P _1 J 35' -0" FOYER 3, t FAN 0-21 Y /19 r � LMNG ROO 20 ®F. L 8'-6' y 12' -0" 1 ► II -I f � U I DINING FAMILY ROOM Mil 2 245 S.F. 1. A 2 ar Hat Pd The Pleas .1 ♦ . 1 4 0 ietck 8.2 60' -0" l North FLOOR PLAN — MAIN LEVEL IL 0 A W :: ..a,& ... C-0 ' Mark (shear capacity) W w f r - u . & .i vr yl'f v. .. ....v. a' cxg' (rn13b3 ° YS.�...�v.�lirs�iyW Wall Type (3) 6 i $$,, �'���ro Panel Edge Nailing (1), (2) " 1a intermediate Nailing (2) {{ ` nste. t{a4 Bottom Plate Anchor Bolting or Nailing (5) 0 IA" CDX Plywood or 8d @ 6" o.c. 8d @ 12" o.c. Ye A.B. @ OSB, one side 4' -0" o.c. or 16d (200 lb /ft.) @ 7Zo.c. % 1 /" CDX Plywood or OSB, one side 8d @ 4" o.c. 8d @ 12" o.c. 5/8" A.B. @ " 3'-4" o.c. or 16d (350 lb/ft.) @ 4" o.c. IA" CDX Plywood or ' 8d @ 4" o.c. 8d @ 12" o.c. 3/4" A.B. @ N/ OSB, both sides (4) 2' -0" o.c. or 16d (700113/11) @ 2" o.c. • •>♦� .. IA" GWB, both sides 5d cooler nails @ 7" o.c: 5d cooler nails @ 7" o.c. 'A" A.B. @ 4' -0" o.c. or 16d (200 Ib/ft.) @ 8" o.c. nscIan Oe.e. CONSULTING ENGINEER 12202 PACIFIC AVE S. • TACOMA. WA 98444 • (253) 5374128 • FAX 531 - 1285 PROJECT. BY: DATE JOB NO. Ore (S SHEET NO. e KZ Notes: 1. Block all panel edges: . 2. Common or box nails.. 3. 2x studs shall be H.F. #2 or better, kiln -dried. 4. Use 3x studs and plates @ panel edges, wall type 3 only. 5. Anchor bolts shall have minimumS by." by Yet " thick plate washers. annsuson Fun Doe De CONSULTING ENGINEER 12202 PACIFIC AVE S. • TACOMA WA 98444 • (253) 5378128 • FAX 531 -1285 PROJECT: BY: !DATE: JOB NO. ,6 Co IFS SHEET NO. 1�2 w,U_ (_► r-, ►ZVA-L s ) - 1a �3Z ST s. 0- at 2 ( , 2s1,)- 23a (iv i t A C? 9- i bhcc &apeI (g), 2m-0 .I Icy ail (40 2-3) Ibp- 3)33 I Cool e-- `t Y< I CI( (4) i"Ljc. = 4 139 --1► cok c. ZIJCL 11 4) 1� = fla fi cnrfs ion oboe ne CONSULTING ENGINEER 12181 C Street S. • TACOMA, WA 98444 • (253) 537.8128 *FAX 531 -1285 PROJECT: BY: DATE: JOB NO. OCD /CO SHEET NO. Iy /1: (A) = 1 LA) +, cyfrc I( = I1 (Ll��! 2 _ ._ 5 emu (( 8 k xlCe �'t -Cv (( ‘- L'1 1-, 1 ._ t f = 7 .7 CP14 l /- - I - , -1- -)-€51 = 7( S- nn= t t C l 6 -, IA-- -Li 013 f z S 30421 z J S ac- ` 2-o4 ---1 S "&tcpyL)G— I In I l Cc) '174 4 J 11 2 b t--1 - [-Li) � ` =`ti( l 0 4X I -4 S c s 'ON 133HS 'ON SOf 3 1VO :AS 103fQHd = LZ -F- , s 1 1 -- Cc - 2 = ' " ✓1 c d 99a- ICS red • 9L9 -LES (me) • b4496 VM bWOOVS • 'S leellS J l9LZL S33N10N3 ONLL1f1SNOO pas uR Cnristidn neoe CONSULTING ENGINEER 12181 C Street S. • TACOMA, WA 98444 • (253) 537 -8128 • FAX 531 -1285 L Zv o=, o (S1 *1 otc -coty _ lo--c4 1, Lcn Cw> i `; ,_ r L -3 �'` (Ai=tOq 3 - (, ) _ 3) ° I 2-al I� /`-r1= ) L �4) jz (I(L cc may- 14 � p 9(R L- �- 9�� O.9) rt 4 �, PROJECT BY: I DATE JOB NO. dca f 3, SHEET NO. 1 XZ (4 Z t) F741 cLL S I F- Reference Number(s) of Related Document(s): D96 -395 Grantor: R House Construction, Inc., a Washington State Corporation Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: Abbreviated Work Description: NOW, THEREFORE, the parties agree as follows: Indemnification and Hold Harmless and Permit Temporary in Nature Along South 130 Street, located adjacent to 42xx — South 130 Street Work within the City Right -of -Way, including driveway access, utilities, undergrounding of power, and storm drainage. The Permittee shall indemnify, defend and hold harmless the City, its officers, agents and employees, from and against any and all claims, losses or liability, including attomey's fees, arising from injury or death to persons or damage to property occasioned by any act, omission or failure of the Permittee, its officers, agents and employees, in using the City's right -of -way under this permit. This indemnification and hold harmless shall not apply to any damage resulting from the sole negligence of the City, Its agents and employees. To the extent any of the damages referenced by