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HomeMy WebLinkAboutPermit D07-193 - SUNNY'S TERIYAKI - DEMISING WALLSUNNY TERIYAKI 13038 INTERURBAN AV S EXPIRED 11 -OS -08 D07 -193 Parcel No.: 0003000110 Address: 13038 INTERURBAN AV S TUKW Suite No: Tenant: Name: SUNNY'S TERIYAKI Address: 13038 INTERURBAN AV S , TUKWILA WA Contractor: Name: C R WEST CONSTRUCTION Address: 439 CLAY ST , ALGONA WA 98001 Phone: 253 - 833 -4275 Contractor License No: CRWESC* 141MA doc: IBC -10/06 Cityi+f 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 Owner: Name: INTERURBAN RETAIL CENTER LP571054 Address: 1505 WESTLAKE AV N, #320 , SEATTLE WA 98109 Phone: Contact Person: Name: JEFF GARRISON Address: 4616 25 AV NE, PMB #746 , SEATTLE WA 98105 Phone: 206 -851 -6535 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -193 Issue Date: 07/18/2007 Permit Expires On: 08/10/2008 Expiration Date: 03/15/2008 DESCRIPTION OF WORK: TENANT IMPROVEMENT- CONSTRUCT A 39 FOOT DEMISING WALL BETWEEN UNIT 110 AND 120. Value of Construction: $3,000.00 Fees Collected: $174.55 Type of Fire Protection: AUTO FIRE ALARM International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0004 D07 -193 Printed: 05 -08 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City oviTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 - 193 Issue Date: 07/18/2007 Permit Expires On: 08/10/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 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: 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: 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 . . - • -• . • of %` - t - % ed to sign and obtain this development permit. Signature:/ / _ /♦ Date: 1 .4 r - rAI.Ii iv , it 1. e:1::-.'io".5.1:—.:--- or rmit 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 andoned for a period of 180 days from the last inspection. doc: IBC - 10/06 qJ f‘ Date: 6 -60 D07 -193 Printed: 05 -08 -2008 Parcel No.: 0003000110 Address: 13038 INTERURBAN AV S TUKW Suite No: Contractor: Name: C R WEST CONSTRUCTION Address: 439 CLAY ST , ALGONA WA 98001 Phone: 253 - 833 -4275 Contractor License No: CRWESC *141MA doc: IBC -10/06 City LI Tukwila Tenant: Name: SUNNY TERIYAKI Address: 13038 INTERURBAN AV S , TUKWILA WA 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 Owner: Name: INTERURBAN RETAIL CENTER LP571054 Address: 1505 WESTLAKE AV N, #320 , SEATTLE WA 98109 Phone: Contact Person: Name: JEFF GARRISON Address: 4616 25 AV NE, PMB #746 , SEATTLE WA 98105 Phone: 206 -851 -6535 DEVELOPMENT PERMIT Permit Number: D 07 -193 Issue Date: 07/18/2007 Permit Expires On: 01/14/2008 Value of Construction: $3,000.00 Fees Collected: $174.55 Type of Fire Protection: AUTO FIRE ALARM International Building Code Edition: 2003 Type of Construction: VB Occupancy per IBC: 0004 * *continued on next page ** Expiration Date: 03/15/2008 DESCRIPTION OF WORK: TENANT IMPROVEMEN T- CONSTRUCT A 39 FOOT DEMISING WALL BEWTEEN UNIT 110 AND 120. D07 -193 Printed: 07 -18 -2007 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewallc / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End 'lime: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start 'rime: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: doc: IBC-10 /06 City a ./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.tulcwila.wa.us N Permit Number: D07 -193 Issue Date: 07/18/2007 Permit Expires On: 01/14/2008 Date: - ` I s-0 - 7 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 p - does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or ce of work. I am authorized to sign and obtain this development p - 't. Signature: Date: d 7 Print Name: ,. e ` Go n - to\ 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. D07 -193 Printed: 07 -18 -2007 Parcel No.: 0003000110 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 10: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 13038 INTERURBAN AV S TUKW SUNNY'S TERIYAKI PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -193 ISSUED 06/01/2007 07/18/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 9: 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 front requiring the correction of errors in the construction documents and other data. 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 nun) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) r r-- D07 -193 Printed: 05 -08 -2008 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 14: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 18: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 19: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 nun) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 20: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 nun) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 21: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 22: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 23: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 24: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 25: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC doc: Cond -10/06 D07 -193 Printed: 05-08 -2008 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 104.2) 26: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 27: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 28: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 29: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 33: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 34: City of Tukwila requires grease interceptors on all buildings where food preparation occurs. Grease interceptors shall complywith Appendix H of the Uniform Plumbing Code. doc: Cond - 10/06 * *continued on next page ** D07 -193 Printed: 05-08 -2008 Signature: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http :• / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Print Name: 41 �j��" Date: D07 - 193 Printed: 05-08 -2008 Parcel No.: 0003000110 Address: Suite No: Tenant: 13038 INTERURBAN AV S TUK:W SUNNY TERIYAKI 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 10: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -193 ISSUED 06/01/2007 07/18/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: 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. