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Permit D11-198 - DESIGN IMPORTS INDIA - TRUCK RAMP, CURB AND LANDSCAPING
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D 11 -198 Design Imports 6700 Riverside Drive RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 56 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. DESIGN IMPORTS 6700 RIVERSIDE DR D11 -198 City okukwnla Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7888900164 Address: 6700 RIVERSIDE DR TUKW Suite No: Project Name: DESIGN IMPORTS INDIA DEVELOPMENT PERMIT Permit Number: D11 -198 Issue Date: 09/01/2011 Permit Expires On: 05/08/2012 Owner: Name: GREEN RIVERSIDE LLC Address: 265 CAREFREE WAY , FRIDAY HARBOR WA 98250 Contact Person: Name: JESSICA BRADLEY Address: 2505 3 AV, STE 324 , SEATTLEW A 98121 Contractor: Name: D P INC GENERAL CONTRACTORS Address: 19909 BALLINGER WAY NE , SEATTLE, WA 98155 Contractor License No: DPINCGC066BU Phone: 206 720 -7001 Phone: 206 - 361 -2989 Expiration Date: 01/31/2012 DESCRIPTION OF WORK: MODIFICATION OF EXISTING TRUCK RAMP AND REVISION (ENLARGEMENT) OF EXISTING CURB CUT AND LANDSCAPING REVISION #1 AFTER PERMIT ISSUED INCLUDES INSTALLATION OF ONE STORM DRAINAGE CATCH BASIN IN THE TRUCK RAMP AREA AND CONNECTING INTO THE EXISTING CB. Value of Construction: $51,000.00 Fees Collected: $14,249.21 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11-198 Printed: 11 -18 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: LTA Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. lj ,, Signature: \A4.J:it Date: 11-18-11 Print Name: Y V 11 /J 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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. 4: The special inspections and verifications for concrete construction shall be required. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection doc: IBC -7/10 D11 -198 Printed: 11 -18 -2011 approval. • 7: 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. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 10: 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. 11: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 12: Minimum 48 hours in advance the contractor shall call Public Works at (206)433 -0179 to schedule a pre - construction meeting with Public Works Project Inspector. Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 13: 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. 14: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control if needed. Sweep or otherwise clean streets to the satisfaction of Public Works each night around your construction zone (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 15: Any material spilled onto any street shall be cleaned up immediately. 16: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off-site or into existing drainage facilities. 17: From October 1 through April 30, cover any slopes and stockpiles that are 3H: IV or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 18: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 19: 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. 20: Driveway modifications shall be constructed in accordance with City standards; refer to City of Tukwila Commercial Driveway Detail RS -09. 21: Sidewalks shall comply with City standards; full sidewalk panel(s) might need to be replaced to accommodate new 60 -ft wide commercial driveway. Refer to City of Tukwila Sidewalk Detail RS -11. 22: Upon completion of the project the applicant shall post a two (2) years Maintenance Bond - minimum 10% of construction cost in the City Right of Way. doc: IBC -7/10 D11 -198 Printed: 11 -18 -2011 City Aukwnla • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7888900164 Address: 6700 RIVERSIDE DR TUKW Suite No: Project Name: DESIGN IMPORTS INDIA DEVELOPMENT PERMIT Permit Number: D11 -198 Issue Date: 09/01/2011 Permit Expires On: 02/28/2012 Owner: Name: GREEN RIVERSIDE LLC Address: 265 CAREFREE WAY , FRIDAY HARBOR WA 98250 Contact Person: Name: JESSICA BRADLEY Address: 2505 3 AV, STE 324 , SEATTLEW A 98121 Contractor: Name: D P INC GENERAL CONTRACTORS Address: 19909 BALLINGER WAY NE , SEATTLE, WA 98155 Contractor License No: DPINCGC066BU Phone: 206 720 -7001 Phone: 206 - 361 -2989 Expiration Date: 01/31/2012 DESCRIPTION OF WORK: MODIFICATION OF EXISTING TRUCK RAMP AND REVISION (ENLARGEMENT) OF EXISTING CURB CUT AND LANDSCAPING Value of Construction: $51,000.00 Fees Collected: $14,249.21 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIIB Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11-198 Printed: 09 -01 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y • Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be compile Private: Profit: N Private: I aft dkt Date: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pre e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perfo ce of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. �} 1 Signature: - Date: \QV\ Print Name: 46,er L,\ 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All 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. 4: The special inspections and verifications for concrete construction shall be required. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection doc: IBC -7/10 D11-198 Printed: 09 -01 -2011 approval. • • 7: 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. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 12: Minimum 48 hours in advance the contractor shall call Public Works at (206)433 -0179 to schedule a pre - construction meeting with Public Works Project Inspector. Contractor shall notify Public Works Project Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 13: 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. 14: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control if needed. Sweep or otherwise clean streets to the satisfaction of Public Works each night around your construction zone (No flushing allowed). Notify City Inspector before 12:00 Noon on Friday preceding any weekend work. 15: Any material spilled onto any street shall be cleaned up immediately. 16: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 17: From October 1 through April 30, cover any slopes and stockpiles that are 3H: 1V 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. 18: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 19: 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. 20: Driveway modifications shall be constructed in accordance with City standards; refer to City of Tukwila Commercial Driveway Detail RS -09. 21: Sidewalks shall comply with City standards; full sidewalk panel(s) might need to be replaced to accommodate new 60 -ft wide commercial driveway. Refer to City of Tukwila Sidewalk Detail RS -11. 22: Upon completion of the project the applicant shall post a two (2) years Maintenance Bond - minimum 10% of construction cost in the City Right of Way. doc: IBC -7/10 D11 -198 Printed: 09 -01 -2011 CITY OF TUKV4I`A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. TukwilaWA.gov Building Perk vlechanical Permit N Plumbing /Gas Permit No. Public Works Per: Project N ru 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 ** LOCATION King Co Assessor's Tax No.: 788890 -0164 Site Address: 6700 RIVERSIDE DRIVE, TUKWILA, WA 98188 Suite Number: Tenant Name: DESIGN IMPORTS Property Owners Name: MICHAEL EDWARDS, GREEN RIVERSIDE LLC. New Tenant: Floor: Yes Mailing Address: 265 CAREFREE WAY FRIDAY HARBOR City State ❑ ..No 98250 Zip CONTACT PERSON — who do the your permi eady to be issued Name: JESSICA BRADLEY / CRAFT ARCHITECTS Mailing Address: 2505 3rd Ave. Suite 324 E -Mail Address: JESSICA @CRAFTARCHITECTS.COM Day Telephone: SEATTLE City Fax Number: (206) 720 -7001 WA State (206) 720 -2949 98121 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Inf+rntation for Mechanical (pg4) for Plumbing and Gas Piping (pg 5 Company Name: DP INCORPORATED Mailing Address: 19909 BALLINGER WAY NE Contact Person: QUINN ANDERSON E -Mail Address: QUINN @DPINC.NET SEATTLE City State Day Telephone: (206) 361 -2989 Fax Number: 98155 Zip Contractor Registration Number: Expiration Date: RCHITECT OF RECORD;- f p, ns tnu be stamped by Architect of Record Company Name: CRAFT ARCHITECTS Mailing Address: 2505 3rd Ave. Suite 324 SEATTLE 98121 Contact Person: KATHY CRAFT E -Mail Address: KATHY @CRAFTARCHITECTS.COM City State Zip Day Telephone: (206) 720 -7001 Fax Number: (206) 720 -2949 ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: SHUTLER CONSULTING ENGINEERS, INC. Mailing Address: 12503 BEL -RED ROAD, SUITE 100 Contact Person: JOHN HEADLUND BELLEVUE City State Day Telephone: (425) 450 -4075 E -Mail Address: Fax Number: f 450 -4076 98005 Zip FC\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised 7 -2010 bh Page 1 of 6 PERMIT I, ►T)iO ` .J6 -43 Valuation of Project (contractor's bid price): $ WI , 0D0• ap Existing Building Valuation: $ Scope of Work (please provide detailed information): MODIFICATION OF EXISTING TRUCK RAMP AND REVISION EXISTING CURB CUT AND LANDSCAPING. Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. P vide All Building Areas 1s F1 erinr Remodel Addition to Existing Structure Type of ruction per Type of Occupancy per IBC 59,466 0 0 0 111B 7,991 0 0 111B B `Floors thru Baser Acc my Si ctur Attached Garage Detach Attached Ca Detached C overed k Llncov ck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of 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: 94 Compact: Handicap: 3 Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No 1f `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 T APPLICATION NOTES — pplcabl o al I permi ppiiication 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 OWNE Signature: Print Name: RIZED AGENT: Mailing Address: 2505 3rd Ave. Suite 324 Date: 06/24/2011 Day Telephone: 206- 720 -7001 SEATTLE WA 98121 City State Staff Initials: Date Application Accepted: 0(1119 -L.1 1 tl Date Application Expires: 12-1 2- I h H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised. 7 -2010 bh Zip cr Page 6 of 6 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.TukwilaWA.gov Parcel No.: 7888900164 Address: Suite No: Applicant: DESIGN IMPORTS INDIA 6700 RIVERSIDE DR TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -198 ISSUED 06/24/2011 09/01/2011 Receipt No.: Initials: User ID: Payee: R11 -02520 WER 1655 Payment Amount: $49.75 Payment Date: 11/18/2011 09:51 AM Balance: $0.00 DP INCORPORATED TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 3234 49.75 Account Code Current Pmts PW ADDL PLAN REVIEW 000.345.830 Total: $49.75 49.75 doc: Receipt -06 Printed: 11 -18 -2011 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.TukwilaWA.gov Parcel No.: 7888900164 Address: 6700 RIVERSIDE DR TUKW Suite No: Applicant: DESIGN IMPORTS INDIA RECEIPT Permit Number: D11 -198 Status: APPROVED Applied Date: 06/24/2011 Issue Date: Receipt No.: R11 -01920 Initials: User ID: Payee: JEM 1165 Payment Amount: $648.00 Payment Date: 09/01/2011 10:38 AM Balance: $0.00 DP INC - GENERAL CONTRACTORS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 3149 648.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW 000.322.100 000.342.400 000.345.830 Total: $648.00 250.00 199.00 199.00 doc: Receiot -06 Printed: 09 -01 -2011 City olPTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 7888900164 Address: 6700 RIVERSIDE DR TUKW Suite No: Applicant: DESIGN IMPORTS INDIA RECEIPT Permit Number: D11 -198 Status: PENDING Applied Date: 06/24/2011 Issue Date: Receipt No.: R11 -01698 Payment Amount: $12,000.00 Initials: VIER Payment Date: 08/05/2011 03:19 PM User ID: 1655 Balance: $0.00 Payee: DESIGN IMPORTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 054742 12,000.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING BOND /DEPOSIT 000.239.100 12,000.00 Total: $12,000.00 doc: Receiot -06 Printed: 08-05 -2011 110 1 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.TukwilaWA.gov Parcel No.: 7888900164 Address: 6700 RIVERSIDE DR TUKW Suite No: Applicant: DESIGN IMPROTS RECEIPT Permit Number: D11 -198 Status: PENDING Applied Date: 06/24/2011 Issue Date: Receipt No.: R11 -01303 Initials: User ID: Payee: JEM 1165 Payment Amount: $1,601.21 Payment Date: 06/24/2011 12:03 PM Balance: $0.00 CRAFT ARCHITECTS, PLLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 005195 1,601.21 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $1,601.21 967.70 629.01 4.50 doc: Receiot -06 Printed: 06 -24 -2011 Pre 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 Permit Inspection Request Line (206) 431 -2451 Pr ject: 1 Is i 1 - Type of Inspection: I" Acjdr7° 0 ki `( A 44' C� Date ailed: �� i . / .... Special Instructions: F related Date Wanted: 12 i (,� � / / / /.r►' p.m. Requester: i c,raAIect Phone 00(0 —. a .SS — C.9 R ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: - Gin. \e,i • C b`r t.1 3 Cid u.loJ K f. 1zAff(i De. (...1.4-1 e <A- 1414, r //s . - F related — c,raAIect r ... Inspector: 11 1-7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit 01 —1qF INSP CTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 fa., (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • Project: . ' —' . b : &N ,_-A4MftS Type o Inspection: ; xi AL- 8 a: 16 .''16 Address: AA td o� A:VCrS,,*e Date Called: - ,7IA. .'16 Special Instructions: . Date Wanted: . a.m. 12 -(4-(1 r Requester: R P�ione No: Z.1061 -2Ss- 692_ Approved per applicable codes. aCorrections required prior to approval. COMMENTS: / 'A -4 1 9 InsPeEtor: IDate:1 714_ ( REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecti;,on. T INSPECTION RECORD Retain a copy with permit INSPE TIO NO. PERMIT NO. CI Y OF TUKWILA BUILDING DIVISION C- 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 AIL 0" - i5g P oject: 4Is : 6a/ ---11V x.73 Type of Inspection: f J D �n Address: rA 7 0 o i2 . ver -3 ,t oL._. Date Called: Special Instructions: Date Wanted: - " a.m 1 1 - s--(/ p.m. Requester: Phone No: 7,0 i0- 25S -6g7F( Approved per applicable codes. a Corrections required prior to approval. COMMENTS: FAMsti en nprt me i ?L r£ 4 P (W. j Ac '3 6 t, Iri ! rr 1 ,) n ,i c.. tai p e L3 m 2 e , grl AP c.o.. f J-eYr- 4 uci lkhti e (r \1eIker—AJ. 4 fiA2 `r->> f.� J;ttQ: c,�'n` eIN tt1'S c,i� ,# ,6- "t s pea s� �-ti j rej A-��; . 6 -e o O' �j� l' — V / Inspect AY? 1Date:1 ( J ' l F-7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206)431 -3670 Project: l(e)4J j Iv\ PcJR w S Type of Inspection: roar 1 w U Address: 6)-7no Rtk192s■60 .DQ Date Called: Special Instructions: ( t( 4ijt 39 ti1 Date Wanted:. tl -7 —il '� .m: Requester: A f4 F0 . Phone o: ,-.,64 ?GS -C. ci 7,P DApproved per applicable codes. Corrections required prior to approval. COMMENTS: t Inspector: 'Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ow V12 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projects nP' 17 ) lr f fr.V /4i Type of Inspection: / - }/ /� �/ y �� /(1I 7-Ir7 Ai A ress: • Date Cale .511)(01 Special Instructi • ns: C >� 5c-4- G rld elm Date Wante • :. 11-49 /- 1/ 141`r& a.m. . Requ ster: 4E3 . Or'- ±o P one No: 1 e- Ucilq- Approved per applicable codes. E Corrections required prior to approval. COMMENTS: . .511)(01 C >� 5c-4- G rld elm -Ib ex s�,n on - SiP' 4E3 . Or'- ±o L0c k 1 . 1.15 Aa. t+ 4 I,(( t.c. (41d vie xi Inspector: Date: 11/4-ill ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. 197 13++'. Intr �t 7.77.71s j ,. ; �'1uu. •' :+ 7-- J -•• • - • . - -r. - • . • r. - a 4 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. icR CITY OF TUKWILA BUILDING DIVISION (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 projecntw � � � \)k k ipM M Type of Ins ion: 4_ [� dp�0O (�ikH S(04 bile Date Calle 1 ��Q I) ( _—.. Special Instructions: Date Wanted: 11 i r� a.m. Ir71i \p.m. Reques er� 'w , kk � � I� � �"'� f Phone o:e ()SS-- 4-k97 g Corrections required prior to approval. COMMENTS: - C.Vr6 Ara q(44---er po(,(e -1 ( c;11 Sfond64rd S _ �rair c..ati.1k :Air II Lam, 0,'1 Fi'etry I(118)f1 . poor,d Inspector: V5 Date: Il /IV fl n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. cols • 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 Permit Inspection Request Line (206) 431 -2451 -Du -)eii? ero�'ect:: �^'` _ j G.lon ,r ?7?0? f- N- TrY�, Type of Inspection* C � dj, A d(ess: j(1 ._ ( 7Do l {flew -6(9 b r Date Called: ii % /// Special Instructions: J QG( /' , Y7 9 C Li r h. ` 1 �J ft)Clit Date Wanted:. �.m / / //0// / `p..i Request : '1 171,1k A., Phone No: 515 i71- DApproved per applicable codes. COMMENTS: aCorrections required prior to approval. For ; S+ 0r clarl/j A 0- Og. 4-0 �0(.t r . s Inspector: D5 Date: II hot!I REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 0i". ri _ � dPd. AG tR • 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 Permit Inspection Request Line (206) 431 -2451 pit - l�� Pr,o ct: Type of Inspection: Add ess: Date Called: Special instructions: Ca it `!� An) r 17r' . 1 Date Wanted: . a.m. Requester: Phoaqolo , 5.- 6970 Approved per applicable codes. ECorrections required prior to approval. COMMENTS: RC-- (d/? (Ofr1 u,J ,I qt..;)( 4M .s ri169(e[%� 1 \ • Inspector: D5 Date: I Itl301 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. l,W Pry- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit III -fl PERMIT NO. Pro'ect: .S ► ✓1 T71 t) r1 cLc.ei Type of I ction: e - e0 i'1 Ad ress: v !o7©d i/e /Side br Date Called: C°06//11 Special Instructions: Cl (t o50 ar n, --te5 -fir , D r -to re-(0 n • Dste Wanted: 1u, �% l f b(e /II p.m. Requester: �� flu -f$�•na n Phone o: lrApproved per applicable codes. Corrections required prior to approval. COMMENTS: - Pre -coo (6nduch(2 Inspector: DS Date: 70 ri$60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Mir la.. 'SAM === K12IZ2IIT1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 12, 2011 RECEIVED MCI 7 Sie City of Tukwila Building Department 6200 Southcenter Blvd. Tukwila, WA 98188 RE: Final Letter Design Imports 6700 Riverside Drive Tukwila, WA To Whom It May Concern: AWE KA No. 066 -11260 Permit No. D11 -198 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Reinforced Concrete Inspection To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2009 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC William Throne Operations Manager Puyallup CC: DP, Inc. With Offices Serving The Western United States 922 — Valley Avenue NW Suite 101 • Puyallup, WA 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 /11111 SHUTLER _ ■ CONSULTING MY MEI ENGINEERS, INC. 12503 Bel -Red Road., Suite 100, Bellevue, WA 98005 • (425) 450 -4075 • (425) 450 -4076 Fax FAX - MEMORANDUM DATE: November 10, 2011 RECENED DEC 27 20N1 TO: Ken Milton GOMMUNtTY DP Inc. DEVELOPMENT Fax/Email: ken @dpinc.net FROM: John Headland, P.E. RE: Design Imports Tukwila, WA Number of Pages 1 Per our conversation, epoxy is being used to tie rebar into th existing concrete for the new dock leveler pits. Special inspection was not specifically shown in Section SKS -2. I have reviewed the condition and found there are no specific design loads to the epoxied rebar. Special inspection may be omitted for this use. However, the epoxy still needs to be installed per the manufacturer's recommendations. If you have any further questions, please give me a call. Other Plant No. Slump % Air Inch 1 13:45 1 M019 1 258379 1 5.3 1 4 1/2 1 67 1 60 1 - A: s• .111=. arAMIr -trt MOIL. RECEIVED 27.219 Sitr 1k•ra,i „acid rau;i tt& is 44tit •t1Y With fees in the Western ITS Ey C:_t MEN <'0r7ulralc atrn 559.3.1N._ 2ur. DATE: 11/9/2011 PROJECT # : 066 -11260 PROJECT : Design Imports LOCATION : 6700 Riverside Drive PROJECT MANAGER : Bill Throne Concrete Report Number: 11260CR110911 -JB CONTRACTOR: DP Incorporated PERMIT # : D11 -198 INSPECTOR : Joe Bistryski JURISDICTION : City of Tukwila WEATHER: Partly Sunny TEMP: 60 Field Data Concrete: Supplier. X Miles Time Truck # Ticket # 201 Mix Temp F Site Mix: Air Unit Temp F Weight 1 1 Placement Area Location RETAINING WALL