this paragraph were caused by or resulted from the concurrent negligence of the City, its agents or employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of the Permittee, Its officers, agents, and employees. Further, the right -of -way permit herein is wholly of a temporary nature and it vests no permanent right to use whatsoever to the Permittee. IN WITNESS WHEREOF, said individuals have caused this instrument to be executed this ZS day of 200¢. � STATE OF WASHINGTON) )ss. County of King u Signature Authorized Signature I certify that I know or have satisfactory evidence that 2? ik L2 rd 'Roc,* e `1 is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he/she was authorized to execute the instrument an acknowledged it as the 4 w o e r of tS 2 kiSITUChorl 1nC , a corporation, to be the free and voluntary / act of such party for the uses and purposes mentioned in this instrument. Dated O dr107 LL <e ,a(t Notary Public for the State of Washington residing at tAt ,iii lc: My appointment expires O - -/ v Ti DATED this 2l3 day of Fsti) , 200Th GRANTEE: CITY of TUKWILA J ti By: dra mt,Q� tYtItC9 a Print Name: James Morrow Its: Public Works Director STATE OF WASHINGTON COUNTY OF KING On this day, before me personally appeared JIM MORROW to me known to be the PUBLIC WORKS DIRECTOR for the City of Tukwila, and executed this instrument on behalf of the City of Tukwila in his capacity as PUBLIC WORKS DIRECTOR and acknowledged that he is authorized to do so at his free and voluntary act and deed, for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. Page , of 5 NOTARY PUBLIC, in and for the State of Washington, residing at A CO LJ i My commission expires: OS 0 - /6 Return Address: 734060 -0843 CITY OF TUICWII,rA Office of the City` Qerk 6200 Southcenter Blvd. r Tukwila, WA 98188 (206) 433-1800 / r' ,!'qr DtI1 ,.CORDING CO'.V4ISFFEET City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 20061 PA p� 14 � 1 06 608 1NO6ii 86.x0 KING C UNTY, 8 Assessor's Property Tax Parcel/Account Number(s): Document Titie(s): Sensitive Area Covenant d ROM Itarinless A ceemen First Inifital f' Last. $t House Construction, Inc. `Coinpitny Name (if business) ...167200 2t1n Strict Address Covipwton let City ,.. Legal Description: A Portion of the NIX' %of the NE 3t , Sec. 1s. 1 T.23N., R.4E., W.M.. (a.k.a.) Lot 56, Riverside Iuterdrban Tracts Tracts. according to the plat thereof; recorded in voiiunie lO of plats, page 74, In King County, A W iia r WAN •ECORDED, RETURN TO: skits Clerk. 000 W408188 :; 4 '11 . . . et. 3. .,:t Grantor R HoUieCons'iruction, Inc. .:4,1 Grantee: The City of Tincji la Legal Description (Abbreviated)/ s/Pordon ofilie)NW V4/`;:ilkilie NE 'A, Sec. 15, T. 23 N, • .• R. 4 E., WM. " ''' ."?•• Fall LegatieitrIption is found on Exhibit *of thi4ociimpit. Assessor's Tax.Pa4e1 ID Numbers: 734060-0843 SENSITIVE AREA COVENANT AND'HOLW!' HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into , ...between R House Construction, Mc.( a ?VaShington State Corporation ("Grantor), and the City of Tukwila, a Washington nitudeipal colPoridion.("Grantee"). e d . RECITALS WHEREASCEratirerOwrii and hap applied for necessary permits to develop certain real property (the "Propert?) legaily Eichilrii"4., which is attached and incorporated by reference. WHEREAS, a portion Orthe liropertylconiaina sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (poteptialalideareas). WHEREAS, as a condition of the fisuince ofishoit sabdivisiOn approval, land use permits, and/or construction permits for the Property; the Graideereqiiired the Grantor to execute and record this "Sensitive Area Covenant and Hold tn-boldtthecity of Tukwila harmless from all loss incurred as a result of any landslide etheispile,actiiiity, Or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said