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 9: 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: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 13: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 nun) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 nun). (IFC 906.7 and IFC 906.9) D07 -193 Printed: 07 -18 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 14: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 15: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 16: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 17: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 18: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 19: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 20: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 nun) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 nun). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 21: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 22: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 23: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 24: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 25: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC doc: Cond -10/06 D07 -193 Printed: 07 -18 -2007 104.2) 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 26: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 27: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 28: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 29: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 33: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 34: City of Tukwila requires grease interceptors on all buildings where food preparation occurs. Grease interceptors shall complywith Appendix H of the Uniform Plumbing Code. doc: Cond -10/06 * *continued on next page ** D07 -193 Printed: 07 -18 -2007 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Q Date: 771V/07 Print Name: D07 -193 Printed: 07 -18 -2007 Site Address: I3o38 .T►tercArbun /We S Tenant Name: Sunny Tef'v0.lx..1 Property Owners Name: `512./1 Garr; S orY - 1 Mailing Address: 4 160 1 Z s'o^ /Pe_ NE PR tt7'(C Name: •ce C -ri Son Mailing Address: 1 1171C7 ZS 41 " Ave_ 1JE. fit it E -Mail Address: Te1k J 1 3034 l J MA\ ( . CO M I.-AlcturIce" 13032 Lu ( Ulan Corri3.0 " OW v.at � Mailing Address: '161(0 Z5 Ave- 1JC ( (/) # 7 , e( Contact Person: "Se FF G.rr . Soy\ E -Mail Address: t11k-ei 13o3g e yY?cc,: 1 , Cor■ Contractor Registration Number: Company Name: Company Name: Company Name: Mailing Address: CITY OF TUKWILA Community Developme,)epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Q:\Appliations\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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 ** King Co Assessor's Tax No.: 00 ' 0/10 Suite Number: 110 Floor: Sege City Expiration Date: New Tenant: Yes 0 ..No WA 9810C State Zip e contact when your permit is really to, belssued Day Telephone: tea' - S " 653 S City State Zip Fax Number: 2 - Z 3 — 332H 'GENERAL. CONTRACTOR INFORMATION -, ,, ( Contractor Inforniation.for"Mechanical (pg 4) for Plumbing and Gas Piping (pg5) sea E P\ cm 0s City State Zip Day Telephone: Zc - 851 " (o S 3 S" Fax Number: 206 - 6 - - 33 0 0'( ARCHITECT OF RECORD All plans must be wet stamped by Architect of Connell . I)e s; n Mailing Address: 2200 ! w SJi k O licunitele Tfi. ` o tt3 City State Zip Contact Person: kg( t , i letertz_ Day Telephone: / �ZS - 6iC '- 470, 1.1 E -Mail Address: Fax Number: 5 77'1- <10 11 ENGINEER OF RECORD - = All plans must be wet stamped by Engineer of Iiecor City Day Telephone: Fax Number: State Zip Contact Person: E -Mail Address: Page 1 of 6 i6 Valuation of Project (contractor's bid pri $ 3 Existing lding Valuation: $ Z700 000 t Scope of Work (please provide detailed information): A 39 for diem i stv weak k or vi- l to 420 aeor°' - p1e," A • ( see arc 4A-c ( t S) Will there be new rack storage? ❑ .... Yes ❑ .. No If yes, a separate permit and plan submittal will be required. 6 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: Will there be a change in use? ❑ Yes 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 ...No If `yes , attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: ❑ No If "yes ", explain: Page 2 of 6 Fixture Type: " Qty " Fixture Type. ::... Qty Fixture T e Yp : Qh' � Fixture Type: ITYp :Qt3'. ; Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING PERMIT INFORMATION - 206-431 57 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: city Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Porms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh State Zip Page 5 of 6 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 OW Signature: Print Name: Mailing Address: I Date Application Accepted: (� • i o? HORIZED AGENT: Gac 4 106 25 Ps'r NYC ('f16 Date Application Expires: /2.1.0? Q: Applications \Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: 5/S1(07 Day Telephone: 2CG ' gS I — 6 S Se G-f/\ I gloS City State Zip Staffj�ilials: Page 6 of 6 Parcel No.: 0003000110 Permit Number: D07 -193 Address: 13038 INTERURBAN AV S TUICW Status: PENDING Suite No: Applied Date: 06/01/2007 Applicant: SUNNY TERIYAKI Issue Date: Receipt No.: R07 -00996 Initials: BLH Payment Date: 06/01/2007 12:48 PM User ID: ADMIN Balance: 50.00 Payee: INTERURBAN 13038, LLC City of Tukwila TRANSACTION LIST: Type Method Description Amount Payment Check 2151 174.55 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 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 Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $174.55 103.06 66.99 4.50 Total: $174.55 8826 06/01 9716 TOTAL 174.55 doc: Receiot -06 Printed: 06 -01 -2007 COMMENTS: Type of Il spection: . Address: 1.338 �v7 - / 'M/ Date Called: Special Instructions: J , r" A '°- l ' , �rj ^i , _ 6. -NC A - r i A-c*- A 1 ( ,,,_., , , Al ii_-' y A l• n Pro' ---^"" Type of Il spection: . Address: 1.338 �v7 - / 'M/ Date Called: Special Instructions: Date Wantte g Requester: Phone No .2.53- goe/ -457 6. J2 7/53 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 proved per applicable codes. Corrections required prior to approval. (Inspect r: I Date: 7 , 17 6) ( El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: 7 COMMENTS: Type of I n pection: 7- /e)/9/1)/4/ r4-4, P/G4 A (el /1--.S c �,l)).