FOOTING SOUTH LOADING ENTRANCE. Remarks (1) SET OF (5) 4X8 CYLINDERS CAST. Please Refer To Field Repot Number : 11 260 DFR110911 -J B Inspector: J. BISTRYSKI Reported Batch DATA Cement Type Design Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand lbs Water Admixture Admixture Admixture Air Ent (Oz1 cwt. ) Water Added On Job Site (Gals.) 1/2 Ea Actual 0160A 0160A 564 561 1860 1865 1260 1253 275 229 5.6 5.6 Field Test ASTM Method C143 X C138 C1064 X C173 C31 X OTHER X Laboratory Data Design Strength 3000 At 28 Days Date Specimans Recd CyI. Code 2311 -1 2311 -2 2311 -3 2311 -4 2311 -5 Test Date 11/16/11 12/7/11 12/7/11 Field Cure Age 12/7/11 7 Dim. Area Wt. Max Load Comp. Strength Set Tested By Brk Typ 111/10/2011 Test Method ASTM C39 X 4.01 12.63 38940 3080 1 DH 2 ASTM C109 28 4.01 12.63 53025 4200 1 DH 3 ASTM C617 28 28 H 4.01 12.63 56205 4450 1 DH 2 4.01 12.63 55445 4390 1 DH 2 1 ASTM C1231 ASTM C1019 X AASHTO -T22 Test Results Remarks: Results Reviewed By: X Date: /Z-7_ / Code For Break 12. Cone 113. Cone 4 Split Shear I Shear Offices Serving The Western United States Concrete Report Revd EH. 1421d8 The information provided on the report is propoired for the exclusive use of the client, and may not be reproduced in any format without the written permission of the clien and Krazan & Associates Types: 1 Cone / 1 5. Columnar Split Conforming Non - Conforming 3000 1 Are a IMF a. --t- DATE: 11/14/2011 PROJECT # : 066 -11260 PROJECT : Design Imports LOCATION : 6700 Riverside Drive PROJECT MANAGER : Bill Throne Site tievaupwwevi -Coalman With offices in the Western US Corporate office 559.340o RECEIVED DEC 2 -7 20111 DOMMUNITY Concret PMIEN IT Number: 44373 CONTRACTOR: DP Incorporated PERMIT # : D11 -198 INSPECTOR : Dan Riedner JURISDICTION : City of Tukwila WEATHER: Clouds Field Data Concrete: Supplier. X Miles Time Truck # Ticket # Other Plant No. Slump Inch % Air 201 Mix Temp F Site Mix: Air Unit Temp F Weight 10:00 1 M155 1 258525 1 4 6 1 60 1 - 1 Placement Area Location Remarks LOADING RAMP WALL PLACED BY LINE PUMP. CONSOLIDATED WITH VIBE WHIP. Please Refer To Field Repot Number : 145043 Inspector : D. RIEDNER TEMP: 45 Reported Batch DATA Cement Type Design Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. (Oz /cwt.) 1/2 Actual 0360A40 564 547 1100 1097 1880 1875 37 34.5 2.8 2.8 Water Added On Job Site (Gals.) C143 C1064 C31 Field Test ASTM Method X X X C138 C173 OTHER X Laboratory Data Design Strength At 28 Days Date Specimans Recd 11/15/2011 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 2338 -1 11/21/11 - 7 4.01 12.63 - 42960 3400 1 DH 2 ASTM C109 2338 -2 12/12/11 - 28 4.00 12.57 - 61945 4930 1 DH 2 ASTM C617 2338 -3 12/12/11 - 28 4.00 12.57 - 61340 4880 1 DH 2 ASTM C1231 X 2338 -4 12/12/11 - 28 4.00 12.57 - 62220 4950 1 DH 2 ASTM C1019 2338 -5 - H - 1 AASHTO -T22 Test Results Remarks: I X Conforming Results Reviewed By: a Date: /2_2_ zi Non -Conforming Code For Break Types: 1 Cone 2. Cone Split 3. Cone Shear X _ 4 Shear / 5. Columner Split Offices Serving The Western United States Concrete Report Rev 4 Eff. 10.21 -08 The information prevtded on this report is prepeired for the exclusive use of the client, end may not be reproduced In any format without the written permission of the Wien and Krezen 8 Associates MIL s DATE: 11/9/2011 PROJECT # : 066 -11260 PROJECT : Design Imports LOCATION : 6700 Riverside Drive PROJECT MANAGER : Bill Throne e.:7141 -fl f • I Sitv W iK ut VN`, t 1 E ro Report With offices in the Western Corporate office £59.34 Number: 11260CR110911 -JB CONTRACTOR: DP Incorporated PERMIT # : D11 -198 INSPECTOR : Joe Bistryski JURISDICTION : City of Tukwila WEATHER: Partly Sunny Field Data Concrete: Supplier: X Miles Time Truck # Ticket # Other Plant No. % Air 201 Site Mix: Slump Mix Air Unit Inch Temp F Temp F Weight 13:45 1 M019 1 258379 1 5.3 1 41/2 1 67 1 60 1 - Placement Area Location Remarks RETAINING WALL FOOTING SOUTH LOADING ENTRANCE. (1) SET OF (5) 4X8 CYLINDERS CAST. Please Refer To Field Repot Number : 11260DFR110911 -JB Inspector: J. BISTRYSKI TEMP: 60 Reported Batch DATA Cement Type Design Mix No. Cem. Lbs. F. Ash lbs. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. (Oz /cwt.) 1/2 Actual 0160A 0160A 564 561 1860 1865 1260 1253 275 229 5.6 5.6 Water Added On Job Site (Gals.) 0 Laboratory Data Design Strength 3000 At 28 Days Date Specimans Rec'd 11/10/2011 CyI. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 2311 -1 11/16/11 - 7 4.01 12.63 - 38940 3080 1 DH 2 ASTM C109 2311 -2 12/7/11 - 28 - 1 ASTM C617 2311 -3 12/7/11 - 28 - 1 ASTM C1231 X 2311 -4 12/7/11 - 28 - 1 ASTM C1019 2311 -5 - H - 1 AASHTO -T22 Test Results Remarks: I Conforming Results Reviewed By: Date: /(/ ,—/f Non - Conforming Code For Break Types: 1 Cone 2. Cone Split A 3. Cone Shear X 4 Shear / 5. Columner Split Offices Serving The Western United States Concrete Report Rev. 4 Eff. 1421 -08 The irdomretion provided on this report is prepaired for the erckrehe use of the cli rd, end may not be reproduced in any format without the written perms bn of tha don and Annan & Associate -_%- o- Bs DATE: 11/14/2011 PROJECT # : 066 -11260 PROJECT: Design Imports LOCATION : 6700 Riverside Drive PROJECT MANAGER : Bill Throne SitC *) Witballtiteitti ralilt0, With offices in the Western US Corporate qffioe 559.34 00 Concrete RepILC: O Jbrt t T Number: DG V § CONTRACTOR: DP Incorporated PERMIT # : D11 -198 INSPECTOR : Dan Riedner JURISDICTION : City of Tukwila WEATHER: Clouds Field Data Concrete: Supplier: X Miles Time Truck # Ticket # Other Plant No. Slump Inch % Air 201 Mix Site Mix: Air Unit Temp F Temp F Weight 10:00 1 M155 1 258525 1 4 6 1 60 1 - Placement Area Location Remarks LOADING RAMP WALL PLACED BY LINE PUMP. CONSOLIDATED WITH VIBE WHIP. Please Refer To Field Repot Number : 145043 Inspector: D. RIEDNER TEMP: 45 Reported Batch DATA Cement Type Design Mix No. Cent Lbs. F. Ash IDS. C. Agg. Lbs C. Agg. Lbs C. Agg. Lbs Sand Ibs Water Admixture Admixture Admixture Air Ent. (Oz /cwt.) 1/2 Actual 0360A40 564 547 1100 1097 1880 1875 37 34.5 2.8 2.8 Water Added On Job Site (Gals.) Field Test ASTM Method C143 X C138 C1064 X C173 C31 X OTHER X Laboratory Data Design Strength 3000 At 28 Days Date Specimans Recrd 11/15/2011 Cyl. Code Test Date Field Cure Age Dim. Area Wt. # Max Load Comp. Strength Set # Tested By Brk Typ Test Method ASTM C39 X 2338 -1 11/21/11 - 7 4.01 12.63 - 42960 3400 1 DH 2 ASTM C109 2338 -2 12/12/11 - 28 - 1 ASTM C617 2338 -3 12/12/11 - 28 - 1 ASTM C1231 X 2338 -4 12/12/11 - 28 - 1 ASTM C1019 2338 -5 - H - 1 AASHTO -T22 Test Results Remarks: I Conforming Results Reviewed By: „i!i _ �� Date: /(-e_. // Non - Conforming Code For Break Types: 1 Cone 2. Cone Split 1 3. Cone Shear 4 Shear / 5. Columner Split Offices Serving The Western United States Concrete Report Rev. 4 EH. 11121-09 The Informetbn provided on tits moon b prepeired for the exclusive use of the client. end may not be reproduced In eny format without the written permission of the Wien end Krazen 6 Associates azan ct ,l%> >\ & ASSOCIAIVS I 0.t till GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENG N fNG CONSTRUCTION TESTING AND INSPECTION DATE: 11/09/2011 PROJECT #: 066 -11260 PROJECT: Design Imports LOCATION:6700 Riverside Drive KRAZAN P.M.: Bill Throne FIELD REPORT NO.: 11260DFR110911 -JB CONTRACTOR: DB Incorporated PERMIT #: D11 -198 INSPECTOR: Joe Bistryski JURISDICTION: City of Tukwila WEATHER: Partly Sunny TEMP: 6 0 ° Krazan and Associates representative on site as requested for reinforcing steel bar inspection and concrete placement observation, sampling and testing at the following location: - Retaining wall footing at South loading entrance The elements of the reinforcing steel bars in the location noted above were visually inspected and found to be in place with the correct number of bars, sizing, spacing and clearances as detailed on Sheet SKS -3 dated 6/21/2011. The concrete was observed being placed at the location above via truck chute and consolidated by mechanical vibration. Samples were obtained and tested from the point of placement during discharge of the middle 1/3 of Toad. (1) Set of (5) 4x8 cylinders were cast for laboratory compressive strength testing. For additional testing information and details, refer to Krazan Concrete Report # 1260CR110911 -JB. Concrete placement was monitored for conformance with applicable codes and standards. Reviewed By: ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 1501 Field Report Technician: Joe Bistryski WABO # SI 01584 Offices Serving the Western United States Revision 5 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 Effective Date: 7 -29 -11 The information provided on this resort is prepared for the exclusive use of the client. This repenn may not be reproduced in any formai without the wrinen permission of the client and Krooan & Associates. This report indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final subminal. By signing this repent, our inspector does not accept responsibility for validity of results. The same infonoation has been provided by others on site. Page 1 of 1 I(ra23..IT1 & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: it it PROJECT #: O6G- /1 2100 � = FIELD REPORT NO: 14 5 0 4 3 In�. 11' X10tou .01 oolEL- V2 CONTRACTOR: b P JURISDICTION: k w4 ILA PROJECT: DE St &A/ - •po,t7-s PERMIT #: LOCATION: (y 70o ti' 11d s rot .D 2 INSPECTOR: DA. ' 21 co,,,E72. KRAZAN PROJECT MANAGER: $T WEATHER: TEMP: "1 S" K« Zw, 14 (-eel was O. 5 1S 1n t LdC +e d t p t- Lc, [. A.A.^ ia erAr,v w ,4 Li- • o„ c e ob GTr 1e c( 1/etn6 '-c-t- sfc -( IA ,li4fet. Ct) / r B Tug e. 5 K5 3. " 0 . .. r vEx77 444 At y JOw, / 2. "c. L. ic-r 4 ,, observ4. p kee_ • 11 X CLe 5t1� O 36 OR by p �/-t/E / u,,,,�P t'r' 11%1 t%� Co l.•g �li�v.� ,� GanSo�trlc.