short subdivision approval under permit no L06-013, and/or construction permits for the Property: e.4:‘ WHEREAS, Grantor has performed geological reports and evaluations, prepared by E Consultants, Inc., dated April 28, 2006. ; •Wl3ER.EAS, the parties agree that this agreement constitutes an arms length, bargained- . ` for agreement, whieh'inpludes a waiver of liability that runs with the land for risks created by the proposed usq of property because dfjhe shape, composition, location or other characteristic :;unique to the ttopertrsought /q;he developed. NOVK', TBEREFQREe the pattiep 4c blows: • r 2 EtMENT 1. In consideration of Grantee issuing development permit which constitutes good and valuable consideration, the:`receipt of which and/the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indeniaify, and hold the ::.Grantee, its officers, officials, employees, agents, and assigns "harmless from aniand claims, injuries damages, losses, or suits, whether brought by grantor of:. thif ! parties, including Al legal costs and reasonable attorney fees, arising out of or in connectf "on With any. injuries o d to. person r property caused in :whole_, or in part by any landslide or seismic activity:, or- sgil 'distury'snc6 on the Property, legally described in Exhibit A, which it attached and incorpci ated by re f erence. V:. 2. Grantor on its own behalf and on behalf of its stccessors''and assigns hereby waives any nghvto *ea any claim against the Grantee, its officers Yifficials, employees, agents, and, assigns for,,:''any loss, or damage to people or property either `on.or ofTthe site resulting from any landslide,:ffr seisnue flctivity or soil disturbance on said Property'byfreason of or arising out of "the issuance qt the pemfit(s) by the City for development on said Property except only for such that niay dirctly result from the sole negligence of the City. 3 . "Grantor will ififornj'its'successors and assigns of said Property that the Property is in an area of potential `geologiq instability;; (potential slide area), of the risks associated with development thereof , of ady;conditions.,ot prohibitions on development imposed by the City of l'ukwila, and of any'fbatures in:jthis design "which will require maintenance or modification to address anticipated soils changes:. ^.•. ;:. r' 4. Grantee's inspection or aci;eptance; of ally of the Grantor'. s construction or other work either during construction or when completed shall,ftot,,bo grotlpds,,to avoid any of these covenants of indemnification. ra S. This covenant and hold harmless agretingfit shall lie aiovenapt rittlii ng:with the land and the rights and obligations contained herein shall tun with and bul'rden the Property, including each parcel comprising the Property and shall inure to the benefit ofatid be': hiding upon the Grantor and Grantee, their successors and assigns. 1 IN WffINES' S WHEREOF, said individuals have caused this instrument to be executed day of COH-ts reZ , 2006. . .... „Au orized Signature / , ..("luthiiiii41 Signature STATE OF WASHIl4O1PN) / County of King 1 .:v ...... 4... ..,.. I certify that I know or hasie satisfactey eirideticethat 'lir at D. Rowley is the person who append lidos me, and said acknewledged that harthe signed this instrument, on oath stated thit heish? witituthlinz0 exficiito the instrument and acipnowledged it as the Vie p .. Prektriivii 1 "ri; I ; of 4 &OSP GOrkSfr a ritinn, Tnt , a 'LtrporatAg to be the free eid voluntary actoaf such party for the uses and purposes mentioned in this instrinpept. I C: ....„. ';: I 1 Dated Odober JO, 2006 • • . • 0 I to lerAR ( P . t g• :, :e-tx7- k % 5 •• 0 eie • • 42)1)1* ••eUBLICP k 1 / A 75$' $ 11 .:;..„., -, , 1 WA t e ./..":,. . / .... t. aeze 22.k/04.607e Alice A. J) . at Notary Public in and theft State Of Washington residing at Anton My appointment expires 6-16 • •• • .