- Lc.)i / p--/..e, J / Ht��'�i��_ 5---i -( 7/ &✓P 1.- - c / v..• ✓ Y 1 4 1 O h..r is- C /HS / `� t / /Qt '- . PAIL Requester: Phone No: - 2 53 — &4/ —/D Pro ,) ?/, r , �2A'C Type of I n pection: 7- /e)/9/1)/4/ Address: /303 ?_t-,i,' /'/6 /),v Date Called: Special Instructions: Date Wanted: _., / PAIL Requester: Phone No: - 2 53 — &4/ —/D /3G / _,? INSPECTION NO. `TERMrr NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3167 Approved per applicable codes. / corrections required prior to approval. 10 (inspector; paid at 6 INSPECTION RECORD Retain a copy with permit 67? $58.00 REI CTION FEE REQUIRED. Prior to inspection, fee must be Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: !Date: 5 ro'ec _ — Pt: , / / / 4 e/ Type of Inspection: /-- , / '9 / NJ Address: /.3038 -were lr6 4K/ Dat Called: / -s Special Instructions: Date Wed: C) — / (o- O '7 p.m. Requester: Phone No: 25 - Boy -' / � INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 6 ❑ Approved per applicable codes. VI Corrections required prior to approval. CO M M ENTS: Gpl�� Gc cF, / 4 f4/ I 4 4 $58.00 REINSPECTION / EE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspectibn. 'Receipt No.: 'Date: Proje -- •Type of I on: Address: 4.76 � / .J /(ii ✓ lam ' , `v to Called: S Special Instructions: Date Wanted: a, / a m Requester: Ph �Ii_ 30 e7-/5( & INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. COMMENTS: • Inspector: 'Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: PER IT NO. 2 1 6)431 -3670 El Corrections required prior to approval. Project: e x-k rv(A� r ..e ,g- i Y� K ' Sprinklers: Type of Inspection: l% w� < 9 / td 144../.. Address: 1 30 c; T Suite #: ,tva (,vt o 5 Contact Pe on: C 6 I∎ e. Special Instructions: Occupancy Type: Phone No.: 33- ga-75 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East. Tukwila, Wa. 98188 206- 575 -4407 roved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 Do 7- l '3 `, PERMIT NUMBERS Corrections required prior to approval. COMMENTS: Inspector: ( 5)if I Date: 5 f 1 Z/oe � Hrs.. / t qR--- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from t he City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 10 -01 -2008 JEFF GARRISON 4616 25 AV NE, PMB #746 SEATTLE WA 98105 RE: Permit No. D07 -193 13038 INTERURBAN AV S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/08/2008 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, tk / er Marshall, Pbrm�t Technician xc: Permit File No. D07 -193 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Interurban 13038 L.L.C. 13038 Interurban Avenue South Tukwila, WA 98168 -3313 June 1, 2007 - Permit Application Index- 1. Floor Plan and Architectural Drawing of Proposed Demising Wall (Please see folded plans A2.0 at back). 2. 13038 Interurban Avenue South Tukwila, WA 98168 -3313 3. A -2 Occupancy Classification per I.B.C. 4. The proposed building project is a 39 foot (approx) demising wall between unit 110 and unit 120 per previously approved plan (please see architectural drawing A2.0). 5. Building Area: 2600 square feet Area of Work: Approximately 39 square feet. 6. Vicinity Map (Please see folded plans at back). 7. Affidavit in Lieu of Contractor Registration Thank you for your time. Please contact Jeff Garrison with any further questions. Jeff Garrison Interurban 13038 L.L.C. 4616 25 Avenue NE PMB #746 Seattle, WA 98105 Phone: (206) 851 -6535 Email: Inter13038 @gmail.com ly, damson perty Manager RECEIVED CITY OFTUKWIIA SUN 0120011 RERMr r G ENTEF, Doi - I15 ACTIVITY NUMBER: D07 -193 DATE: 06 -01 -07 PROJECT NAME: SUNNY TERYAKI SITE ADDRESS: 13038 INTERURBAN AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Buil Division 913 4110U Pub l' Works Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06-05-07 Complete Documents /routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP 511 kWV to -U-01 Fire Prevention log Incomplete 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 REVIEWER'S INITIALS: DATE: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: PlarhSrig Division ( (6 ' Permit Coordinator ❑ Not Applicable n No further Review Required DUE DATE: 07 -03 -07 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License CRWESC *088DW Licensee Name C R WEST CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 600626439 Ind. Ins. Account Id #5 Business Type INDIVIDUAL Address 1 439 CLAY ST Address 2 City ALGONA County KING State WA Zip 980018520 Phone 2538334275 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/16/1992 Expiration Date 3/15/2008 Suspend Date Separation Date Parent Company Previous License CRWESC* 141 MA Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WEST, CHARLES R OWNER 03/16/1992 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #5 CBIC SE8679 03/15/2006 Until Cancelled $12,000.00 02/07/2006 #4 TRAVELERS CAS & SURETY 206085439 03/15/2002 Until Cancelled 03/15/2006 $12,000.00 01/16/2002 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries 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. https: // fortress. wa. gov /Ini/bbip /printer.aspx ?License= CRWESC *088DW 07/18/2007 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 -431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206 -431 -3670 STATE OF WASHINGTON) COUNTY OF KING AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION ss. e r. C r r I S [please print] 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. 1 4 , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights that I mig , erwise hav_ under state law in any decision to engage an unregistered contractor to perform construction work. \applications\8-2004 affidavit in lieu of contractor registration PLICANT Signed and swom to before me this 9 11k day of PERMIT NO.: 201 , states as follows: NOTARY PUBLIC in land for the State of Washington, Residing at h, 1 sPw) ) Name as commissioned: C/Y)Atil SP 'hill My commission expires: $ - a J , 20 Of . , County. 