`� w, �� v /47 t- t� �. i A., r5 1"r i—cit 5 krt.z Gam- C(51%6'� .tnCL. tttrto�ZrS 40,- LA 4 - 4 - 5 4 - 4 .54- ,} 12-) 51'u) , d- 7N^ t o rc - F ei f y i ; _ P i re p o r +- VI 3-73 Equipment/Asset Number(s): To the best of my knowledge, the above WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: This report indicates our inspector's observation and testing results based on the site condition and contractor's activities. This information is subject to review prior to final submittal. By si ning this report, our inspector does not accept responsibility for validity of the results. Some Information on this report may have been provided by others on site. The information provided on this report is prepared for he exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assoc. Offices Serving the Western United States Bothell (425) 485 -5519 Gresham (503) 665 -3574 Poulsbo (360) 598 -2126 Puyallup (253) 939 -2500 nCll v FIFI n P PnRT 9009 dm EFFECTIVE: 4/22/2009 >_ = azan O� 2Blt11\ r co' . rp;�IELD & ASSOCIATES, INC.o�0yo REPORT NO.: 11260DFR111411 -JB GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 11/14/2011 PROJECT #: 066 -11260 PROJECT: Design Imports LOCATION:6700 Riverside Drive KRAZAN P.M.: Bill Throne CONTRACTOR: DB Incorporated PERMIT #:D11-198 INSPECTOR: Joe Bistryski JURISDICTION: City of Tukwila WEATHER: Overcast TEMP: 4 5 ° Krazan and Associates representative on site as requested for reinforcing steel bar inspection at the following location: - Retaining wall at South loading entrance The elements of the reinforcing steel bars in the location noted above were visually inspected and found to be in place with the correct number of bars, sizing, spacing and clearances as detailed on Sheet SKS -3 dated 6/21/2011. Reviewed By: ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 1501 Field Report Technician: Joe Bistryski WABO # SI 01584 fw( Offices Serving the Western United States Revision 5 Bothell (425) 485 -5519 • Poulsbo (360) 598 -2126 • Puyallup (253) 939 -2500 Effective Date: 7 -29 -11 The information provided on this rgson is prepared for the exclusive use of the client. This rcpon may not be reproduced in any format without the wrinen permission of the client and Krazan & Associates. This repon indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to final subminal. By signing this resort, our inspector does ool accept r spousibility for validity of results. The same inf tatico has been provided by others on site Page 1 of 1 Ihl! ', 1w I'lT1, 1 Ill SHUTLER CONSULTING ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 STRUCTURAL CALCULATIONS FOR: RETAINING WALL & DOCK LEVELER -- DESIGN IMPORTS 6700 RIVERSIDE DRIVE TUKWILA, WASHINGTON ARCHITECT: CRAFT ARCHITECTS 2505 THIRD AVE., SUITE 324 SEATTLE, WA 98121 (206) 720 -7001 DESIGN CRITERIA: CODE ROOF LIVE LOAD WIND LOAD SEISMIC ZONE REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2011 City of Tukwila BUILDING DIVISION JOB Design Imports SHEET NO. COVER CALCULATED BY jch CHECKED BY SCALE JOB NUMBER 11 -01.26 OF DATE 6/21/2011 DATE FILE COPY NTERNATIONAL BUILDNG CODE, 2009 EDITION 25 PSF SNOW LOAD 85 MPH ZONE, EXPOSURE "B ", Iw=1.0 SITE CLASS D', Sds= 0.926, Sd1 =0.482 aTV�dF�TU�wu� JUN 2 a 2011 PERMIT CENTER PlIw".111 SHUTLER CONSULTING ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 Joe DESIGN IMPORTS Tukwila, Washington SHEET NO SKS -1 OF CALCULATED BY JH DATE 6-21-11 SCALE NOTED Job No. 1 1-01.26 K: \11 \O1 MISC ENGINEERING \26 Design Imports \SKS \SKS1.dwg, 6/21/2011 1:44:42 PM, Joel Lubin, 1:96 NOTE: VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. NOTIFY ARCHITECT AND ENGINEER OF DIFFERENCES 24'— )I 24'— NEW DOCK LEVELER PIT (TYP.) PER ARCH B /SKS -3 PER ARCH. EIMEEI PARTIAL FOUNDATION PLAN !/ K : \11 \01 MISC ENGINEERING \26 Design Imports \SKS \SKS2.dwg, 6/21/2011 12:09:39 PM, Joel Lubin, 1:16 0' -0" ELEV. 0 PER ARCH. (E) P.C. PANEL BEYOND #4 CONT. TRIM DOCK LEVELER PIT CUT (E) SLAB,, AS REQ'D NEW CONC. SLAB TO MATCH (E) SLAB w / #4 (4) 12 "o.c., E.W. #4x2' -0" © 12 "o.c. EPDXY GROUT 6" MIN. INTO EXISTING SLAB °0.°4 Q I- 1 1 1-11— ct #4 © —0p ict 1 2 "o.c. TI 1111111� t11- i (E) SLAB (E) PNL DOOR #4 -Li 24 "o.c. (E) PAVING p u 11� =111= I11- 6" CONC. SLAB w / #4 © 12 "o.c. EACH WAY I 6" 2 — #4 0 SAW CUT FOR NEW DOCK LEVELER 11,;,11 (E) CONT. FTG. (E) PANEL U 4 J w z 0 #4 DOWEL TO MATCH HORIZ. REINF. IN PIT WALLS TRIM ANGLES EPDXY GROUT #4 DOWELS 6" MIN. INTO (E) PANEL II�iIII111 SECTION A /SKS -2 #4 VERT. 12' o.c. DETAIL a 3/4 " =1' -0" ELEVATION a Y8 „ =1, -0„ p ts7 cJI cri cc 0 ocb w o� CO I cn a at ” co co 7-1. al Co o 0 fD I o 'r,�o 0 0 'Dui SaaaNIDNa a m m t Z 0 z o m N o I L N 2 0 m uiysDM 'OI!M)lnl SlaOdINI NOIS34 8CW V j. {x,11 '1 I'III I SHUTLER CONSULTING ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 Joe DESIGN IMPORTS Tukwila, Washington SHEET NO SKS -3 CALCULATED BY JH OF DATE 6 -21 -1 1 SCALE NOTED Job No. 1 1 -01.26 K: \11 \Ol MISC ENGINEERING \26 Design Imports \SKS \SKS3.dwg, 6/21/2011 1 :09:07 PM, Joel Lubin, 1:16 #4 HORIZ. 16 "o.c. 0 Q 2 "0 WEEP HOLE _ 48 "o.c. FREE ��RAINIG BACK- - 1; FILL /-1 2 CLR. #4 VERT. 1 2"o.c. IIIir111,��1 1' -0" PAVING PER ARCH. (TYP.) I i„I l I—I 1l- 1Y2 "x33» KEY 5 — #5 CONT. 0 °oo a0 O 0 .0 �.0 0 o 0 0 0 0 .0 .c-D1., o D o. "4.(4) 18 "o.c. O „ 2'— 4' -0" SECTION B /SKS -3 SCALE: 34-.1'-o" NOTES: 1) SEE SKS -4 FOR RETAINING WALL DESIGN AND GEOTECHNICAL INSPECTION. 2) PROVIDE SPECIAL INSPECTION. 0 FOOTING DRAIN 1( MU ____ ' SHUTLER ® ® Mg= CONSULTING ENGINEERS Inc. 12503 Bel —Red Road, Suite 100 Bellevue, Washington 98005 (425)450 -4075 FAX: (425)450 -4076 Joe DESIGN IMPORTS Tukwila, Washington SHEET NO SKS -4 OF CALCULATED BY JH DATE 6-21-11 SCALE NOTED Job No. 11-01.26 K: \11 \O1 MISC ENGINEERING \26 Design Imports \SKS\SKS4.dwg, 6/21/2011 11:54:09 AM, Joel Lubin, 1:16 NOTES: 1) CONCRETE SHALL HAVE A 28 —DAY COMPRESSIVE STRENGTH OF 3000 psi MINIMUM (c=3000 psi). 2) REINFORCING STEEL SHALL HAVE A YIELD STRENGTH OF 60,000 psi (fy = 60,000 psi, fs = 24,000 psi). 3) SOIL BEARING = 1500 PSF EQUIVALENT ACTIVE FLUID PRESSURE = 35 PCF EQUIVALENT PASSIVE FLUID PRESSURE = 200 PCF COEFFICIENT OF FRICTION = .35 IN ADDITION TO ACTUAL UNBALANCED EARTH PRESSURE, ALL WALLS HAVE BEEN DESIGNED FOR A TRAFFIC SURCHARGE EQUIVALENT TO AN ADDITIONAL 2' -0" OF UNBALANCED EARTH. gl I .1111114i 41.1t II:IIII 1111,r,11`11:i1:1111 It:11.1 SHUTLER CONSULTING ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450-4075 FAX (425) 450-4076 JOB c."cktp6,e7-5 SHEET NO. OF CALCULATED BY DATE ?o- SCALE INGDUIISER:3 Structural neers 11450 N.E. 29th Place, Suite 104 Bellevue, Waehingtcm 90X2 RETAINING WALL DESIGN * Job DtignImbr,Jrts_ Sbeetno.______ Calculated by Cke(ded by_ Date 06-21-2011 Equivalent active fluid pressure = pcf Equivalent passive fluid pressufe =200.00 pcf Weight of soil = 110.00 pcf Surcharge = 2.00 .ft. Coefficient of friction = O.35 Superimposed bad on well ======> YES Super-imposed load on wall = 262 4/ft. Slab prrsent to reEist sliding Height of onbalanced fill Depth to bottom of footing Depth of key below bottom of footing Toe dimEmsion Stemthidmess Heel dimension Total footing width Footing thidmess STABILITY CTICK A SUIBEARING, Driving force Resisting force Factor of safety against sliding Overturning mmmemt Resisting moment Factcr of safety against overturning Soil bearing Soil bearing = 4.00 ft. = 2.0) ft. = 0.00 ft. = 12.00 in. = 6.00 in. 7,0.00 in, 4.00 ft. 12.00 in. = 1.05 �ps 1.55 kips = '417 = 2.52 ft.-kipE = 7.61 ft.-k.ips = 3,02 = 27.37p� . /� � it ^�(���� `� /,/�,«3 [�L�. �� ' ��c ' ~ / ^ e ~ (;)02/4;4- � c�~ m� !mfLEP CAMSOF843 FWITFTT; Structural Engineers 14450 N.C. 2th Place, Suite 104 edle..ue, Washingtoo 98007 FOXING DESICti. Steel strength (fy) Concrete strength (rc) Job Desigp t no. Calculai_ed ird -v Date CYs--;:l..-M1 IRE RERFOR1I311ff (Bcttcfl Steel) Required area of steel s 0.03 jnA2 per foot. s 0.59 kips Phi * Vc s 9.50 kips ** NO shear reinfcyceirpent req'd. ** FIFFL FEUTRAINT (Top_Steell Required area of steel s 0.04 3n'2 per foot. Vu s 0.?? gips Phi * Vi: 10.61 kips >:{* b "tear re:1311U' Lement , LL L�11. Steel strength (tY) Colicrete strength (f'c) p5L STEM PUNTRUNIAT. Depth ricqent Area of steel itL (LiEftEi req'd g. in) 2.00 0.32 0.02 7LCO 0.80 0.05 4.00 1.59 0.10 5.00 2.68 0.18' Mill:Ian area of steel is 0.14 in.'2ift. .Jr 1/7, mnre than shni4h above. Maxiflum area of steel is 0.67 eoic 0i0-0a(/ V5) 1115- <.ta- Co4r. )-16)el 0,00( (11:i /p•) t IW s&Se'e 4”6 Conterminous 48 States 2009 International Building Code Latitude = 47.44' Longitude = - 122.25 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.389 (Ss, Site Class B) 1.0 0.475 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.44 Longitude = - 122.25 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x Sl Site Class D - Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 1.389 (SMs, Site Class D) 1.0 0.724 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.44 Longitude = - 122.25 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.525 Period Sa (sec) (g) 0.2 0.926 (SDs, Site Class D) 1.0 0.482 (SD1, Site Class D) ;700 Riverside Drive, Tukwila, WA - Google Maps ma DS Address 6700 Riverside Dr Tukwila, WA 98188 . Upland r r tr,nkler Blvd Minktf.4 Blvd is Notes Latitude: 47.44 Longitude: - 122.25 Midland 1) �,- Costco f iiiirirri 80th St_:.. ._ '. .l nipr:r:f' • S]SBth,St' tatti!a «a. �f l ..5:1�Otl ' ,_..._ .. ! i, •7 (:rte ,1 ra I J , Vie' 'I ' i N - N fl" i !I 3rD, .L. c..- —( . ll rr ,, v0 rr .. r,' - q ? I- a i l v it l .1jjII I; I' ,ii ._:_m f r4 S_192+5U St` :193rd st ©?011 Gogle - Map data•©2011 Gooc a r c h i t e c t s August 9, 2011 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 CITYQI T1'1V LA AUG 0 9 2011 PERMIT CEO Attn: Joanna Spenser, Plans Examiner RE: Public Works Department Comments, permit # D11 -198: Design Imports India Joanna: Please accept this response to permit corrections received August 1, 2011. 