•• . , 5 .1; I ;:. .CATED this daY of •• e GRANTEE CiTy•CFAUKtAIILA / **** N1/41‘1*1\44244 Mayor/ ATTEST: City Clerk " 44' • • • • • d ezittex., . . .3 ' ',•. . .. ,. . r : . : . ■ : . . .„• STATE oFftvAomiNOToN ) ) ss. Copty of King ) • On tlus:: , day of GY.- , 20 0E before me, the undersigned, allotaryisublic iri and for the State of Washington, duly commissioned and sworn, personrilly-aPpeared ri-cirno (It+ and 3 Gt. neLierevL , lmown to me to be the Mayor and City Clerk, respectively, of WY Or TOICWITA.,.the municipal corporation that executed the foregoing instrumerit a4m9ivledied4tito be the and voluntary act of said municipal corporation, for the uses and perposes mentioned in this instrument, and on oath stated that • . he/she was authorized to execute said rp.striunpt. WITNESS my hand and official seal hereto Axed the day and year above written. 2006. EXHIBIT A LEGAL DESCRIPTION OF PROPERTY , .. .., .. .. .... ..,,, .BEQINNING...X1 A POINT 180.6 FEET SOUTH AND 237.63 EAST OF •THE .ICIOR^THWEST OORNERIOF LOT 56, RIVERSIDE INTERURBAN Tom/ Aqcorsit4c T0., THE Pt& THEREOF RECORDED IN .,.., voLpme 1 OE Pt:ATS„ii,la 74i 4 RECORDS OF KING COUNTY, WASHINGTON; / E J/ r e 1 RUNNING.. WIEN& WORTH 05, .4 THE TRUE POINT OF BEGINNING; THENCE EAST 1ti .01E: EAST UNE OF SAID TRACT; THENCE NORTHERLY 41-011/210 SAILVEAST'LINE OF SAID TRACT; THENCE NORTHERLY ALONG .:SAID EAST UNE TO .11 NORTHEAST CORNER OF SAID *CT; - rattcp: WESTERLY Alpo THE NORTHERLY LINE OF SAID 'TRACT IQ's' A POINT DUE NORTH OF THE TRUE POINT OF BEGINNING;:' THENCE /TO THE TRUE POINT OF BEGINNING. '"A :; ;' .;: .e ... , ...-.. , .. 1 2 SITUATE IN THE COUNTY OF KING, STA,Ti .�F ,,WASHINGThN. .. ) J :, i . .: . :. . ) '. - ::: .... .0..... .1. January 12, 2007 Rich Rowley R House Construction 1001 N Tacoma Av Tacoma WA 98403 RE: CORRECTION LETTER #1 Development Permit Application Number D06 -395 R House Construction — 4135 S 130 St Dear Mr. Rowley, 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 and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Planning Department: Rebecca Fox, at 206 431 -3683, 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. end File No. D06-495 City of Tukwila Department of Community Development Steve Lancaster, Director PAlennifa`Corccoon Loners \2006\D06 -395 Correction Ltr #I.DOC jem 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: November 1, 2006 Project Name: R House Construction Permit #: D06 -395 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. Lot topographical lines indicate the lot slopes approximately 7-8 feet the length of the house. The plan elevations (Sheets A3-1, A3-2 and A4-1) are not consonant with the site plan topography as indicated. Engineering calculations reference a two story house construction. The engineering does not account for the stepping foundation construction. The one end of the building may qualify as 3 story house construction depending on the height of the east end foundation. In this case additional engineering may be needed for the additional story construction. Provide plans with elevatiosn that indicate actual site conditions with stepped foundation construction. Provide details that show the stepped foundation meets code or provide engineering for the stepped foundation. (IRCR602.11.3) 2. Sheet S-4 indicates a circled key with no reference. Provide the key reference number or remove if not applicable. In addition to that same page specify hardware for all post to beam, beam to beam and provide methods for connections at beam pockets. (IRCR106 -1.1) 3. Sheet A4-1 floor insulation shows R -19. Show floor insulation as R -30. (R408 -3 & R807) 4. Show provisions and location for attic and crawlspace access. (R408-3 & R807) 5. Identify windows that require safety glazing. (R308.4) 6. Identify mechanical equipment protection on the plan. In addition provide information that identifies mechanical equipment location and elevated to meet code. 7. Identify required smoke alarms on the plans. 