18.27.090 Exemptions. This chapter shall not apply to: 1. 2. An authorized representative of the United States Govemment, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district or other municipal or political corporation or subdivision of this state; 3. Officers of the court when they are acting within the scope of their office; 4. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 5. Any construction, repair or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 6. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of the structure; 7. Any construction, alteration, improvement or repair of personal property, except this chapter shall apply to all mobile, manufactured housing. A mobile/manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 8. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 9. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 10. Any work or operation on one undertaking or project by one or more contractors, the aggregate contract price of which for labor and materials and all other items is less than $500.00, such work, or operations being considered as of a casual,. minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in all instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into \applications\8 -2004 affidavit in lieu of contractor registration contracts of amounts less than $500.00 for the purpose of the evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 11. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except then any of the above work is performed by a registered contractor; 12. An owner who contracts for a project with a registered owner; 13. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but his exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 15. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of `is1At tr ",,�� 16. Any person whit eg st } _ �ccitvities herein �~a regulated as ,, a �y a registered contractor wit .... , as hi Al =►i gmpEnsation; 17. Contractors oah �iw o , 4 ,. � ` iave been prequalified as 71 b jtap'te, the Laws of 1961, RCW 47 $.07fl.wjtl2,Qhg fepartment of transportation to pdrforpi, 4 igte ay construction, reconstruction, or maintenance work. 16.36 15. 91 1 5.71 15.95 15.82 15.33 14.99 14.98 15.30 POWER /LIGHT POLE 0.35 DIA. METAL POLE SET IN 2.0 DIA. CONC. BASE 0.4 DIA. METAL FLAG POLE SET IN 'x3' CONC. BASE 18. STORM D M.H. RIM 19.3 19.18 18.78 19.20 .15 19.09 18.37. 1 5.74 15.56 15.81 15.59 PARCEL A 14.88 16.37 14.99 VAULT 14.89 14.37 17.16 cor 0.4 0.1 prop. FND. \/1 51 6 - 14.76 CHKD. BY: F.W.H. 24" CONC. 0 0 WV ri L4 t' 1 ED STORM DRAIN M.H. #166 RIM EL = 17.17 CLOGGED /FLOODED UNABLE TO OBTAIN INV. 24" CONC. STORM DRAIN M.H. #65 RIM EL = 19.27 INV. IN. = 11.07 INV. OUT = 11.02 LEGEND: DENOTES FOUND CASED CONCRETE MONUMENT DENOTES SET REBAR WITH LS CAP #8566 X DENOTES SET TACK IN LEAD W /TAG #8566 Q DENOTES FOUND EXIST. REBAR • DENOTES FOUND EXIST. 1/2" IRON PIPE DENOTES SET MAG. NAIL W /TAG #8566 DENOTES STORM DRAIN MAN HOLE DENOTES CATCH BASIN DENOTES POWER /LIGHT POLE DENOTES POWER POLE DENOTES WATER VALVE DENOTES WATER METER DENOTES FIRE HYDRANT DENOTES WATER MAN HOLE INV. OUT EL. =10.54 W. END 18" CONC. NOTE: CATCH BASIN, STORM DRAIN & SAN. SEWER M.H'S FND. M.I.C. VISITED: 6 -29 -04 1872 ` 94 17.6 17.99 \ o 0 PS BO 36� contc THE UTILITY LINES SHOWN ON THIS SURVEY ARE BASED ON VISUAL LOCATION OF MANHOLES, VAULTS, VALVES, ETC. AND BY UTILITY RECORDS OF THE CITY OF SEATTLE. ALL OTHER UNDERGROUND UTILITY LINES THAT MIGHT BE PRESENT AND NOT SHOWN, ARE UNKNOWN TO CONTINENTAL ENGINEERING CO. 2.0x2.7 POWER VAULT z (3 0� 0 0 a 17.76 17.48 THIS MAP REPRESENTS AN ELECTRONIC DATA FILE DEVELOPED BY CONTINENTAL ENGINEERING CO. CONTINENTAL HOLDS A HARD COPY REPRESENTATION OF THIS FILE AND THAT HARD COPY IS THE ORIGINAL. ANY CHANGE TO THE DATA CONTAINED IN THIS FILE IS CONSIDERED UNAUTHORIZED, UNLESS REVIEWED BY THE UNDERSIGNED SURVEYOR. ANY REUSE OR ADAPTATION OF THIS FILE IS AT THE USER'S RISK, UNLESS REVIEWED BY THE UNDERSIGNED SURVEYOR FOR SUITABILITY. 6" CONC. t'a x 15.41 � 0 . 0 SAN. SEWER M.H. #302 RIM EL. =17.12 16.48 \` 16.43 \ I 16.64 C'O,� 17.19 c' s „, ,_ , (0 0 \ cir 16 Y� 16.64 M.H. #65 9.27 17.48 CATCH BASIN #125 RIM EL. = 12.84 INV. IN. = 11.59 INV. OUT = 11.39 CATCH BASIN RIM EL. = 14.94 INV. IN = 11.64 INV. IN = 11.44 INV. OUT = 11.34 SAN. SEWER M.H. #302 RIM EL. =17.12 INV. IN = -8.5 INV. OUT= -8.73 D� 61.drA -4 A 2- 17.51 c. 36„ co N POWER VAULT POWER /LIGHT POLE x 14.18 /\ / \ \ / \ / / \ \ / \\ \ \ ` / / \ \\\\ \ \ STORM D&I M.H. #166 \ RIM EL.= 17.17' \ \ SAN. SEWER M.H. #307 RIM EL= 16.62 INV. IN = -8.40 INV. OUT = -8.55 x 13.8 m ' CP x 13.45 X6 18.79 X 13.07 CNI 03 r 4ry f 18.81 L X 13.26 fence SLY. & ELY of cor. 6" dia. metal si• n post set in �a�'' 60' conc. base 14.67 17.79 ��9 .8.05 CATCH BASIN RIM EL.=14.94 0 0 19.00 h 19.10 ALTA/ACSM LAND TITLE S U RV 9 6 , o x 13.56 4 7 18.45 16.03 s9 X 14.06 14.77 X 14.62 \` 4 9,,v J 0 - % /tt �`� � v o s 4 , 6, O` 0 0 c, 1ik x 13.93 SET MAG. NAIL W /TAG #8566 CATCH BASIN #125 RIM EL. =12.84 .03 SAN. SEWER M.M. #307 RIM EL. =16.62 e SURVEYORS CERTIFICATION: FLOYD W. HANCOCK. P.L.S. x 13.56 FND. EXIST. REBAR & CAP LS #21467 9 THIS IS TO CERTIFY TO BANK OF AMERICA N.A., TOSCO CORPORATION, A NEVADA CORPORATION, AND TRANSNATION LAND AMERICA TITLE INSURANCE THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, ACSM AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION. THE UNDERSIGNED HEREBY CERTIFIES THAT THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL TOLERANCE. THE UNDERSIGNED FURTHER CERTIFIES THAT OPTIONAL ITEMS NUMBERS 1, 2, 4 (IN SQUARE FEET OR ACRES), 6, 8, 10, 11(B), 14, 15, 16 AND IF BUILDINGS ARE LOCATED ON THE LAND, NUMBERS 7(A), 7(B)(1), 7(B)(2) AND 9 FROM TABLE A, OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS, OF THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ASCM LAND TITLE SURVEYS ARE INCLUDED IN THIS SURVEY. THE UNDERSIGNED ADDITIONALLY CERTIFIES THAT (A) THIS SURVEY WAS MADE ON THE GROUND UNDER MY SUPERVISION; (6) I HAVE RECEIVED AND EXAMINED A COPY OF THE TITLE INSURANCE COMMITMENT NO. 800 - 10055804 ISSUED BY THE TITLE INSURER AS WELL AS A COPY OF EACH INSTRUMENT LISTED THEREIN, AND THE SUBJECT LAND AND EACH TRACT OR PARCEL THEREOF DESCRIBED IN THIS SURVEY IS THE SAME LAND AS DESCRIBED IN THE TITLE COMMITMENT; (C) IF THE SUBJECT LAND CONSISTS OF TWO OR MORE TRACTS OR PARCELS HAVING COMMON BOUNDARIES, THOSE TRACTS AND PARCELS ARE CONTIGUOUS ALONG THE COMMON BOUNDARIES; (D) THE SUBJECT LAND AND EACH TRACT OR PARCEL THEREOF HAS A TAX MAP DESIGNATION SEPARATE AND DISTINCT FROM THAT OF ANY OTHER LAND AND THE SUBJECT LAND AND EACH TRACT OR PARCEL THEREOF IS A SEPARATE, LEGALLY SUBDIVIDED PARCEL; (E) THIS SURVEY CORRECTLY SHOWS ALL MATTERS OF RECORD (AND TO THE EXTENT THEY CAN BE LOCATED, THEIR LOCATION AND DIMENSIONS) OF WHICH I HAVE BEEN ADVISED AFFECTING THE SUBJECT LAND ACCORDING TO THE LEGAL DESCRIPTION IN SUCH MATTERS (WITH INSTRUMENT, BOOK, AND PAGE NUMBER INDICATED); (F) EXCEPT AS SHOWN ON THIS SURVEY, NO PART OF THE SUBJECT LAND IS LOCATED IN A 100 -YEAR FLOOD PLAIN OR IN AN IDENTIFIED "FLOOD PRONE AREA," AS DEFINED PURSUANT TO THE FLOOD DISASTER PROTECTION ACT OF 1973, AS AMENDED, AS REFLECTED BY FLOOD INSURANCE RATE MAP PANEL # 0957F DATED MAY 16, 1995, WHICH SUCH MAP PANEL COVERS THE AREA IN WHICH THE PROPERTY IS SITUATED AND THIS SURVEY CORRECTLY INDICATES THE ZONE DESIGNATION OF ANY AREA AS BEING IN THE 100 -YEAR FLOOD PLAIN OR "FLOOD PRONE AREA "; (0) TO THE BEST OF MY KNOWLEDGE, THIS SURVEY SHOWS THE RELATION OF AND DISTANCE OF ALL SUBSTANTIAL VISIBLE BUILDINGS, SIDEWALKS AND OTHER IMPROVEMENTS TO EASEMENTS AND SETBACK LINES, AND (H) TO THE BEST OF MY KNOWLEDGE, EXCEPT AS SHOWN ON THIS SURVEY, NEITHER THE SUBJECT LAND NOR ANY TRACT OR PARCEL THEREOF SERVES ANY ADJOINING LAND FOR DRAINAGE, UTILITIES, OR INGRESS OR EGRESS. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 3 2007 q ty Of Tukwila B ILDIN 'IVI ION END. EXIST. REBAR & CAP LS #21467 S 0 . o 0 1'PdAT PEE IT r„.1 1 R E ROM /Mechanical E _. ct ical i lumbing i3 Ga Is Pip;ng City cf TuklArb B ILD<Na DIVISION 20 LEGAL DESCRIPTION: RECORDED EASEMENTS SHOWN ARE PER TITLE ORDER NO. 800 - 10055804. ITEM #3: RECORDING NO. 5683663 UNABLE TO LOCATE. CONTINENTAL ENGINEERING CO. 10007 GREENWOOD AVE N. P.O. BOX 33725 SEATTLE, WA 98133 (206) 783 -7177 FAX (206) 789 -5568 EMAIL: CESEATTLE2 ®AOL.COM 0 10 AREA = 25800 SQ. FT. - 0.59 ACRES 14. 3 FND. 1/2" EXIST. IRON PIPE ELEVATIONS: CONTOUR INTERVALS = 2 FOOT NOTE: 20 WAN. BY: N.A.P. Han review r-'7roval Is subject to errors and omissi, Approval c7 c: "M ien documents do act authorize the violat:::n :. =d c :dw cr cr d:::o;1c.e. Receipt Of b c: nm gledgeda Ey Date: i $ GRAPHIC SCALE MLR COPY Permit No. rgi. 40 City of Tukwila BUILDING DIVISION p PROMS r - t 7.T. pr. . - " C7 rc.° '3 c7 z.-:J m :y Include a4u;..:onal plan r t:1 ! G.; MID II Ell! Mal P .I; 'II ( W ) i ioh = 20 ft. PARCEL A: THAT PORTION OF THE STEPHEN FOSTER DONATION CLAIM NO. 38, IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH BEARS N 40'01'05" W, 920.15 FEET FROM A MONUMENT AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTER LINE OF THE DUWAMISH - RENTON JUNCTION ROAD SAID POINT OF INTERSECTION BEING APPROXIMATELY 1,000 FEET EAST AND 20 FEET SOUTH OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, SAID TOWNSHIP 23; THENCE N 49'24'00" W 835.00 FEET ON A LINE PARALLEL TO AND 150 FEET NORTHEASTERLY OF THE CENTER LINE OF SAID DUWAHISH - RENTON JUNCTION ROAD, TO A POINT WHICH BEARS N 81'44'15" E, 199.17 FEET FROM THE POINT OF CURVE ON THE CENTER LINE OF SAID DUWAMISH- RENTON JUNCTION ROAD, SAID POINT OF CURVE BEING APPROXIMATELY 1,200 FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE S 40'36'00" W, 20 FEET TO THE NORTHEASTERLY MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND ELECTRIC RAILWAY; THENCE N 49'24'00" W ALONG SAID RIGHT --OF ---WAY 408.29 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING N 49'24'00" W 172.00 FEET; THENCE N 40 °36'00" E, 150.00 FEET; THENCE S 49'24'00" E, 172.00 FEET; THENCE S 40'36'00" W, 150.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL C: AN EASEMENT FOR ROAD AS DELINEATED IN THAT CERTAIN EASEMENT IN THAT CERTAIN DOCUMENT ENTITLED ROAD EASEMENT RECORDED UNDER RECORDING NO. 6642756. PARCEL D: AN EASEMENT FOR INGRESS AND EGRESS AS DELINEATED IN THAT CERTAIN DOCUMENT ENTITLED RIGHT TO USE EASEMENT RECORDED UNDER RECORDING NO. 7701240410. REVISED: 7- 22-04 8 -26 -04 EXPIRED DATE: 7 -2-04 NOV 0 8 2008 REFERENCED SURVEY MADE BY HAMMOND, COLLIER & WADE- LIVINGSTONE ASSOC., INC. RECORDED UNDER RECORDING NO. 7409230426 IN BOOK 3 OF SURVEYS, PAGE 91 RECORDS OF KING COUNTY, WASHINGTON. PREPARED FOR GRAMOR DEVELOPMENT &10 REFER TO CITY OF TUKWILA PUBLIC WORKS DEPT. BASIS IS SAN. SEWER MAN HOLE #485. RIM EL. = 19.61 FEET. RECEIVED NOTE: CITY OP TU14W1LA ALL ELEVATIONS AND INVERT DATA SHOWN ON MAP IJUN 01 NOT ARE BASED ON PHYSICAL MEASUREMENTS AS CLOSE AS POSSIBLE. PERMIT CENTEk THIS SITE IS A FORMER GAS STATION. WE ARE UNABLE TO DETERMINE IF UNDERGROUND GAS STATION TANKS EXIST OR NOT. Doi - 16T x 14.36 JOB NO.: 04141 SHEET 1 OF 1 18. STORM D M.H. RIM 19. 19.18 18.78 19.20 .15 19.09 18.48., 18.37. 14.99 15.71 15.95 15.82 15.33 14.98 14.99 15.30 POWER /LIGHT POLE 0.35 DIA. METAL POLE SET IN 2.0 DIA. CONC. BASE 16.37 15.74 15.56 15.81 15.59 PARCEL A 14.88 VAULT SET MAG.\NAIL G #8566 14.89 \ PARCEL D 14.37 17.16 FND. VISIT 6 - � f x 15.70 14.76 15. 64 24" CONC. 24" CONC. STORM DRAIN M.H. #65 RIM EL. =19.27 INV. IN, = 11.07 INV. OUT = 11.02 X O O p , Li C-Q 0 wv DQ rl LJ etr r' 1 LEGEND: C DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES DENOTES WATER MAN HOLE INV. OUT EL. =10.54 W. END 18" CONC. --. • 18.72 94 ��N X 19.46 18.69 ED STORM DRAIN M.H. #166 RIM EL = 17.17 CLOGGED /FLOODED UNABLE TO OBTAIN INV. FOUND CASED CONCRETE MONUMENT SET REBAR WITH LS CAP #8566 SET TACK IN LEAD W /TAG #8566 FOUND EXIST. REBAR FOUND EXIST. 