1. Submit a construction cost estimate for site work associated with this project. Include tree(s) removal cost to accommodate wider driveway. Provide narrative of work that lists the work on private property and work in the right of way separately. Please see attached construction cost estimate from DP Inc. 2. Submit a bond in the form of 150% of the value of Right -of -Way work to be done. The bond deposit was made on August 5, 2011. 3. Contractor to submit a copy of Insurance Certificate naming City of Tukwila as additional insured. Contractor shall obtain a Tukwila Business License. The contractor is DP, Inc.. Their city license # is BUS- 0992633. Attached find their certificate of insurance, as requested. 4. Fire Sprinkler permit triggers correction of backflow deficiencies. The tenant has informed us that the Knox box has been ordered (the old box is still functional). The backflow preventer and meter upgrade is underway and should be completed in a few weeks. 5. Additionally, City of Tukwila commercial Driveway detail RS -09 has been received and will be incorporated into the construction documents. Thank you for your effort on our behalf. We appreciate your efforts on this project and look forward to proceeding with construction. Best regards, Jessica Bradley Project Manager p.206.720.7001 f. 206.720.2949 • Project: Design Imports 6700 Riverside Dr. Permit Number: D11 -198 Plan Reviewer: Joanna Spencer Joanna, Right of way work; DP Incorporated TENANT CONSTRUCTION SERVICES DPInc.will be modifying approx. 60 lineal feet of curb cut driveway. We will be removing approx. 40' of existing landscaping, curbs and one tree. We will be adding approx... 25' of new landscaping with curbs. The cost of this work is $7,950.00 Site work; The site work includes excavation at 3 dock doors to create 3 dock hi -doors with a new retaining wall. We are connecting to the existing storm drain in the newly excavated area. The cost of this work is $39,860.00 19909 Ballinger Way NE / Seattle, WA / 98155 (206) 361 -2989 phone / (206) 362 -3665 fax www.dpinc.net cmiSIu AUG 0 9 2011 PERMIT CENTER .71141 August 1, 2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jessica Bradley Craft Architects 2505 3 Av, Suite 324 Seattle, WA 98121 RE: Correction Letter #1 Development Permit Application Number D11 -198 Design Imports — 6700 Riverside Dr Dear Ms. Bradley, This letter is to inform you of corrections that must be addressed before your development permit 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 Public Works Department. At this time the Building, Fire and Planning Departments have no comments. Public Works Department: Joanna Spencer at 206 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. 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) 431 -3670. Sincerely, <---"?:),W Rep Bill Rambo Permit Technician encl File No. D11 -198 W:\Permit Center\Correction Letters \2011011-198 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 i • PUBLIC WORKS DEPARTMENT COMMENTS DATE: July 26, 2011 PROJECT: Design Imports 6700 Riverside Dr. PERMIT NO: D11 -198 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Submit a construction cost estimate for site work associated with this project. Include tree(s) removal cost to accommodate wider driveway. Provide narrative of work that lists the work on private property and work in the right of way separately. 2) Submit a bond or other form of financial guarantee in the amount of 150% of the value of Right -of- Way work to be done. 3) Contractor performing work in the City Right -of -Way shall submit copy of Insurance Certificate naming City of Tukwila as additional insured and shall obtain a Tukwila Business License from the City Clerk's office. 4) PW has verified with Tukwila Fire Department that a Fire Sprinkler permit has been obtained which confirms building plumbing modification, which in turn triggers correction of backflow deficiencies (RPPA on domestic water service, Knox Lock Box on FDC and TRPL register on irrigation deduct meter) spelled out in attached June 29, 2011 Public Works letter addressed to Green Riverside LLC, property owner. (W:PW Eng/Other /Joanna Spencer /Comments 1 D11 -165) City of Tukwila Department of Public Works June 29, 2011 Green Riverside LLC 265 Carefree Way Friday Harbor, WA 98250 Attn: Michael Edwards RE: Design Imports India Tenant Improvement 6700 Riverside Drive, Tukwila WA 98188 Permit No. D11 -198 To Whom It May Concern: Jim Haggerton, Mayor Bob Giberson, P.E., Director In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. If any future projects include alterations to the existing plumbing system, the entire plumbing system must be brought up to the current standards as set forth in the Uniform Plumbing Code, including installation of approved backflow prevention on domestic water, fire prevention and irrigation line. The City has determined that the subject building has deficiencies on the domestic water, fire prevention, and landscape irrigation lines. a) Domestic Water A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the existing 2" permanent water meter. Installation at another location requires the Public Works Director's approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works strongly recommends a power supply be provided for the freeze protection enclosure. On your site plan, please show the property line(s), street name, North arrow, building location, and size of existing permanent water meter and proposed RPPA. Show manufacturer name and backflow model number. Submit RPPA cut sheet and circle backflow to be installed. b) Fire Prevention The existing Fire Department Connection (FDC) shall have a Storz Knox Lock Box installed. Contact Tukwila Fire Department at (206) 575 -4404 for ordering information. D11i98 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 Green Riverside, LLC Page 2 June 29, 2011 c) Landscape Irrigation There is an existing 1.5" deduct meter that is not AMR compatible. The meter is the correct model, but it needs a TRPL register that is compatible to the Sensus automatic reading system installed. Please note that existing backflows — 10" fire prevention DDCVA and 1.5" irrigation DCVA — are due to be tested again this month. The property owner was sent their annual test notice June 1, 2011. If you opt to install now, you will need to apply for a Public Works Type C Construction Permit that includes the installation plans consisting of a schematic that clearly shows the location of the proposed RPPA in relationship to the property line(s), building perimeter and existing domestic water meter, together with a construction cost estimate for items a, b and c. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for RPPA installation, Fire Department Connection (FDC) and deduct meter upgrades). An additional 2.5% of subject construction cost will be assessed at the time of permit issuance. I have enclosed Development Bulletins A9 and C5, which spells out design and installation requirements for cross connection control and Bulletins Al and A2 summarizing Public Works Type C construction permit fees. Please call Mike Cusick, Public Works Senior Water and Sewer Engineer at (206) 431 -2441 if you have any questions. Sincerely, Sff,t, ca Joanna Spencer Development Engineer JS:lw enclosures: Public Works Bulletins #A -1, A -2, A -9 and C5 Permit Application cc: Jessica Bradley D11 -198 (W:PW Eng/Other /Joanna Spencer/Letter Design Imports 062911) Indemnification and Hold Harmless and Permit Temporary in Nature Reference Number(s) of Related Document(s): X11 -1�'1� Grantor /Borrower: )6S /6 1 hi% AC 7S Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Work Location: C910o R►vmss) ,067- .nra.)vas Abbreviated Work Description: L1dd2 02 v6 to' LL21 Cdr. NOW, THEREFORE, the parties agree as follows: 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 attorney'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. Page _ of DATED this 24 day of S r , 2011 GRANTOR: /GA-) - cwQ. 'ZZs a (ail -1� ) corporation By: 1/t ✓ V Print Name: (64- 0i,t(l\-s Its: Pa i,4" •fr STATE OF WASHINGTON ss. COUNTY OF KING On this i day of , 2011, before me a Notary Public in and for the State of Washington, pe sonally appeared 1119010 S flaas.s , to me known to be the - j - --res a eg of r PeS 1 9n ..77,9-) iac r , a Wok corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. �������a�q,p�40 Name: /Tl �d7(-C NOTARY UBLIC, in and for the State of 3 or Washington, residing at I. 11. 03 '741 SGeLto My commission expires: 65—d-q — / L/ DATED this GRANTEE: By: Print Name: Its: CITY of TUKWIL day of 11/,(3-6 , 2011 Bob Giberson Public Works Director STATE OF WASHINGTON) )SS. COUNTY OF KING ) On this day, before me personally appeared BOB GIBERSON 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. a,c(2 eC.0.5 -e-t Name: xz -bai COe (1, NOTARY PUBLIC, in and for the State of Washington, residing at , ki.01\Cti My commission expires: City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 206 - 433 -0179 titECEIVED OITYOF TUKWILA AUG '05 2011 PERMIT CENTER DEVELOPER'S PROJECT WARRANTY REQUEST FORM Section 1 completed by Developer Name of Development: jeSi c v �vr100.-4-5 Date: 0e05// / Address: 607 00 1, ! v€/X? , 1/(/ Permit No: 00 ._ / V5 Release should be sent to: Name: 1s 4 AAAss D /6'\ / I-1/A) S' Address: P d IT 374--- S8'19 b City /State /Zip: S01`77 (c `fig /8g Phone Number: 206 '7 " 8 Description of items to be completed (reference plans /documents where items are described): C v AO c v }- &u t.. r` i-- WA As the owner or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 12, o ©O (150% of value to complete work above) and attach support documentation for value of work. I will have this work carried out and call for a final inspection by this date: l -3i- 1.2 , or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prix to u sting inspection and release of these funds. Signed: Title: "keit, Section 2- ec mpleted by City `# Signed: Department Head: Amount: $ tt ‘000. 