8. Identify mechanical ventilation for bathrooms, laundry and kitchen. Provide notations for whole house ventilation that meet code. (M1506.3 & 2004 WSVIAC 302.2.1) 9. Provide "general construction notes" page that list or identifies current International codes relative to residential construction. Identify local jurisdiction code compliance for the City of Tukwila. General notes shall include some of the items mentioned above as well as material specifications for doors, windows, siding, ventilation, energy code requirements etc. as it relates to residential building construction. (IRC R16.1.1) Should there be questions conceming the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. DATE: CONTACT: RE: ADDRESS: ZONING: January 3, 2007 Rich Rowley D06 -395 4135 S 130 St LDR PLANNING DIVISION COMMENTS The Planning Division of DCD has reviewed the above permit application. submitted cannot be approved. The application as Additional information must be provided regarding the retaining walls. If the exposed wall is greater than 3' in height, it is considered a structure per Tukwila Municipal Code (TMC) 18.06.800 and shall not be located in a setback area. A separate building permit and additional engineering may be required depending on the wall's height, if it contains a surcharge or the site contains or is adjacent to a sensitive area, including steep slopes, as defined in TMC 18.45. Please refer to the attached "Residential Retaining Wall Guidelines" sheet for additional information. • October 20, 2006 Rich Rowley R House Construction 1001 N Tacoma Av Tacoma WA 98403 Dear Mr. Rowley: Sincerely, Enclosures File: D06 -395 4 htitt4,44i19 arshall hnician City of Tukwila RE: Letter of Incomplete Application # 1 Development Permit Application D06 -395 R House Construction — 42xx S 130 St 1. Indicate location of the nearest fire hydrant on the site plan. If you have any questions, please contact me at the Permit Center at (206) 433 - 7165. P:Venniter \Incomplete Letters \20061Building\D06 -395 Incomplete Ltr #1.DOC jem This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 18, 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: Fire Department: Man Metzler, at 206 575 -4407, if you have any questions concerning the following comment. 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. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Building Department: Mien Johannessen, at 206 433 -7163, if you have any questions concerning the attached comments. 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 throueh the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: October 19, 2006 Project Name: R House Construction Permit #: D06 -395 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. 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 site plan does not show a footing or roof -drain discharge system. Provide additional plan details to identify a footing drain or a crawl space water discharge system. Show rcof drainage system or downspouts. The footing discharge system will generally be separate from the roof drain system. Refer to the geotech report provided for any recommendations. Coordinate any combined discharge systems with the Tukwila Public Works Department. The intent is that groundwater will not accumulate in the basement or crawl space. (IRC R405.1, R408.6) 2. The site plan does not clearly identify building setback dimensions. Provide dimensions for the setbacks on the site plan. (Please note above "PLAN SUBMITTALS" "all sheets shall be the same size" this