1/2" IRON PIPE SET MAG. NAIL W /TAG #8566 STORM DRAIN MAN HOLE CATCH BASIN POWER /LIGHT POLE POWER POLE WATER VALVE WATER METER FIRE HYDRANT NOTE: CATCH BASIN, STORM DRAIN & SAN. SEWER M -H'S FND. M.I.C. VISITED: 6 -29 -04 4 p PS 80 \ O G 0• ALL OTHER UNDERGROUND UTILITY LINES THAT MIGHT BE PRESENT AND NOT SHOWN, ARE UNKNOWN TO CONTINENTAL ENGINEERING CO. 6" CONC. THE UTILITY LINES SHOWN ON THIS SURVEY ARE BASED ON VISUAL LOCATION OF MANHOLES, VAULTS, VALVES, ETC. AND BY UTILITY RECORDS OF THE CITY OF SEATTLE. z 1 z Li I z� 0 U x 0 SAN. SEWER M.H. #302 RIM EL. =17.12 ce 16.48 16.43 16.64 0 'p� `\ 17.19 17.6 • 17.99 `S6p / < O 2.0x2.7 POWER VAULT 7.76 17.48 THIS MAP REPRESENTS AN ELECTRONIC DATA FILE DEVELOPED BY CONTINENTAL ENGINEERING CO. CONTINENTAL HOLDS A HARD COPY REPRESENTATION OF THIS FILE AND THAT HARD COPY IS THE ORIGINAL. ANY CHANGE TO THE DATA CONTAINED IN THIS FILE IS CONSIDERED UNAUTHORIZED, UNLESS REVIEWED BY THE UNDERSIGNED SURVEYOR. ANY REUSE OR ADAPTATION OF THIS FILE IS AT THE USER'S RISK, UNLESS REVIEWED BY THE UNDERSIGNED SURVEYOR FOR SUITABILITY. 6" CONC. 16 X M.H. #65 9.27 17.48 CATCH BASIN #125 RIM EL = 12.84 INV. IN, = 11.59 INV. OUT = 11.39 c CATCH BASIN RIM EL. = 14.94 INV. IN = 11.64 INV. IN = 11.44 INV. OUT = 11.34 SAN, SEWER M.H. #302 RIM EL. =17.12 INV. IN = -8.5 INV. OUT= -8.73 0 •0 6 1-6A-4 ., x 15.41 17� 36" \ STORM DRAB M.H. #166 RIM EL.= 17.17\ POWER VAULT X 14.18 POWER /LIGHT 'Q/1, \ , POLE \ ■ SAN. SEWER M.H. #307 RIM EL= 16.62 INV. IN = -8.40 INV. OUT = -8.55 x 13.8 cA P - x 13.45 x 13.07 •3) X 16 18.79 \ 7.79 119 -1L1 18.81 � $. 05 op�o 1 9.00 c 94,�� fence SLY. & ELY of car. x 13.26 6" dia. metal si• n post set in O` aC'' 60' conc. base CATCH BASIN RIM EL. =14.94 14.67 4 19.10 A LTA/► :S MI LAN X 13.56 18.45 �7 16.03 Sg X 14.06 14.77 % 4 X 14.62 % \`�E•� c ° 1 x 13.93 SET MAG. NAIL W /TAG #8566 TITLE S LJ RVEY CATCH BASIN #125 RIM EL. =12.84 SAN. SEWER M.H. RIM EL. =16.62 ®.- SURVEYORS CERTIFICATION; THIS IS TO CERTIFY TO BANK OF AMERICA N.A., TOSCO CORPORATION, A NEVADA CORPORATION, AND TRANSNATION LAND AMERICA TITLE INSURANCE THAT THIS MAP OR PLAT AND TIHE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS" JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, ACSM AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION. THE UNDERSIGNED HEREBY CERTIFIES THAT THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE POSITIONAL TOLERANCE. THE UNDERSIGNED FUIRTHER CERTIFIES THAT OPTIONAL ITEMS NUMBERS 1, 2, 4 (IN SQUARE FEET OR ACRES), 6, 8, 10, 11(B), 14, 15, 16 AND IF BUILDINGS ARE LOCATED ON THE LAND, NUMBERS 7(A), 7(B)(1), 7(B)(2) AND 9 FROM TABLE A, OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS, OF THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ASCM LAND TITLE SURVEYS ARE INCLUDED IN THIS SURVEY. THE UNDERSIGNED ADDITIONALLY CERTIFIES THAT (A) THIS SURVEY WAS MADE ON THE GROUND UNDER MY SUPERVISION; (B) I HAVE RECEIVED AND EXAMINED A COPY OF THE TITLE INSURANCE COMMITMENT NO. 800- 10055804 ISSUED BY THE TITLE INSURER AS WELL AS A COPY OF EACH INSTRUMENT LISTED THEREIN, AND THE SUBJECT LAND AND EACH TRACT OR PARCEL THEREOF DESCRIBED IN THIS SURVEY IS THE SAME LAND AS DESCRIBED IN THE TITLE COMMITMENT; (C) IF THE SUBJECT LAND CONSISTS OF TWO OR MORE TRACTS OR PARCELS HAVING COMMON BOUNDARIES, THOSE TRACTS AND PARCELS ARE CONTIGUOUS ALONG THE COMMON BOUNDARIES; (D) THE SUBJECT LAND AND EACH TRACT OR PARCEL THEREOF HAS A TAX MAP DESIGNATION SEPARATE AND DISTINCT FROM THAT OF ANY OTHER LAND AND THE SUBJECT LAND AND EACH TRACT OR PARCEL THEREOF IS A SEPARATE, LEGALLY SUBDIVIDED PARCEL; (E) THIS SURVEY CORRECTLY SHOWS ALL MATTERS OF RECORD (AND TO THE EXTENT THEY CAN BE LOCATED, THEIR LOCATION AND DIMENSIONS) OF WHICH I HAVE BEEN ADVISED AFFECTING THE SUBJECT LAND ACCORDING TO THE LEGAL DESCRIPTION IN SUCH MATTERS (WITH INSTRUMENT, BOOK, AND PAGE NUMBER INDICATED); (F) EXCEPT AS SHOWN ON THIS SURVEY, NO PART OF THE SUBJECT LAND IS LOCATED IN A 100 -YEAR FLOOD PLAIN OR IN AN IDENTIFIED "FLOOD PRONE AREA," AS DEFINED PURSUANT TO THE FLOOD DISASTER PROTECTION ACT OF 1973, AS AMENDED, AS REFLECTED BY FLOOD INSURANCE RATE MAP PANEL # 0957F DATED MAY 16, 1995, WHICH SUCH MAP PANEL COVERS THE AREA IN WHICH THE PROPERTY 15 SITUATED AND THIS SURVEY CORRECTLY INDICATES THE ZONE DESIGNATION OF ANY AREA AS BEING IN THE 100 -YEAR FLOOD PLAIN OR "FLOOD PRONE AREA "; (G) TO THE BEST OF MY KNOWLEDGE, THIS SURVEY SHOWS THE RELATION OF AND DISTANCE OF ALL SUBSTANTIAL VISIBLE BUILDINGS, SIDEWALKS AND OTHER IMPROVEMENTS TO EASEMENTS AND SETBACK LINES, AND (H) TO THE BEST OF MY KNOWLEDGE, EXCEPT AS SHOWN ON THIS SURVEY, NEITHER THE SUBJECT LAND NOR ANY TRACT OR PARCEL THEREOF SERVES ANY ADJOINING LAND FOR DRAINAGE, UTILITIES, OR INGRESS OR EGRESS. FLOYD W. HANCOCK. P.L.S. x 13.56 FND. EXIST. REBAR & CAP LS #21467 3 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 3 2007 ty Of Tukwila B ILDIN ' IVI ION END. EXIST. REBAR & CAP LS #21467 s 14. 3 RECORDED EASEMENTS SHOWN ARE PER TITLE ORDER NO. 800 - 10055804. CONTINENTAL ENGINEERING CO. 10007 GREENWOOD AVE N. P.O. BOX 33725 SEATTLE, WA 98133 (206) 783 -7177 FAX (206) 789-5568 EMAIL: CESEATTLE2©AOL.COM ISZIPARATE PE MR-ED PORI /Mechanical E'3ctrical VGa Piping C y cf Tukwila 6DILD N 3 DIVISION LEGAL DESCRIPTION: ITEM #3: RECORDING NO. 5683663 UNABLE TO LOCATE. AREA - 25800 SQ. FT. - 0.59 ACRES FND. 1/2" EXIST. IRON PIPE ELEVATIONS: CONTOUR INTERVALS = 2 FOOT NOTE: By DYR1. BY: N.A.P. CHKD. BY: F.W.H. Ilan review r777-oval Is subject to errors and omisstOnS, ApproVrl c ` c .-..'