00 Deposited this Date: (Y Cash /Check ❑ Cash Assignment ❑ Bond # Received by: ,rYWi City Receipt No: 1 1- 01 (P''I b Section 3 ,be completed :by` Develope All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalent bond. Developer's Representative: Inspector: Date: completed by City `staff I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash /cash equivalent/bond. __ 0 1 D5 Date: I1- I t s -III Authorized By: Section: 4 completed by ;City S Amount Released: $ Check - Check No. Cash Equivalent - Letter attached n Bond - Letter attached Date Released: Released by: (P: Forms /Developer's Project Warranty Request Form) • • 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.TukwilaWA.gov Parcel No.: 7888900164 Address: 6700 RIVERSIDE DR TUKW Suite No: Applicant: DESIGN IMPORTS INDIA RECEIPT Permit Number: D11 -198 Status: PENDING Applied Date: 06/24/2011 Issue Date: Receipt No.: R11 -01698 Payment Amount: $12,000.00 Initials: WER Payment Date: 08/05/2011 03:19 PM User ID: 1655 Balance: $0.00 Payee: DESIGN IMPORTS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 054742 12,000.00 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING BOND /DEPOSIT 000.239.100 12,000.00 Total: $12,000.00 doc: Receiot -06 Printed: 08 -05 -2011 s TO: FROM: DATE: SUBJECT: City of Tukwila Department of Public Works Laurie Anderson Laurie Werle 12/15/11 Design Imports Permit D11 -198 Right -of -Way Bond Jim Haggerton, Mayor MEMORANDUM Bob Giberson, P.E., Director Please draw a check in the amount of $12,000.00 (twelve thousand dollars) to be payable to Design Imports, PO Box 58410, Seattle WA 98188. This check is reimbursement for a $12,000.00 check deposited by Design Imports as a Right -of- Way Bond for work which is now complete. Thank you! Bob Giberson, Public Works Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 - 431 -3665 CITY OF TUKWILA, WA 98188 -2544 ACCOUNTS PAYABLE CHECK NO. Yl INVOICWNWEJER -1EMI a„;:- `1 0/078MI KOANUMBERa:?; ITTa+., 'gk.:R' w,'.•. its ;','se'tiDE80RIRT1OINI5Va ` -.# titmlowativziwoo~zm 1 :'.".F.,. t^AMOUFIT, k,. g*"An D11 -198 12/15/2011 12, 000.00 RIGHT -OF WAY BOND REFUND 12,000.00 PLEASE DETACH BEFORE DEPOSITING 7,THE-.FACE OF THIS; DOCUMENT :iHAS -Wi'COLORED;BACKGROUND ',NOTyA W.HITE.BACKGROUND,? , CITY OF TUKWILA 6200 Southcenter Boulevard Tukwila WA 98188 -2544 PAY 'TOTHE ORDER OF Twelve Thousand Dollars and No Cents DESIGN IMPORTS PO BOX 58410 SEATTLE, WA 98188 PAYABLE THROUGH U.S.-BANK 151 Andover Park East . , Tukwila, WA 98188 19 -10 1250 '= gMBFR h; aiL , .. s NUMeER . <�2 CIigolopyT 013869 12/30/2011 12, 000.00 ARTIFICIAL :WATERMARK .'HOLD AT AN ANGLE0.0-NIEW, PROJECT DIRECTORY ARCHITECT /CONTACT: CRAFT ARCHITECTS, PUG. 2505 THIRD AVE, STE. 324 SEATiI.E, WASHINGTON 98121 ARCHITECT OF RECORD: KATHRYN M. CRAFT OWNER: GENERAL CONTRACTOR: MICHAEL EDWARDS GREEN RIVERSIDE, LLC 265 CAREFREE WAY FRIDAY HARBOR, WA 98250 DP INCORPORATED 19909 BAWNGER WAY NE SEATTLE, WA 98155 N TAX PARCEL # 788890 -0164 LEGAL DESCRIPTION SOUTHCENIER 50U11 INDUSTRIAL PARK LOT 23 OF TUKWILA SHORT PLAT NO 78 -45-SP RECORDING NO 7905011098 SD SHORT PUT DAF - POR LOTS 14 & 15 OF 5D SUBDMSION — BEING ADJUSTED BY TUKWI A BDRY LN ADJ NO 88 -1 -BLA RECORDING NO 8803310838 NEW LOT 23 Off - POR OF LOT 23 AS SHOWN ON CITY OF TUKWILA SNORT PLAT NO 78 -45—SP RECORDING NO 8612010233 & DAF - BAAP ON NLY R/W LN OF RIVERSIDE DRIVE BEING S 78 -36-10 E 4 FT FR SWLY COR OF LOT 23 111 FR SAID POO LEAVING S0 NLY R/W LN N 11 -23-50 E 675.39 FT TAP ON BDRY LN OF LOT 23 TN ALG SD BDRY LN S 37 -39-00 E 29.42 FT TN S 36 -49-00 E 99 FT TN S 36 -08-00 E 100 FT TH S 35 -35-00 E 99 FT TH S 29 -38-00 E 3229 FT TN S 11 -23 -50 W 430.27 FT TAP ON NLY R/W LN OF RIVERSIDE DRIVE DI AIL SD NLY R/W LN N 78 -36-10 W 263.76 FT TO P06 CONTACT: PHONE EMAIL CONTACT: PHONE EMAIL: CONTACT: PHONE DIAL JESSICA BRADLEY (206) 720 -7001 JESSICAOCRAFTARCHITECTS.COY T80 QUINN ANDERSON (206) 361 -2989 quinnedpinc.net APPROVED BY: IMUaIg Date PROJECT INFORMATION 6700 RIVERSIDE OR 1111011 1A, WASHINGTON 98188 INDEX OF DRAWINGS T1.1 GENERAL INFORMATION AND SITE PLAN AD.1 SITE PUN PROJECT DESCRIPTION MODIFICATION OF EXISTING TRUQI RAMP AND REVISION OF EXISTING CURB CUT AND LANDSCAPING. DESIGN IMPORTS C architects 2505 Third Avenue Suite 324 Seattle, WA 98121 208.720.7001 phone 206.720.2949 fax W W W.craftarchltects.com RE: Design Imports @ 6700 Riverside Dr D11-198 • r RE: Design Imports @ 6700 Riverside Dr D11 -198 Todd Reedy Sent: Tuesday, June 28, 2011 8:33 AM To: Joanna Spencer Hi Joanna, Regarding the 11 at 6700 Riverside Dr: -No premise isolation RPPA on 2" domestic service. -10" fireline DCVA is current. It is due to be tested again this month and the property owner was sent their annual test notice June 1. -1.5" irrigation DCVA is current. Due for annual test this month. -There is a 1.5" irrigation deduct meter that is not AMR compatible. The meter is the correct model but it needs an AMR register installed. -No Storz adapter on FDC. Let me know if there are any more questions, Todd From: Joanna Spencer Sent: Monday, June 27, 2011 4:10 PM To: Todd Reedy Cc: Joanna Spencer Subject: Design Imports @ 6700 Riverside Dr D11 -198 Hi Todd, Are they current on their backflows ? Thanks, Joanna Joanna Spencer Development Engineer City of Tukwila PERMANENT FILE COPY RECIFIvED JUi4 i mil l Tlim i rPufuc WQR1O DU (79 Dll- IguB https: / /webmail.tukwilawa. gov /owa/ ?ae= Item &t=IPM.Note &id= RgAAAACCtj bDOfmzT... 06/28/2011 HERMIT COORD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -198 PROJECT NAME: DESIGN IMPORTS INDIA DATE: 11/15/11 SITE ADDRESS: 6700 RIVERSIDE DR Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: Buildi g Division � Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 11/17/11 Not Applicable Comments: Permit Center'Use.Only . INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ri No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Lx Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 12/15/11 Not Approved (attach comments) DATE: Permit Center' Use Only :; ,:• I CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 HERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -198 DATE: 08/09/11 PROJECT NAME: DESIGN IMPORTS SITE ADDRESS: 6700 RIVERSIDE DR Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division AW C. eaeraki 1 Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete VI Incomplete Comments: DUE DATE: 08/11/11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 09/08/11 Approved with Conditions xi Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 ipERPAIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -198 L DATE: 06/24/11 PROJECT NAME: DESIGN IMPORTS SITE ADDRESS: 6700 RIVERSIDE DR X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTME TS: d1.9‘ 0 Bui�g 'visio III �s I Public Works a1.�I ll Fire Prevention 1-1 1-114 Structural Planning Division Permit Coordinator ri DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 11X1) Incomplete DUE DATE: 06/28/11 Not Applicable Comments: Permit Center Use'Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ri No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/26/11 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use•Only CORRECTION LETTER MAILED: Departments issued corrections: Fire ❑ Ping ❑ PW Staff Initials: Documents /routing slip.doc 2 -28 -02 PROJECT NAME: b.C( 0112-V--, I NOV. SITE ADDRESS: 'LOO 5 \pE j� L PERMIT NO: • ORIGINAL ISSUE DATE: REVISION LOG bll-�� l 8 � REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS C. 1 11 61 tA,ti1 (,j Summary of Revision: CaTTM- (2-Ac l N Summary of Revision: Received by: ,114 /yf,; REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City11, of Tukwila SUBMITTAL J Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Web site: http: //www.ciiukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fa; etc. Date: / /' �.5 "/ Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # tRi Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Deny vi iMpULS Project Address: (o700 Ve-V S l Dr u-e Contact Person: Key, Phone Number: ZO(a -155- (AU' Summary pf Revision: A (/) &w 14 &vi i? do 4 14 e x ' s (J ktiNA NOV 15 1011 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: . Entered in Permits Plus on ( I 1 �1 C HMpplieations \Fotms- Applieatioos On Line\2010 AppGeations\7 -2010 - Revision Submittsl.doc Created: 8-13-2004 Revised: 7 -2010 1 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: s•1 • Plan Check/Permit Number: D11-198 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Design Imports Project Address: 6700 Riverside Dr Contact Person: J M(.011`I AUG 0 minim 92011 PERMIT CENTER Phone Number: - 20b 11t9 + *g21 Summary of Revision: ',t A`1 - A-cii0 1) -1\-1 , Jr* cilP lAWietM ItMtvvt4`1164. Wvu,N6-, Pt971c,KA-C MAP o\Wff‘NKI. MNC7 1 Sheet Number(s): No* • CON CQ t't1 1, GO' "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: I,.E, Entered in Permits Plus on \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peer Friendly Page 1 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. Business and Licensing Information Name D P INC GENERAL CONTRACTORS UBI No. 601515833 Phone 2063612989 Status Active Address 19909 Ballinger Way Ne License No. DPINCGC066BU Suite /Apt. License Type Construction Contractor City Seattle Effective Date 1/31/1994 State WA Expiration Date 1/31/2012 Zip 98155 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status PATTICC034MH PATTISON CONSTRUCTION CO LLC Construction Contractor General Unused 7/8/1997 2/17/1998 Archived PATTICA066DQ PATTISON CONSTRUCTION & ASSOC Construction Contractor General Unused 3/18/19942/17/1998 01/31/2008 Archived DODSOPI101JB DODSON PATTISON INC Construction Contractor General Unused 4/2/1990 3/26/1994 Archived ACECO "179L0 ACE CONSTRUCTION Construction Contractor Carpentry/Framing Painting /Wallcovering 6/20/1983 6/16/1986 Archived VANSND'176B0 VAN'S NORTHWEST DRYWALL Construction Contractor Dry Wall Painting /Wallcovering 1/20/1983 11/1/1983 Archived ALLAMD'184BN ALL AMERICAN DRYWALL Construction Contractor Dry Wall Painting /Wallcovering 1/15/1982 1 /15/1983 Archived Business Owner Information Name Role Effective Date Expiration Date DODSON, WILLIAM President 01/31/1994 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 DEVELOPERS STY & INDEMNITY CO 791078C 01/31/2008 Until Cancelled $12,000.00 02/25/2008 4 CBIC SA6377 01/31/2002 01/31/2008 01/31/2010 $12,000.0001/09 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 14 Continental Western Ins Co 12345 01/31/2011 01/31/2012 $1,000,000.00 01/28/2011 13 OHIO CASUALTY INS CO BK01153724175 01/31/2009 01/31/2011 $1,000,000.00 01/22/2009 12 0010 CAS INS BK00953724175 01/31/2008 01/31/2009 $1,000,000.00 04 /04/2008 https://fortress.wa.gov/lni/bbip/Print.aspx 09/01/2011 11- 452_A0.1 (SITE PLAN).dwg EXISTING ADJACENT BUILDING (NOT IN SCOPE) , / / —�— -4- EXISTING '.000 S.F. BUILDING REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan re-view fcca. y_ RIVERSIDE DRIVE 25' -0" .