includes site plan.) (IRC 106.1.1 & 106.2) 3. The building overhangs shall not exceed 18" in the required building setback. Revise plan to clarify roof overhang with dimensions that show roof over hang shall meet setback requirements. (TMC 18.06.740) Should there be questions conceming the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. `' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D06 -395 DATE: 10 -24 -06 PROJECT NAME: R HOUSE CONSTRUCTION SITE ADDRESS: S 130 ST Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS :: � Bufld r g Division Publi�cS Works D aWl. AWL -IC `a4 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2.28-02 AV AT Fire Prevention Structural Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Rf Planning Division ❑ Permit Coordinator ❑ DUE DATE: 10-26-06 DATE: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DUE DATE: 11 -23 -06 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) le Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: if4' Departments issued corrections: Bldg '.1 Fire ❑ Ping' PW ❑ Staff Initial '1� ACTIVITY NUMBER: D06 -395 DATE: 10 -18 -06 PROJECT NAME: R HOUSE CONSTRUCTION SITE ADDRESS: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: But ng i i 4 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 0-19-06 Complete ❑ Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: tO 11.0 me Departments determined incomplete: Bldg p(1 Fire Z Ping ❑ PW ❑ Staff Initials:, TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 " PERMIT COORD COPY``" PLAN REVIEW /ROUTING SLIP ail dtot ,0 ) Fire Prevention Structural LETTER OF COMPLETENESS MAILED: DATE: DATE: Planning Division ❑ Permit Coordinator ❑ Not Applicable ❑ No further Review Required DUE DATE: 11-16-06 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila Department of Communk Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: htta: //www.cl.tukwila.wa.us 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: r Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner // Project Name: `[ � S / � �/� ��/ u s is- crnJs , Project Address: q re, t X�7 (30I Contact Person: gc C H- RAIN 1- tr7 Phone Number: Z5) 37 7 Zo 7 c J Summary of Revision: j 1'A Entered in Permits Plus on et' Ug appbcationsVorms- spplteations on line revision submittal Created: 8-13 -2004 Revised: 5 4 »a-' - cam Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A Jl D Steven M. Mullet, Mayor Steve Lancaster, Director RECEryEp Crn' rf IMnnu FEB 0 2 2001 January 29, 2007 Allen Johannessen City of Takwila Plans Examiner 6300 Southcenter Blvd., Suite 100 Takwila, WA 98188 Phone: 206 -431 -3670 Fax: 206-431 -3665 R HOUSE CONSTRUCTION 1001 Tacoma Ave. North Tacoma, WA 98403 Ph: 253- 377 -2079 Re: Correction Letter #1 Development Permit Application #D06 -395 R House Construction - 4135 South 130st Subject: January 12th 2007 Letter Review Comments Dear Mr. Johannessen: This letter is in response to your January 1 2007 review comments letter. Plan Review Responses: 1. Existing lot topography slope approximately 7 -8 feet. There will be rock walls along the west and south-west corner of the property and cut in some area with fill in other area on site. See new revised sheet A3 -1, A3 -2 and new building section on A4-0. 2. A circled key note on sheet S-4 is not applicable, it is removed. 3. Sheet A4-1 floor insulation is changed from R -19 to R -30. 4. An attic access of 24" x30" is in Den as shown on sheet A2 -2. A crawl space access is provided as shown on foundation plan sheet S-3. 5. Safety glazing for the windows and doors are shown on the plan on sheet A2 -1 and exterior elevations on sheet A3 -1 & A3 -2. 6. See floor plans on A2 -1 for artificial light location in the immediate vicinity of landing of the stairway per IRC R303.6. 