. :.:.::ticn documents docs not authoria the vioiwur:1 -- I ccdo cr c7c7..onCe. Receipt apprc•..J ' - .I cc:;rlotivledgeds GRAPHIC SCALE Date: S SIOES m`";3 e- -- mzy inciufie ���5 Pic�i �vi l 6 ev " ^a (f FEET ) 1 inch = 20 it City of Tukwila BUILDING DIVISION PARCEL A: THAT PORTION OF THE STEPHEN FOSTER DONATION CLAIM NO. 38, IN SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH BEARS N 40 W, 920.15 FEET FROM A MONUMENT AT THE POINT OF INTERSECTION OF A CURVE ON THE CENTER LINE OF THE DUWAMISH - RENTON JUNCTION ROAD SAID POINT OF INTERSECTION BEING APPROXIMATELY 1,000 FEET EAST AND 20 FEET SOUTH OF THE QUARTER CORNER BETWEEN SECTIONS 14 AND 15, SAID TOWNSHIP 23; THENCE N 49'24'00" W 835.00 FEET ON A LINE PARALLEL TO AND 150 FEET NORTHEASTERLY OF THE CENTER LINE OF SAID DUWAHISH - RENTON JUNCTION ROAD, TO A POINT WHICH BEARS N 81'44'15" E, 199.17 FEET FROM THE POINT OF CURVE ON THE CENTER LINE OF SAID DUWAMISH- RENTON JUNCTION ROAD, SAID POINT OF CURVE BEING APPROXIMATELY 1,200 FEET NORTH AND 440 FEET WEST OF THE QUARTER CORNER BETWEEN SAID SECTIONS 14 AND 15; THENCE 5 40'36'00" W, 20 FEET TO THE NORTHEASTERLY MARGIN OF THE RIGHT -OF -WAY OF THE PUGET SOUND ELECTRIC RAILWAY; THENCE N 49'24'00" W ALONG SAID RICHT -OF -WAY 408.29 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING N 49'24'00" W 172.00 FEET; THENCE N 40'36'00" E, 150.00 FEET; THENCE S 49'24'00" E, 172.00 FEET; THENCE S 40'36'00" W, 150.00 FEET TO THE TRUE POINT OF BEGINNING. PARCEL C: AN EASEMENT FOR ROAD AS DELINEATED IN THAT CERTAIN EASEMENT IN THAT CERTAIN DOCUMENT ENTITLED ROAD EASEMENT RECORDED UNDER RECORDING NO. 6642756. PARCEL D: AN EASEMENT FOR INGRESS AND EGRESS AS DELINEATED IN THAT CERTAIN DOCUMENT ENTITLED RIGHT TO USE EASEMENT RECORDED UNDER RECORDING NO. 7701240410. REVISED: 7 -22 -04 8 -26 -04 EXPI DATE: 7 -2 -04 SCALE: 1" = 20' NOV 0 8 2008 REFERENCED SURVEY MADE BY HAMMOND, COLLIER & WADE - LIVINGSTONE ASSOC., INC. RECORDED UNDER RECORDING NO. 7409230426 IN BOOK 3 OF SURVEYS, PAGE 91 RECORDS OF KING COUNTY, WASHINGTON. PREPARED FOR GRAMOR DEVELOPMENT • REFER TO CITY OF TUKWILA PUBLIC WORKS DEPT. BASIS IS SAN. SEWER MAN HOLE #485. RIM EL. = 19.61 FEET. ED READ NOTE: MTV OF 1'UKWILA ALL ELEVATIONS AND INVERT DATA SHOWN ON MAP I JUN 01 20071 ARE BASED ON PHYSICAL MEASUREMENTS AS CLOSE AS POSSIBLE. PERMIT CETE1 THIS SITE IS A FORMER GAS STATION. WE ARE UNABLE TO DETERMINE IF UNDERGROUND GAS STATION TANKS EXIST OR NOT. Doi - )15 x 14.36 JOB NO.: 04141 SHEET 1 OF 1 _ \NA /Lo va rk 5,7 :1412_3( ilir IAT2?0iii 4 _ PARTITION NOTES CONTRACTOR TO VERIFY ALL DIMEN510•5. ALL DISCREPANCIES MUST BE BROUGHT TO THE I?+ PIATE ATTENTION OF THE ARCHITECT FOR DIRECTION. ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH METAL S111PS AT 24° O.G. WITH 5 /6" TYPE 'X' GYPSUM WALLBOARD EACH SIPE. THERE SHALL BE NO EXPOSE=D PIPE, CONDUIT, DUCTS, VIEWS, E=TC. ALL SUCH LINES SHALL BE CONGEALED OR FRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED GON5MCT1ON ON DRAWINGS. OFFSET STUDS, *ERE REQUIRED, 50 THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTI ERWISE NOTED. PROVIDE EARRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO 5E SIX INCHES FROM FACE AT HINGE SIDE OF DOOR TO ADJACENT PARTITIONS. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS. PARTITION LEGEND WALL TYPE- SEE WALL LEGEND SHEET A8.1 DEMISING PARTITION - 6' METAL STUDS WITH 5/8" TYPE 'X' GPB ON ONE SIDE OF PARTITION FROM FLOOR TO STRUCTURE ABOVE- 4 FROM FLOOR TO 6 ABOVE OPPOSITE SID1+ OF WALL. PROVIDE" SOUND INSULATION IN PARTITION. VFY. PER FUTURE TEh ANT IMPROVEMENT PERMITS, OCCUPANCIES OTHER THAN MERCANTILE MAY RE=Q. RATED OCCUPANCY SEPARATION WALL. ,.M. xN.4 PLUMBING PARTITION - 6 METAL STUDS @ 24" D.G. WITH ORE LAYER OF WATER RESISTANT SYIB AND AND WALL REINFORCING/ BLOCKING FOR FIXTURE MOUNTING, FROM FLOOR TO UNDERSIDE OF CEILING W/ SOUND INSULATION. SINGLE --PLY ROOF MEMBRANE OVER RIGID INSUL. I SEE WINDOW SCHEDULE SHEET A2.I APPENDIX- CHAPTER 29- PLUMBING FIXTURES REQ SECTION: OCCUPANT GROUP: GROUP M (RETAIL) TABLE A 2 -A AREA (5.F.) 5,1 SP FACTOR 30 SF OCCUPANT LOAD 113 OGG. TOTAL REQUIRED: TOTAL PROVIDED: WATER GLOSETM M F 1 1 2 4 LAYS M F I 1 2 4 UNISEX 0 0 0 DRINKING FOUNTAIN 0 0 0 KEY NOTES I. ALIGN FINISHED SURFACES. 2. ALIGN AT CORNER. 3. SAW SEVER VERIFY PER PLUMBING 4. BUILDING PHONE/ GABLE SERVICE : PROVIDE SURFACE MTV. NEMA WEATHMFRO0F CABINET. 5. TENANT ELEGTRIGIAL PANE- : 3 PHASE I20/205125 AMP. SERVICE. 6. PROVIDE WALL MOUNTED FIRE EXTINGUISHER 1. PLAT GONG. SLAB READY TO RECEIVE TENANT PROVIDED FLOOR COVERING 8. 600- AMP BUILDING SERVICE PANEL AND METERS IN SWAGE MTP. NEMA WEATHERPROOF GANNET PAINT ENAMEL TO MATCH EUILDING COLOR. q. GAS METER (4) OR I PER TENANT. 10. TENANT ELECTRICAL PANEL: 3 PHASE 120/208 - 200 AMP SERVICE. II. WALL MOUNTED PRE-FABRICATED ALUMINUM (OR STEEL) LADDffi. PROVIDE LACKING SECURITY PAWL tIs BOTTOM OF LADDER AND PROVIDE ROOFOVER HIGH PARAPET RAIL EXTENSIONS. °O'K' INC.' MODEL N0. 505 OR APPROVED EQUAL. 12. ELECTRICAL OUTLET'S BY OTHERS (TENANT) 13. PROVIDE (6) EQ. SPACED ELECTRICAL OUTLETS. 14. HOSE= BIB. GENERAL NOTES WATER SERVICE TOTE: PROVIDE I" WATER SURACE FOR EA. TENANT. VERIFY REQUIRED WATER PRESSURE PER CITY / CODE REGiUIREM 4TS SCALE: I "= I' -O" HYAC UNIT WITH FACTORY SELF-FLASHING CURB (PLR MECH. I DESIGN- BUILD) TREATED 4 X 6 CURB (TAPEEREP FOR LPL TOP) LAG BOLTED TO DECK/ FRAMING. T.O. PLYWOOD ROOF DECK SOLID BLOCKING ® OPENING PER STRUCTURAL TYP. MECH. CURB 3 h 0 in SLIPPE ROOF TOP HVAG 1 UNDER SEPARATE FE 4 lT5 SIZED # INSTALLED 1 1°fl# TENANT IMPROVEMENTS- GOORD. SIZE AND WEIGHT W/ STRUCTURAL FOR FRAMING SATISPYIN6 11-1E SYSTEM COMMISSIONING REQUIREMENTS NTS OF WSE.C. SECTION 14154 WILL BE REQUIRED FOR TI CERTIFICATE OF OCCUPANCY 4 m NNNNNNNi NOI■1 N 140 Q co 0 1 1 Mr. MIN D 1l 00 0, 0 1l it 11 11 li la 1=11 NSW • ' TA. PLYWOOD 15'-6" APP. 10 I0'-4" ler - r 15 - R STAU AN T 130E I30 co. NK RIDGE VENT ROOF PLAN SCALE: I/6 "= I -0', 140 PI I NNN� e 1 .. 211 STORAGE= 1 FUTURE BY TENANT TOILET 4'-2" SCALE: I /8 " =1' -0" F 1 T.O. PLYWOOD 1 & -0' FLOOR PLAN 1' -10 '-I0 A2.I RE=TAIL (1,1 &1 US.F.) 1 1201 120 IT' E UILT -UP G GKET AS REA TOILET TOILET FUTURE BY TENANT rI111.RE BY TENANT 1 112 1 i �a�s ' ;,.., \ � Ill r . , { T I I 1 r------f- 1 D5. IiVAG ROOF ZONE GIB D OVER 5TRUGTURAL MEMBER 1 144 -0° TA. PLYWOOD 15' -I" AJf. 1 6' -10' V4" / 1=r SLOPE 1-10 '-10 i 116' -0' F 10 1/4' / Pt. SLOPE Pr �1 N ■ 3'-8" 6' -10" I &'-0' D5. SINGLE PLY ROOF t' R AHE, ON PROTECTION BOARD I REGD.) OVER R-2I RIG D INSULATION TOILET PUTUIRE Eft TENANT L?1 , AN 1 i -2 N 3' -0" W. X CONT. WALK SURFAG (AMMONAL LAYER OF RZOOF tom) 10'-4' 20' -0" WNRE DTIU . 