�X tSTIN G SITE PLAN 1" •= 20' -0" GENERAL NOTES: 1. ALL CURBS ARE EXTRUDED CONCRETE. 2. PROVIDE DETECTABLE WARNING TEXTURE PER CODE ON ALL SIDEWALK RAMPS AND CURB RAMPS. 3:. COMPLIANCE WITH IBC CHAPTER 1.1 BARRIER FREE REQUIREMENTS. 4. coMM cI L W\V 'tW '( 1\op \t\cA1ioN .� C,Mc'1 ?L� w rn-1 eirq Q `1��w1�� 17 TmL FILE Penult No, Man review Approval of constattkm the violation of any a of Fed Co to errors and om!sMont does not authorize or ordinance. Receipt isink( elf ` : KEY NOTES- REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2011 City of Tukwila BUILDING DIVISION 1. PARTIAL EXISTING BUILDING FOOTPRINT. 2. EXISTING BUILDING ENTRANCE. 3. EXISTING DOCK DOORS, TYP. 4. EXISTING REMAINING PORTION OF DRIVE -UP RAMP AND NEW RETAINING WALL PER ATTACHED STRUCTURAL CALCS. 5. REMOVE PORTION OF EXISTING RAMP AND RETAINING WALL, PROVIDE NEW ASPHALT LIFT TO MATCH EXISTING ADJACENT. SLOPE TO EXISTING CATCH BASIN. 6. REMOVE PORTION OF EXISTING CURB, TREE, AND LANDSCAPING. 7.. NEW LANDSCAPING, CURB, GUTTER, AND SIDEWALK TO MATCH EXISTING ADJACENT. 8. NEW CURB CUT /DRIVEWAY - NEW CURB AND ASPHALT TO MATCH ADJACENT AND CITY STANDARDS. 9. NEW PAINTED CONCRETE RETAINING WALL PER ATTACHED STRUCTURAL CALCS. Submittals /Revisions: 10. NEW PIT LEVELER PER STRUCTURAL. 11. EXISTING LANDSCAPED AREA TO REMAIN. 12. EXISTING PARKING STALLS TO REMAIN. 13. EXISTING CATCH BASIN. 14. EXISTING SIDEWALK TO REMAIN. 15. EXISTING ENTRY TO . REMAIN. DESIGN IMPORTS 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www. crafta rch itects. co m 00 0o 1 LLJ a > CC 0 0 W V J C W Cr) ILL. Q CONSULTANT (i5F REGISTEkLL ARCHITECT These plans have been reviewed by the. Pub forks Department for conformance with , rrent Cit tandards. Acceptance is subject t errors and omissio + which do not authorize viol tons of adopted stan r • s or ordinances, T responsibility for the adequac_- i - e design . sts totally with the designer. Additions, del +s revisions to these drawings after this date wit .'e this acceptance . and will require a resub ttal of r 'A: ed drawings for subsequent approv Final acceptance the Public Wo Date: CITY 0 TUKMLA JUN 2 4 2011 PERMIT CENTER 06/24/11 FOR PERMIT Sheet Title: SITE PLAN Date: Design: 06/24/11 Drawn: Project No: Approved: 11- 452.05 Sheet No: A0.1 COPYRIGHT CRAFT ARCHITECTS 2011 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequae • of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By RECEIVED NOV 16 2011 WILA PUBLIC WORKS RECEIVED NT," OF TUKVVI hV 152011 PERMIT CENTER REVISIO 06/23/11 - 5:15pm 11- 452_T1.1 (COVER SHEET - SMALL).dwg ABBREVIATIONS AB AC A/C ACP ACT ADH ADJ ADJT AF AFF AL ALT ANGLE CENTER LINE DIAMETER OR ROUND NUMBER OR POUND PENNY PERPENDICULAR PLATE ANCHOR BOLT ACOUSTICAL AIR CONDITIONING ACOUSTICAL PANEL ACOUSTICAL TILE ADHESIVE ADJACENT ADJUSTABLE ACCESS FLOOR ABOVE FINISH FLOOR ALUMINUM ALTERNATE AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BD BETW BLDG BLK BLDG BM BRG BOT BSMT BUR CAB CB CBU CEM CER CFM CFT CG CHBD CI CJT CLF CLG CJ CLK CLO CLR CMU CNTR CO BOARD BETWEEN BUILDING BLOCK BUILDING BEAM BEARING BOTTOM BASEMENT BUILT UP ROOF CABINET CATCH BASIN CEMENTITIOUS BACKER UNIT CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TILE CORNER GUARD CHALK BOARD CAST IRON CONTROL JOINT CHAIN LINK FENCE CEILING CONSTRUCTION JOINT CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CLEANOUT COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CT CERAMIC TILE CTR CENTER CY CUBIC YARD DBL DEPT DET DF DIA DIAG DIM DISP DN DR DWR DS DW DWG E EA EB EJ EL ELEC ELEV EM EMER ENCL EP EWC EPX EQ EQPT EST EX EXIST EXT FA FBO FCIC FCTY FD FDN FE FEC FIN DOUBLE DEPARTMENT DETAIL DRINKING FOUNTAIN(W /0 COOLER) DIAMETER DIAGONAL DIMENSION DISPENSER DOWN DOOR OR DRAIN DRAWER DOWNSPOUT DISHWASHER DRAWING EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATION ELECTRIC ELEVATOR ENTRY MAT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PANEL ELECTRIC WATER COOLER EPDXY EQUAL EQUIPMENT ESTIMATE EXPANSION EXISTING EXTERIOR FIRE ALARM FURNISHED BY OTHERS FURNISHED BY CONTRACTOR INSTALLED BY CONTRACTOR FACTORY FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FL FLG FLUOR FM FOC FOF FOIC F010 FOS FS FT FTG FTIC FTIO FURR FUT FUTURE - RIO FX FIXED FLOOR FLASHING FLUORESCENT FACTORY MUTUAL FACE OF CONCRETE FACE OF FINISH FURNISH BY OWNER INSTALL BY CONTRACTOR FURNISH BY OWNER INSTALL BY OWNER FACE OF STUD FULL SIZE FEET FOOTING FURNISHED BY TENANT INSTALLED BY CONTRACTOR FURNISHED BY TENANT INSTALLED BY OWNER FURRING FUTURE FUTURE ROUGH IN ONLY GA GALV GB GL GLBM GEN CONTR GND GR GWB HB HC HDR HDWD HDWE HM HORIZ HR HT HTG HVAC HWH D G HM N NCL NSUL NT JAN JT KIT KO KS LAM LAV LB LF LG LH LINO LKR LT MACH MATL MAX MECH MET OR MTL MEZZ MFR MH MIN MIR MISC MLD MRGWB MTD MULL N NIC NOM NTS OA OC OD OFF OH OPH OPNG OPP PERP PFN PL PLAM PLYWD PNL PNT PR GAGE GALVANIZED GRAB BAR GLASS OR GLAZING GLU -LAM BEAN GENERAL CONTRACTOR GROUND GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE OR HANDICAP HEADER HARDWOOD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING HEATING /VENTILIATION/ AIR CONDITIONING HOT WATER HEATER NSIDE DIAMETER/ DIMENSION NSULATED GLAZING NSULATED HOLLOW METAL NCH NCLUDE NSULATION NTERIOR JANITOR JOINT KITCHEN KNOCK OUT KNEE SPACE LAMINATE LAVATORY LAG BOLT LINEAL FOOT LENGTH LEFT HAND LINOLEUM LOCKER LIGHT MACHINE MATERIAL MAXIMUM MECHANICAL METAL MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCELLANEOUS MOLDING MOISTURE RESISTANT GYP BD MOUNTED MULLION NORTH NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER/ DIMENSION OFFICE OVERHEAD OPPOSITE HAND OPENING OPPOSITE PERPENDICULAR PREFINISHED PLATE OR PROPERTY LINE PLASTIC LAMINATE PLYWOOD PANEL PAINT PAIR PS PAINT SYSTEM PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PTD PAPER TOWEL DISPENSER PTD /R PAPER TOWEL DISPENSER AND RECEPTACLE PTN PARTITION PTR PAPER TOWEL RECEPTACLE PVMT PAVEMENT QT QUARRY TILE R RISER RA RETURN AIR RAD RADIUS RB RESILIENT BASE R &S ROD & SHELF RD ROOF DRAIN RD /0 ROOF DRAIN OVERFLOW REBAR REINFORCING BAR REF REFERENCE REFR REFRIGERATOR REINF REINFORCED REQ'D REQUIRED REV REVISION RH RIGHT HAND OR ROBE HOOK RESIL RESILIENT RM ROOM RO ROUGH OPENING RT RESILIENT TILE RUB RUBBER RVS REVERSE RW RAIN WATER RWL RAIN WATER LEADER S SOUTH SC SOLID CORE SCD SEAT COVER DISPENSER SCHD SCHEDULE SD SOAP DISPENSER SECT SECTION SF SQUARE FEET SHTG SHEATHING SIM SIMILAR SK SINK SLR SEALER SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SNT SEALANT SPEC SPECIFICATION SQ SQUARE SST STAINLESS STEEL 3SK SERVICE SINK ST STONE /STONE TILE STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRL STRUCTURAL SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL T TREAD TB TOWEL BAR T &B TOP & BOTTOM TG TEMPERED GLASS THK THICK THR THRESHOLD TIG TEMPERED INSULATED GLAZING TO TOP OF TOC TOP OF CONCRETE TOP TOP OF PAVEMENT TOS TOP OF STEEL TOSL TOP OF SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPH TOILET PAPER HOLDER TPTN TOILET PARTITION TS TUBULAR STEEL TV TELEVISION TYP TYPICAL UL UNDERWRITERS LABORATORY UNF UNFINISHED UON UNLESS OTHERWISE NOTED UR URINAL VAR VARIES VCT VINYL COMPOSITION TILE VERT VERTICAL VEST VESTIBULE VIN VINYL VWC VINYL WALL COVERING W WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WF WIDE FLANGE WG WIRE GLASS WP WATER PROOF WR WATER RESISTANT WSCT WAINSCOT WT WEIGHT XFMR TRANSFORMER YD YARD SYMBOLS WT COLUMN LINE /GRID LINE DOOR NUMBER TO CORRESPOND TO ROOM ENTERING KEY NOTE PARTITION TYPE REVISION NUMBER sv REVISION CLOUD AROUND REVISION MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED 0 WORK POINT, CONTROL POINT OR DATUM POINT EQUIPMENT NUMBER BUILDING SECTION (IDENTIFY ON PLAN) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN WALL SECTION (IDENTIFY ON ELEVATIONS) SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN DETAIL DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN GENERAL NOTES Wgi))N C TITLE 1 TITLE TITLE 3 ROOM #'�- 68.5 WINDOW BUG INTERIOR ELEVATIONS) ELEVATION IDENTIFICATION SHEET WHERE ELEVATION IS DRAWN ROOM IDENTIFICATION ROOM NAME ROOM NO. ROOM FINISH GRADE EXISTING GRADE PROPERTY LINE 7B �' NEW OR FINISHED CONTOURS 71 PROJECT NORTH EXISTING CONTOURS TOP OF WALL TOP OF CURB TOP OF PAVEMENT PROJECT NORTH 9' -0" DENOTES CHANGE IN ELEVATION 7' -0" FINISH BUG PROJECT DIRECTORY ARCHITECT /CONTACT: ARCHITECT OF RECORD: OWNER: GENERAL CONTRACTOR: VICINITY MAP NTS CRAFT ARCHITECTS, PLLC. 2505 THIRD AVE, STE. 324 SEATTLE, WASHINGTON 98121 KATHRYN M. CRAFT MICHAEL EDWARDS GREEN RIVERSIDE, LLC 265 CAREFREE WAY FRIDAY HARBOR, WA 98250 DP INCORPORATED 19909 BALLINGER WAY NE SEATTLE, WA 98155 N 1. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE J03 SITE, INCLUDING THE SAFETY OF ALL PERSONS, PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS, AND FOR COMPLIANCE WITH 0.S.H.A. SAFETY STANDARDS. ARCHITECTS AND THEIR CONSULTANTS' JOB SITE OBSERVATIONS ARE NOT INTENDED T; INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 2. EACH CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFIED PRODUCTS RELATING TO 1HEIR WCI K. THEY ARE TO SUBMIT WRITTEN OBJECTIONS PRIOR TO BIDDING, IF THE CONTRACTOR HAS AN OBJECTION TO ANY PRODUCT AND /OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL COORDINATE THEIR WORK WITH THAT OF OTHER SEPARATE CONTRACTS SUCH AS SIGNS, & OWNER FURNISHED ITEMS, WHICH ARE BEING DONE BY OTHERS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS. ALL WORK IN THAT AREA SHALL BE HELD UNTIL SUCH DISCREPANCIES ARE RESOLVED. 5. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, A.I.A. DOCUMENT A201, THE LATEST EDITION, SHALL BE INSPECTED AT THE ARCHITECTS OFFICE. 6. SEPARATE PERMITS, WHEN REQUIRED AND /OR WHEN WORK ITEMS ARE DESIGN /BUILD IN NATURE, SHALL BE OBTAINED BY THE CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM. DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER /TENANT /ARCHITECT FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIREMENT FOR DESIGN /BUILD FIRE SPRINKLER SYSTEM. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE FIRE PREVENTION BUREAU FOR FIRE SPRINKLER SYSTEM INSTALLATION OR MODIFICATION. 7. COMPLETE FIRE SPRINKLER DRAWINGS WILL BE SUBMITTED BY THE FIRE PROTECTION CONTRACTOR. 8. THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE 9. SPECIAL INSPECTIONS WHERE REQUIRED BY THE BUILDING OFFICIAL SHALL BE PERFORMED BY INSPECTORS APPROVED BY THE BUILDING OFFICIAL. 10. ALL WORK DONE SHALL BE IN CONFORMANCE WITH THE APPROVED PLANS AND PROJECT SPECIFICATIONS. THE APPROVED, PERMITTED, STAMPED PLANS ARE TO REMAIN ON SITE AT ALL TIMES. 11. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS OTHERWISE NOTED. 12. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. 13. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF QUESTIONS CAN NOT BE RESOLVED IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. 14. GENERAL CONTRACTOR SHALL PROVIDE OWNER WITH DETAILED CRITICAL PATH SCHEDULE FOR REVIEW AND APPROVAL PRIOR TO START OF CONSTRUCTION. UPDATES OF SCHEDULE SHALL BE MADE AS NECESSARY WITH COPIES PROVIDED TO OV+NER. 15. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE, NATIONAL ELECTRICAL CODE AND ALL OTHER APPLICABLE STATE OR LOCAL LAWS AND REGULATIONS. NOTHING IN THESE DRAWINGS IS TO BE CONSTRUED AS TO PERMIT WORK WHICH IS NOT CONFORMING TO THE PREVIOUS LISTED CODES. 16. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT APPLICABLE LOCAL ORDINANCES FOR UTILITY SERVICES. 18. LIGHT AND VENTILATION SHALL COMPLY WITH I.B.C., SECTION 1203, 1204 & 1205. 19. FIRE BLOCKING SHALL BE PROVIDED AT ALL FRAMED WALLS AT 10' -0" 0.C. AND ALSO AT ANY LOCATION WHERE WALL FRAMING PENETRATES CEILINGS. REFER TO IBC SEC. 708 FIRE BLOCKING AND DRAFT STOPS FOR CONSTRUCTION. 20. ALL WATER FIXTURES MUST COMPLY WITH WAC 51 -26 -180 WATER CONSERVATION AND /OR ANY JURISCICTION'S PERFORMANCE STANDARDS. 21. WHEN CHANGES TO THE MECHANICAL SYSTEM REQUIRE A MECHANICAL PERMIT THEY SHALL COMPLY WITH THE MOST CURRENT UNIFORM MECHANICAL CODE AND WITH ANY LOCAL JURISDICTION REQUIREMENTS. 22. PROVIDE ILLUMINATED EXIT SIGNAGE AT ALL REQUIRED EXITS. 23. PATCH AND REPAIR ALL EXISTING WALLS, FLOORS AND CEILINGS THAT ARE ADJACENT TO AND AFFECTEC BY NEW CONSTRUCTION. 24. CONTRACTOR IS TO COMPLY WITH CHAPTER 33 OF THE INTERNATIONAL BUILDING CODE CONCERNING PFOTECTION OF PEDESTRIANS DURING CONSTRUCTION. 25. PRIOR TO FINAL INSPECTION, A CERTIFICATE OF CONSTRUCTION COMPLIANCE SHALL BE READY FOR THE INSPECTOR. THE CERTIFICATE SHALL STATE "BASED UPON PERSONAL KNOWLEDGE, THAT THE WORK APPEARS TO HAVE BEEN PERFORMED, AND THE MATERIALS USED AND INSTALLED APPEAR IN EVERY MATERIAL RESPECT IN COMPLIANCE WITH THE PLANS". THE CERTIFICATE MUST BE SIGNED BY ONE OR MORE OF THE FOLLOWING: (A) OWNER, (B) GENERAL CONTRACTOR, (C) AN APPROVED INDEPENDENT INSPECTOR OR INSPECTION ACENCY. 26. ASBESTOS AND HAZARDOUS WASTE EXCLUSION: THE ARCHITECT HEREBY STATES, AND THE OWNER ACKNOWLEDGES, THAT THE ARCHITECT HAS NO PROFESSIONAL LIABILITY OR OTHER INSURANCE, (AND IS UNABLE TO REASONABLY OBTAIN SUCH INSURANCE) FOR CLAIMS ARISING OUT OF THE PERFORMANCE OF OR THE FAILURE TO PERFORM PROFESSIONAL SERVICES, INCLUDING BUT NOT LIMITED TO, THE PREPARATION OF REPORTS, DESIGNS, DRAWINGS, AND SPECIFICATIONS, AND RELATED TO THE INVESTIGATION DETECTION. TAX PARCEL # 788890 -0164 LEGAL DESCRIPTION SOUTHCENTER SOUTH INDUSTRIAL PARK LOT 23 OF TUKWILA SHORT PLAT NO 78 -45 -SP RECORDING NO 7905011098 SD SHORT PLAT DAF - POR LOTS 14 & 15 OF SD SUBDIVISION - BEING ADJUSTED BY TUKWILA BDRY LN ADJ NO 88 -1 -BLA RECORDING NO 8803310838 NEW LOT 23 DAF - POR OF LOT 23 AS SHOWN ON CITY OF TUKWILA SHORT PLAT NO 78 -45 -SP RECORDING NO 8612010233 & DAF - BAAP ON NLY R/W LN OF RIVERSIDE DRIVE BEING S 78 -36 -10 E 4 FT FR SWLY COR OF LOT 23 TH FR SAID POB LEAVING SD NLY R/W LN N 11 -23 -50 E 675.39 FT TAP ON BDRY LN OF LOT 23 TH ALG SD BDRY LN S 37 -39 -00 E 29.42 FT TH S 36 -49 -00 E 99 FT TH S 36 -08 -00 E 100 FT TH S 35 -35 -00 E 99 FT TH S 29 -38 -00 E 32.89 FT TH S 11 -23 -50 W 430.27 FT TAP ON NLY R/W LN OF RIVERSIDE DRIVE TH ALG SD NLY R/W LN N 78 -36 -10 W 263.76 FT TO POB CODE /ZONING INFORMATION ZONING DISTRICT: CODE EDITION: EXISTING OCCUPANCY CLASSIFICATION: TYPE OF CONSTRUCTION: SPRINKLER SYSTEM: INDUSTRIAL 2009 IBC/ 2009 FIRE CODE B (OFFICE) /S -1 (WAREHOUSE) III B FULLY SPRINKLERED AREA SEPARATION: NON- SEPARATED, UNLIMITED: PER 2009 IBC 302.3.1, SECTION 506, AND 507 ACTUAL FLOOR AREAS; OFFICE (EXISTING, FLOOR 1) (B) OFFICE (EXISTING, FLOOR 2) (B) WAREHOUSE (EXISTING) (S -1) TOTAL ACTUAL FLOOR AREA: OCCUPANCY LOAD: (SEC. 1004.1 TABLE 1004.1.1) OFFICE (EXISTING) WAREHOUSE (EXISTING) TOTAL OCCUPANCY LOAD . 8,637 SQ FT 7,991 SQ FT 50,829 SQ FT 67,457 SQ FT 16,628 SQ FT / 100 50,829 SQ FT / 500 = 166 = 102 67,457 SQ FT = 268 EXIT REQUIREMENTS: (SEC. 1021 TABLE 1021.1 & 1021.2) NUMBER REQ'D NUMBER PROVIDED OFFICE 2 3 WAREHOUSE 2 5 CONTACT: PHONE: EMAIL: CONTAC.: PHONE: EMAIL: CONTACT: PHONE: EMAIL: SEPARATE PERMIT SUBMITTALS NONE PROJECT DESCRIPTION MODIFICATION OF EXISTING TRUCK RAMP AND REVISION OF EXISTING CURB CUT AND LANDSCAPING. PLANNING APPR:OVEr • No changes-can be made to tip use plans without approval from the Planning Division of DCD Approved By:_„ Date: ^,. JESSICA BRADLEY (206) 720 -7001 JESSICA ®CRAFTARCH ITECTS.COM TBD QUINN ANDERSON (206) 361 -2989 quinnadpinc.net SITE PLAN NTS APPROVED BY: Initials Date AREA OF WORK PROJECT INFORMATION 6700 RIVERSIDE DR. TUKWILA, WASHINGTON 98188 INDEX OF DRAWINGS T1.1 GENERAL INFORMATION AND SITE PLAN A0.1 SITE PLAN PARKING REQUIREMENTS SEPARATE PERMIT REQUIRED FOR: evechanical gliectrical arplumbing was Piping r`;r of Tukwila DIVISION NOTE: PARKING STALLS ARE EXISTING. SCOPE OF WORK DOES NOT INVOLVE OCCUPANCY CHANGES OR BUILDING SQUARE FOOTAGE AMENDMENTS. FILE: C (tPY Perm It No. 14,V-Vi Pltr review approval is subject to errors and omis ons. 1• -•: !c'` l Of construction documents does not authorize i ' t .0:3 iron Qa any a opted code or ordinance.. Receipt approved y and r ' +ns is acknowledged: By Date: g---/ it City Of Tukwila BUILDING DIVISION REVISIONS r'-.o changes shall be made to the scope of work without prior approval of ".u'<<v Ua Building Division. . T., �T-. � ., ;sicns will require a new Ian submittal ' p'' ttbmit,Gl r:i':`_t r. v incAtde additional plan r vict"J f9cs. I REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2011 / 4- City of Tukwila BUILDING DIVISION RECEIVED JUN 2132011 TUKWILA PUBLIC WORKS CITYOF T tKWILA JUN 2 4 2011 PERMIT CENTER \H DESIGN IMPORTS 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com comstr CIS 0 CL 9 0 C1� W O LU CC 0 W 0 C1) CC W CC O TUKWILA, WASHINGTON 98188 CONSULTANT MEM REGISTERED ARCHITECT Submittals /Revisions: 06/24/11 FOR PERMIT Sheet Title: GENERAL INFORMATION AND SITE PLAN Date: 06/24/11 Design: Drawn: Project No: Approved: 11- 452.05 Sheet No: T1.1 COPYRIGHT CRAFT ARCHITECTS 2011 06/23/11 - 5:14pm 11- 452_A0.1 (SITE PLAN).dwg EXISTING ADJACENT BUILDING (NOT IN SCOPE) - EXISTING 60,000 S.F. BUILDING -0 -0 <111> 60' -0" RIVERSIDE DRIVE 25' -0" EXIC LNG s1REt1 TKE a SITE PLAN " -= 20' -0" GENERAL NOTES: 1. ALL CURBS ARE EXTRUDED CONCRETE. 2. PROVIDE DETECTABLE WARNING TEXTURE PER CODE ON ALL SIDEWALK RAMPS AND CURB RAMPS. 3. COMPLIANCE WITH IBC CHAPTER 11 BARRIER FREE REQUIREMENTS. �. coMMEWkL pliatYle M.anlTlGA no WS Tv coM yt-.T cl1-1 & i- ( d f `NSW I L A ps1'A -1L KEY NOTES: REVIEWED FOR CODE COMPLIANCE APPROVED AUG 19 2011 City of Tukwila BUILDING DIVISION 1. PARTIAL EXISTING BUILDING FOOTPRINT. 2. EXISTING BUILDING ENTRANCE. 3. EXISTING DOCK DOORS, TYP. 4. EXISTING REMAINING PORTION OF DRIVE -UP RAMP AND NEW RETAINING WALL PER ATTACHED STRUCTURAL CALCS. 5. REMOVE PORTION OF EXISTING RAMP AND RETAINING WALL, PROVIDE NEW ASPHALT LIFT TO MATCH EXISTING ADJACENT. SLOPE TO EXISTING CATCH BASIN. 6. REMOVE PORTION OF EXISTING CURB, TREE, AND LANDSCAPING. 7. NEW LANDSCAPING, CURB, GUTTER, AND SIDEWALK TO MATCH EXISTING ADJACENT. 8. NEW CURB CUT /DRIVEWAY - NEW CURB AND ASPHALT TO MATCH ADJACENT AND CITY STANDARDS. 9. NEW PAINTED CONCRETE RETAINING WALL PER ATTACHED STRUCTURAL CALCS. 10. NEW PIT LEVELER PER STRUCTURAL. 11. EXISTING LANDSCAPED AREA TO REMAIN. 12. EXISTING PARKING STALLS TO REMAIN. 13. EXISTING CATCH BASIN. 14. EXISTING SIDEWALK TO REMAIN. 15. EXISTING ENTRY TO REMAIN. These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequac.- of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: 1% 2a6lt gas RECEIVE CITYQFTu t q JUN [ 4 ZU11 PERMIT CENTER DESIGN IMPORTS C RArr arch' t e c t s 2505 Third Avenue Suite 324 Seattle, WA 98121 206.720.7001 phone 206.720.2949 fax www.craftarchitects.com ao 00 LIU C55 IL 000 V! CC Z � a Cf.) O J Q (c) F- CONSULTANT 7052 REGISTEREL ARCHITECT Submittals /Revisions: 06/24/11 FOR PERMIT 08[0°x` l� Sheet Title: SITE PLAN Date: Design: 06/24/11 Drawn: Project No: Approved: 11- 452.05 Sheet No: A0.1 COPYRIGHT CRAFT ARCHITECTS 2011