7. See main floor and upper floor plans on sheet A2 -1 and A2 -2 for smoke & fire alarm location. Sincerely, ice( / u Rich Rowley cc: TW 8. See main floor and upper floor plans on sheet A2 -I and A2 -2 for exhaust fans for bathrooms, laundry room and kitchen. 9. General note is added that the project has to comply with the local jurisdiction code - City of Takwila, comply to Washington State Energy Code and comply to IRC 2003 code. Attached with this letter are two complete sets of revised plan. The revised plans reflect all the additional information as required per your review comments. 377 Please call me at 253 - 333- 4502-or Tzzy Wong the architect at 253- 232 -5342 If you have any questions City of Tukwila Project Address: 42xx S 130 St Contact Person: Rug pplicattons orms- applications on line vision submitta Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206431 -3665 Web site: http.• / /www.cttukwila.wa.us REVISION SUBMITTAL 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 -395 Z Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # _ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: R House Construction Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of revision including date o Received at the City of Tukwila Permit � �by: Entered in Permits Plus on Ib[Z t{%9 Steven M. Mullet, Mayor Steve Lancaster, Director CITY OFTU U OCT 2 4 2006 PERMIT CENTER Phone Number: On 37 7 Z67? .x ^. ,�^i.r a';�rkY ^a'�nhytlli���P. She address (a ach map ndlagal description showing hydrant location and size of main); � ��IWMrIF , � M� vA ∎ �d�'� 4 tau Address: Name: Address: Phone: ZT 3 -3.7 7 Z..n ce rtificate Is for the purposes at esidentlel Building Permit Commercialnndustdal Building Permit Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant td the closest point of structure is ft. Area is served by (Water Utility Olstdct): C lih1/4- 4 Ow r /Agent Signature 1. 2. 3. CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 96188 Vic The proposed project la within Elotcreimprovements required. The Improvements required to upgrade the water system to bring it Into compliance with the utilities' comprehensive plan or to meet the minimum flow' requirements of the project before connection and to meet the State cross connection control requirements: (We separate sheet if more room to weeded) TUG1 ❑ Preliminary Piet ❑ Rezone 1 txu 1.t . (Ct 4. Based upon the Improvements listed above, water can be provided and will be available at the site with a flow of 1/ 915 at 20 psi residual for a duration of 2 hours at a velocity of zz fps as documented by the attached calculations. 5. Water availability: -- -Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project 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 information Is true and correct. �G /ilq Cv wvt-T, O K-r '725 25°22— g •—CL7 Agency /Phone CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district ��(� PERMIT NO.: I.f i Ol ' C Phone: CITYOFTIJKWILP 4 Short Subdivision OCT 18 ?nob Other PERMITCENTFR Date e This certificate is not valid without Water District No. 125's attachment entitled Attachment to Certificate of Water Availability." Permit Center /Buildtg Division: 1OGs31'J670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 (City /County) Lgo 3`IS gpm /0 -/ Date ��I9 t rcr /0- 15'--07 Part A: (To Be Completed by Applicant Purpose of Certificate: tc. Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: 0 Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: iextise en of Phone: lz rah 7R.3 37'1 - 2074 Property Address or Approximate Locati Tax Lot Number. 