1 100 9 NG 4' -I0" E Q. CO- CONIVOC ift" 0.000 X /FT. SLOPE REVIEWED FOR ODE COMPLIANCE APPROVED JUL 1 3 2007 City Of Tukwl a EUILDIN DIVISION 4L2' 7 W1 tO - 4'-2" CONT. RIDGE VENT NOV 0 8 2008 05. Ci) (. 0013 c o planning interiors architecture 22000 - 64th Avenue W., Suite 2F Mountlake Terrace, WA 98043 T: 425 -670 -6706 F: 425- 774 -8219 REGISTRATION PROJECT NAME GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTH TUKWILA, WA. DESIGN TEAM PROJECT NO.: 04.006 PRINCIPAL: MM DRAWN BY: GH CHECKED BY: MM ISSUED /REVISIONS 11.01.04 DESIGN REVIEW 11.12.04 ISSUED FOR PERMIT 03.04.05 CITY COMMENTS / BID SET PROJECT CONSULTANTS RecElvED oF TUKWILA UIt 01101 HERMIT GENIC SHEET TITLE FLOOR & ROOF PLANS SHEET NO. A2.0 -- - - --' 1 —. :;i r-- r--- i W f ti r T - _ 1 E SLOPE 1 ' SLOPE ; ; t PARTITION NOTES CONTRACTOR TO VERIFY ALL DIMEN510•5. ALL DISCREPANCIES MUST BE BROUGHT TO THE I?+ PIATE ATTENTION OF THE ARCHITECT FOR DIRECTION. ALL PARTITIONS, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED WITH METAL S111PS AT 24° O.G. WITH 5 /6" TYPE 'X' GYPSUM WALLBOARD EACH SIPE. THERE SHALL BE NO EXPOSE=D PIPE, CONDUIT, DUCTS, VIEWS, E=TC. ALL SUCH LINES SHALL BE CONGEALED OR FRED AND FINISHED, UNLESS OTHERWISE NOTED AS EXPOSED GON5MCT1ON ON DRAWINGS. OFFSET STUDS, *ERE REQUIRED, 50 THAT FINISHED PARTITION SURFACE WILL BE FLUSH, UNLESS OTI ERWISE NOTED. PROVIDE EARRING AT EXISTING PARTITIONS AS REQUIRED TO INSTALL ELECTRICAL ITEMS AS INDICATED ON THE DRAWINGS. DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO 5E SIX INCHES FROM FACE AT HINGE SIDE OF DOOR TO ADJACENT PARTITIONS. CONTRACTOR TO VERIFY DIMENSIONS FOR ALL PLUMBING PARTITIONS. PARTITION LEGEND WALL TYPE- SEE WALL LEGEND SHEET A8.1 DEMISING PARTITION - 6' METAL STUDS WITH 5/8" TYPE 'X' GPB ON ONE SIDE OF PARTITION FROM FLOOR TO STRUCTURE ABOVE- 4 FROM FLOOR TO 6 ABOVE OPPOSITE SID1+ OF WALL. PROVIDE" SOUND INSULATION IN PARTITION. VFY. PER FUTURE TEh ANT IMPROVEMENT PERMITS, OCCUPANCIES OTHER THAN MERCANTILE MAY RE=Q. RATED OCCUPANCY SEPARATION WALL. ,.M. xN.4 PLUMBING PARTITION - 6 METAL STUDS @ 24" D.G. WITH ORE LAYER OF WATER RESISTANT SYIB AND AND WALL REINFORCING/ BLOCKING FOR FIXTURE MOUNTING, FROM FLOOR TO UNDERSIDE OF CEILING W/ SOUND INSULATION. SINGLE --PLY ROOF MEMBRANE OVER RIGID INSUL. I SEE WINDOW SCHEDULE SHEET A2.I APPENDIX- CHAPTER 29- PLUMBING FIXTURES REQ SECTION: OCCUPANT GROUP: GROUP M (RETAIL) TABLE A 2 -A AREA (5.F.) 5,1 SP FACTOR 30 SF OCCUPANT LOAD 113 OGG. TOTAL REQUIRED: TOTAL PROVIDED: WATER GLOSETM M F 1 1 2 4 LAYS M F I 1 2 4 UNISEX 0 0 0 DRINKING FOUNTAIN 0 0 0 KEY NOTES I. ALIGN FINISHED SURFACES. 2. ALIGN AT CORNER. 3. SAW SEVER VERIFY PER PLUMBING 4. BUILDING PHONE/ GABLE SERVICE : PROVIDE SURFACE MTV. NEMA WEATHMFRO0F CABINET. 5. TENANT ELEGTRIGIAL PANE- : 3 PHASE I20/205125 AMP. SERVICE. 6. PROVIDE WALL MOUNTED FIRE EXTINGUISHER 1. PLAT GONG. SLAB READY TO RECEIVE TENANT PROVIDED FLOOR COVERING 8. 600- AMP BUILDING SERVICE PANEL AND METERS IN SWAGE MTP. NEMA WEATHERPROOF GANNET PAINT ENAMEL TO MATCH EUILDING COLOR. q. GAS METER (4) OR I PER TENANT. 10. TENANT ELECTRICAL PANEL: 3 PHASE 120/208 - 200 AMP SERVICE. II. WALL MOUNTED PRE-FABRICATED ALUMINUM (OR STEEL) LADDffi. PROVIDE LACKING SECURITY PAWL tIs BOTTOM OF LADDER AND PROVIDE ROOFOVER HIGH PARAPET RAIL EXTENSIONS. °O'K' INC.' MODEL N0. 505 OR APPROVED EQUAL. 12. ELECTRICAL OUTLET'S BY OTHERS (TENANT) 13. PROVIDE (6) EQ. SPACED ELECTRICAL OUTLETS. 14. HOSE= BIB. GENERAL NOTES WATER SERVICE TOTE: PROVIDE I" WATER SURACE FOR EA. TENANT. VERIFY REQUIRED WATER PRESSURE PER CITY / CODE REGiUIREM 4TS SCALE: I "= I' -O" HYAC UNIT WITH FACTORY SELF-FLASHING CURB (PLR MECH. I DESIGN- BUILD) TREATED 4 X 6 CURB (TAPEEREP FOR LPL TOP) LAG BOLTED TO DECK/ FRAMING. T.O. PLYWOOD ROOF DECK SOLID BLOCKING ® OPENING PER STRUCTURAL TYP. MECH. CURB 3 h 0 in SLIPPE ROOF TOP HVAG 1 UNDER SEPARATE FE 4 lT5 SIZED # INSTALLED 1 1°fl# TENANT IMPROVEMENTS- GOORD. SIZE AND WEIGHT W/ STRUCTURAL FOR FRAMING SATISPYIN6 11-1E SYSTEM COMMISSIONING REQUIREMENTS NTS OF WSE.C. SECTION 14154 WILL BE REQUIRED FOR TI CERTIFICATE OF OCCUPANCY 4 m NNNNNNNi NOI■1 N 140 Q co 0 1 1 Mr. MIN D 1l 00 0, 0 1l it 11 11 li la 1=11 NSW • ' TA. PLYWOOD 15'-6" APP. 10 I0'-4" ler - r 15 - R STAU AN T 130E I30 co. NK RIDGE VENT ROOF PLAN SCALE: I/6 "= I -0', 140 PI I NNN� e 1 .. 211 STORAGE= 1 FUTURE BY TENANT TOILET 4'-2" SCALE: I /8 " =1' -0" F 1 T.O. PLYWOOD 1 & -0' FLOOR PLAN 1' -10 '-I0 A2.I RE=TAIL (1,1 &1 US.F.) 1 1201 120 IT' E UILT -UP G GKET AS REA TOILET TOILET FUTURE BY TENANT rI111.RE BY TENANT 1 112 1 i �a�s ' ;,.., \ � Ill r . , { T I I 1 r------f- 1 D5. IiVAG ROOF ZONE GIB D OVER 5TRUGTURAL MEMBER 1 144 -0° TA. PLYWOOD 15' -I" AJf. 1 6' -10' V4" / 1=r SLOPE 1-10 '-10 i 116' -0' F 10 1/4' / Pt. SLOPE Pr �1 N ■ 3'-8" 6' -10" I &'-0' D5. SINGLE PLY ROOF t' R AHE, ON PROTECTION BOARD I REGD.) OVER R-2I RIG D INSULATION TOILET PUTUIRE Eft TENANT L?1 , AN 1 i -2 N 3' -0" W. X CONT. WALK SURFAG (AMMONAL LAYER OF RZOOF tom) 10'-4' 20' -0" WNRE DTIU . 1 100 9 NG 4' -I0" E Q. CO- CONIVOC ift" 0.000 X /FT. SLOPE REVIEWED FOR ODE COMPLIANCE APPROVED JUL 1 3 2007 City Of Tukwl a EUILDIN DIVISION 4L2' 7 W1 tO - 4'-2" CONT. RIDGE VENT NOV 0 8 2008 05. Ci) (. 0013 c o planning interiors architecture 22000 - 64th Avenue W., Suite 2F Mountlake Terrace, WA 98043 T: 425 -670 -6706 F: 425- 774 -8219 REGISTRATION PROJECT NAME GRAMOR DEVELOPMENT TUKWILA RETAIL CENTER RETAIL CENTER 13038 INTERURBAN SOUTH TUKWILA, WA. DESIGN TEAM PROJECT NO.: 04.006 PRINCIPAL: MM DRAWN BY: GH CHECKED BY: MM ISSUED /REVISIONS 11.01.04 DESIGN REVIEW 11.12.04 ISSUED FOR PERMIT 03.04.05 CITY COMMENTS / BID SET PROJECT CONSULTANTS RecElvED oF TUKWILA UIt 01101 HERMIT GENIC SHEET TITLE FLOOR & ROOF PLANS SHEET NO. A2.0