1 N )C)C. YY) e }�cth w 7�3iji ti) 08 503 Leg „ al � Description(Attach Map and Legal Description if necessary): RAT e_ii Part B: ; (To ;Be Completeii by Sewer Agency) 1. W a. Sewer Service will be provided by side sewer connection only to an existing 6 // size sewer (WI feeti ern the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 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. Zj 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: $ CI1 y E CEIVED a. District Connection Charges due prior to connection: UKVVI GFC: $ SFC: $ UNIT: $ TOTAL: $ OCI 1 8 ?f1O5 (Subject to Change on January 1st) PERMITCENTER ling County/METRO Capacity Charge: Currently, $4250.70 /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 �1 n .t 1 c. Other. Cahn c -In he_ 4,p+vw er..i n rt ec(-4b,.. , °rsT ! rwu a herr, trio S15 By 14816 Military Road South P.O. Bo�.,,)550 Tukwila, WA 98168 Phone: (206) 2424236 Fax: (206) 242 -1527 CERTIFICATE' OF SEWER AVAILABILITY /NON - AVAILABILITY X Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby ertify that the bove sewer agency information is true. This certification shall be valid for one year from y - date of sig re. Date 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"), 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 whether 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 orthat 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, City 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 necessary 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 Property 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. Iac.. 'ge that I and nderstan the A.plican' W �gnatare ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON- AVAILABILITY eceived the Certificate of Sewer Availability/NonAvailability and this Attachment, terms and conditions herein. (6 l /7 /O Date The Talon Group a Division of First American Title Insurance Co. Situate in the County of King, State of Washington. Tax Parcel Number: 734060-0843 -02 Exhibit "A" Real property in the County of King, State of Washington, described as follows: Commitment No.: 561701 Beginning at a point 180.6 feet South and 237 63 feet East of the Northwest corner of Lot 56, Riverside Interurban Tracts, according to the Plat thereof recorded in Volume 10 of Mats, Page 74, Records of King County, Washington; Running thence North 95 feet to the true point of beginning; thence East to the East line of said tract; thence Northerly along said East line of said tract; thence Northerly along said East line to the Northeast corner of said tract; thence Westerly along the Northerly line of said tract to a point due North of the true point of beginning; thence South to the true point of beginning. Form No. 1068 -2 Page 3 of 9 ALTA Plain Language Commitment License RHOUSCI000MR Licensee Name R HOUSE CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602026997 Verify Workers Comizfremium Status Ind. Ins. Account Id Business Type CORPORATION Address 1 1001 N TACOMA AVE Address 2 City TACOMA County PIERCE State WA Zip 98403 Phone 2533837738 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/19/2000 Expiration Date 6/23/2008 Suspend Date Separation Date Parent Company Previous License RHOIISC•033JS Next License Associated License Look Up a Contractor, Electric; an or Plumber License Detail Page 1 of 2 Look Up a Contractor, Electrician or Plumber Printer Friendly Version Find a Law or Rule Get a Form or Publication General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information Topic Index Contact Info Safety Claims & Insurance t Workplace Rights Trades & Licensing https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= RHOUSCI000MR 02/28/2007 la _3n- REGISTERED AS PROVIDED BY LAW AS CONST,CONT GENERAL - = ZaREGIST.. "# . )'-- iEXP:. DATE CCO1 RHOUSCIOOOMR 06 /23/2008 . EFFECTIVE DATE -07/,19/2000' ` , 5 .-_ Pc`010 : i 00,33 \3008 R HOUSE _.CONSTRUCTIONEINC `-'IJ : 2108 N 29TH ST TACOMACWA ; 98403 Signature issued by DEPARTMENT OF LABOR AND INDUSTRIES x x x x x x x x x x x x x